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24805 PE-1504B 3 008 3 - 1 sa q ~ RESOLUTION NO. BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ESTABLISHMENT ) . OF INDIANA AVENUE ) R E SO L U T I O N- COUNTY ENGINEER' S R4AD FILE NO. 2624 ) E S T A B L I S H M E N T No Assessor's Tax Parcel Number Assigned - Public Roadways . , This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of Indiana Avenue, proceedings for which were initiated by Preliminary Resolution No. 2-1188, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and . IT FURTHER APPEARING that the rights of way have been dedicated as public road, variable width, and that said road is a public necessity and the same should be opened and established as County . road. THEREFORE BE IT RESOLVED by the Board of County Conunissioners of Spokane County, Washington, that the hereinafter described road as reported by the Spokane County Engineer on the 21st day of January, 2003, being more particularly described as follows: INDIANA A`tENUE - variable width, from the east right of way line of Sullivan Road easterly to Lot 16, Block 2 of Plat of Hanson Center East recorded in Book 27, Page 11 and 12 in the Office of the Spokane County Auditor. Located in the North Half (N 1/2) of Section 13, Township 25 North, Range 44 East, W.M. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby is established as a County road and the same shall be, known as Indiana Avenue, Road File N0. 2624. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel. APPROVED BY THE BO oYt~~; l of Janua.ry, 2003. 4•o*pAE C~G•~•~0~ BO RD O CO Y COMMISSIONERS O S O O TY AS GTON : . ~ • ~ J R SKELLEY, CHAIR ATTEST: VICKY M. DALTON CLERK O E B2~jn ' • p , E-C AIR ~ , ~Z~ DANIELA ERICKSON, DEPUTY M. TE CASLIN np~~~~%rf2624 bxiiana 2oo2 2003 distlengrlsLexam Tract B Drainage Quantities Grading top floor avg depth Volume 13650.00 4900.00 6.50 2232.87 CY Seeding 13650.00 sf 1516.67 sy L W1 V112 T qty Riprap at pipe outfall 18.00 6.00 13.50 1.00 6.50 6.50 cy Maintenance Access Roac L W T 50.00 12.00 0.50 11.11 ; ~ ~ - -L J~ BOND ESTIMATE PROJECT P1504B - Indiana Avenue by Ed Parry, P.E. DATE 13-Nov-00 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 0.00 2) Drywell - Type B EA • . 0 00 3) Grate - Type 5 EA 0.00 4) Grate Type 2 EA 0.00 5) Grate - Type 4 EA 0.00 6) Backfill For DW CY 0.00 7) Drainage Structures, instalied 164+70 RT EA 1450.00 164+69 LT EA 1450.00 166+45 LT EA 1330.00 186+88 RT EA 1450.00 186+88 LT EA 1450.00 186+60 LT EA 1450.00 7) Concrete Inlet Box, Type I EA 0.00 7a) Sidewalk Inlet, Type I EA 0.00 7b) WSDOT Inlet Box 8 Grate EA 0.00 8) PVC pipe 18" LF 130.00 27 00 3510.00 9) CMP pipe 24" LF 29.00 30.00 870 00 10) PVC Pipe 24" LF 139 00 32.00 4448.00 11) Corr. HDPE 24" LF 72.00 28.00 2016.00 12) Smooth HDPE 24" LF 190.00 34.00 6460.00 12) Precast Manhole EA 0.00 13) Solid lid EA 0.00 14) Ditch and Pond Excavation CY 0.00 15) Seed SF 0.00 0.00 16) Ripap outfall pad LS 1.00 0.00 NON STANDARD DRAINAGE ITEMS 1) Wlbert Vault Curb Inlet EA 0.00 0.00 2) Erosion Protection - silt fence LS 1.00 3000_00 3000.00 3) Erosion Protection - Rock entry LS 1.00 2000.00 2000.00 4) 0.00 5) 0.00 6) 0 00 DRAINAGE SUBTOTAL 30884 00 16) Monuments EA 5 00 185.00 925.00 17) Barricade LF 0.00 18) SVeet Signs EA 1 00 0.00 OTHER SUBTOTAL 925 00 GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 9917.00 10.00 99170.00 20) Top Course CY 0.00 21) Base Course CY 5573.33 16.50 91960 00 22) Asphaft Concrete Tons 4904.53 46.00 225606 53 23) Curb Type A LF 0.00 24) Curb Type B LF 6130.00 8.50 52105.00 25) Curb Type R LF 0.00 26) Sidewalk SQ YD 4086.67 9.50 38823.33 NON-STANDARD ROAD ITEMS 1) Cross gutter SQ YD 0.00 0.00 2) Type III Barricade LF 66.00 0.00 3) 0.00 4) 0_00 GRADING AND SURFACING 507666 87 $539,475.87 CONSTRUCTION TOTAL, INCLUDING MULTIPLIER OF 1.10 $593,423.45 use $593,500.00 Private inspection: OFFICE OF THE COUNTY ENGINEER SPOKANE COUN'TY, WASHINGTON - TO: CHP,D COLES FROM: DAVE BERTO DATE: May 10, 2001 SUBJECT: BOND ITEMS HANSON CENTER EAST The bond for the above-mentioned project is for the following items: 1) All the items on the approved road and drainage plans. , TR.ANSNATION TITLE INSUR.ANCE COMPANY NORTH 7 2 O ARGONNE S POKANE , WASHINGTON 99212 Prepared for: Order No.: JM-231421 HANSON INDUSTRIPS Charge: $00.00 ATTN: R.A. HANSON Tax: $00.00 E. 15102 INDIANA AVENUE Total: $00.00 cc: CLC Associates/Materne F I F T H P L A T C E R T I F I C A T E Certificate for filing Plat of : HANSON CENTER EAST In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of Spokane County Auditor's and Clerk's offices, and the records of the Clerk of- the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount, if any, paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to-wit: See Legal Description Page 1 of 6 , 01 . Order No. JM-231421 LEGAL DESCRIPTION A parcel of land located in the Southwest quarter of Section 12 and the North half of Section 13, Township 25 North, Range 44 East, W.M., being more particularly described as follows: COMMENCING at the Northwest corner of said Section 13 ; thence South 8903911311 East, along the North line of said section, a distance of 75.00 feet to the Easterly margin of Sullivan Road and TRUE POINT OF BEGINNING; thence South 00002156" East, along said Easterly margin, a distance of 91.74 feet to the Northerly boundary of SULLIVAN PARK CENTER recorded in Volume 19 of Plats, Pages 25 and 26, and beginning of a curve concave to the Northeast and having a radius of 40.00 feet; thence Southerly and Easterly along said Northerly boundary and Easterly boundary of said plat the following five (5) course: (1) thence Southeasterly along said curve through a central angle of 7100613511, an arc distance of 49.64 feet; (2) thence South 71009131" East, a distance of 384.82 feet to the beginning of a curve concave to the Southwest and having a radius of 1442.00 feet; (3) thence Southeasterly along said curve through a central angle of 1201614611, an arc distance of 309.04 feet; (4) thence South 31007115" West, a distance of 92.00 feet; (5) thence South 39054143" West, a distance of 126.03 feet to the Northerly margin of SR-90 (Spokane to Greenacres) and beginning of a non- tangent curve concave to the Southwest, having a radius of 633.00 f eet and f rom whi ch point a radial 1 ine bears South 410081461, We st ; thence Easterly along said northerly margin the fol lowing f ive (5) courses: (1) thence Southeasterly along said curve through a central angle of 1214814711, an arc distance of 141.56 feet; (2) thence South 36002127" East, a distance of 270.50 feet; (3) thence South 60017103" East, a distance of 315.01 feet; (4) thence South 69050142" East, a distance of 951.89 feet; (5) thence South 73027132" East, a distance of 1709.65 feet to the West line of Tract "A" as described in Statutory Warranty Deed dated August 5, 1999, recorded under Auditor's File No. 4398851; thence North 00031106" East, a distance of 509.02 feet to the South line of Tract 37 of BACON'S ADDITION TO GREENACRES recorded in Volume "J" of Plats, Page 15; thence South 89049147" East, along said South line a distance of 1582.14 feet to the Southeast corner of said tract and Westerly margin of Flora Road; thence North 00005'40" ~ W - , ng said Westerly margin a distance of 128.20 feet to the ii r g i n o f t h e f o r m e r B u r l i n g t o n N o r t h e r n R a i l r o a d r i g h t of way and Southeast corner of Tract 36 of said_splat;_thence Northwesterly along said I~MWWL,Iva the following six (6) course: (1) thence North distance of 2735.15 feet; (2) thence North 00033121" West, a distance of 20.44 feet; (3) thence North 7803715611 West, a distance of 1318.40 feet; (4) thence South 0001810811 East, a distance of 3.64 feet; (5) thence North 78037156" West, a distance of 365.00 feet; (6) thence North 72049111" West, a distance of 232.60 feet; thence North 60028'02" West, a distance of 247.76 feet; thence North 60055'42" West, a distance of 481.56 feet to the Easterly margin of said Sullivan Road; thence South 00040142" East, along said Easterly margin, a legal cont. Page 2 of 6 , , Order No. JM-231421 legal cont. distance of 90.74 feet; thence South 00°02'56" East, a distance of 0.93 feet to the True Point of-Beginning; EXCEPT that portion of the former Burlington Northern Railroad right of way lying Easterly of a lien 715.00 feet East of and parallel with the West line of Government Lot 4 in said Section 13; AND EXCEPT that portion conveyed to Spokane County for Indiana Avenue by documents recorded January 7, 1998 under Auditor's File No. 4175975 and July 24, 1998 under Auditor's File No. 4248049; Situate in the County of Spokane, State of Washington. VESTED IN: , INC., A WASHINGTON CORPORATION and SPOKANE HO . . , a Louisiana Limited Liability Company. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45123.9013; 45131.0110, 45131.9021, 45135.9031, 45132.9073 and 45132.9074. Parcel Nos. are provided from the latest Assessor's Maps available to the Company. Said parcel numbers are not a matter of the public record therefor, the Company makes no assurance as to validity or accuracy relating thereto. 2. ANY UNPAID ASSESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY VER.A IRRIGATION DISTRICT NO. 15. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Vera Electric Water Company, a corporation AND: D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation DATED: April 25, 1908 RECORDED: April 25, 1908, In Book "H" of Contracts, page 292 RECORDING NO.: 200528 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.: and providing for lien for unpaid charges for such service Page 3 of 6 , Order No. JM-231421 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Interstate Telephone Company PURPOSE: Telephone pole AREA AFFECTED: Over and across said property along the South line thereof RECORDED: February 20, 1907 in Book 195 of Deeds/Page 90 RECORDING NO.: 164579 5. RELINQUISHMENT OF ALL EASEMENTS existing, future or potential, for access, light, view and air, and all rights of ingress, egress and regress to, from and between the land and the highway or highways to be constructed on land conveyed by deed. To: State of Washington Dated: February 15, 1955 Recording No.: 303233B 6. RELINQUISHMENT OF ALL EASEMENTS existing, future or potential, for access, light, view and air, and all rights of ingress, egress and regress to, from and between the land and the highway or highways to be constructed on land conveyed by deed. To: State of Washington Recording Nos.: 321134B, 344727B and 466133B 7. EASEMEN'I' AND THE TERMS AND CONDITIONS THEREOF: GR.ANTEE: Public and Spokane County PURPOSE: Drainage and utility easement AREA AFFECTED: This and other property RECORDED: January 7, 1998 RECORDING NO.: 4175974 RE-RECORDED: July 24, 1998 RE-RECORDING NO.: 4248048 8. UNRECORDED LEASl3: LESSOR: Hanson Industries, Inc. LESSEE: Spokane MSA Limited Partnership DATE: July 15, 1998 DISCLOSED BY: Memorandum of Option and Lease Agreement recorded on Octobr 28, 1998 under Recording No. 4285967 9. MATTERS SET FORTH BY SURVEY: RECORDED: December 9, 1998 RECORDING NO.: 4303589 DISCLOSES: Location of Leasehold Property Page 4 of 6 Order No. JM-231421 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GR.ANTEE: Avista Corporation, a Washington Corporation PURPOSE: Underground utility lines, facilities AREA AFFECTED: This and other property RECORDED: August 6, 1999 RECORDING NO.: 4399235 RE-RECORDED: March 23, 2000 RE-RECORDING NO.: 4466111 11. RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS for access, light, view and air, and all rights of ingress, egress and regress to, from and between the land and the highway or highways to be constructed on lands condemned by proceedings under Spokane County Superior Court. By: State of Washington Cause Nos.: 84-2-02146-7 and 84-2-02145-9 12. Covenants, conditions and restrictions imposed by instrument recorded on October 13, 2000, under Recording No. 4524759, including, but not limited to, liability for assessments levied by the community ssociation, and rights or benefits which may be disclosed affecting and outside the boundary described in Schedule A. ``13. ESTRICTIVE USE AGREEMENT AND EXCLUSIVE ACCESS EASEMENT AND THE TERMS i D CONDITIONS THEREOF: ECORDED: October 13, 2000 ECORDING NO.: 4524761 - _ =4. DECLARATION OF TEMPORARY R4ADWAY AND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: November 27, 2000 RECORDING NO.: 4519622 Page 5 of 6 . • . • Order No. JM-231421 15. DEED OF TRUST AND THE TERMS AND CONDITTn GR.ANTOR: L. a Limited Liability Co any TRUSTEE: Transnation Title Insurance Company BENEFICIARY: I Tyn 4 Jift- ~ ~ - ORIGINAL AMOLTNT: $ ,102,266.75 DATED: September 28, 2000 RECORDED: October 20, 2000 RECORDING NO.: 4526687 (Affects a portion) Investigation should be made to determine the present balance owed by contacting the appropriate lender/agency/individual.. END OF EXCEPTIONS DATED AS O er 30, 2000 :00 a.m. TRANSNATION TITLE INSURANCE COMPANY BY For service on this order call: (509) 922-2222 (FAX) 926-1519 Judie Mitchell, Title Officer sc Page 6 of 6 `y ~ k ~t.1tG111A'N S v ~ ~ ~ ~ A„' - p'~ ` ~1 - - ~ + 0 C ;0 t ~r► _ . ~ . . . ~ a~ • , ' ,~y ~ ~ ~ ~ , ~ ~i. t1'~ s~ ~t-- ~ ` ~ . • _ ~ . ,O 0►~ k ~ ,,,z _ aA r M ~ .w o ~ c • 'l ' ~ "'r _ _ ~ ~ ~ n ~ ~ • . . n • . N 0 v y O ~ ► ~ ~r ~ , h y lb \ ~t ~ ~ ~ - ~ 6%. 1 INN ~ 0 a C C*t ~ SNATtON TI'ft~ ~N aaNCE C4MPA yout rovided, w+thout arge. ~ Th S Ch +S Q al,, m ters "2m` in rm 'on. {t ►s nat intended to but t►imite~ ta te d the C,~e~' inctctdinq. ic or r mer.siens, eas'merts, ercroach . g A, Rrtt part ot n does i at~ n r.f bo:tnd2ries. li +s ;s ad . the cam m► t m e nt or pol+cv t0 tIwhic A6111 foi ~ So t{a ed. 7he ComPanY assume. N ^ a to 1hTs sketch. Referenrp shau r related rm~!d en aCCUtate 5urveY tor tucth8r infO tQ (p • • ~~A~-` ~ e • O ~ .N . ~ r ~ ~ • C ~ , d ~ ~ L _ , i.~io. ¢ T - ~ ' . ss 0 ~i J, 60• 40 Lt 6 o~ro~ 'r . ~P bOJ F1+ ,ryo e . ~ 3 ~ r'arrR Ft'°° R~ ~ ol ;io ~ TRANSNAlION TITl,E INSURANCE COMPANY Thls sketr,h is Drovided, without cherqe, tor your iMorrnation. it is not intended to show ali matters reloted ta the Droi►erty includinR. but not limited M, nea, dimensiens, easements, ercroacwments, or iocation ot boundaries. It is not part of, oor doas it modily, !he commitment or policy to which it is attacheG. The Company assumes NO UA8ILITY tot am nnttN relaied to this sketch. Reference shou14 be made to an accurafe survey fa further Information, . ~ 4584983 . 05~09/2001 ~41;34P SP(1KANF fA FNr.TNFFAS mV cn nn Cnnkana Cn Wd AFTER RECORDING RETURN TO: • . ~ ~pokane County Aublic Works Devclopment Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 ~ . Document Title: Drainage Declaration of Covenant Grantor: Hanson Industries, Inc. Spokane Hotels, L.L.C., DBA R.1., L.L.C. Grantee: , Spokane County Hanson Center East Property Owncr's Association Abbreviated Legal Description: S W'/4 S 12 and N%2 S l 3, T25N, R44EWM (Full Legal on Attached Exhibit "A") Assessor's Tax Parcel Numbers: 4 QJIF3: 45131.0110; and .9021; 45135.9031; 45132.9073 and .9074 County Reference No. nson Center East SPOKANE COUNTY ENGINEER'S OFFICE Spokane County, Washington DR.AINAGE DECLAR.ATION OF COVENANT In consideration of the approval by Spokane County of the Plat of Hanson Center East (Spokane County ProjectNo. PE-1504B, hereinafter referred to as the "plat"), the undersigned covenants and agrees that: Spokane County and its authorized agents are hereby granted the right ta ingress and--egWss to, over and from all public drainage easements for the purposes of inspection and ernergency mainteiiance of drainage swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained_;by the property owner or the Hanson Center East Property Owner's Association. Spokane County, does 'not accept the responsibility to inspect or maintain drainage facilities located outside of public rigllts-of-way,* except in cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such areas. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of nahiral or man-made drainage flow over and across their respective properties. If the property o«-ners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner. If not corrected within the -1- H:1HCE1Drainage Covenant 20010502.doc ~ ra 4584983 , 05~09 j2401 ~ 015 34P SPf1KANF fA FMt;TNFFAS (x1U sn.nn Snnkana Cn. WA period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be constructed such that the slope away from the building conforms to and is in accordance with the Uniform Building Code Standards in effect at the time of application for the building pennit. All drainage facilities for this plat, including any `208' swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may exist properties located uphill and adjacent to this subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. It is not currently anticipated that there will be any water quality swales ("208" swales) or drainage ditches situated on any of the building parcels within the plat, or in a public right-of-way adjacent to the property in the plat. However, if such water qua(ity swales or drainage ditches are constructed, then the property owners within this plat shall maintain all water quality swales ("208" swales) and drainage ditches situated on their respective properties, and any portion of a`208' swale situated in a public right-of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently approved and accepted plans on file at Spokane County's Engineer's Office. No structures, including fences, shall be constructed directly over or within a`208'swale without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or maintain the drainage easements or drainage swales, nor does Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such areas. The Hanson Center East Property Owner's Association shall rnaintain swales, ponds, culverts and other drainage facilities located in Tracts "A" and "B" with a permanent live cover of lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The Hanson Center East Property Owner's Association shall be responsible for payment of all claims: such as water fees, mowing, electrical charges and other liabilities that may become due for said tracts. The Hanson Center East Property Owner's Association or its successors in interest shall maintain the drainage facilities, located in cominon areas and Tracts "A" and "B", in conformance with the approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities includes, but -2- H:1HCE1Drainage Covenant 20010502.doc ~ - _ I l l , ~ Il . 4584983 OV49 J 2001 o 01 34P SPi1KANF CO FNGiNFFAS (X1U S0.0(1 Sankane Co. Wd is not limited to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf in the `208' swales located in common areas or tracts, with optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The Hanson Center East Property Owner's Association shall be responsible for payment of all claims and other liabilities that may become due for said maintenance responsibilities. If the Hanson Center East Property Owner's Association , or their successors in interest, fail to maintain the drainage facilities in conformance with the accepted drainage plan on file at the Spokane County Engineer's Office, a notice of such failure may be given to the Hanson Center East Property Owner's Association, or their successors in interest, by the County Engineer. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the Hanson Center East Property Owner's Association, or their successors in interest. Should the Hanson Center East Property Owner's Association be terminated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the Hanson Center East Property Owner's Association at the time of said termination. The successors in interest shall share equally in the responsibility and cost of maintaining said drainage facilities. This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the draiiiage facilities as provided herein. 1N WITNESS WIIEREOF, the undersigned has caused this instrument to be executed on this 4th day of May, 2001. HANSON INDUSTRIES, INC. SPOKANE HOTELS, L.L.C. DBA a Washington corporation R.I., L.L.C., a Louisiana limited Liability Company B 61• rLOO - Y • ~ R.A. Hanson - President Dewey F e er, Jr. - aging Member -3- H:1HCE1Drainage Covenant 20010502.doc j r. ~ - - • 4584983 , 05j0912001 o 01 34P ' SPf1KdNF m FNf:1NFFRC Pf1U an nn Cnnkana f`n W8 STATE OF WASHINGTON ) ) ss. County of Spokane ) On this 7*4day of May, 2001, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared R.A. Hanson to me known to be the President of Hanson Industries, lnc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Wimess my hand and official seal hereto affixed the da a yea b written. DREW M. 60DKER N a ~ ry Pblic ~n and for the State of STATE OF WASHIN6TON Washington, residing at Spokane NOTARY •-o•- PUBLIC My Appointment Expires: 3'"0-01V lrlY COMMISSION EXWRES 5-17-04 STATE OF LOUISIANA ) ) ss. Parish of Ovachita ) On this ~~lay of May, 2001, before me, the undersigned, a Notary Public in and for the State of Louisiana, duly commissioned and sworn, personally appeared Dewey F. Weaver, Jr. to me known to be the Managing Member of SPOKANE HOTELS, L.L.C. DBA R.I., L.L.C., the limited liability company that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said limited liabiliry company for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Wimess my hand and official seal hereto af~ixed the day and year first above written. i Notary Public in and for t e State of 0 Louisiana, residing at DP kpw'o MY APPointment ExPires: Q dP6441 . . 'Z } - e•• ~ ~ ' t~~~. nti n'•' . A . - ' . - 4 - H:1HCE1Drainagc Covcnant 20010502.doc j,~f•'r-~ ~rt.~...!'~ , T P, ~ - 1 ~ " • ~ ~ 4584983 4~~09j200~ ~01534P SPQKANF FNf~TNFFRS 11MV 30.fN1 Snnkane Cn. WA EXEIIBIT "A" - LEC3/1L DESCRI PTZON , A parcel of larid locaf:ed in the Southweet quarter of Section 12 and the North hal.t of Section 13, Townehip 25 North, Range 44 Eaet, W.M., being more particularly deBCribed ae follows= -COMMENCINO ati rhe Northweat corner of eaid 8ection 131 thence Soutll 09039'13" Eaet, along the North line of eaid section, a dietance.of 75.00 Leet to Ltie Canterly margin of Sulliva» Road and TRUC POINT OC BCGINNING; tI-ience Soutli 00102'56" Caet, along eaid Casterly margin, a dis~ance of 91.79 Eeet Lo the Northerly bvundary of SULLIVIIN p11RK CENTER recorded in Volume 19 of Plats, Pagee 25 and 26, and beginniny of a curve eoncave to the Norl:heaet and having a racliue, of 40 . 00 L•eet; tlience Soutlierly a►id Caaterly along eaid Nortlierly boundary and Casterly boundary of eaid plat the following Live (5) course: (1) l•Iience Soutlieaeterly aloiig eaid curve tlirougli a central anyle of 7100613511, an are dietance of 49.64 teetl (2) thence SouLh 71°09'31" Caet, a diatance of 389.02 feet to the beginning of a curve concave to tlie Southweel: and having a radiue of 1442.00 feet; (3) thence Southeaeterly along eaid curve through a central anqle of 12°1614611, an arc dfeta»ce of 309.04 feett (9) tlience South 3100711511 West, a dietiaiice of 92.00 feett (5) tlience Soul:h 3905414311 Weal:, a da.et;ance of 126.03 teet to the Northerly margin of SR-90 (Spokatie to Greenacree) and beginnfng of a non- tangent curve concave l•o tiie Soutliweet, 1iaving a radiue of 633.00 Feer and From wliicli point a raciial line beare Soutli 41008' 96" Weet; l-.tience Casterly along eaid norrherly margin the following five (5) coursea : (1) L• tience Southeaol.erly along said curve tlirough a central angle of 1219814711, an arc dietance of 191.56 feetj (2) tllence South 36002127" East, a dietance of 270.50 Leet; (3) tlience Sourh 60017103" East, a da.stance of 315.01 feet; (4) tilence Soutli G9050142" Easr, a dietance of 951.89 feet; (5) tlience South 73027132" Eaet, a digtance of 1709.65 feet to the Weer line of Tract "Al' as deacribed in Statul:ory Warranty Deed dated 1luguet 5, 1999, recorded under Auditor'e Cile No. 4390851; t}ience Nortli 00031'06" Easl, a dietance of 509.02 feet to tlie Soutli line of Tract 37 of BnCON'S ADDITION TO GRECNACRES recorded in Volume "J" of Plate, Pagq 15; thence South 09049197" Easl:, along eaid Svuth line a dierance of 1502.14 feer L-o the SouLlieaet corner of eaid Lr.act and Weeterly margin of Flara Road j tlieiice Nortli 0000514011 Weel:, along said WeeGerly margiii a dtstarice of 120.20 [eet to I:he NorCherly margin of the fozmer liurlitigton Nort;iierii itailroad right _ of way and Soutlieaet corner o[ Tracr 36 of eaid pl.at; tlience Northweeterly along said Nortlierly margin the following eix (6) cour.ae: (1) rhence Norl:h 78037156" West, a diel-.ance of 2735.15 LeeL; (2) therlce North 001133'21" Weet, a distance of 20.94 feett . (3) l;tience North 781137' S6" Weat, a diatance of 1318.40 feet= (4) thence Soutti QO°18'08" Eaet, a dietance of 3.64 feet, (5) thence Nortli 78037' 56" Weat, a dierance of 365.00 feet; (6) thence Nortli 72°49'll" WeBt, a dierance of 232.60 feetl tiie»ce Nortli 60028'02" Weet, a diatance of 247.76 Eeer; l.iience Norl.h 6005514211 West, a dietance of 981.56 teet ro rlie Easterly margiii of eaid Sullivan Road; thenee Soul:li 00040' 92" •Eaet, alonq eaid Casterly ►narqin, a dietance of 90.74 feet; t}ience South 00002'56" Baet, a digtance ot 0.93 Feet to the True point of 8eginning; EXCEPT that portion of the former eurlington Northern Railroad riglit of way lying Eaeterly of a lien 715.00 feet East of attd parallel wiL-h ~lie Weat line of Government Lot 4 in said Section 13; 11ND CXCEPT thpt portion conveyed to Spokane County for Indiana Avenue by documente recorded January 7, 1999 under Auditor'e File No. 4175975 arld July 24, 1998 under Auditor'e i'ile No. 42980491 SituaCe in the County of Spokane, State of Waeltington. , AETER RECORDING RETURN TO: COPY ORIGINAL FILEO OR RECORDED Spokane County Aublic Works Development Engineering Services, 2"d Floor MAY 01 2001 1026 W. Broadway Ave Spokane, WA 99260-0170 COUNTYAUDITOR • SPOKANE COUNTY WA Document "fitle: Drainage Declaration of Covenant Grantor: 1-lanson Industries, Inc. - Spokane Hotels; L.L.C., DBA R.1., L.L.C. ' Grantce: Spokane County Hanson Center Cast Froperly Owner's Association Abbreviated Legal Description: SW '/4 S 12 and N%z S 13, T25N, R44EWM (Full Legal on Attached Exhibit "A") Assessor's Tax Parcel Numbers: 45123.9013; 45131.0110; and .9021; 45135.903 1; 45132.9073 and .4074 County Referencc N0. PG-1504B, Hanson Center Easl SPOKANE COUNTY ENGINEER'S OFrICE Spokane County, Washington . DRAINAGE DECLARATION OF COVENANT In consideration of the approval by Spokane County of the Plat of Hanson Center East (Spokane County ProjectNo. PE-1504B, hereinafter referred to as the "plat"), the undersigned covenants and agrees tliat: Spokane County and its authorized agents are hereby granted t1ie right ta ingress and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of drainage swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property owner or the Hanson Center East Property Owner's Association. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way, except in cases wllere Spokane County specifically assumes that responsibility in writing. Neither does Spokanc County accept any liability for any failure by the property owner(s) to properly maintain such areas. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property otiv»ers fail to maintain the surface path of natural or i11an-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner. If not corrected witliin the -1- M:\NCC\Drainage Covenant 20010502.doc period indicated on said notice, Spokane Couiity has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. Spokane County does not accept the responsibility of ►naintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be constructed such that the slope away from the building conforms to and is in accordance with the Uniform Building Code Standards in effect at the time of application for the building permit. All drainage facilities for this plat, inc(uding any `208' swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. ' There may exist properties located uphill and adjaceiit to this subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties sliould be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stornlwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. It is not currently anticipated that there will be any water quality swales ("208" swales) or drainage ditches situated on any of the building parcels within the plat, or in a public right-of-way adjacent to the property in the plat. However, if such water quality swales or drainage ditches are constructed, then tlle property owners within this plat shall maintain all water quality swales ("208" swales) and drainage ditches situated on their respective properties, and any portion of a`208' swale situated in -a public right-of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently approved and accepted plans on file at Spokane County's Engineer's Office. No structures, including fences, shall be constructed - directly over or within a`208'swale without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect andlor maintain the drainage easements or . drainage swales, nor does Spokane County accept a»y {iability for any failure by the lot owner(s) to properly maintain such areas. The Hanson Center East Property Owner's Association shall maintain swales, ponds, culverts and other drainage facilities located in Tracts "A" and "B" with a permanent live cover of lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and percoiation of storm drainage water in the drainage swale as indicated by the approved plans. The Hanson Center East Property Owner's Association shall be responsible for payment of all claims: such as water fees, mowing, electrical charges and other liabilities that may become due for said tracts. The Hanson Center East Property Owner's Association or its successors in interest shall maintain the drainage facilities, located in common areas and Tracts "A" and "B", in conformance with the approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities includes, but -2- H:1HCE\Drainage Covenant 20010502.doc . ~ is not limited to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf in the `208' swales located in commo» areas or tracts, with optional shrubbery andior trees, wliich do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The Hanson Center East Property Owner's Association shall be responsible for payment of all claims and otlier liabilities that may become due for said maintenance responsibilities. If the Hanson Center East Property Owner's Association , or their successors in interest, fail to maintain the drainage facilities in conformance with the accepted drainage plan on file at the Spokane County Engineer's Office, a notice of such failure may be given to the Hanson Center East Property Owner's Association, or their successors in interest, by tihe County Engineer. If not corrected within the period indicated on said notice, Spokane County fias the right to correct the maintenance failure, or liave it corrected, at the expense of the Hanson Center East Property Owner's Association, or their successors in interest. Should the Hanson Center East Properiy Owner's Association be terminated for any reason, the successors in interest shalLbe the individual lot owners, or their successors in interest, who are members of the Hanson Center East Properly Owner's Association at the time of said tennination. The successors in intierest shall share equally in the responsibility and cost of maintaining said drainage facilities. This covenant and agreement shall run with the land in perpetuiry, and shall be binding upon the owner, their heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as.provided herein. IN WITNESS WH_EREOF, the undersigned has caused this instrument to be executed on this 4th day of May, 2001. HANSON INDUSTRIES, INC. SPOKANE HOTELS, L.L.C. DBA - a Washington corporation R.I., L.L.C., a Louisiana iimited Liability Company . U4• / g - BY R.A. Hanson - President Dewey c e er, Jr. - aging Member -3- HAHCEOrainage Covenant 20010502.doc • J STATE OF WASHINGTON ) ) ss. County of Spokane ) On this 7*4day of May, 2001, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared R.A. Hanson to me known to be the President of 1-Ianson Industries, Inc., the corporation that executed the foregoing instn.iment and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Wimess my hand and official seal hereto affixed the da 'ayea b written. DR E w M. B 0 D K E R N ary Public in and for the State of STATE OF WASHINGTON Washington, residing at Spokane NOTARY PUBLIC My Appointment Expires: 3"'12~4t ))Y COMMISSION EXPIRES 5-17-04 STATE OF LOUISIANA ) . ) ss. Parish of Ovachita ) On this Isay of May, 2001, before me, the undersigned, a Notary Public in and for the State of Louisiana, duly commissioned and sworn, personally appeared Dewey F. Weaver, Jr. to me known to be the Managing Member of SPOKANE HOTELS, L.L.C. DBA R.I., L.L.C., the limited liability company that executed the foregoing instrument and acknowledged the said instx'ument to be the free and voluntary act and deed of said limited liability company for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Wimess my hand and official seal hereto affixed the day and year first above written. ~ 7.►L , //N i--~I/V' r., ~ ~/q- Notary Aublic in and for t e State of o n Louisiana, residing at ct"InQ My Appointment Expires: 12-k d ea I-,h,. S 'c. . . . . - : H:1HCE\Drainage Covenant 20010502.doc - ' ~ ~ , • ~ ti , ` 'J EXHIBIT "A" - LEG/1L DESCRIPTION n parcel of lartd locat;ed in the Southweet quarter of Section 12 end ' the North ha1P of Section 13, Townehip 25 North, Range 49 Eaet, W.M., being more particularly deecribed ae followa: COMMENCINo aL lhe Norrhweat co-rnez of eaid 9ection 131 tlience South 09039113" Caet, along the North line of eaid eection, a dietance of 75.00 ieet to Ltie Caoterly rtiargin of Sulliva» Road and TRUE POINT O[' BCGINNING; Liience Sout}i 00002'56" Caer, along eaid Caeterly margi.n, a dia~arice of 91.79 feet l:o the Nort;herly boundary of SULLIVIIN P11RK CENTER recorded in Volume 19 of Plate, Pagee 25 and 26, and begitiniiig of a curve concave to tlie Norl:lieaet and liaving a radltis-oC 40.00 Leel:; tlience Soutlierly and C,::xeterly along eaid Norl:}terly boundary and CaeL-erly bounclary of eaid plat the Following [ive (5) courge: (1) l:hence SouL•heael.erly eloiig eaid curve through a central anylc of 71006' 35", aii arc dietatice o[ 19.64 feeti (2) tlience Soul:li 71°09' 31" Caet, a didtaitce of 384.02 feet to tlie beginning of a curve concave to tlie Southweel: and having a radiue of 1442.00 Feet; (3) tIience Southeaeterly alo»g eaid curve through a central angle of 12°1619611, ail arc dietaiice of 309.04 Feeti (q) tltence Sot►th 31007' 15" We*et, a dietaiice of 92.00 feet! (5) tlience SouL-h 39054143" Weal:,.a dietance of 126.03 feet to the Northerly margin of SR-90 (Spokaite to Greenacree) and beginning of a noti- tangent curve concave l-o tlie • Soul-ltweat, 1iaving a radiue of 633 . 00 Feet aiid irom wliich point a radial line beare Soutll 911108' 96" Weet; l-ttence Caeterly along eaid northerly margitl the Eollowing five (5) coureea: (1) tlience Southeaet;erly along ea.id curve tlirough a ' central angle of 12'98197", an arc dietance of 141.56 feet;*(2) ltlence South 36002127" Eaet, a diatance of 270.50 teet; (3) tlience SouCh 6001710311 Eaet, a distance of 315.01 feet; (4) tlience Soutll 69050142" Eaet, a dietance of 951.89 feet; (5) tlience South 73027132" East, a distance of 1709.65 feet to rhe Weet line of Tract "A" as described in statutory Warranty Deed dated 1luguet 5, 1999, recorded under 1luditor's Fi].e No. 9390851p t}ience Nortli 0003110611 East, a distance of. 509.02 feet to tlie Soutli line of Z'ract 37 of B11CON'S ADDITION TO GREENJICRES recorded in Volume "J" . of Plata, Page 15; thence Soutli 09049' 47" Eaet;, along eaid Soutlt line a dietance of 1502.19 feei: l-o the Soutlieaet corner of eaid Lract and Westerly margin of Flora Roadr l:lietice Norlh 00°05'40" Weel:, along eaid Weel:erly marni>> a distance nt 120.20 [eet to l•Iie Norrfierly margiri of l•lie former 13urliiigton Nortlterii Itailroad zight; _ of way and Soutlieaet corrier of Tract 36 of eaid plar; tlience Northweaterly along said Northerly margin the following eix (6) couree: (1) trence North 70037156" Weat, a diel;ance of 2735.15 Leel; (2) ttierlce Norlli 001133' 21" weet, a dietance of 20.94 feet j (3) llience North 78037156" Weat, a diatance of 1318.40 feet; (4) ttience Soutli q0018108" Caet, a dietance of 3.64 feet; (5) thence NortFt 78037' S6" West, a dietance of 365.00 Ceel:; (6) tlience Nortli 72°99' 11" West, a diatance of 232.60 teet= tlieiice Nortli 601128102" Weet, a dietartce of 297.76 feet; l;lience Norl-}i 60°55' 92" Weat, a dietance of 901.56 Eeet ro l-he Easterl.y margin of eaid Sullivan Road; Lhenee Soul:li 001040' 92" •Eaet, alonq eaid Casl;erly rnarqin, a dierance of 90.74 Feet; tlience South 00002'56" Eaet, a dietance ot 0.93 feet to the True Point of eeginning; EXCEPT ltiat portion of the former 6urlfngton Northern Railroad right of way lying Eaeterly of alien 715.00 feet East of and parallel wiL-h ~he Weat line of Government Lot 4 in eaid Section 13; 1W0 CXCEPT thfit portion conveyed to Spokane County Eor Indiana Avenue by documente recorded January 7, 1998 utider Auditor'e File No. 4175975 and July 24, 1998 under 1►udiCor'e File No. 42480491 Situare in the County of 5pokane, StaCe of Waeltington. J l ~ FAX COVER SHEET . SPOK:.ANE COUNTY ENGINEER'S OFFICE .1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600 Second Floor Fax # (509) 477-7655 DATE: Ak/-Lob FAX # 4j5S'684-4- To: AX01AY . coNrnaNY: ~c CITY/STATE: &UeMC - , , J40 Number of Pages (including cover sheet): ~ FROM: ~ ?AU1 MESSAGE: ~L`~ 4 ib - DAAMLZCO ~ ~r - T7 p W'I'd &,4c. N c ,u4. . ~ ~ l • //Jy Office of the County Engineer Spokane County, Washington November 30, 2000 To: CLC, Inc. Attn: Susan Murphy From: Development Engineering Services Ed Parry, P.E. RE: P1504B - Hanson Center East Plat Dedication Please note: The Drainage Declaration of Covenant is to be signed by the Title Owner's. Please submit the signed Declaration of Covenant to the County Engineer's Office. The County will record the document. Please note that tbe County Assessor's Office has strict requirements on - document size and margins. The Declaration of Covenant will need to adhere to these requirements. This includes, but is not limited to: a 3" margin at the top of the first page, a 1" margin at the top of all other pages, and 1" margins on the remaining three sides. An electronic copy of the Covenant is available upon request. Plat Dedication Drainage easements over Tracts "A" and "B", as platted and shown hereon, which are for the purposes of conveyance, storage and disposal of natural and man-made runoff from the public right-of-way, are hereby granted to Spokane County. Tracts "A" and "B", as platted and shown hereon, are hereby dedicated to the l - 1, on C~t~r I M-1 Association in perpetuity, for the sole purpose of stormwater conveyance, storage, and disposal, and for the operation, maintenance, and repair of stormwater drainage facilities. The drainage easements, lots and tracts are subject to the separate Drainage Declaration of Covenant as recorded under Auditor's Document No. which by reference is made a part hereof. r L i 1 i_.. . \ . AFTER RECORDING RETURN TO: Spokane County Public Works Development Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Document Title: Draina e Declaration of Covenant Grantor: ns rt normall,v th • roper, owner 's -.f e, lat}, Grantee: Spokane County, Hanson Center East Property Owners Association Abbreviated Legal Description: 1i1 S- ec, Plat Nam~e Assessor's Taac Parcel Numbers: lr.nse_r. County Refcrence No. PE-15048, Hanson Center East SPOKANE COUNTY ENGINEER'S OFFICE Spokane County, Washington DRAINAGE DECLARATION UF COVENANTS In consideration of the approval by Spokane County of the Plat of Hanson Center East (Spokane County Project No. PE-1504B, hereinafter referred to as the "plat"), the undersigned covenants and agraes that: Spokane County and its authorized agents are hereby granted the right to ingess and egress to, over and . from all public drainage easements for the purposes of inspection and emergency maintenance of drainage swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property owner or the lranson enter ' ast ' ro e-~rty OO wners ssocial ion. Spokane County does not accept the responsibility to inspect or maintain drainage facilities located outside of public rights-of-way, except in cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such areas. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. if the property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it conected, at the expense of the property owner. Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not r i limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a wiudow well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be gaded so that either a) all runo _ff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. All drainage facilities for this plat, including any `208' swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may exist properties located uphill and adjacent to this subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. The property owaers within this plat shall maintain all water quality swales ("208" swales) and drainage ditches situated on the'v respective properties, and any portion of a`208' swale situated in a public right- of-way adjacent to their respective properties, with a permanent ground cover as specified in the currently approved and accepted plans on file at Spokane County's Engineer's Office. No structures, including fences, shall be constructed directly over or within a`208'swale without the expressed wTitten consent of the Spokane County Engineer. Spokane County dces not accept the responsibility to inspect and/or maintain the drainage easements or drainage swales, nor does Spokane County accept any liability for any failure by the lot owaer(s) to properly maintain such areas. The son Center ' ast ' ro ~rty mwners Assoc'a~t~ion shall maintain swales, ponds, culverts and other drainage facilities located in Tracts "A" and "B" with a permanent live cover of lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and ercolation of storm drainage water in the drainage swale as indicated by the approved plans. The i a~nson eI, ter East ' rope-~,,~rty OO ers sociat~ion~n shall be responsible for payment of all claims: such as water fees, mowing, electrical charges and other liabi(ities that may become due for said tracts. The nson enter .ast ' rop~rty OO ~ ers Associat~ion or its successors in interest shall maintain the drainage facilities, located in common areas and Tracts "A" and "B", in conformance with the approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities includes, but is not limited to, keeping open and cleaning storm pipes, ditches, draviage ponds, swales, etc., replacement of drainage facilities as needed, and maintaining live native-type dryland grasses or lawn turf in the `208' swales located in common areas or tracts, with optional shrubbery and/or trees, which do not obstruct the flow and ercolation of storm drainage water in the drainage swale as indicated by the approved plans. The Hanson ent~r East ' ro erty ers Associa~t~ion shall be responsible for payment of all claims and other 1_iabilities that may become due for said maintenance responsibilities. If the 1 ans.on Center as~ ' rop~rty • I ers Associairiion , or their successors in interest, fail to maintain the . , . . ~ • drainage facilities in conformance with the accepted drainage lan on file at the S okane County Engineer's Office, a notice of such failure may be given to the anson Center ' ro e OO wners Association, or their successors in interest, by the County Engineer. If not corrected within the period indicated on said notice, S okane County has the right to correct the maintenance failure, or have it corrected, at the expense of the' anson Cen er ast Pr(i N erty • wners ssoc7ia~t~io or their successors in interest. Should the gIgnso ,LCWenter ' as ' ro -rty OO wner AssocMion be terminated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the i.~Mso,n e ter ast ' ro e~,~,- ,arty OO wner Associa~t~ion at the time of said termination. The successors in interest shall share equally in the responsibility and cost of maintaining said drainage facilities. ^J This covenant and agreement shall run with the land in perpetuity, and shall be binding upon the owner, the'v heirs, successors and assigns, including the obligation to participate in the maintenance of the drainage facilities as provided herein. 1N WITNESS WH.EREOF, the undersigned has caused this instrument to be executed on this day of , 200_. i' OO i M S'.,S? i C. A Wash',gto ooration ~ A. anson ~ ts~ es'id~n~t State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence that R.rA,,,,,,`1. anMon is the person who appeared before me, and said person aclnowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the Wesiden7 o anZ.son IFnidustr'es nc., a Washington Co orarion to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington. My Appointment Expires: I \ , Office of the County Engineer Spokane County, Washington November 30, 2000 To: CLC, Inc. Attn: Susan Murphy From: Development Engineering Services Ed Parry, P.E. RE: P1504B - Hanson Center East Plat Dedication Please note: The Drainage Declaration of Covenant is to be signed by the Title Owner's. Please submit the signed Declaration of Covenant to the County Engineer's Office. The County will record the document. Please note that the County Assessor's Office has strict requirements on document size and margins. The Declaration of Covenant will need to adhere to these requirements. This includes, but is not limited to: a 3" margin at the top of the first page, a 1" margin at the top of all other pages, and 1" margins on the remaining three sides. An electronic copy of the Covenant is available upon request. Plat Dedication Drainage easements over Tracts "A" and "B", as platted and shown hereon, which are for the purposes of conveyance, storage and disposal of natural and man-made runoff from the public right-of-way, are hereby granted to Spokane County. f fbwf `A" and "B", as platted and shown hereon, are hereby dedicated to the Tract E-~~:~wn'W Association in perpetuity, for the sole purpose of stormwater conveyance, storage, 4000 . . . . . and disposal , The drainage easements, lots and tracts are subject to the separate Drainage Declaration of Covenant as recorded under Auditor's Document No. which by reference is made a part hereof. . . AFTER RECORDING RETURN TO: Spokane County Public Worl:s Development Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Document Title: Drainagc,Declaration of Covenant ,N •r.~~.~}..:;.:... Grantor: w~';~~?"'~?i~iiai~~::~r~•~rc~p~r'~i: ~:~rf: ~~Q~at ,.,,.v. Grantee: Spokane Cowity, ~aus,*-C'~;~€;:~.p~st;:~~E~T Abbreviated Legal Description: frts1~5~~:.~lat : . . . Assessor's Tax Yarcel Numbers: WM County Reference No. PE-1504B, Hanson Center East SPOK:ANE COUNTY ENGINEER' S OFFICE Spokane County, Washington DRAINAGE DECLARATION OF COVENANTS In consideration of the approval by Spokane County of the Plat of Hanson Center East (Spokane County Project No. PE-1504B, hereinafter referred to as the "plat"), the undersigned covenants and agrees that: Spokane County and its authorized agents are hereby granted the right to ingress and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of drainage swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property ~r;;::::: owner or the ~n~~aolSpokane County does not accept the . . . . . - . responsibility to inspect or mainta.in drainage facilities located outside of public rights-of-way, except in cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane County accept any liability for a.ny failure by the property owner(s) to properly maintain such areas. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owners fail to maintain the surfa.ce path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the properiy owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. Spokane County does not accept the responsibility of maintaining the drainage course on private lots or £loodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not • i limited to, inverse condemnation to any properties due to deficient construction and/or maintcnance of drainage courses in drainage easements on private property. ~ ~oA~ Any building that is const on a lot in this plat shall be set at such a.n elevation so as to provide positive drainage away m any drainage entry point to the building (including but not limited to a Nvindow well, a window un ected by a window well, or a doonvay). Said positive drainage shall consist of a minimum slop of away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage f.acility. All drainage facilities for this plat, including any `208' swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved roa.d and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may ewst properties located uphill and adjacent to this subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. Thc property owners -Arithin this plat shall maintain all water quality swales ("208" swales) and drainage ditches situated on their respective properties, and any portion of a`208' swale situated in a public right- of-way adjacent to their respectivc properties, with a permanent ground cover as specified in the currently approved and accepted plans on file at Spokane County's Engineer's 0£fice. No structures, including fences, shall be constructed directly over or within a`208'swale without the expressed written consent of thc Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or maintain the drainage easements or drainage swales, nor does Spokane County accept any liability for any failure by the lot mmer(s) to properly maintain such areas. :;::s. ~ ,••::r r:: . - The ~a~i '~~:{P~~i ~rY ~~r~ shall maintain swales, ponds, culverts and other . . :::~:~t~...:~............~:.. . . . drainage facilities located in Tracts "A" and "B" with a permanent live cover of lawn turf, ~vith optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm drainagewater. in, the : :.~r•~~.: . . . . <.::<: - • . . . . . . - < . . . . . . drain~e swale as .wdicated bY the aPProved plans. The . ..Ce~fi~~:;~~;~:~# 5 . . . - ......r.., R. shall be responsible for payment of all claims: such as water fees, mowing, electrical charges and other liabilities that may become due for said tracts. . . . The ~~on or its successors ~n .~nterest shall matntain the . . . drainage facilities, located in common areas and Tracts "A" and "B", in conformance with the approved plans on file at the Spokane County's Engineer's Off'ice. Mauitenance of drainage facilities includes, but is not limited to, keeping open and cleani.ng storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage facilities as needed, and mainta.ining live native-type dryland grasses or lawn turf in the `208' swales located in common areas or tracts, vvith optional shrubbery and/or trees, which do not obstruct the flow and. percolation. of storm, drainage water in the drainage swale as indicated by the approved plans. T'he . . . . shall be responsible for payment of all claims and other liabilities that may become due for said maintenance responsibilities. ,:.,•r . r:r: in in the If the ~t~i~ or their successors in interest, fail to ma ta. ~-::.~:.~::~::....:~i.~i.~i•~ii::.~:.:::::.'.`~.'.'~.'~~'.,'.~::::'.:'J:.1:VlJfJ:•:l.~::_ :•::.~1 ~ drainage facilities in conformance with the accepted drainage plan on file at tlie Spokane County Engineer's sO Office, a notice of such failure maY ~ be 'ven to the sou:4 tV. or ~ - . - their successors in interest, by the County Engineer. If not corrected Mthin the period indicated on said notice;, Spokane_ County has, the.right to correct the maintenance failure, or have it corrected, at the expense . . . . : . .~`~,''~~:or their successors in interest. of the . : . . . ~ N •xti•r::::: 1\\ ( / y. ••J{•AVJ .t•~ ~~~~VY~7~•i .J~~~•~ ':•l~{•.• . . . :..::.i..•.~.••~ ' ~ ~'.:..'.'.i'.'•:'~'~::: ':l..: State of Washington ) )ss County of Spokane ) I certify that I know or have satisfactory evidence tliat R.A. Hanson is the person wllo appeared before me, and said person acknowledged that he signed this instrumcnt, on oadi stated that he was authorized to execute the instnunent and acknowledged it as the President of Hanson Industries, Inc., a Washington Corporation; to be the free and voluntary act of such pariy for the uses a.nd purposes mentioned in the instrument. Dated Notary Public in and for the State of Washingfion. My Appointment Eacpires: k 1 . @1m34PH ~ i RECEIF'T 4 32417L _ ` ; A C 0 U N T Y Y ~ L~ ~ ~ 10 P. ~ ~0 U N T Y SPOKANE ca ~~~~INiER_~ ~ LviEK F2~ E NOG C 7584783 5 DOCa n (COV!' ~~~ENANT (NO CHARGE) ~~~06T FEE: TOT~L Me. l;HARCE F~E 12a 00 , - , 4 TDk~~ ~~~~~DING FEE ~Qi ' ~ 47--- ~ ~~ANGE i U~~ RECEIPT Ut , . _ - - - - ~✓vM^hA'+F++n.v-'_.A._•,,.he...,~, i-k ~A : - hhrvlnAr-.-_+'v;e_ti 1.'..nr.dv...hnPvtisV r ~ (37 PLAT NAME N0. P SC Li K') I4aA&ups) aAJ 4ewz- S'I'ATISTICS DATE Plat Check Fee ~ A-<-, 2eeN\e&7~ ~n /°l °I I(rn Number of Lots p~ / m 6J(~ Road Miles (New) Total Area MAP North Arrow ~ Scale Legend rK Procedures & Equipment ' rk Basis of Bearings (&-A f~e--Ve--AP-Aic r~z, Plat Location By Title d Olk . ~ Official Signature Blocks e- C N~A ~1 Surveyors Certificate / ~ ~ Road Names r ~ K42_ Road Widths } Adjacent Area Lot & Block Numbers R/W Dedication designated 1 Foot Strips ~ 3 RPS on GLO Corners Tract X N14- Lot Areas Bench Mark AJ!~- Closure at ~ Cee_ DEDICATION Description (To Map) ~ Description (To Cert) , Owners Certificate to Plat ~ ✓ - 'I 1 Foot Strips RID - CPR Statement MIA Access Prohibited 6-1~- R/W Dedication r~ Drainage Language ~ (~Z- ' Drainage Covenant #f ~ GO -V - Flood Insurance c, k 208 Bonds -$1,000.00 ea 208 PLANS APPROVED Private Road Doc. #'s Private Road Warning Road Plans Road Bond Improvement Ck Road Bond Inspection Signed By Engineer ec,l~-- ~ ~ `7- ~ ~C ~ Yztd2 s~ , - r ~ .1 f - ~ . - , k\d\flplatlist.ck4/00 11 . .s FROM AiVGLE D IST N0R7H EAST T0 P1504P HAtVSOiV. CENTER EAST hl 1/2 13-25-44 8-1 1-`000 D. BEH"f AUTO INVEFISE , START 10000.0000 10000.0000 1 1 I NV N 0 02 56.00 W 2652.5500 1`652. 5490 9997. 7367 2 2 I NV S 89 39 13.00 E `576. 7400 12636.9711 12574. 429E ; 3 I NU S 89 58 06.00 E 1053. 3200 12636. 3890 13E27. 7494 4 4 I NV 5 89 57 44.00 E 1 6E2. 6E00 i2635. `927 15290. 4090 5 5 INV S 0 05 40.00 E 2664. 7400 9970. 5563 15294.8015 6 6 INV N 89 41 38.00 W 2E94. 6800 9yEi4. 9530 12E00. 1600 7 7 IIVV iV 89 40 07.00 W 2E00. 1900 9999.9919 10000.0135 8 LAT & DEP 0.0081 --0w 01 JJ 8 HCLOSE N 59 04 14.11 W 0.0157 10000. 0000 1 0000. 0000 1 PREC = 1 TO 1013779 Ar-ea = 14056745.32 sq ft 322.69847 ac FROM ANGLE DIST NORTH EAS'T Ta PLAT P(]UiVDRY LOTS 1-1 5 BLOGK 2 R LOTS 2-9 BLt7LK 1 AUTO I IVVERSE START 12267. 98 9~ 10743.6941 23 23 Ih1V S 31 07 15.00 W 92.0000 12189. 2299 10696.1444 24 24 INV S 39 54 43.00 W 126. 0300 1209: .560y 10615. 28 24 25 RAn I AL N 41 08 46.00 E DELTA 12 48 47. OOF'tT RAD I US 633.0000 TAN 71.0754 L--ARC 2 41. 5578 F2ADI AL N 53 57 33.00 E RP 1161J• 8y03 10198.7801 144 25 CHORD S 42 26 50.50 E 141. 2630 1 1968. 3232 10710.6225 145 TANCdP7 S 3E 02 27.00 E 145 I RiV S 3E 02 27.00 E :'70. 500Qt 11769.5975 10869.7744 28 28 T tVV S E0 17 03.00 E 315.0100 1 1613. 4475 11143.3588 29 29 INV S 69 50 42.00 E 951.8900 112£i5. 4633 12036. 9588 30 30 IiVV S 73 27 32.00 E 1709. 6500 10798. 7204 13E75. 8562 31 31 I NV N 0 31 06.00 E 509. 0`00 11307.7196 1;680. 4610 32 32 I NV S 89 49 47.00 E 1582.1400 1 1303. 0176 15262.5940 33 33 I NV N 0 05 40.00 W 66.9800 11369.9975 15262.4836 123 123 I NV iV 78 37 56.00 W 2734. b S~c"10 11909.0135 12581.4815 124 124 I NV S 0 33 21.00 E 20.4400 11888.5744 12581.6798 125 125 INV N 78 37 56.00 W 1318. 8E0►Zi 12148. `,291 11288. 69`9 126 1 26 I NV N 0 18 08. 00 W 20.4200 12168.9494 11288.5852 127 127 INV N 78 37 56.00 W 583.4500 1 2283. 9 509 10716.5813 128 RAD I AL N 29 52 14 . 00 E DELTA 1 15 01. OORT 1 FtAD I US 1442.0000 TAN 15.7339 ' L--ARC 31.4666 RAD I AL N 31 07 15.00 E ' RP 11033.5166 9996. 4044 129 128 CHORD S 59 30 1 5. 50 E 31.4659 1~267. 9828 10743. E944 130 TAiVCdPT S 58 52 45.00 E LAT & DEP 0.0064 -0. 0003 130 HCLGSE N 2 40 16.43 W 0.0064 1`2E7. y892 20743. 6941 23 PREC = 1 TO 1644E36 Ar,ea =2466443.64 sq ft 56. E2175 ac FROM ANGLE D I S7 NORTH EA ST TO LOT 1 pLOCK 1 S I DEL I iVES AUTO IIVVEFISE START i::386. 1458 10712.9586 131 - 131 I NV tV 72 49 1 1. 00 W 5.0700 1238"l. 6434 10708.1148 132 132 I NV N 60 28 02. 00 W 247. 7600 12509. ?'j6gE+ 1049L, 545.:, 133 133 INV iV 60 55 42.00 W 4$1. 5E00 12743.7611 10071. ~558 134 1 34 I NV 5 0 40 42.00 E 90.7400 1`b5a. 0275 10072.7301 135 135 INV S 0 02 56.00 E 92.6700 12560. 3575 10072. 8092 136 - RpD I AL 5 89 57 04.00 W ~ DELTA 1 38 20. OOLT RAD I US 40.0000 TAhi 0.5721 - L--ARG 1.1442 RAD I AL S 88 18 44.00 W ' s RP 12560.3916 101 12. 8091 1 37 136 CHORD S 0 52 06.00 E 1.1441 12559.21135 10072. 8~~.'h5 138 TAN@FIT S 1 41 16.00 E 138 I hIV S 35 49 01.00 E 22.4300 1; 541. 0252 10085.9525 1 39 1 39 I NV S 71 09 31.00 E 153.3300 1 2491. 5074 10231.0665 140 140 I NV S 55 38 50.00 E 48.6100 12464. 0774 10271. 1979 141 141 I NV S 71 09 31.00 E' 203.8200 12398.2539 104E 4. 0964 142 RAD I AL IV 18 50 29.00 E DlzLTA 10 52 02. 00Rl" RAD I US 1 G42. 000tZi TAN 137.1627 L-ARC 273. 5024 RAD I AL N 29 42 31.00 E kP 1 1033. 5217 9998.4033 143 142 CHORD S 65 43 30.00 E 273.0926 12285. 9809 10713. 0430 144 TAN@PT S E0 17 29.00 E 144 I NV N 0 02 56.00 W 100. 1700 12386. 1 509 10712.9575 145 LAT & DEPI -0. 0051 0.0011 145 HCLOSE S 1; 23 52.27 E 0.0052 12386. 1458 1071 2. 9586 131 FIREC = 1 TO 328423 Area = 907874 60 sq ft 2.08420 ac FROM AhlGLE D"1ST NOR7H EpST TO BLOCK 2 S I DEL I hiES AUTC1 I NVERSE START 12189.2299 10696. 1444 24 24 I NV S 39 54 43.00 W 126. 0300 12092.5609 10615. 2824 25 RAU T AL N 41 08 46.00 E DELTA 12 48 47. O+ZyRl" RAll I US 633. 0000 ' TAIV 71.0754 L--ARC 141.5578 RAD I AL N 53 57 33.00 E RP 1 1615. 8903 10198. 7801 2E 25 CHORD S 42 26 50.50 E 141.2630 1 1988. ;2s` 10710.6225 27 TANCdPT G 36 02 27.00 E: 27 11VV G 3E 02 27.00 E 270. 5000 11769.5975 10869. 7744 26 28 I iVV S 60 17 03.00 E 315.0100 11613.4475 11143.3588 E-9 29 ItVV S 69 50 42.00 E 951.8900 11:=_'85. 4633 1`036. 9588 30 30 IhlV S 73 27 32.00 E 1709. 6S0iZ► 10798. 7204 13675.8562 31 31 I NV N 0 31 06.00 E 509.0200 11307.7196 13680.4610 32 32 I h!V S 89 49 47.00 E 1582. 1400 11303.0176 15262.5940 33 33 I NV N 0 05 40.00 W 66.9800 1 13E9. 9975 15262.4836 123 123 IhlV N 78 37 56.00 W 1649. 1200 11E95. 0490 13645.7158 151 151 I NV S 74 27 29.00 W 848. 81 00 1 14E7. 6157 12827. 9429 1 52 RAD I AL S 15 32 31.00 E DELTA 33 34 40. OORT RAD I US 992.0000 TAN 299.2926 L-ARC 581.3544 RAD I pL S 18 02 09.00 W - RP 12423.3427 12562.1427 153 152 CHORD N 88 45 1~0 W 573. 0707 1 14~~--'-r-)866 12255. 00'78 1 54 TAN!dP T N 71 57 5'~ : ~~-~z W ~ . 154 I NV N 71 57 51.00 W 961. 9~00 11777.9114 1 1340. 3441 155 K H U 1 h1 L 5 1 kS {Li ` Zi `y .V.1 Zi W DELTA 25 49 :33. OORT RAD I US 1 k'137r -000 . - TAN 23' M - :"'508 L-ARC 467. 4234 RAll I AL S 43 51 42.00 W RP 1: 763. 9564 11661.4115 156 155 CHORD iV 59 03 04.50 W 4E3. 47E5 12016.2640 10942. 8539 157 7AN@FIT N 46 08 18.00 W RAD I AL N 43 51 42.00 E DELTA 12 44 27. OOLT RAD I US 1363. 0000 TAN 152. 1724 L--ARC 303. 089E RAD I AL N 31 07 15.00 E RP - 11033.5207 9998. 4045 1 58 157 CHORD N 52 30 31.50 W 302. 4655 12`00. s5E7 10702. 8G3'7 159 TAN@PT N 58 52 45.00 W 1 59 I NV 5 31 07 15.00 W 13.0000 12189.2276 1 0E96. 1447 160 LA7 & DEF, 0.0022 -0. 0003 160 NCLOaE N 827 52.29 W 0.0022 12189 e2299 10E96. 1444 24 PREC = 1 TO 4681698 Area = 1500767.52 sq ft 34.45288 ac F ROM AiVGLE D I ST Ni7RTH EAST TO PLOCK,'%P:S I DEL I NES AUTG INVERSE START 11909.0135 12581.4815 124 124 I fVV S 0 33 21.00 E 20. 441°1O 1 1888. 5744 12581. 6798 125 11288.6929 1~E 125 I NV N 78 37 56. 00 W 1318. 8E►t~0 12148.5297 126 I NV N 0 18 08.00 W 20.4200 1: 168. 9494 11288.5852 127 127 I NV N 78 37 56.00 W 583. 4500 12283. 9 509 10716.5813 128 RAD I AL 1V 29 52 14.00 E DELTA 1 15 01. OORT RAD I US 1442. 0000 TAN 15.7339 L-ARC 31.4666 RAll I AL N 31 07 15.00 E RP 11033.5166 9998.4044 129 128 CHORD S 59 30 1 5. 50 F 31.4659 12267.9828 10743. 6944 130 TANCdPT S 58 5:' 45.00 E 130 I NV S 31 07 15.00 W 5.0000 1:'2E3. 7024 10741.1102 162 RAD I flL iV 31 07 15.00 E DELTA 12 44 27. QiORT RADIUS 1437.0000 TAN 160.4341 L--ARC 319. J4:J0 RAD I AL N 43 51 42.00 E RP 11033.5166 9998. 4044 163 162 CHORD S 52 30 31.50 E 318. 8870 12069.6149 10994. 1299 164 TAhlCdPT S 4E 06 18.00 E RAD I AL S 43 51 42.00 W DELTA 25 49 33. OOL7 RAD I US 9E+3. 0000 TAN ► 2Q►. 7849 L--ARC 434. 0682 . RAD I AL S 18 02 09.00 W RF' 12763.9522 11661.4115 165 164 CHORD S 59 03 04.50 E , 430. 4029 11848. 2711 1 1363. 2554 166 TAN@PT S 71 S? 51.00 E 1E6 INV S 71 57 51.00 E 9E1. g30Q► 11550.4463 lc:'77. 9191 167 RAD I AL S 18 02 09.00 W DELTA 33 34 40. OOLI" RAD I US 918. ~~00 TAN 276. 96E3 ' L-ARC 537.9873 rn rt u t r-~. ~ t..J t.cc.~ - RFI 12423. 338E► 1`56::'. 1426 168 167 CHORD S 88 45 1 1. 00 E 530. 2521 5 1 1 538. 9057 12808.1150 169 TANCdPT N 74 27 29.00 E 169 I NV N 74 27 29 . 00 E 703. 01 00 1 1727. 2728 13485. 4191 170 170 I NV N 78 37 56.00 W 922. 0`00 1 1909. 0085 12581. 4872 171 LAT & IDEID 0.0050 -0. 01'c~5I 171 HCL.OSE N 48 36 06.07 W 0.0075 11909.0135 12581.4815 124 F'REC = 1 TO 77E276 At^ea = 739275.43 sq ft 1E.97143 ac FROM ANGLE DIST fVORTH EAST TO CENTE RL I NE I iVD I ANA A&#SiOUTS I DE ClF PLAT AUTO INVERSE START 12E52. 5490 9997.7367 4 2 INV S 0 02 56.00 E 140.6100 12511.9391 9997. 8566 73 73 I NV S 78 32 09.00 E: 7.6000 12510.4285 10005. 3►Zi50 74 74 I NV S 71 09 31.00 E 470. 4400 22358. `,002 10450.5371 75 RAD I AL N 18 50 29.00 E ' DtLTfl 12 16 46. OORT RAllIUS 1400. iliQ►00 TAN 150. 5986 L--ARC 300.0434 RAD I AL 1V 31 07 15.00 E RFI 11033. 5175 9998. 407Ei 76 75 CHORD S 65 01 08.00 E `99. 4695 12232. 0284 10721. 9903 77 TAIV@PT S 58 5: 45. 00 E 77 I NV N 31 07 15.00 E 42.0000 1F267. 9837 10743.6978 78 LAT & DEFIe --0. .0009 -0. 0034 78 HCL05E S 74 30 48.00 W 0.0035 12267. 9828 10743. 6944 130 F'REC = 1 TO 273317 No Area FROM AfVGLE D I ST IVOR'TN EAST TO CEiVTE RL I NE I iVD I ANA AV& AUTO INVERSE S"fART 1`232. 0284 1+Zt721. g903 77 RAD I AL N 31 07 15.00 E DELTA 12 44 27. OORT RAD I US 1400. 0000 l'HN 156. 30: 3 L-ARC s 1 1. 3173 RAD I AL N 43 51 42.00 E RP 11033.5i75 9996. 4078 76 77 CHORD S 52 30 31.50 E 310.6763 12042. 9383 1 0968. 4953 79 TANCdP1' S 46 08 18.00 E RAD I AL S 43 51 42.00 W DEL.TA 25 49 33. 0QIL.T RAD I US 1 000. 0000 TAN `29. 2679 L--ARC 450. 7~58 RAll I AL S 18 02 09.00 W RP 12763.9532 11661.4149 80 79 CHORD S 59 03 04.50 C 446. 9397 11813. 0901 11351. 8031 81 TAhl@P7 S 71 57 51.00 E 81 I NV S 71 57 51.00 E 961.9300 l1515.2653 12:'66. 4b68 62 RADIAL. S 18 02 09.00 W DELTA 33 :.~4 40. OOLT RAD I US 955.0000 7AN 2&8. 1294 L-ARC 559.6709 RADIAL S 15 32 31.00 E RN i2423. 3;95 i25E+2. 1460 83 8:~ CHORD S 88 45 1,'r k~ E 551.6961 i l50~%-,.='595 1 2818. 0322 84 TANi.dF'T N 74 27 E ; 84 I NV N 74 27 29.00 E 775.9100 11711.1598 135E5. 5708 85 60 1 IV V 1 V (o J( Zj C► . 14f IGI W O 1• / JV.«W 1 1 I c. r• ~ I..J t_ a.J -T v.., ■`T v- rW v._• -__--_-___-___-----=-__-LAT`w~ DEP~___________________~ ~~-~-14004 __----y0. 0054 6E HCLOSE S 8E~ Q~2 4ta, 3 W 0.Q~055 1 1"l~ :~:~'7~ :8 1~48~. 4191 17~ PREC = 1 TO 575845 No Area . ~ - - - A, - - - - FROM AIVGLE D I ST NORTH EAST TQ P1508P► HANSON CENTER EAST N1/2 13-25-44 5-17-2000 D.PERTO AUTO INVERSE START . 1 0000. 0000 1 0000. 0000 1 1 INV N 002 56.00 W 2652.5500 1`652. 5490 9997. 7367 2 2 I NV S 89 39 13.00 E 2576. 7400 12636.9711 1 2574. 4F96 3 3 ItVV S 89 58 06.00 E 1053. 3200 1`E3E. 3890 13E27. 7494 4 4 I NV S 89 57 44.00 E 1662. EE00 12635.2927 15290. 4090 5 5 INV S 0 05 40.00 E 2EE4. 7400 9970.5563 15294. 8015 E 6 INV N 89 41 38.00 W 2694.6800 9984. 9530 12600.1600 7 7 I NV N 89 40 07.00 W 2E00. 1900 9999. 9919 10000. 0135 8 LAT & DEP 0.0081 -0. 0135 8 NCLOSE N 59 04 14.11 W 0.0157 10000. 02t00 10000.0000 1 F'REC = 1 TO 1013779 Area = 14056745. 32 sq ft 32`. b9847 ac FROM ANGLE DIST NOR1"H EAST TO PLAT POUNDRY AUTO INVERSE SYART 12653. 0250 1007:'. 7363 17 17 INV S 0 02 56.00 E 92.6700 1`SE0r J5J0 1007`. 8153 18 RAD I AL S 89 57 04.00 W DELTA 71 06 35. OOLl' RAD I US 40.0000 TAiV 28.5895 L-ARC 49.6440 RAD I AL S 18 50 29.00 W RF' ' 1 .3892 10112.8153 19 18 CHORD S 35 36 13.50 E 46.5186 1' '':-~2. 5325 10099.8974 20 TAN@PT S 71 09 31.00 E 20 I NV S 71 09 31.00 E 384.8200 8 .2551 10464. 0972 21 RAD I AL N 18 50 29.00 E DELTA 1:' 16 4E. OORT RAD I US 1442. ~000 TAhI 155.1166 ~ L-ARC 309. 0447 . RAD I AL N 31 07 1 5. 00 E RG 11033.5229 9998.4041 22 21 CHORD S 65 01 08.00 E 308. 4536 12267.9892 10743. E►941 23 TANCdPT S 58 52 45 , E :~3 i NV S 31 t~7 1 5. ~Z► 92. Q~Q~Q~Q~ ~1 2189. 2c'99 10E~96. 1444 24 24 I NV 5 39 54 43.00 W 1126.0300 12092.5609 10615. 28 ;:?4 25 RAD I AL N 41 08 46 . 00 E ~ DELTA 12 48 47.0ORT RAD I US E33 ~Q~0 TAN 71. ~ G4 ~ . L--ARC 141. JJ7 RADIAL iV 53 57 33. ~td E kP 11615.8903 10198. 7801 216 25 CHORD S 42 26 E .2630 11988.3232 10710. 6225 27 TAN~.dF'T S 36 0:~ 27.00 E 27 I NV S 36 02 27.00 E 270. 5000 1 1769. 5975 108E9. 77'44 28 28 I 1VV S 60 17 03.00 E 315.0100 11613.4475 11143.3588 29 29 I h!V S E+9 50 42.00 E 951. 6900 11285.4633 12036. 9588 30 30 INV S 73 27 32.00 E 1 709. 650tD 10798. 7204 13675.8562 32 31 T IVV iV 0 31 06.00 E 509.0200 1 1307. 7196 1368Q►. 4610 32 32 IhlV S 89 49 47.00 E 1582. 1400 11303.0176 15262.5940 33 33 I NV N 0 05 40.00 W 128. 2000 1 1431. 2174 1 5262. 3827 34 34 IfVV N 78 37 56.00 W `735. 1500 11970. 3320 12580. 8904 35 35 I NV N 0 33 21.00 W 20.4400 11990.7710 12580. 6921 36 w7GI 11v Y IV I 0 J! UJQ •V., YJ W 1 J 1 O• 'TK.I W., KJ 1 L.L-- JW.+• VJJC, 1 11-- 00• 1 Jo G w7 I 37 INV S 0 16 08.00 E 3.6400 12c:4E+. 995E 1_1288. 17 r4 38 38 TiVV N 78 37 56.00 W 365. 0000 1`318. 9393 10930. 3359 39 39 I NV N 72 49 1 1. 00 W 232. E000 12387.6445 10708.1145 40 40 IIVV N bQt 28 02.00 W 247.7600 1; 509. 7707 10492.5450 41 41 I NV RI 60 JJ 42.00 W 481. 5600 12743. 7623 10Q+71. 6555 42 42 I1VV S 0 40 42.00 E 90» 7400 1`b53. 028b 10072. 7298 43 LAT & DCF -0. 003b 0.0065 43 HCLCISE S 60 40 35.90 E 0.0074 12653.0250 10072.7363 17 F'REC = 1 TO 1634175 Area 2902978.99 sq ft 66.64323 ac FROM phIGLE DIST NOR7H EAST TO BLOCK ` S I DEL I tVES AUTO IhlVERSE START 12189.2299 1 0E9E. 1444 24 24 IIVV S 39 54 43.00 W 126.0300 12,092. 5609 10615. 2824 25 RAD I AL IV 41 08 46.00 E DELTA 12 48 47. OORT RAD I US 6 33. ~000 TAN 71.0754 L-ARC 141. 5578 RAD I AL iV 53 57 33.00 E RF' 11615.8903 1 0198. 7801 -16 25 CHORD S 42 26 50.50 E 141. 2630 1 1968. 3232 10710.6225 27 TAhiCdPT S 36 02 :7.00 E 27 I NV S 36 02 27.00 E 270.5000 11769.5975 108E9. 7744 28 28 I NV S 60 17 03.00 E 315.0100 11613.4475 11143.3588 29 29 INV S E9 50 42.00 E 951. 8900 11285. 4633 1='03E+. 9`►88 30 30 IiVV S 73 27 32.00 E ! 109. b500 10798. 7204 3 75.8562 31 31. I NV N 0 31 06.00 E 509.0200 1 13O7. 719~ 1 80.4610 32 32 I hIV S 89 49 47.00 E 1582.1400 11303.0176 15262.5940 33 33 I i~V N 0 Q~5 4Q+. Q~Q~ W 128.2000 11431.21 1526:'. 3827 34 34 INV N 78 37 56.00 W 1523. 9300 11731.59 13768. 3489 44 RAD I AL S 19 29 17.00 E / DELTA 3 56 46.0ORT 6 RAD I US 992.0000 TAN 34.1743 L-ARC 68.3217 RAD I AL S 15 32 31.00 E RF~ 12 66.7626 3437. 4074 45 44 CHORD S 72 29 +~6. 00 W 8. 3081 1171 1 r 0,cJ 37~3. `076 4E TANCdF'T S 74 27 29.00 W 4E I NV S 74 27 29.00 W ~ 2~ 490 11467.611 ~ 2`827. 9370 47 RAD I AL S 15 32 31.00 E DELT~1 33 34 4Q~.Q~ORT RAD I US 992. 0t~0t~ TAN 2 y9.2 9~6 L-ARC 581. 3544 RAD I AL S 18 02 09 . 00 W RF' A r 42-3. 3384 12562. 1368 48 47 CNORD IV 88 45 1 1. 00 W 573. 0707 480. 0B22, 12`55. 0019 49 TAN@PT N 71 57 51.00 W 49 INV IV 71 57 51.00 W 961. 9300 11777. 9070 11340. 3382 50 RAD I AL S 18 02 09.00 W DELTA 25 49 33. OORT RADIUS 1037.0000 TAN 2;7. 7508 L-ARC 467. 4234 RAD I AL S 43 51 42.00 W RP 12763.9520 11661.405E 51 50 CHORD N 59 03 04.50 W 463.4765 1`016. 259b 10942. 8480 52 TANCdPT N 46 08 18.00 W RAD I AL N 43 51 4; "4.0 E ~I DELTA 12 44 : - -,4LT - - RAD I US 1363.0000 1 r"f 1 V 1 G• 1/ L~ -T L-ARC 303. 0896 RAD I AL N 31 07 1 `Q~ f E RF~ 11 ,',5163 9998. 3986 53 52 CHORD N 52 30 31.50 W 302. 4E55 122iZ+0. 3523 10702. 8578 • 54 TANCdF'T N 58 52 45.00 W 54 I NV S 31 07 15.00 W 13.0000 12189.2233 106 96. 1388 JJ LAT & DEF, 0.0066 0.0056 SS HCLOSE iV 40 10 45.06 E 0.0086 12189. 2299 10696. 1444 - 24 FIREC = 1 TO 1223096 Area = 1595844. 52 sq ft 3Er 635JJ ac FRC]M ANGLE T3I ST NORTH EAST TO HLOCK 1 S I DEL. I iVES AUTO INVERSE START 12653.0250 10072. 7363 17 17 I NV S 0 02 56.00 E 92.6700 12560. 3550 100'l2. 8153 18 RAD i AL S 89 57 04.00 W DELTA 71 06 35. OOLT RAD I U5 40.0000 TAN 28.5895 L-ARC 49.6440 , RAD I AL S 18 50 29.00 W RP 125E0. 3892 10112.8153 19 18 CHORD S 35 36 13.50 E 46.5186 125:?2. 5325 10099. 8974 20 TAN@PT S 71 09 31.00 E 20 I htV S 71 09 s 1. Q►0 E 384. 8200 12398.2551 10464. 097::: 21 RAD I AL N 18 50 29.00 E DELTA 1: lE 46. OORT RAD I US 144`. 0000 TAN 155.1166 L-ARC 309. 0447 RAD I AL N 31 07 15.00 E RP 1 1033. 5229 9998. 4041 22 21 CHORD S E5 01 08.00 E ~ t 453b 1 2267. 9892 1 0743. 6941 23 Tp{V@PT S 5fs 52 45.00 23 I NV 5 31 07 15. Q~0 W Q~@Q~~ 12263.7088 10741. 1099 ~l RAD I AL N 31 07 1 5. 00 E DELTA 12 44 27. OORT RAD I US 1437.0 0 ~ TAN 1 60. 43 ~ L-ARC 319.545 RAD I AL N 43 51 42.00 E RP v 1 33.5229 9998. 4041 56 55 CHORD S 52 30 3 50 E 318. 8870 rN 069. 6213 10994. 1 296 57 TAN@F'T S 46 08 18. 0 E RAD I AL S 43 51 42.0 W ~ DELTA 25 49 33. OOL ' RAD I US 96 3. 0000 TAN 220. 7849 L--ARC 434. 0682 RAD I AL S 18 02 09 . 00 W RP 12763. 9586 11661.4112 58 57 CHORD S 59 03 04.50 E 430. 4029 1 1848. 2775 11363.2551 59 TANCdPT S 71 57 51.00 E . 59 INV S 71 57 51.00 E 9E+1. 9300 11JJ0. 4527 12277. 9188 E0 RAD I AL S 18 02 09.00 W DELTA 33 34 40. OOLT RAD I US 918. 0000 TAh! 276.9663 L--ARC 537. 9813 RAD I AL S 15 32 31.00 E RP 12423.3450 12ciEc. 1424 61 60 CHORD S 88 45 11.00 E 530.3215 11538.9120 12808.1147 E2 TAN@PT N 74 :7 29.00 E 62 T NV N 74 27 29.00 E 835. ,.'iB00 11762.8005 13613.1414 63 0 J 1 1 V V 1 V / O .a / .J 0 .W-1 VJ W 1ILI .J L. 7 1ILI KJ 1 1 7/ K.9 . J J.J Y 1 L J o K., • o o/ G c~l -r 64 I NV N 0 33 21.00 W 20.4400 1 1990. 7744 12580. E889 65 ES I NV N 78 37 56.00 W 1318. 4000 12250. 6390 11288.1530 EE 66 I NV S 0 18 08.00 E 3.6400 12246.9990 11288.1722 E7 E7 T NV N 78 37 56.00 W 3E5. 0@00 12318.9427 10930. 3327 68 66 I NV N 72 49 1 1. 00 W 232. 6000 12387. E+479 10708.1113 ' E9 E9 IiVV iV E0 28 02.00 W .247. 7b00 12509. 7?41 10492. 5418 70 70 I NV N E0 JJ 42.00 W 481.5600 12743.7657 10071. 6523 71 71 I NV S 0 40 42.00 E 90.7400 1`653. 0321 10072. 7`66 72 ----------------r____--------____________________~__...---------N_....____------------------ LAT & DEF{ -0. 0071 0.0097 72 HCLOSE S 54 02 05.80 E 0.0120 12E53. 0250 10072. ?363 17 PREC = 1 TO E44E+36 Area = 1070961.52 sq ft 24. 58589 ac FROM ANGLE D I ST IVCIRTH EAST TO CENTERL I NE I iVD I ANA AVE OUTS I DE OF PLAT BOUIUDRY AUTO INVERSE STAR7 12652. 5490 9997. 73E7 2 2 fv IiVV S 0 02 56.00 E 140.6100 1251 1. 9391 9997.8566 73 73 I NV S 78 32 09.00 E 7.6000 12510.4285 10005.3050 - 74 I N V S 71 09 31.00 E 470. 4400 12358. 5002 1 0450. 5371 75 RAI7I AL N 18 50 29 . 00 E DELTA 12 16 46. OORT RADIUS 1400.0000 TAN 150.5986 L--ARC 300. @434 RAD I AL N 31~7 1 5. 00 E RP 11033.5175 9998. 4078 76 75 CHORD S 65 0108. 00 E 299. 4E95 12232. 0`84 10721.9903 17 TANCdPT S 58 2 45.00 E 77 I IVV N 31 7 15.00 E 42.0000 12`67. 9837 10743. 6978 78 LAT & DEF, 0.0054 --0. 0037 78 HCLOSE iV 34 12-1:~. 31 W 0.0066 1"b7. 9892 10743. 6941 23 F'REC = 1 TO 14 ~32 o Area FROM NGLE D I ST iVORTH EAST TO CENTERL I NE I h1D I ANA AVE AUTO INVERSE START 12232. 0284 10721.9903 77 RADIAL N 31 07 5. 0 E ~ DEL.TA 12 44 21 .0 T RADIUS 1400. 0 TAN 156 30•~ L-ARC 31 .31 3 RAD I AL N 43 51 4'. 0 E RF' 1 1033. 5175 9998. 4078 76 77 CHORD S 52 30 50 E 310. E763 12042. 9383 10968.4953 79 TANCdPT S 4E 08 18.00 E RAD I AL S 43 51 42.00 W DELTR 25 49 33. OOLT 1RAD I US 1 0tZ~t~. 00 TAN 2:~9. 79 ~ L--ARC 450. 8 RAD I AL S 18 02 09.00 W ' RP 127E3. 9532 11661.4149 80 79 CHORD S 59 03 04.5 446. ~ 1 1813. 0901 11351.8031 81 TAN@PT S 71 57 ~ E 61 INV S 71 1.00 E 9E1. 9300 11515. `6512266.4668 82 RAD I AL S 18 02 09.00 W DELTA 33 34 40. OOLT ~ RAD I US 955.0000 ?'AiV 288.1294 L--ARC 55~", 709 RAD I AL S 15 32 3~~, RP 12423.3395 12562.1460 83 va.. v11Vl%u V VV 'T%J 11• V-1 YJ L ~J~J1• V JL~1 i 1JY.~J• LJ~..J 1L- V1V• K.~..JL~..7 VT . TANCdPT N 74 27 29.00 E 84 ~ I NV N 74 27 2~'y- -)2I E 908. 4900 117 tir"~~ 837 1 a693. 3030 85 85 INV N 78 37 W 81.7500 1 17E~~~. 972 13613.1567 86 , LAT & DEP 0.0033 --0. 01 54 ~ ~ 6E HCL05E N 77 51 48.93 W 0. 0157 11762.8005 13E 13. 1414 E3 ~ PREC = 1 TO 208200 iV o Ar ea / \1 . ~ n 4524761 , • 10~13r2404 o 04;52P TRbNSNAtibN. T1T1 F 1NS M AGA S15B Sonkmne N. Wll AFTER RECORDING RETURN TO: Drew M. Bodker 1401 S. Grand Blvd. #203 N Spokane, Washington 99203 R E. FsaW Tax fixempt a.rr 10 I 3 Zo do spaf~ne OMM7beas. ey RESTRICTIVE USE AGREEMENT AND EXCLUSIVE ACCESS EASEMENT ~ This Restrictive Use Agreement and Exclusive Access Easement (the "Agreement and Easement') is made and entered into this /3"4day of October, 2000, by and between SPOKANE HOTELS, L.L.C. DBA R.Y., L.L.C., a Louisiana limited liability company ("Grantor') and Hanson Industries, Inc., a Washington corporation, ("Grantee'). WITNESSETH: WHEREAS, Grantor is the owner of Parcel A and Grantee is the owner of Parcel B, being certai.n adjoining parcels real estate located in Spakane County, the legal descriptions of which are described on Exhibit "A" attached hereto and incorporated herein by this reference as though fully set forth, and the abbreviated legal descriptions and tax parcel numbers of which are as follows: Pa NW '/4 S 13 T25N R44EWM Tax Parce) No. 45132.9073 Parcel R Ptn Gov Lots 3& 4 and N'/2 S 13 T25N R44EWM Tax Parcel No 45135.9031 and 45132.9073, NOW, THEREFORE, in consideration of the mutual benefits to be received, the adequacy and sufficiency of which is hereby acknowledged, it is agreed as follows: -1- H:1HCE1Exclusive Access Easement.do00/11/2000 ~ f-- . 4524761 • 111 10~13J2000 o04:52P TRANSNdTIOH. T1T! F TNS CO AGR S14A Sookane Co. WA 1. Grantor hereby grants and conveys to C'mantee an exclusive easement over the northerly five {5'} feet of Grantor's Parcel A for ingress and egress purposes and for the purposes of installing, repairing and replacing a fence along the northerly line of Grantor's Parcel A and for reasonable ingress and egress to the fence. Grantor shall have the right to reasonably approve the Grantee's fencing plans prior to instailation. The purpose of this exclusive easement is to ensure that only the Grantee shall have access over and across the northerly five (5') feet of Grantor's Parcel A to the former Burlington Northern Railroad property which abuts the northern line of said Pazcel A. Crrantee shall not be required to instatl the aforementioned fence, but Grantee shaJl have the option to do so. 2. Grantor shall have the right to use the property within #he five (S') foot wide easement for landscape purposes and for any other purposes that do not unreasonably restrict the access rights and fence installation and repair rights of Grantee. Until such time as this Agreement and Fa.sement has been tenminated, as hereinafter provided, Grantor shall not allow any buildings or structures to be constructed within the five (5') foot wide easement. 3. Pursuant to that certain Second Amendment Agreement dated August 24, 2000, between the parties hereto, should Cnantee later acauir+e a portion of the abandoned nurlington Northern R.ailroad property ("the Additional Property') lying adjacent to the north line of Grantor's Parcel A, then Grantee shall have the right but not the obligation #o require Grantor to exchange the "Additional Proper#y" for the "Substitute Additional Property" as defined in said Second Amendment Agreement. The Additional Property and the Substitute Additiona.t Property are [egally described on Exhibit "B" attached hereto and incorgorated herein by this reference. All costs of such exchange of properly shall be at Grantee's sole cost and expense, including without limitation, all closing fees, engineering fees and the cost of reconstructing any storm water drainage facilities or landscaping on the Additional Property to replace the storm water drainage facilities or landscaping that were previously constructed and used by Grantor on the Substitute Additional Property. There shall be no additional consideration to be paid by Grantee to Cnantor for this exchange of property and the Additional Property and Substitute Additional Property are deemed to be of equal value. 4. Grantor agrees that Grantor and any future owner of the Substitute Additional Property shall not constntct any buildings, parking facilities ox other major improvements on the Substitute Additional Property, which is a part of Parcel A. Grantor acknowledges that the Substitute Additional Property is needed for required open space, landscaping and drainage facilities and therefore Grantor agrees to limit the use of the Substitute Additional Property to open space, landscaping and drainage facilities. If the Substitute Additional Property is later exchanged to Grantee for the Additional Property, then the restrictive covenants and the exclusive easement set forth hereinabove shall automatically terminate, PROVIDED HOWEVER, that the same restrictive use covenants shall then be applicable to the Additional Property which will be owned by Grantor. -2- H:U-iCElExclusivc Access Easement.docl0/I 1/2000 f' ~ • ) ~ . ,~C.. . . 4524761 0113I2004 ~04,52P TRANSMTI4N, tITIE INS 04 AGR $15.00 Sookane Co. WA EXHIBIT "A" PAR,VEL "A" A parccl of Iand tocatccl in tlis Northwest Quarter of Section 13, Tovatistiip 25 North, Ranga 44 East, of the Wiilamette Meridian, Spokane County, Wasliington being rnore particularly described as follows: Comrnencing at the Northwest corner of said Section 13, from wtuch point tite Nortli Quaricr corner of said section bears S.89°39'13"E., a distance of 2576.74 feet; tiience S.68°35'I 1"E., a distance of 1259.37 feet to a point on tjie Soutlierly margin of tlie i'ormer Burlington Northern Railroad right of way and TitLIE POINT OF IIEGINNING; thence S. ! 1°22'04"W., a distance of 232.67 feet to the beginning of a non-tangent curve concave to the Norti), 1}aving a radius of 963.00 feet anJ from which point a raciial liite bears N.33°53'58"E.; tlyence Soutlieasterly aloiTg said curve tbrough a central angle of 15°S 1'49", an arc distance of 266.63 feet; thence S.71 °57'S 1"E., a ciislaitce of 76.04 feet; tlience N. l 1°22' l2"E., a ciistance of 223,72 feet; thence S.78°37'56"E., a distance of 501,05 feet; tlience N.1 }°22'04"E., a distance of 24.78 feet; thence N.78037'56"W., a distance of 60,00 feet; Ilience N.1 1°22'04"C., a distance of 40.40 feet to said Southerly margin; thence Noriliwesterly along said Southerly margin the following three (3) coursas; (l) tlicncc3 N,78°37'56"W., s dislnrice of 648.86 fcct; (2) tlicrjcc N.00°18'08"W., a dislance of 20.42 i'eet; (3) tttence N.78°37'56"W., it distance of 120,79 feet to tlie True Poinl of Deginning. Containing 118,920 square feet (2,73 acres), more or less. • c:; ~ ' _ : .4.p4 w: • ' , . , . . : . . L11HD S fXPIR~B 12013 t Wll 1 • ~ 4 524 66Of 8 ~ J ■~~n-n 10~1312000 04,52P . 1RANSNAII4N, TITIE INS CQ AGR 315.00 Scokane Co. WA EXAIBIT "A1° (cont. ) PAItCEL "B" , That portion of Government Lots 3 and 4 in Section 13, Township 25 North, Range 44 East, of the Willamette Meridian, Spokane County, Washington bounded on tlte West by the Easterly [3oundary of the final plat of SULL[VAN PARK CCNTfR recorded in Voluiite 19 of Plats, PAges 25 and 26, on the Soutli by the Northerly margici of SR-90 (Spokane to Greenacres, PSH 112), and oii the Noctli by the Southerly margiii of the fonner IIuriinbton Northern Railroad risht o£ way. TOGE'fHER WITH the East 1554.24 feet of the West 3150.70 feet of the South Ha1f of tlle North Iialf of said Section 13, lying Nortlierty of the Northerly margin of SR-90 (Spokane to GrcenACres, ['SEI 42) EXCEPT that poriion being more particularly described as fo}lows: Commencing at the Northwest corner of said Sectian 13, from which point the North Quarter corner of said sectiott bears S.89°39' 13"E., a distance of 2576.741'eet; tlience S.68035' 11 "L., a ctistance of 1259.37 feet to a point on the Soutlterly margin of tltie former Btirlington Nortlierti Railroad right of way Aitd 'fRUE POINT OF I3LGlNN1NG; t1ie»ce S. l 1°22'04"W., a distarice of 232.67 feet to the begiiining of a non-tangent curve concave to the North, having a radius of 963.00 feet and from whicli point a radial tine bears N.33°53'58"E.; thence Southeasterly alorig said curve thcaugh a central angle of i S°51'49", an arc distance of 266.63 feet; lhence S.71 °5?' S1 "C., a distance of 76,04 feel; thence N. 11 °22' ] 2"E., a distance of 223.72 feet; thence S.78037'56"E., a distance of 501.05 feet; ttience N.1 I°22'04"E., n distance of 24.78 feet; thence N.78037'56"W., a distance of 60.00 feet; tlienceN.11°22'04"E,, a dislance of 40.00 feet to saicf Southerly,margin; thence Nortltwesteriy along said Southerly margin the following three (3) courses; (1) tlience N.78°37'56"W., a distance of 648.86 feet; (2) tlience N.00°18'08"W., a distance of 20.42 feet; (3) tlience N.78°37'56"W., a distance of 120.79 feet to the True Point of IIeginning. Containing 28.23 acres, more or tess. tG1` . ► . •,~•1• ti•' , _ i • Z ~ ' ; O 0•: Z LA~1~ Oq~tR~B 1~ Os OO ' 4524761 Paqe: 1071312000 ~ 04:5ZP 1WINSNkT10N. TiTI F iNS M df,R 415.QQ Sonkane Co. M!d EXHIBIT "6" SUBSTITUTE ADDITIONAL PROPERTY A parcel of land located ia the Northwest Quarter of Section 13, Township 25 North, Range 44 East, of the Witlamette Meridian, Spolcane County, Washington being more particularly described as foilows: Commencing at the Northwest corner of said Section 13, from which point the North Quarter corner of said section bears S.89°39' 13"E., a distance of 2576.74 feet; thence S.68°35' 1 l"E., a distance of 1259.37 feet to a point on the Southerly margin of the former Burlington Northern Railroad right of way; thence along said Southerly margin the following three (3) courses; (1) thence S.78°3756"E., a distance of 120.79 feet; (2) thence S.00°18'08"E., a distance of 20.42 feet; (3) thence S.78°37'56"E., a distance of 207.81 fcet to the TRUE POINT Or I3EGINNING; thence continuing 5.78°37' S6"E. along said Southerly rnargin, a distance of 441.05 feet; thence 5.11°22'04"W., a distance of 40.04 feet; thence S.78°37'56"E., a distane of 60.00 feet; thence S.l 1°22'04"W., a distance of 24.78 feet; thence N.78°3756"W., a ciistance of 501.05 feet; thence N.l 1022' i2"E., a distance of 64.78 feet to the True Point of Beginning. Containing 30,058 square feet, more or less. , , •1 • • ` ♦ ~ A {r • O~ ~ • ` : 1`C • ; g ~3 ♦ . . . , . . . ~ ExPIRl~ l! 04 0~ . ~ - • • • ' . 4524761 TRdR r 4~13 af 8 NdTIOH. tITLE INS t;0 AGA 12000 04:52p . S15.Od Sa~kanP Co. WA EXHIBIT "6" (cont.) ADDI'TIONAL PROPERTY A parcel of land located in the Northwest Quarter of Section 13, Township 25 Nonh, Ranbe 44 East, of the Wiilamette Meridian, Spokane County, Washington being more particularty described as follows: Commencing at the Northwest corner of said Section 13, from which point the North Quarter corner of said section bears S.89°39' i 3"E., a distance of 2576.74 feet; thence S.68°35' 11 "E., a distance of 1259.37 feet to a Point on the Southerty margin of the former Burlington Northern Railroad right of way and TRUE POfNT OF BEGYNNfNG; thence along said Southeriy margin the following three (3) courses; (1) thence 5.78°37'56"E,, a distance of 120.79 feet; (2) thence S.00018'08"E.0 a distance of 20.42 feet; (3) thence S.78037'56"E., a distance of 207.81 feet; thence N.1 1°22' 12"E., a distance of 100.00 feet to the Northerly margin of said right of way; thence along said Northerly margin the following three (3) courses; (1) Iy.78°37 S6"W., a distance of 228.47 feet; (2) thence S.00° 18'08"E., a distance of 3.64 feet; (3) thence N.78°37'56"W., a distance of 105.00feet; ihence S.l 1°22'04"W., a distance of 76.44 feet to the True Point of Beginning. Containing 30,443 square feet, more or less. ~ ; . '~;i • ` . 'r' • J ~ t ~ ~ . i b ' • O Z ~ O ~fl ~8 1~ Od ~ 66111 43992352 1 of 2 p g~p61i999 01;33P ~A23'-'/ AYI STA 2 ~ 01; 28P Sp~ane Ca, Y~ Return Address: -$9.00 Scokane Go, M~A Avista Corporation Reai E;tate Jepartrnent P.O. Box 3727 Spokane, Washington 99220-3727 (Hansvn) UTILITY LINE RIGHT 4F WAY EASEMENT RERECORDED TO CORRE4T SFrCTION NO IN PARAGRAPH 1 For Mutual Benefits, the receipt of which is hereby acknowledged, HANSOIV INDUSTRIFS, INC., a Washington corporation, "Grantor" hereby grants, conveys and warrants to AVISTA CORPORATION, a Washington corporation "Grantee", an easement on, over, under, along and across real propcrt~dentified as Assessor Parcel No. 45116.0102 and No. 45132.9064, located in the Northwest Quarter of Section , Township25 North, Range 44 East, W.M. in Spokane County, State of Washington, and being more particularty described as follows: A ten foot wide strip af land in Government Lots 3& 4, Section 13, Township 25 North, Range 44 East, W.M., in Spokane County, State of Washington, lying southerly of the southerly line of the abandoned Burlington Northern Railraad right-of-way, easterly of the easterly boundary of Sullivan Park Center, and westerly of a point on said right- of-way line that is South 78°3?'Sb" East, a distance of 648.86 feet from the intersection of the west line of said Government Lot 3 with said right-of-way line. Said easement surip adjoins said right-of-way line EXCEPT through a transition segment in the east 200 feet of Government Lot 4, through which segment the northerly line of said easement strip is no more than 20.42 feet south of said right-of-way line. 1. PI)RPOSE. Grantee shall have the right to construct, reconstruct, operate, maintain, repair, relocate and replace underground ulility iineb, "faci►ities", or►, o•rer, u„dcr, a:or,g ;.nd ac:oss taha he:ein de.;rribed proCesty, segether witt► a~1 necessary facilities and appurtenances. AT SUCH TIME that facilities interfere with the development of said property, they wiU be abandoned by Grantee. At that time, Grantor will grant easement rights to Grantee for installatioo of facilities necessary to serve the Cellular I.ease Site as shown on the cectain Revord of Survey as eerorded under Auditor's file No. 43035$9. 2. ACCE.SS AND DAMAGE Grantee shall have access over and across the above described property and the adjoining property of the Grantor for the purpose of the installation, repair and maintenance of said facilities, provided the Grantee repairs darnages or compensates the Grantor for any damage to said properties as a result of such access and repair and maintenance. 3. RIGHT OF WAY CLEARING AND MA►INTEh'ANCE. Grantee shall have the right to cut, trim and remove any and all brush , branches and trees, including danger trees, on the above described or adjoining property of the Grantor, that in the opinion of the Grantee, could interfere with the safe and reliabte operatioa of Grantee's facilities as des¢ribed herein, or that could interfere with the exercise of Grantee's rights as granted herein. -,.Avista Corporation Docwnent No.11,44 r . . R.E. Exc..Tax ENWO Page 1 of 2 R.1E. Fsx Tax Exempt S ~ pate 20~ 1 h►'it+et~s• ~~r , F . , , _ ~ _.o.,~.... . . ..,a. •a~M^ . , ~ 1 SEE SHEET NO |ot ct 0 Cr3 SPCM-4 Are- • CDNIA=A00=loommitneez 20() 0 200 40 ) SCALE tAl FEET cdefrouft INTEANAL. 2. , o ' !t- ---- ..,---- • cr--0..?,....9„. (-: . .„...-- . ,cp...„.....t ....--- -'..,--- . ocr''- /DIX 0 HANSON HANSON INDUSTRIES, INC. 15807 East indiana Avenue, Spokane, WA 99216 MR JOHN HOLMAN SPOKANE COUNTY ENGINEER 1026 W BROADWAY AVE -SPOKANE WA 99260-0179 • r i 1~ ~ i I1 1~ ~~l I! ! ~I , ~ S P O K A N E C O U N T Y . L DMSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT February 28, 2002 Mr. Paul T. Nelson S TI Northwest 2214 E. Riverside Ave. Spokane, WA 99202 Re: Hanson Center East Sidewalk . . Dear Mr. Nelson, Ross Kelley has asked me to respond to your letter of November 28, 2001 regarding the quality of the sidewalk construction at Hanson Center East. As you know, in order for a project to be accepted, construction must adhere to County standards and the project plans. We have reviewed our position on the issues that you raised and offer the following response. You are correct regarding the expansion joint material. We concur that there does not . appear to be a requirement for mastic joints in this application. Therefore, we withdraw our comments regarding the expansion joints. We are concerned about the structural integrity of the sidewalk. As noted in your letter, there is at least one panel that is tess than the 4-inch minimum thickness. You need to ensure that this is a"localized anomaly" and not the norm for this project. All substandard panels will need to be replaced. In addition, all damaged panels will need to be replaced or repaired in an acceptable manner. In regard to the sidewalk surface, the workmanship and finished surface conditions are in question, not the strength of the concrete. The poor finish will likely lead to surface chipping and small divots that will undermine the long-term integrity of the sidewalk. You need to address this issue prior to submitting additional certification packages. Please contact me at (509) 477-3600 should you have any questions. . Sincerely, Ross E. Kelly, P.E. . Spokane County Engineer John V. Hohman, P.E. Development Services Engineer/Manager 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floar) 477-7478 (3rd Floor) • TDD: (509) 477-7133 , - - - - - . , } - ~a~~ . _ Fa ~ ~~v ~ ~ a AFTER RECORDING RETURN I ` - ~a Y E g , ED Drew M. Bodker 2000 Attorney at Law ~ - _ 1401 S. Grand Blvd. #203 N ENGINEER w ,i<<c r r~ t~''Vt'c 6 Spokane, Washington 99203 " 'Z - • ' - ~ ~ ~ i _ _ . i AMENDMENT OF EASEMENTS AND MAINTENANCE G Ej~ MENT This Amendment of Easements and Maintenance Agreement ("the Agreemerrt is made and entered into this day of January, 2000, by and between Hanson Industries, Inc., a Washington corporation ("Hansvn and Market Pointe I, LLC, a Washington limited liability company ("Market Pointe 1"), WITNESSETH WI-IEREAS, Hanson has previously executed and recorded a Declaration of Drainage Pipeline Easement and a Declaration of Storm Water Detention Pond Facility and Maintenance Access Easement recoi•ded, respeclively, under Spokane County Auditor's Nos. 4108688 and 4108689 in recoi-ds of Spokane County, Wasliington affecting certain real property in Spokane, Washington, the abbreviated legal descriptions of which are: Lot 2 Block 1, Sullivan Park Center; (tlre "Market Pointe I Property" oi>>ned bp Mirkd Pninte I) and Tracts A, B, C- and D of SP-1218-99 (tlie "Hansori Property, nwnc.•rl Gy 11 at); Parcel Nos. 45116.0102 and 45116.U204, r~peclivcly, the full legal descriptions of which are set forth on Exhibit "A" attached hereto and incorporated herein by this reference, and WHEREAS, the parties hereto desire to amend and restate said easements, including the maintenance obligations regarding storm water facilities and the access road, NOW, THERErORE, in consideration of the premises and the mutual benefits to be derived by the parties hereto, the adequacy of which is hereby acknowledged, it is agreed as follows: 1. Hanson hereby grants and conveys to Market Pointe I and_ i-ese:i-vcs._Linto . iltitlf~an arnurtenant and perpetual easement twenty (20') feet in width over, under, on and across that portion of the property owned by !-lanson as legally described on Exhibii "B" attached hereto and incorporated herein by this reference, for the installation, use, operation, maintenance, repair, and replacement of storm water drainage pipes, systems AMENDMENT OF EASEMENTS. . . .-1 H:IMPIlamen01.doc0111312000 ~ rav AFTER RECORDII' Drew M. Bodker Attorney at Law 1401 S. Grand Blvd. Spokane, Washingto i�q,t V fi CLOY E v.3 , 6-6 -s'a' t ; "pp.; n h,M P.Pv_,- RECEIVED JAN 1 3 2000 ;POKANE COUNTY ENGINEER c. AMENDMENT OF EASEMENTS AND MAINTENANCE AGREEMENT This Amendment of Easements and Maintenance Agreement ("the Agreement ") is made and entered into this day of January, 2000, by and between Hanson Industries, Inc., a Washington corporation ("Hanson") and Market Pointe I, LLC, a Washington limited liability company ("Market Pointe I"), WITNESSETH WHEREAS, Hanson has previously executed and recorded a Declaration of Drainage Pipeline Easement and a Declaration of Storm Water Detention Pond Facility and Maintenance Access Easement recorded, respectively, under Spokane County Auditor's Nos. 4108688 and 4108689 in records of Spokane County, Washington affecting certain real property in Spokane, Washington, the abbreviated legal descriptions of which are: Lot 2 Block 1, Sullivan Park Center; (the "Market Pointe I Property" ()awed by. Mar t..._Poihite .1) and Tracts A, B, C and D of SP-1218-99 (the "Hanson Property, owned by Hanson); Parcel Nos. 45116.0102 and 45116.0204, reslectiv 1.y, the full legal descriptions of which are set forth on Exhibit "A" attached hereto and incorporated herein by this reference, and WHEREAS, the parties hereto desire to amend and restate said easements, including the maintenance obligations regarding storm water facilities and the access road, NOW, THEREFORE, in consideration of the premises and the mutual benefits to be derived by the parties hereto, the adequacy of which is hereby acknowledged, it is agreed as follows: 1. Hanson hereby grants and conveys to Market Pointe I and rose ves unto itsclF an appurtenant and perpetual easement twenty (20') feet in width over, under, on and across that portion of the property owned by I-Ianson as legally described on Exhibit "B" attached hereto and incorporated herein by this reference, for the installation, use, operation, maintenance, repair, and replacement of storm water drainage pipes, systems AMENDMENT OF EASEMENTS ....-1 H:1MPIlamend# 1.doc0111312000 And related appurtenances_~~~''l.),•cci►~~.rc 1'i~c~ ~~z[")_, jIanson furtller grants and conveys to Market Pointe Iwnct ~~5QLy&5 v«1t.c?itsel i_an appurtenant and perpetual easement for storm water detention pond purposes on a portion of Tract A of the Hanson Property as legally described on Exhibit "C" attached hereto and incorporated herein by this reference as though fully set forth ithe "Detc.~►ilion /'vn(l F_rrsejneli[ and also an appurtenant and perpetual easement for ingress and egress to the storm water detention pond on, over, and across that portion of the Hanson Property Iqg~~_described on Exhibit "D" attached liereto and incorporated herein as though fully set forth, fihe `AcL:g,s.s I:cr.veajient"),__ wa4e The Ddetention Pond Eeasement and 3iitr-ess afid-~~fe~ Accc:ss Feasement shall be foi• the installation, use, operation, maintenance, repair, and replacement of the storm water detention pond and svstc:ins_ ar~d Taccess road which are described on Exhibits "C" and "D"I'lle _Drain.av,e Pi.De rasemc»t, Deteiltion I'onci f?asement and Acccss Eascmc;nt are shown on the site nlan atl-aclled hereto as I:xhibit "F;". whicii is incornorated herc;in hv this reference= 2. The storm water detention pond facilities, storm water drainage pipes and the aecess road shall be constructed and maintained at the sole cost and expense of the parties hereto, as is set fortll Iiereinafter. By allowing development based upon these easements, Spokane County is not accepting responsibility for maintaining the drainage pipe easement, access easement or storm water detention pond facilities described herein, nor is Spokane County accepting any responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction or maintenance of the stol•m water detention pond, the storm water drainage pipe line or the access easement described herein. Tlie Owiir;rs_of_lhe._Market.l?ointe1 1'r~~~~city__~incl,th~ 1=1~r~sc~n..l?r~~~~crty ~Il~ll_bc~~r_~(1 r~ti~c»>~i~ilit~►,_ii~ ~~~r~.~~ uily,,..fc~raq tmnt of_real estillt taxes on=l'caet A o1' the 1-Ianson Pco•t~',,_ancj_~~lsc~ i~or all_i»st~Il~1110I1,-LISC= opQrgtic)n. mainlcnanc~~ rc:~~iir aild re~alacctncnl c;_osts_[~ot-_thestcin ~~~ater clrain.~ _e~~ the storni waler deteil.~iQn .pond ancl the access road fncililies whic]i lie wit-llin the easemcnts (c;eallv described_o, n l;xhibits "B", ``C'' and "D"_ If the real estate taxes are not paidT,liefore deIIIIg-LI(~_I1Ly_~c.LI_1~L,, ..Ict__A. thc»=tlle_~ai»~unt.~~l~s_~idcic;li»cjueni taaes shall repcese»t_ ii- lien.. nn_the N[ark~l. I'c~inte_ I_Prc,perly~~»c~_ 1=lansc~n_ Prc~nerlx_le~allyciescribeci on ±cbibit "A,,w1licli_ 1 icii_sh4i1l_~b-Q-_(ior_ lhc:i.~.~.c_Aimc_ C()1111lY- i111C] yYl~ich licn nittY he (`6►•~~Ic~scci ~is 1nurt ►c l~Y 'l._~nc; (<~~tiiit~Y= li~ a similiir maiinci•, i(' the stc~rili 4_._- ~.-:~--~c~:~"l.- ~ c,r ~lr~una_~ ~i .c, ~v~iti;:..._. ~n ~1?~' --ac.i ~__:..ltti s ~c.~,._ thc, _..'_.;ic~.~~i~n, p '_r ci_.~._clEi~t~c~_..V.~.'~W _ i cj_c~r tll~; gc;,cc~s, road arc i~gi :l= =mnly nlaiiitai~ne( i__by__lhe_~ar~ic;s_herc~.tc~,.....c~rIhe.iuccessc~rs_aiici_assiknS,..thei!._SPc~k~n~; C'Ountv mav., unon t1)i_r.1.yj3O)_ci~y5 e,riur wriltcii nolice to a1l owners of' lhe 1-Iai]~iQn I'rot2erty anc~ Market Poinle I Prnnc;iiy,_p erfc~i ~lch maint:cnance,_ re~~air_~r rclaccmcnt H!42rLand lhe_ccist oii,.tlic._~~_i_4tn.s ,_ir .PQ~r~te_I oil_s-c-l,id t?.mpt[ties. AMENDMENT OF EASEMENTS. . 2 H:1MP Itamend# 1.doc0111312000 , . 3. The easeinents and facilities described hereinabove shall be for the benefit of all of the real property owned by the parties hereto as legally described on Exhibit "A", but,__vYCenj.__as_.5gL.....fooh herelnaljoye_j~~.gai'(~III~;._1~1L__I•i~;l~t~...~~ic~ruin~;. tc7 S~rik~~n~ CountY, the same shall not create any rights in, or for the benefit of, the general public, or _ for the owners of any areas located outside of the real property described on Exhibit "A". Tlle ~~-~4VY I)detention I,L?,oond I:i'easement was previously described under an easement recorded under Auditor's No. 4108689, which easement is hereby amended by increasing the size of the storm water detention pond as legally described on Exhibit "C" attached hereto. 4. As between the parties to this Agreement, all costs of initial construction of the easements described herein shall be at the sole cost and expense of Hanson. All costs of maintaining, cleaning, repairing, operating, rc;rlacin~insuring and using the easements described herein aW__thg.,ru,l.,_c.5tat~_ t,~ixCS_c711_~_I"ract AToF_the Hanson ProrvrtX _.l_:ascnient ---isIoc~itECl,...._..shall be shk-lred&vk6l proportionately between the parties hereto according to the relative square footage contained within the Market Pointe I Property and 71 'racts_ B,_ C:and._ i) _ of the Hanson Property1; execp~-t#-tat Ti•act A of the I-Ianson Property sllall not be used in computin6 lhe relative amount of square footage contained within the I-Ianson Property_ijor_sliall'l"rdct.n he subject to 11iese "'C'nM" cliiirgg.,~,._~1L11i;rQinilflCr dclLneCl.___Upon the recoi•ding of lhis Aiircement. "fract._13_ of the I lanson_Prnprty sliallhc dcenled,to_contain 136,34.3 sc~tqr~ fc~t~'~_I'~racl. p,1~ _i11e_lc~ contai.n i06.662 sqti~-~i:c..fcet. and W__.__ _..._.m.._.~..__.._._ _~...__._....__..__._T_...~......__..___._ _ _ rl,racl I7 ~:~1~_tl c__~-~~i~a~c~a~......1'i~c~p~~•ty~.....~hall.._.~~., c~i;,cmccl.__~c~_~c~nt~~in. C~0,9~~__SC~u~r~ feet. 'I'li e Markel t'oinle 1 Prop(;rtv sliall he decmcd to c:onlijin 459.950 scluare feet. nll ot' the Proa?4r.t~';cj~:. cril~ed on_l:xhihit "A'' is deemed tn roiitain 963 939_IJect__a»ci,Iliei-eforc; v tlle ncr_cen lf;e5 of_C,nM cl~~ir;!es t~~ hc._n~iici b~~_~tc11_i~~rlion_of the .propcrtic;>gi.b tllis Agreement shall be as follows: `I'ract 13: 14.14%: r]'rac1 C. 31;81%; "l,nict C~3_6 33%~ wid Marl:et _Pc~inle l. I'rc~~~erty:_72'~:_-Ncitwill~standii~g nythin~ to tl e c~iilrary in this A~;i-e~il~ent,_if,_.after_thisTA,ercemenl bc;coi»zs._e.lfc:cii-vethe..,sizc of any of t.lie_pro>>rrties is cliangocl,_thc;n_thc_.a~~~i~~r_c~t~_:l'rac_~_a,..~_ .I? l j.jicl I ~ IItiI .t~'l~;_C1i1111heC bI~SC~Udre f~e~:t J ~ - - aiicl_ _(1le calculations of eacli of' (lic }jropArlic;s' _p1•00ortiontate.~share.._ Othcrtivisc, lhc forc;g,g-n~~:isurcnicint.5shall_ inot ~.hc_aIlereci_ foi'--the duration o-f this,...-n,gr,eernent. Maintenance and repair shall include the replanting and replacing of landscaping of the Detentio»__Pwid rasemc;nl area.4lc~r-ni-watec=-pe+id detention--f~ie-a-i-les-. All of the foregoing charges shall be hereinafter referred to as "CAM" charges. All CAM charges incurred and billed to the owners of the Hanson Property and the Market Pointe I Property shall be paid not later than thirty (30) days after said bills are mailed. It shall be the responsibility of the owner of Tract C of the Hanson Property to be the managing agent for AMENDMENT OF EASEMENTS. . 3 H:1MPRamend#1.doc01l1312000 I• . operali4iri, repa-if-an{l-r-e~~aeenieHtwork describeci. hec•tin,a-nd for the conlputation and billing of CAM charges, and for cnsurin tlial_ a11_0f the c:(mement arec-iti ~ic1__(acililics ciescrihcclhcie-in.~~'g::.;nl.a i_ntainccl_and oM cla~~cond itloji,_jncl~i~lin~ al?.y._.0.11.011;.~....I..Ian son. Prqperly_gr._Ml'~) intc. ( Property which is clisturbecl or dainagcd by_rcpztirs ar rc;placement ot' the storni watcr detention pond or clraiiia~e pj~~cs_ In addition to the CAM charges,--set 1;ar-th.ke~nabe-v4_-, the owner of said Tract C shall include a ten (10%) percent management fee equal to ten (10%) percent of the out-of-pocket CAM charges. :I,liis 10% I~cesh.a1L_r'4R,re_s_ent a ,11a»agcnwrLL_i~_.,tQ-4o-i-ei t:n b~e the owner of Tract C for supervision, overhead, management, accounting and similar costs, which management fees shall be added to the out-of-pocket CAM charges and included on the CAM charge invoice submitted to the owners of the property described on Exhibit "A". No amount shall be included in the CAM charges for the services of personnel employed by the owner of Tract C, except for personnel, if any, who physically perform on-site services such as landscape maintenance, and the actual cost of such personnel shall be considered out-of-pocket costs, but, in no event, foi• administrative services. 5. Each owner shall have the right, on written request, to obtain from the owner of Tract C, copies of such documents and records as may be necessary to verify the accuracy and content of each statement of CAM charges and the Tract C owner shall supply, or make available for examination, such documents and records immediately upon request. Each other owner may object in writing to all or any portion of any statenlent hereunder within thirty (30) days after receipt thereof, setting forth in reasonable detail the grounds for such an objection. If an owner so objects, such owner shall pay such owner's proportionate share of CAM charges as billed, reduced by such owner's share of the CAM charges to which objection is made. The owner of Tract C and the objecting owner shall cooperate reasoiiably to settle any such dispute. In the event that it is finally determined that such objecting owner is obligated in respect to some or all of the CAM charges objected to, such amount shall bear interest from the date billed until paid at the rate of twelve (12%) percent per annum. If an owner fails to object to a charge within thirty (30) days after a statement is rendered, or if the owner of Tract C fails to correct an error favorable to the other owners within thirty (30) days after a statement is rendered, and if it was subsequently determined that there was an error in the determination of CAM charges, then an appropriate adjustment will be made, including interest from the date that payment would have been due but for the error, at twelve (12%) percent per annum. If an owner should default in the payment of any of the CAM charges then the owner of Tract C, in addition to all other remedies it may have at law or in equity, sllall have the right, upon fi fteen (15) days prior written notice, to file a lien upon the defaulting owner's property by recording said notice of lien with ihe Spokane County Auditor's office and said lien may be foreclosed as a mortgage. AMENDMENT OF EASEMENTS. . 4 H:IMPI1amen01.docU1113l2000 t ' 6. Thc Caxajncc oF "I'ract C' shall h4ivc thc: r'l~Jlt_tn llI~C~ Qt~tr, tander ai1c1 u~~on _ __~..__....._.....,...........,.._._....W_.. WW.___ _ _ _ . _ _ _ - - :.w......... . inlnc;.l.:Sumcnt _So (ong,,~~..1:?!~~?l~~%►'.,l?rQuIutions lp~ci1. tr~ y_ _ __P.jPQ__l!tcilili~;s,___i~icluciin~;._.mthe_ ahility to ~~~rfiarm repairs Upon or replacement of that .portion of the drainage 12ipe f1acililies which inav lie be»eath a builc~i~~ or othcr improvemcnts. Z. In the event of any legal action by any of the parties hereto to enforce the terms of this Agreement, then the prevailing party shall be awarded their reasonable costs and attorneys fees. Venue and jurisdiction for any such legal action shall lie in Spokane County, Washington. ' 8. All the promises, covenants, fierms and conditions of this Agreement shall survive any conveyance and this Agreement shall extend to and bind the successors, heirs and assigns of the parties hereto. 9. Except as amended herein the easements recorded under Auditor's Nos. 4108688 and 4108689 shall remain unchanged and in full force and effect. 1N WITNESS WHEREOF, the undersigned have executed this Agreement as of ' the day and year first above-written Hanson Industries, Inc., a Market Point I, LLC, a Washington Washington corporation limited liability company By By R.A. Hanson - President R.A. Hanson - Manager AMENDMENT OF EASEMENTS. . 5 H:IMPIIamendfl.doc0111312000 ' 4 , r STATE OF WASHINGTON ) ) ss. County of Spokane ) On this day of January, 2000, before me, the undersigned, a Nofiary Public in and for the State of Washington, duly commissioned and swom, personally appeared R.A. Hanson, to me known to be the President of Hanson Industries, Inc., the corporation that executed the foregoing insti-ument, and acknowledged ttle said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, Residing at Spokane My Appointment Expires: STATE OF WASHINGTON ) ) ss. Counfiy of Spokane On this day of January, 2000, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared R.A. Hanson, to me l:nown to be the Manager of Market Pointe I, the limited liability company that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. Witness my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, Residing at Spokane My Appointment Expires: AMENDMENT OF EASEMENTS. . 6 H:1MPIlamend# 1.doc0111312000 , . ,m • y..+.- . w+MM•. ww, . - - - 0 0 (!H'IHANSONj . H A N S O N I N D U S T R I E S, I N C. (509) 922 5252'anFax (509)' ~ 5757' WA 99216 http:/lwww.hansonind com November 15; 2000 AECEj~Et) ~ Npy /`~y~ ?~00 Mr. Edydrry SpOKqNE Plan Review Engineer CC)UNTy ENGlNEEq Division of Engineering and Roads Spokane County 1036 West Broadway Avenue Spokane, Washington 99260-0170 Re: Indiana Avenue P 1504B-Hanson Center East Improvements up to Residence Inn lot Dear Ed: We will have all the underground work installed by January 'Ol . We anticipate to have curb and gutter, sidewalk and asphalt installed as soon as the plants can open in April/May ' 01, weather permitting. Sincerely, - ~ , Robert Boyle `v'ice t resident ( IO \Olib1sD-In,111 dn) Toe Nov 25 • 54516 roan CFA-SE"- 41.21 l 1• 53. e4 46. Edge of Right at way 32' S0r.p+. OronOge @ U14.1y o0u 3 *1 •TA: 14 988.7a 34a22 I tlei�s'36 w .... STATE 4/17 GRAPHIC SCALE (IN FEET) 0 23 50 100 1•-30' ER 1958 40 19e9 83 STA. ER 1990 54 Ertsbng Oryw ._PP 9v BRASS OAP TOP Or W1NC•Voll. 5£ CCR3.ER OF • SU11VAN ROAD 89'OCE \ 1 ELEV - 19E16.16 l\ t erA \ \ STA 9\ 1\ as \\\ TA_ 57.41.97 . sling all curb ER 1989.01 5.5V2Vt, 1 11 • STA: 150.66 57 ✓ ti; a'R- y- \0 '9' Stae.dt She. tonne. Ut4Uy & 5gncge Easement Edge of Rigel of way A: '51+99 85 CURB CUT AND SWALE BERM INIEDIAMILIfiliommeoPEuzi Mt3R,'31:Fl7,IEN2i3I3t1:C1'EiaCUfFt0121 =Rv IIMEIRIIMBINIEWEIFMEOZNIMMEEIMEME IMIONIIIMIIIIIIWIMULEILEIMIRMENEMIEMNI IMO MN I»i7iriillIMM INELLEMISCIIINWrill OEM tint c & ti i •hemen1 transition !ton 1- eas0mert at-1 2.10.06 to 30.9" easement a1 152*56.84 to 27.00' eot:en'ert of 154.8056 STA: 15 +56.79 Cog. of Rent o' way 3n 223 age of Regnt of 'boy 154+00 O c. .ACE Or CURS LINE A DIRSC ION I Ot5'4'YE N01'16 29'E 19 42' L2 L3 55115'363 17 29' L4 573'52'59 E 17.27' rspl 29'1'-w 14 21' 508.03'22" a 12, AA' A A. 1216'45- R - 1400.00' T - 150,60' L - 300.04' 27' S,de.te., Orel. a Utlity Eosemen SSA• 154.5065 AP Ot'=5E1: 5.50 l 155+00 DRYWELL TYPE AND LOCATION DR'(('fa I11,A NAVE 1 TYv A 4 Me1Al CF.TE -YPE Sji7.Or, c`351 99. 74 3 6egm E-NS' Rom° o . In. 155.90.99 P.0.1 E-N Romo 6.2705 L1 , 1 1 eOnairucUen Limits to erg of e.,atn9 asphalt \ 1. \ / Instep Concrete Ne. Jersey Barr, or tout' FACE OF 0098 CtMvE ) R 42:: I LFJ*OT. t T.3GCN1 1 OELI. 15T4110N-et I OFF SC7-fs5 15?Al3p9-P2 I 0 'W1-=1 C49 5500" 93.5� 62.05 97'27'Sa' ie8.7a5a er 57 ' s2->, 98 48 23 L CSO 166' 3t4 18 00' 149.1746 i3.00L 149t274E. 1100 C51 ,7• 4695" 05023' 146.Q60� 4050 R 50-00,B• 5300 L C5a 7. 50' 24 e. 1 19ro717" 149. 5.33 45,02 l I49.38.85 65.75 L CS 2.50' 6.50 901 146'59'50' 149-38,85 65.75 t �57•3197 33,D2 l C58 25D' a7: 3,4: 10T36'1 t.9.'4h73 42.50L 52.1206 36361 C669 1.50 • 3 ♦: 1 2' 32 tep.25 Si e• D2 L t49-26 •3 42 5D C60 •9D' IS7e 125 Sb' IB4'2B I1' S2.27 •• C62C61 39 Of t004t'0055' 1505.-561 .923 [121 ubR 15550.0•2-2557,237 5t123000 0R 06• 555,.0000000" 16SD0733...80213;' 15 302521 22 151.9 .65 453 0 505 1 115521+2216I9D7 405S5R.C63 75.15107'3512' 0.30 53 C65 68 OD' 25 79 24.15'26' 152.28 97 C66 71.50 19.35 9.7k 1510"j1' 50.53M 40.71 R '50.70_43 4006 9 C67 1,50 3 53 3-61 134'5 06 150e4$,77 .2.50 R 150470.1 45,06 R 14,6 t' •5 $S L 1?2•.1 79 39 a1 L 2 50" a 70." 42' 107'3 '12 50.99 44 16 R 1513.52 10 4250 C66 c69 2 50' 5 835.75' 133.02 02" 50.83�, 48.71 R 50.84 79 44 47 R C75 1`50 50' 52.2:' 26.40' 19'S7 59' 1 2• •24 t 003 R t5}-Oe 77 0.03 F C76 ISO Bc' SB C3' 29 35 22V9'S2" 15]-0'. t! 003 R 153.5607 9.9E L C77 80 00' 42.36' 21 69' 3070'05" 155•13 09 6 00 L 154._53 57 2,37 P. C76 C79 300' 7.92' 117" 1511rk46 155.53.57 2-37 a 155.5713 e00 R 3 OD' 7.C5' 7 :8' 13a•39 53' '55.95 74 2.89 L 155.97 E7 8 QO L Ce0 110.00' 10 7� 636' 05'35'02' 155+95.74 2.89 L 166.02.91 50. R 000' 7.0.6 3,77- 60'27'15' 156.02,91 501 P 156.0910 600 P C8' 5.00' 5.56' 3.11' 6343'21" 155+84.02 3550 R 6.61.76 11.10 R C62 C8_ 60,00' 18 35' 9.23' 1310'05" 6+6y 7e 11,'0 R 6<P9, 30 9 52 R 3.00' 5 47' lee" 104'33'43' 6+71 70 15 00 _ 156.1_ 42 35 SD P C84 cos 395 OD' 58.92' 29 52' 08'46"07' 6.63 64 13 00 . 7.44 66 15 00 486 4 00' 9-84• 11.26' 1 a0S5 ' 7.44,25 15 001 C67 117.00 76 74' 39 61 37 34 24 4 OD: 9 81 11.13' 140'29'42' 156- 50.67 35 50 R C89 136. SD 67.40' 33 T1' 02'49a4 156-19 3. 3S 50 R 156.6k67 i5 Stu', C92 1392 00' I10 76' a) 16 Oa'32'19' i56-09 1 C DO R 157.20 00 BOO R E00' 25,3' 180'0000' '57-2035 aCO P 157.2000 8001 CBS C21 C92 140e 00 122.63 61 45' 04S3'53' ' 55.97 57 a CO L 157.2000 a 00 l 132120'0O- 50.96.31 11 50 t 40.96.31 1150 C103 s .. [oseth t o rate. 12' N,' '..1 p,,oe A Curb 5,4' .ioe Stele zoo. , it tr Rt. a.me Co. 5te. Cement Coreret. $'deal* Sna•a'.e Court, 5,0104ro, Left 0 Reght R/w 100 314 42' 20 \` Atl autekle lane Atdths a'e to the toe at dr0 cod gutter (1.5' Nom loco of aro) VARIES VARIES rl 4 edlon flonttng or `Ire A Curb Left 'um lens Cpolwne Co. Stc. INDIANA AVENUE STA110N 146+15 TO STATION 157+60.70 CALL BEFORE YOU DIG 456-8000 ONE CALL NUMBER 48 HR. NOTICE REQUIRED 14 I2' 1) S.o., to be seated -Its Scoter Dolt Co,.97. (us's'9 o Inn of 256 Nora Freon. 25% SI.ep Fescue. 256 genet, Fescue. 25% Cresol; Feta.) The Cress oercalabon area (..0I.i) to hove 3 u..9 ono wawa. gross olents OM swore foot et the end of ore go -fog eraser to be co tarred canonic 12' 1 6' 1, Seale Siele.a11 otareo- e0' BOnt 3 etl• It 57 East o' lo- po' s h5 ShOone Co Std. T . 4 0' 0 v e,.. O 101 into re to tom 208" sea es � y '3:' 1 7' ado. I.c of Curo Cement Concrete Can, TV,. e Se.ene County 5tm0aa, Len & F,ght See Teble on Sheet 6 cl 17 a' 0,.r ace; eo • 5.de.aek o 16 1Ohm5 b.ch at curb Nom Sta. '46.70 to 145+70 on both Woes of toot. i e 1990 LEFT 1965 0.54% i? !-0.427rl 8 ? Top al Web -0.5os I06 0 e. r jTOP OE CURB LT 10o I t$ W 1985 1 i � :Top of 1990 I 40.54%1 1955 , 1990 I K - r ( - rr w I a"t I i ai a 1 t I ) I 1 ) I I Z -030R Tm of G1Rb OFiLE SC71E ; HORIZONTAL: 1'-S0' VERTICAL 148+00 149+00 150+00 151+00 I t J 152+00 153+00 J • p•A ' 0 =ne tEl p s m �a° u • Ina t Top otiose V I I 1 O 1 Jo Of Curb, Tap o r�' 154+00 155+00 Pas.ertlinl ( a o S Top of Curb -asps -0 SO% -as0tk -8 j 1990 ICENTERUNE 1065 Top or Pou.71 I Top lot PavOtrlt 156+00 I990_� 1 TOP OF CURB RT vm ...(44916 1983 • as I NOTES: 1) 4t1 work and moterias snot be i• eonlomanee e:lh the *SPOKANE COUNTY STANDARDS FOR ROAD AND 5E0031 C0N57RUCTIC0J' 1995, ono os amend. 2) lo++tiora el e.isting ul,1. 1 thou1 in the plot= ,he 000renncte the Ccntraetee she! De ressans614 for lacat.n9 .4 unoeagourd ulal.es r,y cmllctr.q uti,tks end, br relocate.' pip to construct. el rood ant 0a4O9e NNeniti.. 3) lie Cmtroetor is 9.4'. to none a comOete set of the atbroved root and drainage pore on the CD site Mene.er emsiru0603 it r progress. 4) 11 the Centrectw drsco.ers my dlsertpma.s bet.een the alms and t.h16g a:nations encountered. the Contract. shall ...eddy notify the Design Engeeer 0141 the 5paeone County Engineer's 0"k1. 5) Po. construction of o'9eb, install liter Icbric (*mac. 4345 a a.pr0ve0 moral.') bete. the .7.4. tome' .0 Ile -asned dr0lrrock and bet.een the .o0ea Oatnroct ant the note. soot, 6) Pr,a to site constructs. , the [mero.'..s reeoonsIble for beat"; un4ergoun0 ut.Gties. Con the un4ag'ouna .tidy lotatlan service e: 456-8000 betas sou deg. 7) For any curb gropes less shoo o.6Z (5.006 It/fl), o M'oshingtm Stole-Ilcsnsec Profession' lard Sarveyo' snail ve'.1y that the curb tarots ore al the goats noted or the approved pen,'• .rot to 010ce•nent of Curb nctNlal :ne Cantr5ctor 13 resptrs6le for Onolgng and coo'54ot"g .ors A. the professiond Land S.s.oeyar. e) The Cmtroctor shdl trvtoy a lietnua savoy. to verify that the trots -gusto' forms ore at the correct pent grade prior to concrete pldernert Ire cross -gutters 0pll be crosirJeted pr1. to Donn() and the 7ovemenl anal tnor neten ins tug. al concrete e.te ter 9) 1he floor of o 305 ..tie 0,ctutwe the leer' potion a tee Moor of the wrote, ohs the sideslopos of the s.cle NO to the 206' oye'ho. claret'. or too of dryer' The sat Meet.' in the Moor of the '205' sate snail be me0wm to .ell-0ooi,g material, with o minimum 1+'etrot. rote of 05 hoes ow hour. 'ne Engnetr snap Brandt a •ntlen stetement emar ver'hes 1.1ot d, 206 peers conform to this re91r'ement, This .r11tm stetement snail be submittal to the Ss*Ame County Engineer s 0rtne pno' to estaiing 'noshed ema0apin9/spa and or or to nnol acceptance. The foals floor matelot Nei o Hgtalled (0 o native sod stream ankh also meet. or eyceeas tho mmmum a0colotlm rote o' 0 5 inches Or hour. PERMIT REQUIRED! N01KY TI'E s1rw.R r.01.e. w541.3600 sot 1q. P.M TO Cconcro0Ott6N 07/17/99 1 REVISOR /3 REVISED MUM LOCAWNS "TENDON 12 REM= 0RAS5 T8PE IN 50ALES REVISION 11 REM5m TRMT1C 8A111) 60 CORNER SIA12NAN ! MCIANA MCP 6/14/97 MCP 7/14/97 MCP 8/19/92 Teo of Po.ernent DEVELOPERS APPROVALI I i1 157+00 158+00 Founded 1946 V.)'mpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS' SULLIVAN PARK CENTER N. 909 ARGONNE ROAD, SPOKANE WA., 99212-2789 STREET PLAN - PROFILE PHONE (509) 926-1322 FA% (509) 926-'323 ORA. 9Y Michael C. Phlllpa 0ATE15/19/97 PROJECT NO ORA1ANc NO. INDIANA AVENUE - SUWVAN ROAD TO STA. 157+60.70 CNECRED BY Charles E. S;mp9on oolt51122.pa]]f7 11509 11 or 17 SEC. 13, T. 25 N., R. 44 E.W.M. 12/04/00 12:01 N'AX 509 458 6844 CLC Associates, Inc. z001 ~ 6 84 . _ . - ' -......!!!aw;... ~ • - W~~:`0~~~~:~:~:~;~fi~~:~::a~: 4k 04`'~~.~.~.. 0 h~;~ali~;~9?Q'.:d.: W944544:;Caux::: •`~'~°"~::R'.- - ;W.c:~~. . . . FAX TRANSIVIITTA - . . . . . DATE: : r2191W : PAGIES: INCLUDING COVER SHEET - TO: T. r, ~1 . FAX:........................... ~:~Ca ~ `a.._..---.................... .y COMPQfVY: PIiONE: .....~..w.... w.w~....^w 7. s,...... n,... xnv..~..tiw.+ nwv .~u ..n....w..~..w . 4:1~~~nr.~e.T.v~.w.~..7K.r 1M v.x .v.+.v. ~ ~ ...FROM: . ......~~.,L.l!E'' .._.lOB~......................_...-.-.-.-.----~..Q PROJECr ~rl so'Y1 &t,7 . ORIGiNAL IN MAIL: OYES ON4 ~ NOTIE.S: ~ . G(A-- - &clu~ U ~ y I / ~ QruwQ G 125",,m 5)AW60 A641j 442'..~ JZ,~ ~ lk ~ coRrdenrialitv Norice This document(s) acccmpanying this fax transmtssian contatn(s) tnformatiar►, which is conftdetrtial aild pmrlteged. This infoRnation is intendEd to be for ttte tRdividual or entity set forth above. tf you afe not tha irttended recip3ent, plea.se be aware that any disdosure, copying, distribution or u.se ot the cortents of this lntonnatlan is prohibited. Thank you. o.u~.+n.. cuss~n+~o~see. csa~ I3EC-04-2000 12:02 509 458 6844 98% P.01 instawou 14:5N PAA 5UU 455 15544 CAA; Associates, Inc. WIVV1 R504-6 , U11111.,--•—*•••••• _ _ _ _ „ „ , . , INW.,2 ,,,,,,,,,,,, ,. ., ,,,,, ,.. - - IJI._____ : - • ........... —.:' . • e Liu 458-6844rox-:' DATE: TO: COMPANY: FROM: /60 d.„Paerr PROJECT ORIGINAL IN MAIL: 0 YES 0 NO PAGES: FAX • I PHONE:. PO: FAX TRANSMITTAL INCLUDING s COVER SHEET 7- .3‘go0 ffz Confidentiality Notice This document(s) accompanying this fax transmission contain(s) Information, which is confidential and privileged. This information is intended to be for the individual or entity set forth above if you are not the intended recipient, please be aware that any diablosure, copying, distribution or use of the contents of this information is prohibited. Thank you. OfshomAtin.c...11•Eresabbriaryli, cmc wrt AUG-30-2000 15:59 509 458 6844 94% P.01 VO/00/VV 14:0O V/lA .74U 400 0044 l.Ll. H`.ibVVIULeti, 1AU. y,Jr. V.14. • Pre -Design Meeting Notes Spokane County Engineers Office Project Name: 6u44,, v4,4 Pottle— Cep- .,. Project Sponsor: ht,150"1' *t 0144:ritiES Sponsor's Engineer: Design Firm:.ntLA.4D PAcit✓rc. - 4N t ti 4 Co Engineer: aS404 Mthem W Meeting Date: 1"J7"9 Meting Time: /D S aO Pr M. Project Number: 2 6 County Staff Present at Meeting: t 4 T1E=�1� ►� v 5 Other Meeting Attendees: v 5+4*,) 4V, ft 4j name/representing name/representing name/representing The Following Items need to be Discussed w/ the Design En General Items ineer name/representing 1 a. List certain special requirements listed in the Conditions; of Approval, EIS, or MDNS, This is not an all-inclusive list. The Engineer and Sponsor is responsible for adhering to all Conditions and design criteria. description reference description reference description reference description reference lb. Does the Engineer have a copy of the Examiner's/StaffConditions of Approval? Y'E- 2. Include Standard Plan notes in the Road and Drainage Plans. yes AUG-30-2000 16:00 509 458 6844 94% P.02 Ue/JU/UU 15:UU NAA ODU 405 6544 GL(. Associates, Inc. IgjVVJ Pre -Design Meeting Notes for Project: Spokane County Public Works Page: 2 Road Plans teria #1 #2 ', #3 A...1.... #4 .... ...vm...... l............... ...... r.....R LStreet Name Classification v, r. rnvTh....1 xt,s o t ra ar ....:. 17 G r( .....,._. .... ,�..,...wn......,. A44 g et. tacit-L. LOS 1 �' B CCR•- Roadway Width, W ii S P t fiL. 45 Minimum right-of-way width see note (1) 1 �� {4 Min. Horiz. Curve w/ super ex; .. ::�,.emro>x:r: rr---r "r i (41 c r Min. Horiz. Curve w/o super •:.: rr—'--_-'____�_�..._..,......................._.... General Land Slope/Terrain --r---:—--o---axrs»n:>1:r»:sa,.,••.••,—•—•—....,,•:. l -—'— •r-:�rmm�rrnnanna.r.f� FIAT" Ft -r Design Speed, mph Curb Type & Clear Zone (see Sec. 3.15) 4 4 05 INI Pc__` ar"'t• af"at f�iK I l _, ., ' e �".• Sidewalk required? (yes/no) Y c,,,.. 1 . es Note (1) Additional right-of-way may be given by the Sponsor. Discussion: iv,2wD*•14. V t. )4 Fat %crocaty ^Pew TO Deft j}24)#.4 ova- Ttfirr W i II- c -to -+!lt 4*04 4 vv.- s-„, ifi' , oK- -ro Deol'"m: tjRE. 7t 641Har•-_L')4'I 2. According to the Design Engineer, what is the maximurn number of units which will have access from a single roadway? /(p . What is the max. allowed per Sec.1.03? ,s'h 3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04), and 150' for a Collector or Local Access street. What spacing is provided for this project? K(� FUG-30-2000 16:00 509 458 6844 94% P.03 Ui$/ 3U/ UU 1.7: UU rAA OVU 400 0044 l Ll AbSVC:liiLeS , iiu. . • Pre -Design Meeting Notes for Project: Spokane County Public Works Page: 3 4. Are any off -site slope easements needed, or off -site right4of--way acquisitions needed? If so, describe. ' 5. What type of turn -grounds are needed? (i.e. cul-de-sac, hammerhead, etc.) Street Name Turn -around Type Location D vi .0 �.- - SJtc.•-s-1- IvD -+ nA r.-.-:. c»rrrrn�--r�-�__•-rrrr••••••r.-rmrr-.,•�-...•...•r;rr.--:r--rrr�rrr:; s::rr:r••,.••,_.......mrrnra::m»;srrm••••..---.r.,•,rmM-•.•..rm 6. Road Surfacing Requirements (Sec. 3.16) a) What method in determining road surfacing requirements does the Design Engineer propose to use (i.e. AASHTO Design Method, County thickness; table, or other)? �4 AS ri-lx) !d of b) Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format & Alternate Pavement Design Table. 7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below. Please note that approval of all Design Deviation's must be obtained prior to construction plan submittal. 08 , — • n • w, To 3i D CD b 41E6ra so, itivvrG l�c3c..t wr tT Storm Drainage 1. Basin Map a) Did the Design Engineer bring to the meeting a basin male? YCS . If so, does the basin map show topography and sufficient information to be useful? YC$ b) Does the basin map depict any contributing off -site runoff flowing onto the property? YCS Does it appear to be correct? 1 S . If not, explain. c) Is a site visit needed to verify the basin limits? u 0 Schedule for: (Note: Concurrence with County Engineer's on basin limits iS required prior to plan submittal. ) 2. Is the site located within the Aquifer Sensitive Area (ASA)? ' . What type of water quality treatment is proposed by the Design Engineer? J Witt s te-iukas RUG-38-2000 16:01 509 458 6844 95% P.04 VO/JV/VV 10:01 rAA OVV 400 0044 l�Ll. ASSOclal.es, LllC. 4aJVV0 • Pre -Design Meeting Nbtes for Project: Spokane County Public Works 3. What subsurface investigations, if any, are needed with this project to make sure the proposed disposal process will function as planned. Page: 4 4. Are there downstream conditions which will affect the deign of drainage facilities. If so describe possible mitigative measures. 740 5. Is maintenance access provided to each GPA swale or drainage pond? If there is something unusual, what requirements were given to the Design Enfir.?. 6. What does the Developer/Engr. propose for providing for. perpetual maintenance of the drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this. �P�iPs2rt O��j 'TO .41AteNt-ritN 5tt3vS 'S oM 'ter-tiS►ie. PUrri 7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.). vekt. roc vwi6 i76 ro Ve. Qrr +Tc:. 7b. Is a Detention or Retention system proposed? Please desicribe. 8. Are Erosion Control Measures required with this project' If so, briefly describe applicable require�mjents. Is a second Pre -Design Meeting needed? N 0 AUG-30-2000 16:01 509 458 6844 94% P.05 U5/JU/UU 15:U1 MA 5U`J 455 5544 • ULV Associates, inc. tJvw Pre -Design Meeting Notes for Project: Spokane County Public Works List of Documents Provided to the Sponsor's Engineer. a) b) c) d) e) Page: 5 Any easements needed outside of the plat boundary, for drain* or other, are to be acquired prior to road and drainage plan submittal. The Sponsor or Sponsor's Engineer shall provide separately a legal description and Title Commitment (or similar proof of ownership) of the affected parcel(s) for proposed easements. The Submittal Checklist, completed and signed by the Sponsor Engineer, shall be provided with each plan submittal. Note: Provide a copy of this completed document to the Design Engineer at the end of the pre - design meeting. filename:PreDesign meeting AUG--30-20@0 16 : 01 509 458 6844 94% P.06 0 08/30/00 15:02 FAX 509 458 6844 ULU ASSOCIULes, iuu. ti �o i 1 /. 0 (11 cn 0 —4 z I I I I 1N3M35Y3 Ai(1LLfl . 4 ' I rn J RO-W. /' Pc • R.O.W. AUG-38-2008 16:82 509 458 6844 94% P.87 , CLC - ' Associates, Inc. M ACC4ts ol Cobntlo l~W Catecrtta~% htn ~ RF ~ QF~~ ~ I August 10, 2000 411,9 ~Q . ~ 707 W. 7'h Ave., Ste. 200 i CLC #98573 SpOK 10? 509 458-6840 9204 ~ qiV<cC~~ ~QQ '(509) 458-6844 Fax ' En9~ neerin9 ~ DeveloPgme t Services Nry~N~~iV FFR , Spokane, WA - Denver, co 1026 W. Broadway Ave. Spokane, WA 99260-0170 , ~ j Attn: Bill Hemmings, P.E. , i Re: Hanson Center East - Street and Storm Drainage submittal Dear Bill: I Enclosed please find two copies of the street and storm drainage plans for the above referenced project for your review. Also enclosed are two copies of the drainage report, including a basin map. The plans and report have been stamped by the project engineer, Todd R. Whipple, P.E.. ~ - i ; i The plan set provided is for the road improvements for the extension of Indiana Avenue from east of Sullivan Road to the sponsor's east plat boundary. The zoning for ihis property is I-2, and the assumption has been made that each commercial lot will be responsible for the design, approval and construction of the lot drainage. ; ; Please give me call if you have any questions. Thank you. ~ ~ Sincerely, CLC ASSOCIATES INC. , Susan Murphy ~ Project Manager - ~sm I ~ enc. i ~ ~ cc: file ~ { ; Planning Engineering i Architecture Landscape Architecture I j Land Surveying i ' - ~ 11/19/99 16:46 FAX 509 458 6844 CLC Associates, Tnc. g001 : ~ . . r.-......... . . ' ~ ~ 5 1 4eY-~l ..4Nf _ a -W-6=-T ' : ~ : ~F 3::. . X,~:~•`~::~~:l~:-C ;k::~:::~~~~~~:::;;~;: . :7Q7:~!~?t-_ . ~~u~~2-0-OW:;j~4~~:~~g~~:~ - t~►.1~fA:9 ~49 ~:~5~6~;F~c~::::::= . ~ . ~ _yA: - - ~ ' ::.:.:..::::FAX TRANSl11TTAl ~aur _ DATE: PACE5: / INCLURINC COVER SHFET To.' AX ~3 E ~ ~~mv~n s ~JC~,S .F ' .3~-'dC -?(0S5' CUMPANY: S DQ G O,e. PHONE: 4"1 rI -~a FROM: YY1w~r~►~~~" jog: PItOjECT ORtCiNAI IN MAtL: O YES 0'' NO , NOTES: d z%am 4"AX-v~, Ul&-fto ~t wt~w~c~ ~.-•t-t~c.~ CI&VI 1I43I" s -,-os~ Ox G" loitA . qN Confiderrtialilv Notice This dxument(s) ac.=npanying this fax transmission catttaiR(s) intotmation, wt'tich is oonfrtlentiat atid privlleged. This intormatian is intended to be foT the individual or entity set forlh above. lf Yvu are noi the intended redplent, please be aware lhat any disdosure, cop09, distribution or use d the aFntents of this irtiformatian is prahbited. Thank yau. 11/19/99 16:47 FAX 509 458 6844 ' CLC Associates, Inc. 002 . . _ . ' - , i~ r ' . . Pre-Design Meeting Notes for Projeci: ' Page: 2, Spokane County Pubiic Works ~ • , Road Plans ~ 1. Road Classifications and Desn Criteria. #1 . #2 #3 ~ #4 R,• . .....-.1. _ Street Name . „ .Gtei~L. ~ . /I49E1L : ; : GO L#`V _ . ~ Cla:;sif cation Jt`e Toet 4tr.. ~ . , ...•u~ ;~:~.z:--- ~~~_z~. Roadway Width, W AS *-L,. 4s ~c'/ o ` "~t> ~ ~ .i ~ , Miraimum right-of-way width f! 1 = g~4.Cy , see note (1) r7 j 4 - ~ ...'V'.C~~~S .~df-lia f.~ . ~ ._._....a_.......~ ~ M~n. Horiz. Curve w/ super Min. Horiz. Curve w/o super :.................r.-._..r.r.r.-::rmt~mtn:-.............._........:r;.:nr.rnr.a..:a-z»:.:art~vmrrr_a:: ......................_~..:~a:r:::x . t Gemerat Land Sfope/Terrain ' ~ ..A~......._.. . . e.' '1 Design Speed, mph . l ~ '`r ~ t S . . ..1. L` . Y•..:~::.,................~........._..._:2._ • . ..i:.~~fW ~L ~:.ti."« :...........:tt•.w:~:::t: • ..^.'-f, .».»iJ:«:.`.:+:~::..:~ ~I , Q~ ~ •yr• • ~ ~ ~ , Curb Type & Clear Zone t ~ ~Al ~ (see Sec. 3.15) . ,..:g!~°:... of. RB.....;. . Sidewalk required? (yeslno) yr.s . . ~ .r- . Note (1) Additional right--of way may be given by the Sponsor. Discussion: ~~2~1~•rvG. t/ frot~. -!g~bqcz'►Wty `OT,S N'C~ ~O 'T•o DE 1"i DeAi*+ ~vf,.. IAAr w ~ $L- C-se -to -*Hp►,tr,~ &L,. :!~w*tvr, a Kr ~ ~ ~ f ~ ~"~~e ~ ~ F• ~ ~ GZ,~► "T t'~ l/~ A'~ . 2. According to the Design Engineer, what is the maximum number of units which wi11 have access from a s'ingle roadway? p . What is the max. allowed per Sec.I.03? .v)k 3. Minimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04), and 154' for a Collector or Local Acc+ess street. What spacing is provided for this project? ~ 4 Hemmings, Bill From: Hemmings, Bill Sent: Friday, December 10, 1999 1:04 PM To: 'Susan Murphy, EIT' Cc: Johns, Bill Subject: P-15076 - Hanson Center East I regard to your question about Flora Road, if it is not covered in the conditions of approval and if you do not take access from Flora, there should not be a requirement to improve Flora for this small distance. Bill Hemmings, PE Page 1 Vlarn6ip , , , . Ardfl.tan, UeqauWft1U . , y I~G &uwyln0 CLC ASSOCIATES, INC. R~7CeV~~ SPOKANE, WA • DENVER, CO DEC , sPO,~ 01999 NE COUNry EN GINFER To: o l~t~l - mm -Mo Ec P. f1~13 ATTENTION: ~0- Description N~Xerox Prints M~ Copy of Letter M~ M~ Original Drawing M ~ Contract Documents r~ M~ Work Authorization M~ Report M~ No. Copies Description PUI'pOSe MI Information M~ Review & Comments r~ Per Your Request M~ MI Written Approval M~ Signature & Return Remarks k -ko cu,r re- ` ~A- v✓► 4~ ~C RHJqA i 7By jtAt, v~~ --1-~ re11 v~. t nD~rW yul ftL~Hr Ts~ cin -E-iA~ PYZPAI vyU YZClk p 125b. QjkLtA- we~, ~ i V)bL pC*ast `itu, C. ~~l ~ ~r~-.eal. VMa,' bat ' ~ Signed: u Ci\i . ' 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 FAX COVER SHEET SrvjKANE COUNTY ENGINEER'S OFFICE 1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 477-3600 Second Floor Fax # (509) 477-7655 DATE: 2ToJalco FAX # 4-5 5-~80- ~ p TO : 5u, ,Sto Auar-w , COMPANY: G(161 ~ CITY/STATE: - ~ Number of Pages (including cover sheet): FROM: MESSAGE: P~~~ ib- ~Sort C,~c[e,~- ~l~~(,~}ndl-~ A✓~ • ~ ~ ' ~ P`~'~ ~ ~ F ~ , ~ ~ 5 - f~ ~ ~ ~ . f 4 :~i~~'`. ~ " r\ ..-~„--~/~x'i' ' ~ ~ `r\~YA" 1 ~ ~ . ~ y~ + ~ ~4 i ~ l.'_' L y ~ r~ j, Y-;..~m'.,,''t ( f~ l!~ yc J ,~x_-~j} ~~1i y ' ~ ~~"rl ` HANSON , H A N S O N I N D U S T R I E S, I N C. (509) 922-5252anFaxv(509)' 2~°5~5~~ "'A 99~,6 http://www.hansonind.com November 15, 2000 R ECEIVtt) ~i'~ NQ ~ ~ 7 Mr. Ed 200~ i~ Plan Review Engineer SppKANE ~~~N7-V ENGINEER Division of Engineering and Roads Spokane County 1036 West Broadway Avenue Spokane, Washington 99260-0170 Re: Indiana Avenue P1504B-Hanson Center East Improvements up to Residence Inn lot Dear Ed: We will have al1 the underground work installed by January ' O 1. We anticipate to have curb and gutter, sidewalk and asphalt installed as soon as the plants can open in April/May ' O 1, weather permitting. Sincerely, ~ , Robert Boyle Vrce President ~ - ' _ • ' • . i'` _ • . o • . , . • , . , i~ . . 6 ~ . , . ' . _.ti . , . l~ . : . . ° • . • . • ; . . , . . ' . . ~ • ' . r~ -p~tna ArMlbpMm Una p~ CLC ASSOCIATES, INC. SPOK.ANE, WA • DENVER, CO 4?9 ong0 ~ TO: J ~ D - - - - ~ S ATTENTION: - ~ Description j3 [21 Xerox Prints Copy of Letter M~ M~ Original Drawing Contract Documents M~ M~ Work Authorization M~ Report No. Copies D cription ~ Purpose MI Information M~ Review & Comments M~ Per Your Request MI Written Approval M~ Signature & Return Remarks 1 lo.r ~ 6-,ti. "113100 Ak., - IL!) .u~Gtr7L , c~ ~ Signed: cc: 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 t i < . Parcel: 45132.9073 Owner: RA HANSON CO CoOwner: Owner Address ln ian PO BOX 7400 SPOKANE WA 99207-0400 USA ' Site Address ~ 0 ADDRESS UNKNOWN SPOKANE ~ j 1 Legal Description ~ 13-25-44 PTNS OF GOV LTS 3&4 IN N112 OF NW1l4 SEC 13 - - ~ ~ ' DAF: BEG AT A PT ON N LN OF SD SEC 75FT E OF NW COR OF SD SEC TH S02DEG46MIN23SECE 92.68FT OT PT OF CURVATURE OF CURVE TO LEFT TH ALG ARC OF SD 10N CURVE RAD 40FT THRU C!A 71DEG06MIN35SEC 49.64FT TO PT 9~ a a. , , ~ I~ OF TAN TH S73DEG52MIN58SECE 384,82FT TO PT OF CURVE ~s : . - TO RT TH ALG ARC OF SD CURVE RAD 1442FT THRU C/A ~p~ ~ M: • - - 12DEG16MIN45SEC 309.04FT TO PT TAN AND TRUE 910 POB TH ALG NONTAN LN S28DEG23MIN47SECW 92FTTH 190 1 S37DEG11MIN15SECW 126.03FT TO PT ON NE R/W PSH N0.2 TH SELY ALG SD NE RJW TO INTER WITH S LN OF GOV LT3 TH ~ ELY ALG S LN OF GOV LT 3 TO SE COR OF SD GOV LT TH NLY ALG E LN OF SD GOV LT3 TO INTER WITH SW RIW ABANDONED BNRR TH NWLY ALG SD SW RNU TO TRUE POB ( ~ ~ AND EXC ANY PTN OF SULLIVAN PARK ~ . CENTER. ~ ~ p ~--°?dway--~-----~, = x Notice: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended for reference use only. Legal documents should be obtained from the appropriate agency. 1 .~~~M►~ T 2 a4E SE.C. SCAtE', 400 ~ , t . ~ ~ a ~ a ~ H r . 1 Q A • ~ 1'~ ~ 0n<<~.. ~ t Np,4508 33 - 0 . , b ER y3Yr4 !n`,y/ , ~ ~ •~'44r \r~-~1~"`~-... • ' r . ' _ . ~ y { ~ BPONANE w • r 0 ywi u.. ' -"',A`.~.. .^...~-'^,---+ry-~---••'~'':~.~---+.,._ ~„i"~ f 0 7 . ~i~'.`►., 7-0 , iil ' ~ ,4• I ~ ~,°•,~.t 36 3 Rar. q,, ' , _ . orua ~~.7~•• 4 • . , A ~ + 'irr•;N~ BuRL/NG70N ..NC 7 NCRTNFRN ,S . , , RA14R0a0 ' o u ~a ~ 5 .x~ LIM yy,. 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' . y,e~/f/{~yl~iy,yG4~ 1 • ~ ~ ..jy iT.~. ~ `.y'1' ~T;;'~?e~,'i~ ,...,~.ryn~1 n ~ ~ ^x' . , / ~/'."n' q'+r ~ ~ . ~ ~ ' ,Y ' . • ~ s ' +f1+Vi,H+!' ~ t r~..r- C,~A~`.~0~ / 1 1 I` I"~-r H• 1 r,, on ~ ~~pt ~ a • 'P y a n~ N, i 1e' g . 7! tt . ? ~ ` , 1 , ~ i L„~ nq h ~ ~ f.•'' e+ ~ lVif }t •r q ,J , „ , ~o~^ ~wPY-, a t 1 , ~ 1 ~ u'A r~ ° .e» ~ , ~ nb •n:'~t. ~j i t ~ _ 'q ^ LK AO. ~ rd~s4 ' 4 (p ~ ~ ' wF.,~ T " ~ j~ ~ t~'~mC µ °'d b~ r, ~ I ~ 2 ~ ~ ~ A ~ ) i 6s a~ +5►-- " °Q~ ~•e x 6 1 S lr ' r i ~r z r n Y ' k'~ q P%'Go GQp' 4~~~ G ' wrr I , X'~ 'A C' 4 17 a•r . ~ ' • ' 'i `g N , v, Zo . , ~ ~M1 'If J~ 5' OEDICA110N •NO.r cal 0EN Bs THESE PP[YNTS, Inn. NN.Sd1 1.401/51DCS INC.. • whtnetoton Capwl/an, W11*13 SCCIPDTY BAN. end (0.0 .NC NOip3, LL C, 0/0/A RS. MC. a Lau*ro*. LiNIN LiaNR* Cw,ew1, Ms eausep to Ds G41t•0 Into tracts W lane clash Meea>, to et "neon as KANS. 6ENIER EAST. heat. h Ina Seemed Owes. •r 5etllen 12 and In the Narih 900 C1 Section I, fo.3. 25 Nantes Room N Coe of the ...elle Ywidan. 11.ane Canty, Was I.. berg mere parteu.r Co mentiny ,1 tn• Noe.'." con. of Gala Leten 13, thence S.SO'37131 danq N. teen the err lad metkn, 0 Onto. of 7500 tan to m. Cast•+, mays et SARM ROW oa0 TRUE RCM) EC BEGININO, !moat S00132'SSi. Vona sue East., mwgW, e d0twa• tl 91.7. 1•s1 le the Kent.. Um., o1 SU.205211 .salt CENTER rat.. * YC*um. 10 of Rota, Pages 25 end 16, and bpnn09 el a ear conga. to t5. NcefYVwt and hgfno a rod. of .000 MIT L1aee 5*0*8. ? and E61LRy clang soil Northerly Moe., w. Eaylwry cane,. N said plat the Ia4o.W9 r (5) coesn (I) than[. 5putnee,tany wog sale cam amour O.noal enQ• o' MI6 3S. v on mean. of 4261 he: (2) theme S.71O0'31'E- a asterlta al 3A.B2 e.at teen• Morn. of • arse [Oat .e to IM S*.th.nl wd •er/•0 a rodtu. of 144200 l.•t (3) Ih.wo Soutn•atMy ea*nq told .ono Meal. a mot. moe of 121616' an we Mane. os 30904 lee. (•) memo* 5 0IOT15'W, a alslantt Of V2-00 fa.1, (5) Mena. S,30'S4•3'a- a d•tonee el 126 03 Mt le Inn *ewt5My martin el SR-90 (5►Nm. le Cnaeon..) and 6.9nnina a a no.. -.gent errs encore to In. souN•se. 11G.p a sod. of 63100 feet and from .nkn ROW. • ra241 Ina fleas 5,4106 •3'a, IMx. (eV., o1iW said Ner*Mdy moron the b9a.7ng Inc (5) Parser (1) Demo SautneastMy dap .0U now beau0. a coned aay0 of 1213 47, an oar ast.ee N 1.1,36 .. (2) t6wc• SJ61)2'27'E, o When. of 270 50 tart (3) None• 560t703'E, a ...et of 31501 teat (.) tn.. 569511•7'., a estanae M 45139 feet. (5) Promo $ 72773 E, G dhtme• al 1709 05 Mt to Mg Mel Int .* Tretl 'A' os de[ni6r4 *n Sleluloy warmly Deed Mad 6/5/90. recorded undo hone, /le, Ma. .309551. the. N 0037'06'E den; sad that Ine • talon N 500,02 r"I to an Moen tooN Tree 17 DACM S ADDY. t0 0PECNACRES reearM3 n Ydu.e• •l el pats, P. 15, Ih6K• 5 69'19'/7'E, along .aid South Ohs o Dew. al 1302.1. lent to Nr SaoN.asl caner of arrd trod and MOM, mopes e0 flop Rood. there. N0005•40,11 dote sold wagals morph a a.gance tl 126 20 Nat to ire Nwtnrny Neagrl of ton lame Darlington Northern Ratroas NMI at soy and S•ueesesl senor N heel 35 ef sab plat: IMne. Harnontr., Wong .ad NatMdy nwyn W fd0.ln0 .1. (0) Cwrars" (1) thence N,7397"N., o d•lont• ea 2733,13 hat. (2) trance N 007Y2t'M, a dalake e1 20.. fcet: (3) Monde N to 3759'._ a a9ataner of 1316.0 tat: (4) thence S0318b61.. o dht6Ke of 30/ feet (5) thence 41.72137S5-R„ o Galena: e4 36500 teat (6) Inane• N 721911'w, a Gala.. el 23260 het; throe• N 60'29'02'.., o aatmo• of 2.176 tort; tn.. N8.273'12., distant• of 451,6 tart le tr. Eaq•ty moon of we DM.an R.e•a, tenet 5001012.t. abq sad Chaney morph. o ai.lase. al 90.2• her. thane. 50002'56'(. along sae m0566. • 6etale. el 093 feet to Dee i.Ve Peh1 or Deaemog. [KCCPT that patkn al the tame, BW9ngfm Northern Rnbo.d r*j1 0l .ay lyn9 (Geeay el a bee 715.00 lest East N ant paa41 .Iln the Mat lino of Caw•snml fat • h mid S.. 13 A'ID EKCEPI aM a et.", cen.7ta to 3p01w a County la Moon Memo Cy maw.. recorded 1/7/t1e arm A*.OUoi • Me W 4175975 Jed 7/24/09 to. Aue0 76 6 FM No 6240045 Cmtas.hg SS 70 Aa7A env[ a Int And Noy do awn, d.aNea.• to fw•.k 56 former hda0a Aware, ore Mpl Moon en this at tot .6, 0.1 2, bring a e.--foot (11 old. tiro . .noon aorta,, a nw.b), e.dea/ea a Spdrla Canty w Wad anonh pnpsrty, to bar e•et;ala0 Ter rasa pummel Weer. at sucl Pone as the 1090 b ean6nued ea a WI .lean r3511 of me,, a ontl adj.... be Wet. TN mows el eR lots .2:00 IN* ttrb6.hkn eepl 0. mwr6rrs eY Ih• VANSCM CENTER EAS7 PROFCRTY TIMERS A550OA1101 a.altd b. Gaumwl .aaad S.ter.0e1 26. 2tF0 07 Nt S.crti0ry tl 510t' 01 IM Sal• N .m.nngtan lino. MBl NWrmN 6O2CBt,M1 anA w0j.et ta V. 4tk1. of tre[oporalbn Petal Byars 4lereol Subjnt to 1h. ot((W4Dp. Cl C01*AN15, COI0110N5. PESTR6C110.03 Afro RESERYALON Qi 145(YENTS rOR NA4SEtt C[,/TER CAS* as rtcatded ma. .aorta a Doemnml ..id21ry0, .'rem by hfffOVA a mode part nor. A ...my Rood. Oromagq and SMM.d. aotem. aver *rsa1 B. ea Donal and 1no•n Av.m, Is ...by wooled la Speer+ Canty and eta ouC*M"e agents tee ore p.m. a* wa.ien9 an elm b crows... a other Melds Ice Miry 00492te an es Ilan wawa, db.,ng nalod Mom•ae end/a runoff Deer and across t5s et. d7tabed *ane9, end db.inq pa2estrtch access on. ed woes W +Dew Mal. and. The boner(.) nosey ogre• :let to .strutt, or94Nly erl.cl a beenon a tM am mon or adpetnt le am Mom absorbed lads the *O6Nr(s) three 'hat 5ptame County name. the raapansib0ly to rm.. cols the woof; .ern Ilea Cowmen," Th0 esrm,a1 otas. La Saokomo Canty ous its aitnawre comets . rant a Motets and pre" to ono one horn .era Cos.... be one p.m.. N Imoeetion Cafe omaganty hotel chance tl WOMOx Tootilka. Tlia eaamw...N ".chats at tug "hoe as Ina SCMtne County Board of Canty Commh.6nws acmwte for mmetwo,. Mt r.tmaon ...ma ammo t.yand IM rea*Bweyods town., 01 Ns PMt and Ine skketne ends. and Posing lees". Mail Ne ra psaee nt-al-eoy wt. l is escort hot bowl r.eV. le motel. No sa)Yenl dice uatt ad pr00e Upon lean.. of Init eatwnot Me pnp.lr sub). to the assonant d.arb.d M.h snarl moon la banter(.), a the. wuessw• n ...a. a. and Clew tl ofy Oda, tr/ Spm.an. County and Its memo la tv coneu a r121 to um pr•..•l, ./pet to N. eoteme et Sim' Comment' at morn Meow. me :ray emeotee to Spaeae County the Draw Emmen s, a •hash harem, w• nearry q.t. a SOW. County and As tulhorts. agmeL and to the mbik far rood ounsmae, nate . Get not inn.+ a w.abs, .dmWlt, drama. am.. and tb.r usage armed memudy ey Ine t a» Coady Enoh.w .the "stela and motion of IM PM , t:a lmeo r wt. than. .N Dt constructed o,ihn ads eastern. .What permute. a1 me SOarina Crotty Enoh•w, nor o• any Cbyets Gy We. n sale ,err 1 that •o. ebstmel the 1M3 defog• nK"say Bar 'ea erg efLeient .ebohn m..erlenL Any h t. ebelnenl, handed a aojaato0 »Mn Ina Barger (elwtlat err .d N wbae4olo to No room• enntoS by this saosnsat one too sub,,CI to SPO.Cne County Cn9n91,4 posh C.a..rot to .00, Won.ge ememnts mar al of ir•cl A' and -tr, w Welt. and Moen het., Mich era I0 the pure!. el aahtyrca part% a'd d.apnal N '111NM Td near -mod• moon Rom N• Golfe r.giel.l..oy, are he., grants. (a 5pdane COYN7 hect. 'A- and -El', es platted ma Maws berm , w. IaMy ...pa 10 We Wm.. Cato Ent 0.epety 0.n4•11 Msmiltbn h Perpetuity end ra.•al be .de es lemsfened, and MI b• . .149*M lubsw.iml .iw. to iw ourhurt er . to hurt Iota coat. hoe., TM stars err Omre an. 0.1.7.et. as uOswJmt ostcln la law p.a. Man.a wwOod *00.1 .0112 rtplaL As e0Na/y al t' Kb1• it hereby anodes Use el(/et of Wpe" off they, t.aeRN T1Oga 'A' and '0', „A 9D Lao Th. erdnoge .osea,m" Ire, Am.), octant a Mom.. sepoot. DONNAO( eccvm.r. *) ODIENANT . raasrde0 wl endr Audear s Documt No $,t1 U.r7 .11. by referrlae Is • .art bocce. Use el Print. male m9 mow molema ore. m..1.4. TM Rena welt• system Nrsuall to 0'. rote Wm 903'ewd by Cd.alty cont pats h41, M,.nlay, en• lad M1a pet.. abbkt Count, Dhiaion of &rl4ng! end +ale purr., Mal be instal .ithn this *MA.1s0o and me mo9Mnt 126 prow.*'for far outoV 6' Ocmastic wa'a arr..ce, al. net as Ike yatn. to T tract prior to ode al Gets tent and pt. a Men. ad • bold. pesos for aeon neat" A punk •ere spurn ail h mees owe.. to the plat era ie6Vdu 4 ser.K* all be prenOod to ea. Mt w0r le ode. Use of helsldual en -ells *asap• dlpo.d ..,tons sxa M1 bar aub•w.na. 11s mmr (s) a amoeba. (a) In htr.t octet to out.. the Cool, to *pace Vtk mane (a) an a .latch Iw Ms ferm.1. of ULO by pelt. method paMnt ta 0(d 359t whet 9tl09 VOA. 15, other (s)' vopwty, ...thou not to oopzt by tM sm. of a probe Mallon med. the arm.. M o ULO by.Modem method cores. la RCd Ossatn 369a ahkn IMhae. Ma ewer Ts)' propctty PRDMDED ins eano.non Moll not wo.leti the amw (a) a emcee. (o) earn ebpt*n• to any ebnsmenl Is) a t5a property as a reset el 1.10.10110119 eaten fo W om boot .Iln fa. farnatbl of a W. •, *Cur elhb, w ra.O.tltn mothed wd.r R6• O.. 3694 4Av tnML V7Oar a 7N,.. S.W. K Stover, nor /opooroa'pr [LRRGH' 44041 l' B1E $2064 !i C aZe4r7 lrw CL61A9p2w.Nor/c}9QlNCJArse /JCKfrNity0R-p4gnp m row 0 stMome tor++sore*. te8592040 W Attvri A w•e✓�.nen.11 Iw N• p✓Vet tl tMtiNCVq hgdfne lOerhtsg, m.Manno ears., d(ary rnbc/q ssna.ry, w, w olnm aLf f fief �Cir r ce7.n ~ rsMad to a ptecr eys(sm as mercy onnlca 'dav�• 03 os a+u,l *2 era wslsns• 9 o AY. roe 1pl/. a erwn a, he s Camtp Ile et.va ad Ottste al e, abate nw.Mnw, a 16n a Wtl era wen, msy .ohms a aapA trvM, gram a k•. and may nteW .ern W wnla.nha, wstaing, epn greo, mahlal:my, r'Pm••9 my., re m... remorse an. d1 *Dr rate W Wr.aaf ..kh we may De Hole a • ens. t,Mem 115e aoNOr(a) .es me rant a uN we espy root preparty .et a N• rGycl a 1Ls •oormwN 4 peewee ✓stn .h net marl.. wIn tM Canlij. N enoymw,I N lM e1Mb hweer oan1eL , 10 ,h• (ht I co. ell not treat ✓ IM,io wv donor a overt fa. S w wTl 0 set s olth t w emyCM a .sa{pa,ibr, met 10 1n• ground cv.r a.w in• w.wn.lt. ino mnrmmt aesuesa even e..eor n la and M run eIM fang, Ul1aY rmenerds or. hereb7 aonlW a Ine at^ap VIRte a.troerrks aapwud 0.. Btrete C,,rmtnts erg 2bna Axmre tM Wn9 Ce Ewan, moan tl 51/Aan Moe as own Mmes. ter m• m.tbuet *5 raan.*Ncllmh man.enwlit end saw•IIm u/ Yt.,1+e, bare. nth W r/,'1l a motet sere •Paten ores to aka .Mfw Irma. warn Ine 1.1 .•en 1.0,'4.1er1e1a .Gr TA* e„rowtuwA me..lmenet ant (scab. N N. mad I....0 Wa..y oclwl pwm*ts a• 111041.09 Grua to etamc. of a [wadnq perm*l for bh.wy •ppratctr to the Canty coo, system. NO drat amen oil be row. Ran my et .lion Nh cubalMy. to Se.. Owe 5ubpat to an oweamon1 W taw el Los Intent.. to... Cpnpony ....de. I.., 2CA 1907 In em1 195 of Cm .L P. 40 in. Audio:. Kw., Nona. 164579. 9A(ect 1to an torn.. n few of Speeds• County *Aar tna Pc4nt Of Ma.n 0es09 for earls.. and .WOU.. row. *40.6, 7, 1093 lima.. Aadea • R.cban9 Mao. •77 $7• et• .•.need. July 21, 10913 +mew Au61t.'1 Paadnq Numbs, .2.S345. Sub(al to en *as.. h far or or Siesta Capo4lan ko unON9'tAnd u'lily Inds os rho. norm reevaed .9091 a 199, ode Auall3.'s record". 14✓.0er 4399235 010 ra-rt00,0s0 March I3, 2000 Vbe..dal.., R1.441,0.0 Number .ACSt*i, Sub(ad taw* r:axrnell n taro Wane County ler a ,err lilt stotbn r000.0 d December I2, 20053 under Aud,ta', Recording Number a5•tl.b, ��/ IN th5NC55 aN(RECI, the ahr.saad..ld a. no. cow. Vey .care. to to heron"* wesaEM Iris te,-eey e1 AMA)_ 20f/ N ANSCN RIDf5TRE5. INC A tnrthhertan Caoc ol. R. A. NN15Ca1_�-�- SPOKANE MOTELS. LAC., D/0/A P L G, Uctd AO'1M'ALIOMAEN14 Uh*5E0 SCQIINT, DANK A Wash r 115: ICALC, ( : h* STATE Or MAS"NCTON ) . COUPON CV Sp. ;ANE ) I eaW, that I ino. or that I on. satisfactory esldok• D. R. A NAN5D1, h the peon .no app.. heat me- 0d sal. Wt. 1 ee.n4wNot M 14.01 Ulf hstrument. en path Voted Snot ha so.. an ... to so. L. Instrummandl a ...i.O;.a It w the ...I of MANS. MOUSER., INC, a amsrW.tan ..... to be the bee ones .elun•by eat of mot wpanlian, fa�Nr us" area p.a. slated'. the hsttumn4 ils OAtEO a..4 aver.. _ 200E 1/0T Y PUBLIC, ma to the 5.• sal Vol/knot. meth. M Soda. by Conorn.on mbroa_% I� SCAM' Or MA5NN5TM ) sa c0M*r or SROKANC ) T •t� 1 ewl*y IMP 1 *90. a tn. 1 ht..nth*seta, •ATwee• Uwe / .%��/ If In• wwam see epperb G•Iw• m•, me rice pram .cenaM•aged Noon. dE ril riiin;•rrt an oaN geld IIlaIM .a auLWhd b e.•eu. G n.wunml and ecNlatlaatid R K thttyt ;�as. sin. n the hs BANS, a Man men CarpablATn to N ln. fr. era .eLnf ary «t b eudl caw.. b NO anti puroa"s s(plW it the h,Wm•nL DATED �day of - •94�t_� WAVY PIMA. In and la tn. Sled• or re 9tm "et= 61 Sp*Ao1. Yy CenwlGYan ".sales -� Grog, 1 cwUl Mel 1 a that 1 how lilfalwy e.Tb1[e thq �e 1' 111� posse •no aa•71, hhn mt era .ere p«san onnew.aW9�y Me,tAh• ran.• they h"tesrm. sae men iol•e Nat M •o. aulhoi7d eo ..e:u1• M r,.t.umml and nm,neN.dpd a as V•II<919�fT sal •yD(ANC It0*ELS LLC. D/B/A RJ. LLC • Lwa'dna Lhlted Canvey la •e Me Mee n-1 dua�lh?[w(•ec1 N sel)1 eapouban, fb Nt liar• MO pVpan poled h tn• Wsbo•lent Dc1E0 1Mt _ . My a 20GL -74106817-76, NO:.wt' PtA� o1a 1a u W 7lr1g tl soya;tcon_•...SP_ affi SHEET 1 OF 3 EP04WE COUNT/ Nlp75R'S mC,T7d15 ¥59Zid4 &( 27 ,}Sro 9 re, ide0 le,• rcewd Iris sN� ant el � _ 2DRf_ n�7;KJ Y- nn Cabe +�,sypl at Pti9t JO_ t the o.aauM al Ham. JRMR fai. ..iatko RL WWI LLC. sheet I of 3 soki SPeba[ C44,1.1 wnlr too try Deputy SUR'210E5 CCRt um .ntaenmlc< �h �rgres.rta a easy rode a me or .qa> my Ob•cton in reouiamenU e! Ihs SpaA m Ceuny SobahaL, pGnorlc•. Par C•rtdkat• Num.. 13001 SPOKANE COUNiy 0049011 0I UIRREY Eromhed om/ approve bah 7~ 1/ soy all „415;_‘____--. 2057_ 5penane CO.My.0,d8.n at N•u•s WOW. COUNT! DOM. EtarinW and ddd the 7f as, r N4y - 20!• Spa.. out i IMaI PORN( COWRY 0N61ON CC P.2*40IC E.amine0 end app.ar.d Ilia Y� War d `I..�,r (��.•. 20_--. E`er Cir.l:r, Speeme COmey 01.1on •e Moon. r'1'Dt. KW. IREALTN DISTRCT E•aamn•a oral eppreard Inn /_ ray .4 !a Spa,. Rave. Heath Odder' CooIne: wrd appro.a Via oar d !S . tort- s 111E BYRD Or COUNTY CC *0.310NER3 Of SPORANE 103111141011 Ma sat .4T• baweoeq me a..pt•e M ens CO✓ey Cmo.saavn sae S... Canto. MOsh.cdon. ma, t±l GOY el ._ 20(.:-. c araY, 5•-en:e. aeon. Carn„asenen 57010Id COUNTY y7RA51KR * der h.,•by coda Nat der 16. 1 • ith har. been lee. and Macra.Ae� Wawa.w71inst.in• •Tor .noon .IINrats n the. map . been rosy pad this oy sof •[LC::..... 20.e-- J• ' • w r d ► 5Ra'an• C0✓cy Treaaar.r by aputy % I r,I FINAL PLAT OF HANSON CENTER EAST BEING IN PART A PORTION OF TRACT 37 OF BACON'S ADDITION TO GREENACRES LOCATED IN THE SW 1/4 OF SECTION 12 AND N 1/2 OF SECTION 13 TOWNSHIP 25 NORTH, RANGE 44 EAST, W.M. SPOKANE COUNTY, WASHINGTON (/ '"/."-rl/13 cA=.o.s .a TU r•75� 11,2 19 r". >I I a l --- AeU svr m�nF OFTAIL `A. N13 .D •e•uA1 .r; CwL Pawn. ro• 1•)tlll 11717404CNO ; E1(_ • _� ` i n to Y/lAlu ~ •• .Yr ace s K .ccr C �t�.•`.A no PV sea won. •er M rn2/1YS1,ti, e,.. 0002.50•W 4'0 .t' Iq OO.tr SEL •,1 A, w6.P WC IA.P/ - i Imnx,.e.kl SPOKANE COUNTY AUDITOR'S 12420)U.t[ 40,2WR42_ raed Ta MOM Iles • I' day 01 200E Boos RI lIPtL el Pos. 11 d lh. .PPYeIt d 16.011<iSat7 01sbt- 12L Sp*hna l 1) MMka, ey 0.1.4t/ _ 1 _ •onaw. F 2 e�'' •.uarcru•nln y/ tJ MC • Lam• �A-� 20tz K+xwunc .'Esi^'EA ?1._- an3 Az ,4z 33"a=;'+-w•w rnvsm7. . Rvl''^ y, F?-7 _-.0 - - ,j as n \t § 1 to W,A;uACT q g2i�e` \w 1sEer6 ^r �� / ?29 ss es rbt 41.1:7 ai - E0121.1 1 KAa •icr� .. yI, J .� As aOCANcy 1Rri+.o4 O RADIAL BEARINGS Q lWC to 23 xe 77 RCA4wO 5A25r•, SA1YdAA tarsrsers Sp37P_Set N1.13rai2 S71 1A•. 2e .r21.2i1't uwE Tt LINE TABLE URCIN RP IA' 12Ar IS n 19 HO +I ,11 113 r.A ea 20.• A' BE•Rw2 Aar.NA2•w n901,7'd•R �OiAa•, 22.AY ( ES.AA xn SOT _LU3 A361• (MOO ,.Pig ;Orf3321•E ••y Apart S1TS1.41, RLKLYIL s^NrtrA1= N72Hr11•N 57111Y31•E SW'S•.i 175.3r36•• {h7•AWrP'E Th. rn 314 we /24 to, M..' NM awl. all, CURVE TABLE • _ �ura.ol 7 rye_ 7 l.10 m.r WIT ,Cerr a]P•.•r • 8 bumf ce R.A/S IA.x00' 5A1m' ..CM 3T.AC 1D/0A• 147 .^ 1/aaeO m. Know .10 R530O AS DIY AO. 1AA2.E0 167Y I ]]Ir 71�6' 00.0 I DOT. 2t•r } ,tVg • 0177 ! IT•SAY m.q 1 )g:'. ••a In aA r• » :21 Ar I, Al 6n Aar OSr 25.DY SS..cn' 1 1 • •Il3r AM. 71CC7e• ow'•r `1 ® 6 3�A_0 -000240 ©© M.© COI f2 ©© 12 CRAPIOC SCALE Tao 0 5o Too mo ( IN MT 1 bleb . 100 K LEGEND 0 -rn0 YEYIIIY0NI AS NOTED SET V RCS WMC 31A1Pm -"Z" 0001 (Y•AtS3 OffiittRwSE ,O1ED) U! • -ANQE PONT 1, OOaOARy -tot camel s-aNCRtM w,W0all e i -a nONa SEM.O. 3447 -Toro .o0NE35 REFERENCES (A) RECORD Or Winn' D110R 22. PACE 20-A le) PICORD 0r 9UP]Er DOOR 41. PACE 1A (G) R(COPO 0, Sv1Mr B(0K 22. PACE 22 (D) FLAT PUT Cr :111U7AN PARK Q2RER 4pl4NE i0, PACES 25 0 25 (() RECORD Or SUR5£Y BOOR 64 PACE 32 BASIS OF BEARINGS THE MA19N0 Or S00004210 Owe 1/K EAST LINE Or Or THE NORt1K•S1 OUARIER Of 9CCTIW 13, AS 13. CH DK SUR'F_5 RECORDED Rr 90CVc 22 Of S7RErs. PAC( 20-A. WAS USED AND IRE OAS Cr B(ANRSC9 FOR THIS YAP ACCURACY STATEMENT I11f 9UR4EY WAS Pfp2OR1{m Mt. A tEPLCN CTS 303 240E-sEC6,0 TKO:C131E A210 ELECIRONC 015TAHQ 1.(1(P. NEl0 TRA4ER2E *E1NCOS USED W,P0 IN AOO(ROANCE WIN WAC 332-130-00 4(5011I •C- 37 SURVEYOR'S NOTES ,) TN( AREA Cr THE 540240.30N IS S671 ACPLS. 0,4 FW,O v UAERIS SUTIOFAO P910. i900011,Mu� ON sAcAAA20 011 NE SURVEYS RECORDED IN B00R 22 Or 9UIh[YS. PACE 20-A. AND eoac 22 Or 911.4EY9• PACE 22 3) NC (ASEU(N1 0•IO(R NJ02009 000Uu(01 NUN0RS .! 79974 AND .2AEOA0 IS Or YNt7010 WARS AS 51.DWN -E?EON AND SKEWED .3 .1 Fa12.ORf S10(W0K. ORUNACE AND MOPES 20Pu STA 150.3O.. NO c1A 137,0 70 SOCbAlK. LOW STdlA.. UNITY. AND ^LwCE MON STA 150A35 TO STA .2,6 FINAL PLAT OF HANSON CENTER EAST BEING IN PART A PORTION OF TRACT 37 OF BACON'S ADDITION TO GREENACRES LOCATED 1N THE SW 1/4 OF SECTION 12 AND N 1/2 OF SECTION 13 TOWNSHIP 25 NORTH. RANGE 44 EAST. W U. SHEET 2 OF 3 SPOKANE COUNTY. WASHINGTON a.•u>:rcAtq U aa..r. »a . v .1• o .o..T .N. i an.n . ware: f•rt w..rr�+ a imad.p won. r / • • -------- ram it 2 � ewar,rc DN,. 14 31' 7 0 L r®ra MP (4.N/ 2 As....• M.•• C=gI ..oprt.r.7 �1 FEP (•1(tl t� R•. no WO..4. .3 •ma aar F.D. ca. Sara 1M m•o ,M No�. -1ry aa'ri•at r144•r 11 ,API •p> Ja�iPad' t + �t 7' I 1 IN -I H tt �I• IF 14 1•re9r� 13v •..Sere ✓fl .ester rP (41.03 TRACT -B- 9.1dCT TD Wawa EASEMEnt - SEC omlCAnox -12 MS.. rq 1.17.1 twsr..t SPOKANE COWRY 4I0(1:14'3 c0r1flCA1L 4572441- 12t4 �I�Dy r9Wr4 U1]o 3e 4 0( �n 01- at Di1NE_ BD.0,,20 P_ggn 44 IL. ,90Ve1t of V3. s1IIM1ttJ10 IR•1r. 1AL.. 41510 eA V Pial2fa SDaba,gr'DLpyaf Auyta DT D.patr 13 MC ap.. ....Dare nw•." Li UM LOT 16. BLOCK 2 35 r .ee rls 'Sim :'£R c;;h� , �,� •:`^.R;j �.�` _�-_ w.e w�1•r .,..e fi660�Y `'-- _ iFF1. R�a.RG„v -_� %unnar_-.1.(•, ti e• wa•c w - 734 65' .dxa .r•am .7. s `•1y r3 __ _. unrr J 8 area. T. 171,Y .ar 1rt � rear •.• w• t,..Y1o. •r•rw� Nta .nrlss ru .o •DAD p a3r -ax . rr raw W DA•1m Imla S0H'49'47E ^ya UNE TABLE 1502.14 Q RADIAL BEARINGS Q wK DCARNC 21 94IQK •0-. 7R CURVE TABLE NOT37`At a a1•3Y•4Y N31,3"A'[ N29 47,1 tint.( , C2 •ADN4 1..7.0 1.47a2 ,NOS. 31•R 2%2' 14.41.51 157'- (21' CNCPO 3140. Sara' D0.14 1150. 1219 4e- C3 53301 1.155 7, t 4121 1Y1e'4T Er Ca C0 2 1 ACIL112 (OrC.O 05500' D 45025 12/367' 300.40 '^2.27 23, 31a00' a.L9.' 12'44:7" 25.M ST 31'21'r7 C7 ce VIA, 40.127•0 Lie Li all .t3L t 11 •552 170'20' 11TJa. . Ca 144211:' .pE 204 4OS' 0C143- 23 0 ��W 1 6. ,PM n ...a.w ON,A� 1 \- 1A1 caw, 13' a..p p•rA.•r saa 1ao a74. 1•I Mr. Or o n'raw t4tat•v Sara na' M. awes.. roan, P.M. ,r . 1,..1 etrNo roma a!•' v GRAPHIC SCALE o top sa ( DT 11ar) t Mae-100 IL LEGEND 0 _SIC .001101.11 AS Rama SEi 1q rjO.P •/Y41C S 12? .7`..' 1a01i (VAESS ODKPRSE N001D) A9 -.CRC rCNr w OCUI4ART -r .A01 Coma/ • -C 32(01 ( NORJM(N( •S-BUSDIIID UM. 3447 -STREET ADDRESS REFERENCES CA) RECORD OF 9UPVE7 ROOK 22 PACE 20•A 0!) RECORD CC SURVET ROCK 41. PAW 34 (C) RECORD OF 51.4+427 BOO( 22. PACE 22 (0) FINAL PUT OF SULU. N PARK C(0700 V5,44E ID, PACES 25 C 20 (E) RECORD OF SUR5C5' ROOK EA. PACE 32 A�4 RIES 5.4 UT:.C4141 SURVEYOR'S NOTES 1) ME AREA co DIE SOR3t519(I IS 5071 ACRES 2) 014E 5EC(1 0 5UODIVIS ON AS 9.3014 (0R(00 IS 8A5(D CO ranNO Np1R0M(N13 AND R(CCAD N0ORNARON 9•0•01 ON TIE SURVCr RECORDED •I BOO( 22 Or SORVE s. PACE 20-A. ax0 DOCK 22 Or SESVR'S. PACE 22 BASIS OF BEARINGS TIE REAPING CE S 0005'400 CK IN( CAST EINE Cr OF Of NORII4AS2 OUAPIER Or SECTIIN 13. AS 940Aw 4N 120E SORKY RECORDED IN BOON 22 Cr SUR1toS, PACE 20-A, RAS USED AND 11.I B.•VS or SCARINGS rOR THIS MAR ACCURACY STATEMENT TNrs 9/PSCY RAS PERr01(NED U(INO A 107CCei CIS 303 1TE-SCC0I1 DIEOCCIUit AND (10CIParC O(STANcl NCVER. TEED 1RA1EPSE NEI,1005 USED REM IN ACCORDANCE aim RAC 332-13D-94 SECTION •C' SHEET 3 OF 3 .8 FINAL PLAT OF HANSON CENTER EAST BEING IN PART A PORTION OF TRACT 37 OF BACON'S ADDITION TO GREENACRES LOCATED IN THE SW 1/4 OF SECTION 12 AND N (/2 OF SECTION 13 TOWNSHIP 25 NORTH. RANGE 44 EAST. W.M. SPOKANE COUNTY. WASHINGTON CHANNEIJZA110N GENERAL NOTES SEC. 12 & 13, T.25 N., R.44 E.,W.M. SOWE A+m ~ r,t.ar.uI ow'mn woFI ..t m m+v v sn.c v io iae c. cvm -n SPOKANE COUNTY, WASHINGTON lm- 9l ~E~ ~p~ a58•soaa ~ W LIRRG -~I I-HmI -AIn~qS p4l t~JV~ -.-iM ~~'I~4 -4M. q' # N I~.- . L+mt 7[00G W+ V mi o MtwPS7 -tpw ~t n.ruIIeE1 - Ni rri a' ~ ~ I I ~ p y ~ ^r'j m na uu~s wn ~y~ a- , 0 , a~ aM a e~ 4*~ s«q•9 wm j a.nwu.m coNsmucna+ POhs fm oi r inr rnn ar m tm nr ..y I I/! 1 . I j' ~ roc a nurc .wan ~ 1+a~ CRIP4IIC SULE O TII un wm smvc av .zm w a- +-k3 ' - - - - - ' ' - A ~ L r•r~~ ~m roe~ m.t o w w i I DETAII 'C' DETAIL 'E' e 4 O nYN~ NI M: ~N~ fti O[t4 M 94R - - - - - - 1i1i11'af A K ~tlwtl X! !Kn D TM 1~1 H t~OmY~. vC00 irM~ 010bb ~OP ~i0. d .I 1m 4a IoD.tl ( M IR1 fw 10~mi sa w I~Wll~f ( ne.n~ rtn n~ V4 / ~ r M~ 60 M1 s•s .1-o rw nao s wK, Y. I a rc. rotrto vtm , ro.v, 1 I ~Mt ~ 4 ~i " J a tcr ne e o e[ 0anuco n ec crt.wc ron oar Vav .rrt wno!n n mi.aim n. smn oa w m.rtt oar. owr5~1 I> » ~ ~u{p n~l ~w[K Dwl S NtYLLO Oa~ 11 VRIm M VC (dnK11tM ' 1a 2ya ~ 2 u-dra~] S!f RN04D RM'M~OM~-ro' FO WIRP QW..D1 f TWO- ¢ WAY LEFT NRN LANE ~ - pf WAY ~ IGHT F a~vws r 1 ' ~a~•~ ~.~-a~-~_+. - ~ / ! IrRYm001~KOQ7 iu+aew ~ ~ • J . ' R.T Of WAY L _ _ ~~anuvv ac+eamaIIt ' - HANSON CEN7ER EAST ti------- ` TRACTR s • 4 s ~ ~na'-~ 7$ ~ 5 ~ , ' . ~ ~ - ~ ~ - - - - - oii'a,'+ENUE - - - - - - - - - - - - - ? t- - - - . . . . . . . ~ L - - • - - - - . - . _ . . _ - ~,~~.,v. ~ . _ ,r - ac re ~ rsn ZI 1 ` . . _i - - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ' bT^dB/ S. L • ~ . GR~R: P,y 0M G 2 'I ~ :u.mmnnnP 111-50 n ~ ~ -w~ ~ V 2 CI2 R2 4I/ 169.50 j S~R I11rSD ~ 3 a 5 6 T B 9 0 COUNTY DATUM fWYD !-I/T MASS G7 VAAM[D 'B91S16' Bu I91{.10 19I7 ~OtWC ` ~ oouirc r souiH r usT a rtna ~r sama.+is xnvCe a amcg mFa ~arr+~i m~, n•ioa.1s C. '~t ~ •.f.L¢Q ~ OEVELOP S A OVAL DA7E ; Y I HANSON CENTER EAST B TRACT B -'1 ~ 9 ~ T ~ni•i 7 0 ~ 8 . . ' dy ~ ~ i / N~+~ 1~ 7• a iiiiiijililljl t • , ~ Q'I" IS, ~ \ / ' TA[ 19A~IC47ts r1T+ aSDOt ~ : SiAND.UlD PVN w-7 MRi 'f,NC Cf 00AD' 90N w14-1, a ~ n. 1e4.50 . Z ~ ~ ~ ( ` \ ~ ~ ~ ~ ~ i.,.e~Vw•uEVNr.+~:.Tiy;6~~s .,.•:.,~;i;,-:r L • ±.4~r,. ~rfe{ SiR. 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C~!•._._=~,~.;.'r.~`.:,,~:~.~=202 ~.w ..rM ~nr.:.~~~~;M~>„n. ~ ~ oc .C ~ $c .;;a~~'` '••1•D ~ q ~ ••~f r•':•a•'::=-j~ 0 COUNTY DANM y roum i-i/t' oc,:: cw u,wao ~t TABLE OF CONTENTS HANS&t wa*.a tAsr , c°onnr°' z°'~uM.1e,1i sTsv*rr"u ,r swTM~,si c~oi a IRIoc4 ~ COVER SNE£T_ _ _ - ~ _ . • SHEET 1 NR SDpShK FnLR Q.1.0 i, ~ INDIANA AVENUE: STA 157+60.70 TO $TA 170+00 $HEET 2 htE DMCN IYPR6rEYENTS SHOYM BJ 11#S SEi OF PLANS IND CALCUlA110N5 STREET PUNS ~ ~ INDIANA AVENUE: STA 170+00 i0 STA 184+00 SHEET 3 CONfOPoA T4 MPUCl81E EOI110N5 OF ME SPOIUNE LDUN7Y STANDMDS FOR INDIANA AvENUE: STA 184+00 TO STA 188+19.87 - SHEET a ROAD ANO SENFA CONSiRUCiIOM AND SNE SPOKANE COUNIY CUDQINE$ FOR Li. DE TAtLSSHEET 5 STDR1IWAlEA IIANAEMp1T. A6L pf9C~1 pEV~A1WHS NA1~E BEEN APPRWID 8Y DEVEL~R'S GSPPROVAL OATE t~e svo~w+e couan a+avc~+ i A~ n~cse runs rat cOr+s~mucnoa, ~ F J~'~SO~a ~(It~dYDqr4tAl~. L SEC. 12 k 13, T.25 N.. R.44 C..W.M. eanr,iiC scue untt~ samce um Ik~ ~ - CURYE INFO~MA~6N 5PQI{ANE COU~JTY, WASHINGTON n~ i?~ mre-uu ~ 458 • BOO-U 3 c ~ JM) 1, - a„ it. wAY ~ ~ " ;N T ~F ~ ; w« "~~w `.wa.w , , _ . ~ r ~ ~ , ` s:' :~t°yj;a~ ~ 1,1+ ~ - r ~ R~ ~Y7~~~ _ a " _ ~ -y'~!'~ ~ • ~ , _ _ - "`•y" ~ ~ t c'Ir}c~r~: ~y~='" _'~'svrna. ~ _ • Y -r _ .i~_. . _ ' _ . _ . -•y~ ,a~ Jc.r-e_~ ~~k't _ f ~l.. _ ~~7 r } ~ M1a • ~ ~ - ~i R +~1 ~ { e'-a"~~~ ~ ~r_ ~ _ _ ~ l~~t ! A t i~ '-yLj.'1el+r ""~~;~.~~;i-.~l.~I~~_ ~ ~ ~ - / 90 • ~ ` - ~ FuT aourra urr . • c:'{,.._._ ~ i ~?,o'' -,,ry.` - ~ - ~o~~wn^r _ -r:~--•~~,: t ° - m.. _ ' ; V' R.R. R ~mx~,~s_ - •~.{~~x~~°"~~~'=",, r y ^R~ _ :i'~~'~ ~ a-.~•~ rrc~"_~' ~ _ ~.~-f ~ aorm ~ - - ~ - ~~r••i. q ~ ~tL~~=`_' ~.~ti- ~t' j= ;~-~-_~~_--~+a;==._~•'•~ _ _ u ' .,NAN5dN CEN'fER EA$T 1 DE ru ' X ' , , , ' . - ~L'ti~•~ ~ , _ ~ - ~g'~" . ~.J. ' ~_..;;r _ _ - j ~f 1 Ir ~11~~~ ~ ~ _ `~~ns ol7~r~~ 2 ~y / / ~j ~ 11 Lf~,~ _ a~ ~ - qQti . 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' . . , , , , ~ TQP aF ~ dJR9 . . . . , 1B9d' - r . . . rr,slmcawG ~ . . . . . . . .~j~a~;~ 1.,,. _ . . . _ _ ~ r . . _ `R 9~ R '~i; ~r , ' F,' ~i:'1,.,.,,~ ;t.~r:v:.i ~ ~ . : . .T' 8 o . . . . . ~ I ~ ~ Yi'~' : ..~_ti~~., ~ IA~i 4 ' e~7 • w ~ ~~a:ce •,r m~a~~, ~ ~ , , , . . - • ~ - , , ~ . . . ~ - - - - ~~A°f":4;P4'"P.~..... ~pr i~ '•i~x~~~ ^ii;~. i~~ ~ ~ ~ r n .,.,,..i.,,.,,,, ~~aGOein4` sr~.se«~ern , J~ ~w~,uc '~4' ^ • T~~--,.i F W 9 Fi , : w~rtu.iaef9i. 4H7'~K!•I~PJ,% : i•e Y~.:'.,r:j',"~'rt„'~';; i M~ " : ~~~iL , . ~ e ; ~'1sFlOA .w+~q . - r ' ~ . 3 ~ . ' . . ~ ~~~e.aas - ~i:sw~ ' . «~,wn:•;,r~.. t,•~.:rr: ~ O ~i •-0065d n „ ~ ~d[r•i~iLY~r 'ETSM7idrio 7Ll1.7k ~.~T.~^e...~.+1p.rf ~ ~ . - , . , . . . . . . . . , . „ . . . ; , , ~ ~..e. W v ~ ~fSt ' ~ . , . , . , , , _ ' - {.er'_~- - - - s- - , %CAL ~ ,199 *S . 0 . ~i_ ' ' . . . . . l'- . '199Q 6 1~ ~ CA.: , , - ' ' . ' b ~ Itl ~ , . , , ~KOVUr z~ ~ _ . . r , s . . . . . : . . . ~ . _ . . . . . . ~f990 w • - ~ . f~fMFBEV'JI ' ' . ~ - ~q~llp~~: ~ ~lL e~~•N-765Kd~ . . . . . . . `y ~ rI ~b19.~e7,'M1 I~ :79E1~ N LYYO . ~ . . I~I. TCS67dC fA'~V~ : . i:. " " ' ' ' ' " " ' ' ' " ' ' , ' ' ' . . . . . . . . ~ . . . . ~ ~Q~ ( 7 ~ - - - - - - ' . p ' ~ cuas , ~ cao~ x : ~ • B ~ . . . , . . . ' . , . . . ~ . . - - ' - - - - ' P, . , - - - 5iREEf P 7 . . LllJS ~ . ~ ~ : • ' JT ` - - ~ ti~ . . 5. . . . . . . .~.~j . . ~ ~ . ' _~A9q - - - y. . 5 ' ' ~ ~ ' ~ . i •I'Hi%'InlnWtll f1FIfi5fOb~ . . 075nqRPJ14`'` 'y M'mlullfL~9lTTe1LI ~ - m . ~ Q ' iS7lG4 iS~dd ~S~+BA - , 1d0~d6 o fdi+dd.. .~f8'~'+09.....~ sfoo~swi9ram wrrou~ , : ' ' ~ , ' , P-i say I? t;%. . SEC. 12 & 13, T.25 N., R,44 E.,W.M, CRAPMC uALE °10LWJ°W ~ k $POKANE COUNTY, WASHINGTON 'o a w ir oM-uuNunm _ , ~ 456 ~ 5000 ~ N rco ~ 1 Fcn A h mc w oc VA ynM ~ . J : ,5 ~ 11 ' i .r~. \ ~ ~ r 1 'tiANSON 'I U ME/, \ CEtVTER E AST' ~ ~~,1 ~ , , ~ a ( ~ ' ~ ~ ~ t ~l • , y` _~\i,;~'...:r ~ f I i ~ '\..~,r \ ~ ^ \ ~ , ' , f 6 ' j I'~ l . . ✓ ~ - I ' r r ` ~ ~ <"B ,t 1 1. ' ~ ~--190~ti 9.0-...~ _ `n $ `t 'r-.• .~'w ` ' r+a~~i ~ a3~° . ~ rtl~J ca i~, ~ri j: •.~\1,\ 1'~ t~ i rr• ( 9 G' Itm6 !n~r'~ , i ` i~' , 7 ~ M `~yvi .-f' -~9~0._...-' / i ~ ° ` r , -i~~ _ j ~ ' J ,ti, ~ - 7P9i.-_...r Ji ~ ` ~ r- , Pvnm wa nc wm i , "~unm.shVRM.um~~ Iggy~.~ •'-0°~ ~~5, ' ~~.~.a mwua m . q, ~ , \y~.. i e..~.~...-.._ ~ R .s ••`"r.l'^~i.i~:~"r~ _ .Jf\ ~ ~~J,.. •yP< .r''" ~e'~~ _ iannaeowa w u . , . a i ~ _ \ • ~a?5-- ..~'a~ ` ~ ^Yf.~ c.~ AmunR p~ 'a. A~. .._'....-_.~...._...•.._.'~t9 _ 1 L '~1 s- *110 l~~ t ~ '~':..x.~ ' _~...!....199'~..n~ _ ~~l~ ~ Y . - ~ r~"'"~`~'.• _ ~ s ' ~ ' .ti`' t --4 -T'~ 7 .,11 •^yc-.~. t5?B"' -------.'i• M1 •.s:="~~'_~~r'".. 5~, ..i~~ " ' ~•e g ~ . , y~ ~ I 8 ~..r~~ ~~`~"~',`..`~t _ ~ ..~''~.._~--i,.__...-e.-:-~-.~ ar`a`~`y"'.,~" . '7~.•'.~.%'~ y, ~og7~' U " ~ - ^ -r j,, ~ ` ~ • , r --l,s..._.. µA ~-;:;i'',;V r.,}~r ~-^"==^.9s~c~` ti. , . , ,Q. AK1MU / ' . • _x•`-. . F ~ > wayai~ % i005 ;oo' ~S ; . . Ji i I , /,T4.r...'~~~,.~._/' ` . ~s . ~ J ~ ♦ ~ 'f.: " .-.."..r"~ • ~ ` ~ 7 r _ 1f'" 9 - '~t.~,,,_ ! I._.. _ - ~ ~!'^.`'''`~s- ' ,4,,, ; ~ p ~ r 1.., ~ ' r 1. i` - - ~ ~ ~ r t` ~ ' - -•ti~.~ . , ~j '•aoaw.;~W~R .rw;s~c-..~ f ~505' ' / , i'`.m_._._~•-'; ! _...r~" ~e`~. Wtr:'N.n9!xr0^Nilttit pG~ ..._',.-.-.._l J,'- .``'~~I ..i~''~h'~v'_i~.~_~ ~ ,,,,r'\, ~ •,.~'•~r7~'0 oE.c , . , , ` J_._._1~.-- ' ` , ' ,,,Mq•..C•, fy.,..,~t ~ ¢3 ` . _'.10°'`,,...• r' / S r R .~,,,~?,~.1 0; ~ c~ ` ~ . ~ ~ ~a"~~'~^rrs~~-' ~y~'~,'m'-~ ~ . ` , ,f•:"`~'cu,K:OqntAr=-1S~", C - ruiewarr ~ ..`.,l , _.,~.~.-•n . ~ n{o ~,0~~ ~ S ~ z •~~1. '~~}~n~~.~~..~.~~~, Z q ^ u ?~t 12 0...._..` ~ ` \ ,'~1,~ :~~'~.f,1~. ~k,~}i•r,'~~.~r..°.T°nn' c . ~ . ~ ~ . AN$ON CEN1fR ~CATir`_ ~ f / 1-•..~ ~ ~ ~ ~r+i~ w~..• ~ J •r~ . ' `.,,...~~I } j 1't ~ 1 1 , ~/o)tir: ~n:m.:caan,n~~ i Ropol w~a --'1015•'~•' ,ti . , . .,v! i~ l J'~. ~ 1. rr•w~wf ec crr-..~m at xe W~b, oesY7 .v.~.•..,~ y aa~m ~ CURVE WfORMAiION d ' i„-<. ~w.~•,+o:; k~e h ym un x i rnoio v' .w+ CMeE B S~ o ~vn ii! ~r.{.io 1 40 COUNTY DATUM ranm :-~/r eaAss cu uAmrce • • 'Dlqt!' Y+ i9lS.t6 1072 SMK.M Ai°0`souni,i"Wrci"ae~~uair~a IJ•fi.oc '~;1^;. oVw svoK.%rc mru, n-tawie' OEVEIOP APP AL DATE . ~ • , , . ; • :~K , . vFRncaL sceLE: 1•e10* . ~ 0: c 2010' . .o~' . . . .omw: . . ~ { . 93!..:,....,.... ; ~ . a. . . . _ ~ . ~ . ; ~ .caoo S' 1 . gs . . .-R ~ , . ~amso . 2010 u~. O TOP OF . f . . , S TOP OF y WRB ' ~ . g " io~sqo ae.nt . . ' ' . . : - - r..sco a.u g ; CURB T ~ ^ 2000' 8. , ' ~ . - - ' . :~a . . . L _y a F ~n ~ ........i...... r.,n.u, ~ i ' ~ . ^ . . ~ ~ . In I ttfV SM.tl7~ ~ ~ ' ' • W ~ • r - : ~ ; ~ ~ . . ~ . . . . =Lu F c~ F^ ~ 1BBQ.. . . . . . . I . ...1~~ j - omnac~I,.,., . . a . ~ ' • ~E~R~O fAWND • ' . . ~ . . . ~ ~ , q F~ 0 0;~ . . ^ . . ~ . . ~ , . . . ' . . . . , . ~ . . ~OOIM: ~ ~60IC0 $ 8 $ -ON70: ` y 201. ~ ' • ~dQjl~ ~ . . . . . . . . . . . . . . . . . . . .'.4011~ . . . a . . . . . . f~ jU 6 . . . . . . , ~ ' ~ ~ N... m . j v R Cj . . . . . . , ~ . . . . - 8 n~acR~ ; . ' ~ ~ _ __R~ . ~8 • b -aoow ~ wW .u zb ~ 200G _ at1 ~~wuw...~ . . . . . ...Ea = , :2000 A R3 . . r~wrowr r,n.___.~r-._.---• - ¢ ~ ~ n \I_ ~r m,eii, i-$ ~ . - „ a th' aR ; . ~ . ' . I~N:ew~y~..;.. _ _ Q4 C/L o ~ ~ L~rouo, 'aede ' I.~`- M ~1890 W 5 1990; " ' ' . . . . . . . . . . . . . „ . . F . ~ . . . . . . . . ' ' . . . . : ' . : : ; ~ ' • ' . , ~ ~ ~ ~ , k . . . . . . .'nm:e'. . . ~ o , .aam -acw. . .fi . . ' A• : . .8. . OtO 2010• :c4t'! . ; ~ . - : ~ . IwT ~ ~ a ~ tOP Oi' 9 ' ~S . . . . N ; .~-r ' e~ s~ •aQaz TOP OF g WFtB " v ' • _ . ' . ~"o Op8 , . . a ~ . , • 'arwi . , - ' 2qoo " - _ _ - ' r . _ 2W0 - ••~xwa ava!... ~ u n•W,~ ~ SiRECT NANS - , 1990, . . . ~ ~ . . ...R . . . . . . ~ . ..F ; . . . . . . . . . ~1090 . . E • ~ [xi;sxo pao~ ,3017- 5, . ..110i00......:. i11+G0. . :12tid0. ...tt~~bb .....II4+ab.~.~~.c...... ~S+Od~.... - f1d'+00. . : . .t1l+OD.. . 1?A+60 . . . 119+d0...... ~...,..tl4+00'. ~ : ..fA1+00.. . .tE'it00. . . . fA3f00.,....,......fAl+66 L P1soye-PP-3.rrF r-IsKa cy..w...a,.~..r- . acaxaouro sm,x ucRt l~~--- . SEC. 12 & 13, T.25 N., R,44 L.W.M. b ~"ri ~ tro ~ SPOKANE COUNTY, WASHINGTON na~ ~ 456•8000 . ~ ~ ~ ..,;;,4 . . • . ~ . ~e . b a w~ ~o "bn, w~ u~mc~ ea~een . . r,p m ~ , : C; ~ , _ _:~^~'"'--~~°,-ti.. - 3 ~ 9.--^• i., ,~3?.a~jj.''~:;::, •~`~'~:~Y. ' ~°-~.....-..`ti • ~ww~ 5'P~14' , _.~.....y.'~'~~...~.\.`•~•~._~ \ ~ mTO~ AttF5It ~ a[rA~ T • .~\`\~W. ' •.a4 ~ ` J.S,~-.,.~ a'~''r f ~p~~. O /1~ "SOII* P \';JSC[ ~i/MD ,lyp 1 i ag j~ ` ~,••..,~Y~ ' I ~ ~j ~/f! ' \ t te'~unm, ~ I _ . x~e ~ 1~~, - - ` 41,f r•~~ ~ , ~ 90( ! , 1 iIY76R~RY V , \ ` r/01A • al ~ a9y^ ' q,~,q 'ryd _ u ~ •ry,. ' - ~ i~«a: ,n~~•cm~. .S~.p.i- j ' ~ YlB; ~ `'.4~•~; ~ , ` q~ . _ ti L ,•.4 . . t. oa at1M ~ , 7/1~ 110QIICURR -7F~'. 1I r~\,~•~~,.~"t,, ROtw/1141.6 v 1~~• . ~~,;~'c~ , , MAINTENANCE ACCESS -r_ ~ _R,m,.- ~ - ~ ;;r'.`~~.a`•. ;`~t. ROAD ol me pgpmkm% K r ~ ~ `.t, _ i , k .:...t..... l ~ JNDIAAA.AVE~ `~~~.9.;~'.I • ` ~ j •~`R;`~i~':~:• ~ ,,,o„~ MAINTENANCE ACCESS ROAD 2 n - Ie~ousoNrv' RKO,•.u ~ti l,; ~r.... 2 r t49G„% `~~,Z . L ~a am mt it 14- ''7cye'7'•-...15 ~r'~_~~'` ~q : ~ ' ry~~,;~i4~~~`- .r_..s^, a ~ ~ iQ'M " ..r."`'~ ~ `W . .._~,VYf~1 ~0 ~0 0 ~ ~I~~'-"'~ 2A ii `~,,,e.-.~-.~~_\. ~ ~ ~ r 9¢ t ' ~ „,1 y ' .,,.x.` ' , I / n~:nre 0 6 ~ ~ . . . HA~50N INDIANA AVE CENTER EAST NOtES - 0`s~ . n.~ai w,e. O 90CR4R ID Q MCMGFD 10 PU7 lGIMDFAY MQI IQNII A141R 6 PIC ~ 4 O Q[ ~d Nieeo; 0~511 NRU W 0.40C-S.C 6 KWKD. -Y vlUrt. Rtau uo O M674L RR 11lMIflCP KA W.SR41. SiMOUm MM N-111M Q ~ Q~I7! owwr~ @ COUNTY DAIUM ~"r R'"D• "`-I `Oi "1L° rouro z-i ewss ca ~u+.m ~"0Ma a• wc.uK nwon ~orm Mck CURVE INFORIdATION lr•a a oi.q TEMPORARY CUL DE SAC 'e~un' e~ ioeG 16 ro1: ssa,K Q~r aaw uc~anm m na a mc e aa m . r. r.u ~--0 ; uMir r saun~, r cAsT v rtnx r..3 At ;plMCASf CPMA Q 6eDG[ mp ff .I3.00 ` OEVELOPER'S APPA'OVAt DATE . . . 7 • • iot K w0127 4h 4ER77CAI SCALE I'.10' ~000~ . ~ 'rrs~m°ac~ ~~'S ~ ~ g . . . . ' ' ' ~ 'iYMi~~.l!kr~r.l~+ir~~~~~P C~''1 # f : : : ry~, , ~ ~ ',lG'• 2000 ^ LErr Q~~ q5. at~..;. . . . . l..r~`,t~'".t~t.•~.Klc;~'`: ~ TLP OF ' n~ m z 70P OF ~B R0• - . ~ d~,. . ~1~. ~.~~.i I . • ' . ~~•-lr;~ ±+4K ~J/ ~ . _ ' : t: • . ~~(~",T,~10'~9 ~ i~ ~ ~ . 1~0 ~ ~ i . . . .990: ~M11TK2 / . . . . . . . . . . . . . ~ . . . . . r4~iy't'1Ur~ W AInW ~nu ~ a ~ ~ A . . rw~l~S•• T. . auaC o~snw ro,rt n-wuo • . . , , ~ ~ ~ . . : t ~ri,rq•imn ' e" ~ • • ~ ~ ~ ~~'r~ orr~ir+r~m.r~a...-rcnu . O ~ U ~ . . . . ' • .~nV~ir+m.~an.»~ un ~ ~ dd ' : : : arnnfin ~ . , ~ , ~ . ~ :s~rrnm~nnen n~,~n•rm. V UU 1~ i01.Wa , S' . ~ . . ...t. .....,,7... . ~ ~ Y ~ . . . . . . ~ ~ •:..r,.~i< ~n w^. ~ O n ~ . • tW K . wmit i ' e i ea FA:i11Cl9d11D . . . . . , .....~~.ry.... . , . ..:~.m~., , . y W p ~ . . . . ~ . . • I dA7C : -QOI00 .~¢OtAO T• • . ~ , . A ' . . a~ , ~ ~990 d , r~as~ mwt ~ ; l , • jllj d . .Z ~ . . . z. ~k a zooo 3 'T{J . . . , ~ • ~ ~ zmo' . ..f bgC~ . P~.......,.~• . ~ IO ~ _ • „ . . . C/L :g ~ . . CA ~ z . ; • , . e. . ~ : r - ~ ~ 1990 1880 t~ ~ 1990 ..,~~..,.,,a~~a ~ ~ . . o . . . j ~ . . ,1A80, 20UO . e ~ .E6d 6~ ,200D . . 2000 2000; o y >m ,s~• ~ y , ; . ' . . : . ; .,N :.t~~.,i k...........:~i. ~r+ga . : o • : ~ : . . . $ . " z : . tro or: . . ~ ° CURB . S 1880' : ~ ~ ~LLfv~aan ' ~ : A . . , . . : . ~ ' 1989 1910 t91o' 1990~' ~ . . . ::ddn.. as. ' . . a.,....... . . . . . 1990 .1990 1990'..., w . . . . ~ ~ , • . . . I . . . .'I ~ " . . . . , ,.~,q . . . . Gt ~ i t t ,07 vc . , . ~co u, xi ~ ~0.0dA EE~j Q' y 9..Q00l0 p~•• • 2 0, l stA OM w'OmA Y -0~e-C D0.MO . ~3 a s: : tl' 6G MGP[ EXMMG ~at~~ I6EV•t9!?6] GROM . . ~ ~ _ : • j_ y' . g .2~.~ ~ . . . . . ~ p . . x ~ . . . . ~g~ , . . . ; _ . . . ~ ° ° . . . ' . 0 p . . • , Y V t . ~ Q~B ' - N ~ d~ ~l¢.~ ~ . . . g 1990 ' ~~ma.wwt • : . ' 1 . . . . . . , . . ' . ' . .1 . . ~ . , ~ . . ~ 5 . . . -0 ' . ' . , ~ . =REff PUr~S . w 1+00 0+00 . 1r00~~ ,a T~ POND 'A' PIPE FlLE ~ tJD 'B' PIP PROFILE ~ • . . ~ , ~ , • QRARY~ CUL DE SAC l . . . . lO~PON1 i• . . . . . , ' . . . . ' . ~ ~ , . . .,.N~ . . . . . , , , j ~ : . ~ . ' • ' ' ~ ~ MP~ • , . ' 33- 4 0~ ~ . . .~B~+ao. ..ftl5ib0,...,. ...19d~Ctl...... . . iB7+0o . 188+bo tf9+oo . . ~ . . . . . . . . . . . . . . . . . . . . . , i.PlSoyB~PY-9.rsF t'-isouQ +;.t w.,•a,"„"'.Ir . ~ - SEC. 12 & 13, T.25 N,, R.44 E.,.W CONSIRUCDON NOTES 0.-'uMm~ 9.~ $POKANE COUNTY, WASHINGTON : nuairruce-amnn~n.iyc~-iomat cA9.imw 456~8000 ~ in v sIr nc s.aom nM, iy.}0mm Lc(q.mae nn ~~v. moc Q ia u v kau' mnr, a'Ra) aet s-aano rtM. CRMHIC SGIE x•'^ Ws}+f».M LcIMY1n-a. ~ uu i• ntoxs~ e iurui smrt s~c, ra arw n.s sccr ra 'p ~~v.~•• . !-"i ~ • • "~t •,ti ~ e ~a+o+°sr~ ~ i f.__=~-,__ ~ - ~ '7~-~_- - T....:.......... b' n - Q rnc r wnai .m~c 4 Mcru mAK n a4rt ra aaAK eamm ~wmuo nw e.ro ~ y~ (sr~ iee.ia alYU, nn a.m.h I 7 , • ~ \ • •,,r.'~•~ ti /J.I I (!Tti 147M4 234 0' li. Au 0.•1914,n / ~PtAT-ecumw`• (7141WII. dClC/Ai(L•IlOilp) 0 N N M 1C f W 3-6aN0 R/it, IG(s).116f 0p U(MytfE6,m •r,, f - ~ I 19°u0 e lf V. vsC rK YomSi n/n, i[fsEl-wes.4 ~Lpa7.,mr~~ Ly~ i~,.+ n v ar "Ac stmr, r'0.o,1 OM s-ummrtM, u.(M-10e7x g oo~q A vom e OA1l ~ • - • - _ . . . tUe*hirm.m rinio wiro rr ~~y~,~ IC RE OIA'41CCH! AdiG RR SPO(VS Cb1N1'/ 63M1Y14 RW A-1 lUQN11N4 ~W IM ~C6i75 41717J[vYJ //~LlOK7 MOf 10 C~D S. I. O ESf 11 I IWfiLO A7. OU1C 0.•I3EI.31) (3tA I.'AItlE7 AT. QAA (6.199310) Y ~ ~ 0 1[ E-ESt ~~Jl~llL[Ulf~~~lLl111L1'~~1l.l1[11L1SL4~/1lLlff~iL,~~ . ~ . n VIDO Y, _ , ~ A1. N-MlI LI, OM'.[ 1•IaeU~ (S4 1u~eS60 l1. 0UR 6.•19011 ' nwI w.Il / ' J. . . 1. ' .5 I ' ~vti ra~Isa u, aArz a.Iieua) (sI~, ien ua u ~e. aArt a•1m1 . Rmnuaa 7,•, ' ~1 r i ~ ~ '208' PoNU m ~~m ' / t9~ ~!F' ~ ,i~ r.-•~ = J , ' ~ ~ MU • _ l1 ~ Ayi] ~~~'i--••--- ' , I - - r . . ~ • ~ _ . /r_._.._.... ~,r~ ~ ~ ~ " ~~~...r• I~•-..~~ __\Y., ia ~ ~ 1 . 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Q75[ . y~l a~ ~ , fr•'~ ~ +ris1..~ , . t I Yi~IW 1~ 4H[ 1'.y' - rom eorn.~ cuv . iwi et rr v e(~w . ira.m ~ ~ W7 BOiiW u+E~ • 712] if ROnfD yoe' KWw. . ye'S U /Clri[G . V. P90N00706 'NW-C . 76W Cl. 9' J~ ~ • "''~s . Heue.a uguur u vrrnre a RAx ~r~A - _ z~ ~ iW v auy ' Sb w,-k enTrnyn. . ~.~.4 ~wmn I, ~ 3-1 (~rol d 9eorTav • 2~~~ oaunAa j" u~ Gr ° T C/,1 / ~ ~ - 1~~• ~4 ~ SiFVCNIE \ Y MAR iOPSQI ON OtALCD PwD lDTTW y ~ ~~I 4 i " i' `H,. a« sm rncu%ri+r WiN I- P SECTIONAL VIEW vuMC ar wrmwnuc ~rsmtAw srtacrs y tO `M ' IPOHD BOiM LOCAl10N TIBLE i. rvovoc Rmr ir8x IwOW 1~5 dl COVN) dM.2N i11C N1IM SOl IXD L4E MA41[D O~N flOLYf INO lEMCM ilf { w..v_ sr.ra e anc~ POND ~A" I ..sco w.a na ~nc ne OAY-W BWPEI. V ~ i~~:§'o i ii~ i~ rYCxiro~~miiau nn . ni- 21 ipr p p~r.. mum v r. K.or wku n rnmmIrzo .s . von eorm uAmnu. tl I1~1 ~ ~ c:~t' f_ ..:l~ru oam eoira wu . xon er aaurso :m• Kw~c • ewr cr. ^ V°°""" •944 u. 'ar b06'" TYPICAL '208' POND N11TH ORAINAGE STRUCIURE r J 1 T ti ~m ro wu A . ` / eiik~uiixrv~•i~euC,r:r~i,m.iu",t~1 v o n ~ d d' ~ ie' 9arota ouc~tur ~ r3Y orow umun xaiionr,nrp w n ~+~trorcuK~uca-uc )e_~ ¢ 3y lp ~ I~C11~rHifi'Ph)1T~IY I mc.-}~ 1C I RwMJ ZqdC.Y. ~Tl~f'4T.WMiYiR~4/U~~ I r ~910•11D ~ ~ io~nm runun i\ me~ r. r ~ ir . t ~ r , if , ir f r inir 1-1 in wnm wcaan ~s y~ jd \i~ ,1~ mmniw•w.;c J+,~y • `\0~ I ' ~ ,~1~,~',^y°"r°~• ~ L J~~M e'SMcaUWo ' AONr. ,oc camu \ , I '111111111 ' ~rmi ro a~m ► eursm va ~ 4 ~ ~mn~ `raw +swu copcr.nc oAx~rcIn, o~oi : a,Mr uv»ur cmaarz oAw~n, o,w va,wc oou~m s„«oM ` GRAVEL ACCESS ROAD s' aar~tu swrKnC, counrncO o~nH (roWau~m xcr~. wsoar sec) °W' "'3 .or rov~~ .:Pwr tourzur ses m a~x souJ wta w trcnnc e.Kuch steru. 0 couNn oATuM ~ rotro i-i/Y enAss uv uwm TYPICflL CRf SEC110N r' -ea-,ie• eu ises ie ren vacAmc v ~ canM Yu~ iaM 1' usi Or iU+¢ nc mmu ro a ewa x01 ro'~"'! ~ f(• 13.00 5 O' ei sa 0'kR SPMrH[ PoKA. R•I096,t6 OEVELOPE AP OVAL OATE LPISOMA•DpqrN-J;rIP ••ISOVe t~.nal•~w~ Parry, Ed From: Parry, Ed Sent: Thursday, November 30, 2000 12:54 PM To: Susan Murphy (E-mail) Subject: P1504B - Hanson Cente'r East; Plat Dedication & Drainage Covenants Susan: Here are the Plat Dedication & Drainage Covenants for this project. The Drainage Covenants have some information (in highlights) that needs to be checked/provided. If the highlighted portions are correct, this could go out for signatures. Please let me know if there are questions or difficulties with these files. Thanks Ed Parry lr Plat Qedication Cawnants - Std Language.doc Language.doc , . . . : . ' . . .7 e~~ ; F . ,1 •;`a, 4 . • , ~~~,r• . , - - ti ;ie •~K ~ . - j1T 1- 1 Office of the County Engineer Spokane County, Washington 30 November 2000 To: CLC, Inc. Attn: SusaD Murphy From: Development Engineering Services Ed Parry, P.E. RE: P1504B - Hanson Center East Plat Dedication Please note: The Drainage Declaration of Covenant is to be signed by the Title Owner's. Please submit the signed Declaration of Covenant to the County Engineer's Office. The County will record the document. Please note that the County Assessor's Office has strict requirements on document size and margins. The Declaration of Covenant will need to adhere to these requ.irements. This includes, but is not limited to: a 3" margin at the top of the first page, a 1" margin at the top of all other pages, and 1" margins on the remaining three sides. An electronic copy of the Covenant is available upon request. Plat Dedication Drainage easements over Tracts "A" and `B", as platted and shown hereon, which are for the purposes of conveyance, storage and disposal of natural and man-made runoff from the public right-of-way, are hereby granted to Spokane County. Tracts "A" and "B", as platted and shown hereon, are hereby dedicated to the Association in perpetuity, for the sole purpose of stormwater conveyance, storage, and disposal The drainage easements, lots and tracts are subject to the separate Drainage Declaration of Covenant as recorded under Auditor's Document No. which by reference is made a part hereof. . . AFTER RECORDING RETURN TO: Spokanc County Public Works Development Engineering Services, 2"d Floor 1026 W. Broadway Ave Spokane, WA 99260-0170 Dacument Title: Draina e Declaration of Covenant Grantor: l Grantee: Spokane County, i Abbreviated Legal Description: ~ Assessor's Tax Pazcel Numbers: County Reference No. PE-1504B, Hanson Center East SPOK:ANE COUNTY ENGINEER' S OFFICE Spokane County, Washington DRAINAGE DECLARATION OF COVENANTS In consideration of the approval by Spokane County of the Plat of Hanson Center East (Spokane County Project No. PE-1504B, hereinafter referred to as the "plat"), the undersigned covenants and agrees that: Spokane County and its authorized agents are hereby granted the right to ingess and egress to, over and from all public drainage easements for the purposes of inspection and emergency maintenance of drainage swales, ponds, ditches, culverts and other draina e facilities, if not properly maintained by the property owner or the . Spokane County does not accept the responsibility to inspect or maintain drainage facilities ]ocated outside of public.rights-of-way, except in cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane County accept any liability for any failure by the property owner(s) to properly maintain such areas. The property owners within this plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective properties. If the property owners fail to maintain the surface path of natural or man-made drainage flow, or drainage facilities on private properties, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. Spokane County does not accept the responsibility of maintaining the drainage course on private lots or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away, from the build'mg for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, aud coaveyed over the lot to a ' natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. Ali drainage facilities for this plat, including any `208' swales, shall be constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any proposed changes to the approved road and drainage plans must be approved by the Spokane County Engineer's Office prior to construction of said changes. There may exist properties located uphill. and adjacent to this subdivision, which periodically discharge stormwater runoff onto individual lots within this plat. Stormwater runoff from nearby uphill properties should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher amounts of stormwater runoff that what is normally observed or anticipated. Because stormwater runoff from adjacent properties have discharged onto this plat prior to development, stormwater runoff will likely continue to do so after development. The property owners within this plat shall maintain all water quality swales ("208" swales) and drainage ditches situated on their respective properties, and any portion of a`208' swale situated in a public right- of-way adjacent to their respective properties, with a permanent gound cover as specified in the currently approved and accepted plans on file at Spokane County's Engineer's Office. No structures, including fences, shall be constructed directly over or within a`208'swale without the expressed written consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect and/or maintain the drainage easements or drainage swales, nor does Spokane County accept any liability for any failure by the lot owner(s) to properly maintain such area.s. 11 ~ shall maintain swales, ponds, culverts and other The drainage facilities located in Tracts "A" and "B" with a permanent live cover of lawn turf, with optional shrubbery and/or trees, which do not obstruct the flow and ercolation of storm drainage water in the drainage swale as indicated by the approved plans. The + shali be responsible for payment of all claims: such as water fees, mowing, electrical charges and other liabilities that may become due for said tracts. The or its successors in interest shall maintain the drainage facilities, located in common areas and Tracts "A" and "B", in conformance with the approved plans on file at the Spokane County's Engineer's Office. Maintenance of drainage facilities includes, but is not limited to, keeping open and cleaning storm pipes, ditches, drainage ponds, swales, etc., replacement of drainage facilities as needed, and mainta.ining live native-type dryland grasses or lawn turf in the `208' swales located in common areas or tracts, with optional shrubbery and/or trees, which do not obstruct the flow and ercolation of storm draina e water in the drainage swale as indicated by the approved plans. The ~ shall be responsible for payment of all claims and other liabilities that may become due for said maintenance responsibilities. If the ~ , or their successors in interest, fail to maintain the drainage facilities in conformance with the accepted drainage lan on file at the S okane Coun En ineer's Office, a notice of such failure may be given to the or their successors in interest, by the County Engineer. If not corrected within the period indicated on said notice, Spokane County has the rigtit to correct the maintenance failure, or have it corrected, at the expense nF tUo LTn"n~" /~arto~ K:nn4 Dr~rns-1~r nnir"ov-n A nc~nntir~.+ ~r tUnir e...nnn~c~rn :rs .~tnrnn+ HANSON INDUSTRIES, INC. A Washington Corporation By: R.A. Hanson Its: President State of Washington ) )ss County of Spokane ) 1 certify that 1 know or have satisfactory evidence that R.A. Hanson is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instnunent and acknowledged it as the President of Hanson Industries, Inc., a Washiagton Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington. My Appointment Expires: 1. ... 9 minhigewooinAnthiamet.0.4parivdditow«.4a4sorn•org FAX TRANSMITTAL DATE: t zeio PAC; ES: INCLUDING COVER SHEET TO: COMPANY: FROM: P R.0.1 ECT ORIGINAL IN MAIL: 0 YES 0 NO LL wwakti Co &It. SI u Acp ((i FAX PHONE: 11---147ss 16.171—N149,0 NOTES: t 0-(9-(Q. ou. V4t,-Gt) wituAt, ra441: att, 611-641Aa4ey. larVaticigt, 6-L ghk.. ? asi 1/1_. Ylgt ze 1)1.6t ilocr-)Aio an& *Ltd- tion Vat tewv60/000 PO4 4'44;4 A3 4P1/441 Ifdt ••b2 614,44 4 ail"' oat ?I/x(7e "-&:k N46 /H n(t4;1• A-; 4i6 ConfidentialiO., Notice This document(s) accompanying this fax transmission contain(s) information, which is confidential amd privileged. This information is intended to be for the individual or entity set forth above. If you are not the intended recipient, please be aware that any disdlosure, copying, distribution or use of the contents of this information is prohibited. Thank you. 0 Terrraklim CL(7-17ilbrmtbfacemptila CLC NOLJ-28-2000 10:57 509 458 6844 P . 01 I - --i - I ~E CLC ASSO;CIATES, INC. D SPOKANE, WA • DENVER, CO NO`/ 2 8 sRo,~N 2D00 E couNry ENG/N EER TO. I ~ / s ~A ~ I ° ~ O Q - , • ~ ATTENTION: ' - 4 l i a~ 6d • I ~ ~ ~ ~ ~~Y +e1~ _i~ l Descriptlon ; ~ M~ Xerox Prints M~ Copy of LettIer M~ M~ Original Drawing M ~ Contract Documents M~ M~ Work Authorization M~ Report M~ No. Copies Descripti Ltjj?~'t y . ~ r 4X_<4 , Purpose MI Information M ~ Review & Comments M~ Per Your Request M~ Written Approval Signature & Return M~ Remarks 4r w ~ &ZALY . n ~ /,Y~Ct_ ; Signed: i ~ cc: 707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844 ~0j"e/G'li. ATTORNEY AND COUNSELOR AT LAW PM JOB# -i5v SOUTH 1401 GRAND BOULEVARD • SUITE 203 NORTH CC: List lnitials . - ~ 0' loo~ (509) 456-5100 FAX: (509) 456-5114 G~,G November 22, 2000 Susan Murphy CLC Associates 707 W. 7`" #200 Spokane, Washington 99204 $P• 14anSon IndiistrieS Dear Susan: Per our telephone conversation late yesterday, I now enclose herewith copies of the recorded Declaration of Covenants, Conditions, Restrictions and Reservations of Easements for Hanson Center East, and a copy of the Certificate the Certificate of Incorporation of Hanson Center East Property Owner's Association and a copy of the Restrictive Use Agreement and Exclusive Access Agreement. Should you need copies of any other documents, please advise. Very truly yours, DREW M. BODKER Attorney at Law DMB/slm cc: Hanson Industries STME WASHIN(jIbN , .Jf ST!1 T f t~ ) J ~ 1 N ) y~ ' I@99 ' ~ , SECRETARY of STATE I, R.ALPH MUNRO, Secretary of State of the State of WAShington and custodian of its seal, hereby issue this CERTIFICATE OF INCORPORATION. to HANSON CENTER EAST PROPERTY OWNER'S - ASSOCIATION a Washington Non Profit corporation. Articles of Incorporation were filed for record in this office on the date indicated below. - UBI Number: 602 068 944 Date: September 28, 2000 ~ S9"A - . O~, . Given under my hnnd and the Seal of the State U~ ~4 of Washingfon at Qlympia, the State Capital W ~ . 9 ~ `L 188 Rnlph Munro, Secretnry of ! e . ~ ~35482-6- ; , i , ; A r' • /VO. ~jlS,~,f ( ♦7.S-~ AFTER RECORDING RETURN TO: Drew M. Bodker Attorney at Law 1401 S. Grand Blvd. #203 N Spokane, Washington 99203 1NDEXTNG DATA DOCUMENT TITLE: Declaration of Covenants, Conditions, Restrictioiis and Reservatioil of Easements for I-Ianson Centcr Cast ItE-FCitENCE NUMDERS: 9010110173 GR.ANTOR: Hanson Industries,lnc. GRANTEE: Hanson Industries, Inc. ABBREVIATED LEGAL: SW S 12 and N%z S 13, T25N, R44EWM (Full Legal on Attached Exhibit "A") PARCEL NUMBER(S): 45123.9013; 45131.0110; and .9021; 45135 .9031; 45132.9073 and .9074 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS FOR - fIANSON CENTFR EAST KNOW ALL MEN BY THESE PRESENTS, that the undersigned, Hanson industries, Ine., a Washington corporation ("Declarant') is the owner of certain real property legally described on Cxhibit "A" attached hereto and incorporated herein by this reference as lhoii6h fiilly set lorth, (1he "Property'). Tlie Property is a portioii of tlie "Itemaininb Property" as described under tfiat certain Declaration of Covenanls, Conditions and Restrictions for Sullivaii I'ark Center ("CCK's'), recorded under Spokane County Auditor's No. 9010110113. The Remaining Property under the i1:11ICG\DccierutionoPCovcnnnt.doc10/11/2000 . ~ . . . . . / ' , - CCR's was to become stibject to substantially the same form of covenants, conditions, restrictions aiid rescrvations as sel focth in the CCR's so as to insure that the Remainin6 I'roperty woulcl bc developed in a coordinated and compatible manner wilh the balance of Sullivan t'ark Center, and so that the general character and substance of the development staiidards of the CCR's would be continued. It is for this reason that Declarant has adopted this Declaration of Coveiialits, Conditions, Restrictions and Reservation of Easements for Hanson Center Cast (lhe- "Declw-(Won') to burden the Property, and eacli lot ("Lot ut• I.ols which is/are later created fi•om and out of the Property. The Property shall be used, held, leased, sold, and conveyed by the Declarant and the Declarant's heirs, executors, administrators, and successors in interest, subject to this Declaration. ARTICLE I PROPERTY OWNER'S ASSOCIATION 1.1 Descrjntinil nf Assnciatinn. A property ownei-'s association is or sliall be formed by incorporation under the Washin6ton Non Profit Corporalion Act uiider the name of I-Ianson Cenler Cast f'roperly Owner's Associaiion (the "Assox:i(ilio►1 The Association shaU bc chargc:d with_ the cluties and vestecl willl the powers presccibed by Iaw anei set forth in this Declaration, any Supplemenlacy De:claration, ancl the Articles of Incorpuralion lnct I3ylaws oHlle /lssociatiun, all as may he ameilded fi•om tiiiie to time; provided, however, that no such 6overning documents silall for any i•eason be amencleci or otherNvise interpreted so as tu be inconsistent with this lleclaratioii. . 1,2 Rnarcl nf T)irectnrs. Declarant shall have the right to appoint or remove any member or meiilbers of the IIoard of Directors or any officer or officers of the Association uniil termination of tlie Development Period. "Development Period" shall mean that period of time beginning on the date this Declaration is recorded in the records of Spokane County and ending on the earliest to occur of (i) seven (7) years from the date of recording this Declaration; (ii) sale to individtial Owners of ninety (90%) of the Lots; or (iii) the date upon whicli a Supplementary Declaration is cecorcied by Declarant terminating the Development Period. Each owner of a Lot in the 1'roperiy ("C>>viier or Owr7ers"), by accept7nce of a deed to or other conveyance of a Lot, vests in Declaranl the authority to appoint and remove directors aiid officers of the Association. The directors selcctecl by the Declarant need not be Owners. The number of directors shall be as set forth in the BylaNvs. rollowing termination of the Development Period, the I3oard of Directors shall be elected by the Owners in accordance with the Bylaws. ' 1.3 Membership. l;acli l'crson who is the recorcl Owner of a iee or uiuliviclccl fcc interest in any Lot that is subject to this Declaralion shaU be deemed to have a membersliip in the Association. The foregoing is not itltended to inclucte Persons who hold an interest merely as security for the performance of an oblibation, and the giving of a security interest shall not terniinate the Owner's membership. No Owner, whether one or more Pecsons, shall have more than one (1) membership per Lot. ln the event of niultiple Owners of A Lot, votes and rights of use and enjoyment shall be as provided in this Declaration ancl in the I3ylaws. Membershin sha11 be appurtenant to and may not be separated from ownersliip of any Lot. The rights and privileges of membership, including the right to vote and to hold office, may be exei-cised by a member or the - -2- H:11-ICC\Dcclatation of Covenant.doclb/I 1/2000 ~ , , . . member's spouse, but in no event shall more than one (1) vote be cast nor office held for each Lot owned. The first annual meeting of the Association shall be held witliin sixty (60) days aRer termination of the Development Period on a date set by the Board pursuant to the Dylaws. 1.4 Vniing. Members shall be entitled to one (1) vote for each Lot owned. When more tliaii one (1) Person liolds an ownership interest in any Lot, the vote for such Lot shail be exercised as lhose Owners tliemsclves determine ancl advise the Secretaiy rrior to any meetin6. In the absence of such advice, the Lot's vote shall be suspe»ded in ille event more than one (1) Person seeks to exercise it. ARTICLE II MAINTENANCC; CONVCYANCC OF COMMON AREAS TO ASSOC.IATION; AND ItE, SERVATION OT EASMCNTS 2.1 Associatinn's Resnnnsihilitv. The Association shall maintain and keep in good repaic the Common Areas. "Common Areas" shall mean any and all real and persotial property and easements and otlier interesls therein, together with 1he facilities ancl improvetnents located lhereoil, as clesignated in any final plat of the 1'roperly or as olherwise conveyed to the Association for CO111mOIl use, enjoyment or benefit to the Owners. This maintenance shall include, without limitalion, maintenance, repair, and replacement, subject to any insurance then in effect, of all landscaping and improvements situated on the Common Areas. The Association shall also maintain: (i) street lighting and the electrical costs for street lighting for those street lights that are constructed as part of lndiana Aventie lying immecliately adjacent to the Property; (ii) all enti-y features for the Property iiicludiii6 the expenses for water and electricity, if any, provided to all such entry I'eatures; (iii) landscapin6 originally installed by the Declaraiit which is on Common Areas owned in fee by the Association or on pcoreily where an easement has been granted to the Association; and (iv) all storm water treatment and disposal pond systems, storm water draina6e pipe systems and any aeeess roads anci othec assoeialecl clrainage fac;ilities for [ndiana Avenue (Ihe "I'ucililie.s servin6 the Property which are iiot maintainecl by a public entity, ancl which arc on CUllllll011 Areas owiled in fee _by the Association or on property where an easement has becn Sranted to the Association oc to Spokane Counly. The cost of the foregoing (i), (ii) and (iii), aiict the real estate taxes attributable to tlle racilities which are located on the Lot of any O%viler and any real estate taxes on Comnlon- Areas owned by the Association, sliall be known as "CAM" charges. The maintenance of the racilities sliall be perfomiecl in accoreiance with Section 2.6, iiereinafter. 2.2 Prni.ne-i-ty Nnt Owned hv Assnciafinn. 7'he Association shali have the right, bul not the obii6ation, to maintain other property not owned by ihe Association, wlietlicr within or without the Comnlunity, where the I3oard llas determined that such maintenance wouid benefit ali Ownei•s. Without limitation of the foregoing, the Association may enler into a joint maintenance agreement with adjoining property owners or associations for the repair, maintenance and replacement of shared facilities or other pronerty. -3- I1:1f ICE1Dcclaration of Covcnant.doc l0/I I/2000 • . . , . . ✓ • ~ • ' , 2.3 Dama ..a is.d hv Owner. In the event that the Association deterrnines that the need for maintenance, repair, or replacement, which is the responsibility of the Association hereunder, is caused throubh the willfiit or neglibent act of an Owner, or the customers, guests, lessees, or invitees of any Owner, the Association may perform such maintenance, repair or replacement at sucli Owner's sole cost and expense, and aI1 costs tilereof shall be addecl to anci become a part of the assessment to which sucli Owner is subject and sliall become a lien a6ainst the Lot of such Owner. 2.4 Owner's Res . Except as provided in Sections 2.1, 2.2 and 2.3, above, all maintenance of any Lot and all structtires, parking areas, landscaping, and otller improvements thereon logether with the Iandscapin6 on any parkin6 strip frontin6 any such Lot, sliall be tlie sole responsibility of ihe Owner thereof, who sliall provicie maiiitenance consislent with a firsl class comiliercial development and this Declaration. In lhe eveilt tllat the Boarcl of Directors oC ilie Association determines that any Owner has failed or refused to discilarge properly any of sucli Owner's obligations with regard to the maintenance, repair, or replacement of items for which such Owner is responsible hereiinder, the Association shall, except in an emergency situation, give the Owner written notice oF the Association's intent ta provicle such necessaty mainteiiance, repair, or replac;ement at the Owner's sole cost and expense. The notice sliall set fortli with reasoiiahle pa►-ticularity the niaintenance, repairs, or replacement deemed necessary. The Owner shall have len (10) clays after receipt of sucli »otice within which to complete such maintenance, repair, or replacenlent, or, in tlle event tliat sucli maiiitenance, repair, or replacement is not capable of completion within a ten (10) day period, to commence such work which sliall be completed within a reasonable time. If any Owner does not comply with the provisions hereof, the Association may provide any such maintenance, repair, or replacement at such Owner's sole cost and expense, and all costs shall be added to aiid become a part of the assessment to which such Owner is subject and shall become a lien against tlle Lot. . 2,5 ('.nnvevance nf C'nmmn Are s hv Declarant tn Assnciatinn. The Declarant may Ir•ansfer or convey to the Association aiiy nersonal property and any impi•oved or unimprovecl real pronerty, leasehold, easement, or othec property interesl.. Such conveyance sliall be accepteci by thc Association, aild the property sliall thereaflec be Comiilon Areas to be maiiitained by thc; Association. Declarant shall not be required to make any improvements wliatsoever to property to be conveyed and accepted pursuant to this Section, except that Declarant shalt initially construct the racilities at Declarant's sole cost and expense. The Association may not seil, transfer or co»vey any Common Areas owned by the Association, which Cammon Areas are intended to be classif iecl by the Spokane County Assessor as subservient estates For real estate tax purposes. 2.6 aint .nance nf Facilities, ln furtherance of Section 2.1, Asgnciatinn'~ ResRnnsihiliiT, set forth liereinabove, any I'acilities wliich are located on the Lot of any Owner or on any Common Areas sliall be niaintained by the Association in operational condition at all times, witli no noxious weeds. Maintenance, repair and replacement of the racilities sliall include the i•eplanting and replacing of the landscaping within ihe racilities. Failure to maintain said racilities in the above-prescribed manner sliall constitute a default by the Association under these Covenants. _4_ I I:U•ICC1Decleretion of Covenant.doc 1011 lR000 , . f • ' ' Upon thirty (30) days prior written notice of such default to the Association and to the Mana6irig Ageiil (as hereinc f er clefinecl), Spokane Counly or the Lot Owner may then perform sueh maintenance at the Association's sole cost and expense. Spokane County shall liave a lien on the lots on whicli sucli tnaintenance lias been performed for the cost of work, and Spokane County shall also tiave a lien on all of the Property for any sucli maintenance work performed by Spokane County on the Common Areas, plus any attorneys fees and other related costs, which lien may be forcclosed as a mortgage. If an iiuiividual Lol Owner perfoi-ins such maintenance on behalf of the defaulting Association, then said Lot Owiier shall have a right of action agaiiist ihe Association for the cost of such maintenance, together witii said Lot Owner's costs and atiorneys fees. Spokane County sllall also harve a lien oii aU of the Property for the amou»t of any unpaid real estate taxes that are assessed a6ainst any Conunon Areas uron which Facilities have been constructed. 2.7 Assessmcnts fnr ('A C'llarbcs. Cticli Owiicr shall pay a praportionatc sharc of CAM charges based upon ille relative square footage contained within each Owner's nroperty as compared to the other Owners' within the Property. An Owner of any portion of the 1'roperty, by accertance of a deed therefore, whether or not it shall be so expressed in such deed, is deeined to covcnant and abrec lo pay saicl CAM chargcs and such costs shall rcpresent assessments to be eslablished and collected by the Managinb Agent for the Association at such times as cleemed reasonable by the Association. The Declarant shall serve as the "Managing Agent" for the Association. Each of the Owners of the Property shall pay their proportional share of the CAM cliarges not later than thirty (30) days after saicl bills are mailed. It shall be the responsibility of the Managing Agent to be the "Managing Agent" for the work described herein, for the computation and biUing of CAM charges, aiid for ensuriiig that all of the Facilities are maintained and uperatcd in a iicst-class condition. In addition to the CAM charges, the Managing Agent shall include a mailabement fee equal to ten ( I 0%) percent of the out-of-pocket CAM charges (the "Manngemet71 F'ec This Management Fee shall represent compensation to the Managing Agent for stipecvision, overhead, management, accounting ajid similar costs, which Managemeiit Fee shall be added to the CAM charges and included on the CAM charge invoice submitted to the Owners of the Property. No amount shall be included iii the CAM char6es for the services oF personnel employecl by the Mana6ing Agent, except tor persunnel, if any, who physically perform on-site services sucli t-is lanclscape maintenance, and the actuat cost of such personnel shall be considerecl out-of-pocket costs, but, in no event, for admiiiistrative services. Each such assessment, together with- interest, costs and reasonable attorneys fees, shall also be the personal obligation of the Owner and sliall not pass to his successors in title unless expressly assumed by them, PROVIDED HOWEVER, that in tlle case of a sale of the Property, then the Owner immediately prior to tlie date of any such sale sliall be personally liable only for tlie amount of the assessment or installments due prior to saicl sale, and the new Owner shall be personally liable for assessments as tliey come due on or afier the sale date. 2.8 V_rifi .atinn nf CAM ('.harges. Each-Owner shall have the right, on written request, to obtain from the Manasing Agent, copies of such documents and records as may be necessary to verify the accuracy and content of each statement of CAM charges and the Mailaging Agent shall supply, or make available for examination, such documents aiid records -5- I I:V ICC1Reclaration of Covenunt.doc 10/I Il1000 ' ~ . immediAtely upon requesl. Any Owner may objecl in writin6 to all or any portion of any statement hereunder within thirty (30) days after receipl thereof, settin6 forth in reasonahle clet<<il the 6rounds for sttch an objectioii. 1f an Owner so objecls, such Owner shall pay such Owner's proportionate share of CAM charges as billed, reduced by such owner's share of the CAM char6es to which objection is made. The Manabing Agent and tlie objee(ing Owner shall cooperate reasonably to settle aily sucll dispiite. 1n the event that it is finally determined that such objecting Owner is obli6atecf in respect to some or all of the CAM charges objecteci to, sucl) amount shall bear interest trom the date billect untit paid at the rate of twelve (12%) percent per aniium. If an Owner fails to object to a cliarge witllin thirty (30) days aRer a statement is* , cenclered, or if the Manabinb Abent fails to cocreet an error favorable to the otlier Owners wilhin thii-ty (30) days after a statement is rendered, and if it was subsequently determined that there was an error in the detcrmination of CAM char6es, the» an appropriate adjustment will be macle, incluciing interest frotn the dale that payment would have been due but for the error, at twelvc ( I 2%0) percent per annum. IF an Owner should default in the payment of any of the CAM charges tlien tlle Managing Agent, on behalf of the Association, in addition to all otlier remedies it may have at law or in equity, shall have the ri6ht, upon filteen (15) days prior wrilte» notice, to lile a lien upon the detaulting Owner's property by recorciing said notice of lien with the Spokane Couiity Auditor's office ancl said lien may be (orecluseci as a mortgage. 7'he Association inay, bul is not required, to provicle notice to all Owners and to their lenclers of any default by any Owncr in tlie payment of the cietaulting Ownel's CAM charges, anci aily Qwner or any leiicler of any Owner shall have the right, but not the obligation, to cure such default, and the party curing the clefault shall have a lien upon the defaultin6 Owner's real property for the amount so paid, which lieii may be foreclosed as a mortgage. 2.9 Non-t.iahilirv nf Snnkane C'nuntv. By allowing development on the Property, Spokane County is not accepting responsibility for rnainiainins the racilities, nor is Spokane County acceptin6 any responsibility for any damage whatsoever, inclucling, but not limitecf la, i►iverse condemnation to any properties due to deficient construction or maintenance ol' the Facilities. The Association shall bear ail resnonsibility for payment of real estate taxes oil that porlion of the Property that is cledicated for use as part of the Facililies, which taxes are part of the CAM charges. If the real estate taxes are not paid before cielinquency on lhat portion o1' the Property on which the Facilities are constructed, theii the amount of said delinquent taxes shall _ represent a lien on that -portion of the Property, whicil lien sliall be for the benefit of Spokane County and which lien may be foreclosed as a mort6age by Spokane County. In a similar nianncr, if the Facilities are not propecly maintained by the flssociation or the Owners, or their . suc:ccssoi•s And assi6ns, then Spokane County may, upon thirty (30) days prior writtcn notice to all Owners of the Property, the Association and the Managing Agent, perForni such maiiitenance, repair or replacement work and the cost of such woc-k shall be a lien on all of the Propecly, wliicli lien may be foreclosed as amortgage on said properties. The provisions of tliis Section 2.9 caniiol be removed or altered so long as the racilities are being used for storm water treaUlient and aisposal purposcs as required by Spokane County, YROVIDrD IJOWLVCR that the terms uf tllis Paragraph 2.9 may be altered duriiig the time in which the Facilities are in use ir the express written permission and consent of Spokane County is first obtained. -6- 1 I:1tfCElDeclaretion of Covenant.docl0/1 I/2000 . I • ' _ 2.10 E=tnent fnr racilities and Mai n1n1cP. Declarant hereby expressly rescrves a perpetual easement for the benefit of the Association -and Spokane County oii that part oF the _ 1'coperly on which the Facilities are or will be constructed, as may be shown on the finat plat(s) of the Property or by separate grant of easement, ancl also for reasonable access across the Property to tlie Facilities, as determined in the sole discretion of tlie Association, to allow for the maintenance . of the Facilities as required tinder this Declaration. 2.11 Fasement fnr rntrv Features. There is hereby reserved to the Declarant and tlie Association, an easement for ingress, egress, installation, conslruction, repair, replacement, landscaping and mainte»ance of pylon signs and entiy features as more fully described oii the recorded subdivision plat for the I'roperty or any other recorded instrument, easenienl or conveyance. The easement ancf righls herein reserveci shall inclucie the right to cut, remove and plant trees, shrubbery, flowers and other vegEtation around such enti•y features and tlie right to grade the land under and around sucli entry features. AR'l,1CLE III DESIGN STANDARDS . 3.1 Architectiiral Review C.,nnlmiltee Annrnval. No iinprovements shall be erected, placed or altered oii any building site on the Property until the buitding, landscape, or other improvement plans showing the location of such improvemenls oii the Pronerty have beeii submilted to and approved in writing by the Architectural Review Comiilittee ("ARC") as to conFormity and harmony of external design with existing structures in the development, and as to location of tlle improvements on the btiilding site. Due regard shall be given to tlle anlicipatecf use Uiereof as same may affect adjoining structures, uses and operations, and as to location of the improvements with respect to iopography, grade and finished ground elevation. Any approvecl plans may be expressly assi6nc:cl ancl then such cighl will pass to the assibnee. 'I'he approval required cioes not constittile a limitation on any permittecl oi• conditional tise by the governmentll entity witll jurisdiction lo detel•mine zoning. Tlie ARC sliall consist of tliree membcrs as choseii by the I3oard, PROVIDED I-IOWEVER, that as long as Declarant owns arly of the Property, then Declarant shall seive as the sole member of the ARC, at Declarant's discretion. 3.2 e ucsl. Any approval requestca sliall be requested in vvritin6 anci sliail be submitteci to Declaranl's husiiless offices uniess (i) the neclarant records ail instcl1111CliI CSli1bIISIllIl6 a clifferent place to submit such plans, or (ii) unless the ARC has assumed control, in which case notice shall be sent to ARC business offices. 3.2 Apnrnval C:nnsideratinns. Approval shall be based, amon6 otlier things, oii adequacy of site dimensions, storm drainage considerations, conformity and harnlony of external desi6n with neighbocing stcuctures, improvements, operations and uses; relations of lopo6r1pIly, gracle and finished grouiicl elevation of the site being improved to lhat of neighboring sites; proper pacing of main elevation with respect to nearby streets; and conformity to the purpose and general _7_ - 11:1HCE1Declaration of Covenant.docl0/I I/2000 _ a r . . . ~ >1 • • . I plan and intent of this Declaration. The ARC shall not arbitrarily or unreasonably withhold or delay- its upprovul ofsuch nronusc(l builclin6s, structures or improvcmcnts. The ARC shall havc thc ri6ht to approve reasonable variatices from the stanclards and guidelines provided herein to meet special needs and circumstances which may arise in connection with the application for a partic;utar btiildiiig, structure or improvement. 3.4 ApprnvaUDisannrnval. In the event the ARC fails to approve or disapprove, in writing, any approval request within thirty (30) days after said plans and specifications have been submitted to it, these Suidelines will be deemed to have beeii fully complied witli. If tlie construction or alteratioil of improvements is begun in violation of the terms and conditioiis of this Declaration and no suit to enjoiil the erection, establisllment or alteration of such improvements lias . been commenced prior to the completion iher•eof, these guidelines will be deemeci to have beell fully complied with. 3.5 I.iahilitv nf ARC. The ARC, in the discharge of its obligations hereunder and in its deliberations, sliall act objectively and faii•ly in making decisions concerning various plans and landscape plans submitted to it by an Owner of the Property for consideralion. rurther, the cieterminAtions of the AItC as to non-compliaiice, shall bc in wriling signed by the ARC ancl shall set forth in reasonable detail the reason for non-COIl1J)IlaIlCe. The nRC aild its mei»bers, sliall nol bc liablc in clama6es lo tiiiyonc so suhmitting pIauris for approval or lo aiiy owncc ur owncrs oI' laiul - covered by this instrument by ceason of mistake in judgment, iiebli6ence or nonfeasance of itself, its agents or employees, arising oul of or in connection with the approval or disapproval, or failure lo approve any such plans. Likewise, anyone so submitling plans to the ARC for approval, by the submitting of such plans and any Owner by so acquiring titte to any of the Property covered hereby, abrees that he or it will ilot bring any action or suit to recover for any such damages againsl the ARC, its members or Declarant. 3.6 Inspecti.nn. Any designated agent or officer of the ARC may, at any reasonable pre- detcrmined hour or hours, upon twenty-four (24) hours notice during construction or exterior remocfeting, enter aild ilispecl any of the Property as to its maintenance or improvenients to determine if there has been compliance witli the provisions hereof. The ARC, members or any agent or officer thereof sliall not tliereby be deemed guilty of any manner of trespass for sucli entry or inspection. . 3.7 B.ecnicis. Records oCthe ARC with respecl tu cumpliance with the provisioiis of ihe - neclaration shall be conclusive evidence as to all matters showii by such records. After the expiration of six (6) months following the completion of any construction, acldition, alteralion or chtiii6e to Any building on a building site, in the absence of any notice to coniply or in the absence of any suit to enjoin such work or to force compliance by c)iange or removal of such work within said period, then and in that event said structure, work, improvement or Alteration shall be deemed to be in compliance with the provisions of this Declaration. . -8- . 11:1!-ICLIDeclaration ofCovenant.docl0/11/2000 fi • . • . ARTICLE IV GENERAL PROVISI0I-11 S 4.1 An li .ahl . 1.aws. All structtires and activities on the Property shall conForm to all applicable federal, state, COllllty and local laws, regulations arid codes. 4.2 I. .n lh/Amendment. This Declaration sha11 riin with the land and shall be binding upon all Owners of the Property described on Exhibit "A" anci all persons claiming under them until September 1, 2020, at whicli time the Declaration sliall be automatically extendecl for a successive period of ten (10) years unless an instrument si6ned Uy aII Owners and Declarant has been recorded abrecing to chan6e lhe Declaration in whole or in rart. '1'his Declaralion may be amended only by a written instrument sigiied by all Owners and the Declarant, so long as Declarant owns any part of the Property, and said amendment shall then be recorded. 4.3 Li 't~aiinn. In tlie event of any legal action to enforce the terms of this Declaration, thcn the prevAiling party shall be awarded their reasonable costs and attorneys fees. Venue and jurisdiction for any such tegal action sliall lie in Spokane County, Washington. 4.4. tlnilatera( Annexatinn. As the owner thereof or, if not the owner, then with the coiisent of the owner thereof, Declarant shall have the unilateral rigllt, privilebe, and option rrom time to time at any time until FiReen (15) years afler tlie recording of the Declaration, to stibject all or any portion of other real property to the provisions of this Declaration by recorcling a Supplementary Declaration describing the Property being annexect. Any such annexation shall be effective upon the filing for rec;ord of such Supplementary Deciaration unless otherwise provicied therein. As long as covenants applicable to the real property previously subjected to this Declaration are not changed, the Declarant may unilaterally amend this Declaration to reflect tlle differenl character of any such aniiexed real property. The rights reserved unto Declarant lo subject acfclitionat land to the Declaratioii shall not impose any obiigation tipon Declarmil to subject aliy of such additional land to lhis Declaration or to the jurisciictioii of lhe Associalion. lf such adciitional land is not subjected to tliis Declaration, Declarailt's reserved rights shall not impose aiiy obligatioii 011 Declarant to impose any covenants anci restrictions similar to those contained herein upon sucli additional land nor shall such riglits in any manner limit or restrict the use to which such addilional laiid may be put by Declarant oi• any subsequent owner thereof, whether sucti uses are consisteiit - with the covenants and restrictions imposed hereby or not. 4.5 $.etiefi nf Facilities. The Facitities described liereinabove shall be for tlle benelit oF aIl of the Pcopecly os legally clesecibeci on Exhibit "A", but, exceJit as set forth hereinabove regarding the rights accruinb to Spokane County, and except for the right of any lender of any of tii e Owners to notice of and ri6ht to cure a defatilt in payment of tlle above-described costs and charges, the same shall iiot create any riglits in, or fa- the benefit of, the general public, or for lhe owners of any areas located outside of the Property . _9_ I{:1t ICC1Declaretian nf Covenant.doc I'0/l Il2000 , . . . . . 4.6 S.utv.i.val. All tlle procnises, covenants, terms and conditions of this Declaraiioii sliall survive any conveyance and this Declaration shall extend to and bind the successors, heirs and assigns of the parties hereto. 4,7 Ti1ne nf the Essence. Time is of the essence in All matters under this Declaration. IN WITNESS WHEREOF, the Declarant has executed this Declaration as of tlle JL day of October, 2000. fIanson Industries, Inc. . By . • . R.A. Hanson - President APPROVED AS TO FORM AND CONTEN'f SPOKANE HOTELS, L.L.C. DBA R5Dewe a u' iana limite liabiliry company g~► eave Ing M r STATE OF WASHINGTON ) . ~ ) ss. Cotinty of Spokane ) On this 11 th day of October, 2000, before me, the undersigned, a Notary Public in ancl for the State of Washinston, duly commissioned and sworn, personally appeared R.A. Hanson to me kilown to be the Presideiit of fIanson Industries, Inc.; the corporation that exectited the focesoin6 instrument and acknowledged the said instrument to be tlie free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument. - Witness ~to affixed the d cl i above written. DREW M. BODKER gTATE OF WASHINGTON N ary ublic in and for the State of - NOTARY PUBLiC Washington, residing at Spokane IIY COyIJISSI01i EICPIRES 5-17-04 My Appointment Expires:_~f-/",V -10- t i:WCElDeelaration of Covenant.doc 10/I 1/2000 < , - - - EXEIIIii`1' "A" - LCG11L DCSCRIPTION A parcel of land located in the Southweet quarter of Section 12 and the North half of Section 13, Townehip 25 North, Range 44 Saer, W.M., being more partfcularly described ae followe: COMMCNCINO aC L-he Northweet corner of eaid Section 131 tlience 3out11 09039'13" CaeL, along the North line of eaid eection, a dietance of 75.00 feel- l-.o l-tie Caeterly margin of Sullivan Road aiici TRUE POINT OF' l3E-GINNING; llience Soul:ii 00°02' SG11 CaeZ, along eaid Eaeterly margin, a distaiice of 91.74 feet L•o tlie NorL•herly boundaxy ot- SULLIVAN PAE2K CENTER recorded in Volume 19 of Plate, Pages 25 and 26, and beginning of a curve concave to the Northeaet and having a . radfiis of 40.00 Feet; thence Soutlierly and Caaterly along eaid Norttierly boundary and Eaeterly boundary of eaid plat the following five (5) course: (1) tlience Southeaeterly along said cuxve tlirougli a central angle of 7100613511, an arc dietance of 49.64 Feet; (2) tlience SouLli 7100913111 Caet, a di4tarice of 304.02 Eeet to tlie beginning of a curve concave Co lhe Southweet and having a radius of 1442.00 feel.; (3) ttience Southeasterly along eaid curve t}lrough a central angle of 1201619611, an arc dietaiice of 309.04 feetj (9) thence Sout}t 31°U7' 15" Weel-, a dielance of 92.00 Eeet j(5) tlience . Soul.li 3905414311 Weet, a distance of 126.03 feeL tv the Norrherly margin of SR-90 (Spokane to C3reenacres) and beginning of a non- L-angent curve concave to the Soul:hweet, having a radfue of 633.00 ' feet and from wliich point a radial line beare Soutii 91008196" Weat; thence Casterly along eaid norttierly margin the following five (5) coureee: (1) l-iience SouCtieaeterly along said curve ttirough' a cenlxal angle of 1214014711, an arc dietance of 291.56 feetj (2) thence South 36002127" Eaet, a dietance of 270.50 Ieetj (3) thence South 60017'03" East, a distance of 315.01 EeeL; (9) thence South 69150'12" Caet, a dietance o[ 951.E39 feeC; (5) rhence South 73027'32" L'abl, a diatance of 1709.65 feet Co lhe Weet line of ' TracL "A"-as deecribed in Statul:ory Warranty Deed dal:ed 11ugiiel 5, 1999, recor.cled under Audi.lor' e Cile No. 4390851; tlience -Nortli 00031' 06" Cael, a dietance of 509.02 feet to the Soul:li line of Tracl 37 0f 8l1CON'S ADDITION TO GRCCNACRCS recorded in Volume "J" of Plate, Page 15; thetice South 89199197" Eaet, along eaid South line a dietance of 1582.14 feet to the Soutiieast corner of eaid lract and Weelerly margin of Flora Road; ttietice Nortli 00005'90" Weet, along eaid Weeterly margin a distance of 120.20 Ceet Co l:1te Norllierly margin of the former Dur]1ngCon NortIiern Railroad righL of way and Soul:lieaet corner of '1'ract 36 of eaid plat; thence Northweeterly along eaid Norrherly margin tlte Eollowi.ng eix (6) courae: (1) rlience North 76037156" Weat, a dieLance of 2735.15 feet; (2) lhence Norlli 00°33121" Weat, a dietance of 20.44 feet; (3) thence Nortli 78037'56" West, a dietance of 1318.40 feet; (9) thence SouLh 00°li3'OB" Cast, a dfatance of 3.64 feet; (5) ttience Nortti 70037' S6" West, a dietance of 365.00 feet; (6) tlience Nortli 72049'11" Weat, a dietance of 232.60 feet; tlience Nortli 60029'02" West, a distance of 247.76 Feet; llience Norlh 60055' 92" Weet, a dietance of 401.56 feet to l•he Easterly margi.ii of said Sullivan Road; Clience Soul.h 00040' 92" -Eaet, alonq eaicl Caaterly marqin, a diel-.ance of 90 . 79 feet; thence Soutli 0000215611 CaeC, a diatance of 0.93 Eeet to lhe True Point of Beginning; EXCEPT that portion of the former 8urlington Northern Railroad rigl-it of way ].ying Caeterly of a lien 715.00 feeC Eaet of and parallel wil-h tlie Wevt lfne of Government Lot 4 in eaid Section 13; AND LXCEPT that portfon conveyed to Spokane County for Indiana Avenue by documente recorded January 7, 1998 under Auditor'e Fi2e _ No. 9175975 and July 24, 1998 under Auditor'e i'ile No, 42990491 Situate in the County of Spokane, SCate of Waeliington. . : ~ . . . . • i . •e . L r . ' • • A/o. ' AFTER RECORDING IZETURN TO: . . Drew M. Bodker Allortley At LAW - 1401 S. Grand IIlvd. #203 N . . Spokane, Washington 99203 TNDCXING DATA DOCUMCNT TITLC: Declaralion of Covenants, Conditions, Restrictiojis nnd Reservatioii of T:asemciits for I-lansoil Cciitcr Cast RCFCR.CNCE NUMDEIZS: 9010110173 GRANTOR: - Hanson Industries, Inc. GRANTEE: llanson Inc]uslries, Inc. AI3DRCVIATED LCGAL: SW '/4 S 12 and N'/z S 13, T25N, R44EWM . (Full Legal on At(ached Exhibit "A") I'f1RCEL NUMBL•'R(S): 45123.9013; 45131.0110; and .9021; 45135 .9031; 45132.9073 an(l .9074 DECLARATION Or COVENANTS, CONDITIONS, RESTRICTIONS AND IZESERVATION OF LASEMENTS FOR . FIANSON CENTrR EAST KNOW ALL MCN BY THCSC PR.CSENTS, that the unclersigned, I-Ifinson Industries, Ine., a Washington corporation ("Decluranl') is the owner of certain real property legally described ori Exliibit "A" atlachecl hcrcto ancl incornvratecl herein by this rcf'crcnce as thou6h rtilly se:l lorlli, (1lie ,►I'ruperty'). "1'he Propcrty is_ a portion ot' tlie "IZernainin6 1'ronerly" as clescribed uncler that cci-tain Declaratio» of Covenants, Concfitions aiicl Restrictions for Sullivaii 11'ark Ccnter ("CC'll's'), recorcled under Spokane Cou»ty Auditor's No. 9010110173. The Remaining Pronerty uiider thc . -1- Ii;11ICG1Dcclaratlon of Covcnnnt.claclUll I/2000 , > . - . • - CCIZ's was to become subject tu substantiaily the samc form of covenAnts, conditions, restrictions -iiicl rescrvations as set ('orth in the CCR's so as to insure th7t the IZemainiii6 1'roperty woulcl bc clevcluped in a coordinatecl ancl compatible manner with tlie balance of Sullivaii I'ark Cenler, ancl so that tile 6eneral character ancl substaiice of the clevelopmeiil standards of Ihe CCR's woulcl be continued. It is for lliis ceaso►i tliat Declarant has adopled tliis Declaration of Coven7nts, Coluliliolls, tZcstricliuiis anct l7escrvatiuii of Lasements for 1 Iatisaii Center Cast (llie- "Decluu-(Nion') to burclcn (lie 1'ropcrty, a11d CaCII IOt ("1_nt or I,ol.s') which is/nre later created frrn» nnd out of thc 1'ropcrty. "Che I'roperty sliall be tiseci, lielcl, leased, solcl, and conveyeci by (lie Declaraiil anci lhe Declarant's heirs, executors, aelministrators, and successors in iiiterest, subject to iliis Declaration. ARTICLE I PROI'ERTY OWNER'5 ASSOC1ATlON 1.1 L2escr.inlian nf As,snriatinn. A nroperty owner's Association is or sliall be fvriiied by incorporation under (lie Wasliin6ton Non Profit Corporalion Act uiicter the name of I-Iansun Centcr l;asl 1'ropccly Owticc's Association (llrc "A.ssncinliv» Thc nssocialion shall bc char6ccl wilh thc; dutics ancl vestecl willi tlic puwers prescribeci hy Iaw ancl set foi-tli iii tliis Uc:claration, iiny Supplcmenlary Dcclaratiuit, aiicl the Articles oflncorpuralion aiid 13ylaws ol' tlie nssuciatiuit, all as inay be amendecl fi-oili tii»e lo tii»e; provicleel, hoNvever, lliat no sueh bovernin6 clucuments slit-Ill for aiiy rc;ason be amenclecl or otherwise interpretecl so as tu be incoiisistent with lhis Ueelaration. 1.2 I3narcl nf [)irectnrs. Declarant shall have the ri6ht to appoint or remove any membcr ot- niembers of the I3oard of Directors or any ufficer or officers of the Associatioii until termination of tlic Devclapincnt 1'criocl. "Developmcnl Periocl" shall mcan tliat pcriocl of time be6iniiiii6 on thc clale this Declaralion is recurcled in (lie recorcls of Spokane County aiul ending on Uie eartiest to occur oF (i) seven (7) years from (lie date of recorclin6 this Declai'ation; (ii) sale to inclividuat Uwncrs of niliety (90%) of (lie Lots; oc (iii) (lie date upon whicli a Suppleinentary Declaration is cecorelecl by Declau•ant tcrn-iinatin6 tlie Develorment 1'ericxl. Each owner ot n Lul in thc; ['roperty ("n►iwet- ur' OvI'IICI•s by acccptancc oF a(Icccl tu or othtr coiivcyancc of a Lot, vcsts in Ucclar•mil thc aulhority to appoint ancl rciiiove clireelors anct uffiecrs of lhe Association. I'lie clirectors selectccl by (lie Declaranl ncect ilot be Owiiers. The number of directors shall be as set foi-th in tlie I3ylaNvs. Following termination. of the Development Perioc3, the Board of llirectors shall be electcd by (lie Owners in accordance willi tlie f3ylaws. ' 1.3 Mr.uilicrslup. C:ach 1'ci'SOII wI10 IS tI1C I•ccurcl Owncc ol"it lce oi• tincliviclccl fcc iiitcrest in any Lot that is stibjcct to 1his Tleclaratioil shall be cleeined (o have n membershii) in (lie Assoc;iatioii. "I'he foregoinb is iiot inteildecl to inclucle Aersons who hold an iiiterest mcrely as sectu-ily for the licrformance oF an obli6ation, and the 6iving of a security interesl shaU iiot tcrminate the Owiier's membership. No Ownei-, whethcr one or more-Persons, shall have more than onc (1) mernbersliip per I.ot. tn (lie eveiit of mulliple Owners of a Lot, votes ancl righls of use aiul ciijoyniciit shall bc as proviclccl in tliis Declaralion nncl in the I3ylaws. Membershiii sliall be appuu-tcnaiit to ancl may not bc separaled !'rom ownership of any Lol. Tlle righls and privile6es of meinbership, inclucJing the right to vote ancf tu hold ofrce, may be exercised by a meniber or ihe , -2- I 1:11 ICL•1Ucclaration of Covennnt.doc I U/I I/2UU0 . ~ , . 4 , • mcl»ber's spouse, but in no eveiit sliall more tlian one (1) vote be cast »or ofl'ice lield for encli Lot owned. "I'he first Annual meeting of the Association shall be hetd withiii sixty (60) days a[ier tcrniination of the Dcvelopment Periocl on a date set by the Board pursuant to the BylAws. 1.4 Vnling. Membccs shall be enlitled to oiie (1) vote for eacli Lol owncd. When nlorc than one (1) Person Iiolds aii owilershir interesl in any Lot, the voie for such Lot shall be exercised -is lliose Owiicrs thcroselvc;s clclermine Fuicl aclvise ihe Scc;rctary prior to nny meetin6. ln tlie absence of sucll advice, the Lol's vote sllal I be suspended in the event more than one (1) I'ersoil seeks to exercise it. Aii7'IcLr 11 1VIAINTENANCE; CnNVCYt1NC1; Ol+ COMM()N ARCAS TO ASSOCIA'1'ION; AND RESE1tVA'I'IUN Ol+' rASMI;N'I'S 2.1 Assnciatinn'.s 12 .~nnnsihilitT. The Association shall maiiitai» anci keep in goocl rep»ir the Comnion Areas. "Common Areas" shall mean any and all real and rersoiial prop'crty ancl cascnicnts ancl otlier intcrests tliereiii, togetlicr with the facilities aiui imnrovements located (hereoi), as clesi6nated ili aiiy tiiial plat o1' lhe 1'roperty or as otherwise co»veyecl to thc; Associatic»> for comi»on use, eiijoyment or benefit to tlie Owiiers. This inaintenailce shall include, without limit7tion, mainlenance, rerair, and replacement, subject to any insurance tlieii in eCfect, of a11 Ianclscapin6 and impcoveineiits situated ori the Common Areas. The Association shall also maintain: (i) street libhtili6 anci the elecU-ical costs for sU-eet libhting for those street lights that are coiislrticted as nart of Incliana Aventie lyin6 ii»mecliately adjacenl to the Pr-opeily; (ii) all cnlrY fealures for lhe 1'ropcrty iiicluclin6 lhe exrcnses for water nnd electrieity, if nny, nroviclecl lo a11 such ciiUy leatures; (iii) lanclscapin6 originally inslallecl by the Ueclzu-aiit which is oii Common nreas ownccl in fee by thc Association or on property where an easement has been grantect to tllc Associtalinn; ancl (iv) all storm water treati»ent ancl clisnosc-il poncl systems, storm water clraina6e pipe systems ancl any accc;ss roacls ancl other associale:cl clrainn6e fticilities fur liuliana Aveitue (Ihe "P(tcilities') scrviii6 tlic 1'rorcrty wiiich ai-c; iiul niaiiitniiicd by ~t public cnti(y, tincl wliicli arc oii C;oiniiion Ai•cas awned in 1'ee by tlic Associalic»> or on properly whcrc an cascmenl has becii braiitecl to the Associatioil oc lo Spokaue Couiity. 'I'he cost of tlie i'ore6oing (i), (ii) aiid (iii), ancl the real c;state taxes attributable to the r-acilities which are locatecl on the Lot of Any Owner and any real cstate taxes on Common Aceas ownecl by ihe Association, shall be known as "CAM" char6es. Thc i»aintcilance of the Facilities shaU be performect in accorclattce with Sectiott 2.6, hcreiiinncr. 2,2 'LCi1n~_ei-tv Nn Owne t hv Agsncintinn. '1'he Associalion shall have the ri6ht, bul not thc ohli6ation, to maintain other nroperty nat ownecl by the Association, whelher within or withotit IIIC Cnlllllllllllly, wliere tlie 13oarcl has delermined tliat such maintenance wotilci benef it all Owners. Witliout limitatio» of the focegoin6, the Associatioil may entcr into a joint maiiilc»ance agccciiient witli adjoining propcrty owners or associativns for the repair, maintenatice an(l replacement of slarecl Facilities or ottier propcrty. . -3- I 1:11 ICC1[)cclorallon of Covcnnnt.doc 10/I I/1000 . . ~ - . • • ' . 2.3 Danaoe ('aus_d hv C)wner, tn the event that the Association deleimines that ihe tiecc) Cor maicltennnce, repair, or replacement, which is (lie resnonsibil;ty of (lie Associatioii lieceunder, is catisccl throu6h the wiilliil or ne61i6ent act of an Owiicr, or the custotners, guesls, Icssccs, or invitces of any Owncr, the Association may nerfor•in such iiininlenance, repair or rc;placement at sue:li Owiier's solc eost ancl cxpense, anci zill cosis thereof sh711 be ticlcleel to nncl bcc:aine a part of thc asscssi»ent to which such Owner is subject niicl sliail becoiiie a lien n6aiiist tlie Lot of suc:h vwncr. 2.4 Owncr's ltespnnsi.bilijy. Except as provided in Sections 2.1, 2.2 and 2.3, above, all inainlenance of any Lot aiicl all structures, parking areas, lanfscapin6, and other improvcments lllCl'COIl IOgClI1CC Nvi(l) (hc ianciscaping on any parkin6 strip fi-otitin6 aiiy sucl) l,ot, sltnll hc (lie sc~lc responsibilily of the Owiier tlieceoF', who sliall provicle niaiiilet»nce cvitsistciil with a lirsl class comi»crcial clevelopnienl ancl lltis Dcclaration. In tlic evctil tlial lhe I3onrcl of Dirccturs of Ilic Association determines thai any Owner has failecl or refusecl to discharge pconerly any oF such UNvner's obligations witli re6ard to (lie mainteiiaiice, repair, or replac;ement of iteins for whicli sucli nwiicr is responsibic hereiiilder, the Associition shall, excerl iii aii eniergency situntioii, 6ive tlie Uwncr wriUen iiutice oF the nssociation's intcnl to provicie such necessary in7intciiance, repair, or ccplacemcnt at (lie Owner's sole cost ancl cxpeiise. '1'he iioticc shall sel forlh witlt rcasonahle partic:ularity the maiiiteiia»ce, repaics, oi• replacement deemed iiecessary. '['he Owncr shall liave tcii (10) ciays afler i-eccipt of stich iiotice within which io comrlele such maintenance, rcpair, or mplacement, or, in (lie evenl that such iuaililenance, repaii•, or replacemeiit is not capabie of coniplctioit withi» a len (10) clay periocl, to coinmence such work which shall be completecl %vithin a rcasonable time. If any ONvner does not comnly witli (lie provisions hereof, (lie Association may pruvicle a»y such mainteiiance, repair, or replacemenl at sucli Owner's sole cost anci expense, nncl all costs shall be addecl lo aiici become a part of the assessment to which such Uwner is subjeel and sliall become a lieii a6ainst tlie Lot. 2.5 Conveyance nf (:mmmnn AreaS hY Declnrall tn Assncil ' n. 7lie Declaraiit mny Iransfcr oc COt1VCy tU (lie ASSOCiatiOtl ally rCrSUt1aI property niid nny imrrovecl or uniniiirovccl rciil pruperty, leasclioltl, cascmeiil, or olhcr rropccty int`resl. Sucli convcyaunce shall be acceptcci Uy ihc Associatiun, ancl (lie proncrty sliall lhcceaner be Coiiunoil Arccis to be nitaintainccl by thc; Association. Declarant shall »ot be. requirecl to make any improvements wliatsoever lo property to be coiiveyed anct accepteci pursuant to this Section, excent that Declarant shall initially construcl the ~acililies at Declaraiit's sole cost anci expense. The Association may not sell, transfer or convey - any Commoii Aceas owneci by (lie Associalioii, wliicli Common Areas are intendcd lo be chassi fiecl by (lie Spokane Couiity Assessor as subservient estates Cor real estate tax purroses. 2.6 Mall]te1lal1CP. nf Facililiec. Itt furlherance of Sect'toti 2.1, Astnci.ntinn's RespnusiluliL}t, set forth hcreinabove, any Facililies which are located on the Lot of any Owner or oii any Cominon Areas sliall be maintainec.l by the Assaciaiion in operational condition At aII times, with no noxious wec:ds. Maintenance, repair and replacement of the r-acilities shaU include the replaiiting atid renlacin6 af 11ie la»dscaping witlii» (lie racilities. Failure to mainfaiii said racilities in the above-prescribed manner sliall constitule a cleflull by the Assvciation uiider these Coveiiants. -4- I I:II ICG1Occtarellon of Covenniit.cloc 10/I I/1000 , ' ~ . - ' . v , . Up011 IiliCty (30) dayS rI•ior written notice of sucli defatilt to llle AssociAtion aiid to the Man76ing Agent (ns lierei»(rflcr clc.fiirecl), Spokane Cuunly or (lie Lol Owiier may theii perrorm such inaiiitenance at lhe Association's sole cost and expense. Spokaiie County shall have a lieii oii the lots oii which such mainleiiance has been perfomiecl for (lie cost of work, aiici Spoknne Couiity shall alsu have a lien oii all of the Pronerty ror any siicli maintenance work performecl by Spokane Cuuiity oii the Comiiion /1ceas, rius atiy altortieys fccs nnd other relnted costs, wliicli licn niay bc forcclusecl as u mortga6e. 1Cnii huliviclual Lat Owner performs sue:h mnititctiaiue on belialf of the clcfaultin6 Association, tlien saicl Lol Owncr shalt have a right of actioii againsl tlie AssociFitio» fur thc cost of such iiiaiiitenaiice, together witlt saicl Lot Owner's costs trind tiItoriieys fees. Spokane County shall also have a licii oii all of the 1'ralierty 1'ur (lie amouiit of aiiy unpaicl real estate taxcs that 7re Assesse(i a6ainst any Comrnon Arcas ul)on which racilities liave been constructecf. 2.7 Asscssuicials- fiur COM Cliatgcc:s. Each Ow►icr shtail pay a nroportionaic sliarc ol' CAM charges basecl upuil the relative square footabe containecl witliin eacli Owner's nroperty as coi»parecl to the other Owners' within (lie Property. An Owner af any poctio» af (lie t'ronerty, hy accej)tance of a dec;cl therefore; wliether or iiot it shall be so exrressed in sucli cleecl, is cieemccl lo covcnanl ancl a6rec to pay saicl CAM char6cs ancl sucli custs shall represe»t assessmenls to be cstablislied ancl collcctecl hy the Maiiagiii6 n6ent for (lie Association at such liiiies as cleeinecl rcasonable by the Association. Tlie Declarant shall serve as the "Manabing Agenl" t'or the Association. Each of the Owners of (lie Property shall pay their proportional share of the C/1M cliar6es not latei• tliaii thiriy (30) days a(ler saicl bills are tnailed. It sliall be the responsibility of (lie Mairi6in6 Agenl to be tlie "Managing Abent" for the work described lierein, for tlie computation ancl billing of CAM cliar6es, anJ for ensuriii6 that all of (lie F.acilities are maiiit7iiied ancl operatecl in a licst-class condition. lii aclclitio» to the CAM char6es, the Mana6ing Ageiit shall iiiclude a inana6emenl fee equal lo ten ( I 0%) percenl of lhe out-of-pocket CAM char6es (llie "Manribernenl I~~c:'). This Mana6ement Fee shall represent cumpensatioii to (lie Managing Agent for supervisioii, overhcad, manasement, accounting an(l similar eosts, wliicli Mana6emenl Fee shall be aclclccl tu (lie CAM char6es cind inclucleci uit (lie CAM char6e iiivoie;e subniittecl to tlte Owners of tlie 1'rc~lm-ty. No amoutit shall bc; inclucle({ in tlie CAM cliar6cs foi- the scrvices of j)ersonnel cinpluyccl by thc Mana6in6 Ageiil, cxccpl 'tur pcrsutincl, il' any, wlio I)hysically pcrCurm nii-silc scrviccs such cis Iaiulscapc maintenance, anct thc actual cost oF such perso»nel shall be consicle:red out-ol=pockc:t costs, but, in no event, for admiiiistraiive services. Cach such assessmenl, together with iiiterest, costs and reasonable attorneys fees, shall alsa be (lie pcrsonal obligaiion of the Owner nnd shall »ot pass to his successors in title tmless expressly assumed by them, PROVIDED I-IOWCVER, thal in the case of a sale of the I'ronerty, then the Owner immediately nrior to the date of any such sale sliaU be personally liable only t'or (lie amotult of (lie assessment or installmenls clue prior to saicl sale, aiid (lie new Owner shall be personally liable for assessmetits as tliey come clue oil or aRer tlie sale date. 2.$ yerificatinn n C_AM (:harges, Cach, Ow»er shall have lhe ri6ht, on written cequest, to obtain fi-om (lie M7naging Agent, copies of such documents ancl records as may be necessary to verify tlie accuracy ancl content of cach stateiiient ol' CAM cliar6es ancl (lie Maiiaging Ageiit shaU supply, or make available for examinatia», such documents nnd recorcls -5- 1 I:\I ICC1Declatalinn of Covcnnnt.doc 10/I 1/2000 ' , . . ~ - . : . i►nmccfiAtety upoii rcqucsl. Any Owner may objec;l in wrilin6 to atl or any portion of any statcincnt hereuncler willii» lliirty (30) days aner receipl lhcreof, sellin6 torth in reasonable cictail (lie 6rouiicls for sucli an objcction. If an Owiier so ohjects, such Owncr slial1 pay stich Owner's nroportionate share of CAM charges as billecl, reduced by such owner's share of llie CAM char6es to whicli objeclion is mACle. "Che Miinabin6 Agent aild (lie objecting Uwncr shfill coonerate reasoiiabty to settle <<iiy such dispule. ln the event that it is finully cletermined lhnt such objccting Ownec is uhli6atccl in respect (u soine or nll of Ilie CAM char6es ohjectcd to, sucli aniou»l sllall bear iiilerest t'roiu llie clate billecl until paicl at the rate of twelve (12%) pei•ceilt per annuin. If ari Owner fails to object to a clial•ge within thirty (30) days afier Q statemciit is* rcncicrecl, or if the Matia6iii6 A6ent fails to corrccl an crror favorable lv thc ulher Owners witliin thir(y (30) clays aftcr a statctncnt is rcnclcrccl, ancl if it was subseqticiitly cletcrmined that tlicre wns an crror in thc clctcri»illation of CAM cliar6cs, lhc» aii tipnroprialc acljusti»ciit will bc maule, iiiclutling iuleresl lrum thc clate llial rayiiicnt woulcl have been clue bul for lhe error, at twelvc (12%) percent per aniiui». If c-in Ow»er shoulcl default in the nayment of aiiy of (lie CAM char6cs tlien (lie Mana6in6 Agent, oii behalf of (lie /lssociation, iti addition to a11 other remeciies it may havc iil Iaw or in equity, sliall have the ri6ht, upon filteen (15) clclys pcior writlcn noticc, to lile a licii tipon the clelaultin6 Owiicr's property by recordin6 said nolice of lieii with (lie Spokaiie Couiily Auclitar's oCliee auncf s<<icl lien i»ay bc; loreelused as a mort6abe. '1'Iie Associatioii may, bul is not requirecl, to provicle notice to all Owners anci to tlieir lenclers of aiiy ciefault by aiiy Owner in tlie payment of lhe cletaultin6 Owner's CAM charbes, anci any Owiier or any leiicler ol'ariy Owner s1iaU have (lie riglit, but not the obli6ation, to cure such default, ancl lhe narty ctn-in6 (lie cleCnult shalt have a lien upon (lie ciefaulling Uwner's real property for (lie amount so paicl, which lieii m1y be foreclosed as a mortgage. 2.9 Nnii- .iahilifv nf .Snnkane Cnunty. I3y allowing development oii the Properly, Spcakane County is nol accepting resro»sibility for maintainin6 the racilities, tior is.Spokane C;ounly acceptin6 any responsibilily for any ciainagc wltalsaever, inclucliii6, but nol limilccl to, II1VC1'SC COIICICI11I1atlUI1 lo any properlics cluc to deCcie»t construction or mainlenniicc of tllc Facilities. I'he llssocititiaii shaII hear all responsibilily for payinent of rcal cslate, t7xcs on thill portiun of the I'copcrty thal is eleclicaled for use as jrart of (lie I'acilities, wliich Iaxes zire rarl ol' llie CAM char6es. lf thc rcal estate taxes are iiot paicl beCore clelinquency on Iliat portion of tlie l'roPerly on whicli (lie racililies are constructed, ilietl (lie amount of said elelinquent taxes shall rcpreseiit a lien on iliat -portioil of the Property, wliicli lien sliall be for (lie bNnefit of Spokaiic County and wllich lien may be forecluseci as 1 mort6a6e by Spokaiie Cotuily. [n a siniila,- iiianncr, if the Facilities are nol nronc:rly maintainecl by tlte Association or the Owners, or thcir succcssocs ancl assib»s, tlicn Spohane County may, upon thirty (30) days prior writtcn noticc tu aII Owners of the ['ruperty, the Association aiid the Managiii6 Agent, nerform such mainlenance, cepair or rePlacemeiit work aiul (lie cost of such work shall be a lien on aI1 of tlie Properly, wliicli licn may be i'ureclosed as a niortgage on said properties. The provisions of this Section 2.9 . caniiot be removecl or altercd so loiig as the Facilities are being used for storin waier Ireatmeiil <<ncl clisrosal purposes as requireci by Spokane County, l'IZOV1UrD HOWLVf;R that lhe Icrms uF tliis 1'aragrapli 2.9 may be altered dtiriiib (lie time in which (lie rncilities are in usc if thc cxpress wrilten permission and conseiit of Spokane County is first obtained. -6- I I:\I ICL11)eclaratlon of Covenanl.docl0/1112000 . • ' . ' 2.10 EasenueuLJ:ni- Eacilitirs anct Maint;nance, Declnrant hereby exrressly rescrves a perpciuAl eascmcnt lor (lie benefit of (lie Association 'and Spokane Couiity oii that parl of the . l'roperly on whicli (lie racilities ace or will be colistrucled, as may be shown oii (lie final nlat(s) of tlie 1'roperty or by scparate graul of easemcnt, ancl also for reasonable access Accoss the Proper-ty to Ilie Facilities, as deter»iinccl iii the sole cliscretion of tlie Association, to allow for (lie mainlenance of thc racil'ttics ns rcquirccl utxic;r lltis Ueclaration. 2.11 FaSe.tnent fnr rnlrv T'eahmes. There is liereby reserved to the DectArant anci the nSSOClallO[l, 1ll CaSCt1lCllt FOI' IIIgCCSS, e6ress, I1151a1ii111011, CU11StfUC11011, renair, tCrl1CCI11Ctll, Iiiiiclscapin6 ancl mainte»anee of pylon sigiis ancl enlry features as more I'iilly cleseribccl c»i Ilie rccocclcd subdivision plat (or (lie 1'roperly or aiiy othcr cccorclecl instruinciit, cascincilt nr coiiveyance. Thc casemcnt aiul rights Iicreiii reservecl sliall incluele the ri6ht to cut, removc anc{ plant trees, slulibbery, fiowers and other vegclalion arotind such entry features and lhe ri6ht to 6rade the land under and around such entry features. MmcLc iIi . . DCSIGN STANDARDS 3.1 Architecttiral Review (".nninlliiPe App1-Qyal, No improvements shall be ereclecl, placccl or altered oii any buildi»g site on the Property untit the building, la»dscane, or other improvement plaiis showin6 tlie locatioii of such imrrovemeiits on the I'roperty have bcen subiniltecl to 111CI approved in writiti6 by (lie Architectural Review Commitlee ("ARC') as to conlarinily And liarniony of external desigil with exisling slructures in the clevelonment, and as to locafion af the iniproveiuents oii the buildin6 site. Due re6arcl shall be 6iveil to (lie anticipateci use thereof as same may affect acljoining structures, uses aiul operations, and as Io locatioii of the improvcmcnts with respcct to iupography, 6raclc and finished 6rounci elevalioii. Any arpruvc;cl pIans niay be expressly as5i6necl ancl Ihcti such riblil will pass tu thc iissi6iice. 'I'Iic appruval rquicecl does iiol constitule a fimilatioii o~i tany permitteci or eonclilional use hy (lie governinenuil entily witli juriscfiction tu clc;tcri»iiic zoiiing. 'l'lie AItC sliall consist of tlircc incmbers as clioscn by (lie I3o,-u-d, I'ROVIUCD I-IOWLVCR, that as long as Declacant owns a»y of the Properly, tlien Dcclarant shatl sei•ve as the sole ineinber oFthe ARC, at Declarant's discreliola. 3.2 ~ iu:sl. Any arproval reqtiestcd sliall be rcquestecl in writin6 unci sliall be suhniittccl to Decltacanl's husiiicss offices uiilcss (i) tlie neclarant recorcis an insU•umc:»l establishin6 a clittcrent plaee to submit such rlaiis, or (ii) unless (lie ARC has assumed cotitrol, in which cnse . ilolice shAll be sent to ARC busiiiess offices. 3.2 Apni•nval C'nnsirieratin.ns. Approval shall be based, amon6 other things, orl iicfecluacy of site clii»eiisions, storni draina6e eonsiclera tions, conformity and harmony of external clesibii with nei6liboring stcuctures, improvenicnts, opecatioiis aiic{ uses; relalions of lopo6raphy, 6racle ancf fiiiisliecl grouncl elevatio» of the site beiii6 iinprovecl lo th7t of nei6hborin6 sites; prolier pacin6 of main elevatioci with respect to necirby streets; and co»forinity to the purpose and general - _7_ . I 1:111CG1Ucclarotion of Covcnnm.doc 10/I I/ZOQO . ~ i . • • ' nlaii and intent of this Declaration. The ARC sliall not arbitrarily or tinreaso»ably withliold or delay its approval of sucli prorusecl builclin6s, struclures.ur iinprovcmcnts. 'I'hc /\1tC shall have thc ri61it to approve reasonable variaiices 1i•om tlie stanclarcls anci guiclelines provided Iiereiti to meet special neecls and circtimstaiices which tnay arise in connection with the application for a narticular building, strticture or improvement. 3.4 Anlu:aYa1Ll.~isappmYil. In tlie event Ihe ARC fails to approve or disapprove, iit writing, any approval request within thirty (30) clays aRer saicl plans and specificatioiis have been subinitted to it, thcse guidelines will be cleemed to have bee» fully complied witli. tl' the construction or altecatioil of improvements is begun i» violAtion of the terms and conditioits of this neclaration anct no suit tu enjoiii the erection, establishme»l or alteration of such iuiproveineilts has been commencecl rrior to the completion thereof, these guiclelines will be deemed to have beeii fiilly complied witli. . r 3.5 Liahilitv nf AR The ARC, in the disc;har6e of its obligations heceunder and in its deliberations, shall act objectively and fairly in making decisio»s concerning various plans ancl laiulscapc plans submitlccl to it by an Ownc:r oF the Property for consiclcraliun, rur-tlicr, thc . clctcrinitiatioiis of tlic ARC as to non-compliance, shall bc in wrilinb signecl by tlic AIZC ancl shall sel I~ortli in reasonable detail thc reason for non-compliance. 1'he ARC and its mcmbcrs, sliall iiot he lizihlc in cltunnbes to tinyone so submittiii6 pItins I~or aprroval oi' lU illly nWllel- or uwiiei-s U Ifin(l cuverecl by this instrument by reasoii oCmistake iiijud6inent, iiegli6ence or nonleasance ol'itsclf, its a6eiits or employees, acising out of or in connection wilh lhe approval or disapproval, or failure tu approve any such plans. I,ikcwise, aiiyone so submitling plans to the ARC for approval, by the subniilting of such plans ancl any Owiicr by so acquiring tille to any of the I'i-operly covered hereby, a6cccs that he or il will iiot brinb a»y ac1ioii or suit fo recover for any suc1i dai»a6es a6pinsl the ARC, its members or Declarant. 3.6 Ius~c~tinn. Any clesignatecl ageiit or off icer of the ARC mey, at Aiiy reASO„abte nre- clctcrmiiied liour or hours, upan twenly-four (24) hours notice cluriiig constniction or exterior rciuocleling, enter ancl inspecl any of the I'roperty as to its maintenance or iinrrovenients to clctermine if there has bEeii compliance witli the provisions hereof. The ARC, metnbers or aity a6ent or officer tlicreof shall not theceby be dccmed guilly of any maiiner of trespass for such eiitry or inspection. . 3.7 Rc.c:nuls. ltccords oF thc AItC witli respeci tu c;ompliancc witlt tlic provisiuns of tlic Uechiratian shuall he conclusive eviclence as to tall inallers shawii by such records. Afler the cxpiration of six (G) montlis Iullowing lhe co»ipletion of aiiy construction, aclclition, aItcration or c;han6c to any builclin6 oii a builclitig site, in the abseiice of any noticc lo coi»ply or in the absCncc 01' any suit to enjoici such work oc to force conipliance by cliange or removal of suc;h work within saicl pcriod, then ancl in tl»t event sAid struCture, work, improvemenl or aIteration shall Ue cleemeei to be in complinnce witli tlie provisions of this DeclArntion. . -8• . ! l:U (C[slbeclarallon of Covcnnnl.Joc10/! 1/2000 ~ . ♦ - - ' ' . ARTICLE 1V GCNEItAL PROVISI01-13 4.1 OpplicaWel.aws. All stnicttires And activities oii the Properly sliall conform to nll applicnbie federal, stnte, couiity and local Iaws, re6ulalions ni+cl cocies. 4.2 I.engt'll/Am .n Im.nt. This Declaration shall run with the lnnd and shall be bindin6 upoii all Owners of the Pronerty describecl on Cxllibit "A"' and aII persons claiming under ihem wltil Sepletnber 1, 2020, at which time (he Declaration sliall be automaticaliy extendecl for a succcssive lieriocl ofteii (lU) ycars unless an inslrtiment sig-nccl by aII Ow»ers anci Dc:clarant hcis hecn reeacded <<6reein6 la chan6e tlie Ueclaralion in wlioie uc in pnrt. "1'I11S I)CCIF1faliUl1 IlltaY I1C amc»cled only by a wi•ilten instrumeilt sibiied by aII Ow»ers ancl the Declarant, so lun6 fts Ueclarant owns any part oF the 1'roperty, aiul saicl ailiendineiit shall then be reeorded. 4.3 Lit'taatinti. In tlie event of any legal action to enforce the terrns of tliis Declart'itioli, tlicn lhe prevailin6 part}► sliall be awacctecl thcir reasonable costs ancl attor»cys fees. Vcnue ancl juriscliclion for any sucli lc6at action shall lic in Spokane Couiily, Washington. 4.4. IIll1h1LeraLA~~~.Xs'll jnn. As the owner thereof or, if not lhe owner, tlien with the coiisent of the owiier Ihereof, Declarant shall have the unilateral ri6ht, privile6e, i-ind oplioii fi-om time lo time at any time tintil 1illee» (15) years aner the recording of the Declaration, lo subject tlII or any portion oF other rcal properly to the nrovisiolis of this Declaration by recorcling a Supplementary Declaralion clescribing lhe properiy bein6 aiuiexecl. Any such ciiinexation shall be cfl'eclive tipon lhc filinb loc recorcl of such Supplementary Declaralion unless otherwise provicled therein. As long as cove»ants applicable to lhe real propei-ty previously subjected to ihis Declaration are not chan6eci, the Declarant may unilaterally amencl this Declaration to reflec;t the cli I'fcrent character oC any such annexecl real property. '['lie rights resei•veci uiito Ueclarant to subjcct aclclitional land to the Declartilioii shall iiot impose aiiy obli6ation upon Declaranl to subjc:cl aiiy of sucli aclclitional lancl to this Ueclaration or to thc jtiristliction oF lhe nssoeitition, lf stich aclcliliunal lancl is not subjectecl to tliis Declaration, Declarant's reservecl rights shall ilot iiiipose aiiy ohli6atioil on Declarant to impose any covenants and restrictioiis similar to ihose contained herein upoii such aclclitional land nor sliall sucli ri6lits in any manner litnit or restrict the use to which such aclclilional laiul may be put by veclarant or any subsequent owner thereof, whether such uses are coilsistciit witli lhe covenants aiid restrictions icnposed hereby or not. . 4.5 Ileiiefit.nCCaciLilirs. The Facilities described liereiiiabove shall be for tlle benetil of aII of the Prorerly as lc6ally clescribecl u» Cxhibil "A", Uul, exc;ept as set forth hcrcinabove . re6accling the ri6hts accruin6 to Spokane Cauiiiy, and excepl For the ri6ht of aiiy lencier of any of lhe Qwners to iiotice oF ancl ri6ht to cure a clefaull in payment of tlie above-cfescribed costs aiicl charbes, the same shall not create aiiy rights in, or for the beneGt ot; the beiieral public, or Cor- tlie . owiiers of any areas located outside of the Property. , -9- I1:1! ICCV)eclaretion uf Covcnent.Jocl'0/I I/2000 ~ . • . ' - 4.6 Survival, Ali tlie promises, covenants, terms ancl conditions of this Declaraiioii slinll survive Any coiiveyance and tliis Declaralion sliall exteiici to and bind the successors, lieirs and assigns of the parties hereto. . 4.7 Tiuir-aMc.,.Csscncc. Time is of the esscnce in nll matters undc;r this Declnralion. IN WITNLSS WFIERCOr, (lie Declarant has executed this Declaration as of tlle ~ c1ay of October, 2000. I-lanson Industries, Inc. By_fi , . R.A.1-lanson - President API'ROVED AS TO FORM ANll CONTEN`r . SPOKANE HOTELS, L.L.C. DBA R.I a u' iana limite liability compaiiy ay A . Dewe . eave , - Its: Managing M r . STATE OF WASI-IINGTON ) . ) ss. County of Snokane ) Oit this 11 tli day of Oclober, 2000, before me, the undei-si6necl, a Notary Pubiic in anci for the State of Washington, cluly cocnmissionecl and sworn, nersonaliy Appeared R.A. I-iansoii lo me known to be the Presicle»t of Ftansoil Inclustries, Inc., the corporation thal executeci the forc6oin6 iilstcument and aeluiowlecl6ed the saicl iiislrurnent to be the fi-ee and voluntary aet and deed uf saicl corpwcation for the uses aiicl purposes therein iiientio»ecl, ancl on oalh slaled that lie is auiliori7ed lo cxecule the said instrument. Witness n ' -to affixed tlie d id i above written. - DRE W M. 80dK E R gTATE OF WASNINGTON N~ry I ublic in and for the State of NOTARY PUBLIC Washington, i-esiding at Snokane ItY COyIJISSI4N EXPIRES 5-17-04 My Appointinent Cxpires:y~4t -10- I I.\1 ICG1Ucclnration of Covcnnnt.doc 10/I I/2000 ~ - . • ' • • ' . . • . - EXlllDi'1' "A" - LCd11L DESCRIPTION ' A parcel of land located in l-he Southweet quarter oE Sectiott 12 and Che North hal E of Sect;ion 13, Townehip 25 North, Range 44 Haet, W.M., being mvLe particularly described ae followe: COMMCNCINO aC l•ite Norlhweel• corner of eaid eectioiy 13; thence Soutli 09139' 13" Canl, along l-he Morl:h line of eaid eeCtion, a dietance of 75.00 CeeC l:o lhe LaoLerly margiii of Sullivaii Itoad aiiJ 'I'ItUN: POINT Of' {31~.G1NNIIJC;; llieiice SouCli 0000215611 Caet, alorig eaici LaeCerly marg.i~l, a elialasice of 91.74 Eeet to l:lie Norlherly bouioclary o[ SULLIVAN PAFtK CCNi'CR recorded in Voiume 19 of Plate, Pages 25 and 26, and beytiuy.iny of a curve concave to the Northeaet ancl 1iaving a . raditis o[ 40.00 Leet; l:hence Sourherly and Caeterly along eafcl NorL-lierly botinclary and Lasterly Vounclary of eaicl plat the following [ive (5) courae: (1) rlience Southeanl-erly alo»g eaid curve Lhrough A CeIll:l'i1l clnyle oC 7100613511, an arc dieL•ance o[ 49.64 Feel:j (2) l:Iieiice Svul:1i '71009131" L'arjL-, e c1luLance of 309.02 EeQI to tIte beyinning o[ a curve concave L•o lhe SouLliwedl: aiid haviny a radiun of 14,12.06 feeC; (3) l;lience Soutlieaeterly along eaid curve Lfirougli a cetilral arigle of 1201614611, an arc dieta»ce of 309.09 feetl (A) L-hence Soutli 31007' 15" Weol:, a tiiela»ce of 92 . 00 feeti j(5) thence SouLh 39059' 43" DJeet, a clinl;ance o[ 126.03 Eeel: Lo llte Norlherly maryJii of SR-90 (Spokatne to oree►iacree) and begi rining o[ a non- l.anqetaL curve cvi)cave l-o L•hE Sotilliweet, haviny a radius of 633.00 Feet aiicl from which poirit a radial 1 ine beare Sautlt 91000' 46" Weett l-hence Laaterly along eaid ~iiorl•.lierly margiii tiie Followiiig [!ve (5) coureee : (1) Clience Soul;lieael:erly along eaid curve througii a cectlral angle of 1214014711, an arc dietaiice o[ 141.56 feet► (2) thence South 36002127" Eael:, a diatance of 270.50 feel; (3) tlience ' South 60017'03" L•'ast, a distance of 315.01 feet; (9) thence South 69°50'42" I:aet, a dietance of 951.09 feet; (5) Llience South 73°27132" Lael, a dinrance of 1709.65 feel Lo rhe West line of '!'racl "n" aa cleecr3.beJ In 5tatuL-ory Warraiity 17eed datecl 1luguel: 5, 1999, recor.cled under Audil:or'a File No. 4390051; tlience Nort1i 00031' 06" BaFil:, a c1intance of 509.02 feet tv Che Soulli line of 7'racL 37 0f }3/1CON' S 11DDITION TO GttEEN11CRCsS recorded in Volume "J" of Plate, Page 15; the»ce aouth 09099' 47" Casl-., alotig gaid South line a dial:ance of 1502.14 Eeet lo l:lie 3outlieaet corner of eaid lract ,nd WeOlerly margin oF i'lora Road j l:lie»ce Norlli 0000514011 Weel:, ilong eaid Weelcrly margiti a disL•atice of 120.20 [eel: l:o l:lie tdorl;lierly margin of l-lie former nurl.itigton NorLliern itailroacl right of way ancl SoulheaeE coriier o[ 'l'ract 36 0[ eaid plaL• l thetice Nortliwenterly a1o»g oaid Nortlierly margln l-lie Eollowiiig oix (G) • couree : (1) l:lieiice Norl.li 70037' 5G" Weet, a dielance of 2735.15 Feet; (2) l:ltence Norlli 0003312111 WedL, a diel:ance of 20.94 feeC j (3) llience Nortli 70°37' S6" Weet, a dletance of 131E3.90 Eeet j(4) rhence Sotil:li 00010100" CaeC, a dielance of 3.64 Eeetl (5) thence Norl.li 70037'5611 West, a diatance of 365.00 feei:; (G) tlience Nortli 72049'11" West, a dielance of 232.60 Eeet; tltence Nortli 60028'02" Wedt, a dietaiice of 297.76 Feet; l:lierice Norl:li 60055' 92" Weet,, a ciielance of 401.56 Feet ' to Llie East-erly margiti of eaid Sullivan Itoad; lhence Soulh 001140' 42" -Eaet, alvnq eai:d raeCerly margln, a . diel:ance of 90.79 feet; ttience Sout)t 00002'56" Caer, a disrance of 0.93 Eeet t-o lhe True Point of 9eginning; CXCCPT thal portion of the Former Burlingtoti Northern Railroad riglil: of way lying Caater].y of a lien 715.00 feet Caet of and parallel wiLli t1te Weot lfi-ie of Qvvernment Lot 4 itt eaid 6ection 23j 1WD LXCCP'1' t(iat portion conveyed to 8pokane County for Indiana Avenue by documente recorded January 7, 1998 under 1luditor'e F'ile No. 9175975 and July 24, 1990 under Auditor'e t'ile No. 42400491 6ltuate in ttle County of Spokane, 8tete of Waeliington. , , , . . Parry, Ed From: Parry. Ed Sent: Monday, November 13, 2000 1:01 PM To: 'walter.w.weller@seabury.com` Subject: P1504B - Hansen Center East; Road Construction & Inspection Bond Walt As we discussed this morning. This is in Word6.0/95 format. Please call me at 477-7448 if there are any questions or difficulties with this Ed Parry fit Cocos 04), ivvi tet6, b-ii& 14xiLe-e 66 bra . i ROADWAY 11V1PROVEMENT and ROADWAY IMPROVEMENT i1VSPECTION BOND-SPOKANE COiTNTY Bond No. Spokane County Engineer File # Y1504B - Hanson Ceoter East KNOW ALL BY THESE PRESENTS, that (DEVELOPER NAME), as "PRtNCIPAL", and (BONDING COMPANY), a corporation organized and existing under the laws of the State of , and authorized to transact a surety business in tlie State of Washington, as "SmE7'v," are held and firmly bound unto Spokane County, a political subdivision of the State of Washington, as "OBLtcEE," in the penal sum of $834,500.00 (Eip-ht Hundred Thirty-Four Thousand Five Hundred and NO/100 USDollars) itemized as foilows; Construction: $818,700.00 Eight Hundred Eighteen Thousand Seven Hundred and NO/100 USDollars) itemized as follows: indiana Avenue $666,700.00 (Six Hundred Sixty-Six Thousand Seven Hundred and ND/100 USDollars) 1'ract A Drainage$116,500.00 (One Hundred Sixteen Thousand Five Hundred and NO/10 USDollars) Tract B Drainage $ 35,500.00 (Thirty-Five Ihousand Five Hundred and NO/100 USDollars) Inspection: $15,800.00 (Fifteen Thousand Eight Hundred and NO/l00 USDollars) itemized as follows: lndiana Avenue $15,200.00 (Fifteen Thousand Two Hundred and NO/100 USDollars) Tract A Drainage $ 300.00 (Three Hundred and NO/10 USDollars) Tract B Drainage $ 300.00 (Three Hundred and NO/100 USDollars) lawful money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firm ly by these pre ts. A WHEREAS, said Principal is the developer of a tract of land in Spokane Co h known as Hanson Center East (Spokane County Project No P1504B) and being located in the Sections 12 and l, Township 25 North, Range 44 E., W.M., in Spokane County, Washington, and said County has required that a financi-a uarantg be furnished in an amount sufficient to pay the construction cost of installing to the approved grades, curbs sidewalks, drainage control and/or paving of roadways adjacent to and within said development, and such other work as in incidental and necessary thereto, as well as all in accordance with the accepted plans on file at the Spokane Coi.mty Engineer's Office, and Spokane County Road Department Specifications dated April 1999, and to the satisfaction of the Spokane County Engineer; such improvements to be completcd withi year~ or less from the date of plan acceptance unless said time period be extended at the option and with the sed written consent of the Spokane County Enp~ eand ( ~ tr ~ WNEREAS said County has required that a financial guaranGe)be furnished in an amount sufficient to pay the cost of construction inspection and testing for roadway and st6rm drainage construction of said development, and such other work as "in incidental and necessary thereto, a!1 in accordance with the accepted plans on file at the Spokane Coun.ty Engineer's Oflice, and Spokane County Road Department Specifications dated April 1999 and to the satisfaction of the Spokane County Engineer; such services to be completed within ) year/or less from the date of plan acceptance unless said time period be extended at the option and with the exp ,ssed written consent of the Spokane County Engineer; and f % WHEREAS, adequate infrastructure for traffic circulation and drainage is required prior to release of a Certificate of Occupa or a Building Permit; THEREFORE, the width of Indiana Avenue, to include sidewalks, , gutters, and "associated drainage conveyance and disposal facilities, m constructed from the westerly pla undary across the full froiitage width for a given parcel and building permit, prior to the r of a Certificate o upancy for any structures located on that parcel. lf the street and associated drainage improvements nece erve a given parcel have not been completed at the time a Certificate of Occupancy is needed for a given par nd bu ' permit, a material breach shall exist, and shall be grounds for immediate demand by the Spo ,ountv En2ineer for payment of the entire amount of this financial ,parantee.lThe proceeds of this financi arantee shall be used by the Coun ineer to complete the remaining work. ` Any surplus shall be refunded e PRINCIPAL upon the County Engineer's a nce of the completed work. The PRINCIPAL shall reimbu e County Engineer's Office for any costs in excess of the amo 1mLof the total amount of the financial guarant ' urred by the County, including but not limited to construction, inspection, a ' tration, collection ~ gency fees, legal expenses incurred in securing the financial guarantee and completing the workraf'id THEREFORE, upon failure of Principal to comply with the requirements stated herein within the time authorized, and upon delivery of written noiice thereof by Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent of this Bond;kand THEREFOItE; the obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the reQuirements heTein stated have been satisfied, in which event written release will be given by the Obligee, the Obligee having soTe right to grant such release. Surety hereby waives all rights to release from the obligation except as herein stated. SIGNED AND SEALED this day of , 2000. `4~)NDING CONPAN5c : . w , L Clty, State: , Zlp GOde: ---s Phone Bv: . Titie: , PR1NCiPAL (developer): Address: City; State: Zip Cocie: Phone (To be notaYized by PRINCIPAL(s) and SURET19 vr ucknowledgment in an individua[ capaciCV (7) F State of Washington ) )ss County of Spokane ) 1 certify that I know or have satisfactory evidence that (name of person) is the person who appeared befiore me, and said person acknowledged that (he/she) signed this instrument and acknowledged it to be (his/her) free and volunta.ry act for the uses and purposes mentioned in the instrument. Dated Notarv Public in and for the State of Washington. My Appointment Expires: (LI ror an aci!iriow[ed'gment in a representative cupacity: State of Washington ) )ss . County of Snokane ) T certify that I know or have satisfiactory evidence that (name of person) is the person who appeared before me, and said person acknowledged that (helshe) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the (tvpe of authoritv. e.e.. officer, trustee, etc.) of (name of partv on behalf of whom instrument was executed) to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington. My Appointment Expires: ~ i S P O K A N E O U N T Y DMSIOIV OF ENGINEERING A1VD ROADS A DMSIOIV OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer August 31, 2000 Todd Whipple, P.E. CLC Associates, Inc. 707 West 76 Avenue, Suite 200 Spokane, WA 99204 SUBJECT: P1504B - Hanson Center East lst Submittal Gentlemen: We received your submittal for this project on August 10, 2000. Spokane County has conducted a very cursory review of the road and drainage plans. The submittal generally did not conform to the requirements of the Spokane County Standards for Road and Sewer Construction or the Guidelines for Stormwater Management. We are therefore unable to accept the plans for construction at this time. Our review comments are listed below. These comments are not to be construed as a comprehensive list. There may be other items required for a complete submittal that can be accepted for construction. If you have any questions or comments feel free to call us at 456-3600. Sincerely, William A. Johns, P.E. Spokane County Engineer Gt ' . Ed P~i; P.E. Plan Review Engineer cc: Project file Reviewer (oomments onty) Sponsor: Robert Boy(e, Hanson Industries, Inc., 15102 East Indisna Avenue, Spokane, WA 99216 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133• Todd Whipple, P.E. P1504B - Hansen Center East V Submittal August 31, 2000 Page 2 of 2 1 s` Submittal: GENERAL: 1. Who maintains the ponds? Spokane County does not maintain facilities outside the public Right of Way 2. Need to include O&M instructions, replacement cost calculations for facilities outside the public R/W 3. Please submit two copies of the plans on future submittals; this will make it easiet to provide a markup copy to you while retaining a copy in the County's project file Plans: 1. Need to coordinate pipe size with allowable knockout diameter (17") in the proposed catch basin structure 2. Need to provide a slope of not steeper than 5H:1 V over all portions of the maintenance route down to the pond floors. 3. Need to indicate catch basins & pipes in road profile 4. Nced to provide a profile of the storm pipe systems 5. Pond B contours need to be coordinated with the pond floor elevation callout 6. Temporary cul-de-sac: 6.1. Need to coordinate radius point station & offset callout with the plan 6.2. Need to provide metal beam guardrail at plat boundary, similar to that indicated on Standard Plan Sheet A-10 (Temporary cul-de-sac) 6.3. Does the Fire District concur with the proposed Cul-de-sac configuration? 6.4. Has a temporary easement east of the piat limit been considered for a temporary tumaround? 7. Are slope easements needed for grading (e.g., around stations 179+OORT, 181+00 LT)? If so, limits of siope easement should be indicated. Limits of cut/fill should also be indicated. 8. Station & detail are needed for the maintenance acc.ess curb openings 9. Striping & Channelization Plan is neeaed for Indiana Avenue 10. Are any special specifications for pipe bedding needed for the PVC pipe at the indicated depth of cover? 11. Road section needs to inciude swales behind the curbline, as indicated on the roadway section discussed in April 1999 Calculations: 1. Need to coordinate the basin limits with the plans for P1504A (adjacent to the west boundary of this project) and the actual field conditions. 2. Need to provide calculations for ponding width at the inlets. Calculations need to demonstrate that the ponding width in a sump condition will not exceed 6' from the face of curb, and will not exceed 6' &om the face of the curb in an "on-grade" condition. 3. Need to provide AASHTO calcs for pavement section (per Pre-Design Meeting notes) 4. TR-55 analysis aLso needs to evaluate the separate bydrographs for the pervious and impervious areas 5. Need calculations for the outlet pad sizing and rock gradation 6. Junction head lasses due to the bend angie need to be considered in the pipe calculations 7. Need calculations for future flows to pipe system serving Basin B 8. Do ihe backwater calculations consider whether or not the pipe.s are in a subcritical or supercriticaI flow regime? RECE:NiED AU G 1 ~:j 2000 ' . Submittal Checklist SPO C UNTY ENGINEER for Road & Drainage Projects in Spokaae County - Plats/Sho a~s . ?'his Submittal Checktist is to be completed and signed by !he Sponsor's Engirseer, and included with each plan submittal into the Spokane County Engineers O~fice. IJ ttris form is not fully completed and sig»ecl, do nof submit plans and calculations to Spokane Coicnry for review and acceptance. Incomplete submittals wi11 be returned and will cause Unnecessary detays for your client. . Project Name: ~Ia t-1 "50 Spokane Counfiy Project No. -Date:- Project Engineer: Ph"one: Pro~ect Sponsor. GZ~f'~7'Z- Phone. ~ . A. 'Preliminary Process Prior to Submittal of Road and Drainage Plans, the following events are to have already occurred: (By checking each item off showrr below, you are staling that you have verified these eventeitems have been completed.) ' Adoptio❑ of a Hearing Exarniner's Report for this long plat, or a Plann.ing Report for this short plat. At least one Pre-Design Meeting has been held with County staff at the Engineers Office. An "Agreement to Pay Fees" has.been signed by the project sponsor, and submitted to the County , . Engineers Office. . 0 A Channelizatioa Plan (e.g. sigaing a.nd stripi.ng plan) of public roadway improvements, has been , coordi.n,ated a.nd discussed with the County Engineers Office. J4 B. Road and DrainagePlan Submittal The items listed below are to be provided as a minimum with a road and drainage -plan submittal. Additional information may be required to demonstrate that the plans meet all applicable standards. (By checking "yes" for each item shown betow; you crre verifying that*these itenss have•.beencoirrpleted artd are irrcluded in this submittal. For any box checked "rrlaa written justification of any omissions cit the end. oJthis sectron is required.) . ' • Item Description Eyyes Road and drainage plans, two print sets. (Certification statemenr on- cover of plans) r~ O.yes W"n/a (Jae set of plans on 24" x 36" mylar media, or CAD electronic file =.DWC or.DXF format . [3~yes Each Plan Sheet of record is signed and.dated tiy tlie project'sporisor. : : - GYYes - . , 'The roadand :drainage design :meets: the requirenients~:ot`State`:: law; :WAC ~ 1-96 2T regarding - , "conforriuty.with accepted - standards";:tliat is,- the designreflects~:the : "state,_ of -ttie ~practice" . . . , - for the proposed concept. - . . , _ . . . . - . al,"yes - The plans, Drainage Report, basin map(s),. and a.ny. ~other.calculations are stamped,; signed and dated by an engineer-Gcensed in:the State of Washin~ton: - ' . ' . . . . : " 0/yes 0 n/a Drainage Report, two sets: To include: basin map(s), time of concentration routes in basin . map, and Certification statement on cover of report and basin mav. b yes '2"-n/a Geotechnicai Report, one set. (Include all soil test pit/boring logs.) ' 0 yes V nla Structural Pavement Calculations, one set ~~T~Oi N~ ~?CIS« (V~ S~,T1bl~ . 'O yes B"'ri/a Cross-slope grade calculations - for road widening projects. - ~ Item Description - O yes n/a 1~laintenance Manual and Sinking Fund calculations for drainage facilities located outside of County road right-of-way. 0'yes 0 n/a Written explanation of who/what entity will be responsible for maintaining drainage facilities which are located outside of public road right-of-way, and that the plan is acceptable to the County Engineers Office. , . 0 yes Vn/a Channelization PIan, or signing and striping information provided in the road plans.- To be included in raad and draina~e plan set. Q,yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and Conditions (short Qlat), for this project. The desiga meets the cond.itions in the report. . 0 yes Q,'~n/a Copy of Approved Design Deviations. O yes Q-'n/a Fire District Approval, for private roads: O-yes 2'*nla Lot Ptans. Required for aoy lots with drainage easements anci which front a public road, or • - - for lots which receive and treat ru.noff from a public nght-of-way. /-)oT /?E511)4ei~M- Lo -7s D yes 0' n/a - Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA,- etc.). For Pernuts with conditions, a copy of the pernut and conditions are included in the plan submittal. . ~ D yes 0 n/a Inspection Agreement behveen the sponsor and its engineer. -IV~~/L6~~l~Cl, 0 yes 2-n1a Foc off-site easements to be granted to. Spokane County., the following items shall be included: legal description, e~hbit, a.nd proof of ownership. 9'yes 0 n/a Erosiod Control Plan, required for "Major Land-Disturbing Activity." To be included in the - road and drainage plan set. .5a4~191r Explan.ation for any items listed above which are not included in this submittal: (Note: an insufficient justification of why an item was not incIuded in the submitted, or incomplete documents, may result in the subnuttal being returned without review or without acceptance. _Provide attachments if necessary.) By- signing below, the engineer is stating that tlie information- provided in the submict.al is complete, that the i.nfornZation provided i.n ihe Submi,ttal Chec-list is accurate, and-the plans and calculations are in 'accordance with - the Spokaxie County~-- Starirds for Road &;Sewer '•Co - 'truction;. andthe Guidelines for Stormwater - Management, except wtiere. '-approv d D i* Dev,iation.all_ , s otherwise. . Engineer's Signatu . ~ . - D a'ue: . . . . _ . . . - - . - . - . . . . . Engirieer's Namie:' ~ ~ - : . - _ . . (please print) , : . - . • • . 1, f there ' are- any questions'about this form, or appropriate procedures, please call Development Services, Spokane Co.untyPublic Works, at (509) 456-3600. For Spokane County Use Only - No CountY Plan Reviewer: PA 9Q Subrru 'ttal _ .C . . _ . , . . . . - . :,-'=r~' " • . • ' ' • - ' ' . ~ Accepted .in for Review Returned to the engineer without r' acceptance, See attached letter of explanation. - - Processing Date: '3l /hU,. G~,1 Submittal Checklist . 2 Spokane County Public Works; April 29, 1998 . • ~ ~ ~ ~ ~ ~ i~~~~ n ►~na ~ur~t►n9 ~r~r ra:►~"a~ ~ ~ En~maef~"~' NSSOC1 Nt~sl C+ ctc ~ ~l 1 ~ ~ ~ ~ ~ ~ ~ . , I ~ II J ~ ~ 1 ~ ~ VAN co ov ~ ~ - ~ ' 1 ~ { ' . ~ I I h ' l - . I , DRAINAGE REPORT ~ tfor Rt-M,_ON CENTER EAST t- I AUG 1Q 2000 August 2000 CLC No. 98573 ~ SPOKANE CO TY NEER 1,00T Prepared by: CLC Associates `707 West 7th Suife 200; Spokane, WA 99204 ~ (509)458-6840 ; - This report has been prepared by Susan Murphy, E.I.T and by the staff of CLC Associates, under the , direction of the undersigned professional engineer whose seal and signature appear hereon. fl . ~ - Wti . ZF s q~,~ 25 62 FsIsTER s /pNAI. , - EXPIRES 9/24/ ~ ~ Todd R. Whipple, P.E. - 'I ~ . ~ l° ~ { . 1 ' 1 I Hanson Center East Storm Water Technical Evaluation Narrative GEIYERAL ~ The Hanson Center East development is a commercial site which is being final platted, dividing the property into 16 lots, situated on approximately 66.7 acres. The site is located east of Sullivan Road, north of Interstate 90 and south of the Spokane River in Spokane county. The site is currently vacant, with field grass the predominant cover. A haul road has been cut into the property, and truckloads of large boulders have been hauled away. The future extension of Indiana Avenue will generally bisect the site. There is commercial development west of Sullivan Road, and south across Interstate 90. The adjacent property _ to the east and northeast remains undeveloped. The Spokane River and Centennial Trail are directly, separated by a former railroad right-of-way along the north end of the property. A location and vicinity map is included in the appendix. ^ PURPOSE The purpose of this drainage report is to determine the extent of storm drainage facilities which will be required to dispose of stormwater runoff created by this development. The ~ storm drainage facilities on this project were designed to dispose of runoff from a 10-year ' design storm. Additionally, the runoff from the 50-year storm was checked for each basin to insure that the runoff can be contained within the ponds proposed. This development is within the Aquifer Sensitive Area of Spokane County and is subject to '208' requirements. ~ The Intensity, Duration, and Frequency (IDF) curves for the Spokane, Medical Lake, Reardon, Cheney and Rockford area were used for all drainage calculations. ~ ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, was -used to determine the peak flow discharges and runoff volumes. , PROJECT DESCR/PTION The project is located in southwest quarter of Section 12 and the north half of Section 13, ; Township 25 N., Range 44 E., W.M. in the Spokane valley, Spokane County, Washington. i r TOPOGRAPHY " The site rises from the northwest corner to the southeast corner at a generally gentle rate of 2-3%. The former railroad roadbed is elevated from 2 to 5 feet above the adjacent area, ' and prohibits surface flow from crossing the Centennial Trail area to the Spokane River. The existing ground on the south side of the future Indiana Avenue is below the elevations of the adjacent Interstate 90 westbound lanes and westbound off-ramp, and the site will be regraded to allow the proposed commercial pads to be closer in elevation to the freeway , ~ I I ~ elevations, The future lots on the north side of Indiana Avenue will be regraded to a leeser degree. SOILS ~ As can be seen from the accompanying soils map from the Spokane County Soils Survey as performed by the SCS, the site consists of a Class A soil type. The soil description is as follows. I GgA - Garrison Gravelly Loam, 0 to 5 percent slopes: This complex of soil is a ~ somewhat excessively drained soil with moderately rapid permeability. Surface runoff is slow, and there is only a slight hazard of water erosion. Spokane County Guidelines for -1 Stormwater Management indicate this to be a Soil Group Type B and pre-approved for , drywell installation. Hydrologic Soil Class►fication - B - - ~ I - GnB - Garrison Very Stony Loam, 0 to 20 percent slopes: This complex of soil is a somewhat excessively drained soil with moderately rapid permeability. Surface runoff is . slow, and there is only a slight hazard of water erosion. Spokane County Guidelines for - Stormwater Management indicate this to be a Soil Group Type B and pre-approved for drywell installation. , Hydrologic Soil Classification - B ~ DRAINAGE NARRATIVE ^ As stated previously, the proposed Hanson Center East site will be final platted into ~ commercial size lots, with access from the extension of Indiana Avenue, east of Sullivan Road. Storm drainage design included herein is for Indiana Avenue only, as the ^ commercial lots will be responsible for their individual design and maintenance on a per lot basis. Off-site ~ The area adjacent to the southeastern portion of the plat drains toward the proposed lots. A 50 year design storm has been analyzed for this basin . The offsite area flowing toward the Hanson Center East plat is easily identified, as it is bounded by Flora Road on the east and Interstate 90 on the south. , i - On-site ' All draina9e will be collected and treated usin9 the recommended procedures as described ~ in the Spokane County Guidelines for Stormwater Management. The project consists of four basins; A, B, C and D. Basins A and B refer to the onsite basins, C and D to the - , basins with offsite flows. i iI • l_ I r "1 ! '208' Calculations i . As shown on the '208' calculation worksheets included, the '208' storage volume provided I is adequate to perform '208' treatment for the runoff created by the first half-inch of rainfall upon the Indiana Avenue asphaltic surfaces within the basin it serves. ~ ~-J DRA/NAGE CALCULATIONS SUMMARY - Bowstring calculations have been included for individual basins to determine the extent of - storm drainage facilities required for the 10-year event and 50-year events. The basin characteristics are summarized below with the remaining calculations in the appendix. ~ Table No. 1- Basin Summary Table - Areas _'~F 35p ~,.py~~ F.' , r:: , _ ' 'Aji~~i `~t: ~s.;'s:c:`Rb.4;,_ , ' ~~.~y4„i."~ou f ,k' • . t ~Arvit T~otal.Are•a pe, ts~_.,.. - - Cunre ':ti ' ' 1.. f } ir.• i ' - . ` ' : . ^=_:,.3 -(,s:f /-~acre) . - = : •.v~:i_ tr-::.~...~_.d.~__ ~ A 793,095/18.21 143,684/3.30 73 Sub-Basin A1 570,910/13.11 71,964/1.65 70 ~ B 1,036,882/23.8 80,137/1.84 70 _ Sub-Basin B1 690,568/15.85 39,574/0.91 69 . Table 2 summarizes the `208 requirements by pond. Please note that the `208' volumes - provided are based on 8" pond depths, and that side slope volume is NOT included in calculating the provided volumes. ~ Table No. 2-`208' & Drywel! Summary ~ . . . , , _ • - -"'`'"x'~~-~ . Ds. Vol'ume gryw,el,ls Rq~ui:red~~('~c~f~~}~_ P3ided I .t ~.a pRM F' ru1:.,: ~ AL.2.w. K±fYFiLv'r..., r._ Y J_ A 5,987 6,057 2-`B' B 3,339 3,417 1-113' , Type A is a Spokane County Standard Drywell - Single Depth, Capacity 0.3 cfs Type B is a Spokane County Standard Drywell - Double Depth, Capacity 1.0 cfs 7i . I ~ I~ . Table 3 summarizes the pond information found in the drainage calculations in the - appendix. Table No. 3- Pond Summary tg.:F: ~ y 2.'+' ~ ~ %~i}'•`~` onc! ~Te_fftcrn~~.,~ M~ax<imsum~Wtater:~ Pond,~ a;;P~ m ~"-'1".4.i..~' - * Ai'•i ~.£~`si,'~~ri':~W„~~ •^•^~G = .E~le~ati .on E~1'e~at~io~nti+~. tr Su:rface_- P`rouicied~(ft~)`-' ~as = i_ i~d.t~-~ ~ n;~` ~ i~' t'."' g#~?F,^ • t' e„~:L" •-c ~z" ,~O ~ i~.=:,- ` ' Elev~ati,o;n:.; " _ . ~ - ' F:~C_,. ~t i~..,y ~ ~u'a.P" : • _ '-ykJ ~ti~ ~ , EY~~• ` +~'~j Yi. _ }t ~ 'S~^" ~ ~ _ _ - ' ` C.-±.4. ~ ~*.~~'rt • _ •r;: ~ * • 9(~~. ~y`^'{~_~. - ~ 4` , . ~ r,,~~.,.ro»~~-,a(10~r./~50.yr.)n - _ . , <<~'7?}.•~y, / ~~FJ1l~~..~L..:i"' .~MP.i"~I' ~ ~~YT~ •.'~~n~~RY'LJ "Y- ~fAl.ri~~Zw~#rl. ~ i,i ~ ~ ~ .-.:~Z'YC..Ht~'-.~ ~f.~. ~~Li~Jln'RC".s'lY~ I I _ A 1974.50 1980.00 1975.49I1975.88 4.12 B 1988.11 1993.00 1989.74/1990.16 2.71 i ~ CONCL USION As demonstrated by the calculations and body of this report, the storm drainage facilities provided in the design will adequately store and dispose of the storm water from the site. ; Additionally, the "208" area required for the street impervious areas is provided. ~I I ~ -1 ~ ~i ~ ~ ;j ~ ' ~ ~ ~ ~ i I I ' APPENDIX MAPS VICINITY MAP SOiLS MAP i~ DRAINAGE CALCULATIONS ~ - . ON-SITE: 10-Yr., 50-Yr. - BASIN MAP 'i l' . i j ~ ~i ~ ~ i , ~ I` ~ ~ ~ ~ , ~ , ~ ~ ~ ~1 I , ~ , ~ i ~ ' ~ ~ ~ , ~ 1 . ~ 1 ~ ~ ~ , , y 1 1 ~ 01 0 ~ 02 ~ ~ RR ~ 04 3 ~ E~c~~o ~ ~n 200 QKP~~ L~CA-~ N sP ~ P ° 12 1 ' 11 ~ r _ ~ . t-9p ~ V,,,s.sroN i ` 1 r- ,`k- pARY, 1 - , ~ ~ SPR ~E t t ~ CJ _ ~ ~ 4 24 w ITY ~ , v ~IN , , . , - ~ ~ ~ . SOILS MAP, ~ ~ ~ ~ ~ - - ~ . , ~ ► ~ ~ ~ SCS SOIL SURVEY OF SPOKANE COUNTY SHEET 67 ~ . i i - yVY ~•-~i ~tt{%„'~ t . ~ • ' ~~t.~ ~~~j h N . ~■f~f~ ~t., . 'r ~ ~ +y' ~ `1 1~ 5'1i 1 ! 9. 1'"-J 'f 1 , i.~'~/1V i . .4~;i,_~. 1. ~ .:P• ~ ~ ~ - ~ r , , * . ~ 1~ ~ ti ~ , ~ + . • ~ W.' 1 ~ ~ . ~rtIr~~ •L. _ ~ L~'C~~~,~i1V"~~ LY•~ r~l~~~ »r,~+*"''T'"r~ . 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Quick TR-55 Ver.5.47 S/N: Executed: 09:00:54 07-12-2000 Hanson Center East ` Storm Darinage Analysis Basin Areas multiplied by a factor of 10 ~ i~ i ; RUNOFF CURVE NUMBER SUMMARY ~ . . . . ~_J~ ~ Subarea Area CN - ~ Description (acres) (weighted) ~ ~S~n ~ 182 . 10 73 ~ ~ I 4 r~ ~ 4 ~i , ' L ~ . ~ ~ i i' l. ~ ~ i ti Quick TR-55 Ver.5.47 S/N: Executed: 09:00:54 07-12-2000 ~ . C' Hanson Center East Storm Darinage Analysis ti Basin Areas multiplied by a factor of 10 l~ RUNOFF CURVE NUMBER DATA f~ I' r_ Composite Area: ~ ) AREA CN ^ SURFACE DESCRIPTION (acres) Impervious area (pavement) 33.00 98 Brush-poor cover 149.10 67 ~ ~ COMPOSITE AREA 182.10 72.6 ( 73 ) ~_,I I ~ -i i ~ i ~ ~ ~ i ~ - , . Quick TR-55 Ver.5.47 S/N: Executed: 08:57:30 07-12-2000 j:/document/98573\573A.TCT II I - RY SHEET F M TATION ;.SUMMA OR Tc or Tt CO PU S ~ (Solved for Time using TR-55 Methods) Hanson Center East Storm Drainage Analysis sI~- Subarea descr. Tc or Tt Time (hrs) Basin A Tc 0.29 ' a ~I 7 S . i~ t~ ; ~ (-j I1 . ~ ~i - _ ~ Q~✓ f' ; Quick TR-55 Ver.5.47 S/N: ~ ~j Executed: 08:57:30 07-12-2000 j:/document/98573\573A.TCT I' Hanson Center East Storm Drainage Analysis ~ ` ' . i, • Tc COMPUTATIONS FOR: Basin A SHEET FLOW (Applicable to Tc only) ~ Segment ID upper ~ Surface description overland Manning's roughness coeff., n 0.1300 Flow length, L(total < or = 300) ft 100.0 Two-yr 24-hr rainfall, P2 in 1.400 - Land slope, s ft/ft 0.0333 0.8 I ( .007 * (n*L) T = hrs 0.18 = 0.18 0.5 0.4 _ ~ P2 * s , j . SHALLOW CONCENTR.ATED FLOW Segment ID middle Surface (paved or unpaved)? Unpaved Flow length, L ft 225.0 Watercourse slope, s ft/ft 0.0667 ~ 0.5 ~ Avg.V = Csf * (s) ft/s 4.1670 ~where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 - T= L/(3600*V) hrs 0.01 = 0.01 _ CHANNEL FLOW Segment ID gutter Cross Sectional Flow Area, a sq.ft 0.24 Wetted perimeter, Pw ft 1.43 Hydraulic radius, r= a/Pw ft 0.166 , Channel slope, s ft/ft 0.0158 " Manning's roughness coeff., n 0.0160 r~ 2/3 1/2 1.49 * r * s V = ft/s 3.5295 ~ n I Flow length, L ft 1200 ~ ~ T= L/(3600*V) hrs 0.09 = 0.09 F E ' TOTAL TIME (hrs) 0.29 , A4 . . i~ l II Quick TR-55 Version: 5.47 S/N: Page 1 . Return Frequency: 10 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Durat ion Storm) li Executed: 07-12-2000 09:07:08 Watershed file: J:/DOCUMENT/98573\573A MOP Hydrograph file: J:/DOCUMENT/98573\573A10.HYD Hanson Center East Storm Drainage Analysis i, ` Input Parameters Used to Compute Hydrograph "y ~ Subarea AREA CN Tc * Tt Precip. Runoff Ia/p ~-'Descript ion ( acres ) (hrs ) (hrs ) ( in) (in) input /used 'Basin A 182.10 73.0 0.30 0.00 2.00 ( 0.32 1.37 .37 Travel time from subarea outfall to composite watershed outfall point. --~I Subarea where user specified interpolation between Ia/p tables. ~ Total area = 182.10 acres or 0.2845 sq.mi Peak discharge = 43 cfs ~ ~ Computer Modifications of Input Parameters IiJ------------------------------------------------------------------------------ Input Values. Rounded Values Ia/p - Subarea Tc * Tt Tc * Tt Interpolated •Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages ~Basin A 0.29 0.00 0.30 0.00 Yes Travel time from subarea outfall to composite watershed outfall point. _l f , I f Quick TR-55 Version: 5.47 S/N: - Page 2 ri Return Frequency: 10 years TR-55 TABULAR HYDROGR.APH METHOD Type II. Distribution (24 hr. Duration Storm) s-- Executed: 07-12-2000 09:07:08 , Watershed file: J:/DOCUMENT/98573\573A MOP , ' Hydrograph file: J:/DOCUMENT/98573\573A10.HYD Hanson Center East Storm Drainage Analysis I Summary of Subarea Times to Peak . Peak Discharge at Time to Peak at Composite Outfall Composite Outfall ~ Subarea (cfs) (hrs) Basin A 43 12.3 ' -Composite Watershed 43 12.3 ~ i ~ ~ ~ ~ r^. I; 1 . - POND-2 Version. 5.21 S/N: " I~ Hanson Center East Storm Drainage Analysis r-~ CALCULATED 08-04-2000 15:56:10 DISK FILE: j:\document\98573\573A VOL Planimeter scale:. 1 inch = 1 ft. * f Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq. in. ) (sq. ft) (sq. ft) (cubic-ft) (cubic-ft) j 1,974.50 91041.00 9,041 0 0 0 ' 1,975.17 10,951.00 10,951 29,942 61688 6,688 1,976.00 11,353.00 11,353 33,454 _ 9,255 15,943 ' 1,977.00 16,298.00 16,298 41,254 13,751 29,694 1,978.00 19,300.00 19,300 53,334 17,778 47,472 2 , IA = (sq.rt (Areal) + ( (Ei-E1) / (E2-E1) ) * (sq.rt (Area2) -sq.rt (Areal) ) ) _ where: E1, E2 = Closest two elevations with planimeter data ' Ei = Elevation at which to interpolate area Areal,Area2 = Areas computed for E1, E2, respectively IA = Interpolated area for Ei Incremental volume computed by the Conic Method for Reservoir Volumes. I j l-Volume = (1/3 ) * (EL2 -EL1) * (Areal + Area2 + sq. rt . (Areal *Area2 ) ) r where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 ~ f' I . , i ; 11 i I !POND-2 Version: 5.21 S/N: Page 1 EXECUTED: 08-04-2000 16:01:22 " ~i ' * * Hanson Center East * Storm Drainage Analysis * ' * * * * i--~ * * Inflow Hydrograph: j:\document\98573\573A11 HYD Rating Table file: j:\document\98573\573A PND ----INITIAL CONDITIONS---- , Elevation = 1974.50 ft " Outf low = 0.00 cf s Storage = 0 cu- f t INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ELEVATION OUTFLOW STORAGE 2S/t 2S/t + 0 (ft) (cfs) (cu-ft) (cfs) (cfs) ~ 1974.50 0.0 0 0.0 0.0 1975.17 0.0 6,688 37.2 37.2 1976.00 1.0 15,943 88.6 89.6 1977.00 2.0 29,694 165.0 167.0 1978.00 2.0 47,472 263.7 265.7 i Time increment (t) = 0. 10 0 hrs. ~ I . ~i ~ i; ~ ~ i-, ,i ~I POND-2 Version: 5.21 S/N: - Page 2 EXECUTED: 08-04-2000 16:01:22 Pond File: j:\document\98573\573A PND lInflow Hydrograph: j:\document\98573\573A11 HYD ~ Outflow Hydrograph: j:\document\98573\OUT HYD ,---INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ~ 11.000 0.00 0.0 ' 0.0 0.00 1974.50 11.100 0.00 0.0 0.0 0.0 0.00 1974.50 ; 11.200 0.00 0.0 0.0 0.0 0.00 1974.50 11.300 0.00 0.0 0.0 0.0 0.00 1974.50 11.400 0.00 0.0 0.0 0.0 0.00 1974.50 11.500 0.00 0.0 0.0 0.0 0.00 1974.50 11.600 0.00 0.0 0.0 0.0 0.00 1974.50 -11.700 0.00 0.0 0.0 0.0 0.00 1974.50 11.800 0.10 0.1 0.1 , 0.1 0.00 1974.50 11.900 0.10 0.2 0.3 0.3 0.00 1974.51 ! 12.000 0.40 0.5 0.8 0.8 0.00 1974.51 12.100 1.60 2.0 2.8 2.8 0.00 1974.55 - 12.200 3.60 5.2 8.0 8.0 0.00 1974.64 ; 12.300 4.30 7.9 15.9 15.9 0.00 1974.79 ~ 12.400 3.60 7.9 23.8 23.8 0.00 1974.93 _ 12.500 2.50 6.1 29.9 29.9 0.00 1975.04 ' 12.600 1.90 4.4 34.3 34.3 0.00 1975.12 12.700 . 1.50 3.4 37.7 37.7 0.01 1975.18 12.800 1.30 2.8 40.4 40.5 0.06 1975.22 12.900 1.20 2.5 42.6 42.9 0.11 1975.26 ~i 13.000 1.00 2.2 44.5 44.8 0.15 1975.29 ~ 13.100 0.90 1.9 46.1 46.4 0.18 1975.32 13.200 0.80 1.7 47.4 47.8 0.20 1975.34 ~ 13.300 0.80 1.6 48.5 49.0 0.23 1975.36 13.400 0.70 1.5 49.5 50.0 0.25 1975.37 13.500 0.70 1.4 50.4 50.9 0.26 1975.39 ~ 13.600 0.70 1.4 51.3 51.8 0.28 1975.40 i 13.700 0.60 1.3 52.0 52.6 0.29 1975.41 13.800 0.60 1.2 52.6 53.2 0.31 1975.42 13.900 0.60 1.2 53.1 53.8 0.32 1975.43 ~ 14.000 0.60 1.2 53.7 54.3 0.33 1975.44 14.100 0.60 1.2 54.2 54.9 0.34 1975.45 - 14.200 0.50 1.1 54.6 55.3 0.35 1975.46 ~ 14.300 0.50 1.0 54.9 55.6 0.35 1975.46 14.400 0.50 1.0 55.2 55.9 0.36 1975.47' 14.500 0.50 1.0 55.5 56.2 0:36 1975.47 i 14.600 0.50 1.0 55.7 56.5 0.37 1975.48 ~ 14.700 0.50 1.0 56.0 56.7 0.37 1975.48 14.800 0.40 0.9 56.1 56.9 0.38 1975.48 14.900 0.40 0.8 56.2 56.9 0.38 1975.48 15.000 0.40 0.8 56.2 57.0 0.38 1975.48 ' 15.100 0.40 0.8 56.3 57.0 0.38 1975.48 , 15.200 0.40 0.8 56.3 57.1 0.38 1975.49 15.300 0.40 0.8 56.3 57.1 0.38 1975.49 15.400 0.40 0.8 56.4 57.1 0.38 . 1975.49 Ao~ . i POND-2 Version: 5.21 S/N: " Page 3IEXECUTED: 08-04-2000 16:01:22 I Pond File: j:\document\98573\573A PND Inflow Hydrograph: j:\document\98573\573A11 HYD ; Outflow Hydrograph: j:\document\98573\OUT HYD ;-iINFLOW HYDROGRAPH ROUTING COMPUTATIONS -TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) , 15.500 0.40 0.8 56.4 57.2 0.38 1975.49 15.600 0.40 0.8 56.4 57.2 0.38 1975.49 15.700 0.40 0.8 56.5 57.2 0.38 1975.49 ~t 15.800 0.40 0.8 56.5 57.3 0.38 1975.49 15.900 0.40 0.8 56.5 57.3 0.38 1975.49 ~ 16.000 0.40 0.8 56.6 57.3 0.39 1975.49 I~ 16.100 0.40 , 0.8 56.6 57.4 0.39 1975.49 - 16.200 0.40 0.8 56.6 57.4 0.39 1975.49 16.300 0.30 0.7 56.6 _52.3 0.38 1975.49 ~ 16.400 0.30 0.6 56.4 57.2 0.38 1975.49 16.500 0.30 0.6 56.2 57.0 • 0.38 1975.48 16.600 0.30 0.6 56.1 56.8 0.38 1975.48 ;-16.700 0.30 0.6 55.9 56.7 0.37 1975.48 ~ 16.800 0.30 0.6 55.8 56.5 0.37 1975.48 Li 16.900 0.30 0.6 55.7 56.4 0.37 1975.47 17.000 0.30 0.6 55.5 56.3 0.36 1975.47 17.100 0.30 0.6 55.4 56.1 0.36 1975.47 17.200 0.30 0.6 55.3 56.0 0.36 1975.47 17.300 0.30 0.6 55.2 55.9 0.36 1975.47 17.400 0.30 0.6 55.1 55.8 0.36 1975.46 , 17.500 0.30 `0.6 55.0 55.7 0.35 1975.46 17.600 0.30 0.6 54.9 55.6 0.35 1975.46 17.700 0.30 0.6 54.8 55.5 0.35 1975.46 17.800 0.30 0.6 54.7 55.4 0.35 1975.46 17.900 0.30 0.6 54.6 55.3 0.35 1975.46 18.000 0.30 0.6 54.5 55.2 0.34 1975.46 18.100 0.30 0.6 54.4 55.1 0.34 1975.45 18.200 0.30 0.6 54.3 55.0 0.34 1975.45 18.300 0.30 0.6 54.2 54.9 0.34 1975.45 i-~ 18.400 0.30 0.6 54.2 . 54.8 0.34 1975.45 ti 18.500 0.30 0.6 54.1 54.8 0.34 1975.45 18.600 0.30 0.6 54.0 54.7 0.33 1975.45 18.700 0.30 0.6 54.0 54.6 0.33 1975.45 18.800 0.30 0.6 53.9 54.6 0.33 1975.45 I 18.900 0.30 0.6 53.8 54.5 0.33 1975.44 19.000 0.30 0.6 53.8 54.4 0.33 1975.44 19.100 0.•30 0.6 - 53.7 54.4 0.33 1975.44 ~ 19.200 0.30 0.6 53.7 54.3 0.33 1975.44 19.300 0.30 0.6 53.6 54.3 0.33 1975.44 19.400 0.30 0.6 53.6 54.2 0.33 1975.44 ' 19.500 0.20 0.5 53.4 54.1 0.32 1975.44 19.600 0.20 0.4 53.2 53.8 0.32 1975.43 19.700 0.20 0.4 53.0 53.6 0.31 1975.43 19.800 0.20 0.4 52.7 53.4 0.31 1975.43 I~ + 19.900 0.20 0.4 52.5 53.1 0.30 1975.42 20.000 0.20 0.4 52.3 52.9 0.30 1975.42 -------------------A~~-------------------------------- t~ I -.POND-2 Version: 5.21 S/N: Page 4 EXECUTED: 08-04-2000 16:01:22 Pond File: j:\document\98573\573A PND 'iInflow Hydrograph: j:\document\98573\573A11 HYD ~,.;Outflow Hydrograph: j:\document\98573\OUT HYD -iINFLOW HYDROGRAPH ROUTING COMPUTATIONS I------------------ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) <<20.100 0.20 0.4 52.1 52.7 0.30 1975.42 ~ 20.200 0.20 0.4 51.9 52.5 0.29 1975.41 ~d 20.300 0.20 0.4 51.8 52.3 0.29 1975.41 ; 20.400 0.20 0.4 51.6 52.2 0.29 1975.41 J~ 20.500 0.20 0.4 51.4 52.0 0.28 1975.40 -20.600 0.20 0.4 51.3 51.8 0.28 1975.40 ~ 20.700 0.20 0.4 51.1 51.7 0.28 1975.40 -20.800 0.20 0.4 51.0 51.5 0.27 1975.40 20.900 0.20 0.4 50.8 . 51..4 0.27 1975.39 ~ 21.000 0.20 0.4 50.7 51.2 0.27 1975.39 21.100 0.20 0.4 50.6 51.1 0.27 1975.39 21.200 0.20 0.4 50.4 51.0 0.26 -1975.39 ^ 21.300 0.20 0.4 50.3 50.8 0.26 1975.39 21.400 0.20 0.4 50.2 50.7 0.26 1975.38 21.500 0.20 0.4 50.1 50.6 0.26 1975.38 ~ 21.600 0.20 0.4 50.0 50.5 0.25 1975.38 f 21.700 0.20 0.4 49.9 50.4 0.25 1975.38 21.800 0.20 0.4 49.8 50.3 0.25 1975.38 ~ 21.900 0.20 0.4 49.7 50.2 0.25 1975.38 ~ 22.000 0.20 0.4 49.6 50.1 0.25 1975.37 _22.100 0.20 0.4 49.5 50.0 0.24 1975.37 22.200 0.20 0.4 49.4 49.9 0.24 1975.37 22.300 0.20 0.4 49.3 49.8 0.24 1975.37 ~ 22.400 0.20 0.4 49.2 49.7 0.24 1975.37 22.500 0.20 0.4 49.2 49.6 0.24 1975.37 22.600 0.20 0.4 49.1 49.6 0.24 1975.37 ~ 22.700 0.20 0.4 49.0 . 49.5 0.24 1975.37 -22.800 0.20 0.4 49.0 49.4 0.23 1975.36 22.900 0.20 0.4 48.9 49.4 0.23 1975.36 23.000 0.20 0.4 48.8 49.3 0.23 1975.36 ~ 23.100 0.10 0.3 48.7 49.1 0.23 1975.36 23.200 0.10 0.2 48.4 48.9 0.22 1975.36 23.300 0.10 0.2 48.2 48.6 0.22 1975.35 23.400 0.10 0.2 48.0 48.4 0.21 1975.35 23.500 0.10 0.2 47.7 48.2 0.21 1975.34 23.600 0.10 0.2 47.5 47.9 0.21 1975.34 23.700 0.10 0.2 47.3 47.7 0.20 1975.34 ' 23.800 0.10 0.2 47.1 47.5 0.20 1975.33 23.900 0.10 0.2 46.9 47.3 0.19 1975.33 ~1 24.000 0.10 0.2 46.8 47.1 0.19 1975.33 24.100 0.10 0.2 46.6 47.0 0.19 1975.33 ~ 24.200 0.10 0.2 46.4 46.8 0.18 1975.32 24.300 0.10 0.2 46.3 46.6 0.18 1975.32 ~i 24.400 0.10 0.2 46.1 46.5 0.18 1975.32 -24.500 0.10 0.2 45.9 46.3 0.17 1975.31 24.600 0.10 0.2 45.8 46.1 0.17 1975.31 i------------------ -------------------~i--------------------------------- POND-2 Version: 5.21 S/N: - Page 5 'EXECUTED: 08-04-2000 16:01:22 Pond File: j:\document\98573\573A PND Eilnflow Hydrograph: j:\document\98573\573A11 HYD I" Outflow Hydrograph: j:\document\98573\OUT HYD ;;INFLOW HYDROGRAPH ROUTING COMPUTATIONS TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ~ s 24.700 0.10 0.2 45.7 46.0 0.17 1975.31 ~ 24.800 0.10 0.2 45.5 45.9 0.17 1975.31 24.900 0.10 0.2 45.4 45.7 0.16 1975.31 'a 25.000 0.00 0.1 45.2 45.5 0.16 1975.30 ~ I 25.100 0.00 0.0 44.9 45.2 0.15 1975.30 25.200 0.00 0.0 44.6 44.9 0.15 1975.29 ; 25.300 0.00 0.0 44.3 44.6 0.14 1975:29 25.400 0.00 0.0 44.0 44.3 0.14 1975.28 I 25.500 0.00 0.0 43.8 .44.0 0.13 1975.28 i 25.600 0.00 0.0 43.5 43.8 0.13 1975.27 25.700 0.00 0.0 43.3 43.5 0.12 1975.27 25.800 0.00 0.0 43.0 43.3 0.12 1975.27 25.900 0.00 0.0 42.8 43.0 0.11 1975.26 L , , ~ I' , ~ ~ i. i~ ~ ~ i ' I POND-2 Version: 5.21 S/N: ~ Page 6 IEXECUTED: 08-04-2000 16:01:22 . ~ ~ SUMMARY OF ROUTING COMPUTATIONS Pond File: j:\document\98573\573A PND ~ Inflow Hydrograph: j:\document\98573\573A11 HYD Outflow Hydrograph: j:\document\98573\OUT HYD , ' Starting Pond W.S. Elevation = 1974.50 ft 1 Summary of Peak Outflow and Peak Elevation Peak Inflow = 4.30 cfs Peak Outflow = 0.39 cfs . Peak Elevation = 1975.49 ft i; Summary of Approximate Peak Storage ~--,Initial Storage = 0 cu-ft Peak Storage From Storm = 10,262 cu-ft Total Storage in Pond = 10,262 cu-ft ~ i _I , I I f ' i . I -'1 11 ~ I ~ ( I I ' POND-2 Version: 5.21 S/N: " Page 7 Pond File: j:\document\98573\573A PND Inflow Hydrograph: j:\document\98573\573A11 HYD Outflow Hydrograph: j:\document\98573\OUT HYD . EXECUTED: 08-04-2000 Peak Inflow = 4.30 cfs 16:01:22 Peak Outflow = 0.39 cfs Peak Elevation = 1975.49 ft i_ . . I i C I l , ~ ~ I ' i ~ I . 1 1 , I __J I I I ' - Flow (cfs) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0- 4.5 5.0 5.5 . I-----I-----~-----I-----I-----I-----I-----~-----~-----~-----I ~i - 11.5 - x I'X ; ~L1.6 - x ~ x ~--11.7 - x x* -11.8 - x* x* ; ;11.9 - x* ' x * 12.0 - x * X * j ;L2.1 - x * x * ~-12.2 - x * I; x * 12.3 - x * x ft2.4 - x * ~ X * 12.5 - x * - X * ?12.6 - x * X * ,-12.7 - x * ~ X * 12.8 - x * x * k12.9 - x * ~ x * 13.0 - x * f- , X * t 'tt3.1 - x * X * 13.2 - x * X * 413 .3 - x * x * ~13.4 - x * „ . -TIME ' (hrs ) _ File: j:\document\98573\573A11 HYD Qmax = 4.3 cfs x File: j:\document\98573\OUT HYD Qmax = 0.4 cfs II' ; . ~f7 ~ ~ ~ ' Qu~ck TR--55 Versivn: 5.47 ~IN: Page 1 Retux'n Fr~equency : 50 years "I`R- 5 5 TABULAR HYDROGR.APH 'METHOD Tyge II. Distribution (24 hr. Duration Storm) . Executed: 07-12-2000 09 : 07 : 08 ~ Watershed file: J: /DDCUMENTf 98573\573A MOP Hydrograph file: J:/DOCUMENT/98573\573A50.HYD ~i Hanson Center East Ft Storm Drainage Analysis ~ Input Fararneters Use~d to Compute Hydr~graph <<<< , Subarea AREA CN Tc *Tt Frecip. Runoff Ia/p ' Description (acres) (hrs) (hrs) (in) (in) input/used ~ aasin A 182.10 73.0 0.30 0.00 2.40 ~ O.51- T.31 .31 -----------_--_---------a______________-s----_--------------------------_____e-- * Travel tirne from subarea autfall to composite watershed outfall point. I-- Subarea vwhere user specif ied interpolation between Ia f p tables. TotaZ area = 182 .1f? acres or 0.2845 sq.rni Peak c1ischarge = 81 cfs j Computer Modifications of Input Farameters ~~<<< mmr Input Values Rounded Values Ia/p ~ Subarea Tc * Tt Tc * Tt Interpolated Ia/P Description (hr) {hr} (har) (hr) (Yes/No) Messages ~asin A 0.29 0.00 0.30 0.00 ,Yes r ----------_g-~-----------------______---~__--------------------___--_--___--- *=Travel tirne from subarea outfall to comgosite watershed outfall point. ~ I ,s - - r- ~ ~ lQ i ~ I Qulck TR-55 VerS1on: S.47 SIN: " Page 2 , << Return Frequency: 50 years ( TR- 5 5 'T'ABULAR HYDROGRAPH METHOD i~Type II. Distribu,tivn i , i (24 hr. Durat ion Storm) ~ Ex2CL1ted: 07-12-2000 09: 07: 08 k ~ inlatershed file: J: fDQCUMENT/98573\573A MOP xyarograph file : - J: /noc~~NT/9a573\573A50. HYD Hanson Center East Storm Drainage Analysis i Surnmary of Subarea Times ta Peak <<<< Peak Discharge at Time to Peak at Cornposite Otitfall Compasite Outfall ; Subarea (cts) (hrs) . Basin A 81 12.3 ~ ~ Composite Watershed 81 12.3 f i I 1 ~ I ~I l l f i ' ~I I r ~f 1 ' i , , ~ _ ~ i~ t' ~ POND-2 Version : 5. 21 SIN: Page 1 , EXECUTED: 08-04-2040 15 : 0l . S5 ~J ~ ~ - Hangon Center East * 5torm Drainage Analysis * - ~ * * * r ~ Inflow Hydrograph: j:\document\98573\573A51 xYID Rating Table file: j:\document\98573~573A pNn , - - - - TNITIAL CONDITIONS- - - i t ElevaGion = 1974.50 ft Outflovu = 0.00 cfs } - ~ Starage - 0 cu- ft INTERMEDIATE ROLTTING GI~EN POND DAT.I~ ~O-MPU'TATIONS -----------=--_-a___y_----- ~ ELEVATI OIV OLTTFLOTrT STCIRAGE 2 S/t 2S / t + 0 (ft) (cfs) (cu-ft) (CfS) {cfs} ~ 1974.50 ' 0.0 0 0.0 0.0 1975 . 17 0.0 6,688 37.2 37.2 1976.00 , 1.0 15f943 88,6 89.6 1977A0 2.0 29,694 165.0 167.0 1978.00 2.0 47,472 253.7 265.7 ~ Time increment (t ) _ 0.100 hrs. ~ I' ~ ~ ~ I ~ i , , -I I ~ ~ I . POND-2 Version: 5.21 S/N: " Page 2- 'EXECUTED: 08-04-2000 16:01:55 Pond File: j:\document\98573\573A PND ;-;Inflow Hydrograph: j:\document\98573\573A51 HYD ;~Outflow Hydrograph: j:\document\98573\OUT HYD ,,---,INFLOW HYDROGR.APH ROUTING COMPUTATIONS '-N~- TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ' 11.000 0.00 0.0 0.0 0.00 1974.50 11.100 0.00 0.0 0.0 0.0 0.00 1974.50 11.200 0.00 0.0 0.0 0.0 0.00 1974.50 11.300 0.00 0.0 0.0 0.0 0.00 1974.50 -11.400 0.00 0.0 0.0 0.0 0.00 1974.50 i-~ 11.500 0.00 0.0 0.0 0.0 0.00 1974.50 ; 11.600 0.00 0.0 0.0 0.0 0.00 1974.50 11.700 0.10 0.1 0.1 0.1 0.00 1974.50 11.800 0.10 0.2 0.3 0.3' 0.00 1974.51 11.900 0.20 0.3 0.6 0.6 0.00 1974.51 , 12.000 0.90 1.1 1.7 1.7 0.00 1974.53 12.100 3.50 4.4 6.1 6.1 0.00 1974.61 12.200 7.30 10.8 16.9 16.9 0.00 1974.80 ~ 12.300 8.10 15.4 32.3 32.3 0.00 1975.08 ' 12.400 6.50 14.6 46.5 46.9 0.19 1975.32 12.500 4.30 10.8 56.6 57.3 0.38 1975.49 12.600 3.20 7.5 63.0 64.1 0.51 1975.60 ~--12.700 2.50 5.7 67.5 68.7 0.60 1975.67 12.800 2.00 4.5 70.7 72.0 0.67 1975.72 ~12.900 1.80 3.8 73.1 74.5 0.71 1975.76 I 13.000 1.50 3.3 74.9 76.4 0.75 1975.79 13.100 1.40 2.9 76.2 77.8 0.77 1975.81 13.200 1.30 2.7 77.3 78.9 0.80 1975.83 13.300 1.20 2.5 78.2 79.8 0.81 1975.85 -13.400 1.10 2.3 78.8 80.5 0.83 1975.86 13.500 1.00 2.1 79.3 80.9 0.84 1975.86 13.600 1.00 2.0 79.6 81.3 0.84 1975.87 13.700 0.90 1.9 79.8 81.5 0.85 1975.87 13.800 0.90 1.8 79.9 81.6 0.85 1975.87 13.900 0.90 1.8 80.0 81.7 0.85 1975.88 14.000 0.90 1.8 80.1 81.8 0.85 1975.88 14.100 0.90 •1.8 80.2 81.9 0.85 1975.88 , 14.200 0.80 1.7 80.2 81.9 0.85 1975.88 14.300 0.80 1.6 80.1 81.8 0.85 1975.88 ~ 14.400 0.80 1.6 80.0 81.7 0.85 1975.88 14.500 0.70 1.5 79.8 81.5 0.85 1975.87 14.600 0.70 1.4 79.5 81.2 0.84 1975.87 14.700 0.70 1.4 79.2 80.9 0.83 1975.86 14.800 0.60 1.3 78.9 80.5 0.83 1975.86 14.900 0.60 1.2 78.5 80.1 0.82 1975.85 15.000 0.60 1.2 78.0 79.7 0.81 1975.84 15.100 0.60 1.2 77.6 79.2 0.80 1975.84 15.200 0.60 1.2 77.2 78.8 0.79 1975.83 ~ 15.300 0.60 1.2 76.9 78.4 0.79 1975.82 : 15.400 0.60 1.2 76.5 78.1 0.78 1975.82 ti - ersion: 5.21 S/N: - Page 3 1 ;~EXECUTED: 08-04-2000 16:01:55 i Pond File: j:\document\98573\573A PND ~-,,Inflow Hydrograph: j:\document\98573\573A51 HYD 1.1.Outflow Hydrograph: j:\document\98573\OUT HYD C-INFLOW HYDROGR.APH ROUTING COMPUTATIONS j,------------------ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION _ (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ; ~ 15.500 0.60 1.2 76.2 77.7 0.77 1975.81 15.600 0.60 1.2 75.8 77.4 0.77 1975.81 `15.700 0.60 1.2 75.5 77.0 0.76 1975.80 15.800 0.50 1.1 75.1 76.6 0.75 1975.79 , 15.900 0.50 1.0 74.6 76.1 0.74 1975.79 ~ 16.000 0.50 1.0 74.1 75.6 0.73 1975.78 ? 16.100 0.50 1.0 73.7 75.1 0.72 1975.77 - 16.200 0.50 1.0 73.3 74.7 0.72 1975.76 16.300 0.50 1.0 72.8 .74..3 0.71 1975.76 ' 16.400 0.50 1.0 72.4 73.8 0.70 1975.75 _16.500 0.50 1.0 72.1 73.4 0.69 1975.74 16.600 0.50 1.0 71.7- 73.1 0.68 1975.74 ; 16.700 0.50 1.0 71.3 72.7 0.68 1975.73 ' 16.800 0.50 1.0 71.0 72.3 0.67 1975.73 16.900 0.50 1.0 70.7 72.0 0.66 1975.72 ~17.000 0.50 1.0 70.3 71.7 0.66 1975.72 17.100 0.50 1.0 70.0 71.3 0.65 1975.71 --17.200 0.50 1.0 69.7 71.0 0.65 1975.71 17.300 0.40 0.9 69.4 70.6 0.64 1975.70 ' 17.400 0.40 0.8 68.9 70.2 0.63 1975.69 17.500 0.40 0.8 68.5 69.7 0.62 1975.69 17.600 0.40 0.8 68.0 69.3 0.61 1975.68 17.700 0.40 0.8 67.6 68.8 0.60 1975.67 j; 17.800 0.40 0.8 67.2 68.4 0.60 1975.67 ` 17.900 0.40 0.8 66.9 68.0 0.59 1975.66 18.000 0.40 0.8 66.5 67.7 0.58 1975.65 ' 18.100 0.40 0.8 66.1 67.3 0.58 1975.65 -18.200 0.40 0.8 65.8 66.9 0.57 1975.64 18.300 0.40 0.8 65.5 66".6 0.56 1975.64 18.400 0.40 0.8 65.2 66.3 0.56 1975.63 ~ ' 18.500 0.40 0.8 64.9 66.0 0.55 1975.63 18.600 0.40 0.8 64.6 65.7 0.54 1975.62 ~18.700 0.40 0.8 64.3 65.4 0.54 1975.62 18.800 0.40 0.8 64.0 65.1 0.53 1975.61 -18.900 0.40 0.8 63.8 64.8 0.53 1975.61 19.000 0.40 0.8 63.5 64.6 0.52 1975.60 ~19.100 0.40 0.8 63.3 64.3 0.52 1975.60 ~ 19.200 0.40 0.8 63.1 64.1 0.51 1975.60 19.300 0.40 0.8 62.9 63.9 0.51 1975.59 19.400 0.40 0.8 62.6 63.7 0.51 1975.59 ' 19.500 0.40 0.8 62.4 63.4 0.50 1975.59 19.600 0.30 0.7 62.1 63.1 0.50 1975.58 19.700 0.30 0.6 61.8 62.7 0.49 1975.58 19.800 0.30 0.6 61.4 62.4 0.48 1975.57 I 19.900 0.30 0.6 61.1 62.0 0.47 1975.56 20.000 0.30 0.6 60.7 61.7 0.47 1975.56 20 ~i . ~ POND-2 Version: S. 21 SfN: - Page 4 - ; ~ EXECUTED: 08-04-2000 16: 01: 55 , E ~ PoT1d ~''11e: j: \dDc11meI"1t\98573\rJ~3A . PND ~ Inflow Hyd,rograph: j : \document\98573\573A51 HYD Dutflaw Hydrograph. j : \document\98573\OUT . HYD INFLOW HYDROGRAPH _ _ _ _ _ _R~3U`'IN~G_COMPU'`ATIONS _ _ _ ~ TIME TNFLOivJ I1+12 2S ft a 2S/t + D QUTFLOinT ELEVA"FION (hrs) (cfs) (cfs) (cfs) (cfs) {cfs) (ft) 2o.1oo 0.30 o.s 60.4 G1.3 0.46 1975.55 20.200 0.30 0.6 60.1 61.0 0.45 1975.55 20.300 0.30 0.6 59.8 60.7 0.4S 1975.54 ' 20.400 0.30 0.6 59.5 60.4 0.44 1975.54 20.500 0.30 0.6 59.2 60.1 0.44 1975.53 20.600 0.30 0.6 59.0 59.8 0.43 1975.53 ~ 20 . 700 0.30 0.6 58.7 59. 6 0.43 1975'. 52 20.800 0.30 0.6 58.5 59. 3 0.42 1975 . 52 20.900 - 0.30 0.5 58.2 5!~.1 0.42 1975.52 ~ 21.000 0.30 0.6 58.0 S8.8 0.41 1975.51 ~ 21.100 0.30 0.6 57.8 58.6 0.41 1975.51 21.200 0.30 0.6 57.G 58.4 0.41 1975.51 21. 300 0.30 0.6 57.4 58.2 0.40 1975 . 50 21.400 0.30 0.6 57.2 58. 0 0.40 1975 . 50 21.500 0=30 0.6 57.4 57.8 0.39 1975.50 21 . 640 0. 30 0,6 55 . 8 57,6 0,39 1975,49 21.744 D.3o 0.6 55.5 57.4 0.39 1975.49 21.800 0,30 0.6 56.5 57.2 0.38 1975 . 49 21.900 0.30 0.6 56.3 57.1 0.35 1975.49 ~ 22.000 0.30 0.6 56.2 56.9 0.38 1975.48 22.100 0_30 0.5 55.0 56.8 0.37 1975.48 22.200 0.30 0_6 55.9 56.6 0.37 1975.48 22.300 0.30 0.6 55.7 56.5 0.37 1975.48 22.400 0.30 0.6 55.6 56.3 0.37 1975.47 22.500 0.30 0.6 55.5 56.2 0.36 1975.47 22 . 600 0.30 0.6 55.4 56.1 0.36 .1975 . 4? 22.700 0.20 0.5 5S.1 55.9 0.36 1975.47 22.800 0.20 0.4 54-.8 55.5 0.35 1975.46 22.900 0.20 0.4 54.5 55.2 0.34 1975.46 23_000 0.20 o.4 54.3 . S4.9 0.34 197S.45 ; 23.100 0.20 0.4 54.0 54.7 0.33 1975.45 23.200 0.20 0.4 53.7 54.4 0.33 1975.44 -1 23.300 0_20 0.4 53.5 54.1 0.32 .1975.44- 23.400 0.20 0.4 53.3 53.9 0.32 1975.44 23.500 0.20 0A 53.Q 53.7 0.31 1975.43 23.644 0.20 0.4 52.8 53.4 0.31 1975.43 23.700 0.20 0.4 52.6 53.2 0.31 1975.42 23.800 0.20 0.4 52.4 53.0 0.30 1975.42 23.900 . 0.20 0.4 52.2 52.5 0.30 1975,42 24.000 0.20 0.4 52.0 52.5 0.29 1975.41 i 24 . 100 0.10 o.3 51.7 52.3 0.29 1975 , 41 24.200 0.10 0.2 51.4 51.9 0.28 197S.40 ~ 24.300 0.10 0.2 51.0 51.6 0.27 1975.40 24,400 0.10 0.2 50.7 51.2 0.27 1975.39 24.500 0.10 0.2 50.4 50.9 0.26 197S.39 24.600 0.10 0,2 50.0 50.6 0.26 1975.38 ------__----------~-~-----------------------s------___ I i I _,POND-2 Version: 5.21 S/N: - Page 5 iEXECUTED: 08-04-2000 16:01:55 , Pond File: j:\document\98573\573A PND ;-,Inflow Hydrograph: j:\document\98573\573A51 HYD ~,Outflow Hydrograph: j:\document\98573\OUT HYD INFLOW HYDROGRAPH ROUTING COMPUTATIONS ~ S TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ~ . 24.700 0.10 0.2 49.7 50.2 0.25 1975.38 24.800 0.10 0.2 49.5 49.9 0.24 1975.37 24.900 0.10 0.2 49.2 49.7 0.24 1975.37 ' 25.000 0.10 0.2 48.9 49.4 0.23 1975.36 I 25.100 0.10 0.2 48.7 49.1 0.23 1975.36 r-25.200 0.10 0.2 48.4 48.9 0.22 1975.36 ~ 25.300 0.10 0.2 48.2 48.6 0.22 1975.35 1 25.400 0.00 0.1 47.8 48.3 0.21 1975.35 ~ 25.500 0.00 0.0 47.4 47.8 0.20 1975.34 ~ 25.600 0.00 0.0 47.0 47.4 0.20 1975.33 ~ 25.700 0.00 0.0 46.7 47.0 0.19 1975.33 25.800 0.00 0.0 46.3 46.7 0.18 1975.32 y ~ 25.900 0.00 0.0 46.0 46.3 0.17 1975.31 I ~ ~ _ _ _ _ _ _ ~ ~ ~ ~ ~ ~ ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - 1 I . i ~ • 1 I 1 f _.J ~ i I ti f~ 7 1 i 1 I I_ , II i; POND-2 Version: 5.21 S/N: Page 6 ~ EXECUTED: 08-04-2000 16:01:55 i' I~ SUMMARY OF ROUTING COMPUTATIONS Pond File: j:\document\98573\573A PND Inflow Hydrograph: j:\document\98573\573A51 HYD Outflow Hydrograph: j:\document\98573\OUT HYD i ;Starting Pond W.S. Elevation = 1974.50 ft ~i Summary of Peak Outflow and Peak Elevation ~Peak Inf low = 8.10 cf.s Peak Outflow = 0.85 cfs Peak Elevation = 1975.88 ft ~ ` i Summary of Approximate Peak Storage _ Initial Storage = 0 cu*- f t i Peak Storage From Storm = 14,589 cu-ft Total Storage in Pond = 14,589 cu-ft ~ I s ~ ) ~ ~ - 3~ . ~ , ; . , A ~ i I POND-2 Version: 5.21 S/N: - Page 7 Pond File: J':\document\98573\573A PND Inflow Hydrograph: j:\document\98573\573A51 HYD Outflow Hydrograph: j:\document\98573\OUT HYD ; EXECUTED: 08-04-2000 Peak Inflow = 8.10 cfs 16:01:55 ~Peak Outflow = 0.85 cfs - ; Peak Elevation = 1975.88 ft I r- ~ I i 4 ~ f j i i ,r- -i . I - -I ~ . 2A i ' I i ; Flow (cfs) . 0.0 2.0 2.0 3.0 4.0 5a0 6.0 7.0 8.0- 9.0 10.0 11.0 ~ ,------~-,_--~-----~C-----~-----~-----~-__a~~------~-----~____T~ ~I 11.5 - x x : l, 7 - x* I ~ X* x* ~ i;L1.9 - x* j X ~ 12.0 - x * ~ x ~ EL 2 . 1 x * * x --~,12 .2 - x ~ ~ x `_12.3 - x * x - 'L 2 . 4 - x ~ 12.5 ° X ~ - x ~ I12.6 - x -1` X -,12. T7 - x * x ~ "-'12.8 - X * x * ~ 12.9 - x -i x * 13.0 - x * x ~ J3. 1 ~C * x -13.2 - x * x * --113.3 - x * X * . -fL 3. 4 - x ~ I TZME (hrs ) ~ Fi3e: J.\document\98573\573A51 HYD Qrnax = 8.1 cfs x Fi l e: a.\document 1 s 8 5 731, OVT . HYD Qrnax = 0.9 cfs ~I i I ~ , . i I ' _ SUBmBASIN Al ~ ~ ~ ~ ; . 3 - ~ I f I ~ . • ~ I~ ( - ~ Quick TR-55 Ver.5.47 S/N: " i' Executed: 15:50:26 08-08-2000 i ~i Hanson Center East Storm Drainage Analysis . RUNOFF CURVE NUMBER SL;iMMARY „ . Subarea Area CN ~ - Description (acres) (weighted) , Sub-Basin A1 147.58 70 ~ - - . , ~ ~ ~ . ~ ti ~J ~ t y~ I ~I A24a . I ~ i~ y I QuiCk TR-55 Ver.5.47 5IN: EXecUted: 15:50:26 0$-08R2000 I i ii HanSon Ceriter EaSt Storm Drainage Analysis ; 4i ~ ~ I ~ RUNOFF CT3RVE NZJMBER DATA Composite Area: Sub-Basin A1 i( f ~ ~ 1'iREti L1V SURFACE DESCRIPT'IDN (acres) E; ----------__:-w-_______ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Srush - poor cover 131.06 67 ~ I mpervi ous are a- pavement 16.52 98 COMPOSITE AREA 141.58 70.5 { 70 } ~ • e • F 6 • • F a a a • a • ~ • r a a • a 4 i i i f • r # r r M # • • • • • • • • • • • • • • • • • • • ~ ^1 r I I I 1 . ~ I . I ~ Lj A ` I Quick TR-55 Ver.5.47 S/N: Executed: 15:56:04 08-08-2000 j:/document/98573\573A1.TCT I i _ SUMMARY SHEET FOR Tc or Tt COMPUTATIONS ' (Solved for Time using TR-55 Methods) "Hanson Center East : Storm Drainage Analysis II Subarea descr. Tc or Tt Time (hrs) ' .Sub basin Al Tc 0.10 ji ~i ; , ; ; - ~f ~ ~ I ~ I I ~ Quick TR-55 Version: -5.47 SfN: Page 1 Return Frequency: 10 years- r~ TR- 5 5 TABULAR HYDROGRAPH: METHDD Type II. Distribution (24 hr. L7urat ion Starm) Executed: 08-08-2000 15:58:14 - watershed file: J: fDQCUMEIVT/98573\573AI MDP ' Hydrograph f i 1e: J: f DOCUMENT f 9 S 5 7 3\5 7 3A 110 . I3YD Hanson. Center East 4 i Storm Drainage Analysis M~ I~ ~ Input Parameters Used to Compute Hydrograph <<<< Subarea ARFA C~T Tc * Tt Precip. l~unof f Ia/P ~ Description {acres} (hxs) (hrs) (ir3) (in) input/used Suk~-Basin A1 147,58 70.0 ~}.lU • 0.00 ___R2.00 1 0.24 1.43 .43 ~-----------------------------_-,~,w_,__----------- Tr * Travel time from subarea outfall to composite watershed outfall point. I - - Subarea where user specitied interpolation hetween Ia/p tables. ~ Total area = 147.55 acres or 0.230G sq.mi Peak discharge = 38 cfs Computer Modifications of Input Parameters <<cc< ~.----a---a_-___--------- _----------s----------__-^----------------------------- -J~ Input Values Rounded Values Iaf p ~ Subarea Tc * Tt Tc * Tt Fnterpolated Ia f A Descriptian (hr) (hr) (hr) (hr) (Yes/No) Messages ~s------------------------------------------------..-_----------------r------------_ Sub-Basin Ai 0.10 0.00 Yes ______---___------------------_____--------------__--R------_--_--------------- ~Travel time from subarea outfall to camposite watershed outfal.l point. Tc & Tt are avaalable ian the hydrograph, tables. ~ I 1 _ J ~ I II l_~I ' i i I Quick TR-55 Version: 5.47 S/N: - Page 2 Return Frequency: 10 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution ; (24 hr. Duration Storm) Executed: 08-08-2000 15:58:14 ! Watershed file: J:/DOCUMENT/98573\573A1 MOP _ Hydrograph file: J:/DOCUMENT/98573\573A110.HYD Hanson Center East Storm Drainage Analysis ' Summary of Subarea Times to Peak ~ Peak Discharge at Time to Peak at Composite Outfall Composite Outfall ' Subarea ( c f s) ( hrs ) Sub-Basin A1 38 12.1 ~ ; Composite Watershed 38 12.1 . , ~ ~ ~j . ~I ~ , ~ 3o t Quick TR-55 Verslon: 5.47 S/N: Page 1 Return Frequency: 50 years' TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution ~ (24 hr. Duration Storm) Executed: 08-08-2000 15:58:14 Watershed file: J:/DOCUMENT/98573\573A1 MOP ~ Hydrograph file: J:/DOCUMENT/98573\573A150.HYD Hanson Center East r~ Storm Drainage Analysis I~ ~ i~ Input Parameters Used to Compute Hydrograph Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used ___~Sub-Basin A1 147.58 70.0 0.10 0.00 2.4-0 ~ 0.41 1.36 .36 ' - * Travel time from subarea outfall to composite watershed outfall point. -,I Subarea where user specified interpolation between Ia/p tables. Total area = 147.58 acres or 0.2306 sq.mi Peak discharge = 77 cfs ~ I Computer Modifications of Input Parameters ~ Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages Sub-Basin A1 0.10 0.00 Yes * Travel time from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. I~ ~ , 't ~ ` A ~ Quick TR-55 Version: 5.47 S/N: - Page 2 ; Return Frequency: 50 years ~ I -TR-SS TABULAR HYDROGRAPH METHOD , Type II. Distribution (24 hr. Durat ion Storm) Executed: 08-08-2000 15:58:14 'Watershed file: J:/DOCUMENT/98573\573A1 MOP Hydrograph file: J:/DOCUMENT/98573\573A150.HYD ~ Hanson Center East Storm Drainage Analysis ~ ; Summary of Subarea Times to Peak z, , Peak Discharge at Time to Peak at ~ Composite Outfall Composite Outfall Subarea (cfs) (hrs) Sub-Basin A1 77 12.1 ~ Composite Watershed 77 12.1 ~ ~ ~ i i i , I; A3~ r~ i~. i, i I ~ BASIN B ~ . , ~ ~ ~ ~ ~ ~ il . _ Quick TR-55 Ver.5.47 S/N: ' ~ Executed: 09:40:39 07-13-2000 ' Hanson Center East - Storm Drainage Analysis Areas are multiplied by a factor of 10 ~ RUNOFF CURVE NUMBER SUMMARY ; Subarea Area CN Description (acres) (weighted) Basin B 172.00 70 i --1 , ~ ~ - ~ ~ ~ ~ ~i ' I ~ Quick TR-55 Ver.5.47 S/N: Executed: 09:40:39 07-13-2000 r ~ i Hanson Center East - Storm Drainage Analysis i; Areas are multiplied by a factor of 10 I; RUNOFF CURVE NUMBER DATA . Composite Area: Basin B ~ , AREA CN ' SURFACE DESCRIPTION (acres) Impervious Area (pavement) 18.40 98 ~ ^-1 Brush-poor cover 153.60 67 ~J COMPOSITE AREA 172.00 70.3 ( 70 ) ~ ~ J ~ - ~ $v ~ . ~ Quick TR-55 Ver.5.47 S/N: ~ Executed: 09:31:46 07-13-2000 j:/document/98573\573B.TCT - SUrMMARY SHEET FOR Tc or Tt COMPUTATIONS , (Solved for Time using TR-55 Methods) 'Hanson Center East Storm Drainage Analysis ,t . ~ Subarea descr. Tc or Tt Time (hrs) ~l Basin B Tc 0.24 - , - . - i ; ~ ~i I ~ ~ -J ' i --f ~ ~ I ~ I ~ ~ I Quick TR-55 Ver.5.47 S/N: - - Executed: 09:31:46 07-13-2000 j:/document/98573\573B.TCT „ Hanson Center East Storm Drainage Analysis , ; Tc COMPUTATIONS FOR: Basin B i SHEET FLOW (Applicable to Tc only) Segment ID upper Surface description overland Manning's roughness coeff., n 0.1300 Flow length, L(total < or = 300) ft 100.0 ' Two-yr 24-hr rainfall, P2 in 1.400 - Land slope, s ft/ft 0.0333 - , 0.8 .007 * (n*L) T = hrs 0.18 = 0.18 0.5 0.4 ~ ~ P2 * s SHALLOW CONCENTRATED FLOW - Segment ID middle ; Surf ace (paved or unpaved) ? Unpaved ~J Flow length, L ft 760.0 watercourse slope, s ft/ft 0.0667 ~ I 0.5 Avg.V = Csf * (s) ft/s 4.1670 ^ where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T= L/(3600*V) hrs 0.05 = 0.05 CHANNEL FLOW ? Segment ID gutter Cross Sectional Flow Area, a sq.ft 0.24 Wetted perimeter, Pw ft 1.43 ~ Hydraulic radius, r= a/Pw ft 0.168 Channel slope, s ft/ft 0.0127 Manning's roughness coeff., n 0.0160 f I 2/3 1/2 1.49 * r * s V = ft/s 3.1931 n Flow length, L ft 60 ' T= L/(3600*V) hrs 0.01 = 0.01 , TOTAL TIME (hrs) 0.24 I i . Quick TR-55 Version: 5.47 S/N: Page 1 Return Frequency: 10 years~ ~I . TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution ~ ~ (24 hr. Duration Storm) Executed: 07-13-2000 09:43:08 Watershed file: J:/DOCUMENT/98573\573B MOP Hydrograph file: J:/DOCUMENT/98573\573B10.HYD ~ Hanson Center East Storm Drainage Analysis J~ Input Parameters Used to Compute Hydrograph li Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used ;jBasin B 172.00 70.0 0.20 0.00 2.00 ~ 0.24 1.43 .43 J _ L------------------------------------------------------------------------------- ~ * Travel time from subarea outfall to composite watershed outfall point. -)I Subarea where user specified interpolation between Ia/p tables. ~ Total area = 172.00 acres or 0.2688 sq.mi Peak discharge = 31 cf s T~ Computer Modif ications of Input Paramete,rs Input Values Rounded Values Ia/p ~ Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages BasinB----------0-24----0-00-----O-2o----O-oO-------Yes - Travel time from subarea outfall to composite watershed outfall point. F~ ~ I' - I i Quick TR-55 Version: 5.47 S/N: - Page 2 Return Frequency: 10 years . TR-55 TABULAR HYDROGR.APH METHOD ,i Type II. Distribution i (24 hr. Duration Storm) - Executed: 07-13-2000 09:43:08 Watershed file: J:/DOCUMENT/98573\573B MOP Hydrograph file: J:/DOCUMENT/98573\573B10.HYD ' Hanson Center East Storm Drainage Analysis il ~ Summary of Subarea Times to Peak ~ Peak Discharge at Time to Peak at Composite Outfall Composite Outfall , Subarea ( c f s) ( hrs ) fBasin B 31 12.2 Composite Watershed 31 12.2 w1 v~ • ~ ~ ~ ~ I , i ~ i POND-2 Version: 5.21 ' S/N . Hanson Center East Storm Drainage Analysis i 1 CALCULATED 08-09-2000 09:23:04 DISK FILE: j:\document\98573\573B VOL 1 , f ~ Planimeter scale: 1 inch = 1 ft. - , * Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq_. in. ) (sq. ft) (sq. ft) (cubic-ft) (cubic-ft) ; ~ 1,988.11 5,123.00 5,123 0 0 0 11989.00 5,902.00 5,902 16,524 _ 4,902 41902 1,990.00 6,633.00 6,633 18,792 ' 6,264 11,166 1,991.00 7,970.00 7,970 21,874 7,291 18,457 1,992.00 9,430.00 9,430 26,069 8,690 27,147 2 IA = (sq.rt (Areal) + ( (Ei-El) / (E2-E1) ) * (sq.rt (Area2) -sq.rt (Areal) ) ) • where: El, E2 = Closest two elevations with planimeter data -J Ei = Elevation at which to interpolate area Areal,Area2 = Areas computed for E1, E2, respectively IA = Interpolated area for Ei I Incremental volume computed by the Conic Method for Reservoir Volumes. . Volume = (1/3) * (EL2-ELl) * (Areal + Area2 + sq.rt.(Areal*Area2)) ~ , , where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 1 I I ~ . ~-i I ' I ! 0-7 l~ 1 ' _ r I ~ ,-_,POND-2 Version: 5.21 S/N: ~ Page 1 ~~EXECUTED: 08-09-2000 09:24:44 , * • - * Hanson Center East 10 year Design Storm * Storm Drainage Analysis * r * * ~ . ; * * ~ ~ * * ~ Inflow Hydrograph: j:\document\98573\573B11 -.HYD Rating Table file: j:\document\98573\573B PND ~ ~ ----INITIAL CONDITIONS---- ~ Elevation = 1988.74 ft - Outflow = 0.00 cfs ~ Storage = 3,470 cu-ft INTERMEDIATE ROUTING GIVEN POND DATA COMPUTATIONS ~ ELEVATION OUTFLOW STOR.AGE 2S/t 2S/t + 0 (ft) (cfs) (cu-ft) (cfs) (cfs) 1988.11 0.0 0 0.0 0.0 - 1989.00 0.0 4,902 27.2 27.2 l 1990.00 0.5 11,166 62.0 62.5 1991.00 1.0 18,457 102.5 103.5 1992.00 1.0 27,147 150.8 151.8 ^ Time increment (t) = 0.100 hrs. ~ . t ~i i ~ I i r ~ i I ~ i ~ I i ~ ~POND-2 Version: 5.21 S/N: Page 2 ,EXECUTED: 08-09-2000 09:24:44 'Pond File: j:\document\98573\573B PND ,Inflow Hydrograph: j:\document\98573\573B11 HYD Outflow Hydrograph: j:\document\98573\OUT HYD ,INFLOW HYDROGRAPH ROUTING COMPUTATIONS ~ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION r (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) 11.000 0.00 19.3 19.3 0.00 1988.74 ' 11.100 0.00 0.0 19.3 19.3 0.00 1988.74 11.200 0.00 0.0 19.3 19.3 0.00 1988.74 I 11.300 0.00 0.0 19.3 19.3 0.00 1988.74 11.400 0.00 0.0 19.3 19.3 0.00 1988.74 ' 11.500 0.00 0.0 19.3 19.3 0.00 1988.74 `--11.600 0.00 0.0 19.3 19.3 0.00 1988.74 11.700 0.00 0.0 19.3 .19_3 0.00 1988.74 ( 11.800 0.10 0.1 19.4 19.4 0.00 1988.74 11.900 0.10 0.2 19.6 ,19.6 0.00 1988.75 12.000 0.40 0.5 20.1 20.1 0.00 1988.77 12.100 1.60 2.0 22.1 22.1 0.00 1988.83 ~ 12.200 3.10 4.7 26.8 26.8 0.00 1988.99 12.300 2.50 5.6 32.2 32.4 0.07 1989.15 .12.400 1.50 4.0 36.0 36.2 0.13 1989.25 ~12.500 1.20 2.7 38.4 38.7 0.16 1989.32 12.600 1.00 2.2 40.2 40.6 0.19 1989.38 ~ 12.700 0.90 1.9 41.7 42.1 0'.21 1989.42 ; 12.800 0.80 1.7 42.9 43.4 0.23 1989.46 ~ 12.900 0.70 1.5 43.9 44.4 0.24 1989.49 13.000 0.60 1.3 44.7 45.2 0.25 1989.51 I 13.100 0.60 1.2 45.4 45.9 0.26 1989.53 13.200 0.60 1.2 46.0 46.6 0.27 1989.55 13.300 0.60 1:2 46.7 47.2 0.28 1989.57 13.400 0.50 1.1 47.2 47.8 0.29 1989.58 13.500 0.50 1.0 47.6 48.2 0.30 1989.59 13.600 0.50 1.0 48.0 48.6 0.30 1989.60 ~ 13.700 0.40 0.9 48.3 48.9 0.31 1989.61 -13.800 0.40 0.8 48.4 49.1 0.31 1989.62 13.900 0.40 0.8 48.6 49.2 0.31 1989.62 I 14.000 0.40 0.8 48.8 49.4 0.31 1989.63 14.100 0.40 0.8 49.0 49.6 0.32 1989.63 i 14.200 0.40 0.8 49.1 49.8 0.32 1989.64 14.300 0.40 0.8 49.3 49.9 0.32 1989.64 14.400 0.40 0.8 49.4 50.1 0.32 1989.65 14.500 0.40 0.8 49.6 50.2 0.33 1989.65 14.600 0.40 0.8 49.7 50.4 0.33 1989.66 I 14.700 0.40 0.8 49.9 50.5 0.33 1989.66 14.800 0.40 0.8 50.0 50.7 0.33 1989.66 14.900 0.30 0.7 50.0 50.7 0.33 1989.66 ' 15.000 0.30 0.6 50.0 50.6 0.33 1989.66 _ 15.100 0..30 0.6 49.9 50.6 0.33 1989.66 15.200 0.30 0.6 49.9 50.5 0.33 1989.66 ~ 15.300 0.30 0.6 49.8 50.5 0.33 1989.66 15.400 0.30 0.6 49.7 50.4 0.33 1989.66 ' !POND-2 Version: 5.21 S/N: Page 3 IEXECUTED: 08-09-2000 09:24:44 ; Pond File: j:\document\98573\573B PND !'Inflow Hydrograph: j:\document\98573\573B11 HYD Outflow Hydrograph: j:\document\98573\OUT HYD ~.INFLOW HYDROGRAPH ROUTING COMPUTATIONS ~ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW 'ELEVATION ; (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) ~ 15.500 0.30 0.6 49.7 50.3 0.33 1989.65 J 15.600 0.30 0.6 49.6 50.3 0.33 1989.65 15.700 0.30 0.6 49.6 50.2 0.33 1989.65 ~I 15.800 0.30 0.6 49.5 50.2 0.33 1989.65 ~--i 15.900 0.30 0.6 49.5 50.1 0.32 1989.65 ~ 16.000 0.30 0.6 49.4 . 50.1 0.32 1989.65 16.100 0.30 - 0.6 49.4 50.0 0.32 1989.65 16.200 0.30 0.6 49.3 _50,.0 0.32 1989.64 ; 16.300 0.30 0.6 49.3 49.9 0.32 1989.64 16.400 0.30 0.6 49.3 49.9 0.32 1989.64 I 16.500 0.30 0.6 49.2 49.9 0.32 1989.64 , 16.600 0.30 0.6 49.2 49.8 0.32 1989.64 16.700 0.30 0.6 49.1 49.8 0.32 1989.64 16.800 0.20 0.5 49.0 49.6 0.32 1989.63 - 16.900 0.20 0.4 48.8 49.4 0.31 1989.63 ' 17.000 0.20 0.4 48.6 49.2 0.31 1989.62 ' 17.100 0.20 0.4 48.3 49.0 0.31 1989.62 ~ 17.200 0.20 0.4 48.1 48.7 0.30 1989.61 17.300 0.20 0.4 47.9 48.5 0.30 1989.60 17.400 0.20 0.4 47.7 48.3 0.30 1989.60 I 17.500 0.20 0.4 47.5 48.1 0.30 1989.59 I-I 17.600 0.20 0.4 47.4 47.9 0.29 1989.59 ' 17.700 0.20 0.4 47.2 47.8 0.29 1989.58 17.800 0.20 0.4 47.0 47.6 0.29 1989.58 17.900 0.20 0.4 46.8 47.4 0.29 1989.57 ~ 18.000 0.20 0.4 46.7 47.2 0.28 1989.57 7,18.100 0.20 0.4 46.5 47.1 0.28 1989.56 18.200 0.20 0.4 46.3 46.9 0.28 1989.56 18.300 0.20 0.4 46.2 46.7 0.28 1989.55 18.400 0.20 0.4 46.0 46.6 0.27 1989.55 ~ 18.500 0.20 0.4 45.9 46.4 0.27 1989.54 I 18.600 0.20 0.4 45.8 46.3 0.27 1989.54 1 18.700 0.20 0.4 45.6 46.2 0.27 1989.54 i~ 18.800 0.20 0.4 45.5 46.0 0.27 1989.53 ~ 18.900 0.20 0.4 45.4 45.9 0.26 1989.53 !1 19.000 0.20 0.4 45.2 45.8 0.26 1989.52 a 19.100 0.20 0.4 45.1 45.6 0.26 1989.52 19.200 0.20 0.4 45.0 45.5 0.26 1989.52 19.300 0.20 0.4 44.9 45.4 0.26 1989.51 19.400 0.20 0.4 44.8 45.3 0.26 1989.51 I - 19.500 0.20 0.4 44.7 45.2 0.25 1989.51 19.600 0.20 0.4 44.6 45.1 0.25 1989.50 19.700 0.20 0.4 44.5 45.0 0.25 1989.50 '--19.800 0.20 0.4 44.4 44.9 0.25 1989.50 19.900 0.20 0.4 44.3 44.8 0.25 1989.50 20.000 0.20 0.4 44.2 44.7 0.25 1989.49 ~ ~~o POND-2 Version: 5.21 S/N: Page 4 'EXECUTED: 08-09-2000 09:24:44 -Pond File: j:\document\98573\573B PND -Inflow Hydrograph: j:\document\98573\573B11 HYD _ Outflow Hydrograph: j:\document\98573\OUT HYD ;INFLOW HYDROGR.APH ROUTING COMPUTATIONS ~ J TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION ' (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) 1-------- 20.100 0.20 0.4 44.1 44.6 0.25 1989.49 ~20.200 0.20 0.4 44.0 44.5 0.24 198'9.49 20.300 0.20 0.4 43.9 44.4 0.24 1989.49 `i 20.400 0.20 0.4 43.8 44.3 0.24 1989.48 20.500 0.20 0.4 43.7 44.2 0.24 1989.48 ,20.600 0.20 0.4 43.7 44.1 0.24 1989.48 '--20.700 0.20 0.4 43.6 44.1 0.24 1989.48 20 . 800 0.20 0.4 43.5 _44_. 0 0.24 1989 . 47 20.900 0.20 0.4 43.4 43.9 0.24 1989.47 21.000 0.20 0.4 43.4 43.8 0.24 1989.47 21.100 0.20 0.4 43.3 43.8 0.23 1989.47 -1 21.200 0.20 0.4 43.2 43.7 0.23 1989.47 ' 21.300 0.20 0.4 43.2 43.6 0.23 1989.46 ' 21.400 0.20 0.4 43.1 43.6 0.23 1989.46 --21.500 0.20 0.4 43.0 43.5 0.23 1989.46 21.600 0.20 0.4 43.0 43.4 0.23 1989.46 ~ 21.700 0.20 0.4 42.9 43.4 0.23 1989.46 ~ 21.800 0.20 0.4 42.9 43.3 0.23 1989.46 r 21.900 0.20 0.4 42.8 43.3 0.23 1989.45 ,22.000 0.20 0.4 42.8 43.2 0.23 1989.45 I 22.100 0.20 0.4 42.7 43.2 0.23 1989.45 J 22.200 0.20 0.4 42.7 43.1 0.22 1989.45 22.300 0.20 0.4 42.6 43.1 0.22 1989.45 -22.400 0.20 0.4 42.6 43.0 0.22 1989.45 J~ 22.500 0.20 0.4 .42.5 43.0 0.22 1989.45 22.600 0.20 0.4 42.5 42.9 0.22 1989.44 22.700 0.20 0.4 42.4 42.9 0.22 1989.44 22.800 0.20 0.4 42.4 42.8 0.22 1989.44 J 22.900 0.20 0.4 42.3 42.8 0.22 1989.44 23.000 0.20 0.4 42.3 42.7 0.22 1989.44 23.100 0.10 0.3 42.2 42.6 0.22 1989.44 -23.200 0.10 0.2 41.9 42.4 0.21 1989.43 i 23.300 0.10 0.2 41.7 42.1 0.21 1989.42 - 23.400 0.10 0.2 41.5 41.9 0.21 1989.42 ~ 23.500 0.10 0.2 41.3 41.7 0.20 1989.41 E23.600 0.10 0.2 41.1 41.5 0.20 1989.40 ~ 23.700 0.10 0.2 40.9 41.3 0.20 1989.40 I 23.800 0.10 0.2 40.7 41.1 0.20 1989.39 23.900 0.10 0.2 40.5 40.9 0.19 1989.39 24.000 0.10 0.2 40.3 40.7 0.19 1989.38 24.100 0.10 0.2 40.2 40.5 0.19 1989.38 24.200 0.10 0.2 40.0 40.4 0.19 1989.37 I 24.300 0.10 0.2 39.8 40.2 0.18 1989.37 24.400 0.10 0.2 39.7 40.0 0.18 1989.36 24.500 0.10 0.2 39.5 39.9 0.18 1989.36 24.600 0.10 0.2 39.3 39.7 0.18 1989.35 ' ~ i( I ~ - ~PDND-2 VerSiofl: S. 21 SIN: Page 5 r i~~'XECUTED: 08- 09--200{] 09 . 24 : 44 iPond File: j:\dacument\98573\5738 PND ~--~Inf ~ow Hydrograph e j: \dacument\98573 \573811 . HYD outf1 ow Hydrog raph: j.1 aocijment \9s 5 7 3\oUT . xYD I ~INFLaw HYnIZoGRAPH ROv~TNG COMPUTATZONs ~ ~ TI~IE Ii~~'L~OW 11+I2 2S/t y0 2S/t + c~ DLTTFZ.,UW ELEVA~°ZO~T ~ (hrs) (cfs) (cfs) (cfs) {cfs} (cfs) {ft} ~ ~24.700 0.10 a.2 39.2 39.5 0.17 1989.35 24.500 0.10 0.2 39.1 39.4 0.17 1989.34 24.900 0.10 o. 2 38.9 39.3 0.17 1989.34 25.000 0.00 0.1 38.7 39.0 0_17 1989.33 25.100 0_00 0.0 38.4 36.7 0.16 1989.32 25 . 200 0.00 0.0 3B.0 38.4 0.16 1989 . 31 25 . 300 0.00 0.0 37.7 38.0 0.15 1989 . 31 25.400 D. DD 0.0 37.4 37.7 0.15 1989.30 ~ 25.540 0.00 0.0 37,1 37.4 4.14 1989.29 25.600 0.00 0.0 36.9 37.1 0.14 1989.28 ~ 25.700 0.00 0.0 36.6 36.9 0.14 1989.27 2s.800 0_00 0.0 36.3 36.6 0.13 1989.27 25.900 0.00 0.0 36.1 36.3 0.13 1989.26 ~ i . ~ ~ ~ ~ ~ ~ ~ f7 . 1 (1 ~i I r I ~_J 1 _ , IPOND-2 Version: 5.21 S/N: Page 6 -EXECUTED: 08-09-2000 09:24:44 , J SLJMMARY OF ROUTING COMPUTATIONS i Pond File: j:\document\98573\573B PND Inflow Hydrograph: j:\document\98573\573B11 HYD Outflow Hydrograph: j:\document\98573\OUT HYD Starting Pond W.S. Elevation = 1988.74 ft ~ Summary of Peak Outflow and Peak Elevation ' l Peak Inf low = 3.10 cf s Peak Outflow = 0.33 cfs Peak Elevation = 1989.66 ft Summary of Approximate Peak Storage ~ Initial Storage = 3,470 cu-ft ~-Peak Storage From Storm = 5, 5 97 cu- f t ~ Total Storage in Pond = 9,066 cu-ft ~ { . ~ 1 ~ a ~ E 1 POND- 2 Vers ion :5.21 Sf N: Page 7 Pond File : j: \document\98573\5738 . PrrD ' -i Inflow Hydrograph; j : \document\98573 \573B11 . HYD Out f low Hydrac~~~p~ : ~ : \docur~en-t \9 857 3 \OUT . i~YD EXECUTED: 08-09-2000 Peak Inf low _ 3.10 cfs 09: 24: 44 ~ Peak Outflow = 0.33 cfs .L Peak Elevation - 1989.56 ft ~ ~ ~ . - ~ ~ ~ I ~ I ~ r 1 - Flow (cEs) . r ~1 0 0 0.5 1.4 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ~ ~ ~ ~ I I ~ _R---- ~ ~ I I - x ~ x x - r-, x { , 1.1. 6 - x x - ~,.1:1 . 7 - x i X* X* x* -i. 1.9 - x * - f x ~ 12.0 - x ~ x '2.1 - x ~ JS 12_2 - x x ir 2_ 3 - x * -A x ~ . 2. 4 - x x * ~2 0 5 - x * x IL2. 5 ~ x ~f x ~ 12.7 - x * I-] x * 112.8 u x * x * ~~.2 . 9 - x ~ . L~.a - x ~ ~3.1 - X * ~ x 13.2 - x * - ~ * 13.3 - x ~ - TIME (hrs) u * File: j: \document\98573\573811 xYD Qmax ~ 3.1 cfs ~ x File: j:\docurnent\98573\OUT HYD Qmax = 0.3 cts ~ L ,i ~ ~ , 1315 ~ i i ~ Quick TR-55 Version: 5.47 S/N: Page 1 . Return Frequency: 50 years TR-55 TABULAR HYDROGR.APH METHOD Type II. Distribution ~ ~ i (24 hr. Duration Storm) Executed: 07-13-2000 09:43:08 ~ Watershed file: J:/DOCUMENT/98573\573B MOP i Hydrograph file: J:/D0CUMENT/98573\573B50.HYD Hanson Center East Storm Drainage Analysis Input Parameters Used to Compute Hydrograph Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used , ~ ~~Basin B 172.00 70.0 0.20 0.00 2.40 ( 0.41 1.36 .36 * Travel time from subarea outfall to composite watershed outfall point. -7 I Subarea where user specified interpolation between Ia/p tables. , Total area = 172.00 acres or 0.2688 sq.mi Peak discharge = 66 cfs ~ , i~ Computer Modifications of Input Parameters Input Values Rounded Values Ia/p " Subarea Tc * Tt Tc * Tt Interpolated Ia/p v~ Description (hr) (hr) (hr) (hr) (Yes/No) Messages -1,3asin B 0.24 0.00 0.20 0.00 Yes J-* - ------------------------------------------------------i Travel-time-from-subarea-outfall-to-composite-watershed-outfal point . - - - - - - ~ ~ i~ 1 I ~ 1 I ~ ( - Quick TR-55 Version: 5.47 S/N: - Page 2' Return Frequency: 50 years i ; TR-55 TABULAR HYDROGR.APH METHOD ; Type II. Distribution ' (24 hr. Duration Storm) Executed: 07-13-2000 09:43:08 ,i Watershed file: J:/DOCUMENT/98573\573B MOP -Hydrograph file: J:/DOCUMENT/98573\573B50.HYD ' Hanson Center East Storm Drainage Analysis " , Summary of Subarea Times to Peak _ Peak Discharge at Time to Peak at i; Composite Outfall Composite Outfall Subarea (cfs) (hrs) Basin B 66 12.2 Composite Watershed 66 12.2 _l ~ L J I ~ I I . - ~ • 1 , ~ ~ - I t _ ,---POND-2 Verslon: 5.21 S/N: Page I f ;EXECUTED: 08-09-2000 09:25:45 i * Hanson Center East 50 Year Design Starm * * Storrn Drainage Analysis * * ~ ~ - ~ ~ ~ Inf1Qw Hydrograph: j :\document\98573\573B51 HYD Rating Table file; j = \dacurnent\98S73\5735 . PND ~ i ; - - - - INITIAL CDNDITIOIVS- - - - Elevation = 1988.74 ft Dutflow - 0_ 00 cfs ~ Storage 3,470 cu- ft 31VTERMEDIATE ROUTING 1 GIVELY POJ.Y LJ DA1 tl l.. LJl•1 PkJ .l A.4 TONS - - - - - _ _ - - - - - - - - - - -a _ , _ ELEV,AT I ON OLTTFLOW STORAGE 2S /t 2 S/ t + D (ft) (cfs) (cu-ft) (cfs) (cfs) - - - - - - - - - - ° - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - _ _ -r 1988.11 d.~ 0 0.0 0.0 1999.00 0.0 4,902 27.2 27.2 S 1990 . 00 0.5 11, 166 62.0 52 . 5 1991.00 1, 0 18,457 102. 5 103.5 1992.00 11.0 27,147 150.8 151.B _J Time increment (t) = 0 . 100 hrs. _J ~ ~ ~ . . . I PDND-~ ~erS1oI7.: 5 . 21 SfN: Page 2 - ^EXECUTED: 08-09-2000 09:25.45 i --~Pc~nd File : j :\dvcument\98573\573B . PND ~..~Inflow Hydrograph: j. \document\9s57'3\573B51 . HYD outflow Hydrogragh; j :\docurnent\98573\OL3T xYD r~ ~ I.INFLOW HYDROGRAPH RC]LT`I'ITVG CDMPUTATZDNS TIN1E INF"LOW 11+I2 2SJt - 0 ~ 2S/t + O OUTFLOW ELEVATION ; (hrs) {cfs} (cfs) {cfs} (cfs) {cfs} (ft) -t-a-r--- ~ ll.ooo 0.00 19.3 19.3 .a.oo 1988.74 11.100 0.00 0.0 19.3 19.3 0.00 1988.74 11.200 0.00 0.0 1-9.3 19.3 0.00 1988.74 11.300 0.00 0.0 19.3 19.3 0.00 19BB.74 i{ 11.400 0.00 0.0 -19.3 19.3 0.00 19BB.74 11.500 0.00 0.0 19.3 19.2 o_.oo 19ee.74 11.600 0.00 ~ 0.0 19.3 19.3 0.00 1988.74 J~ 11.700 0.10 0.1 19.4 19.4 0.00 1988.74 11.800 0.20 0.3 19.7 19.7 0.00 : 1988.75 11.900 0.30 0.5 20.2 20.2 0.00 1988.77 ~12.000 1.40 1.7 21.9 21_9 0.00 1988.82 J 1 12,100 4.50 5.9 27.8 27.8 0.01 1989.02 1 12,200 6.60 11.1 38.5 38 . 9 0.16 1989.33 12.300 4.90 11.5 49.4 50.0 0.32 1989.55 -J12.400 2.90 7.8 56.3 57.2 0.42 1989.85 12.500 2.10 5.0 60.4 61.3 0.48 1989.97 ~12.600 1.70 3.8 63.1 64.2 0.52 1990.04 12.700 1.54 3.2 65.2 66.3 0.55 1990.09 12.B00 1.20 2.7 56.8 67.9 0.57 1990.13 12.900 1.20 2.4 68.0 69.2 0.55 1990.16 I 13.000 1.10 2.3 69.2 70.3 0.60 1990.19 13.100 1. 00 2.1 70.0 71. 3 0.61 1990.21 13.200 0.90 1.9 70.7 71.9 0.61 1990.23 13,300 0.60 1.7 71.2 . 72.4 0.62 1990.24 ~-.13.400 0.80 1.5 71.5 72.8 0.62 1990.25 13.soo 0.80 1.6 7-1.9 73.1 0.63 1990.2.6 13.600 0.80 1.6 72.2 73_5 0.63 1990.27 13,700 0.80 1.6 72.5 73.8 0.64 1990.27 13.800 0.70 1.S 72 . 7 74.0 0.64 1990 . 28 13 . 900 0.70 1.4 72.9 74.1 0.64 1990.28 14.000 0.70 1.4 73.0 74.3 0.64 1990.29 -~14.100 0.70 1.4 73.1 74.4 0.64 1990.29 14.200 0.60 1.3 73.1 74.4 0.64 , 1990.29 14.300 0.60 1.2 73.0 74.3 0.G4 1990,29 14.400 0.60 1.2 72.9 74.2 0.64 1990.28 14.500 0.60 1.2 72.8 74.1 a.64 1990.28 14.600 0.60 1.2 72.8 74.0 0.64 1990.28 14.700 0.60 1.2 72.7 F4a 4l 0.64 1990.2V 14.800 0.60 1.2 72.6 73. 9 0.64 1990.28 14.900 0.50 101 72.4 73.7 0.54 1990.27 15.000 0.50 1.0 72.2 , 7-3.4 0.63 1990 . 27 1--, 15 e10a 0.50 1.0 71.9 73.2 0.63 1990.26 15.200 0.50 1.0 71.7 ~ 72.9 0.63 1990.25 15.300 o.Sa 1.0 71.4 72.7 o.~~ 1990.25 15.400 0.50 1.0 71.2 ~ 72.4 0.62 1990.24 i -----------------_-T i ' _ . ~1POND-2 Version: 5.21 S/N: Page 3 '-'EXECUTED: 08-09-2000 09:25:45 ';Pond File: j:\document\98573\573B PND • __,Inflow Hydrograph: j:\document\98573\573B51 HYD Outflow Hydrograph: j:\document\98573\OUT HYD ~ ;INFLOW HYDROGRAPH ROUTING COMPUTATIONS ~ TIME INFLOW I1+I2 2S/t - O 2S/t +-O OUTFLOW 'ELEVATION (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) 15.500 0.50 1.0 70.9 72.2 0.62 1990.23 F" 15.600 0.50 1.0 70.7 71.9 0.61 1990.23 ~ 15.700 0.50 1.0 70.5 71.7 0.61 1990.22 ~ 15.800 0.40 0.9 70.2 71.4 0.61 1990.22 3'15.900 0.40 0.8 69.8 71.0 0.60 1990.21 16.000 0.40 0.8 69.4 70.6 0.60 1990.20 16.100 0.40 0.8 69.0 70.2 0.59 1990.19 I 16.200 0.40 0.8 68.6 69.8 0.59 1990.18 I, 16.300 0.40 0.8 68.2 69.4 0.58 1990.17 16.400 0.40 0.8 67.9 69.0 0.58 1990.16 16.500 0.40 0.8 67.5 68.7 0.57 1990.15 16.600 0.40 0.8 67.2 68.3 0.57 1990.14 16.700 0.40 0.8 66.8 68.0 0.57 1990.13 16.800 0.40 0.8 66.5 67.6 0.56 1990.12 16.900 0.40 0.8 66.2 67.3 0.56 1990.12 ~ 17.000 0.40 0.8 65.9 67.0 0.55 1990.11 -J 17.100 0.40 0.8 65.6 66.7 0.55 1990.10 j 17.200 0.40 0.8 65.3 66.4 0.55 1990.09 17.300 0.40 0.8 65.0 66.1 0.54 1990.09 17.400 0.40 0.8 64.7 65.8 0.54 1990.08 j 17.500 0.40 0.8 64.5 65.5 0.54 1990.07 17.600 0.40 0.8 64.2 65.3 0.53 1990.07 17.700 0.40 0.8 63.9 65.0 0.53 1990.06 J 17.800 0.30 0.7 63.6 64.6 0.53 1990.05 17.900 0.30 0.6 63.1 64.2 0.52 1990.04 18.000 0.30 0.6 62.7 63.7 0.51 1990.03 18.100 0.30 0.6 62.3 63.3 0.51 1990.02 18.200 0.30 0.6 61.9 62.9 0.50 1990.01 ~ 18.300 0.30 0.6 61.5 62.5 0.50 1990.00 ~ 18.400 0.30 0.6 61.1 62.1 0.49 1989.99 18.500 0.30 0.6 60.7 61.7 0.49 1989.98 -I 18.600 0.30 0.6 60.4 61.3 0.48 1989.97 ~ 18.700 0.30 0.6 60.0 61.0 0.48 1989.96 ~ 18.800 0.30 0.6 59.7 60.6 0.47 1989.95 ~ 18.900 0.30 0.6 59.3 60.3 0.47 1989.94 ; 19.000 0.30 0.6 59.0 59.9 0.46 1989.93 - 19.100 0.30 0.6 58.7 59.6 0.46 1989.92 19.200 0.30 0.6 58.4 59.3 0.45 1989.91 -"19.300 0.30 0.6 58.1 59.0 0.45 1989.90 ' 19.400 0.30 0.6 57.8 58.7 0.45 1989.89 t- ; ' 19.500 0.30 0.6 57.5 58.4 0.44 1989.88 ~ 19600 0.30 0.6 57.2 . 58.1 0.44 1989.87 , 19..700 0.30 0.6 57.0 57.8 0.43 1989.87 19.800 0.30 0.6 56.7 57.6 0.43 1989.86 ~ 19.900 0.30 0.6 56.4 57.3 0.43 1989.85 20.000 0.30 0.6 56.2 57.0 0.42 1989.84 s ~ - - ~j24 I i POND-2 Version: 5.21 S/N: Page 4 ~'EXECUTED: 08-09-2000 09:25:45 I'Pond File: j:\document\98573\573B PND :-Inflow Hydrograph: j:\document\98573\573B51 HYD ' Outflow Hydrograph: j:\document\98573\OUT HYD I INFLOW HYDROGR.APH ROUTING COMPUTATIONS ~ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFL06J ELEVATION ~ (hrs) (cfs) (cfs) (cfs) (cfs) (cfs) (ft) I 20.100 0.30 0.6 56.0 56.8 0.42 1989.84 ~ 20.200 0.30 0.6 55.7 56.6 0.42 1989.83 20.300 0.30 0.6 55.5 . 56.3 0.41 1989.82 I 20.400 0.30 0.6 55.3 56.1 0.41 1989.82 20.500 0.30 0.6 55.1 55.9 0.41 1989.81 20.600 0.30 0.6 54.9 55.7 0.40 1989.81 20.700 0.30 0.6 54.7 55.5 0.40 1989.80 20.800 0.30 0.6 54.5 55_3 0.40 1989.79 20.900 0.30 0.6 54.3 55.1 0.39 1989.79 --21.000 0.20 0.5 54.0 54.8 0.39 1989.78 21.100 0.20 0.4 53.6 54.4 0.38 1989.77 J 21.200 0.20 0.4 53.3 54.0 0.38 1989.76 21.300' 0.20 0.4 52.9 53.7 0.37 1989.75 ~ 21.400 0.20 0.4 52.6 53.3 0.37 1989.74 ~ I 21.500 0.20 0.4 52.3 53.0 0.36 1989.73 21.600 0.20 0.4 51.9 52.7 0.36 1989.72 21.700 0.20 0.4 51.6 52.3 0.36 1989.71 ~ 21.800 0.20 0.4 51.3 52.0 0.35 1989.70 21.900 0.20 0.4 51.0 51.7 0.35 1989.69 22.000 0.20 0.4 50.7 51.4 0.34 1989.69 ~ 22.100 0.20 0.4 50.5 . 51.1 0.34 1989.68 ~ 22.200 0.20 0.4 50.2 50.9 0.33 1989.67 - 22.300 0.20 0.4 49.9 50.6 0.33 1989.66 ~ 22.400 0.20 0.4 49.7 50.3 0.33 1989.65 22.500 0.20 0.4 49.4 50.1 0.32 1989.65 22.600 0.20 0.4 49.2 49.8 0.32 1989.64 v--22.700 0.20 0.4 49.0 49.6 0.32 1989.63 22.800 0.20 0.4 48.7 49.4 0.31 1989.63 ~ 22.900 0.20 0.4 48.5 49.1 0.31 1989.62 4 23.000 0.20 0.4 48.3 48.9 0.31 1989.61 I 23.100 0.10 0.3 48.0 48.6 0.30 1989.61 r 23.200 0.10 0.2 47.6 48.2 0.30 1989.59 f 23.300 0.10 0.2 47.2 47.8 0.29 1989.58 I, 23.400 0.10 0.2 46.8 47.4 0.29 1989.57 ~ 23.500 0.10 0.2 46.5 47.0 0.28 1989.56 ' 23.600 0.10 0.2 46.1 46.7 0.28 1989.*55 23.700 0.10 0.2 45.8 46.3 0.27 1989.54 23.800 0.10 ' 0.2 45.5 46.0 0.27 1989.53 23.900 0.10 0.2 45.1 45.7 0.26 1989.52 ~11 24.000 0.10 0.2 44.8 45.3 0.26 1989.51 -'24.100 0.10 0.2 44.5 45.0 0.25 1989.50 24.200 0.10 0.2 44.2 44.7 0.25 1989.50 R; 24.300 0.10 0.2 43.9 44.4 0.24 1989.49 24.400 0.10 0.2 43.7 44.1 0.24 1989.48 24.500 0.10 0.2 43.4 43.9 0.24 1989.47 24.600 0.10 0.2 43.1 43.6 0.23 1989.46 r -----------------T37( i ,POND-2 Version: 5.21 S/N: Page 5 i 'EXECUTED: 08-09-2000 09:25:45 ;;Pond File: j:\document\98573\573B PND Inflow Hydrograph: j:\document\98573\573B51 HYD Outflow Hydrograph: j:\document\98573\OUT HYD ~;INFLOW HYDROGRAPH ROUTING COMPUTATIONS I f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TIME INFLOW I1+I2 2S/t - O 2S/t + O OUTFLOW ELEVATION ` (hrs) (cfs) (Cfs) (Cfs) (cfs) (cfs) (ft) 24.700 0.10 0.2 42.9 43.3 0.23 1989.46 j, 24.800 0.10 0.2 42.6 43.1 0.22 1989.45 ' 24.900 0.10 0.2 42.4 42.8 0.22 1989.44 ~I 25.000 0.00 0.1 42.1 42.5 0.22 1989.43 i, 25.100 0.00 0.0 41.6 42.1 0.21 1989.42 I~ 25.200 0.00 0.0 41.2 41.6 0.20 1989.41 ! 25.300 0.00 0.0 40.8 41.2 0.20 1989.40 ~ 25.400 0.00 0.0 40.4 40_.8 0.19 1989.39 ~ 25.500 0.00 0.0 40.1 40.4 0.19 1989.37 .,`25.600 0.00 0.0 39.7 40.1 0.18 1989.36 25.700 0.00 0.0 39.4 39.7 0.18 1989.35 25.800 0.00 0.0 39.0 39.4 0.17 1989.34 ~ 25.900 0.00 0.0 38.7 39.0 0.17 1989.33 I' . f . C~ I ~ t ' I ~ I i ~ ~ ~ ' i i 'IPOND-2 Version: 5.21 S/N: Page 6 '-'EXECUTED: 08-09-2000 09:25:45 . - SUMMARY OF ROUTING COMPUTATIONS r ~ Pond File: j:\document\98573\573B PND Inflow Hydrograph: j:\document\98573\573B51 HYD . Outflow Hydrograph: j:\document\98573\OUT HYD i Starting Pond W.S. Elevation = 1988.74 ft - i ~ Summary of Peak Outflow and Peak Elevation ~i Peak Inflow = 6.60 cfs 4 Peak Outflow = 0.64 cfs Peak Elevation = 1990.29 ft Summary of Approximate Peak Storage j Initial Storage = 3,470 cu-ft Peak Storage From Storm = 9,803 cu-ft Total Storage in Pond = 13,273 cu-ft l l > ~ , ~23 ~ ~ i ~ POND-2 Version: 5.21 S/N: Page 7 Pond File: j:\document\98573\573B PND ~Inflow Hydrograph: j:\document\98573\573B51 HYD ' Outflow Hydrograph: j:\document\98573\OUT HYD EXECUTED: 08-09-2000 -Peak Inflow = 6.60 cfs 09:25:45 Peak Out f low = . 0.64 cf s I 'Peak Elevation = 1990.29 ft ~ _ i - . ~ i - I~ S ~ _ S , - + I 1 I i ~ ~ i ~ I i . r , i I i i ~ 524 i ` 'r l Fla Cfs) t 9'~- ~ 6 0 '1•0 _ 4•0 5.0 0.0 1.4 2•0 3•~ x 5 _ x tX 6 _ x x '7 -1 x* ~ x* X * - * 1.9 ~x ~ * * 1.2 -0 'X * * x * J X 1_2 • 2 x * * 2.3 x x * ,2 . 4 I ' x * _i 2 • 5 ! x * x * . ~2'6 r , X * 12•~ x * ~ ~ x 2 , $ _ t X * * " XX * 2.9 i x ~..13,p - X * x * X* 13 , 2 - x* 6 .6 Cfs Qmax, - 0.6 G f s TIM~ 3~5~ 3851 ' ~yD ~rnax _ ~ ' . ~ ~hrs en~~9g5~ :\d°cument\985~3~~~T * F1 \d°C~m ~ x i~ ~ , I i ~ I i ~ I I ~ SUBmBASIN Bl . ~ E~ ~ , ~ ~ ~ ~ I ~ , - • ~ Quick TR-55 Ver.5.47 •S/N: - i Executed: 16:02:31 08-08-2000 f Hanson Center East Storm Drainage Analysis I i ~ RUNOFF CURVE NUMBER SUMMARY , ~ ~ Subarea Area CN Description (acres) (weighted) n Sub-Basin Bl 167.62 69 ~ ~ ~i ~i ~ 7 I ~J ~ II ~i a Ik--I y ! Quick TR-55 Ver.5.47 S/N: Executed: 16:02:31 08-08-2000 Hanson Center East Storm Drainage Analysis I, . . ~ RUNOFF CURVE NUMBER DATA ~ ~ , ~ Composite Area: Sub-Basin B1 AREA CN 'SURFACE DESCRIPTION (acres) \ Brush - poor cover 158.53 67 ~l Impervious area - pavement 9.09 98 ~I COMPOSITE AREA 167.62 68.7 ( 69 } , I; ~ ~ '-J ~ ~ I . . l ( ~ 1 ~2~1 ~ . - ~ ~Quick TR-55 Ver.5.47 S/N: - ~--s Executed: 16:05:15 08-08-2000 j:/document/98573\573B1.TCT __-J Hanson Center East Storm Drainage Analysis li ~ Tc COMPUTATIONS FOR: Sub-Basin B1 SHEET FLOW (Applicable to Tc only) Segment ID upper Surface description brush V-~ Manning's roughness coeff., n 0.0130 Flow length, L(total < or = 300) ft 100.0 ~Two-yr 24-hr rainfall, P2 in 1.400 Land slope, s ft/ft 0.0333 0.8 .007 * (n*L) T = hrs 0.03 = 0.03 0.5 0.4 P2 * s ll 7. S SHALLOW CONCENTRATED FLOW Segment ID mid ~ Surface (paved or unpaved)? Unpaved Flow length, L ft 760.0 Watercourse slope, s ft/ft 0.0667 f^~ 0.5 Avg.V = Csf * (s) ft/s 4.1670 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T= L/(3600*V) hrs 0.05 = 0.05 J • CHANNEL FLOW ~ Segment ID gutter ; Cross Sectional Flow Area, a sq.ft 0.35 ✓ Wetted perimeter, Pw ft 1.92 Hydraulic radius, r= a/Pw ft 0.182 Channel slope, s ft/ft 0.0127 Manning's roughness coeff., n 0.0110 2/3 1/2 1.49 * r * s V = ft/s 4.9076 n Flow length, L ft 300 ~ T= L/(3600*V) hrs 0.02 = 0.02 TOTAL TIME (hrs) 0.10 ~ ~ 4 . h, . Quick TR-55 Ver.5.47 S/N: w Executed: 16:05:15 08-08-2000 j:/document/98573\573B1.TCT I SUMMARY SHEET FOR Tc or Tt COMPUTATIONS , (Solved for Time using TR-55 Methods) ~ Hanson Center East ' Storm Drainage Analysis , Subarea descr. Tc or Tt Time (hrs) Sub-Basin B1 Tc 0.10 I ~ . i + - ~ I ~ 4 ~ r ~ 5 f _J I ~ ~ ~ . i . -i I ~ I ! ~ I ~ . ~ Quick TR-55 Version: 5.47 S/N: Page 1 Return Frequency: 10 years* ~ 7 TR-55 TABULAR HYDROGR.APH METHOD ~ Type II. Distribution ~ (24 hr. Duration Storm) I Executed: 08-08-2000 16:06:27 Watershed file: J:/DOCUMENT/98573\573B1 MOP Hydrograph file: J:/DOCUMENT/98573\573B110.HYD Hanson Center East ~ Storm Drainage Analysis ~ Input Parameters Used to Compute Hydrograph ~ Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used --~Sub-Basin B1 167.62 69.0 0.10 0.00 2.00 1 0.22 1.45 45 Travel time from subarea outfall to composite watershed outfall point. ,I Subarea where user specified interpolation between Ia/p tables. Total area = 167.62 acres or 0.2619 sq.mi Peak discharge = 37 cfs ~ Computer Modifications of Input Parameters ~ Input Values Rounded Values Ia/p ~ Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages Sub-Basin B1 0.10 0.00 Yes ~ - * Travel time from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. ' ~ ~ 3o ~ Quick TR-55 Version: 5.47 S/N: - Page 2.~ Return Frequency: 10 years V TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution i ~ (24 hr. Duration Storm) Executed: 08-08-2000 16:06:27 Watershed file: J:/DOCUMENT/98573\573B1 MOP `J Hydrograph file: J:/D0CUMENT/98573\573B110.HYD - Hanson Center East Storm Drainage Analysis ~ Summary of Subarea Times to Peak Peak Discharge at Time to Peak at Composite Outfall Composite Outfall Subarea ( c f s) ( hrs ) r-~ Sub-Basin B1 37 12.1 Composite Watershed 37 12.1 j^I i r-- ~ f7 I ~ U ~ ~ ' - 1 i ~ ~ ~ _7 Quick TR-55 Version: 5.47 S/N: Page 1 Return Fr-equency: 50 years' J TR-55 TABULAR HYDROGRAPH METHOD . Type II. Distribution ~ (24 hr. Duration Storm) I Executed: 08-08-2000 16:06:27 Watershed file: J:/DOCUMENT/98573\573B1 MOP ~ ~ Hydrograph file: J:/DOCUMENT/98573\573B150.HYD i Hanson Center East I~ Storm Drainage Analysis n . I~ InPut Parameters Used to ComPute HYdrograPh ~ Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used Sub-Basin B1 167.62 69.0 0.10 0.00 2.40 1 0.38 1.37 .37 Travel time from subarea outfall to composite watershed outfall point. i-~I Subarea where user specified interpolation between Ia/p tables. Total area = 167.62 acres or 0.2619 sq.mi Peak discharge = 79 cfs ~ ~I Computer Modifications of Input Parameters I~------------------ i Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p ~ Description (hr) (hr) (hr) (hr) (Yes/No) Messages ~ . Sub-Basin B1 0.10 0.00 Yes * Travel time from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. i ~ ~ . ~ ~ f _ ~ Quick TR-55 Version: 5.47 S/N: - Page 2 ~ ~l Return Frequency: 50 years I ~ TR-55 TABULAR HYDROGR.APH METHOD ~ ~ Type II. Distribution . ~ I (24 hr. Duration Storm) Executed: 08-08-2000 16:06:27 Watershed file: J:/DOCUMENT/98573\573B1 MOP Hydrograph file: J:/DOCUMENT/98573\573B150.HYD r; Hanson Center East ~ Storm Drainage Analysis ~ I Summary of Subarea Times to Peak ~ Peak Discharge at Time to Peak at ~ Composite Outfall Composite Outfall j Subarea. ( c f s) ( hrs ) - Sub-Basin B1 79 12.1 fti ~ Composite Watershed 79 12.1 ; ~ ~ . ~ I , ~ ~ ~ a . ~ 7 t__ + ~ PIPE CALCULATIONS i ~I ~ ~ ~ ~ f i , ~ ~ r- F ~ 1 ; Cj,C 707 R'est 7th Ave. Planning Associates, Inc. Suite 200 Engineering _ Spokane, WA 99204 Mchitecmre (509) 458-6840 Landscape Architecttire - (509) 458-6844 FAX Land Sufveying PsIdECT DAiF ~ EOBdECT BY d08 NB. I rr7-_l- 1, ~ / ~ Y.»--I...~...~ . rs- ~ ~ -'-y-'~" •-F`.i- ~ ~-'i'. 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' ~ - ~ ~ _ j t o.-. `y k T--} ~ ~ ' • ~ - i ~ y -i .:r ...~.e..t.~j.._• ~ ~ a. _;..~~-..'_~._.......d i ' ~ • ~ ry - ~ _~-.7._~~. i. • • j e ~ 1 • , s ` . - PA6E OF ~ ~ - Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow r~ ' L Worksheet Name: HANSON CENTER EAST Comment: Hanson Center East CB#1 1 ~l Solve For Actual Depth - Given Input Data: i Diameter.......... 1.50 ft `-J Slope 0.00'50 ft/ft Manning's n....... 0.012- - ~ Discharge......... 7.70,cfs I ComPuted Results: - ~ Depth 1.18- ft !I ~ Velocity.......... 5.18.fps Flow Area......... 1.49 sf ( Critical Depth.... 1.08 ft Critical Slope.... 0.0061 ft/ft Percent Full...... 78.34 0 ~ Full Capacity..... 8.05 cfs ; QMAX @.94D........ 8.66 cfs ~ Froude Number..... 0.83 (flow is Subcritical) ~ ~ I I~ i ~ t . . r, Open Channel Flow Module, Version 3.41 (c) 1991 ~ Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ Circular Channel Analysis &-Design Solved with Manning's Equation ~ ~ ~ ~ Open Channel - Uniform flow ~ Worksheet Name: HANSON CENTER EAST Comment: Hanson Center East CB#2 Solve For Actual Depth ~ Given Input Data: ~ Diameter.......... 2.00•ft Slope 0.0050 ft/ft r- Manning's n....... 0.012 Discharge......... 14.50 cfs Computed Results: _ Depth 1.40 ft Velocity.......... 6.18 fps W Flow Area......... 2.35 sf ~ Critical Depth.... 1.37 ft Critical Slope.... 0.0053 ft/ft Percent Full...... 69.97 0 Full Capacity..... 17.33 cfs ' QMAX @.94D........ 18.64 cfs Froude Number..... 0.96 (flow is Subcritical) f ~ ~ Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ ~ . ~ L~ ~ ~ . Circular Channel Analysis & Design Solved with Manning's Equation c_- Open Channel - Uniform flow Worksheet Name: HANSON CENTER EAST Comment: Hanson Center East CB#3 Solve For Actual Depth Given Input Data: ~ Diameter.......... 2.00 ft . Slope 0.0050 ft/ft Manning's n....... 0.412 s Discharge......... 14.50 cfs Computed Results: _ Fl Depth 1.40 ft ~ Velocity.......... 6.18 fps Flow Area......... 2.35 sf Critical Depth.... 1.37 ft ~ Critical Slope.... 0.0053 ft/ft ~ Percent Full...... 69.97 % ~ Full Capacity..... 17.33 cfs ~ QMAX @.94D........ 18.64 cfs ~ Froude Number..... 0.96 (flow is Subcritical) I^ Open Channel Flow Module, Version 3.41 (c) 1991 ~ Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ f , ~ ~ ~ Circular Channel AnalYsis & Desi3n ~ Solved with Manning's Equation ~ Open Channel - Uniform flow Worksheet Name: HANSON CENTER EAST Comment: Hanson Center East CB#4 LJ Solve For Actual Depth - Given Input Data: Diameter.......... 2.00 ft `f Slope 0.0050 ft/ft Manning's n....... 0.012 Discharge......... 14.50 cfs i . Computed Results: l~ Depth 1.40 ft Velocity.......... 6.18 fps Flow Area......... 2.35 sf . - Critical Depth.... 1.37 ft Critical Slope.... 0.0053 ft/ft - Percent Full...... 69.97 0 Full Capacity..... 17.33 cfs ~ QMAX @.94D........ 18.64 cfs Froude Number..... 0.96 (flow is Subcritical) ~ ( ~ , ~ ~ , ~ . i ~ ~ • Open Channel Flow Module, Version 3.41 (c) 1991 I Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ I r~ ~ ~ ~ Circular Channel Analysis & Design Solved with Manning's Equation ~ ~ Open Channel - Uniform flow I Worksheet Name: HANSON CENTER EAST Comment: Hanson Center East CB#5 ~ l Solve For Actual Depth ~ Given Input Data: Diameter.......... 1.50 ft ~ Slope 0.0050 ft/ft Manning's n....... 0.012 ~ . Discharge......... 6.60 cfs Computed Results: Depth 1.03 ft ~ Velocity.......... 5.08 fps Flow Area......... 1.30 sf Critical Depth.... 0.99 ft Critical Slope.... 0.0056 ft/ft Percent Full...... 68.92 0 ~ Full Capacity..... 8.05 cfs QMAX @.94D........ 8.66 cfs Froude Number..... 0.93 (flow is Subcritical) ~ ~ . ~ ~ ~ ~ ti 1 I ✓ . Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 l~ ~ ~ Circular Channel Analysis & Design Solved with Manning's Equation ~ Open Channel - Uniform flow ~ , ~ Worksheet Name: HANSON CENTER EAST , ~ Comment: Hanson Center East CB#6 Solve For Actual Depth ~ Given Input Data: ! Diameter.......... 2.00 ft Slope 0.0050 ft/ft - Manning's n....... 0.012 Discharge......... 10.44 cfs ~ ~ Computed Results: _ Depth 1.12 ft Velocity.......... 5.77 fps Flow Area......... 1.81 sf Critical Depth.... _ 1.16 ft ~ Critical Slope.... 0.0045 ft/ft ~ Percent Full...... 55.97 a ~ Full Capacity..... 17.33 cfs ~ QMAX C.94D........ 18.64 cfs Froude Number..... 1.07 (flow is Supercritical) n i ~ li ~ Open Channel Flow Module, Version 3.41 (c) 1991 ~ Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ ` ~ ~j Circular Channel Analysis & Design Solved with Manning's Equation ~ Open Channel - Uniform flow Worksheet Name: HANSON CENTER EAST ; Comment: Hanson Center East CB##7 r-, Solve For Actual Depth Given Input Data: ~ Diameter.......... 2.00 ft Slope 0.0050 ft/ft _ Manning's n....... 0.012 _ 1 Discharge......... 10.44 cfs L_J Computed Results: _ ~ Depth 1.12 ft Velocity.......... 5.77 fps v~ Flow Area......... 1.81 sf Critical Depth.... 1.16 ft ~ Critical Slope.... 0.0045 ft/ft Percent Full...... 55.97 0 ~ Full Capacity..... 17.33 cfs i QMAX @.94D........ 18.64-cfs Froude Number..... 1.07 (flow is Supercritical) ~ . - . _ J ~ . ~ ~ ~ ~ Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ~ i , r I ~ , CLC 907 v►'e&t 7t.h Ave. Piautning Associates, Inc. Suite 200 Engineering ~ - Spnkane, WA 99204 Archiwure (509) 458-6840 i.andscapeArchitecture • (509) 458-6S44 F,'111C [.md Sarve}ing ~ _ . _ - f~ ~ - ~ 5o- ~fl`,IF~ of calun~a 7.md [aunimao, Inc PRQdFCT ~ BAiE BY "_A"_-. 6J- a ' -L- .I~ z - ~r- ' +-T~-- ~i^..- li ~ F4-• ,.i...~ -f -yY_~ I--~ - , : . ! €:'i. 1~~__.~-i` 1 ~_T ~T. _ . : ~ ~ . ~ ~ 4 ` 4 - ~ ~ ' • ~ _k , ..I ' _ a . - i t _ a- . I. _ ~ _ ~ ~ :~y_J -Y ~ . y.. _.i .,~,f ~.~'i- ' E...~...;.. . 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I.r..,.,~...til ~w. 1._..-. . ~~J...-~.~.~. ~ ~ L3~..L.....lw~ .t~~ ' ~ -:.C~~~.e1~a5,...d..J..,~4...~v~m... x.., - -i K„--a.,.r-~ -.l-..r ~A.._~.....-=~.....~.,...'..•.,w,,.~~_. ~ ~~~a PA6E uF f ,,--~ackwater Calculation Sheet - Hanson Center East - Pond A ; Pipe Segment 4-Out 3-4 2-3 1-2 Q 14.5 14.5 14.5 7.7 Length 18.00 170.00 139.00 69.00 Pipe Size 2 2 2 1.5 f n 0.012 0.012 0.012 0.012 - Outlet El. 1976.08 1976.27 1977.22 1978.32 Inlet El. 1976.17 1977.12 1977.92 1978.67 _Slope 0.0050 0.0050 0.0050 0.0050 f Barrel Area 3.14 3.14 3.14 1.77 ~ Barrel Vel. 4.62 4.62 4.62 4.36 C Vel. Head 0.33 0.33 0.33 0.29 L~TW El. 1977:77 1977.96 1978.91 1979.61 Frict. loss * 0.06 0.59 0.48 - 0.31 --Entr. HGL El. 1977.83 1978.55 1979.39 1979.92 ~Entr. Head loss 0.30 0.30 0.30 0.27 i?_ Exit Head Loss 0.33 0.33 0.33 0.29 Outlet Ctrl. El. 1978.46 1979.18 1980.02 1980.48 ~ Iniet Ctrl. HW 0.208 0.168 0.385 0.281 Inlet Ctrl. El. 1976.38 1977.29 1978.31 1978.95 ~ Appr. Vei. Head 0 0 0 0 - Bend Head Loss 0 0 0 0 ~ Junct. HL Coeff. 0.00 0.00 0.00 0.00 -Junct. Head Loss 0.00 0.00 0.00 0.00 . -HW Elev. 1978.46 1979.18 1980.02 1980.48 Grate El. 1981.00 1984.60 1981.67 1981.67 ' Freeboard 2.54 5.42 1.65 1.19 ~ ~ ~ I ackwater Calculation Sheet - Hanson Center East - Pond 6 , Pipe Segment 7-Out 6-7 5-6 L s Q 10.44 10.44 6.66 ~ Length 72.00 29.00 61.00 , . _ Pipe Size 2 2 1.5 . n 0.012 0.012 0.012 Outlet EI. 1988.78 1989.24 1989.79 ~ Inlet EI. 1989.14 1989.39 1990.1 ~ - Slope 0.0050 0.0050 0.0050 ` Barrel Area 3.14 3.14 1.77 L Barrel Vel. 3.32 3.32 3.77 Vel. Head 0.17 0.17 0.22 _ `TW EI. 1990.36 1990.82 1991.29 Frict. loss 0.13 0.05 0.21 Entr. HGL EI. 1990.49 1990.87 1991.50 Entr. Head loss 0.15 0.15 0.20 . Exit Head Loss 0.17 0.17 0.22 Outlet Ctrl. EI. 1990.82 1991.20 1991.92 : I n let Ctrl. H W 0.208 0.168 0.385 Inlet Ctrl. EI. 1989.35 1989.56 1990.49 ~ Appr. Vel. Head 0 0 0 Bend Head Loss 0 0 0 . Junct. HL Coeff. 0.40 0.00 0.00 . ~ t Junct. Head Loss 0.00 0.00 0.00 HW Elev. 1990.82 1991.20 1991.92 ~ . G rate EI. 1992.86 1993.10 1993.10 Freeboard 2.04 1.90 1.18 ~ ~s . ~ , . ~ ~ 1 ~ . ~ ~ I , . . - . Sheet flow whei- e r~ ~ - Sheet flow is flow over plane surfaces. It usually Tt = ti -avel time (hi•), occurs in the headw•dter o€ strearrs: With slieet tlow, 11 - lr[anning's i•vubhness ruef'firieilt (ciihle 3-1), the fi-iction value (lYlanning's n) is an effective L= flow tength (tt), i roughness coefficient that includes the elfect of P-2 _ ')-year, 24-hour i<<int'ul! (in), anc! ~ i aincli-up impact; cli~ag over the piane surface; ,_,lope of hy(lrtiulic g•ade line tlunti slupe. ~ o bs tac lcs suc h as litter, crop ri dges, an d iroc ks; an(i fUft). ei-osion and ti 1nsportatiun of sediment. These n vllues are for very shallow flow depths of dbout 0.1 This simplifiecl form of the ttilanning's kiiiematic foot or so. Tabie 3-1 gives Manning's n values for ,olutiun is basecl un the t'ollowing: (1) shalluw steacly j sheet flow for various surface conditions. uiiiform tlow, cunstant intensity uf i ainCall excess (that part uf a rain availabie fur runutf), (3) i•ainfull For sheet flow of less than 300 feet, use Manning's cluu atiun 'of 24 huuts, ancl (4) miiioi• et'fert of kinematic solution (Overton an(i Meadows 1976) to intiltnaL11111 Ull -aVQI tlJlle. Raintall clepth can be ~ compute Tc= ubcained fi•um appen(iix B. , ,rc _ 0.007 (nL)0.8 [Eq. 3-31 i (D••s so•~ 5huliow concentratecl tluw At'tei• a maximtim uf :300 feet, ,heet, tluw tisiiallv becomes shalluw cuncentraterl tlu«<. The avei age velueicy fi,z• this tlu«- ciin be ttetei•minet) ii•urn tibrtlYe Tabie 3-1.-Roughness coefficients (Manning's n) for :3-1, in whirh arerage velucity is a tiuictiun ut sheet: flow watei•cuui-se slupe ancl type uf rhaiiiiel. Fur slopes less than 0.005 ftlft, use eclttatiuns biven in appendix Surface description n1 F fur tigui•e 3•1. Till<<ge rtin atTect the (lirectiun uf shallu«• cuilcentl <<tecl flow. Flonw mav nut aiways be i ~ ilirectly cluwn the w<<tershed slope if till.ige runs J Smooth surfaces (concrete, asphalt, gravel, or au:ru» the slupe. bai-e soil) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.011 Fallow (no residue) . . . . . 0.05 Aftel• cietermininbT avei-ige velocicy in figiz•e 3-1, use- ~ etiuatian 3-1 to estimate t1:ive! cime t'oi• tlie shaP.uw Cultivated soils: runcenti•ated flow se~,Yment. ~ Residue cover <20% . ~ p.OG ~ , Residue cover >'l0% . . . . . . . . . . . . . . . . . . . . 0.17 l • ' . npen channels . Grass:. ' Shurt grass prairie . . . . . . 0.15 nPen rhaniiels zire assumect tu begin where surveyecl y Dense grasses2 . . . . . . 0.24 cruss sec:[iun iliti>i•matiun has heen ubt:,iziecl. where - Becznucla6►rass 0.41 chunnels ai•e visible un zteriul piiotog•aphs, or where r- blue lines (inclica[ing ,treams) appeau• un Uni[ecl i Range (natui-,l) 0.13 St.tces Geolugicul Survey (USCS) clu.iclranble sheets. woods,, lVlanning's eciuatiun ut• water seIrtace protile - I.,ight underbtvsh 0,40 intior•mation <<in be use(i to escimate average flow Dense un(lerfiilish . . 0.81) Velncity. Avera~,Te floxv velurity i, uSually (letei•minecl _ , . t'ur bauik-full elevatiun. 'The n values:u-e u rumir►.iitr uf infinmatiun couipilrtl by L•;ngnujn - f t'Jfifi)- 21nrturle3 species such .w werpinb luvegr`.iss, blurtn:aa,, hutlialu ~ b►r.iss. blue Knama gr.u,. an(i n:►[ive Kras, mixturNS. - 3When selectittK n, rimsi+ler cuo•rr ti) a height ut' atHmt 0.1 ft. This ~ . ; is thr unly part uf the plant vwer tiiat will ub,tntct ;heet tlmr- - (210-VI•TR-55, Second Ecl.. .June 198(i) . . • :3-3 I ~ ~ ~ r~ . Tabie 2-2c.-Kunoff cun•e numbers for olher atcricultural Iands' f 1 l ( ~ Curve numbeiN- for Cover clescriptiun hyclrologic soil Kruup- ; Hydrologic ~ Cuver type cunclitiun a B C D ~ ~ P:isture, grasslancl, or range-continuous ' Pour 63 79 3(i 39 - fot-age for grazing.2 Fair 49 69, i9 84 Goud `74 SO ~ - , 'J NIeaciow-continuous gms, protected From - 30 58 71 78 gr-.izing and generally mowecl for hay. ' ~ Bi•ush-brvsh-n•eed-gi :;ss mixtw•e with bivsh Puor 48 li i i i ;Z:, the majur element.' F'.iit• 35 a1i- i0 77 Guuci '30 48- 65 73 ~ ti'Vocxls-gi :iss rumbination (oi-chai-cl Pour 57 73 ~ 62 ' ~r, or tree farrn).s Faii• 43 65 i1;j 8 'L Guoci 32 58 i'l -19 I ~ Wucxls.g Pont• ~ 45 131i i i 8:3 Fair :ifi IiU 73 79 Good 430 55 70 ~ 7 i i ~ Fciz-msteacis-builclings, lanes, driveways, - 59 7 4 82 si; ancl sut-i-ounciing lots. ~ 'r\reinge runofT conf litiun. anc! I, = 0.2S. t ~ t!'on,•: <S1Y; ki„ull(l L7,ver nr hr:ivil.y gnazed xvith no mulch. ~ F'n►r: 50 tu i;Y. Xtowtcl cti►rrr .tnil nut heavily kt:►zed. - • (rNxl: > i5'; gn-uund ctin-er ancl liKhtlv on• unh• OKCUSiunall}• gi:azed. '~l'~,ru•: K11t111u1 Ct►vrY. . fif I►': 50 t1> t:)r/ JZI'iltll)!I lY)\'el'. . - I,;4nxl: > i-5% Krwnd tvrer. ' . _ 'Artu:d ctn-vr numbrr is Ir:,x th.un 30: use CN fur iunuCC c„mputatiom. . •humn wrrY tomputed for al-v:~s with :A}':4 %rIHNl•:iild:Af''/, Kl:L.. (pmstw•e) cy>vrr. 1)lhrr Lombinatium uf cunditinlr.- Ili:ir hr ~•um~~ute~l ~ Cri►itt the C: for ~roHHh anul p:~~tcn•e. . F~ hear~• ~!~;izin~ nr rry;ul:u• hui-~~inK. , ~/'~,~,r: ~ u~~~t litter. ~iTr~ll trrc~~. :~~ui hru~h :u•e ~li•~t~y~~•r~l br mii. WonNI:are xn .ei{ but nut Lunned. :uid •oine fur,est lilter curer.' thr suil. ' i:e►.,rl: tVoNmI• :u•e p►otected fiti►m Kn►ziiig. :uud littrr :ornl hrYrh adriluatrlY cover thr :z4►i{. S , , I' - , ~ ~ • }q , 1 - (210-VI-TR-55, Second Ed., June 1986) ~ - ~ - ~ - i ~ ~ ~ ~ ~ . ~ ' ~ I . r~ BASIN MAP . ~ ~ J 4 I ~ ~ I ~ I I I t_ • ' ~ ~ ~ 1 ~ # Piw~nC E--0r-r.1r. A _ . . , L CLC AssoeiATES, INC. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ 7 SPOKAhJE, WA • DENVER, +Co ~ CLC ~ ~ Aswelates. Inc, ~ ~ Novernber 'f 0, 200[] OLC #98573 5pokane Coun1y Engbneers RECEIV~D T07 w r Ave., 55te. 200 Engineerrng Developrrlertt Senrices ~~okaria, VVA 13V204 1 026 W , Broadway A,ve, NO V ~ 3 (509) 4z6-~a ~~a~~ ~se~-~.~ ~~x S~kar~e, ~+A 99260-0170 ~ak~n~. t~wA - D~rrv~r, 5~c'~NE ~H?~' Ei'4GiNEER Aiin: Ed F'arry, Jr, P_E_ Re: Hanson Center East Mylar Str+ae# and Storm Drainage Submittal Dear Ed; Enclosed please finct iwo myIar sets of the streek and storm dra'rnage glans for the above re€erericed projeGt Response to the comrrfents are in the same crder as the commenis receiaeCJ, A copy of your let4er dated Grctober 23, 2000 is incfuded for easy reference. 2"" Submittay 1.Drywelfs in Tracq Rond Ahave beer} relocaked #o provide t~~ 30" rninirn!uni spacing. The siafion and offset of the dnywreCls has been upda#+ed awordkngfy. 2. Shee(2; R'rofile informativn ha5 been modified to indir.ate Ehat new pauement and curt5s needs io match lo exisbng pavement and cufbs abouC 1:5' wesk cat ~~e wesl plat ba(andary on Indiana ,Avenue. 3. Pip~ systerns for Basins A and B have b~~~ adjusted to meet the rrtiiniiiium 4 feet per second velocity requifement. Two copies of the revised r-aIculatians and energY grade line exhibi#s are incEt,rJed. 4_ Pipe t}+pes have been coardina[ed between the plans and cafculatians 1` Submtti.al_ - PEans Regardirrg t~~ commenls received frorn the firsp subrnrttal, found on page 2 of 3 of the enclosed !e#ter, the act«ns [aken are as foIEows_ A_ Advisory corraments regarding p6pe proriies are ncrtes. and wMll be pfiesent~~ requested vn future submGttals. 8. The radius poink staiion and offset crf the W-de-sae has been revised. C. Type II E barricades are pravraded at the eastem end of the cul-de-sac. I spoke with CFeris Reich vf Caunty Engineering regarding the need to avofd post MoIes in the new pavement, and he ga+ve rt7e a Gouple of opkions. This is +nrhat Ihe cEierrt r,hose lv use. D. Sinpe easerrnents have been added aIong either side of the proposed 1ndiar~a Auen~e right-t~f-~rra~r_ rauc~h gra+~e prt~~ie ~ras been adt~ec~ to Sheets 2, 3 ~~n~r~r►~ Engi r and 4_ The hauk r~d ~ras c~.rt ir~ a~ar ago, at tc~laG width vf approxir~aiely 75`, a e~e~in~ Arc,i;iocture faol wider than Ihe propased righi-cf-way.. Rough grade profiles are ax rrght- ~~ilsrape ncich~~Wwa of-way. 37 pefl and right of cvnterline c3( Ilae proposeti alignment. Some at the cut Lend Surreylrrg or fills are close to three feet, and the 26' easement on eilher side of lhe nght-of-way will aUow slopes to match into existing ground within that area. Language will be added to the plat as well as what is called out on the plans. E. Station callouts at the Tract B access have been coordinated. 1 ubmittal - GalculaGans A note has been added to the plans to widen the curb inlet at Station 157+60 to a minimum of 4'. We will make the plan change on the engineering plans submitted by Simpson Engineers for this area, at whatever time is convenient for Spokane County to release the plans to us for revisions_ Revised calculations include the bend angles in pipe system A. The basin map suDmitted with the calculations indicates that the basin limits ended at the east plat boundary, when in fact our area calculations included an area io the east, to the high point on the railroad right-of-way. Revised basin maps are included in this submittal. Pfease give me a call if you need anythiRg further. Thank you. Sincerely, CLC ASSOCIATES INC. ~ 1 Susan Murphy Project Manager sm enc. cc: file ~ • ~~,~~o } - . t `L S~ I O K e\ N f: O L1 N I . - ! 1 Div6M oP ENcit4MExtt*: wM) R[iAM A l)W15T7N 01''CFif. f'USl.IC W<7fUS DEPAR'MFN7 William A. johm. P.E, Cnunty EnFineer (kxobcr 23. 2400 Todd Whipplc, P.E CLC Associatcs, Inc_ 707 Wc,st 7* Ava►te, Suite 2Ul) tipok3ne, W.4 99204 SUE3JL'C' f: 11I504B - I{anson Ceotcr F.ast 2id Snbmittsl C;entkmea: We rereived your suhmittal tor ttus rroject on SeptcmlkY 15, 2000. Spokanc Gatnty has caMucted a very cursory revicw of die road arxl drairage plans. Tte submittal grtwrally did not ooaform to the reyuirements, of the Spokarx: County Sra„dard, jur Road and Sewer ('onstructian or thc (.ietidelines for Stormwatrr !tJunegemcnr. Wc arc tterrfcue unahlc tci auqpt the plans for constniction at this timc. Our rc.witw comments are fisti•c1 helow. These oommenta are not tn be construed ns a comprehensive list_ Them may be othet items roquircd fix a canptete subcnittal tlwt can be acecpted for construction. If ytw have any qucstiuns or conmenls feacl froe tn rall us at 477-3600. Sinoercly. William A.1ohns. P_F. tipokaryc CotnUy 1'.4nar Pi. E~~ Rcview Engimm c~ i,njea rde Rcviewrr (urxnmcaCS cmtq) tiponsor Robcrt Royie. I lansixi lnclu ~urti lnr, 11102 f-au Induuia Avenur, Nv,kiun. W A99216 lO:n 1V Oraodwny .tvr • SFtOkane, WA4'!2G11 4)17I1 •(1.09) 1 i•3eU0 F,'1?( (S4N) 7ti5` (:nd Rrir) IT; -id:'N i, ird FLxrrl • i llt/ (5(}I) 477, 7133 Todd Whippk. P.E. P1504S- Haesca ('cnter F'ast 2'd Sabmittal October 23, 2000 Psge 2 ot3 10 sUt1[T11111d: ~ GENEjtAL: ~--~`~x~trxy~nt~»i►~tk~e-~c►t;c~;"~S~~+sar+c~-E~ttt+it-doetincx-ttt-01H.4stn-€aCt1tt05 {xttsi& lhc+flubltt Rtrf-~4ar~ . 2. Nced Itinek~l+o-43~Kc~4instem.~lac ic+rts-fe~fec~l+t outmde 3---P4ea9&iabm*t-1we-"ras-ef-Eha ptans on-futttra-ydlxnatals; . -~c►-prawdea mm4,tp eop.%- _ ' g-s-eoff -in Ahe f~re~e~i-~rk NL*ed-te-eawdiiw"-~►e-stm-with-a1Fownb4e-~+ciels -tsEeFt-legit+ V straKtkHa Plpe r}pc was revised in a supplcmeatal su6miual. Please be sure to note this particular ptpe npe on the nrxt .suhniittal. 2. tieed-fe-pxc+rtck-t~l1ie ,-►f-neE-51ee~er-t4an{1#1 V (ovef all poilkws-44 mninlwafwe fettle4own-to-thr fx'r++f-flem- y---Need lotHdteistreatiltbd•tin &-ptpes -t"oad-ffo4'f4e ✓4. Need W providc a profile of the stam pipe systems Advlsory owly, wo jvrdrer acriow iuedeQ oe drls projtd: We ubserved Ihat the pipc profiles were sumewhal disjolnted, in lhal the profilcs Jhowrt were ,ra continvaua, and some runs coWld not be jound. suelr as the pipes crossfng the roadway. NoweYer. enougb informalinn x~ri.s containt~d an the plaxs thnt an evaltration could be nwde. Chr review efforls cauld he neure efficient ijv!! the injormwivn jur a particuJar pluri elrment is MoviJert ur a»e lacvtevn. rElrtle-fk~ i~t%.+reievat+cMtiid#+±itt b. TemFxxary cul-de-sac: 6.1. Noed to coocdinate radius point station & otT'set callaut witfi the plun. Still needs to be addressed. Pleuse clarifv where the rcrrlius ruits to (toe ajlhe grlter, back ojcurb, e1c..) 6.2. Ndad lo providc mclal !eafn guandrail at plut boundary. similar ta tlwt indicatad on Sl,uridsni I'lan Shoct A-10 (Tempwary cul-do-sac). C,uardroiU'barsier locatiun & type nreds to be caurdinarud xilh the Counry Traffie Fngineer 1,--L---~~i~e t~ri1(~Nat'F~tiS~:t~c•.ttt CnSF i44htp1et4ffni1 beee-eensiderc*d-f•-i-c a w-m{erinx twTwotr+c!? 7. Are slope essemrnts naedad for grading (e.g-, arowd statiau 179+0ORT, 19 14,00 L"i)? If so. (imits of slopc easeituait should be indicatad. 1_imits of cut/fill stauld alqu be indicated. CLC :c rarpxan.re lener intlicalcs that grading lo vf finished graJe hux been accomplistied. Uo the cudfi!l linrits jvll within the puhl;c right-uf-woy? Ijtbe cut or fiU limits jall owsiJc ihr Rigdit-of-Wuy, slope casemenrs arr nrces.wry, anJ neeJ ln he indicated orr the raad plans, as well os un the Plua Mup. R. Scation & detail are r"ded for the cnaintcrunoe aooess ciub opcnings Srariwr callour.s ar the Trvrr 8 vccess need to br coordinated (Jetall 2, xheet 4) 9. Striping & Channetization Plan is ntbded for Indiana Avenuc Pleasr provide wi1ir the Mylnr se1 I 1~ --lrz th4 u"eatc~AkTt#-of-eo,,tN H--R-0~-sc~{K>1} a~~1- Etttne~~tki-;=4,~r=#~~l~~~ !lk• C-A}rblme. LlL: }STVwmE'~~i-41it.-IiitTJwil5-'thNI 64l'ttt-,'2-t! Nt-Apftl 1012+, C!{CulatiQ1f$: I_ Noad to coordinate the basin limits with the plm tcx P1504A (adjacxnt to the wrst txxnxdary of this projact) and the adual fietd conditiotts. CLC'a rrspo►ue indicotes thut sonee remedial acriorr will be pruvideJ ciulsitlcr the prqlecf IimrLs. .4 plrrn chanRe f)r lhtr prevrou.s phu,sc will need 1n bc rrrxessrd 2" S0bllkitt~l Oct9bet23, 2000 Page 3 of 3 cand irrc durferf r~s part of thr ca +a,xrrucfran pJ'unsfor th is pha.ce. Anote sh o u Td be addad tn the p!'ans for thr`s phase, Aw ' . t -od-1o - Pr.~'aer~~a lK-M!i -fGr--~id i f W -w-i9.h }~~0 u- i~t k4s, -!~t►le~ionM-ff i 5~~ at- 6he prmdi" widlM~~n-w4otA _ eed r.° f-: ~:im4flea--nd . .:!s .et e .,3.d r' ~n... ~~~e~+ .Neel--Ee~~VhJe 4.'~-S;r fl_r~t-st~e~irart-£~ P~~ q, 6. 9urc:tion 1erd losses due tn the EaiM anglc reed to Ie cnnsidered in the pipe calculaticsm How ,do the revr`seJ {rape calcul"ariarr.s ,suhart.tttef on 19 Ckr 07 corrsider lJje sharp fends irr pi{ae .cYstcm A? 7. Neeci caLcuL•wons For Mwe flows Ua pape aystem strvi€tg Bw in B Advisory: nepCam iridica#e dhc~t the earions,ictn of rhi;rr raud i.s drke,fy to routcp rtvrnff to ►her 7'ract B jy.slem ,~t~'rom are4w which r!o nof appear to Jave b,-z;rr eorPSidered` T"he twensirsn of rhrs road rray re-,rult in cl~angee ;rra the -v}zstem preseralexi oM tfris ~urbm~txaJ', ~c. ~~~~b~~1.~~~~~:#~~..., ..,~.~t~.~~~ ~ ~~~.,:~.•~rr-r~~~rb~~t~•~~ ~~f ~~.~~[E~t~~r~ [ a'f€fi~~ 2'd Submilfal I . 't"ract A: Mul«ple drywelLi am [}pically lacgted sc a 30' C4MtCr-co-=cc,- spacing 2, St►ed The pEnns a,ppear to indicace about n2-faot widc br=k tetwom ft staJt of paving for thi~ pkwsc, aryd ihu enhl af paving resr ihe previcr~ pWc_ if iFus dtxs i~~ fad i:xisl, w410 will provide the, corsrlm-tion? 3. Sewmi of the pipe veAccrties are bcJow tFter 4 fpx required in dw. GSM lf thr pipes cannou be ac~j usted to meo tttiw velocity, cFuen art adcqLwely justified Dcsigm t7evi,ation should be suksrnima~d to thc Ccxmty T'rWro= for approvaf. lf a Desig4 Ieviatinn is pursucd, it wiU neeti lo br: approved prior lo dw nc.xt plan submittaJ_ eaakmx ?ip6 °-1WS co "s ~ ~t-~ ~ t'r#~~.+F A ~t~~ j , . Submittal Checklist for Road & Drainage Projects in Spokaoe County - Plats/Short Plats 7'hu Suhminal Chec1c1ist is lo be cornpleted and tlgttcd by the Spauor s Engineer, and incltrded wtlh each plcu: submlttal into the Spokarre County Engrneers 0ffice !j thls form ts not ferlfv completed and signed, do nor submit plans and ealeuladons to Spokana Cotrnry for revrew cind aecep(ance. Incompletc suhmtrrclls x,i!/ be rerurned cuid will eause unnccessary delays fve yvur cllenr Project Name: kz_ne_x!pY' Spokaue County Project No. Date: 1~ I tv Ioc~ Project Engirteer. T&G~ A, P-~i . Phone. 4 C~ _ Project Sponsor. 1;~,A • Phone ~LzZ -SZS Z ~~c.csb^~es A. PrcliminAry Process Pnur W Submittal of Road and Draitage Plans, the following cvcnts are to have alread% accumd: (4v checking eadt item o,()'shown belnw, yvu are stating rhot yvu have ven~'ied these rnntvuems have brrn complered , Ado uon of a Hearing Examiner's Report far this long lat, or a Plannin ort for this short lat. At le3st ooe Pre-Des' Meatin has been hcld witb Cajntv siaff at the En incc:rs Office, An "Agreemcat to Aay Fces" has bern signcd by the project sponsor, and submittcd to the Caunty Engineers Off cc A Clzannelization Plan (c.g, signing and stnping ptan) of pubfic coadway improvanents, has bcen cootdmated and discussed with the C'aintv En g neers Office. B. Road xnd Drsinage Ptan Submittal 7he ttems hsteci bclow arc to bc provided as a minimum with a road and drainagc plan subnuttal AddiUOnal uifommtion may be rrquired to danoastratc that ttu pians meet all applicablc standards. (8y checkrrrg °yrs " jnr each 11em slrown helow. ynu ure verlfytnx ihat thesr Ur.nts have been complefed und are fnclvdrd in fhis submitfa! Tor ant• hur checkud '►c cl u wrrt(rn Justl)ic•uttvn o! «n►- umissio»rs cir du end uf this seclinn is reqatrc:f ) Item Description ~iYvex R43d and dflilltagC PI3aSS, two pnni sets. (CCrtification statoncnt on cover of plans)/.F-T- ( Z~ • 4/ycs I.:i n/a One set of lans on 24" x 36" mvlar media, or CAD elccironic file DWG or.D}CF format vcs Each Plan Sheet of rcconi is si ad and clated by, the ro oct sponsor. i ycs Tbe rnad and drainagc design me~.'is the requirements of State law, WAC 19b-27 regarding . ..wnfarmiry with acceptcd standards"; that is. the design rcflxts the "state of the pracuce" for the proposed t. ycs Thc plans. Urauu8c Rcport, basin maP(s), and any othcr calculations are stamped, signcA and dated by an cn inccr licettscad in the Staie of Wastungwo. yes 0 n/a Drainage Report, twro sets. To include basui map(s), time of caneantlation routes in basin map, and Ccrufication statcment on covcr of r rt and basin map. ~ves a/a GcotecE►nical R rt, onc set. (IncludC all soil test it/boring logs.) vtz O da Suucwral Pavctncnt Calculunoas, onc set ❑ ves V Na Cross-slope grade calculatiaris - for raail wirkning projects _ ~ , , . Itcm Dcscri tion = yes U Na Maintenancx Manual and Sinking Fund calculatioas for drainage facilities locatod outside of Counn' raad rit-af-wa . Vyes r n1a Writtcn cxpianatinn of wbdwhat cntity will bc responsiblc for maintaining drainagc faciGues "hich are located outside of public ruad right-of-way, and that the plan is acceptabla to the County E ineers Office. ycs ❑ da Channtlizaiion Plaa, or signuig and striping inforn:aqon provided in the rald plaas. To be irx;ludcd in road and dminagc lan set. yCS D a!a I havc rcad thc Etearing Gxaminer's Rcport (long plat), or Ptanning Dept. Findings and Canditians short lat), for ttuis rojcct. Thc dcsi merts the coaditions in the rc rt. D ycs t~a Copy of Approved Design [h:veations. ID es da F►rc Distrid A roval, for rivate roads. =i Yes n/a l.at Plnns. Required for any {ots with drainage easensertts and which froat a public raad, or for lots wluch rcceive and treas runoff fram a ublic ri t-0f-wav. yes n/a My aPplicablc Stacc and Fcderal permits have bezn obtained. (i.c HPA. 1ARPA, etc.). For Pernuts with cunchtions, a copy uf the permit and oonditioas ar+e included w the plan submittal. i vts [I da [nspection reernent betwm the spoasor and its cngincer. D y~s a/a For off-sitc r,ascxnents to be granted to Sgalcane Cuunry, the following items shall be includod: I I dcscrition, cxtubit, and roof of ow-nershi . Zyes CJ n!a Erasion Control Plan, requircd for "Major Land-Disturbing Adivity." To be iacludod in the road and drauiage p{an sec. Explvaaon fw any ,cems listed abovc which are nut includad in this submittal. (Nowr an iiuufficieat justification at a•fiy an itetn was not included in the submitted, or incamplete documents, may ►rsull in tise mbmittal being returned without rcvirw or %ithout aoaptancc ProOde attachments if nexcss.zr} 1 8y sigrung betow. the cruginLcr is stating thae the uifocmation provided in diz suhrTUttsl is completi:. that the inforntiation providrd in the Submrrta! Checklrsr is accuraic, and the plaru and calculations arr in accardancc witli the Spokaae Caunty Stnndar jnr Sewer Cons cnon, and the Gutdeltnes for .Sformwuter Atwwgeneent, except whcre an prov cs iatioa allo s otheiwise. Engineer's Signatu , Date- E nginctr's Name ~ (plwsc t) !f ttrerp are uny yae.rnvns about thls jarnt or oppmprtnte procedurrs, please ccr!! Developms:nt Servrc-c.s. Spnkn,re Cvunrv• Puhlrc Workr, a1(SO)) 456-3600, For Spokane Count3► Use Only Submittal Na. Caunty Plan Reviewer- = Accepted in for Review or Caastruction Returned to the caginxr withaut rcview and/or acccptance, See attacficd lettcr of esplacaticm_ Processing Uate Submiual Chcrklist z Spokanc Countv Public Worics: April 29. 1999 S P U K A N C U lJ N T Y iINI510N OF ENGGYEERING A.1D ROA05 • USVtSt-jN «F i}{E PL-BUC WOAKS QEPAA'MFNT N+iIli,ns A. )ohns. P.E. County Engir►Kt Dennb M. Scott. P E. Dtrrctor titarch 7, 1996 Chuck Simpson, P.E. Simpsan Engincas. Inc. *i 909 Argonnc Rd Spakanc. WA 99212 Subjeci: [ndiana Ave P1nn Revisions Structural Pavemwt Section (1395134) l3car Chuci:: Thc road plnrs and structiual pavemcnt dtsign sccUofl for Indinna Ar•c has expircxi (on,mnally approved by thc County on Oct 11. 1993 under P-1504). This acpLration of thc plan approval, along wnth all thc proposcd rzvisions submittcd by your otLcc, has brought tbc swctiual pavcrnent secuon uncber ncw scrutiny. The swctwal pavcmcnt scctian includcs the asphalt course md undalying rock courses down to subgrndc. Thc ciarenl methods acccptod by tbc Camty fa 5uvcnual pavemrnt dcsign includcs a morc ngorous design appraach than what was tLsed in tbe dzsign of tbc previausly approvtci p1aaY. ransequently, Spokane Camty htts just rnmpicted an analvsis and design of the structural pavemcnt section, utilizing thc AASHTO design proccdurc. Bascd upon our work, we have detcrtninr,.d that ehe anginal desip thickncsses, of the asphalt and rock coutses, are adequaUe. Therefore, no change is noedcd in the caursr ttudkncsxcs from wbat %vas ongnully upproved, with the exapaon of the class of ughalt to bc uscd A capy of xvhai was onginnlh, approved is attachcd far your reaay referrnce. Spokane County Hmild like tu change the cl3ss of asphalt used in tbe pavemrnG In accardana with the County's currrnt pructicc of utiLung different grades of a.sphalt for cuch of the two lifts, the nsphslt lifts are to be: top lifl: otAsphalt Couc. Pavement Ciais A 10, cr: 2" of Aspholt Canc. Pave.ment Class E (tml oCX" of asphalt pavcmenel Wc hope thu.s nnswers vaur questions regardiag the structurnl scctions rmdcd for Indiana Ave. Sinccrely, Spok3ne County PubGc Works Dcpt. _ ' . Dean Franz, P E. U Pians Rcvictiv Dr-ainagc Enguiccr encl 1-hntncnp% cil :tniccuntl;ta%rtteril arclirn Ir-lan5apprn%cJ 1~1 11 ,?1 ~ cm B,, hr • pnrc Chvrinpmcnt iill ? femmtngs -De+dopment Scrvices EWnectllbLnager •-,irct ;il• t~r• ~ • .r,,,..,r.. ',t'a, • ~7~' lur'a6i00 FAX (509)32+03ie TDL? ,309J324-3166 -"~pr r r•~'n : -~Lna ~ ~ - - . - ~ ~ ~ , ~i• ~ M T- v? ~ SIJRFA~ING DEPTHS ~v...,L . ~-.ei.4~ I ~kA7""rSl.i=6 YlG7Pn.;;~rrs~~ kA N 7 T~ 'r~M' "°4 Cs -v tar++s ~ a I13 a~s~ xa 0 ~.rs,e- Y~M I ••-~,~e~t3-`~1-r 0 0 ~ ~w f " I ei." ~ • L+~r~.~s ~ ' I 0 ~3' IZG#oo ~~ncr~r~ 7;lO¢K--%,ti.Y j 4~s`rti:?Cj . i~(1~ a° v'4nc~1t G uvt cr e--~ e- lprxoa erYs e-rti} ;.~rrt~.~.•_`cc~ ~r~~~y"~, .-"~,~e34~s}.k~ Cart~en~ , 1 ~ i i 1_ 0 4 ~ i ~ I ~ ~ I I ~ h N I ~1 N I i ~ I ~ r I I 5 ~ - IM ~ ~ ; 'I~ I i i ,~I• ~ c ~ - ~ ~ ~ ( ~ _ - ~ ~ , ]4' r- t ACL _ ' - P P _ ~ d I I ~ _ . I I JIM 4 Nrt ; " ~ ~ J ' , . ~ - , ,li~- ~r_ _ ~ _ ~ f ~ f ' , _ • - _ ~ - ~ • _ ► ~ J -:2 _ - - - - - - - ` ~ , ~ ~ • - - - ~ - _ - - - - • - - ' ' 7~~ ~s'~. _ _ - . ' - • ' ~ - , - , - - - - ~ y , - _ _ ; f _ - • - - - ~ _ . _ ' t ~ ~ , _ ~ ' - - - - - ~ - ~ ~ ' - - - . . . . I . • ' _ " ~ _ . . ~ ~ \ 7r! ~ ~ ~ STRUCTURAL DESIGN CHART FC~~ FLEXIBLE PA1~EMENTS iYA6Ilt7MfTER it 'YAtUE 0 li3 247 r10 10 S a xU SCd +7n 3 ° ~ . . L . . 7.4' ? ■ ~ : ' . r. ~ 4 0 35' ACF * G 65° CTD., ] S' i Cf s O # ~ c1h '~.-----~-T~ ' 3.$-~-, r_ ` 7 .5F-~ , I L #l 75 ACP . fl SO' [fb, ~-•*~1~~~ , ~ . . . i? N 4 3 5 ACP t 4 ]3' AC6 • I : :-1,4^; a ~r s A ~cP • a [ r ~ 0 k 13 .35' AcP * 0 ~3' i{IN 0 30' ktR . . . ~ ~f _ g . ~ _ , . 2'0• Acr , f 4 °fl - ~ , A 4 I s• xC: ~ ~ y . _._..e~l~~ , ~ - . . . t~ ~ ~ • _ ~{Y . . ~ ' . I ~..SL'~ ~ ' i l.# ~7 y; I ~ ~ ~ f l . ~ , , t'T ~ R ~ • ~,f > 7- 0.]~i J > 0 3 4-7-; ~ ~ . rt ' - ~'~L.- r~ -dT• ~ ~ : . . i I I . q T~~ ~ • T~ ~ 0, .~~~•Ar„~.w~_..Y.~ T.._,~ I ~~,i . ,I v , . : . p ~ . ' , , ~ ; ;^'1 . . , . ~ ' ..~"""r'~~"'',~ T i i F •T~ -r-- , . , . ~r : ~+.i1..~..t. ~.,LL L o~ oS ! I,s C' I.S 70 1 3 }G 141f'.{}t ME SURFxC9NC, DFPTH IFFE1} C OL U45 A ~fz tsv 4. I~ • ~ ~ ` ~ ~ C ~ ~ 4 S;L ExAA4PtE Di3~n re Y .ul.+s oI ]'S en~ 0 Irshdii in~far oi 6 Q, F~BYiI IIhIfh A**4 +~~y...~ansrtf~ e.an'hr dsoa.n+.fi*a aa fgllowq. 4n aquOr*lawf SOp.wi diPlPt Or 10' 1 ravasd 10 1 7 1 mP 1104.w9 A~~ +75 ,R maaiili■d ewrlorrn4 dr,plA ■f I DS f■ri oN prinr I #ar e por~w.■n~ sf 0 3SPaor 11C!' 0 0 30 Idto+ CTj_ orlF 75 Peer ACO° • GIS fpo, F,C3 A ew faWind imrtqtin* tPrprti ■i 14-3 ?eei G+uund ta 1 tSl lae po.iF+hin! rl b]S te;~ AC~ ll 4- L A N- 't` C.IF_ f'~+1~~. ftiC ~ ~ . r v t`'~! ~ ~ _ C ~ ~ L~.~ ~ F-~ur~ 3 2 C. - ~ ~s ~~~~ENOEEP 1977 1 - - r ~ . * Y ~ i ~ ~ i L F i J • s ~ b c a 4 } Y • , 1 1 1CST,:. il i ~ LE 4 ! • * * • ~ • + m t i ! r + e w r ♦ ■ * ~ y ~~~K-A.LYE CL1 LlN1 1 3 17I':PARTMENT OF PTJBLIC WORK5 OFFICE OF 7HE COUN-TY ENGlN~~R N. 811 ~EFF'El~ON ST. 4l 1"' 4* i tiAN+--F1 i P•A aA 9i,.. 6V- LJ 18V Fl~ (509) 456T4715 TEL (509) 456-3600 r~ A~'E: ~'~~i~; TO: DE,]PARTME, NT: FAX T~~P,HON'E, VOiCE '1 ' LE~ ONE. i 4a ~FIO Nfi: P EP -kHTMENT: ~ ~ C NIi'~'1~ Nc~' S. A1-s a ,r4 ~ ~1 fj L. L- A ~~~'L- fAR~ ~tJLT=(- P -kG E 0 F ~ - ~l riE ehTr Sr'a .r~ ✓ '~.s CF. ~;,C~OL +.~'l ~YM!ra! F~E ~ u ~ t...:+1 r ~ G-o [ 7 • y ~ `t' t ' Helqlr3 l.ab- Ho : ? - 7RANSMITTAL 7 - I ~ lkli1.4ab Nss._ Caaarglcte{a ,-7 ;SR f+Fv ~ ' 13tind- JG Ho. Cpnlral SAmPl'a mo_'r-mld'Tos1 hkn_: ~ F r'44 hEC, T Ca~rikTrc~l* Ptr dr+rck ) Car Np, ~ T C.S F(o r ~ ~ r Praduce+iluDatp- Ca+arwty _Lplt rarV . f]usit4. ~eps~dr~t4t~sd~ L - A,O~r~~1~~ 1Maehe-~ J ~ ScaFpe4 _ ConlrnClnr! - _ ~Iccky~i~aN~s.: ~r,r PIf h4s~. !:1~Y`i~, e~".cr Saebeontroctvr, T ll~iat= Sto 1"°f~ Io51a ~Pkace 5amipledlTast~~~~ by~: 4r~lnnisariox Gnd~o-, 4C~ J~~l: ~ ~aamCAed 11t' J~' ,~p `,3iz, Lkof P~_- Foa'waided try: _5p2K~LW' idaie. Sartf~af+rd w= Ta~~~a 5.~~;No.; ` » M1tiw beaFqnlC}}esuo~- _ . Fillld. A=cPtancie RoJectoon JlnF-Lr - ~ a4ised ~o-n Finld TOaE Mo.: Fia3d Tele# RRSklltl}---ReP4ft All mCee@illl saae(r115phal1 1n Mlx' DeSion % F7an Ab Ex4GUt. ,{1. t 9ern~n ~ ~ I ~ I ~ I ~ ~ Is1 s M4icedwsaur , Fi*Its f Oi3! Eih, f.e0d 4 Pr s s I I ~ ~ I I I ~ ° I FimC7L16 r-itlf. 0- e.t.Lab.hhFs IL* Froe1eRa Coaesa , p ;~c■e'~ ~ ~ ~ ~ I, I ~ e Santl E~uhrwnt , w.k rMet r• Rrr Gram~?LtriL flernapbtlEyD,strictLaa. J ~ Prcjett 7 !`s _ w,,,iewat~~".e~x; 6'hAme: (SCdW) ~IIwJ f _G: e J1 ES: ]s Y41111a CGpY t'Nh, Sa•npla Yeauw cqpY'nr F'rol. C-iae^5 S: e E-'"±~Ri`' I'Ot{ LAB. NO« Sieve An6lysis of Aggregate ~ - - - Other '1"est Results T ' _ 3 :~:~ing Cu~u]~a ~.i~we d % Spec. % F ~ Los Ange1es '~est ~vr~~en Wt. Grms. Retain Pas5 . Req= Frac ~----__~~_~___~_~,r____n~z-----~------~-----------, ~ ~ • ~ ~ T7egrae~a~L.ion 'I'est ~ e 1 1 ' t 1 i - r'Jlllk S. Gr3V1ty - ~ F 1 1 ~ r i - ~ 1 ~ I1 1 1 SaTi41 F.qui.'Sfra1ent ~ 1 M I 1 ~ 1 ~ 4 I 1 I 1 1 - ..I 1 J F _ 1 I ~~st a'1~~io a 7 I 1 ! a ~ . . ~ _ . - 1 1 1 - t ~ . P 1 StabidoI:'1e4er- F., e V~ luv 6~- SW ~ ll PT"'G' S #31.1.1' e ~+F-~+ 47 ~,7eigli 1.' +yy~ 1 1 ~ra.~na,~{3 .C S~ ~i. 4or L G~J. 7"T ~r7arks Us. File x Gen. Fi1 ~~c ; Labor C+ades _ - - r)~rs . Tes~. ~ c. " ~atJUX-20 1989 ~y 1_8PE~~ -G.?m. Lab ni~t_A,~in. ~ T43 - c 4~ ; ~~c~HN R. SaP.AD~t P.E. . r~.°li. Eng• x 21~ ~ w I-.f:TE;~IF~i~S E~~~~INFEF' ~ -.t . t-l+~-T s. Er~g. a ~ ~ ~ ~ 11;.[1 :_I50-092 ~'tF-VISED 91'AR_ ~ ~ ~,r,nn r.+!' ITI~~ ~i rs~te~t OF rtRr,W+~P-OATAMN ~~r+~■ A■■~ - o'IXmpNr. WJl $$I ilt3qar% LaE1. !lo,- r-5 1 RANSMiTTA,` ~se, t.b. I'~ ~ 1r1aC4alal: _ _ r ~G?- C~reCrac9 7d~s.- t P1 SR No.= 9rand ` LI S'!'~ i 1['1 0 Control Seenplt~ Mo,_~" _ Fra9d 7es1 No,- - F_A. Nv.= ~ ~ - - - Cirti~^.aTr Na.: ~ Tru~*lC44r NQ' ~ G.S. Nc,' Ovaeh Flspnasentod_L.ltf,g j,Crlt'7,/t"rFraduc1dtot)ate Gauncy,_-Scc. X-"1~ ~ . ~ A911ragpiea7 W~y~sd - S~e~p~e~d ~ G~ntr~rloe S9ackpiIe Na - p It Na.:~~'~k 5iubcarstractnt ` - - - - used aI: 5t4 1 2~+~t_' r_ R~ sIA ~~;FlNce= ~ 0 s~' im~t]ad iTeal~ldLy: - C}roartltfi!lr3AGods- Sam~l~d Forwnrdoci by- e-1;t _ Drio: ammoh?d 5PS ND ~ _ - P&r Dei~ign bosire+f ` r-aeed, Accspfiiecs FleaectLan fiaeedon Ftaf4 TemHo.- ~ r iqk) Taal FGio 7u11I -fRepprt aNf qcrawA ueed; A74Phd4t1 in Mix; besi9n -'b PEan s' % Extrecl - ~ ~ sus.f, I I I I ~ I ~ S I~ Yize~nema I F6M I Mzl. Lah, I €wbld % p'13as r y --I I I I M I Faod'~e ! Disl.L &4 SwFoea I Gr4115 ~Lt u. F[errr,~~c.,veu by L1;s[r,ct 1,eb wrr 2 Orir ~ C.' w■i D Dry . il_lfue- - ' ' HQ UB JUN 13• I,(InA ~Y !~C-+ISA F+ndne_ (SCAN) d -J' I Ff'+'1 €C ~A oc,- W14111Y Cd777 w1915 siilrp':b - - Ysl&dw C=VY tcrr P'r^9. FiIwt _i.eAB _ 11S.+. _jC! 1z) Z, Z.ieve Ana3ysis c~f Aggregate Other Test Results - ~ _ - - - L----- - 3_,- - _ a !5 a_i n g Cumulative % Los AngeX~s Test ~ =een Wt, Grms. ~~tais1 Pass. Peq. Frac ---m°-- - - - - - - - - a_- z_rs- - i i DEg1^"c3~atiC7~ ~~st B'U lk S. Gravity M I a I a 5! 1 1 e I~ ~ { S and E~uivaient ~ I. . 7 X 1 ~ 1 DEl'St RatiCJ e i _r~ e s r~ ~ _ 1 i I t I 1 y•' I 1 f ~ f 4 1 d I Y 1 f j i I F 1 I ~ Stc~bll~ ~ ~ q i , ~ a I '"TJ3eti' = o . i o u ~ r ~ a "R" Val1°iez- r i i ~ . 9 SS~'~Rll ~y F ressure 6 L1raT:lage Fc`iCtC]r T'? ti: al Wr 1 ght ril a .4 k~ atlS. File.?,_ G e r.. F 11e,~.: i L3boS- C'.OdeS 'hYS , Tt?5t 11X__ Q. C, i i ~~tJUN 20 1989 XL-T Lr.3b Ltist.~ldrtlll"L. ~ a wOHN R. SiR'F~D~i 1',~' . . ~n g. 6, 30 ~ MATERI~ S ENGIi~ ER lit. s , Fng f~tll ~y .IlfJ dAw't ~ - ARTMerrr oF TAak$RDRTrRT16M - w.ra.~■is Lrdar■1d,y w.c7. Qak 1d7 qg~ ~4~L SAMPPLE C7YYyn.pFf. wA UL44A T~'i p~AN+7' ~+MITTAL +4qd'a Lah W o- ~ ~t [1e91 Llb. NP,; LahrraGl f~lo.: I '~."`~'1 r' f~T41~~+Jaa; 5R H~.. St- . e? CgnltaG SamPdes hFm,' ~ Fiotb Tsst k1+3., F.,P- Na.° C*r#1I'►ente No, TruckxCar Na - C.S. Nn,° ` - . avsRl Rtrpraaemlgi3° Lj~~+*)oro4uend t+o Drir ~csrrr,9yr: 1-{''~ ApWepaaBa wwahed ~ Scaipta C-rntractear SlockpO r No, F,I Na-; ~ f "•,S~ ~~s~,~ S4bcmrolrnzl4r kJ9ec~ at Sla,~ ~a'YJ' to 5ta ~.,e'"' var~poa~rT~toaf by:,"-~` ' +n2,;r~ 4rgnniz atlort Code:_~~ Sampmed aS_ 1 : . ,t" r r IFGr.raeC4ad bY' C CP. - f- - Drte: Siimpaed .y'~-' ~ i'omfeJ S,PS Na ~ hRfx Ciesiqn paalrede PldJd: ACCEpiafiCol, "7 B83$cj911F4Pd iesl Ftc.: ~ FinIg TaatStiaalla-Flepvr# tLi xstuene usad: Asosk! on Nlia: Drarpn a6 Pfarn ' q4 ~xit,a~E~ 9b [ S1^-~ 1,$recu"qvui 3 Fiwd ~ Os3.EAh. Cleat.lxh % Prr■ ~ 1 6 ~ C I I I I I - y ~~eturr G4ur~~: SPre4; 3_ ~ ~ ~ • ~ 1 I ~ ~ 9wodE9s11YNRTM1t' I r w.t D.Drr f n woi a arr Graa^s+kbv_ RemTVVOd kiy bd C I L p - _ jrai ~Zri 4Iti b s. 10 I ~'r~I ~act 1 Ee~fr~ee-r ~0,-1° F~~+ a~~.?c~ Rhwne- ($G~►N) rt} I Fit4~ E.• La .9*7. 1Yh111GwY~Itlrr'atnoa Yrlkawf_'apy P4)1 P"jI p iFld CF'S T F:F F- F 0 R LAB. N0./,::77I"/2'--'- Siewe Arlalgrsis of Aggregate ~ Other Test-Results - . 'assing Camulative % % Sr+ec. Lc~s Arrgeles Test ~ r,- - n Wt. Gt`rrs. Re#,ain Peq. Frac r ~ - ~.~y,~__ ~ _ _ Deg~-adatior~ ":est i 4 i " 1 ! I ~41h S. GraYity . • I 1 9 ~ ~ { ' . _ I. I 1 1 1 1 ' I 1 i 1 1 1 Sand Eiau.L valeal. t A I I 1 . 1 . I 1 „ I I ~ M ~ f 1 1 I 1 1 1 aJTAusy RaU~.y, io ' I II I 1 ~ 1 6. " Y 1 I 1 I L . ' I 1 1 I I I w7Lrabilometer: ' I R a I 9 I ,i ~y I ~.~.fr .J~4.~' R va 1 Y 1 I 1 I sa~R ~v.IL i 1 Pi ~.iv~i.uF x ~+~+u#'\+ ¢p " 1 p 1 I I a _0--,j'L Drainage Factor T ,_it.a1 r4'"~I'e1 ~rr~lt _ _ ~ ~ ; [✓r r.,,r ~ r'9 ~`K i`;1s. Filelc--- Gen. File_)C- ; Labvr Codes _ 'hys. I-est Date ~ 1'~Rg sy °AL~_~tt, ~ra'~ Di:~tc.fiCir"Ml~I,R T ,j~ R. S'1''R~'~DA F_E. ' - -i-uj . Era g . - c±~~?~ ~C ( ~ ; 7- 3 ; M~4 7EF I L S ~;I~GI E511 ~Iv~l r ~ ~ ~ I ~ _ ~~rs - ~ r _ ~ f r' ~y=,/~,,~'... ~ ~~y.,,,~ }s~c~ BORINa Nv. ~ SUSSURFAGE a~~r r OF .1 -3 EXPLORATi ~ON LOG . .Poo No. JCYa i'f7`LE .BY'kJ-V 10~ sr]. ,4 T,,,,t, LOCAT117N F~EI4TiJRE '4: ~ O~hiii]IFiATE$ rRMLL ~ ANGLe aEAiRtNa ~pEF, Et. ~nA712M DRrLLiNa cOtiTFIAcaoR nRiLLEIT SAMPLE HuMIAIER: wT. Dp4P rrPE - - SAS*4-E iLw o o z n s~ATERIAL aEacRIPtiOre C3 ~ LU ~ W ~ ~ m ~ ~ ~ ~ ~W ~ ~ a- M a~ ~ ~ I ~ f ~ ~ ~r'IO fe + ~ ~ I ~ I ~ i I ~ I Hd]7'E; THE LOG l7F OL6SURFIk{'E CQG,01TIOMi9 34{)S!Writl WJFIE'DN AF"F'LIEB CMtY I1T T'r]€ SPEr, IF 1C BOFilFfO I,i?GAT1ON AN'L] AT T~iE pAlF lNdkCATED. Ifi hS Nt1'Y wARRAMTEfk 7C} 6E RlEPFiE8cwTATIY:E OF 5UE3SUFiFACE CC1NDlTfi]NSAT O7HER tOCATlC)N!~ ANC 'flA,6l~s_ aORir,r43 No_ SUBSlJF~FACE $rEET ~-Z OF EXPLORATtON LOC JOe 140. A+? N3B T17LE BZie1 ~1 F~r ~~c5 *-5-Y I 1,ri°42 1 ~-P. D-F LQCAT941J F'E14TUNE _ C0 f}lalfllMATE9 120 124_,}fb 4~ @A FF. -L" -f -P 9- i]FI4LL "7 ANl3LE EEMlN3 EF. EL. ~;.,~~r DRIL~.ii~t3 CC3#~fTFtACT~QfI _ Of#ILLER ~ 1*1 IkOPEG3.i~ SAJ41PL'E w4J1Mk1E.R: 1M-r. DADP 7YF'E ~ O i] Lj M~ ~ F.. ~ i vJ Lu k1ATEFifJ#L QEBGAIf►TION ~ so J LO u 2 [3 ^r.~ f 1 m C3 i~C C6 c l ~ p tlade/ 67raveI W/o r ~ c,:,; ~ e- ~ i c. 5 C7 .,.,-~r, ~ 5eii 0; 6otgrly i,0 -e- cq~~ , ~ I I ~ ~ ~ I I I ~ ~ I i ~ ~ ~ . NO'#E: THE LOl3 OF -9L5d.,JFiFAGE GQhiI}ITE13F#S S,14+rti'N HEF~Cr7 APPLIICO QN1LY A1" filiE BPEC tF IG BClA1FNQ L"h71ON AwPf3 AT 77HE DA7r~ ffa[]1C14TED. IT I:9 Nt7T W14F1RAl+iTr-il 70 REPRESENtATIYr- 0 F 9L3B31lRFAC~ COhiL7iTlt31i8 AT O7HE## LOC14TIOt,f'~ ANC) 11 ME3, - r; 1 BoAir+c~ No. 3 ,k~h SUBSURFACE BMEET ~ oF C Y s EXPLORATION I~OG J09 NO JOB T I T LE ~Tkj~l/ u l~ ~ d-f Tiac.k s LOCA? tON fEATUAE COORDINATEa j 30 { s0 &--DATE e' L- y ORILL '7....~._+Zr ANaLE BEIWIl1G ~ REF. EL. OATU1~1 Qfi1LLING CO/tTfiAC70R ONILLEii ..ly'aINBPECTOA 8AIdPLE MAA11dER: WT. DROP TYPE , i 6AMPLE O O W ~ ~u ~ Y z f. Y W f- w~ 4ATERIAL DEBCRIPTION ; ~ a a w c uQi Zc~ W d N. c~ O a Z ~ w- ~ 3 ~ O ~ v~~~ ~ Z~ ~U ~o( Q ~ ' IIa 11.~ C ra d~~ w/s . ~ry s~~•1 ~t- ca b~~c C34.-tc SQ •`^L 5 ~ ~nd o~ ~o/ ~r4 (ri0 rC ir- SR . I 9 . p4pTE; 7 LpQ OF S,B.%fIFAGE COPDITIONB 94OWN FEj;jEON APF'1I18 ONl1' AT tME BPECif IC 80HIN0 LOCA71pN AND AT THE DATC INpICATEO. IT 15 NOT WARRANTED TO ESE REPRE9ENTATIYE OF 9iJB9UAfACE CONflfT1pN3 AT O7N[R IOCAT10K9 AW0 11M£8. - SUBS~lRFl'~CE Bc~~r~r+t~ erFJ~ 7 EXP~~RATIONFLOG ~ JC]B HO.. ~ ,JtSB "fD1`LE +~~WV Pr•1ll,~- 1~✓~y 370 . T LacATIox ~xTur~E cOoRDowA~rEe ~ z D,~TE DraiLL o.NOLE eFAaIAG Fl C; F. E L. DjkTuM aRjLL4hlCi CO4[TFtACT33R i3F11LLL-R -O-LG(a(fel•~ IM9PECTCil4 SAAiPIE HAILIIAER: tiV-r. DFCt7P TYPE L W O 0 Li ~ f Z r 1AATEFiIJ4L crEsCAiPzION X w Lu <t 3: r ~ u a ~ qC LU J' 0 0 4( O ~ 4~ pL1 L? ~ p~ fY ~ in cc 0 W~rqL ~ _ . . I I ~''ti ,~1c~,~, ~ ~ ~ •~+,P~'~~ ~ 1 ~ 5.,J +a-c ,Oc.'r~ ri 4:) . ~ TE ~ , . . . , ~ i ~ - ~ I ` I ~ I I ' I V s hFQTE; Tl-1E L04 CIF 9-&9uRFAGE COFDhtIoKg :,40wFC hEFjEdN 1riyFtkC6 C7MLY AT THIE BPEClFtC d~DFtlFalU Li?CA110N AHD IIT TNE VA1F 9h1O1CATECs, IT I:3 H£}T ''ThPARRANMi3 YC} BE REF"fdf-SE+tTATIvE CaF 3UBSt.IRrACE COMGIfi1ON$ AT 4PHER LC]CAtIC}FfS 14ND filktrz9_ ..r aoRIao ►eo. S ' SUBSURFACE eHEET s' oF -l~ EXPLORATION LOG Joe No. J08 TITIE _aTVV pi•,eS scqAtlo-l LOCA? ION FE/ITURE COaAO1NATEd hQ DATE 6^_ $ ORILI Z~--Zt ANaLE BEJWiNO , REF. EL. DATURi DRILLINO COIrTRACTOq QHIILER 1NSPECTOR 3AkIFLE MAMMER: WT. OROP TYPE ~SAMPLF = W ~ ~ ~ 20 W 1AATEiiIAL OEBCRIPTION ~ F- y z = W~ p t < k. r W CY I:J Z C7 W d ►C- w G~ tY. cL 5 i z~ ~ J 0~ ~l Q u t ui Z m 1 v ~ O a¢ . sa.,~ ~ co~~~G (pra✓cl wJ5111'7F s - E^l ~ ~Dilny (p0 fGt-Sa f) i 8 • FIC ING B. REP~'RE ENATEIV~E O LBUBS~1~ CE CONOITIO'NS A OTH A LOCAT`ION3 NO T11TM~AE ~ AND NQTE: THE LOG R~R HTED CONDITIONS IttOtCA1[p. 1 I Np eoRINa r+o 6 t>>n~ SUBSURFACE eHEET oF 13 EXPLORATION LOG J08 HO. J08 TtTLE .6rWA1 J,•)ey °l"su~~~va~ sp. Ot 7~rac~S LOCAT ION FEIlTl1RE COOR01l1ATEa J-rC4 laJ -GATE -b-Z`g 9 QRILL :7~ AHOLE BEIWINO ~ ~y ~~~A~~EF. EL. OATU►/ DRILIWG CONTRACTQR OHILLER "~~45•~1°"' INdPECTOA 9AMVLE HA1d►aER: W'T. ORaP TYPE CC eAMPLE Z W y, k ; ~ Y Z ~ z 1AATERIAL DEBCRIPTION N6 ,,,p~Z ~ a ►Q-o o ~ ut ee b 1 u+ m > o p I 0 W U4~~' tcp ~Q Zm = V 0~ O 91- vm L va ~ler G io~~~ w/s, !i7 Sa..1 V. co re *-Wsar) I s . r{pTIE; T!f LOO af 8l6tllf4FACE C0NDITIONB SHOWN FEFEON APPLfEB ONLY AT TME BPECIFIC BORIHO LOCATION AND AT THE DA7T INDICATED. IT 13 NOT WARMN7ED TO BE AEPRE9ENTATIVE OF 9UBSURFACE CONOtT10N8 AT OTHER LOCATlOH9 ANQ TlMEB. BOR 1!W NO. 7 FnSUBSURFACE eHlE`E-r ~ of 1-3 . i EXPLORATION LOG J09 k0. JOB TiTLE -BTV Al p.~ey 1F- S►1 /11 v0 -7 sn Tiqc fC~ LOCATION FF-ATURE COORDINATEa T4 /OOr 2S OATE ~-Z -g4 DHIIL IS~s- AIiGLE BEMINO REf. EL. DATU6/ ORItLINO CONTRACTOfl OHILLER L fINePECTOfl SA1APlE W►YIAER: WT. DROP TYPF 8J1MPt.E Z OC , u, O o tWi W lp ~ x = Z W LAATERIAL DEBCRIPTION ~ x ic Z W W « M 6, ~ J W W t7 2 d O 3 1fl ~ O U Z O Q zo > 0 ~ a o m'[~ a a = m ~ ~ a Vd)fe, Grd✓cl w1s,Jty sa.,J • r l ~ ~ ~Sa•~+G as Sk•h~~~ 5 F,,cf o.F jfo~ i.~y r,,, o r e~••s, ~ s NOTE: TFE LOO OF SJB9lJRFACE CONDITIQNt1 OIOWN tfFEON M'P11E8 ONIY AT THE BPECIFIC 90HINp LpCATiQIi ANO AT THE DA7F INDIGATEO. IT 18 NOT WAAHAMTEO TO BE REPHE9ENTATIYE OF 9t1BSURfACE CONOITIONS AT OTH[N LOCATlON9 ANO T1ME9. . ~3~ sr~Aer+c► ~a SUS SURFACE OF EXPLORAT1OJ~i LOG L}B J€}B T I T LE -P + +'tj A!' D' 1F- ~r.~ ~~~~J~ •7 5,0, o-( Lt]CA1' I0Fd Flr--ATIJRE CCIORQIMA7IE19 -~rt~~ DRaLi --7-J Z 11NC3LE EEAA3!(Ifi Rff. EL. 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(~a)~e Grove~ W/5,~~'7 5a^J ~r ~c53~C 0~ 0 I Y ~ g ~ - - MpTE: T1-LpC1 CF ffi8t3URFACE CaNDITtON9 &40WH tiUEON AP'PLIEB ON1.Y AT THE BPECiFiC 90R1N0 LOCATION AND AT THE DAlS 1NQICATEO. IT 15 TiOT WAARANTED TO BE REPHE9ENTATIVE OF 5tJ85UFfACE COND1710HS AT OTHEFt LOCATIONS ANC TIMEB. dOp' r , 62 Ma~eiials Testir~g & Inspection Septvrobcr 12, 2000 Rober# J. Boyle l lanson lndustries, li7c. 15]02 E. indiana Avenue Spuk;irre2 W11 99216 RE; Inspt:etion For futurc Inciiana Avcnue Hans+arr Center F~t Dear W Boyle: Northwest TL-sting Cumpany, LL~ ("NTC") lasreviewed the preliminarya unappraved p1~~s, prepared by CLC Asscciates, Inc, dated August 4} 2007 for th~ exiension of lndian,a Avenu4. N"FC is pteased to provide you with $yl apptiir..abl4 inspeclion and kessting, except ass noted, for the work pursuant to the cequirernen#s ~ild guidelines of Spokarte CoLmiy. N`['C is approved to perfarin such work or wil➢ hhave qt,.a1ified cansultants svailable to meet all 5pokane Coiiraty requircrncnts in ordcr to hsve lndiana Avenuv revicwcd, spproved and accepted. NTC wi[l pravide the follavving services. f _ Inspection anc# review of all s~bgrade worrlc 1 ZnsWctiun and maew of afl baw maten-al work 3_ Inspection and redew of wQrk r~~ating co the placement afasphalc paving 4. Inspection sund review o#`w~~k relating to the placement of concretc +curb snd gutkers, sidewa.l&-s S. Inspection and rev-iew of vmrk rela#sng tn the placement of all storm wwa[er treatrnent improvements 6_ Test, analysis and per#`ormance of all soit and cumpaction tesking. as required 7. Coordination vw]tl~ Spokane ~ountyr a-S leqll3LzCI. 8. Prega.ration of As-BuiZl record drawings as required by 5pokane ~cunt;v in cDnjunction with GLC Assvciates 9. Exclusiarts: asptYa1t rice tcsting„ co~crete cylinder testing, mileage at S.38 per rniler multiple icsts due 1o cor,traetor cnut, engineering plans, sewert water 5450 E. 5c1tice Way. tJnifi C - f'ost FalIs. ID 93854 •(Z0B) 777-7744 - Fac (20$) 773-4756 f Northwest Testing Company, LLC will perform these services for the sum of $4,500.00 payable in monthly progress payments. Services will be billed at an hourly rate. The price quoted is based upon quantities indicated in our proposal. If a change in quantities occurs, a corresponding change in price will occur. Please acknowledge your acceptance by your signature below. It will be a pleasure to work with you to construct a quality project for your development. Accepted: / G Date:4,1, orP f Mitchell R. Keith Northwest Testing Company, LLC STORMWATER CONVEYANCE AND DRAINAGE PONDS OPERATION & MAINTENANCE MANUAL Hanson Center East CLC No. 98573 September, 2000 By C.L.C. Associates, Inc. 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509) 458-6840 1.00 PURPOSE This document is intended to provide general operations and maintenance guidelines for the drainage ponds and other drainage facilities located within the Hanson Center East final plat, which are located outside of the County road rights -of -way. The property within the plat is zoned for commercial use, and therefore the development of the individual Tots will include onsite drainage design. The information and recommendations contained herein are intended for the roadway improvements necessary for Indiana Avenue only. Implementation of these guidelines will insure that the drainage facilities installed will function as intended in the design. 2.00 INTRODUCTION Generally, the drainage system is intended to collect upstream onsite stormwater runoff and convey it to the various drainage ponds. The drainage facilities consist primarily of a series of onsite drainage structures, storm pipes, treatment/storage ponds and drywells. It is of the utmost importance to provide adequate operations and maintenance activities to insure that the drainage facilities remain silt or dirt free, as this silt or dirt loading will affect the performance of the storm pipes, ponds and drywells. If these facilities were to become completely clogged, the only remedy would be to reconstruct the drainage facilities. Therefore, periodic maintenance is a must. A full set of engineering drawings is available for review at Spokane County Public Works under County file P-1504B. 3.00 GENERAL OPERATIONAL CHARACTERISTICS The drainage facilities for Hanson Center East are generally very simple, functional, and have low maintenance requirements. A periodic visual inspection of the facilities will identify any required maintenance. Most maintenance will consist of keeping the pipes, structures and ponds free of debris and sediment. A specific inspection schedule should be followed. See Section 4.0 for recommended maintenance schedules. 3.10 Drainage Structures and Storm Pipes The drainage system within the plat includes catch basins and pipes, which conveys flow to the ponds located at the lowest point of each drainage basin. The drainage structures within the ponds include 3 Spokane County Standard Type B drywells. CLC Associates Hanson Center East 3.20 Drainage Ponds Drainage ponds are located at or near the low point of each drainage basin. Site maps showing pond locations are provided as Exhibit A, attached to this document. Each pond has an eight -inch stormwater treatment depth (208" treatment) and is enclosed within earthen berms. The floor of a 208" pond includes the level portion of the floor of the swale and the side slopes up to the outlet elevation. The soil located in the floor of the pond shall be a medium to well draining material, with a minimum infiltration rate of 0.5 inches per hour. Two ponds provide "208" treatment to the eight -inch depth and overflow into the outlet structures. Pond volumes and outlet structures were designed to address the design storm volumes for the 10-year storm event. Pond characteristic information is provided in Table 3.20A. Additional information is provided in the engineering drawings on file at Spokane County Public Works, under file P-1504B. Table 3.20A - Pond Characteristics Pond Label Pond Btm. Elev. Pond Btm. Area Pond Volume @ .67' depth Outlet Structure Outlet Elev. Berm Elevation A 1974.89 9041 6057 drywell 1975.17 1980.00 B 1987.11 5123 7646 drywell 1988.78 1993.00 3.30 Infiltration Structures Infiltration outlet structures include double -depth (Spokane County Standard Type B) drywells, and are used to infiltrate stormwater runoff beyond the required treatment volume. A copy of the Spokane County Standard Plan B-1a Precast Drywells Placed in Swales is provided in the appendix for reference. These structures consist of a grated inlet, perforated concrete barrel sections, and buried washed drain rock, wrapped in porous filter fabric. The grate inlet elevation is set eight inches above the pond bottom to provide "208" treatment storage. The barrel sections and washed drain rock provide additional storage during infiltration. 4.00 MAINTENANCE REQUIREMENTS AND SCHEDULES Below is a maintenance description for each of the drainage system elements contained within the Hanson Center East development, including the drainage structures, pipes and CLC Associates Hanson Center East ponds. All drainage facilities located outside of the County road right-of-way, are expected to be maintained by the property owners association. The property owners association shall provide to the Spokane County Engineer the name, address, and 24-hour phone number for the entity responsible for performing routine and emergency maintenance, inspections and repairs. This information shall be confirmed on a yearly basis. The property owners association shall provide notice of any changes to the Spokane County Engineer within 15 days of said changes. General Proper maintenance procedures are necessary for the continued functioning of the drainage facilities. Improper maintenance, or lack of attentive maintenance measures, may result in negative drainage impacts. It is strongly recommended that the property owners association designate an individual who will be responsible for making sure the maintenance measures are implemented. Generally, maintenance personnel are to conduct a visual inspection of the drainage facilities immediately following a substantial rainfall event or snowmelt event. Substantial events include: • Noticeably hard rain for a short period (30 minutes or more), • Steady rain for a long period (6 hours or more), or • Significant rainfall and/or snowmelt when the ground is frozen. For long duration storms, longer than 24 hours, maintenance personnel are to inspect the drainage facilities during the storm event to identify any developing problems and correct them before they become major problems. 1. Inspect all drainage structures (pipes, catch basins and drywells) to ensure they are clear of debris and obstructions. 2. Inspect all pond berms for breaches. Immediately repair any berm breaches with native sandy soil, compacted in place. The above noted storm related visual inspections are in addition to the maintenance schedules noted for each item. 4.10 Drainage Structures and Storm Pipes Culverts, catch basins and pipes should be inspected every 3 months, or after every significant storm event (1/2"of rainfall ) and/or snowmelt event, whichever is more frequent. Visually inspect the pipes, inlets and outlets, making sure they are clear of debris and checking that the pipe is in good condition, without breaks or cracks. If there is any obstruction present it should be removed immediately. CLC Associates Hanson Center East A flow test in the pipe can be used to readily detect major obstructions or breaks in the pipe. This test requires a water source (hydrant or water truck) and a person at the downstream end of the pipe observing the flow exiting out of the pipe section. All catch basins should be cleaned (vacuumed) every 3 months. 4.20 Drainage Ponds The drainage ponds should be inspected every 3 months, or after every significant rainfall and/or snowmelt event, whichever is more frequent. The ponds consist of earthen depressions constructed from native soils, enclosed within soil berms. Each pond should be sodded or hydro -seeded with a dryland grass mixture, at a minimum. A lawn sod can be used if regular irrigating is implemented. Routine maintenance and inspections of the pond will include removal of any accumulated debris, such as leaves, weeds and trash. Any obstructions which would not allow water to flow freely from the ponds via the outlet structures should be removed or repaired. Additionally, the berms of the ponds should be inspected to insure that they are in good repair and structurally competent and that no outflow has occurred other than through the outlet structure. The property owners association shall be responsible for replacement of any grass turf and underlying 1-foot depth of soil in ponds whenever the vegetation appears to indicate a problem due to contamination. The turf and underlying soil shall meet Spokane County requirements for permeability and cation exchange capacity/organic content in effect at the time of replacement. The Spokane County Engineer requires soil tests where average pond depths are greater than six inches. One test each for cation exchange capacity and soil organic content per pond bottom area 1500 square feet or Tess is required. Tests shall be performed on a well -mixed composite sample consisting of the top six inches of soil from at least four cores uniformly distributed over the percolation area. If the average cation exchange capacity of the soil is 15 milliequivalents or more per 100 grams, or the soil is 2% or more organic carbon, the soil will be considered suitable for stormwater treatment. 4.30 Infiltration Structures The infiltration structures should be inspected every 3 months, or after every significant rainfall and/or snowmelt event, whichever is more frequent. These structures consist of a grated inlet, perforated concrete barrel sections, and buried washed drain rock, wrapped in porous filter fabric. During routine inspection, if standing water is found 72 hours or more after the last significant rainfall event, the infiltration structure is most likely clogged due to silt and sediment. The structure shall be vacuumed of standing water and sediment. CLC Associates - Hanson Center East 5.00 Recommended Set -Aside Funds for Maintenance & Future Replacement Costs There will be annual maintenance costs, major renovation costs and future replacement costs of the drainage facilities. These costs are the responsibility of the property owners association or successors in interest. Major renovation and future replacement costs have been converted to annual costs, in the form of recommended set -aside funds. It is assumed that 1/2 of the pipe and 2 of the 3 drywells will need to be replaced within 20 years. The estimated annual maintenance costs and recommended annual set -aside costs are listed below in Table 5.00A. It is recommended the property owners association set -aside these amount of funds annually, to ensure that adequate maintenance and replacement measures of the drainage facilities will be implemented. Table 5.00A - Maintenance and Future Replacement Costs Drainage Facility Annual Maintenance Costs Annual Set -Aside Funds for Future Replacement or Major Renovation (1) Onsite Pipes & Drainage Structures $ 2,000 $ 2,640 Drywells $ 1,000 $ 360 Sub -total Annual Costs $ 3,000 $ 3,000 Note: (1) Assume replacement in 20 yrs, with 4% inflation and a 6% rate of return on investments for set -aside account. Grand Total/year = $ 6,000 Cost per lot/year = $ 250 (24 lots) CLC Associates _ Hanson Center East CLC 707 West 7th Ave. Associates, Inc. Suite 200 Spokane, WA 99204 (509) 458-6840 (509) 458-6844 FAX PROJECT SUBJECT Planning Engineering Architecture Landscape Architecture Land Surveying BY .N affitlre of Colorado load Coosekents,Ix JII NI. 98s 7 3 1110 PACE If DESIGN Depth of Burial For PVC Pipe Flexible Pipe Theory: PVC pipes are classified as flexible pipes. They flex without breaking when loaded externally from soil weight and vehicular traffic. Rigid pipes, such as those made of concrete or clay, do not per- ceptibly flex when loaded and experience wall crushing when their load limit is reached. This mode of failure for rigid pipes has given rise to the terms "crush strength" and "D-Load", but these terms do not apply to PVC pipes. When a PVC pipe encounters external loading, its diameter will begin to deflect, meaning its sides will move outward and slightly downward. If the pipe is buried in supportive soil, the stiffness of the soil will resist the deflection (see Figure 1). This action and reaction is the key to how a PVC pipe carries external Toads. Figure 1 Flexible Pipe Deflection UNDEFLECTED FLEXIBLE PIPE DEFLECTED FLEXIBLE PIPE TOTAL LOAD: SOIL + LIVE 11111111111111111 Illlllll Ill}Ill1 VERTICAL SOIL REACTION FORCES OOfAX TB-D5 December 1994 The combination of the embedment soil stiffness and the pipe stiffness form a system that acts to support external Toads. By itself, the pipe may not support much weight, but the soil/pipe system can have tremendous load capacity. A PVC pipe's resistance to deflection in an unburied state is measured by its "pipe stiffness". Pipe stiffness is usually less significant than soil stiffness in PVC pipe installations, but in general, a higher pipe stiffness results in a higher load capacity. Soil stiffness is most affected by the level of com- paction achieved, and to a lesser extent by the soil type. Soil stiffness values for various condi- tions and soil types have been derived through extensive testing. Calculating Allowable Burial Depth: Because a PVC pipe flexes rather than breaks when loaded, the failure criterion is not fracture strength. Instead, a limit is placed on pipe dia- metric deflection. This limit is expressed in terms of percentage reduction in diameter due to exter- nal loading. Industry recommendations for maxi- mum deflection are shown in Table 1. Table 1 Maximum Recommended Diametric Deflection PVC Pressure Pipes PVC Sewer / Drain Pipes PVC Electrical Conduits 50/0 7�Y2% 5% A "failure" of a flexible pipe system from external loading is defined by the point at which the top of the pipe begins to experience inverse curvature. Research has shown this point occurs at a mini- mum of 30% deflection; recommendations for maximum deflection therefore incorporate safety factors of 4:1 or 6:1. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY In order to determine the suitability of a particular burial depth, a system designer estimates the pipe deflection through the use of an empirical equation called the "Modified Iowa Equation". A simplified, conservative version of the equation is presented below: Modified Iowa Equation DEFLECTION = 0.1 (P+W') 100 0.149 (PS) + 0.061E' where: %DEFLECTION = predicted percentage of diametric deflection. P. Prism Load (Ibs/in2): pressure acting on the pipe from the weight of the soil column above the pipe (also called "Dead Load"). Prism Load values are found in Table 2. W' = Live Load (Ibs/in2): pressure transmitted to the pipe from traffic on the ground surface. Live Loads values are found in Table 3. PS = Pipe Stiffness (Ibs/in2): a flexible pipe's resistance to deflection in an unburied state. Pipe Stiffnesses values for PWPipe products are found in Table 4. E' = Modulus of Soil Reaction (Ibs/in2): stiff- ness of the embedment soil. Values for Modulus of Soil Reaction are found in Table 5. Table 2 Prism Load Soil Pressure (psi) Height of Soil Unit Weight (Ib/ft3) cover(ft) 100 110 120 125 130 1 0.69 0.76 0.83 0.87 0.90 2 1.39 1.53 1.67 1.74 1.81 3 2.08 2.29 2.50 2.60 2.71 4 2.78 3.06 3.33 3.47 3.61 5 3.47 3.82 4.17 4.34 4.51 6 4.17 4.58 5.00 5.21 5.42 7 4.86 5.35 5.83 6.08 6.32 8 5.56 6.11 6.67 6.94 7.22 9 6.25 6.88 7.50 7.81 8.13 10 6.94 7.64 8.33 8.68 9.03 11 7.64 8.40 9.17 9.55 9.93 12 8.33 9.17 10.00 10.42 10.83 13 9.03 9.93 10.83 11.28 11.74 14 9.72 10.69 11.67 12.15 12.64 15 10.42 11.46 12.50 13.02 13.54 16 11.11 12.22 13.33 13.89 14.44 17 11.81 12.99 14.17 14.76 15.35 18 12.50 13.75 15.00 15.63 16.25 19 13.19 14.51 15.83 16.49 17.15 20 13.89 15.28 16.67 17.36 18.06 21 14.58 16.04 17.50 18.23 18.96 22 15.28 16.81 18.33 19.10 19.86 23 15.97 17.57 19.17 19.97 20.76 24 16.67 18.33 20.00 20.83 21.67 25 17.36 19.10 20.83 21.70 22.57 26 18.06 19.86 21.67 22.57 23.47 27 18.75 20.63 22.50 23.44 24.38 28 19.44 21.39 23.33 24.31 25.28 29 20.14 22.15 24.17 25.17 26.18 30 20.83 22.92 25.00 26.04 27.08 31 21.53 23.68 25.83 26.91 27.99 32 22.22 24.44 26.67 27.78 28.89 33 22.92 25.21 27.50 28.65 29.79 34 23.61 25.97 28.33 29.51 30.69 35 24.31 26.74 29.17 30.38 31.60 36 25.00 27.50 30.00 31.25 32.50 37 25.69 28.26 30.83 32.12 33.40 38 26.39 29.03 31.67 32.99 34.31 39 27.08 29.79 32.50 33.85 35.21 40 27.78 30.56 33.33 34.72 36.11 41 28.47 31.32 34.17 35.59 37.01 42 29.17 32.08 35.00 36.46 37.92 43 29.86 32.85 35.83 37.33 38.82 44 30.56 33.61 36.67 38.19 39.72 45 31.25 34.38 37.50 39.06 40.63 46 31.94 35.14 38.33 39.93 41.53 47 32.64 35.90 39.17 40.80 42.43 48 33.33 36.67 40.00 41.67 43.33 49 34.03 37.43 40.83 42.53 44.24 50 34.72 38.19 41.67 43.40 45.14 Table 3 Live Loads on PVC Pipe Height of Cover (ft) Live Load Transferred to Pipe, Ib/in2 Highway Railway Airport H20' E802 3 1 2 3 4 5 6 7 8 10 12 14 16 18 20 22 24 26 28 30 35 40 12.50 5.56 4.17 2.78 1.74 1.39 1.22 0.69 26.39 13.14 23.61 12.28 18.40 11.27 16.67 10.09 15.63 8.79 12.15 7.85 11.11 6.93 7.64 6.09 5.56 4.76 4.17 3.06 3.47 2.29 2.78 1.91 2.08 1.53 1.91 1.14 1.74 1.05 1.39 * 1.04 * 0.69 * * * ' Simulates 20 ton truck traffic + impact 2 Simulates 80,000 lb/ft railway load + impact 3 180,000 lbs. dual tandem gear assembly. 26 inch spacing between tires and 66 inch center -to -center spacing between fore and aft tires under a rigid pavement 12 inches thick + impact. * Negligible live load influence. Table 4 PVC Pipe Stiffnesses (PS): PIP / IPS SDR Water Pipes: Pressure Rating (psi): SDR: 63 80 100 125 160 200 315 64 51 41 32.5 26 21 13.5 Pipe Stiffness (psi): 7 14 28 57 115 224 916 PVC Sewer / Drain Pipes: SDR 35, PWRib AD have a minimum pipe stiffness of 46 psi Table 4 Continued: AWWA C900 Water Pipes: Pressure Class (psi): DR: 100 150 200 25 18 14 AWWA C905 Water Pipes: Pressure Rating (psi): DR: 165 25 235 18 PVC Electrical Utility Ducts: Type: EB-20 EB-35 DB-60 DB-100 DB-120 Pipe Stiffness (psi): 129 364 815 Pipe Stiffness (psi): 129 364 Pipe Stiffness (psi): 20 35 60 100 120 Schedule 40 and Schedule 80 Water Pipes and Electrical Conduits: Size: 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" Schedule 40 Pipe Stiffness (psi): 5,928 3,136 2,547 1,397 1,008 596 784 509 307 154 104 78 64 Schedule 80 Pipe Stiffness (psi): 17,066 9,078 6,995 3,930 2,911 1,846 2,141 1,473 949 607 Table 5 AVERAGE VALUES OF MODULUS OF SOIL REACTION, E' (for Initial Flexible Pipe Deflection) Pipe Bedding Materials E' for Degree of Pipe Zone Backfill, Compaction psi of Soil Class Soil type -pipe bedding material (Unified Classification System') Loose Slight <85% Proctor, <40% relative density Moderate 85 %-95 % Proctor, 40%-70% relative density High >95% Proctor, >70% relative density Class V Fine-grained Soils (LL>50)° Soils with medium to high plasticity CH, MH, CH-MH No data available; consult a competent soils engineer; Otherwise use E' = 0 Class IV Fine-grained Soils (LL < 50) Soils with medium to no plasticity CL, ML, ML-CL, with less than 25% coarse - grained particles 50 200 400 1,000 Class III Fine-grained Soils (LL < 50) Soils with medium to no plasticity CL, ML, ML-CL, with more than 25% coarse - grained particles Coarse -grained Soils with Fines GM, GC, SM, SC' contains more than 12% fines 100 400 1,000 2,000 Class II Coarse -grained Soils with Little or No Fines GW, GP, SW, SP' contains less than 12% fines 200 1,000 2,000 3,000 Class 1 Crushed Rock 1,000 3,000 3,000 3,000 Accuracy in Terms of Percentage Deflection ±2 ±2 ±1 ±0.5 'ASTM Designation D 2487, USBR Designation E-3. °LL = Liquid limit. .Or any borderline soil beginning with one of these symbols (i.e_ GM -GC, GC -SC). °For *1% accuracy and predicted deflection of 3%, actual deflection would be between 2 % and 4%. Note: Values applicable only for fills less than 50 ft (15m). Table does not include any safety factor. For use in predicting initial deflections only, appropriate Deflection Lag Factor must be applied for long-term deflections. If bedding falls on the borderline between two compaction categories, select lower E' value or average the two values. Percentage Proctor based on laboratory maximum dry density from test standards using about 12,500 ft-lb/co 8 (598,000 J/m') (ASTM D 698, AASHTO T-99, USBR Designation E-11). 1 psi = 6.9kN/m'. _._, .__.� ____.__._.. ..,...., .... c,.,..en, .d r•�.�t F„r.i„r+ars .Inumal SOURCE: 'Soil Reaction for Buried Flexible Pipe" by Amster K. Howard, U.S. Bureau of Reclamation, DCd enver, oraoo. of Geotechnical Engineering Division, January 1977, pp. 33-43. A pipe system designer uses this equation to predict PVC pipe deflection given type of PVC pipe, burial depth, soil density, type of traffic, type of embedment soil, and compaction density of embedment soil. The designer then compares the predicted deflection to the recommended maximum deflection in Table 1 to check if the burial depth is appropriate. Example 1: Shallow Burial A pipe system designer is interested in using ASTM D3034 SDR 35 PVC sewer pipe in a shallow -burial installation with the following characteristics: - 1 foot burial depth - 120 pounds per cubic foot soil density - H2O highway traffic - sand embedment material - 90% Proctor density embedment soil compaction % DEFLECTION = 0.1 (P+W') 100 0.149 (PS) = 0-061 E' DEFLECTION = 0.1 (0.83 + 12.5) 100 0.149 (46) + 0.061(2,000) % DEFLECTION = 1.0 ± 1% The maximum predicted deflection is 2.0%, well below the maximum recommended for PVC sewer pipe in Table 1 of 71/2%. Minimum Burial Depth: The minimum recommended burial depth for PVC pipes beneath a highway is one foot. This recommendation assumes proper specifica- tion of embedment materials and compaction, and proper installation. Example 2: Deep Burial A pipe system designer is interested in using ASTM D3034 SDR 35 PVC sewer pipe in a deep -burial installation with the following characteristics: - 45 foot burial depth - 120 pounds per cubic foot soil density - H2O highway traffic (Note: Live loads are negligible for deep burials) - sand embedment material - 90% Proctor density embedment soil compaction % DEFLECTION = 0.1 (P+W') 100 0.149 (PS) + 0.061E' % DEFLECTION = 0.1 (37.5 + 0) 100 0.149 (46) + 0.061(2,000) %DEFLECTION = 2.9 ± 1% The maximum predicted deflection is 3.9%, welt below the maximum recommended for PVC sewer pipe in Table 1 of 7'/2%. For more information, see the following PWPipe Technical Bulletins: - PVC Pipe Trench Construction - Deflection Testing of PVC Sewer Pipe - PVC Sewer and Drain Pipe Burial Depth Charts - PVC Water Pipe Burial Depth Charts Printed on Simpson Evergreen Gloss (a recycled paper) �� For additional technical bulletins telephone 800-347-0200 or FAX 503-984-4750- SPOKANE CO N , z:_ I S OFFICE ICE 4 OFFICIAL PUBLIC DOCUMENT ORIGINAL i CONSTRUCTION PLANS PROJECT #:' DATE ACCEPTED: 13 0�� 4 ACCEPTANCE EXPIRES' i� ��OZ( PROJECT LANE MILES PUBLIC` 4 PROJECT LANE MILES PRIVATE: rCONSTRUCTION DOCUMENTATION AND CERTIFIED RECORD DRAWINGS, 'AS-BUILTS' ARE REQUIRED PRIOR TO COUNTY ACCEPTANCE AND ESTABLISHMENT OF THE 4 ROADS AND DRAINAGE FACILITIES FOR MAINTENANCE. PERMIT REQUIRED! (509) 477 3600 NOTIFY PERMIT ENGINE FR 2 BUSINESS DAYS PRIOR TO CONS rRUC (ION RECEM In INAGE REPORT NOV 1 2101 for SPOKANERAN N CENTER EAST November 2000 CLC No. 98573 P(X8n Prepared by: CLC Associates PET - 707 West 7th Suite 200; Spokane, WA 99204 (509)458-6840 This report has been prepared by Susan Murphy, E.I.T and by the staff of CLC Associates, under the direction of the undersigned professional engineer whose seal and signature appear hereon. Todd R. Whipple, P.E. Hanson Center East Storm Water Technical Evaluation Narrative GENERAL The Hanson Center East development is a commercial site which is being final platted, dividing the property into 16 lots, situated on approximately 66.7 acres. The site is located east of Sullivan Road, north of Interstate 90 and south of the Spokane River in Spokane county. The site is currently vacant, with field grass the predominant cover. A haul road has been cut into the property, and truckloads of large boulders have been hauled away. The future extension of Indiana Avenue will generally bisect the site. There is commercial development west of Sullivan Road, and south across Interstate 90. The adjacent property to the east and northeast remains undeveloped. The Spokane River and Centennial Trail are directly, separated by a former railroad right-of-way along the north end of the property. A location and vicinity map is included in the appendix. PURPOSE The purpose of this drainage report is to determine the extent of storm drainage facilities which will be required to dispose of stormwater runoff created by this development. The storm drainage facilities on this project were designed to dispose of runoff from a 10-year design storm. Additionally, the runoff from the 50-year storm was checked for each basin to insure that the runoff can be contained within the ponds proposed. This development is within the Aquifer Sensitive Area of Spokane County and is subject to '208' requirements. The Intensity, Duration, and Frequency (IDF) curves for the Spokane, Medical Lake, Reardon, Cheney and Rockford area were used for all drainage calculations. ANALYSIS METHODOLOGY The Rational Method, which is recommended for basins less than ten acres in size, was used to determine the peak flow discharges and runoff volumes. PROJECT DESCRIPTION The project is located in southwest quarter of Section 12 and the north half of Section 13, Township 25 N., Range 44 E., W.M. in the Spokane valley, Spokane County, Washington. TOPOGRAPHY The site rises from the northwest corner to the southeast corner at a generally gentle rate of 2- 3%. The former railroad roadbed is elevated from 2 to 5 feet above the adjacent area, and prohibits surface flow from crossing the Centennial Trail area to the Spokane River. The existing ground on the south side of the future Indiana Avenue is below the elevations of the adjacent Interstate 90 westbound lanes and westbound off -ramp, and the site will be regraded to allow the proposed commercial pads to be closer in elevation to the freeway elevations, The future lots on the north side of Indiana Avenue will be regraded to a leeser degree. SOILS As can be seen from the accompanying soils map from the Spokane County Soils Survey as performed by the SCS, the site consists of a Class A soil type. The soil description is as follows. GgA - Garrison Gravelly Loam, 0 to 5 percent slopes: This complex of soil is a somewhat excessively drained soil with moderately rapid permeability. Surface runoff is slow, and there is only a slight hazard of water erosion. Spokane County Guidelines for Stormwater Management indicate this to be a Soil Group Type B and pre -approved for drywell installation. Hydrologic Soil Classification - B GnB - Garrison Very Stony Loam, 0 to 20 percent slopes: This complex of soil is a somewhat excessively drained soil with moderately rapid permeability. Surface runoff is slow, and there is only a slight hazard of water erosion. Spokane County Guidelines for Stormwater Management indicate this to be a Soil Group Type B and pre -approved for drywell installation. Hydrologic Soil Classification - B DRAINAGE NARRATIVE As stated previously, the proposed Hanson Center East site will be final platted into commercial size lots, with access from the extension of Indiana Avenue, east of Sullivan Road. Storm drainage design included herein is for Indiana Avenue only, as the commercial lots will be responsible for their individual design and maintenance on a per lot basis. Off -site The area adjacent to the southeastern portion of the plat drains toward the proposed lots. A 50 year design storm has been analyzed for this basin . The offsite area flowing toward the Hanson Center East plat is easily identified, as it is bounded by Flora Road on the east and Interstate 90 on the south. On -site All drainage will be collected and treated using the recommended procedures as described in 1 the Spokane County Guidelines for Stormwater Management. The project consists of four basins; A, B, C and D. Basins A and B refer to the onsite basins, C and D to the basins with offsite flows. '208' Calculations As shown on the '208' calculation worksheets included, the '208' storage volume provided is adequate to perform '208' treatment for the runoff created by the first half -inch of rainfall upon the Indiana Avenue asphaltic surfaces within the basin it serves. DRAINAGE CALCULATIONS SUMMARY Bowstring calculations have been included for individual basins to determine the extent of storm drainage facilities required for the 10-year event and 50-year events. The basin characteristics are summarized below with the remaining calculations in the appendix. - Areas loos Cu Basin A 793,095/18.21 143,928/3.30 73 Sub -Basin Al 570,910/13.11 71,964/1.65 70 Sub -Basin A2 222,185/5.10 71,964/1.65 B 749,235/17.20 80,137/1.84 - 70 Sub -Basin B1 690,568/15.85 39,574/0.91 69 Sub -Basin B2 58,667/1.35 40,563/0.93 1 * Type A is a Spokane County Standard Drywell - Single Depth, Capacity 0.3 cfs Type B is a Spokane County Standard Drywell - Double Depth, Capacity 1.0 cfs Table 3 summarizes the pond information found in the drainage calculations in the appendix. - Pond Summa PC S S?Y2i,ro4.. xhiur. �`s, ai.+w^..�€ <A+�'Vk:-N ag 'e-'�' yY 1'+ �'t+t';5 �, yt �. Po Bottom at on � ky , f]'`w 4'Y-'R £-X5.et"t.'an ;xif, .-w_ , •mk y., n Ve> % �. 5 ",t4' i�6 , ' _ Ee a%� `T J $Cy2 �4&✓L R '�"a _ ra. x v . _ ,� $, •�' Cs, h G. � hks. tiG ;jA � Max m �' M1� .. t ✓' +'a^�x�` ,.. < d8 „�, .� 'k a'i�R'-.5d� �'� � , � �� e�#v' L`°": r r,�-r � 4. 3.51 A 1974.89 1980.00 1976.11/1976.49 B 1987.11 1993.00 1988.47/1989.18 3.82 CONCLUSION As demonstrated by the calculations and body of this report, the storm drainage facilities provided in the design will adequately store and dispose of the storm water from the site. Additionally, the "208" area required for the street impervious areas is provided. 1 1 Job File: J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Rain Dir: C:\HAESTAD\PPKW\RAINFALL\ INDIANA AVENUE 2 BASINS JOB TITLE CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Table of Contents Table of Contents 1 ******************** NETWORK SUMMARIES ********************* watershed Dev.10 Executive Summary (Nodes) ... 1.01 Watershed Dev.50 Executive Summary (Nodes) ... 1.02 ****************** DESIGN STORMS SUMMARY ******************* S12T25R44 Design Storms 2.01 ********************** RAINFALL DATA *********************** Typell 24hr.... Dev.10 Synthetic Cumulative Depth .. 3.01 Typell 24hr.... Dev.50 Synthetic Cumulative Depth .. 3.02 ******************** RUNOFF HYDROGRAPHS ******************** SCS Unit Hyd. Equations 4.01 BASIN A Dev.10 SCS Unit Hyd. Summary 4.03 BASIN A Dev.50 SCS Unit Hyd. Summary 4.04 BASIN B Dev.10 SCS Unit Hyd. Summary 4.05 BASIN B Dev.50 SCS Unit Hyd. Summary 4.06 *********************** POND VOLUMES *********************** POND A Vol: Elev-Area 5.01 POND B Vol: Elev-Area 5.02 ******************** OUTLET STRUCTURES ********************* DRYWELL A Outlet Input Data 6.01 Individual Outlet Curves 6.03 Composite Rating. Curve 6.04 DRYWELL B Outlet Input Data 6.05 Individual Outlet Curves 6.07 Composite Rating Curve 6.08 *********************** POND ROUTING *********************** POND A Pond Infiltration Calcs 7.01 Pond E-V-Q Table 7.02 POND A OUT Dev.10 Pond Routing Summary 7.03 POND A OUT Dev.50 Pond Routing Summary 7.04 POND B Pond Infiltration Calcs 7.05 Pond E-V-Q Table 7.06 POND B OUT Dev.10 Pond Routing Summary 7.07 POND B OUT Dev.50 Pond Routing Summary 7.08 CLC Associates, Inc. PondPack Ver: 7.0 (325). Compute Time: 16:00:06 Date: 09-18-2000 Type.... Executive Summary (Nodes) Name.... Watershed File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.10 Page 1.01 Event: 10 yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.10 Description: 10 YEAR Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= Outfall Outfall Node ID BASIN A BASIN B OUT A OUT B POND POND POND POND A A B B IN OUT IN OUT Synthetic Storm SCSTYPES.RNF Typell 24hr 10 yr 2.0000 in 1 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs Type AREA AREA JCT JCT POND POND POND POND HYG Vol Qpeak cu.ft Trun. hrs 21173 15023 8722 8662 21173 8722 15023 8662 Qpeak cfs 12.1000 4.98 12.1000 3.30 13.5500 .49 13.5500 .40 12.1000 4.98 13.5500 .49 12.1000 3.30 13.5500 .40 Max WSEL ft 1976.00 1987.99 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Name.... Watershed File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.50 Type.... Executive Summary (Nodes) Page 1.02 Event: 50 yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.50 Description: 50 YEAR Data Type, File, ID = Synthetic Storm SCSTYPES.RNF Typell 24hr Storm Frequency = 50 yr Total Rainfall Depth= 2.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Node ID HYG Vol Qpeak Qpeak Max WSEL Type cu.ft Trun. hrs cfs ft BASIN A AREA 34003 12.1000 9.15 BASIN B AREA 25503 12.1000 6.76 Outfall OUT A JCT 21236 12.7500 1.31 Outfall OUT B JCT 18929 13.0500 .80 POND A IN POND 34003 12.1000 9.15 POND A OUT POND 21236 12.7500 1.31 1976.31 POND B IN POND 25503 12.1000 6.76 POND B OUT POND 18929 13.0500 .80 1988.60 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Design Storms Name.... S12T25R44 File.... C:\HAESTAD\PPKW\RAINFALL\SPOCO.RNQ Title... INDIANA AVENUE 2 BASINS DESIGN STORMS SUMMARY Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.10 Description: 10 YEAR Page 2.01 Data Type, File, ID = Synthetic Storm SCSTYPES.RNF Typell 24hr Storm Frequency = 10 yr Total Rainfall Depth= 2.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev.50 Description: 50 YEAR Data Type, File, ID = Synthetic Storm SCSTYPES.RNF Typell 24hr Storm Frequency = 50 yr Total Rainfall Depth= 2.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000. 1 1 1 Type..._ Synthetic Cumulative Depth Name.... Typell 24hr Tag: Dev.10 File.... C:\HAESTAD\PPKW\RAINFALL\SCSTYPES.RNF Title... 10 YEAR Storm... Typell 24hr Tag: Dev.10 Time hrs .0000 .5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 10.5000 11.0000 11.5000 12.0000 12.5000 13.0000 13.5000 14.0000 14.5000 15.0000 15.5000 16.0000 16.5000 17.0000 17.5000 18.0000 18.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 23.0000 23.5000 24.0000 Page 3.01 Event: 10 yr CUMULATIVE RAINFALL DEPTHS (in) Output Time increment = .1000 hrs Time on left represents time for first value in each row. .0000 .0020 .0040 .0061 .0082 .0103 .0124 .0145 .0166 .0188 .0210 .0232 .0254 .0277 .0300 .0323 .0346 .0369 .0392 .0416 .0440 .0464 .0488 .0513 .0538 .0563 .0588 .0613 .0638 .0664 .0690 .0716 .0742 .0769 .0796 .0823 .0850 .0877 .0904 .0932 .0960 .0988 .1017 .1046 .1075 .1105 .1135 .1166 .1197 .1228 .1260 .1292 .1325 .1358 .1391 .1425 .1459 .1494 .1529 .1564 .1600 .1636 .1673 .1710 .1747 .1785 .1823 .1862 .1901 .1940 .1980 .2020 .2061 .2102 .2143 .2185 .2227 .2270 .2313 .2356 .2400 .2445 .2492 .2541 .2592 .2645 .2700 .2757 .2816 .2877 .2940 .3004 .3068 .3132 .3196 .3260 .3326 .3394 .3466 .3542 .3620 .3702 .3790 .3882 .3978 .4080 .4188 .4304 .4428 .4560 .4700 .4854 .5026 .5218 .5430 .5660 .6137 .7087 .8616 1.1357 1.3260 1.3639 1.3973 1.4261 1.4503 1.4700 1.4869 1.5027 1.5175 1.5313 1.5440 1.5559 1.5673 1.5781 1.5883 1.5980 1.6072 1.6160 1.6244 1.6324 1.6400 1.6473 1.6545 1.6616 1.6685 1.6753 1.6819 1.6884 1.6947 1.7009 1.7070 1.7129 1.7187 1.7244 1.7299 1.7353 1.7405 1.7456 1.7505 1.7553 1.7600 1.7646 1.7691 1.7736 1.7780 1.7824 1.7867 1.7910 1.7952 1.7994 1.8035 1.8076 1.8116 1.8156 1.8195 1.8234 1.8272 1.8310 1.8347 1.8384 1.8420 1.8456 1.8491 1.8526 1.8560 1.8594 1.8627 1.8660 1.8692 1.8724 1.8755 1.8786 1.8816 1.8846 1.8875 1.8904 1.8932 1.8960 1.8987 1.9014 1.9040 1.9066 1.9092 1.9118 1.9143 1.9169 1.9194 1.9220 1.9245 1.9270 1.9295 1.9320 1.9345 1.9370 1.9394 1.9419 1.9443 1.9468 1.9492 1.9516 1.9540 1.9564 1.9588 1.9612 1.9635 1.9659 1.9682 1.9706 1.9729 1.9752 1.9775 1.9798 1.9821 1.9844 1.9866 1.9889 1.9911 1.9934 1.9956 1.9978 2.0000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 1 1 Type.... Synthetic Cumulative Depth Name.... Typell 24hr Tag: Dev.50 File.... C:\HAESTAD\PPKW\RAINFALL\SCSTYPES.RNF Title... 50 YEAR Storm... Typell 24hr Tag: Dev.50 Time hrs .0000 .5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 10.5000 11.0000 11.5000 12.0000 12.5000 13.0000 13.5000 14.0000 14.5000 15.0000 15.5000 16.0000 16.5000 17.0000 17.5000 18.0000 18.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 23.0000 23.5000 24.0000 Page 3.02 Event: 50 yr CUMULATIVE RAINFALL DEPTHS (in) Output Time increment = .1000 hrs Time on left represents time for first value in each row. .0000 .0024 .0048 .0073 .0098 .0123 .0148 .0174 .0200 .0226 .0252 .0279 .0305 .0332 .0360 .0387 .0415 .0443 .0471 .0499 .0528 .0557 .0586 .0616 .0645 _0675 .0705 _0736 .0766 .0797 .0828 .0859 .0891 .0923 .0955 .0987 .1020 .1052 .1085 .1119 .1152 .1186 .1220 .1255 .1290 .1326 .1362 .1399 .1436 .1474 .1512 .1551 .1590 .1629 .1669 .1710 .1751 .1793 .1835 .1877 .1920 .1963 .2007 .2052 .2097 .2142 .2188 .2234 .2281 .2328 .2376 .2424 .2473 .2522 .2572 .2622 .2673 .2724 .2775 .2827 .2880 .2934 .2990 .3049 .3110 .3174 .3240 .3308 .3379 .3452 .3528 .3605 .3682 .3758 .3835 .3912 .3991 .4073 .4160 .4250 .4344 .4443 .4548 .4658 .4774 .4896 .5026 .5165 .5314 .5472 .5640 .5824 .6032 .6262 .6516 .6792 .7364 .8505 1.0339 1.3629 1.5912 1.6367 1.6767 1.7113 1.7404 1.7640 1.7843 1.8033 1.8210 1.8375 1.8528 1.8671 1.8807 1.8937 1.9060 1.9176 1.9286 1.9392 1.9493 1.9589 1.9680 1.9768 1.9854 1.9939 2.0022 2.0103 2.0183 2.0261 2.0337 2.0411 2.0484 2.0555 2.0625 2.0693 2.0759 2.0823 2.0886 2.0947 2.1006 2.1064 2.1120 2.1175 2.1229 2.1283 2.1336 2.1389 2.1440 2.1492 2.1542 2.1593 2.1642 2.1691 2.1739 2.1787 2.1834 2.1881 2.1926 2.1972 2.2016 2.2061 2.2104 2.2147 2.2189 2.2231 2.2272 2.2313 2.2352 2.2392 2.2430 2.2469 2.2506 2.2543 2.2579 2.2615 2.2650 2.2685 2.2718 2.2752 2.2784 2.2817 2.2848 2.2879 2.2910 2.2941 2.2972 2.3003 2.3033 2.3064 2.3094 2.3124 2.3154 2.3184 2.3214 2.3244 2.3273 2.3303 2.3332 2.3361 2.3390 2.3419 2.3448 2.3477 2.3505 2.3534 2.3562 2.3591 2.3619 2.3647 2.3675 2.3702 2.3730 2.3758 2.3785 2.3812 2.3839 2.3867 2.3893 2.3920 2.3947 2.3974 2.4000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 UDdt D(t) K Ks Type.... SCS Unit Hyd. Equations Name.... File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW DEFINITION OF TERMS: SCS UNIT HYDROGRAPH METHOD (Computational Notes) Page 4.01 At = Total area (acres): At = Ai+Ap Ai = Impervious area (acres) Ap = Pervious area (acres) CNi = Runoff curve number for impervious area CNp = Runoff curve number for pervious area fLoss = f loss constant infiltration (depth/time) dt = Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) = User specified override computational main time increment (only used if UDdt is => .1333Tc) = Point on distribution curve (fraction of P) for time step t 2 / (1 + (Tr/Tp)): default = Hydrograph shape factor = Unit Conversions * K: = ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sq.mi)) * Default Ks = 645.333 * 0.75 = 484 Lag = P= Pa(t) = Pi (t) = qp = Qu (t) Q(t) = Rai(t)= Rap(t)= Rii(t)= Rip(t)= R(t) Rtm Si Sp = Tc Tb = Tp Tr K = 0.75: (for Tr/Tp = 1.67) K Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for lin. runoff, for lhr, for 1 sq.mi. (Ks * A * Q) / Tp (where Q = lin. runoff, A=sq.mi.) Unit hydrograph ordinate (cfs) at time step t Final hydrograph ordinate (cfs) at time step t Accumulated runoff (inches) at time Accumulated runoff (inches) at time Incremental runoff (inches) at time Incremental runoff (inches) at time step t for impervious area step t for pervious area step t for impervious area step t for pervious area Incremental weighted total runoff (inches) Time increment for rainfall table (.RNF file) S for impervious area: Si = (1000/CNi) - 10 S for pervious area: Sp = (1000/CNp) - 10 Time step (row) number Time of concentration Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Time (hrs) of receding limb of unit hydrograph: Tr = ratio of TP CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... SCS Unit Hyd. Equations Name.... File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW PRECIPITATION: SCS UNIT HYDROGRAPH METHOD (Computational Notes) Page 4.02 Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) Pa(t-1): Col.(4) - Preceding Col.(4) Column (4) : Pa(t) = D(t) x P: Col. (2) x P PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: Rap(t) = (Col.(4)-0.2Sp)**2 / (Col.(4)+0.8Sp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap (t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding row. IMPERVIOUS AREA RUNOFF Column (7 & 8)... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: Column (9): R(t) = (Ap/At) x Rip(t) + (Ai/At) x Rii(t) R(t) = (Ap/At) x Col.(6) + (Ai/At) x Col.(8) SCS UNIT HYDROGRAPH METHOD: Column (10): Q(t) is computed with the SCS unit hydrograph method using R() and Qu O . CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... SCS Unit Hyd. Summary Name.... BASIN A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area Page 4.03 Event: 10 yr 10 year storm = 24.0000 hrs Rain Depth = 2.0000 in = C:\HAESTAD\PPKW\RAINFALL\ = SCSTYPES.RNF - Typell 24hr = Default Curvilinear = J:\DOCUMENT\98573\PONDPACK\ = DEV.HYG - BASIN A Dev.10 = .2900 hrs = 18.210 acres Runoff CN= 73 Computational Time Increment Computed Peak Time Computed Peak Flow = .03867 hrs = 12.1027 hrs 5.01 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 4.98 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN Area S 0.2S = 73 18.210 3.6986 in .7397 in Cumulative Runoff acres .3203 in 21172 cu.ft 21173 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, qp = Tp = Tr = Tb = .29000 hrs (ID .03867 hrs = 0 483.432 (37.46% .7491 (also, 1.6698 (solved 71.15 cfs .19333 hrs .77333 hrs .96667 hrs : None Selected) .20000 Tp under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... SCS Unit Hyd. Summary Name.... BASIN A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID = Unit Hyd HYG Dir HYG File Tc Drainage Type - ID Area Page 4.04 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - BASIN A Dev.50 .2900 hrs 18.210 acres Runoff CN= 73 Computational Time Increment Computed Peak Time Computed Peak Flow = .03867 hrs = 12.1027 hrs 9.17 cfs Time Increment for HYG File -_ Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.1000 hrs 9.15 cfs DRAINAGE AREA ID:None CN = Area = S = 0.2S = Selected 73 18.210 acres 3.6986 in .7397 in Cumulative Runoff .5144 in 34002 cu.ft HYG Volume... 34003 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape. Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp Unit peak time Tp Unit receding limb, Tr Total unit time, Tb = .29000 hrs (ID: None Selected) .03867 hrs = 0.20000 Tp 483.432 (37.46% .7491 (also, 1.6698 (solved 71.15 cfs .19333 hrs .77333 hrs .96667 hrs under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... SCS Unit Hyd. Summary Name.... BASIN B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 Duration = Rain Dir = Rain File -ID = Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area Page 4.05 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - BASIN B Dev.10 .2400 hrs 17.200 acres Runoff CN= 70 Computational Time Increment Computed Peak Time Computed Peak Flow = .03200 hrs = 12.0960 hrs 3.33 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.1000 hrs 3.30 cfs HYG Volume... DRAINAGE AREA ID:None CN = Area = S = 0.2S = Selected 70 17.200 acres 4.2857 in .8571 in Cumulative Runoff .2406 in 15022 cu.ft 15023 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = .24000 hrs (ID: None Selected) .03200 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% K = 483.43/645.333, K = .7491 (also, Receding/Rising, Tr/Tp = 1.6698 (solved Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = 81.20 cfs .16000 hrs .64000 hrs .80000 hrs under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... SCS Unit Hyd. Summary Name.... BASIN B Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area 50 year storm = 24.0000 hrs Rain Depth = = C:\HAESTAD\PPKW\RAINFALL\ = SCSTYPES.RNF - Typell 24hr = Default Curvilinear = J:\DOCUMENT\98573\PONDPACK\ = DEV.HYG - BASIN B Dev.50 = .2400 hrs = 17.200 acres Runoff CN= 70 Computational Time Increment Computed Peak Time Computed Peak Flow = .03200 hrs = 12.0640 hrs 6.93 cfs Page 4.06 Event: 50 yr 2.4000 in Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1000 hrs Peak Flow, Interpolated Output = 6.76 cfs WARNING: The difference between calculated peak flow and interpolated peak flow is greater than 1.50% HYG Volume... DRAINAGE AREA ID:None Selected CN = Area = S = 0.2S = 70 17.200 acres 4.2857 in .8571 in Cumulative Runoff .4084 in 25499 cu.ft 25503 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .24000 hrs (ID: None Selected) .03200 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 81.20 .16000 .64000 .80000 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Vol: Elev-Area Page 5.01 Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) 1975.19 9041 0 0 0 1975.86 10951 29942 6688 6688 1976.00 11353 33454 1561 8249 1977.00 14260 38337 12779 21028 1978.00 17223 47155 15718 36746 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Vol: Elev-Area Page 5.02 Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) 1987.11 5123 0 0 0 1988.00 5902 16524 4902 4902 1989.00 6633 18792 6264 11166 1990.00 7970 21874 7291 18457 1991.00 9430 26069 8690 27147 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Outlet Input Data Page 6.01 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 1975.19 ft Increment = .50 ft Max. Elev.= 1978.00 ft Spot Elevations, ft 1975.86 ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall El, ft E2, ft User Defined Table TW SETUP, DS Channel TW .000 1978.000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Outlet Input Data Page 6.02 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW OUTLET STRUCTURE INPUT DATA Structure ID = Structure Type = User Defined Table ELEV-FLOW RATING TABLE Elev, ft Flow, cfs 1975.19 .00 1975.86 .00 1976.00 1.00 1977.00 2.00 1978.00 2.00 Structure ID = TW Structure Type = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance =. .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Individual Outlet Curves Page 6.03 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = (User Defined Table) Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages 1975.19 .00 Free Outfall 1975.69 .00 Free Outfall Interpolated from input table 1975.86 .00 Free Outfall 1976.19 1.19 Free Outfall Interpolated from input table 1976.69 1.69 Free Outfall Interpolated from input table 1977.19 2.00 Free Outfall Interpolated from input table 1977.69 2.00 Free Outfall Interpolated from input table 1978.00 2.00 Free Outfall CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Composite Rating Curve Page 6.04 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Converge Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures 1975.19 1975.69 1975.86 1976.19 1976.69 1977.19 1977.69 1978.00 .00 Free Outfall .00 Free Outfall .00 Free Outfall 1.19 Free Outfall 1.69 Free Outfall 2.00 Free Outfall 2.00 Free Outfall 2.00 Free Outfall CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Outlet Input Data Page 6.05 Name.... DRYWELL B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 1987.11 ft Increment = .20 ft Max. Elev.= 1991.00 ft Spot Elevations, ft 1988.78 ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall El, ft E2, ft User Defined Table TW SETUP, DS Channel TW .000 1991.000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Outlet Input Data Page 6.06 Name.... DRYWELL B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW OUTLET STRUCTURE INPUT DATA Structure ID = Structure Type = User Defined Table ELEV-FLOW RATING TABLE Elev, ft Flow, cfs 1987.11 .00 1987.78 .00 1988.00 .50 1989.00 1.00 1991.00 1.00 Structure ID = TW Structure Type = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Individual Outlet Curves Name.... DRYWELL B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW RATING TABLE FOR ONE OUTLET TYPE Structure ID = (User Defined Table) Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q WS Elev. ft Q cfs 1987.11 .00 1987.31 .00 1987.51 .00 1987.71 .00 1987.91 .30 1988.11 .55 1988.31 .65 1988.51 .76 1988.71 .85 1988.78 .89 1988.91 .96 1989.11 1.00 1989.31 1.00 1989.51 1.00 1989.71 1.00 1989.91 1.00 1990.11 1.00 1990.31 1.00 1990.51 1.00 1990.71 1.00 1990.91 1.00 1991.00 1.00 Tail Water Notes TW Elev Converge ft +/-ft Computation Messages Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Free Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Outfall Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated Interpolated from from from from from from from from from from from from from from from from from from from from input input input input input input input input input input input input input input input input input input input input Page 6.07 table table table table table table table table table table table table table table table table table table table table CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Composite Rating Curve Name.... DRYWELL B Page 6.08 File. J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes Converge Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures 1987.11 1987.31 1987.51 1987.71 1987.91 1988.11 1988.31 1988.51 1988.71 1988.78 1988.91 1989.11 1989.31 1989.51 1989.71 1989.91 1990.11 1990.31 1990.51 1990.71 1990.91 1991.00 .00 Free Outfall .00 Free Outfall .00 Free Outfall .00 Free Outfall .30 Free Outfall .55 Free Outfall .65 Free Outfall .76 Free Outfall .85 Free Outfall .89 Free Outfall .96 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall 1.00 Free Outfall CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond Infiltration Calcs Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW INFILTRATION RATING TABLE CALCULATIONS Infilt.(cfs) = (.5000 (in/hr) * Area) * Ku Where: Ku = units conversion factor W.S.Elev Total Area Infilt. ft sq.ft cfs No storage at this elevation... infiltration set to zero. 1975.19 9041 .00 1975.69 10449 .12 1975.86 10951 .13 1976.19 11880 .14 1976.69 13323 .15 1977.19 14801 .17 1977.69 16274 .19 1978.00 17223 .20 Page 7.01 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond E-V-Q Table Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW LEVEL POOL ROUTING DATA HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND A IN Dev.10 Outflow HYG file = DEV.HYG - POND A OUT Dev.10 Pond Node Data = POND A Pond Volume Data = POND A Pond Outlet Data = DRYWELL A Infiltration = .5000 in/hr INITIAL CONDITIONS Page 7.02 Starting WS Elev = 1975.19 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0 ft cfs cu.ft sq.ft cfs cfs cfs 1975.19 .00 0 9041 .00 .00 .00 1975.69 .00 4868 10449 .12 .12 54.21 1975.86 .00 6688 10951 .13 .13 74.43 1976.19 1.19 10455 11880 .14 1.33 117.50 1976.69 1.69 16752 13323 .15 1.84 187.98 1977.19 2.00 23788 14801 .17 2.17 266.48 1977.69 2.00 31554 16274 .19 2.19 352.78 1978.00 2.00 36746 17223 .20 2.20 410.49 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond Routing Summary Name.... POND A OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.10 LEVEL POOL ROUTING SUMMARY HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND A IN Dev.10 Outflow HYG file = DEV.HYG - POND A OUT Dev.10 Pond Node Data = POND A Pond Volume Data = POND A Pond Outlet Data = DRYWELL A Infiltration = .5000 in/hr INITIAL CONDITIONS Starting WS Elev = 1975.19 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 4.98 cfs at 12.1000 hrs Peak Outflow = .49 cfs at 13.5500 hrs Peak Infiltration = .13 cfs at 13.6000 hrs Peak Elevation • 1976.00 ft Peak Storage = 8210 cu.ft MASS BALANCE (cu.ft) + Initial Vol = 0 + HYG Vol IN = 21173 - Infiltration = 12330 - HYG Vol OUT = 8722 - Retained Vol = 112 Unrouted Vol = -9 cu.ft (.042% of Inflow Volume) Page 7.03 Event: 10 yr CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond Routing Summary Name.... POND A OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.50 HYG Dir = Inflow HYG file = Outflow HYG file = Pond Node Data = Pond Volume Data = Pond Outlet Data = Infiltration = INITIAL CONDITIONS LEVEL POOL ROUTING SUMMARY J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - POND A DEV.HYG - POND A POND A POND A DRYWELL A .5000 in/hr Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. = Starting Total Qout= Time Increment = 1975.19 ft 0 cu.ft .00 cfs .00 cfs .00 cfs .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY IN Dev.50 OUT Dev.50 Peak Inflow = Peak Outflow = Peak Infiltration = 9.15 cfs 1.31 cfs .14 cfs at at at 12.1000 hrs 12.7500 hrs 12.8500 hrs Peak Elevation 1976.31 ft Peak Storage = 11943 cu.ft MASS BALANCE (cu.ft) + Initial Vol = + HYG Vol IN = - Infiltration = - HYG Vol OUT = - Retained Vol = 0 34003 12647 21236 113 Unrouted Vol = -8 cu.ft (.023% of Inflow Volume) Page 7.04 Event: 50 yr CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type..._ Pond Infiltration Calcs Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW INFILTRATION RATING TABLE CALCULATIONS Infilt.(cfs) = (.5000 (in/hr) * Area) * Ku Where: Ku = units conversion factor W.S.Elev Total Area Infilt. ft sq.ft cfs No storage at this elevation... infiltration set to zero. 1987.11 5123 .00 1987.31 5293 .06 1987.51 5466 .06 1987.71 5642 .07 1987.91 5821 .07 1988.11 5980 .07 1988.31 6124 .07 1988.51 6269 .07 1988.71 6417 .07 1988.78 6469 .07 1988.91 6565 .08 1989.11 6774 .08 1989.31 7034 .08 1989.51 7300 .08 1989.71 7570 .09 1989.91 7845 .09 1990.11 8125 .09 1990.31 8409 .10 1990.51 8699 .10 1990.71 8994. .10 1990.91 9294 .11 1991.00 9430 .11 Page 7.05 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond E-V-Q Table Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW HYG Dir = Inflow HYG file = Outflow HYG file = Pond Node Data = Pond Volume Data = Pond Outlet Data = Infiltration = INITIAL CONDITIONS LEVEL POOL ROUTING DATA J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - POND B IN Dev.10 DEV.HYG - POND B OUT Dev.10 POND B POND B DRYWELL B .5000 in/hr Starting WS Elev = Starting Volume = Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment = Elevation ft Outflow cfs 1987.11 0 .00 .00 .00 .0500 Storage cu.ft ft cu.ft cfs cfs cfs hrs Area sq.ft Infilt. cfs Page 7.06 Q Total 2S/t + 0 cfs cfs 1987.11 1987.31 1987.51 1987.71 1987.91 1988.11 1988.31 1988.51 1988.71 1988.78 1988.91 1989.11 1989.31 1989.51 1989.71 1989.91 1990.11 1990.31 1990.51 1990.71 1990.91 1991.00 .00 .00 .00 .00 .30 .55 .65 .76 .85 .89 .96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1041 2118 3228 4375 5556 6766 8005 9274 9725 10572 11903 13284 14718 16204 17746 19342 20995 22707 24476 26305 27147 5123 5293 5466 5642 5821 5980 6124 6269 6417 6469 6565 6774 7034 7300 7570 7845 8125 8409 8699 8994 9294 9430 .00 .06 .06 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 .10 .10 .10 .11 .11 .00 .06 .06 .07 .36 .62 .73 .83 .93 .96 1.03 1.08 1.08 1.08 1.09 1.09. 1.09 1.10 1.10 1.10 1.11 1.11 .00 11.63 23.59 35.93 48.97 62.35 75.90 89.78 103.97. 109.02. 118.50 133.34 148.68 164.61 181.13 198.27 216.01 234.38 253.40 273.05 293.38 302.74 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond Routing Summary Name.... POND B OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.10 LEVEL POOL ROUTING SUMMARY HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND B IN Dev.10 Outflow HYG file = DEV.HYG - POND B OUT Dev.10 Pond Node Data = POND B Pond Volume Data = POND B Pond Outlet Data = DRYWELL B Infiltration = .5000 in/hr INITIAL CONDITIONS Starting WS Elev = 1987.11 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 3.30 cfs at 12.1000 hrs Peak Outflow = .40 cfs at 13.5500 hrs Peak Infiltration = .07 cfs at 13.6000 hrs Peak Elevation = 1987.99 ft Peak Storage = 4834 cu.ft MASS BALANCE (cu.ft) + Initial Vol = 0 + HYG Vol IN = 15023 - Infiltration = 6311 HYG Vol OUT = 8662 - Retained Vol = 50 Unrouted Vol = -1 cu.ft (.004% of Inflow Volume) Page 7.07 Event: 10 yr CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Type.... Pond Routing Summary Name.... POND B OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA.PPW Storm... Typell 24hr Tag: Dev.50 LEVEL POOL ROUTING SUMMARY HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND B IN Dev.50 Outflow HYG file = DEV.HYG - POND B OUT Dev.50 Pond Node Data = POND B Pond Volume Data = POND B Pond Outlet Data = DRYWELL B Infiltration = .5000 in/hr INITIAL CONDITIONS Starting WS Elev = 1987.11 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 6.76 cfs at 12.1000 hrs Peak Outflow = .80 cfs at 13.0500 hrs Peak Infiltration = .07 cfs at 13.2000'hrs Peak Elevation 1988.60 ft Peak Storage = 8557 cu.ft MASS BALANCE (cu.ft) + Initial Vol = 0 + HYG Vol IN = 25503 - Infiltration = 6524 - HYG Vol OUT = 18929 - Retained Vol = 50 Unrouted Vol = -1 cu.ft (.003% of Inflow Volume) Page 7.08 Event: 50 yr CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 16:00:06 Date: 09-18-2000 Job File: J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Rain Dir: C:\HAESTAD\PPKW\RAINFALL\ JOB TITLE INDIANA AVENUE 2 SETS OF MULTIPLE BASINS CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Table of Contents Table of Contents i ******************** NETWORK SUMMARIES ********************* Watershed Dev.10 Executive Summary (Nodes) ... 1.01 Watershed Dev.50 Executive Summary (Nodes) ... 1.02 ****************** DESIGN STORMS SUMMARY ******************* S12T25R44 Design Storms 2.01 ********************** RAINFALL DATA *********************** Typell 24hr.... Dev.10 Synthetic Cumulative Depth 3.01 Typell 24hr.... Dev.50 Synthetic Cumulative Depth 3.02 ********************** TC CALCULATIONS ********************* A1IMP Tc Calcs 4.01 A1PER Tc Calcs 4.03 A2IMP Tc Calcs 4.06 A2PER Tc Calcs 4.08 BLIMP Tc Calcs 4.10 B1PER Tc Calcs 4.12 B2IMP Tc Calcs 4.15 B2PER Tc Calcs 4.17 ******************** RUNOFF HYDROGRAPHS ******************** SCS Unit Hyd. Equations 5.01 A1IMP Dev.10 SCS Unit Hyd. Summary 5.03 A1IMP Dev.50 SCS Unit Hyd. Summary 5.04 A1PER Dev.10 SCS Unit Hyd. Summary 5.05 A1PER Dev.50 SCS Unit Hyd. Summary 5.06 A2IMP Dev.10 SCS Unit Hyd. Summary 5.07 A2IMP Dev.50 SCS Unit Hyd. Summary 5.08 A2PER Dev.10 SCS Unit Hyd. Summary 5.09 A2PER Dev.50 SCS Unit Hyd. Summary 5.10. B1IMP Dev.10 SCS Unit Hyd. Summary 5.11 B1IMP Dev.50 SCS Unit Hyd. Summary 5.12 B1PER Dev.10 SCS Unit Hyd. Summary 5.13 B1PER Dev.50 SCS Unit Hyd. Summary 5.14 B2IMP Dev.10 SCS Unit Hyd. Summary 5.15 B2IMP Dev.50 SCS Unit Hyd. Summary 5.16 B2PER Dev.10 SCS Unit Hyd. Summary 5.17 B2PER Dev.50 SCS Unit Hyd. Summary 5.18 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Table of Contents Table of Contents (continued) 11 *********************** TIME VS.ELEV *********************** POND A Dev.10 Time-Elev 6.01 POND A Dev.50 Time-Elev 6.07 POND B Dev.10 Time-Elev 6.13 POND B Dev.50 Time-Elev 6.18 *********************** POND VOLUMES *********************** POND A Vol: Elev-Area 7.01 POND B Vol: Elev-Area 7.02 ******************** OUTLET STRUCTURES ********************* DRYWELL A Outlet Input Data 8.01 DRYWELL B Outlet Input Data 8.03 *********************** POND ROUTING *********************** POND A Pond Infiltration Calcs 9.01 Pond E-V-Q Table 9.02 POND A OUT Dev.10 Pond Routed HYG (total out) 9.03 POND A OUT Dev.50 Pond Routed HYG (total out) 9.05 POND B Pond Infiltration Calcs 9.07 Pond E-V-Q Table 9.08 POND B OUT Dev.10 Pond Routed HYG (total out) 9.09 POND B OUT Dev.50 Pond Routed HYG (total out) 9.11 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 441 • aa .....„,,,...-- aa. E Type.... Executive Summary (Nodes) Name.... Watershed File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Page 1.01 Event: 10 yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.10 Description: 10 YEAR Data Type, File, ID = Storm Frequency = Total Rainfall Depth= Duration Multiplier = Resulting Duration = Resulting Start Time= Outfall Out fall Node ID Type AlIMP A1PER A2IMP A2PER B1IMP B1PER B2IMP B2PER JA1 JA2 JB1 JB2 OUT A OUT B POND A POND A POND B POND B IN OUT IN OUT Synthetic Storm SCSTYPES.RNF Typell 24hr 10 yr 2.0000 in 1 24.0000 hrs .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak MaxWSEL cu.ft Trun. hrs cfs ft AREA 10627 AREA 7207 AREA 10627 AREA 2172 AREA 5862 AREA 9404 AREA 5990 AREA 811 JCT 17834 JCT 12799 JCT 15266 JCT 6801 JCT 17059 JCT 14714 POND 30633 POND 16862 POND 22067 POND 14714 11.9500 12.4000 11.9500 12.2000 11.9500 12.3000 11.9500 12.2000 11.9500 11.9500 11.9500 11.9500 12.4500 12.8000 11.9500 12.7000 11.9500 12.8000 3.75 .68 3.75 .27 2.15 .96 2.19 .11 3.78.. 3.77. 2.22. 2.20. 1.34 .73 7.55 1.03 1976.11 4.42 .73 1988.47 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Executive Summary (Nodes) Name.... Watershed File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Page 1.02 Event: 50 yr NETWORK SUMMARY -- NODES (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.50 Description: 50 YEAR Data Type, File, ID = Synthetic Storm SCSTYPES.RNF Typell 24hr Storm Frequency = 50 yr Total Rainfall Depth= 2.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs HYG Vol Qpeak Qpeak MaxWSEL Node ID Type cu.ft Trun. hrs cfs ft A1IMP AREA 13005 11.9500 4.54 A1PER AREA 13123 12.3500 1.74 A2IMP AREA 13005 11.9500 4.54 A2PER AREA 3956 12.1500 .72 B1IMP AREA 7174 11.9500 2.60 B1PER AREA 17124 12.3000 2.48 B2IMP AREA 7331 11.9500 2.65 B2PER AREA 1477 12.1500 .28 JA1 JCT 26128 11.9500 4.73 JA2 JCT 16961 11.9500 4.69 JB1 JCT 24298 12.0000 3.03 JB2 JCT 8808 11.9500 2.72 Outfall OUT A JCT 28904 12.7000 1.71 Outfall OUT B JCT 25325 12.6500 1.00 POND A IN POND 43089 11.9500 9.42 POND A OUT POND 28583 12.7500 1.49 1976.49 POND B IN POND 33106 11.9500 5.67 POND B OUT POND 25325 12.6500 1.00 1989.18 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 t Type.... Design Storms Page 2.01 Name.... S12T25R44 File.... C:\HAESTAD\PPKW\RAINFALL\SPOCO.RNQ Title... INDIANA AVENUE 2 SETS OF MULTIPLE BASINS DESIGN STORMS SUMMARY Design Storm File,ID = SPOCO.RNQ S12T25R44 Storm Tag Name = Dev.10 Description: 10 YEAR Data Type, File, ID = Synthetic Storm SCSTYPES.RNF Typell 24hr Storm Frequency = 10 yr Total Rainfall Depth= 2.0000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Storm Tag Name = Dev.50 Description: 50 YEAR Data Type, File, ID = Synthetic Storm SCSTYPES.RNF TypelI 24hr Storm Frequency = 50 yr Total Rainfall Depth= 2.4000 in Duration Multiplier = 1 Resulting Duration = 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 1 Type.... Synthetic Cumulative Depth Name.... Typell 24hr Tag: Dev.10 File.... C:\HAESTAD\PPKW\RAINFALL\SCSTYPES.RNF Title... 10 YEAR Storm... Typell 24hr Tag: Dev.10 Time hrs .0000 .5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 10.5000 11.0000 11.5000 12.0000 12.5000 13.0000 13.5000 14.0000 14.5000 15.0000 15.5000 16.0000 16.5000 17.0000 17.5000 18.0000 18.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 23.0000 23.5000 24.0000 Page 3.01 Event: 10 yr CUMULATIVE RAINFALL DEPTHS (in) Output Time increment = .1000 hrs Time on left represents time for first value in each row. .0000 .0020 .0040 .0061 .0082 .0103 .0124 .0145 .0166 .0188 .0210 .0232 .0254 .0277 .0300 .0323 .0346 .0369 .0392 .0416 .0440 .0464 .0488 .0513 .0538 .0563 .0588 .0613 .0638 .0664 .0690 .0716 .0742 .0769 .0796 .0823 .0850 .0877 .0904 .0932 .0960 .0988 .1017 .1046 .1075 .1105 .1135 .1166 .1197 .1228 _1260 .1292 .1325 .1358 .1391 .1425 .1459 .1494 .1529 .1564 .1600 .1636 .1673 .1710 .1747 .1785 .1823 .1862 .1901 .1940 .1980 .2020 .2061 .2102 .2143 .2185 .2227 .2270 .2313 .2356 .2400 .2445 .2492 .2541 .2592 .2645 .2700 .2757 .2816 .2877 .2940 .3004 .3068 .3132 .3196 .3260 .3326 .3394 .3466 .3542 .3620 .3702 .3790 .3882 .3978 .4080 .4188 .4304 .4428 .4560 .4700 .4854 .5026 .5218 .5430 .5660 .6137 .7087 .8616 1.1357 1.3260 1.3639 1.3973 1.4261 1.4503 1.4700 1.4869 1.5027 1.5175 1.5313 1.5440 1.5559 1.5673 1.5781 1.5883 1.5980 1.6072 1.6160 1.6244 1.6324 1.6400 1.6473 1.6545 1.6616 1.6685 1.6753 1.6819 1.6884 1.6947 1.7009 1.7070 1.7129 1.7187 1.7244 1.7299 1.7353 1.7405 1.7456 1.7505 1.7553 1.7600 1.7646 1.7691 1.7736 1.7780 1.7824 1.7867 1.7910 1.7952 1.7994 1.8035 1.8076 1.8116 1.8156 1.8195 1.8234 1.8272 1.8310 1.8347 1.8384 1.8420 1.8456 1.8491 1.8526 1.8560 1.8594 1.8627 1.8660 1.8692 1.8724 1.8755 1.8786 1.8816 1.8846 1.8875 1.8904 1.8932 1.8960 1.8987 1.9014 1.9040 1.9066 1.9092 1.9118 1.9143 1.9169 1.9194 1.9220 1.9245 1.9270 1.9295 1.9320 1.9345 1.9370 1.9394 1.9419 1.9443 1.9468 1.9492 1.9516 1.9540 1.9564 1.9588 1.9612 1.9635 1.9659 1.9682 1.9706 1.9729 1.9752 1.9775 1.9798 1.9821 1.9844 1.9866 1.9889 1.9911 1.9934 1.9956 1.9978 2.0000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 1 1 Type.... Synthetic Cumulative Depth Name.... Typell 24hr Tag: Dev.50 File.... C:\HAESTAD\PPKW\RAINFALL\SCSTYPES.RNF Title... 50 YEAR Storm... Typell 24hr Tag: Dev.50 Time hrs .0000 .5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 10.5000 11.0000 11.5000 12.0000 12.5000 13.0000 13.5000 14.0000 14.5000 15.0000 15.5000 16.0000 16.5000 17.0000 17.5000 18.0000 18.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 23.0000 23.5000 24.0000 Page 3.02 Event: 50 yr CUMULATIVE RAINFALL DEPTHS (in) Output Time increment = .1000 hrs Time on left represents time for first value in each row. .0000 .0024 .0048 .0073 .0098 .0123 .0148 .0174 .0200 .0226 .0252 .0279 .0305 .0332 .0360 .0387 .0415 .0443 .0471 .0499 .0528 .0557 .0586 .0616 .0645 .0675 .0705 .0736 .0766 .0797 .0828 .0859 .0891 .0923 .0955 .0987 .1020 _1052 .1085 .1119 .1152 .1186 .1220 .1255 .1290 .1326 .1362 .1399 .1436 .1474 .1512 .1551 .1590 .1629 .1669 .1710 .1751 .1793 .1835 .1877 .1920 .1963 .2007 .2052 .2097 .2142 .2188 .2234 .2281 .2328 .2376 .2424 .2473 .2522 .2572 .2622 .2673 .2724 .2775 .2827 .2880 .2934 .2990 .3049 .3110 .3174 .3240 .3308 .3379 .3452 .3528 .3605 _3682 .3758 .3835 .3912 .3991 .4073 .4160 .4250 .4344 .4443 .4548 .4658 .4774 .4896 .5026 .5165 .5314 .5472 .5640 .5824 .6032 .6262 .6516 .6792 .7364 .8505 1.0339 1.3629 1.5912 1.6367 1.6767 1.7113 1.7404 1.7640 1.7843 1.8033 1.8210 1.8375 1.8528 1.8671 1.8807 1.8937 1.9060 1.9176 1.9286 1.9392 1.9493 1.9589 1.9680 1.9768 1.9854 1.9939 2.0022 2.0103 2.0183 2.0261 2.0337 2.0411 2.0484 2.0555 2.0625 2.0693 2.0759 2.0823 2.0886 2.0947 2.1006 2.1064 2.1120 2.1175 2.1229 2.1283 2.1336 2.1389 2.1440 2.1492 2.1542 2.1593 2.1642 2.1691 2.1739 2.1787 2.1834 2.1881 2.1926 2.1972 2.2016 2.2061 2.2104 2.2147 2.2189 2.2231 2.2272 2.2313 2.2352 2.2392 2.2430 2.2469 2.2506 2.2543 2.2579 2.2615 2.2650 2.2685 2.2718 2.2752 2.2784 2.2817 2.2848 2.2879 2.2910 2.2941 2.2972 2.3003 2.3033 2.3064 2.3094 2.3124 2.3154 2.3184 2.3214 2.3244 2.3273 2.3303 2.3332 2.3361 2.3390 2.3419 2.3448 2.3477 2.3505 2.3534 2.3562 2.3591 2.3619 2.3647 2.3675 2.3702 2.3730 2.3758 2.3785 2.3812 2.3839 2.3867 2.3893 2.3920 2.3947 2.3974 2.4000 1 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Name.... A1IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Page 4.01 TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg.Velocity .0160 40.00 1.4000 .020000 ft in ft/ft .56 ft/sec Segment #1 Time: .0198 hrs Segment #2: Tc: TR-55 Channel Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Velocity 1.4400 sq.ft 12.25 ft .12 ft .017000 ft/ft .0160 1315.00 ft 2.91 ft/sec Segment #2 Time: .1254 hrs Total Tc: .1452 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.02 Name.... A1IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Tc Equations used... SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.03 Name.... A1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg.Velocity .4000 100.00 1.4000 .033300 ft in ft/ft .06 ft/sec Segment #1 Time: .4413 hrs Segment #2: Tc: Hydraulic Length Slope Unpaved Avg.Velocity TR-55 Shallow 225.00 ft .066700 ft/ft 4.17 ft/sec Segment #2 Time: .0150 hrs Segment #3: Tc: TR-55 Channel Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Velocity 1.4400 sq.ft 12.25 ft .12 ft .015800 ft/ft .0160 1200.00 ft 2.81 ft/sec Segment #3 Time: .1187 hrs Total Tc: .5749 hrs CLC Associates,Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.04 Name.... A1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft. Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.05 Name.... A1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.06 Name.... A2IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n .0160 Hydraulic Length 40.00 ft 2yr, 24hr P 1.4000 in Slope .020000 ft/ft Avg.Velocity .56 ft/sec Segment #1 Time: .0198 hrs Segment #2: Tc: TR-55 Channel Flow Area 1.4400 sq.ft Wetted Perimeter 12.25 ft Hydraulic Radius .12 ft Slope 017000 ft/ft. Mannings n .0160 Hydraulic Length 1315.00 ft Avg.Velocity 2.91 ft/sec Segment #2 Time: .1254 hrs Total Tc: .1452 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Name.... A2IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Page 4.07 Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.08 Name.... A2PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n .4000 Hydraulic Length 50.00 ft 2yr, 24hr P 1.4000 in Slope .020000 ft/ft Avg.Velocity .04 ft/sec Segment #1 Time: .3108 hrs Segment #2: Tc: TR-55 Channel Flow Area 1.4400 sq.ft Wetted Perimeter 12.25 ft Hydraulic Radius .12 ft Slope .020400 ft/ft Mannings n .0160 Hydraulic Length 550.00 ft Avg.Velocity 3.19 ft/sec Segment #2 Time: .0479 hrs Total Tc: .3586 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.09 Name.... A2PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.10 Name.... B1IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg.Velocity .0160 40.00 ft 1.4000 in .020000 ft/ft .56 ft/sec Segment #1 Time: .0198 hrs Segment #2: Tc: TR-55 Channel Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Velocity 1.4400 sq.ft 12.25 ft .12 ft .012700 ft/ft .0160 904.00 ft 2.52 ft/sec Segment #2 Time: .0997 hrs Total Tc: .1195 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.11 Name.... B1IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Name.... B1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Page 4.12 TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg.Velocity .4000 100.00 1.4000 .033300 ft in ft/ft .06 ft/sec Segment #1 Time: .4413 hrs Segment #2: Tc: Hydraulic Length Slope Unpaved Avg.Velocity TR-55 Shallow 760.00 ft .066700 ft/ft 4.17 ft/sec Segment #2 Time: .0507 hrs Segment #3: Tc: TR-55 Channel Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Velocity 1.4400 sq.ft 12.25 ft .12 ft .012700 ft/ft .0160 60.00 ft 2.52 ft/sec Segment #3 Time: .0066 hrs Total Tc: .4986 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Name.... B1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Page 4.13 Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS TR-55 Shallow Concentrated Flow Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V = 20.3282 * (Sf**0.5) Tc = (Lf / V) / (3600sec/hr) Where: V = Velocity, ft/sec Sf = Slope, ft/ft Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.14 Name.... B1PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.15 Name.... B2IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n .0160 Hydraulic Length 40.00 ft 2yr, 24hr P 1.4000 in Slope .020000 ft/ft Avg.Velocity .56 ft/sec Segment #1 Time: .0198 hrs Segment #2: Tc: TR-55 Channel Flow Area 1.4400 sq.ft Wetted Perimeter 12.25 ft Hydraulic Radius .12 ft Slope .012700 ft/ft Mannings n .0160 Hydraulic Length 900.00 ft Avg.Velocity 2.52 ft/sec Segment #2 Time: .0993 hrs Total Tc: .1191 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.16 Name.... B2IMP File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS Channel Flow * (Sf**.4)) R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Page 4.17 Name.... B2PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW TIME OF CONCENTRATION CALCULATOR Segment #1: Tc: TR-55 Sheet Mannings n Hydraulic Length 2yr, 24hr P Slope Avg.Velocity .4000 50.00 1.4000 .020000 ft in ft/ft .04 ft/sec Segment #1 Time: .3108 hrs Segment #2: Tc: TR-55 Channel Flow Area Wetted Perimeter Hydraulic Radius Slope Mannings n Hydraulic Length Avg.Velocity 1.4400 sq.ft 12.25 ft .12 ft .010000 ft/ft .0160 220.00 ft 2.23 ft/sec Segment #2 Time: .0273 hrs Total Tc: .3381 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Tc Calcs Name.... B2PER File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Page 4.18 Tc Equations used... ___= SCS TR-55 Sheet Flow Tc = (.007 * ((n * Lf)**0.8)) / ((P**.5) * (Sf**.4)) Where: Tc = Time of concentration, hrs n = Mannings n Lf = Flow length, ft P = 2yr, 24hr Rain depth, inches Sf = Slope, ft/ft ___= SCS Channel Flow R = Aq / Wp V = (1.49 * (R**(2/3)) * (Sf**-0.5)) / n Tc = (Lf / V) / (3600sec/hr) Where: R = Hydraulic radius Aq = Flow area, sq.ft. Wp = Wetted perimeter, ft V = Velocity, ft/sec Sf = Slope, ft/ft n = Mannings n Tc = Time of concentration, hrs Lf = Flow length, ft CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Equations Name.... File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW DEFINITION OF TERMS: At Ai Ap CNi CNp floss dt SCS UNIT HYDROGRAPH METHOD (Computational Notes) Page 5.01 = Total area (acres): At Impervious area (acres) Pervious area (acres) Runoff curve number for = Ai+Ap impervious area Runoff curve number for pervious area f loss constant infiltration (depth/time) Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) UDdt = User specified override computational main time increment (only used if UDdt is => .1333Tc) D(t) = Point on distribution curve (fraction of P) for time step t K = 2 / (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Ks = Hydrograph shape factor = Unit Conversions * K: = ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 = 484 Lag = P = Pa (t) = Pi (t) = qp = Qu(t) = Q(t) = Rai(t)= Rap(t)= Rii(t)= Rip(t)= R(t) = Rtm = Si = Sp = t = Tc = Tb = Tp = Tr = Lag time from center of excess runoff (dt) to Tp: Lag = 0.6Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for lin. runoff, forlhr, for 1 sq.mi. (Ks * A * Q) / Tp (where Q = lin. runoff, A=sq.mi.) Unit hydrograph ordinate (cfs) at time step t Final hydrograph ordinate (cfs) at time step t Accumulated runoff (inches) at time step t for impervious area Accumulated runoff (inches) at time step t for pervious area Incremental runoff (inches) at time step t for impervious area Incremental runoff (inches) at time step t for pervious area Incremental weighted total runoff (inches) Time increment for rainfall table (.RNF file) S for impervious area: Si = (1000/CNi) - 10 S for pervious area: Sp = (1000/CNp) - 10 Time step (row) number Time of concentration Time Time Time (hrs) of entire unit hydrograph: Tb = Tp + Tr (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag (hrs) of receding limb of unit hydrograph: Tr = ratio of Tp CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Equations Name.... File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW row. PRECIPITATION: SCS UNIT HYDROGRAPH METHOD (Computational Notes) Page 5.02 Column (1): Time for time step t Column (2): D(t) = Point on distribution curve for time step t Column (3): Pi(t) = Pa(t) - Pa(t-1): Col.(4) - Preceding Col.(4) Column (4) : Pa(t) = D(t) x P: Col. (2) x P PERVIOUS AREA RUNOFF (using SCS Runoff CN Method) Column (5): Rap(t) = Accumulated pervious runoff for time step t If (Pa(t) is <= 0.2Sp) then use: Rap(t) = 0.0 If (Pa(t) is > 0.2Sp) then use: Rap(t) = (Col.(4)-0.2Sp)**2 / (Col.(4)+0.8Sp) Column (6): Rip(t) = Incremental pervious runoff for time step t Rip(t) = Rap(t) - Rap (t-1) Rip(t) = Col.(5) for current row - Col.(5) for preceding IMPERVIOUS AREA RUNOFF Column (7 & 8)... Did not specify to use impervious areas. INCREMENTAL WEIGHTED RUNOFF: Column (9): R(t) = (Ap/At) x Rip(t) + (Ai/At) x Rii(t) R(t) = (Ap/At) x Col.(6) + (Ai/At) x Col.(8) SCS UNIT HYDROGRAPH METHOD: Column (10): Q(t) is computed with the SCS unit hydrograph method using R() and Qu O . CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A1IMP Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area 10 Page 5.03 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A1IMP Dev.10 .1452 hrs 1.650 acres Runoff CN= 98 Computational Time Computed Peak Time Computed Peak Flow Increment = .01935 hrs = 11.9614 hrs 3.76 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 11.9500 hrs Peak Flow, Interpolated Output = 3.75 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN Area S 0.2S 98 1.650 acres .2041 in .0408 in Cumulative Runoff 1.7744 in 10628 cu.ft 10627 cu.ft (area under HYG curve) UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .14516 hrs (ID: A1IMP). .01935 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 12.88 .09677 .38710 .48387 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A1IMP Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir. _ Rain File -ID = Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Page 5.04 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A1IMP Dev.50 .1452 hrs 1.650 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .01935 hrs 11.9614 hrs 4.55 cfs .0500 hrs 11.9500 hrs 4.54 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 98 Area = 1.650 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff 2.1714 in 13005 cu.ft 13005 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS. ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .14516 hrs (ID: A1IMP) .01935 hrs = 0.20000 Tp 483.432 (37.46% .7491 (also, 1.6698 (solved 12.88 .09677 .38710 .48387 cfs hrs hrs hrs under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A1PER Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd HYG Dir HYG File Tc Drainage Type - ID Area 10 Page 5.05 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A1PER Dev.10 .5749 hrs 11.450 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .07666 hrs = 12.4186 hrs .69 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.4000 hrs .68 cfs HYG Volume... DRAINAGE AREA ID:None CN Area = S = 0.2S = Selected 67 11.450 acres 4.9254 in .9851 in Cumulative Runoff .1734 in 7207 cu.ft 7207 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time qp = Tp = Unit receding limb, Tr Total unit time, Tb = .57494 hrs (ID .07666 hrs = 0 483.432 (37.46% .7491 (also, 1.6698 (solved 22.56 .38329 1.53317 1.91646 cfs hrs hrs hrs : A1PER) .20000 Tp under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A1PER Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID = Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area Page 5.06 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A1PER Dev.50 .5749 hrs 11.450 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .07666 hrs = 12.3420 hrs = 1.75 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.3500 hrs 1.74 cfs HYG Volume... DRAINAGE AREA ID:None CN = Area = S = 0.2S = Selected 67 11.450 acres 4.9254 in .9851 in Cumulative Runoff .3158 in 13124 cu.ft 13123 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp =. Unit peak, Unit peak time Unit receding limb, Total unit time, SIP Tp = Tr. Tb = .57494 hrs (ID: A1PER) .07666 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 22.56 .38329 1.53317 1.91646 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A2IMP Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 Duration = Rain Dir = Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Rain File -ID Page 5.07 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A2IMP Dev.10 .1452 hrs 1.650 acres Runoff CN= 98 Computational Time Computed Peak Time Computed Peak Flow Increment = .01935 hrs = 11.9614 hrs 3.76 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 11.9500 hrs Peak Flow, Interpolated Output = 3.75 cfs DRAINAGE AREA ID:None Selected CN = 98 Area = 1.650 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff 1.7744 in 10628 cu.ft HYG Volume... 10627 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, SIP = Tp = Tr = Tb = .14516 hrs (ID: A2IMP) .01935 hrs = 0.20000 Tp 483.432 (37.46% .7491 (also, 1.6698 (solved 12.88 .09677 .38710 .48387 cfs hrs hrs hrs under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A2IMP Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Page 5.08 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A2IMP Dev.50 .1452 hrs 1.650 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow = .01935 hrs = 11.9614 hrs 4.55 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 11.9500 hrs 4.54 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN Area S 0.2S 98 1.650 acres .2041 in .0408 in Cumulative Runoff 2.1714 in 13005 cu.ft. 13005 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .14516 hrs (ID: A2IMP) .01935 hrs = 0.20000 Tp 483.432 (37.46% .7491 (also, 1.6698 (solved 12.88 .09677 .38710 .48387 cfs hrs hrs hrs under rising limb) K = 2/(1+(Tr/Tp)) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Name.... File.... Storm... SCS Unit Hyd. Summary A2PER Tag: Dev.10 J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area Page 5.09 Event: 10 yr 10 year storm = 24.0000 hrs Rain Depth = 2.0000 in = C:\HAESTAD\PPKW\RAINFALL\ = SCSTYPES.RNF - Typell 24hr = Default Curvilinear = J:\DOCUMENT\98573\PONDPACK\ = DEV.HYG - A2PER Dev.10 = .3586 hrs = 3.450 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .04782 hrs = 12.1938 hrs .27 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2000 hrs Peak Flow, Interpolated Output = .27 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 67 Area = 3.450 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff .1734 in 2172 cu.ft 2172 cu.ft (area under HYG curve). ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = .35864 hrs (ID .04782 hrs = 0 483.432 (37.46% .7491 (also, 1.6698 (solved Unit peak, qp = 10.90 cfs Unit peak time Tp = .23909 hrs Unit receding limb, Tr = .95638 hrs Total unit time, Tb = 1.19547 hrs : A2PER) .20000 Tp under rising limb) K = 2/ (1+ (Tr/Tp) ) from K = .7491) CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... A2PER Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID = Unit Hyd Type = HYG Dir HYG File - ID = Tc = Drainage Area = Page 5.10 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - A2PER Dev.50 .3586 hrs 3.450 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .04782 hrs = 12.1460 hrs .72 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = .72 cfs DRAINAGE AREA ID:None Selected CN = 67 Area = 3.450 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff .3158 in 3954 cu.ft HYG Volume... 3956 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time. Concentration, Tc = .35864 hrs (ID: A2PER) Computational. Incr, Tm = .04782 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = 10.90 cfs .23909 hrs .95638 hrs 1.19547 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B1IMP Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area Page 5.11 Event: 10 yr 10 year storm = 24.0000 hrs Rain Depth = 2.0000 in = C:\HAESTAD\PPKW\RAINFALL\ = SCSTYPES.RNF - Typell 24hr = Default Curvilinear = J:\DOCUMENT\98573\PONDPACK\ = DEV.HYG - B1IMP Dev.10 = .1195 hrs = .910 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow = .01593 hrs = 11.9348 hrs 2.17 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 11.9500 hrs 2.15 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 98 Area = .910 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff 1.7744 in 5861 cu.ft 5862 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = .11951 hrs (ID: B1IMP) Computational Incr, Tm = .01593 hrs = 0.20000 Tp Unit Hyd. Shape Factor = 483.432 (37.46% under rising limb) K = 483.43/645.333, K = .7491 (also, K = 2/(1+(Tr/Tp)) Receding/Rising, Tr/Tp = 1.6698 (solved from K = .7491) Unit peak, Unit peak time Unit receding limb, Total unit time, qp = Tp = Tr = Tb = 8.63 07967 .31869 .39836 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B1IMP Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File - ID Tc Drainage Area 50 Page 5.12 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B1IMP Dev.50 .1195 hrs .910 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow .01593 hrs • 11.9348 hrs • 2.62 cfs Time Increment for HYG File • .0500 hrs Peak Time, Interpolated Output = 11.9500 hrs Peak Flow, Interpolated Output = 2.60 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN Area S 0.2S 98 .910 acres .2041 in .0408 in Cumulative Runoff 2.1714 in 7173 cu.ft 7174 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS.***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .11951 hrs (ID: B1IMP) .01593 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 8.63 .07967 .31869 .39836 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B1PER Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd HYG Dir HYG File Tc Drainage Type - ID Area 10 Page 5.13 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B1PER Dev.10 .4986 hrs 14.940 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .06647 hrs = 12.2976 hrs .96 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.3000 hrs .96 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN Area S 0.2S = 67 14.940 = 4.9254 in = .9851 in Cumulative Runoff acres .1734 in 9404 cu.ft 9404 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor K = 483.43/645.333, K Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, .49855 hrs (ID: B1PER) .06647 hrs = 0.20000 Tp = 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) qp = 33.95 Tp = .33237 Tr = 1.32947 Tb = 1.66184 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B1PER Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: Duration Rain Dir Rain File -ID Unit Hyd HYG Dir HYG File Tc Drainage Type - ID Area 50 year storm = 24.0000 hrs Rain Depth = = C:\HAESTAD\PPKW\RAINFALL\ = SCSTYPES.RNF - Typell 24hr = Default Curvilinear = J:\DOCUMENT\98573\PONDPACK\ = DEV.HYG - B1PER Dev.50 = .4986 hrs = 14.940 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .06647 hrs = 12.2976 hrs 2.49 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 12.3000 hrs 2.48 cfs HYG Volume... DRAINAGE AREA ID:None CN = Area = S = 0.2S = Selected 67 14.940 acres 4.9254 in .9851 in Cumulative Runoff .3158 in 17124 cu.ft Page 5.14 Event: 50 yr 2.4000 in 17124 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, qp = Tp = Tr = Tb = .49855 hrs (ID: B1PER) .06647 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 33.95 cfs .33237 hrs 1.32947 hrs 1.66184 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53. Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B2IMP Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 Duration Rain Dir Rain File -ID Unit Hyd Type HYG Dir HYG File Tc Drainage Area - ID = Page 5.15 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B2IMP Dev.10 .1191 hrs .930 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow = .01588 hrs = 11.9384 hrs 2.22 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 11.9500 hrs 2.19 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 98 Area = .930 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff 1.7744 in 5990 cu.ft 5990 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time. Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, qp = Unit peak time Tp = Unit receding limb, Tr = Total unit time, Tb = .11907 hrs (ID: B2IMP) .01588 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 8.85 .07938 .31751 .39689 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B2IMP Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID = Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Page 5.16 Event: 50 yr year storm 24.0000 hrs Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B2IMP Dev.50 .1191 hrs .930 acres Runoff CN= 98 Computational Time Increment Computed Peak Time Computed Peak Flow = .01588 hrs = 11.9384 hrs 2.68 cfs Time Increment for HYG File = Peak Time, Interpolated Output = Peak Flow, Interpolated Output = .0500 hrs 11.9500 hrs 2.65 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 98 Area = .930 acres S = .2041 in 0.2S = .0408 in Cumulative Runoff 2.1714 in 7330 cu.ft 7331 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, qp = TP = Tr = Tb = .11907 hrs (ID: B2IMP) .01588 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 8.85 cfs .07938 hrs .31751 hrs .39689 hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B2PER Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 Duration = Rain Dir = Rain File -ID = Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Page 5.17 Event: 10 yr year storm 24.0000 hrs Rain Depth = 2.0000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B2PER Dev.10 .3381 hrs 1.290 acres Runoff CN= 67 Computational Time Increment Computed Peak Time Computed Peak Flow = .04508 hrs = 12.1724 hrs .11 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.2000 hrs Peak Flow, Interpolated Output = .11 cfs HYG Volume... DRAINAGE AREA ID:None Selected CN = 67 Area = 1.290 acres S = 4.9254 in 0.2S = .9851 in Cumulative Runoff. .1734 in 812 cu.ft 811 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, qp Tp Tr = Tb = .33812 hrs (ID: B2PER) .04508 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)). 1.6698 (solved from K = .7491) 4.32 .22541 .90166 1.12707 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... SCS Unit Hyd. Summary Name.... B2PER Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 50 Duration = Rain Dir = Rain File -ID = Unit Hyd Type = HYG Dir = HYG File - ID = Tc = Drainage Area = Page 5.18 Event: 50 yr year storm 24.0000 hrs. Rain Depth = 2.4000 in C:\HAESTAD\PPKW\RAINFALL\ SCSTYPES.RNF - Typell 24hr Default Curvilinear J:\DOCUMENT\98573\PONDPACK\ DEV.HYG - B2PER Dev.50 .3381 hrs 1.290 acres Runoff CN= 67 Computational Time Computed Peak Time Computed Peak Flow Increment = .04508 hrs = 12.1724 hrs .28 cfs Time Increment for HYG File = .0500 hrs Peak Time, Interpolated Output = 12.1500 hrs Peak Flow, Interpolated Output = .28 cfs DRAINAGE AREA ID:None Selected CN = 67 Area = 1.290 acres S 4.9254 in 0.2S = .9851 in Cumulative Runoff. .3158 in 1479 cu.ft. HYG Volume... 1477 cu.ft (area under HYG curve) ***** UNIT HYDROGRAPH PARAMETERS ***** Time Concentration, Tc = Computational Incr, Tm = Unit Hyd. Shape Factor = K = 483.43/645.333, K = Receding/Rising, Tr/Tp = Unit peak, Unit peak time Unit receding limb, Total unit time, qp = TP = Tr = Tb = .33812 hrs (ID: B2PER) .04508 hrs = 0.20000 Tp 483.432 (37.46% under rising limb) .7491 (also, K = 2/(1+(Tr/Tp)) 1.6698 (solved from K = .7491) 4.32 .22541 .90166 1.12707 cfs hrs hrs hrs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 2.0000 2.2500 2.5000 2.7500 3.0000 3.2500 3.5000 3.7500 4.0000 4.2500 4.5000 4.7500 5.0000 5.2500 5.5000 5.7500 6.0000 6.2500 6.5000 6.7500 7.0000 7.2500 7.5000 7.7500 8.0000 8.2500 8.5000 8.7500 9.0000 9.2500 9.5000 9.7500 10.0000 10.2500 10.5000 10.7500 11.0000 11.2500 11.5000 11.7500 12.0000 12.2500 12.5000 12.7500 13.0000 TIME vs. ELEVATION (ft) Page 6.01 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.89 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.94 1974.95 1974.95 1974.96 1974.97 1974.97 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.05 1975.07 1975.08 1975.10 1975.12 1975.14 1975.17 1975.20 1975.25 1975.37 1975.80 1976.04 1976.09 1976.11 1976.10 1974.89 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.94 1974.95 1974.95 1974.96 1974.97 1974.98 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.05 1975.07 1975.08 1975.10 1975.12. 1975.14 1975.17 1975.21 1975.26 1975.43. 1975.90 1976.06 1976.10 1976.10 1976.09 1974.89 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.94 1974.95 1974.96 1974.96 1974.97 1974.98 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.06 1975.07 1975.09 1975.10 1975.12 1975.15 1975.18 1975.22 1975.28 1975.50 1975.96 1976.07 1976.10 1976.10 1976.09 1974.89 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.92 1974.92 1974.92 1974.93 1974.93 1974.94 1974.95 1974.95 1974.96 1974.96 1974.97 1974.98 1974.99 1974.99 1975.00 1975.01 1975.02 1975.03 1975.05 1975.06 1975.07 1975.09 1975.11 1975.13 1975.16 1975.19 1975.23 1975.30 1975.59 1976.00 1976.08 1976.10 1976.10 1976.08 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.92 1974.93 1974.93 1974.94 1974.95 1974.95 1974.96 1974.97 1974.97 1974.98 1974.99 1975.00 1975.00 1975.01 1975.02 1975.04 1975.05 1975.06 1975.08 1975.09 1975.11 1975.13 1975.16 1975.19 1975.24 1975.33 1975.69 1976.03 1976.09 1976.11 1976.10 1976.08 1 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 t 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 13.2500 13.5000 13.7500 14.0000 14.2500 14.5000 14.7500 15.0000 15.2500 15.5000 15.7500 16.0000 16.2500 16.5000 16.7500 17.0000 17.2500 17.5000 17.7500 18.0000 18.2500 18.5000 18.7500 19.0000 19.2500 19.5000 19.7500 20.0000 20.2500 20.5000 20.7500 21.0000 21.2500 21.5000 21.7500 22.0000 22.2500 22.5000 22.7500 23.0000 23.2500 23.5000 23.7500 24.0000 24.2500 24.5000 TIME vs. ELEVATION (ft) Page 6.02 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1976.07 1976.05 1976.02 1975.98 1975.95 1975.92 1975.89 1975.86 1975.83 1975.80 1975.78 1975.76 1975.74 1975.73 1975.71 1975.70 1975.69 1975.68 1975.67 1975.66 1975.66 1975.65 1975.65 1975.64 1975.64 1975.63 1975.63 1975.62 1975.62 1975.61 1975.61 1975.61 1975.60 1975.60 1975.60 1975.60 1975.60 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.58 1975.57 1976.07 1976.04 1976.01 1975.98 1975.94 1975.91 1975.88 1975.85 1975.82 1975.80 1975.78 1975.76 1975.74 1975.72 1975.71 1975.70 1975.69 1975.68 1975.67 1975.66 1975.66 1975.65 1975.64 1975.64 1975.63 1975.63 1975.62 1975.62 1975.62 1975.61 1975.61 1975.61 1975.60 1975.60 1975.60 1975.60 1975.60 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.58 1975.57 1976.06 1976.04 1976.00 1975.97 1975.94 1975.91 1975.87 1975.84 1975.82 1975.79 1975.77 1975.75 1975.74 1975.72 1975.71 1975.70 1975.69 1975.68 1975.67 1975.66 1975.66 1975.65 1975.64 1975.64 1975.63 1975.63 1975.62 1975.62 1975.61 1975.61 1975.61 1975.60 1975.60 1975.60 1975.60 1975.60 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.58 1975.57 1976.06 1976.03 1976.00 1975.96 1975.93 1975.90 1975.87 1975.84 1975.81 1975.79 1975.77 1975.75 1975.73 1975.72 1975.71 1975.69 1975.68 1975.68 1975.67 1975.66 1975.65 1975.65 1975.64 1975.64 1975.63 1975.63 1975.62 1975.62 1975.61 1975.61 1975.61 1975.60 1975.60 1975.60 1975.60 1975.60 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.58 1975.57 1976.05 1976.02 1975.99 1975.96 1975.92 1975.89 1975.86 1975.83 1975.81 1975.79 1975.77 1975.75 1975.73 1975.72 1975.70 1975.69 1975.68 1975.67 1975.67 1975.66 1975.65 1975.65 1975.64 1975.64 1975.63 1975.63 1975.62 1975.62 1975.61 1975.61 1975.61 1975.60 1975.60 1975.60 1975.60 1975.60 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.59 1975.58 1975.58 1975.57 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 t 1 t Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 24.7500 25.0000 25.2500 25.5000 25.7500 26.0000 26.2500 26.5000 26.7500 27.0000 27.2500 27.5000 27.7500 28.0000 28.2500 28.5000 28.7500 29.0000 29.2500 29.5000 29.7500 30.0000 30.2500 30.5000 30.7500 31.0000 31.2500 31.5000 31.7500 32.0000 32.2500 32.5000 32.7500 33.0000 33.2500 33.5000 33.7500 34.0000 34.2500 34.5000 34.7500 35.0000 35.2500 35.5000 35.7500 36.0000 TIME vs. ELEVATION (ft) Page 6.03 Event: 10 yr Output. Time increment = .0500 hrs Time on left represents time for first value in each row. 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.35 1975.34 1975.33 1975.32 1975.32 1975.31 1975.30 1975.29 1975.28 1975.27 1975.26 1975.25 1975.25 1975.24 1975.23 1975.22 1975.22 1975.21 1975.20 1975.19 1975.19 1975.18 1975.17 1975.17 1975.16 1975.16 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.29. 1975.28 1975.27 1975.26 1975.25 1975.24 1975.24 1975.23 1975.22 1975.21 1975.21 1975.20 1975.19 1975.19 1975.18 1975.17 1975.17 1975.16 1975.15 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.28 1975.28 1975.27 1975.26 1975.25 1975.24 1975.23 1975.23 1975.22 1975.21 1975.21 1975.20 1975.19 1975.18 1975.18 1975.17 1975.17 1975.16 1975.15 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.28 1975.27. 1975.27 1975.26 1975.25 1975.24 1975.23 1975.23 1975.22 1975.21 1975.20 1975.20 1975.19 1975.18 1975.18 1975.17 1975.16 1975.16 1975.15 1975.56 1975.55 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.28 1975.27 1975.26 1975.26 1975.25 1975.24 1975.23 1975.22 1975.22 1975.21 1975.20 1975.20 1975.19 1975.18 1975.18 1975.17 1975.16 1975.16 1975.15 1 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 36.2500 36.5000 36.7500 37.0000 37.2500 37.5000 37.7500 38.0000 38.2500 38.5000 38.7500 39.0000 39.2500 39.5000 39.7500 40.0000 40.2500 40.5000 40.7500 41.0000 41.2500 41.5000 41.7500 42.0000 42.2500 42.5000 42.7500 43.0000 43.2500 43.5000 43.7500 44.0000 44.2500 44.5000 44.7500 45.0000 45.2500 45.5000 45.7500 46.0000 46.2500 46.5000 46.7500 47.0000 47.2500 47.5000 TIME vs. ELEVATION (ft) Page 6.04 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1974.99 1974.99 1974.99 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1974.99 1974.99 1974.99 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1974.99 1974.99 1974.98 1975.15 1975.14 1975.14 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.07 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00. 1974.99 1974.99 1974.99 1974.99 1974.98 1975.15 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.02. 1975.01 1975.01 1975.01 1975.00. 1975.00 1975.00 1975.00 1974.99 1974.99 1974.99 1974.99 1974.99 1974.98 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 t 1 Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 47.7500 48.0000 48.2500 48.5000 48.7500 49.0000 49.2500 49.5000 49.7500 50.0000 50.2500 50.5000 50.7500 51.0000 51.2500 51.5000 51.7500 52.0000 52.2500 52.5000 52.7500 53.0000 53.2500 53.5000 53.7500 54.0000 54.2500 54.5000 54.7500 55.0000 55.2500 55.5000 55.7500 56.0000 56.2500 56.5000 56.7500 57.0000 57.2500 57.5000 57.7500 58.0000 58.2500 58.5000 58.7500 59.0000 TIME vs. ELEVATION (ft) Page 6.05 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94. 1974.94 1974.94. 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.92 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.92 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.92 1974.92 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.92 1974.92 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94. 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.92 1974.92 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 Type.... Time-Elev Name.... POND A Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 59.2500 59.5000 59.7500 60.0000 60.2500 60.5000 60.7500 61.0000 61.2500 61.5000 61.7500 62.0000 62.2500 62.5000 62.7500 63.0000 63.2500 63.5000 63.7500 64.0000 64.2500 64.5000 64.7500 65.0000 65.2500 65.5000 65.7500 66.0000 66.2500 66.5000 66.7500 67.0000 67.2500 67.5000 67.7500 68.0000 68.2500 68.5000 68.7500 69.0000 69.2500 69.5000 69.7500 70.0000 70.2500 TIME vs. ELEVATION (ft) Page 6.06 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92. 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91. 1974.91. 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 1.7000 1.9500 2.2000 2.4500 2.7000 2.9500 3.2000 3.4500 3.7000 3.9500 4'.2000 4.4500 4.7000 4.9500 5.2000 5.4500 5.7000 5.9500 6.2000 6.4500 6.7000 6.9500 7.2000 7.4500 7.7000 7.9500 8.2000 8.4500 8.7000 8.9500 9.2000 9.4500 9.7000 9.9500 10.2000 10.4500 10.7000 10.9500 11.2000 11.4500 11.7000 11.9500 12.2000 12.4500 12.7000 TIME vs. ELEVATION (ft) Page 6.07 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.89 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.94 1974.94 1974.95 1974.96 1974.96 1974.97 1974.98 1974.99 1975.00 1975.00 1975.01 1975.02. 1975.03 1975.04 1975.06 1975.07 1975.09 1975.10 1975.12 1975.13 1975.15 1975.18 1975.21 1975.24 1975.28 1975.33 1975.44 1975.86 1976.29 1976.43 1976.48 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.94 1974.95 1974.96 1974.96 1974.97 1974.98 1974.99 1975.00 1975.01 1975.02 1975.02 1975.03 1975.05 1975.06 1975.07 1975.09 1975.10 1975.12 1975.14 1975.16 1975.18 1975.21 1975.25 1975.29 1975.35 1975.49 1975.98 1976.33 1976.45 1976.49 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.90 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.94 1974.95 1974.96 1974.97 1974.97 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.05 1975.06 1975.08 1975.09 1975.11 1975.12 1975.14 1975.16 1975.19 1975.22 1975.25 1975.30 1975.36 1975.55 1976.10 1976.36. 1976.46 1976.49 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.95 1974.95 1974.96 1974.97 1974.97 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.05 1975.06 1975.08 1975.09 1975.11 1975.13 1975.15 1975.17 1975.19 1975.22 1975.26 1975.31 1975.38 1975.63 1976.19 1976.39 1976.47 1976.49 1974.89 1974.89 1974.89 1974.89 1974.90 1974.90 1974.90 1974.91 1974.91 1974.91 1974.92 1974.92 1974.93 1974.93 1974.94 1974.95 1974.95 1974.96 1974.97 1974.98 1974.98 1974.99 1975.00 1975.01 1975.02 1975.03 1975.04 1975.05 1975.07 1975.08 1975.10 1975.11 1975.13 1975.15 1975.17 1975.20 1975.23 1975.27 1975.32 1975.40 1975.73 1976.25 1976.41 1976.48 1976.49 1 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 12.9500 13.2000 13.4500 13.7000 13.9500 14.2000 14.4500 14.7000 14.9500 15.2000 15.4500 15.7000 15.9500 16.2000 16.4500 16.7000 16.9500 17.2000 17.4500 17.7000 17.9500 18.2000 18.4500 18.7000 18.9500 19.2000 19.4500 19.7000 19.9500 20.2000 20.4500 20.7000 20.9500 21.2000 21.4500 21.7000 21.9500 22.2000 22.4500 22.7000 22.9500 23.2000 23.4500 23.7000 23.9500 24.2000 TIME vs. ELEVATION (ft) Page 6.08 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1976.49 1976.47 1976.44 1976.40 1976.35 1976.30 1976.26 1976.21 1976.16 1976.12 1976.08 1976.04 1976.00 1975.96. 1975.93 1975.90 1975.86 1975.83 1975.81 1975.79 1975.77 1975.75 1975.74 1975.73 1975.72 1975.70 1975.70 1975.69 1975.68 1975.67 1975.66 1975.66 1975.65 1975.65 1975.64 1975.64 1975.64 1975.63 1975.63 1975.63 1975.63 1975.63 1975.62 1975.62 1975.62 1975.62 1976.49 1976.46 1976.43 1976.39 1976.34 1976.29 1976.25 1976.20 1976.15 1976.11 1976.07 1976.03 1975.99 1975.96 1975.92 1975.89 1975.86 1975.83 1975.81 1975.78 1975.77 1975.75 1975.74 1975.72 1975.71 1975.70 1975.69 1975.68 1975.68 1975.67 1975.66 1975.66 1975.65 1975.65 1975.64 1975.64 1975.64 1975.63 1975.63 1975.63 1975.63 1975.62 1975.62 1975.62 1975.62 1975.61 1976.48 1976.46 1976.42 1976.38 1976.33 1976.28 1976.24 1976.19 1976.15 1976.10 1976.06 1976.02 1975.99 1975.95 1975.91 1975.88 1975.85 1975.82 1975.80 1975.78 1975.76 1975.75 1975.73 1975.72 1975.71 1975.70 1975.69 1975.68 1975.67 1975.67 1975.66 1975.65 1975.65 1975.65 1975.64 1975.64 1975.64 1975.63 1975.63 1975.63 1975.63 1975.62 1975.62 1975.62 1975.62 1975.61 1976.48 1976.45 1976.42 1976.37 1976.32 1976.27 1976.23 1976.18 1976.14 1976.09 1976.05 1976.02 1975.98 1975.94 1975.91 1975.88 1975.85 1975.82 1975.80 1975.78 1975.76 1975.75 1975.73 1975.72 1975.71 1975.70 1975.69 1975.68 1975.67 1975.67 1975.66 1975.65 1975.65 1975.64 1975.64 1975.64 1975.63 1975.63 1975.63 1975.63 1975.63 1975.62 1975.62 1975.62 1975.62 1975.61 1976.47 1976.44 1976.41 1976.36 1976.31 1976.27 1976.22 1976.17 1976.13 1976.09 1976.05 1976.01 1975.97 1975.94 1975.90 1975.87 1975.84 1975.81 1975.79 1975.77 1975.76 1975.74 1975.73 1975.72 1975.71 1975.70 1975.69 1975.68 1975.67. 1975.66 1975.66. 1975.65. 1975.65. 1975.64 1975.64 1975.64 1975.63 1975.63 1975.63 1975.63 1975.63 1975.62 1975.62 1975.62 1975.62 1975.61 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 24.4500 24.7000 24.9500 25.2000 25.4500 25.7000 25.9500 26.2000 26.4500 26.7000 26.9500 27.2000 27.4500 27.7000 27.9500 28.2000 28.4500 28.7000 28.9500 29.2000 29.4500 29.7000 29.9500 30.2000 30.4500 30.7000 30.9500 31.2000 31.4500 31.7000 31.9500 32.2000 32.4500 32.7000 32.9500 33.2000 33.4500 33.7000 33.9500 34.2000 34.4500 34.7000 34.9500 35.2000 35.4500 35.7000 TIME vs. ELEVATION (ft) Page 6.09 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1975.60 1975.59 1975.58 1975.57 1975.56 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.28 1975.27 1975.26 1975.25 1975.25 1975.24 1975.23 1975.22 1975.22 1975.21 1975.20 1975.20 1975.19 1975.18 1975.18 1975.60 1975.59 1975.57 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.31 1975.30 1975.29 1975.28 1975.27 1975.26 1975.25 1975.25 1975.24 1975.23 1975.22 1975.21 1975.21 1975.20 1975.19 1975.19 1975.18 1975.17 1975.60 1975.59 1975.57 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.29 1975.28 1975.27 1975.26 1975.25 1975.24 1975.24 1975.23 1975.22 1975.21 1975.21 1975.20 1975.19 1975.19 1975.18 1975.17 1975.60 1975.58 1975.57 1975.56 1975.55 1975.54 1975.53 1975.52 1975.51 1975.50 1975.49 1975.48 1975.46. 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32 1975.31 1975.30 1975.29 1975.28 1975.27 1975.27 1975.26 1975.25 1975.24 1975.23 1975.23 1975.22 1975.21 1975.20 1975.20 1975.19 1975.18 1975.18 1975.17 1975.59 1975.58 1975.57 1975.56 1975.55 1975.54 1975.53 1975.52 1975.50 1975.49 1975.48 1975.47 1975.46 1975.45 1975.44 1975.43 1975.42 1975.41 1975.40 1975.39 1975.38 1975.37 1975.36 1975.35 1975.34 1975.33 1975.32. 1975.31 1975.30 1975.29 1975.28 1975.27 1975.26 1975.26 1975.25 1975.24 1975.23 1975.23 1975.22 1975.21 1975.20 1975.20 1975.19 1975.18 1975.18 1975.17 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 35.9500 36.2000 36.4500 36.7000 36.9500 37.2000 37.4500 37.7000 37.9500 38.2000 38.4500 38.7000 38.9500 39.2000 39.4500 39.7000 39.9500 40.2000 40.4500 40.7000 40.9500 41.2000 41.4500 41.7000 41.9500 42.2000 42.4500 42.7000 42.9500 43.2000 43.4500. 43.7000 43.9500 44.2000 44.4500 44.7000 44.9500 45.2000 45.4500 45.7000 45.9500 46.2000 46.4500 46.7000 46.9500 47.2000 TIME vs. ELEVATION (ft) Page 6.10 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1975.17 1975.16 1975.16 1975.15 1975.15 1975.14 1975.13 1975.13. 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.05. 1975.04 1975.04 1975.04. 1975.03 1975.03. 1975.03 1975.02 1975.02 1975.02 1975.02. 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1975.17 1975.16 1975.16 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1975.17 1975.16 1975.15 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.08 1975.07 1975.07 1975.06 1975.06 1975.06 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1975.17 1975.16 1975.15 1975.15 1975.14 1975.14 1975.13 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.07 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 1975.16 1975.16 1975.15 1975.15 1975.14 1975.14 1975.13 1975.12 1975.12 1975.11 1975.11 1975.10 1975.10 1975.10 1975.09 1975.09 1975.08 1975.08 1975.07 1975.07 1975.07 1975.06 1975.06 1975.05 1975.05 1975.05 1975.04 1975.04 1975.04. 1975.03 1975.03 1975.03 1975.02 1975.02 1975.02 1975.02 1975.01 1975.01 1975.01 1975.00 1975.00 1975.00 1975.00 1975.00 1974.99 1974.99 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 47.4500 47.7000 47.9500 48.2000 48.4500 48.7000 48.9500 49.2000 49.4500 49.7000 49.9500 50.2000 50.4500 50.7000 50.9500 51.2000 51.4500 51.7000 51.9500 52.2000 52.4500 52.7000 52.9500 53.2000 53.4500 53.7000 53.9500 54.2000 54.4500 54.7000 54.9500 55.2000 55.4500 55.7000 55.9500 56.2000 56.4500 56.7000 56.9500 57.2000 57.4500 57.7000 57.9500 58.2000 58.4500 58.7000 TIME vs. ELEVATION (f t ) Page 6.11 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.99 1974.99 1974.99 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.99 1974.99 1974.99 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.99 1974.99 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.99 1974.99 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.93 1974.99 1974.99 1974.98 1974.98 1974.98 1974.98 1974.98 1974.97 1974.97 1974.97 1974.97 1974.97 1974.97 1974.96 1974.96 1974.96 1974.96 1974.96 1974.96 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95 1974.95. 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.94 1974.93 1974.93 1974.93. 1974.93 1974.93 1974.93. 1974.93 1974.93 1974.93 1974.93 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 1 Type.... Time-Elev Name.... POND A Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 58.9500 59.2000 59.4500 59.7000 59.9500 60.2000 60.4500 60.7000 60.9500 61.2000 61.4500 61.7000 61.9500 62.2000 62.4500 62.7000 62.9500 63.2000 63.4500 63.7000 63.9500 64.2000 64.4500 64.7000 64.9500 65.2000 65.4500 65.7000 65.9500 66.2000 66.4500 66.7000 66.9500 67.2000 67.4500 67.7000 67.9500 68.2000 68.4500 68.7000 68.9500 69.2000 69.4500 69.7000 69.9500 70.2000 TIME vs. ELEVATION (ft) Page 6.12 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1974.93 1974.93 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.93 1974.93 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.93 1974.93 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.93 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 1974.93 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.92 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.91 1974.90 1974.90 1974.90 1974.90 1974.90 1974.90 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Time-Elev Name.... POND B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 2.1000 2.3500 2.6000 2.8500 3.1000 3.3500 3.6000 3.8500 4.1000 4.3500 4.6000 4.8500 5.1000 5.3500 5.6000 5.8500 6.1000 6.3500 6.6000 6.8500 7.1000 7.3500 7.6000 7.8500 8.1000 8.3500 8.6000 8.8500 9.1000 9.3500 9.6000 9.8500 10.1000 10.3500 10.6000 10.8500 11.1000 11.3500 11.6000 11.8500 12.1000 12.3500 12.6000 12.8500 13.1000 TIME vs. ELEVATION (ft) Page 6.13 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.11 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.20 1987.20 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.29 1987.30 1987.33 1987.35 1987.39 1987.45 1987.70 1988.21 1988.36 1988.44 1988.47 1988.46 1987.11 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.19 1987.19 1987.20 1987.20 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.29 1987.31 1987.33 1987.36 1987.40 1987.47 1987.81 1988.25 1988.38 1988.45 1988.47 1988.46 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.19 1987.20 1987.21 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.28 1987.29 1987.31 1987.34 1987.37 1987.41 1987.51 1987.93 1988.28 1988.40 1988.46 1988.47 1988.46 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.19 1987.20 1987.21 1987.22 1987.22 1987.23 1987.24 1987.25 1987.27 1987.28 1987.30 1987.32 1987.34 1987.37 1987.42 1987.55 1988.04 1988.31 1988.42 1988.46 1988.47 1988.45 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.20 1987.20 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.28 1987.30 1987.32 1987.35 1987.38 1987.43 1987.62 1988.14 1988.34 1988.43 1988.47 1988.46 1988.45 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000. t 1 1 Type.... Time-Elev Name.... POND B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 13.3500 13.6000 13.8500 14.1000 14.3500 14.6000 14.8500 15.1000 15.3500 15.6000 15.8500 16.1000 16.3500 16.6000 16.8500 17.1000 17.3500 17.6000 17.8500 18.1000 18.3500 18.6000 18.8500 19.1000 19.3500 19.6000 19.8500 20.1000 20.3500 20.6000 20.8500 21.1000 21.3500 21.6000 21.8500 22.1000 22.3500 22.6000 22.8500 23.1000 23.3500 23.6000 23.8500 24.1000 24.3500 24.6000 TIME vs. ELEVATION (ft) Page 6.14 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1988.44 1988.41 1988.37 1988.33 1988.29 1988.24 1988.20 1988.15 1988.11 1988.07 1988.03 1988.00 1987.97 1987.95 1987.93 1987.91 1987.90 1987.88 1987.87 1987.86 1987.85 1987.85 1987.84 1987.83 1987.83 1987.82 1987.81 1987.81 1987.80 1987.80 1987.80 1987.79 1987.79 1987.79 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.77 1987.77 1987.76 1987.75 1988.44 1988.40 1988.36 1988.32 1988.28 1988.23 1988.19 1988.14 1988.10 1988.06 1988.03 1988.00 1987.97 1987.95 1987.93 1987.91 1987.89 1987.88 1987.87 1987.86 1987.85 1987.84 1987.84 1987.83 1987.82 1987.82 1987.81 1987.81 1987.80 1987.80 1987.79 1987.79 1987.79 1987.79 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.77 1987.77 1987.76 1987.74 1988.43 1988.40 1988.36 1988.31 1988.27 1988.22 1988.18 1988.13 1988.09 1988.05 1988.02 1987.99 1987.96 1987.94 1987.92 1987.91 1987.89 1987.88 1987.87 1987.86 1987.85 1987.84 1987.84 1987.83 1987.82 1987.82 1987.81 1987.81 1987.80 1987.80 1987.79 1987.79 1987.79 1987.79 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.77 1987.77 1987.76 1987.74 1988.42 1988.39 1988.35 1988.30 1988.26 1988.21 1988.17 1988.13 1988.08 1988.05 1988.01 1987.99 1987.96 1987.94 1987.92 1987.90 1987.89 1987.88 1987.87 1987.86 1987.85 1987.84 1987.83 1987.83 1987.82 1987.82 1987.81 1987.81 1987.80 1987.80 1987.79 1987.79 1987.79 1987.79 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.77 1987.77 1987.75 1987.74 1988.42 1988.38 1988.34 1988.29 1988.25 1988.20 1988.16 1988.12 1988.08 1988.04 1988.01 1987.98 1987.96 1987.93 1987.92 1987.90 1987.89 1987.87 1987.86 1987.86 1987.85 1987.84 1987.83 1987.83 1987.82 1987.82 1987.81 1987.80 1987.80 1987.80 1987.79. 1987.79 1987.79 1987.79 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.78 1987.77 1987.77 1987.75 1987.73 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 t 1 1 1 Type.... Time-Elev Name.... POND B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 24.8500 25.1000 25.3500 25.6000 25.8500 26.1000 26.3500 26.6000 26.8500 27.1000 27.3500 27.6000 27.8500 28.1000 28.3500 28.6000 28.8500 29.1000 29.3500 29.6000 29.8500 30.1000 30.3500 30.6000 30.8500 31.1000 31.3500 31.6000 31.8500 32.1000 32.3500 32.6000 32.8500 33.1000 33.3500 33.6000 33.8500 34.1000 34.3500 34.6000 34.8500 35.1000 35.3500 35.6000 35.8500 36.1000 TIME vs. ELEVATION (ft) Page 6.15 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.73 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.40. 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 1987.27 1987.27 1987.73 1987.72 1987.71 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36. 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 1987.27 1987.26 1987.73 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 1987.27 1987.26 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43. 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 1987.27 1987.26 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46. 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37. 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 1987.28 1987.27 1987.26 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 t t 1 Type.... Time-Elev Name.... POND B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 36.3500 36.6000 36.8500 37.1000 37.3500 37.6000 37.8500 38.1000 38.3500 38.6000 38.8500 39.1000 39.3500 39.6000 39.8500 40.1000 40.3500 40.6000 40.8500 41.1000 41.3500 41.6000 41.8500 42.1000 42.3500 42.6000 42.8500 43.1000 43.3500 43.6000 43.8500 44.1000 44.3500 44.6000 44.8500 45.1000 45.3500 45.6000 45.8500 46.1000 46.3500 46.6000 46.8500 47.1000 47.3500 47.6000 TIME vs. ELEVATION (ft) Page 6.16 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.26 1987.25 1987.24 1987.24 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14. 1987.14 1987.14 1987.14 1987.14 1987.13. 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.26 1987.25 1987.24 1987.23 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15. 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.25 1987.25 1987.24 1987.23 1987.23 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.25 1987.25 1987.24 1987.23 1987.23 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.19 1987.18 1987.18 1987.17 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.25 1987.24 1987.24 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.12 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Time-Elev Name.... POND B Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 47.8500 48.1000 48.3500 48.6000 48.8500 49.1000 TIME vs. ELEVATION (ft) Page 6.17 Event: 10 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 Type.... Time-Elev Name.... POND B Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 1.7500 2.0000 2.2500 2.5000 2.7500 3.0000 3.2500 3.5000 3.7500 4.0000 4.2500 4.5000 4.7500 5.0000 5.2500 5.5000 5.7500 6.0000 6.2500 6.5000 6.7500 7.0000 7.2500 7.5000 7.7500 8.0000 8.2500 8.5000 8.7500 9.0000 9.2500 9.5000 9.7500 10.0000 10.2500 10.5000 10.7500 11.0000 11.2500 11.5000 11.7500 12.0000 12.2500 12.5000 12.7500 TIME vs. ELEVATION (ft) Page 6.18 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.18 1987.18 1987.19 1987.20 1987.20 1987.21 1987.22 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.29 1987.30 1987.31 1987.33 1987.35 1987.38 1987.41 1987.45 1987.51 1987.67 1988.26 1988.74 1989.01 1989.13 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.14 1987.14 1987.14 1987.15 1987.15 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.20 1987.20 1987.21 1987.22 1987.22 1987.23 1987.24 1987.25 1987.26. 1987.28. 1987.29 1987.30 1987.32 1987.33 1987.35 1987.38 1987.42 1987.46 1987.52 1987.75 1988.39 1988.81 1989.05 1989.14 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.18 1987.19 1987.20 1987.20 1987.21 1987.22 1987.23 1987.23 1987.24 1987.25 1987.27 1987.28 1987.29 1987.30 1987.32 1987.34 1987.36 1987.39 1987.42 1987.47 1987.54 1987.84 1988.50 1988.87 1989.07 1989.16 1987.11 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.19 1987.19 1987.20 1987.21 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.28 1987.29 1987.31 1987.32 1987.34 1987.36 1987.39 1987.43 1987.48 1987.57 1987.97 1988.59 1988.93 1989.10 1989.16 1987.11 1987.11 1987.11 1987.12 1987.12 1987.12 1987.12 1987.13 1987.13 1987.13 1987.14 1987.14 1987.15 1987.15 1987.16 1987.16 1987.17 1987.17 1987.18 1987.19 1987.19 1987.20 1987.21 1987.21 1987.22 1987.23 1987.24 1987.25 1987.26 1987.27 1987.28 1987.30 1987.31 1987.33 1987.35 1987.37 1987.40 1987.44 1987.50 1987.62 1988.11 1988.67 1988.97 1989.12 1989.17 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 1 Type.... Time-Elev Name.... POND B Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... TypelI 24hr Tag: Dev.50 Time hrs 13.0000 13.2500 13.5000 13.7500 14.0000 14.2500 14.5000 14.7500 15.0000 15.2500 15.5000 15.7500 16.0000 16.2500 16.5000 16.7500 17.0000 17.2500 17.5000 17.7500 18.0000 18.2500 18.5000 18.7500 19.0000 19.2500 19.5000 19.7500 20.0000 20.2500 20.5000 20.7500 21.0000 21.2500 21.5000 21.7500 22.0000 22.2500 22.5000 22.7500 23.0000 23.2500 23.5000 23.7500 24.0000 24.2500 TIME vs. ELEVATION (ft) Page 6.19 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1989.17 1989.18 1989.16 1989.12 1989.08 1989.02 1988.97 1988.90 1988.84 1988.78 1988.72 1988.65 1988.59 1988.53 1988.47 1988.42 1988.36 1988.31 1988.26 1988.21 1988.16 1988.12 1988.08 1988.04 1988.01 1987.98 1987.96 1987.94 1987.92 1987.90 1987.89 1987.88 1987.87 1987.86 1987.85 1987.85 1987.84 1987.84 1987.84 1987.83 1987.83 1987.83 1987.83 1987.83 1987.82 1987.81 1989.18 1989.17 1989.15 1989.12 1989.07 1989.01 1988.95 1988.89 1988.83 1988.77 1988.70 1988.64 1988.58 1988.52 1988.46 1988.40 1988.35 1988.30 1988.25 1988.20 1988.15 1988.11 1988.07 1988.03 1988.00 1987.98 1987.96 1987.94 1987.92 1987.90 1987.89 1987.88 1987.87 1987.86 1987.85 1987.85 1987.84 1987.84 1987.84 1987.83 1987.83 1987.83 1987.83 1987.82 1987.82 1987.81 1989.18 1989.17 1989.15 1989.11 1989.06 1989.00 1988.94 1988.88 1988.82 1988.75 1988.69 1988.63 1988.57 1988.51 1988.45 1988.39 1988.34 1988.29 1988.24 1988.19 1988.14 1988.10 1988.06 1988.03 1988.00 1987.97 1987.95 1987.93 1987.91 1987.90 1987.88 1987.87 1987.86 1987.86 1987.85 1987.85 1987.84 1987.84 1987.84 1987.83 1987.83 1987.83 1987.83 1987.82 1987.82 1987.81 1989.18 1989.17 1989.14 1989.10 1989.05 1988.99 1988.93 1988.87 1988.80 1988.74 1988.68 1988.62 1988.56 1988.50 1988.44 1988.38 1988.33 1988.28 1988.23 1988.18 1988.14 1988.09 1988.05 1988.02 1987.99 1987.97 1987.95 1987.93 1987.91 1987.90 1987.88 1987.87 1987.86 1987.86 1987.85 1987.85 1987.84 1987.84 1987.83 1987.83 1987.83 1987.83 1987.83 1987.82 1987.82 1987.80 1989.18 1989.16 1989.13 1989.09 1989.04 1988.98 1988.92 1988.85 1988.79 1988.73 1988.67 1988.61 1988.55 1988.49 1988.43 1988.37 1988.32 1988.27 1988.22 1988.17 1988.13 1988.08 1988.05 1988.02 1987.99 1987.96 1987.94 1987.92 1987.91 1987.89 1987.88. 1987.87 1987.86 1987.85 1987.85 1987.84 1987.84 1987.84 1987.83 1987.83 1987.83 1987.83 1987.83 1987.82 1987.82 1987.80 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 t 1 1 Type.... Time-Elev Name.... POND B Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 24.5000 24.7500 25.0000 25.2500 25.5000 25.7500 26.0000 26.2500 26.5000 26.7500 27.0000 27.2500 27.5000 27.7500 28.0000 28.2500 28.5000 28.7500 29.0000 29.2500 29.5000 29.7500 30.0000 30.2500 30.5000 30.7500 31.0000 31.2500 31.5000 31.7500 32.0000 32.2500 32.5000 32.7500 33.0000 33.2500 33.5000 33.7500 34.0000 34.2500 34.5000 34.7500 35.0000 35.2500 35.5000 35.7500 TIME vs. ELEVATION (ft) Page 6.20 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.79 1987.77 1987.75 1987.73 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.41 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.79 1987.77 1987.75 1987.73 1987.72 1987.71 1987.70 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.79 1987.76 1987.74 1987.73 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.78 1987.76 1987.74 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.60 1987.59 1987.58 1987.57 1987.56 1987.55 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.34 1987.33 1987.32 1987.31 1987.30 1987.29 1987.78 1987.75 1987.74 1987.72 1987.71 1987.70 1987.69 1987.68 1987.67 1987.66 1987.65 1987.64 1987.63 1987.62 1987.61 1987.59 1987.58 1987.57 1987.56 1987.55 1987.54 1987.53 1987.52 1987.51 1987.50 1987.49 1987.48 1987.47 1987.46 1987.45 1987.44 1987.43 1987.42 1987.41 1987.40 1987.39 1987.38 1987.37 1987.36 1987.35 1987.33 1987.32 1987.31 1987.30 1987.29 1987.28 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1 Type.... Time-Elev Name.... POND B Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 36.0000 36.2500 36.5000 36.7500 37.0000 37.2500 37.5000 37.7500 38.0000 38.2500 38.5000 38.7500 39.0000 39.2500 39.5000 39.7500 40.0000 40.2500 40.5000 40.7500 41.0000 41.2500 41.5000 41.7500 42.0000 42.2500 42.5000 42.7500 43.0000 43.2500 43.5000 43.7500 44.0000 44.2500 44.5000 44.7500 45.0000 45.2500 45.5000 45.7500 46.0000 46.2500 46.5000 46.7500 47.0000 47.2500 TIME vs. ELEVATION (ft) Page 6.21 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.28 1987.27 1987.27 1987.26 1987.25 1987.24 1987.24 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14. 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.28 1987.27 1987.26 1987.26 1987.25 1987.24 1987.23 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.28 1987.27 1987.26 1987.25 1987.25 1987.24 1987.23 1987.23 1987.22 1987.22 1987.21 1987.20 1987.20 1987.20 1987.19 1987.19 1987.18 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.28 1987.27 1987.26 1987.25 1987.25 1987.24 1987.23 1987.23 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.19 1987.18 1987.18 1987.17 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.14 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.13 1987.28 1987.27 1987.26 1987.25 1987.24 1987.24 1987.23 1987.22 1987.22 1987.21 1987.21 1987.20 1987.20 1987.19 1987.19 1987.19 1987.18 1987.18 1987.17 1987.17 1987.17 1987.16 1987.16 1987.16 1987.16 1987.15 1987.15 1987.15 1987.15 1987.15 1987.14 1987.14. 1987.14 1987.14 1987.14 1987.14. 1987.14 1987.13 1987.13 1987.13 1987.13. 1987.13 1987.13 1987.13 1987.13 1987.13 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Time-Elev Name.... POND B Tag: Dev.50 File..._ J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 47.5000 47.7500 48.0000 48.2500 48.5000 48.7500 49.0000 49.2500 49.5000 TIME vs. ELEVATION (ft) Page 6.22 Event: 50 yr Output Time increment = .0500 hrs Time on left represents time for first value in each row. 1987.13 1987.13 1987.13 1987.13 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 1987.12 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Vol: Elev-Area Page 7.01 Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) 1974.89 9040 0 0 0 1975.00 9353 27588 1011 1011 1975.56 10951 30425 5680 6691 1976.00 12220 34739 5094 11786 1977.00 15143 40966 13655 25441 1978.00 18123 49832 16611 42052 1979.00 21160 58866 19622 61674 1980.00 24253 68067 22689 84363 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Vol: Elev-Area Page 7.02 Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Elevation Planimeter Area Al+A2+sgr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (cu.ft) (cu.ft) 1987.11 5123 0 0 0 1988.00 5902 16524 4902 4902 1989.00 6633 18792 6264 11166 1990.00 7970 21874 7291 18457 1991.00 9430 26069 8690 27147 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Outlet Input Data Page 8.01 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 1974.89 ft Increment = .50 ft Max. Elev.= 1980.00 ft Spot Elevations, ft 1975.56 ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall El, ft E2, ft User Defined Table TW SETUP, DS Channel TW .000 1980.000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Outlet Input Data Page 8.02 Name.... DRYWELL A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW OUTLET STRUCTURE INPUT DATA Structure ID = Structure Type = User Defined Table ELEV-FLOW RATING TABLE Elev, ft Flow, cfs 1974.89 .00 1975.00 .00 1975.56 .00 1976.00 1.00 1977.00 2.00 1978.00 2.00 1980.00 2.00 Structure ID = TW Structure Type = TW SETUP, DS Channel. FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft. Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Outlet Input Data Page 8.03 Name.... DRYWELL B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 1987.11 ft Increment = .20 ft Max. Elev.= 1991.00 ft Spot Elevations, ft 1988.78 ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall El, ft E2, ft User Defined Table TW SETUP, DS Channel TW .000 1991.000 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Outlet Input Data Page 8.04 Name.... DRYWELL B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW OUTLET STRUCTURE INPUT DATA Structure ID = Structure Type = User Defined Table ELEV-FLOW RATING TABLE Elev, ft Flow, cfs 1987.11 .00 1987.78 .00 1988.00 .50 1989.00 1.00 1991.00 1.00 Structure ID = TW Structure Type = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Infiltration Calcs Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW INFILTRATION RATING TABLE CALCULATIONS Infilt.(cfs) = (.5000 (in/hr) * Area) * Ku Where: Ku = units conversion factor W.S.Elev Total Area Infilt. ft sq.ft cfs No storage at this elevation. infiltration set to zero. 1974.89 9040 .00 1975.39 10453 .12 1975.56 10951 .13 1975.89 11896 .14 1976.39 13323 .15 1976.89 14806 .17 1977.39 16273 .19 1977.89 17782 .21 1978.39 19280 .22 1978.89 20814 .24 1979.39 22341 .26 1979.89 23902 .28 1980.00 24253 .28 Page 9.01 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond E-V-Q Table Name.... POND A File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW LEVEL POOL ROUTING DATA HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND A IN Dev.10 Outflow HYG file = DEV.HYG - POND A OUT Dev.10 Pond Node Data = POND A Pond Volume Data = POND A Pond Outlet Data = DRYWELL A Infiltration = .5000 in/hr INITIAL CONDITIONS Starting WS Elev = 1975.19 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. _ .00 cfs Starting Total Qout= .00 cfs Time Increment = .0500 hrs Page 9.02 Elevation Outflow Storage Area Infilt. Q Total 2S/t+0 ft cfs cu.ft sq.ft cfs cfs cfs 1974.89 .00 0 9040 .00 .00 .00 1975.39 .00 4872 10453 .12 .12 54.25 1975.56 .00 6691 10951 .13 .13 74.47 1975.89 .75 10459 11896 .14 .89 117.10 1976.39 1.39 16765 13323 .15 1.54 187.82 1976.89 1.89 23794 14806 .17 2.06 266.44 1977.39 2.00 31566 16273 .19 2.19 352.92. 1977.89 2.00 40077 17782 .21 2.21 447.51 1978.39 2.00 49344 19280 .22 2.22 550.49. 1978.89 2.00 59365 20814 .24 2.24 661.86 1979.39 2.00 70156 22341 .26. 2.26 781.77 1979.89 2.00 81714 23902 .28 2.28 910.21 1980.00 2.00 84363 24253 .28 2.28 939.64 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND A OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 11.0000 11.2500 11.5000 11.7500 12.0000 12.2500 12.5000 12.7500 13.0000 13.2500 13.5000 13.7500 14.0000 14.2500 14.5000 14.7500 15.0000 15.2500 15.5000 15.7500 16.0000 16.2500 16.5000 16.7500 17.0000 17.2500 17.5000 17.7500 18.0000 18.2500 18.5000 18.7500 19.0000 19.2500 19.5000 19.7500 20.0000 POND ROUTED TOTAL OUTFLOW HYG... HYG file = J:\DOCUMENT\98573\PONDPACK\DEV.HYG HYG ID = POND A OUT HYG Tag = Dev.10 Peak Discharge = 1.34 cfs Time to Peak = 12.4500 hrs HYG Volume = 17059 cu.ft Page 9.03 Event: 10 yr HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .10 .47 .85 1.17 1.24 1.28 1.30 1.31 1.32 1.33 1.33 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.32 1.32 1.31 1.30 1.30 1.29 1.28 1.27 1.26 1.25 1.25 1.24 1.23 1.22 1.21 1.20 1.19 1.15 1.12 1.08 1.05 1.02 .98 .95 .92 .90 .87 .84 .82 .79 .77 .74 .72 .70 .68 .66 .65 .63 .61 .60 .58 .57 .55 .54 .52 .51 .50 .49 .48 .47 .46 .45 .44 .43 .42 .41 .40 .39 .38 .38 .37 .36 .35 .35 .34 .33 .33 .32 .31 .31 .30 .30 .29 .29 .28 .28 .27 .27 .26 .26 .25 .25 .25 .24 .24 .23 .23 .23 .23 .22 .22 .22 .21 .21 .21 .21 .20 .20 .20 .20 .19 .19 .19 .19 .18 .18. .18 .18 .18 .17 .17 .17 .17 .17 .16 .16 .16 .16 .16 .16 .15 .15 .15 .15 .15 .14 .14 .14 .14 .14 .14 .13 .13 .13 .13 .13 .13 .12 .12 .12 .12 .12 .11 .11 .11 .11 .11 .11 .10 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND A OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 20.2500 20.5000 20.7500 21.0000 21.2500 21.5000 21.7500 22.0000 22.2500 22.5000 22.7500 23.0000 23.2500 23.5000 23.7500 24.0000 24.2500 24.5000 24.7500 25.0000 Page 9.04 Event: 10 yr HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. .10 .10 .10 .10 .10 .10 .09 .09 .09 .09 .09 .09 .09 .09 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .06 .05 .05 .05 .04 .04 .03 .02 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND A OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 POND ROUTED TOTAL OUTFLOW HYG... HYG file = J:\DOCUMENT\98573\PONDPACK\DEV.HYG HYG ID = POND A OUT HYG Tag = Dev.50 Peak Discharge = 1.71 cfs Time to Peak = 12.7000 hrs HYG Volume = 28904 cu.ft Page 9.05 Event: 50 yr HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 11.2000 11.4500 11.7000 11.9500 12.2000 12.4500 12.7000 12.9500 13.2000 13.4500 13.7000 13.9500 14.2000 14.4500 14.7000 14.9500 15.2000 15.4500 15.7000 15.9500 16.2000 16.4500 16.7000 16.9500 17.2000 17.4500 17.7000 17.9500 18.2000 18.4500 18.7000 18.9500 19.2000 19.4500 19.7000 19.9500 20.2000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .25 .62 1.06 1.27 1.38 1.46 1.52 1.56 1.59 1.62 1.65 1.67 1.69 1.70 1.70 1.71 1.71 1.71 1.71 1.71 1.71 1.71 1.70 1.70 1.70 1.69 1.69 1.68 1.67 1.66 1.65 1.64 1.63 1.62 1.61 1.60 1.59 1.58 1.56 1.55 1.54 1.53 1.52 1.50 1.49 1.48 1.47 1.45 1.44 1.43 1.42 1.41 1.39 1.38 1.37 1.36 1.35 1.33 1.32 1.31 1.30 1.29 1.28 1.27 1.25 1.24 1.23 1.22 1.21 1.20 1.18 1.14 1.10 1.07 1.03 1.00 .96 .93 .90 .88 .85 .82 .80 .77 .75 .73 .71 .69 .67 .65 .63 .62 .60 .59 .57 .56 .54 .53 .52 .51 .50 .49 .48 .47 .46 .45 .44 .43 .42 .42 .41 .40 .40 .39 .38 .38 .37 .37 .36 .36 .35 .35 .34 .34 .33 .33 .32 .32 .32 .31 .31 .31 .30 .30 .29 .29 .29 .28 .28 .28 .27 .27 .27 .27 .26 .26 .26 .25 .25 .25 .25 .24 .24 .24 .23 .23 .23 .23 .22 .22 .22 .22 .21 .21 .21 .21 .20 .20 .20 .20 .19 .19 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND A OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 Time hrs 20.4500 20.7000 20.9500 21.2000 21.4500 21.7000 21.9500 22.2000 22.4500 22.7000 22.9500 23.2000 23.4500 23.7000 23.9500 24.2000 24.4500 24.7000 24.9500 25.2000 Page 9.06 Event: 50 yr HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. .19 .19 .18 .18 .18 .18 .18 .18 .17 .17 .17 .17 .17 .17 .17 .16 .16 .16 .16 .16 .16 .16 .16 .16 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .12 .12 .12 .11 .10 .09 .09 .08 .07 .06 .05 .04 .04 .03 .02 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Infiltration Calcs Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW INFILTRATION RATING TABLE CALCULATIONS Infilt.(cfs) = (.5000 (in/hr) * Area) * Ku Where: Ku = units conversion factor W.S.Elev Total Area Infilt. ft sq.ft cfs No storage at this elevation... infiltration set to zero. 1987.11 5123 .00 1987.31 5293 .06 1987.51 5466 .06 1987.71 5642 .07 1987.91 5821 .07 1988.11 5980 .07 1988.31 6124 .07 1988.51 6269 .07 1988.71 6417 .07 1988.78 6469 .07 1988.91 6565 .08 1989.11 6774 .08 1989.31 7034 .08 1989.51 7300 .08 1989.71 7570 .09 1989.91 7845 .09 1990.11 8125 .09 1990.31 8409 .10 1990.51 8699 .10 1990.71 8994 .10 1990.91 9294 .11 1991.00 9430 .11 Page 9.07 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond E-V-Q Table Name.... POND B File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW LEVEL POOL ROUTING DATA HYG Dir = J:\DOCUMENT\98573\PONDPACK\ Inflow HYG file = DEV.HYG - POND B IN Dev.10 Outflow HYG file = DEV.HYG - POND B OUT Dev.10 Pond Node Data = Pond Volume Data = Pond Outlet Data = Infiltration = INITIAL CONDITIONS POND B POND B DRYWELL B .5000 in/hr Starting Starting Starting Starting Starting WS Elev = Volume = Outflow = Infiltr. _ Total Qout= Time Increment = Elevation Outflow 0 ft cfs 1987.11 0 .00 .00 .00 .0500 Storage cu.ft ft cu.ft cfs cfs cfs hrs Area sq.ft Page 9.08 Infilt. Q Total 2S/t + cfs cfs cfs 1987.11 1987.31 1987.51 1987.71 1987.91 1988.11 1988.31 1988.51 1988.71 1988.78 1988.91 1989.11 1989.31 1989.51 1989.71 1989.91 1990.11 1990.31 1990.51 1990.71 1990.91 1991.00 .00 .00 .00 .00 .30 .55 .65 .76 .85 .89 .96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1041 2118 3228 4375 5556 6766 8005 9274 9725 10572 11903 13284 14718 16204 17746 19342 20995 22707 24476 26305 27147 5123 5293 5466 5642 5821 5980 6124 6269 6417 6469. 6565 6774 7034 7300. 7570 7845 8125 8409 8699 8994 9294 9430 .00 .06 .06 .07 .07 .07 .07 .07 .07 .07 .08 .08 .08 .08 .09 .09 .09 .10 .10 .10 .11 .11 .00 .06 .06 .07 .36 .62 .73 .83 .93 .96 1.03 1.08 1.08 1.08 1.09 1.09 1.09 1.10 1.10 1.10 1.11 1.11 .00 11.63 23.59 35.93 48.97 62.35 75.90 89.78 103.97 109.02 118.50 133.34 148.68 164.61 181.13 198.27 216.01 234.38 253.40 273.05 293.38 302.74 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND B OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 10.1000 10.3500 10.6000 10.8500 11.1000 11.3500 11.6000 11.8500 12.1000 12.3500 12.6000 12.8500 13.1000 13.3500 13.6000 13.8500. 14.1000 14.3500 14.6000 14.8500 15.1000 15.3500 15.6000 15.8500 16.1000 16.3500 16.6000 16.8500 17.1000 17.3500 17.6000 17.8500 18.1000 18.3500 18.6000 18.8500 19.1000 POND ROUTED TOTAL OUTFLOW HYG... HYG file = J:\DOCUMENT\98573\PONDPACK\DEV.HYG HYG ID = POND B OUT HYG Tag = Dev.10 Peak Discharge = .73 cfs Time to Peak = 12.8000 hrs HYG Volume = 14714 cu.ft Page 9.09 Event: 10 yr HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .14 .32 .47 .57 .60 .62 .64 .65 .67 .68 .69 .70 .71 .72 .72 .73 .73 .73 .73 .73 .73 .73 .73 .73 .73 .73 .73 .73 .72 .72 .72 .71 .71 .71 .70 .70 .70 .69 .69 .69 .68 .68 .67 .67 .66 .66 .66 .65 .65 .64 .64 .63 .63 .62 .62 .62 .61 .61 .60 .60 .59 .59 .58 .58 .58 .57 .57 .56 .56 .55 .54 .53 .52 .51 .50 .49 .48 .47 .46 .46 .45 .44 .43 .42 .41 .41 .40 .39 .39 .38 .37 .37 .36 .35 .35 .34 .34 .33 .33 .32 .32 .31 .31 .30 .30 .29 .29 .28 .28 .27 .27 .27 .26 .26 .26 .25 .25 .25 .24 .24 .24 .23 .23 .23 .22 .22 .22 .22 .21 .21 .21 .21 .20 .20 .20 .20 .20 .19 .19 .19 .19 .19 .18 .18 .18 .18 .18 .17 .17 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND B OUT Tag: Dev.10 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.10 Time hrs 19.3500 19.6000 19.8500 20.1000 20.3500 20.6000 20.8500 21.1000 21.3500 21.6000 21.8500 22.1000 22.3500 22.6000 22.8500 23.1000 23.3500 23.6000 23.8500 24.1000 24.3500 24.6000 24.8500 25.1000 Page 9.10 Event: 10 yr HYDROGRAPH ORDINATES (cfs) Output Time increment = .0500 hrs Time on left represents time for first value in each row. .17 .17 .17 .17 .16 .16 .16 .16 .16 .16 .15 .15 .15 .15 .15 .15 .14 .14 .14 .14 .14 .14 .13 .13 .13. .13 .13 .13 .13 .13 .13 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .09 .09 .09 .09 .09 .09 .09 .09 .08 .08 .07 .07 .06 .06 .05 .05 .05 .04 .04 .03 .03 .02 .02 .02 .01 .01 .01 .00 .00 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND B OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 POND ROUTED TOTAL OUTFLOW HYG... HYG file = J:\DOCUMENT\98573\PONDPACK\DEV.HYG HYG ID = POND B OUT HYG Tag = Dev.50 Peak Discharge = 1.00 cfs Time to Peak = 12.6500 hrs HYG Volume = 25325 cu.ft Page 9. Event: 50 yr HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 10.0000 10.2500 10.5000 10.7500 11.0000 11.2500 11.5000 11.7500 12.0000 12.2500 12.5000 12.7500 13.0000 13.2500 13.5000 13.7500 14.0000 14.2500 14.5000 14.7500 15.0000 15.2500 15.5000 15.7500 16.0000 16.2500 16.5000 16.7500 17.0000 17.2500 17.5000 17.7500 18.0000 18.2500 18.5000 18.7500 19.0000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .06 .20 .37 .56 .63 .70 .75 .79 .83 .87 .90 .93 .96 .97 .98 .99 .99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 .99 .99 .99 .99 .98. .98 .98 .98 .97 .97 .97 .96 .96 .96 .96 .95 .95 .94 .93 .93 .92 .91 .91 .90 .90 .89 .88 .88 .87 .86. .86 .85 .85 .84 .83 .83 .82 .81 .81 .80 .80 .79 .78 .78 .77 .77 .76 .75 .75. .74 .74 .73 .72 .72 .71 .71 .70 .70 .69. .69 .68 .67 .67 .66 .66 .65 .65 .64 .64 .63 .63 .62 .62 .61 .61 .60 .60 .59 .59 .59 .58 .58 .57 .57 .56 .56 .55 .54 .53 .52 .51 .50 .49 .48 .47 .46 .46 .45 .44 .43 .42 .42 .41 .40 .40 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 Type.... Pond Routed HYG (total out) Name.... POND B OUT Tag: Dev.50 File.... J:\DOCUMENT\98573\PONDPACK\INDIANA2.PPW Storm... Typell 24hr Tag: Dev.50 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. 19.2500 19.5000 19.7500 20.0000 20.2500 20.5000 20.7500 21.0000 21.2500 21.5000 21.7500 22.0000 22.2500 22.5000 22.7500 23.0000 23.2500 23.5000 23.7500 24.0000 24.2500 24.5000 24.7500 25.0000 25.2500 25.5000 25.7500 26.0000 Page 9.12 Event: 50 yr .39 .38 .38 .37 .36 .36 .35 .35 .34 .34 .33 .33 .32 .32 .31 .31 .30 .30 .30 .29 .29 .28 .28 .27 .27 .26 .26 .26 .25 .25 .25 .24 .24 .24 .24 .23 .23 .23 .23 .22 .22 .22 .22 .22 .21 .21 .21 .21 .21 .20 .20 .20 .20 .20 .20 .20 .20 .19 .19 .19 .19 .19 .19 .19 .19 .19 .19 .18 .18 .18 .18 .18 .18 .18 .18 .18 .18 .18 .18 .18 .18 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .17 .16 .16 .16 .15 .15 .14 .14 .13 .12 .12 .11 .10 .10 .09 .08 .08 .07 .06 .06 .05 .05 .04 .04 .03 .03 .02 .02 .02 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00. .00 .00 .00 .00 CLC Associates, Inc. PondPack Ver: 7.0 (325) Compute Time: 12:57:53 Date: 09-19-2000 1-2 Scenario: Base P-2 1-3 -13()%-ti A IBC 0s-b 1-1 3.1 � Q,10 Title: MARRIOTT Gre,Project Engineer: CLC ASSOCIATES INC. j:\document\s000030\hansona.stm CLC ASSOCIATES INC. StormCAD v4.1 [428] 09/19/00 07:17:07 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 Scenario: Base Pipe Report Label Upstream Downstream Total Length Constructed Section Average Upstream Downstream Upstream Downstrearr Hydraulic Hydraulic System Has Bend Node Node System (ft) Slope Size Velocity Invert Invert Ground Ground Grade Grade Additional Hydraulic Angle Flow (ft/ft) (ft/s) Elevation Elevation Elevation Elevation Line In Line Out Flow Jump? (degrees) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (cfs) P-1 1-1 1-2 3.78 69.00 0.013478 18 inch 4.54 1,978.01 1,977.08 1,981.51 1,981.24 1,978.53 1,978.53 3.78 false 0.00 P-2 1-2 1-3 7.55 139.00 0.008058 18 inch 5.78 1,977.08 1,975.96 1,981.24 1,983.39 1,977.93 1,977.56 7.55 false 90.00 P3 1-3 0-1 7.55 190.00 0.008000 21 inch 1 4.28 1,975.76 1,974.24 1,983.39 1,979.00 1,976.96 1,975.44 7.55 false 90.00 Title: MARRIOTT j:\document\98573\hansona. stm 11/13/00 08:17:57 AM CLC ASSOCIATES INC. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 all NM NM NM OM MB — Profile Scenario: Base Label: 0-1 Rim: 1,979.00 ft Sump: 1,974.44 ft 0+00 0+50 1+00 Label: P3 Up. Invert: 1,975.76 ft Dn. Invert 1,974.24 ft L: 190.00 ft Size: 21 inch I.D. S: 0.008000 ft/ft Title: MARRIOTT j:\document\98573\hansona.stm 11/13/00 08:16:10 AM 1+50 Label: I-3 Rim: 1,983.39 ft Sump: 1,975.96 ft Orion (ft) Label: I-2 Rim: 1,981.24 ft Sump: 1,977 08ft 1,984.00 Label:t-1- 1,983.00 Rim: 1,981.51 It Sump 1,978.01 ft. 1,982.00 1,981.00 1,980.00 1,979.00 1,978.00 1,977.00 1,976.00 1,975.00 1,974.00 2+50 3+00 3+50 \ 4+00 Label: P-2 Label: P-1 Up. Invert: 1,978.01 ft Dn. Invert: 1,977.08 ft L: 69.00 ft Size: 18 inch S: 0.013478 ft/ft Up. Invert 1,977.08 ft Dn. Invert 1,975.96 ft L: 139.00 ft Size: 18 inch S: 0.008058 ft/ft CLC ASSOCIATES INC. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Elevation (ft) Project Engineer: CLC ASSOCIATES INC. StormCAD v4.1 [428] Page 1 of 1 OM all M -- 1 r—— MI MI M M--- M s Title: MARRIOTT j:\document\s000030\hansona.stm 09/19/00 07:09:19 AM Scenario: Base a1 1-6 �-- 2 .zo 45 a to 1-4 C Z,ZZ GfS (z. to CLC ASSOCIATES INC. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: CLC ASSOCIATES INC. StormCAD v4.1 [4281 Page 1 of 1 r — MI MI is OM it — OM I — 1111111 — i MN iiiiiIIII NIB — — Scenario: Base Combined PipeNNode Report Label Section Length Energy Energy Energy Hydraulic Hydraulic Full Has Upstream Downstream::onstructeccownstrearrUpstream Average Size (ft) Grade Grade Slope Grade Grade Capacity Hydraulic Invert Invert Slope Ground Ground Velocity Line In Line Out (ft/ft) Line In Line Out (cfs) Jump? Elevation Elevation (ft/ft) Elevation Elevation (ft/s) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) P-4 18 inch 61.00 1,990.77 1,989.70 0.017454 1,989.94 1,989.67 19.31 false 1,989.60 1,988.38 0.020000 1,993.10 1,993.10 4.32 P-5 18 inch 29.00 1,989.55 1,989.07 0.016500 1,989.07 1,988.94 10.14 false 1,988.38 1,987.74 0.022069 1,992.86 1,993.10 4.23 P-6 21 inch 72.00 1,988.60 1,987.88 0.010000 1,988.34 1,987.62 10.43 false 1,987.54 1,986.82 0.010000 1,991.50 1,992.86 4.12 Title: MARRIOTT j:\document\98573\hansonb.stm 11/06/00 02:46:02 PM CLC ASSOCIATES INC. © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: CLC ASSOCIATES INC. StormCAD v4.1 [428) Page 1 of 1 ME ME ME MEI ME ME mm um mom me mm mm NE um um Profile Scenario: Base Label: 0-1 Rim: 1,991.50 ft Sump: 1,986.82 ft 0+00 0+20 0+40 Label: P-6 Up. Invert: 1,987.54 ft Dn. Invert: 1,986.82 ft L: 72.00 ft Size:21 inch I.D. S: 0.010000 ft/ft Title: MARRIOTT j:\document\98573\hansonb.stm 11/06/00 02:47:07 PM Label: I-6 Rim: 1,992.86 ft Sump: 1,987.54 ft Label: P-5 Up. Invert: 1,988.38 ft Dn. Invert: 1,987.74 ft L: 29.00 ft Size: 18 inch S: 0.022069 ft/ft Label :1-5 Rim: 1,993.10 ft Sump: 1,988.38 ft Label :1-4 Rim: 1,993.10 ft Sump: 1,989.60 ft 1,994.00 1,993.00 1,992.00 1,991.00 1,990.00 1,989.00 1,988.00 1,987.00 1+40 1+60 Label: P-4 Up. Invert: 1,989.60 ft Dn. Invert: 1,988.38 ft L: 61.00 ft Size: 18 inch S: 0.020000 ft/ft CLC ASSOCIATES INC. O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Elevation (ft) Project Engineer: CLC ASSOCIATES INC. StormCAD v4.1 [428] Page 1 of 1 CLC Associates, Inc. 707 West 7th Ave. Suite 200 Spokane, WA 99204 (509) 458-6840 (509) 458-6844 FAX Planning Engineering Architecture Landscape Architecture Land Surveying PROJECT 14.---1,,) e-a--y-k. \ ,_--6.1.1,;(.47-e_4(- e-E' 8/111 1 ( SIIIIICT 001 'e, -1-,a_a_ t.-z.(A1-9 /ode-- BE W. JOB NI. 17'.'-'77 --;:i. --'-'-- -'''' -;---1- ..___,_,--':--: , ,,- - ';---7-'' : ,'; . ; . , ! i 1 ; ! I „ . : ; : ; i ', : . ,, ' ;, i : •_.. : : ' ..j.. : '... '; '; ..-:: ' -,„„' -1 t;- t i : ' , : • " . ILk.) 0: Ill . : " 1.(. j . )\n,e_re_i'-rai ',..-----L 7 . ;:', 0 --,I,-(e-7.- -, ' ; : . ''. ': -,,---',--!t 241" .F,19e ff5 q‘12. c_4s aeltsie of Womb lad Caudal., Ime. c18-51 ,-, - s __ ____ ,, .... __E._ _ _ _____ , _. ___ ....„. ,_-_-_,.........-.1.._- ,._.!---------- --------,---4---- --,-----------,--- ---E-r-,--"-- - ----t -- ---- - -- - - - ------ - '` - `' La - t 5 .-- , ...... _...f....... ,.. , , / , • c2),(/-61 (-) , : , , , , . , E . ................, 4E2-.- : : i : : : , : ' ! : • - . - 1- , , _....J, .;:— , ji, i---:,-----j— ! : ; •:, i : ! : ; : : ' - . ; i ' , ' : i _..J .J___, .!..._1...;_ ; -=! ' 'Zt9-1— ; , : ;.' : .; , ; t , i t i, ' -r.:, , r ,E : ---•E ,+----,--i 1 -!-- 4- -!---i- . - • -, E. 1---,---4---,.--4.--i--,,, E ' ' 1 4-4;;;. s',:- '.----;-4";--.:L•s-s,-;.;:ms,--:-.4---1— :, , ';.--::-•,-;-;--,—;—;--i..—;—,,,,,.4.—.,,—...t.-4.,..—,--i—. :, 4....4...,..,_ .,,......,—.;_,_.,....._ :, ,,, :,,i,til i.;:- :',..-.4:-...4---4-- 1- -4----i: -±-,-.4---i----i—, -----'ss--= - -t-- --l- ,---1:•Th -t-i -t- ---t, ---i- i---!--i- -i,-- , I-, 12-- -t.t ±--,---4,---r----i. t , ' ; ,- • • - - ;--- , • : , , . , , , , . , , • , • . _':t---i-'::-L-H'L-4---i---- cX,„ ., -,. „,,.,,•„,,,,,,,,,-,,,,,,,,L„..,141.,_±.4.....i. - --- ----- ! - 1. 1_1......__i___, , -1_4_, , 4-1 4- 4 4,- H--i-•-i-,----t---t -r-t---T t -.1-1-7 ; ! ] i ,, -: ! ...._E .1_, 1, i ; 4-: 4-: : ! ; If i ,•- ; 'T. ', •,:!!,.!....„.H.1_,4,,,-,,,,,,,,,,Eit.--1---.!,,!"!,,,,,!,,ii --I, Hi-44-74H ;-7-1 •-..-474,---4-----rje, .Fn+, ,....„....: 1 I tit!itt! ! I ; !•,!,!!!!!!.:,: 17:171 ! I. —I— • -41---17-1 •-1 4- • T T1 ' t i ; ! -T• 7 7 E i ) ' , 4— ' : -t; 17 - , ! ! ! 1 ! t-•!. IT • 1 . . I ' , , . E , ! , 4 : ' . -. . : , ' t- , .-7,-;:, -I- 7:---, -4--, I -" 1 . , ' ',--- , : . `:' I : " , ; - , • ; 1_,._!._.L.4,_.._ L.L.4 4_ i .."„ ,. ,. , ..-- ,_ 4...i..4 _I „I_ t__!, : 1 ' ! , t,- ' : , I. - : ' ' -E--i: : -i- --!.- , , -I: • i : . . ; : 1 :, , ;,-- 1-7, 7, 7 1 -!- ,•,,,,,,,,,,E,:,;t;,.,,,,!,,..,,, PACE 1110 Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: HANSON CENTER EAST Comment: HANSON CENTER EAST Solve For Actual Depth Given Input Data: Diameter 2.00 ft Slope 0.0053 ft/ft Manning's n 0.012 Discharge 9.42 cfs Computed Results: Depth Velocity Flow Area Critical Depth. Critical Slope. Percent Full Full Capacity QMAX @.94D Froude Number 1.03 ft 5.76 fps 4 1.64 sf 1.10 ft 0.0043 ft/ft 51.64 % 17.84 cfs 19.19 cfs 1.12 (flow is Supercritical) Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 CLC 707 West 7th Ave. Planning Associates, Inc. Suite 200 Engineering Spokane, WA 99204 Architecture (509) 458-6840 Landscape Architecture (509) 458-6844 FAX Land Surveying 6u7t-it-k PROJECT t\ a �! 7� �1.t r RATE g I f Z I0 SUJECT L LLLt 5i zv 1 kOCk- 9radah erl IT JOI RI. 8513 244 Co= 2') U= l cps = 5.67 GcS So 7-1 N affiliabe & Wands lad� LJ I PACE Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: HANSON CENTER Comment: HANSON CENTER EAST - Solve For Actual Depth Given Input Data: Diameter Slope Manning's n Discharge Computed Results: Depth Velocity Flow Area Critical Depth. Critical Slope. Percent Full Full Capacity QMAX @.94D Froude Number EAST PIPE SYSTEM TO POND B 2.00 ft 0.0100 ft/ft 0.024 5.42 cfs 0.93 ft 3.78 fps 1.43 sf 0.82 ft 0.0156 ft/ft 46.57 % 12.25 cfs 13.18 cfs 0.79 (flow is Subcritical) Open Channel Flow Module, Version 3.41 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 2v' i4•51 34, s' Storm Gutter Flow L 14,5 '(,Z�= Z9 ` 1 24' ok_ Curb Typical Road Cross -Section Road Classification Non -Flood Zone Width (L), Feet Local Access Collector Arterial, 2 Lane Minor Arterial, 2 Lane All Other Roads 12.0 16.0 24.0 �--� To be determined by County Engineer Note: Table lists minimum non -flood zone widths, L. To be analyzed for design storm event A49u'\. .4' .1. a = (3)CsC) C,4\3!z �S 4. 45 (40 A Az, 51 ,az Gutter Flow Widths in Roadways Guidelines for Stormwater Management Figure 37 Addendum, February 1998 Pg. 6-70 1N BASIN A —IMPERVIOUS AREAS SCALE: 1"=150' IME OF CONE N Pal oN P 1: Q 4O' 5k22,+- Rau.) A,2 . @ 0.0200 - -(A- U) 5`Flcn.J 0.0110 41k 4' 5 ke J Ft oc�) a 0.0200 F31S %1 ttik N Vl0` - POND A � 1' V41r BASIN B—IMPERVIOU SCALE: 1 "=150' 3 AREAS PON /I I (E o r CdO RKE NT K +\Tn Oiy : 4-o' s Ke.e.+ FkkL D . 0100-�-E- 04 quttuc F(ou-) @ 0.0(L7 f f(- 2: 1-0( s *F(oLo C+J p.0ZOO � goo ` G,uituc F(oto 0 . 0 l 2'1�-�-