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BROADWAY E 11515 NEW LIFE ASSEMBLY OF GOD ADD ' BROADWAY E 11515 B1,TE FMED ENGINEER' S REVIEW SHEET MYLAR# CANCELED AS BUILT PLANS RECENED BLDG. PERMIT # B95163 -95 Related File # Building Dept # 95008799 Date to Review 11/08/1995 Time 11:00 Review Type Pre-Construction Date Received 10/30/ 1995 Project Name NEW LIFE ASSEMBLY OF GOD ADD BLDG SQ FT Range - Township - Section 45161.0831 ~ SITE ADDRESS BROADWAY E 11515 / E BOWDISH PARCEL 46163.0193 Applicant's Name MORRIS PIERSOL Phone # 993-5218 Address 3110 E PLAZA RD Phone 2# ROSALIA WA 99170 FLOOD ZONE No Billing Naine MAURISE PIERSOL Owner NEW LIFE ASSEMBLY O Engineer HAHN ENGINEERING Address 11515 E BROADWAY Address 11515 E BROADWAY Company SPOAKNE WA 99206 SPOKANE WA 99206 Address Signed Phone 926-0362 Phone 926-0362 Phone/FAX Building Contact Person: Jeff Forry Ext 103 / CAROL FRAZIER Phone # 456-3675 Date Submitted Description Initials 10/24/1995 DATE FEES RECEIVED DATE PRIORITY FEES RECEIVED COPY TO ACCOUNTING NOTICE TO PUBLIC i# 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED DESIGN DEVIATION SUBMITTED/DATE COMPLETED - MAILED DATE BOND RECEIVED - BOND AMOUNT RECEIVED ~ ~ - DATE BOND RELEASED - DATE AS BUILT RD PLANS DATE RD PLANS APPROVED - NEW ROAD STANDARDS (MAY 15, 1995) STAMPED MYLARS TO PERMIT TECHNICIA.N (SYL/SUZANNE) APPROACH PERMIT # ROAD/S WIDHT/S ~,v .V / % Q ~~,Q.y~✓ . . ~ ~ ~C - l~c .~''~~~/S , / m C~G3~~ . ~a / o,~ . ~ l~.a-~ L~ 8 ~ G~~'~ ~•~..4..-cJ , ~ ~3, f ~i_ ~L~~~ ~ o~~ ~~''t-`~'. ~m Jrt .t c.~ 7,1'` • 0A_ 11~ , CV • (,1~.) ~ ~c+ ~►C t' r • ~ ~ PROJECT NUMBER= 95008799 , APPLICATIO.N . DATH,,10/24/95 PAGE= 01 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 11515 E BROADWAY AVE PARCEL#= 45161.083 ADDRESS= SPOKANE WA 99206 PERMIT USE= CHURCH ADDITION / REMODEL PLAT#= 001852 PLAT NAME= OPPORTUNITY(TR.1-142INC.143-35 BLOCK= LOT= ZONE= UR-3.5 DIST#= F , AREA= F/A= F WIDTH= DEPTH= R/W= 40 • #'OF BLDGS= 2 # DWELLINGS= 1 WATER DIST ~ OWNER= NEW LIFE ASSEMBLY OF GOD PHONE= 509 926 0362 . STREET= 11515 E BROADWAY AVE ADDRESS= SPOKANE WA 99206 s2~ -`{o~~ CONTACT NAME= MAURICE PIERSOL PHONE NUMBER= 509 993 5218 BUILDING SETBACKS: FRONT= 30 LEFT= 147 RIGHT= 32 REAR= 37 REVIEW INFORMATION DEPARTMENT REVIEW REQUIRENENT , BUILDING REVIEW COORDINATOR - C FRAZIER COMMENTS: BUILDING PLAN REVIEW REQUIRED COMMENTS: 1 r BIUILD~ING ZONING/SITE REVIEW ~ . : • COMMENTS : ' - ENGINEER SITE DRAINAGE TO BE _ REVIEWED ~l~• COMMENTS : - ' ~ HEALTHDIST' NEW OR ADDITIONAL-WASTE WATER COMMENTS: ' . ~ ~ . UTILITIES W/IN PRIORITY SEWER AREA ~ A V ' COMMENTS : ' ; FIRE DISTR FIRE FLOW TO BE REVIEWED i - . ~ A-cj- Pe~ . . , . ~PROJECT NUMBER= 95008799 APPLICATION DATE= 10/24/95 PAGE= 02 COMMENTS: BUILDING PERMIT CONTRACTOR= OWNER PHONE= NEW= REMODEL= ADDITION= X CHANGE OF USE= DWELL UNITS= OCCUP. LD= BLDG HGT= 15 STORIES= 1 BLDG W X D= X SQ FT= 1312 SPRINKLER= N • REQ PARKING= #HANDICAP= CRITICAL MAT= N ~ DESCRIPTION GROUP TYPE SQ FT VALUATION ' CHURCH A-2.1 V1HR 1312 70192.00 , REMODEL A-2.1 V1HR 81525.00 ITEM DESCRIPTION QUANTITY FEE AMOUNT , . . COMMERCIAL VALUAT.ION Y 821.50 , PLAN REVIEW FEE Y 533.98 STATE SURCHARGE Y - 4.50 ENGINEERS REVIEW Y 50.00 COMMERCIAL SURCHARGE Y 271.10 ZOCD-CHURCH REVW; 120 Y 215.00 . . ZOCD-COMM SQFT-IK-SK; 127 Y 54.00 - PAYMENT SUMMARY . PAYMENT DATE RECEIPT# PAYMENT AMOUNT . .,10/24/95 00010325 649.85 ~ . TOTAL DUE= 1300.23 TOTAL PAID= 649.85 ' • 7 ~ PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING ~ k BUILDING PERMIT 1950.08 649.85 1300•23 , • ' ; c , • e • . 1950.08 649.85 1300.23 . ; , . ; , . PROCESSED BY: CAROL'FRAZIER PRINTED BY: CAROL FRAZIER , f ~ • ~ ~ . THANK YOU . ~ - ~ I i , . ~ ~ ~ r RECEIVED REPORT OF11/8/95 PRE-CONSTRUCTION CONFERENCE DEC 1 1Wz) 11515 E. Aroadway - Addition & Remodel of New Iafe Assembly of God Churc9POKANE COUNTY ENGINEER M-;' tro~4::t•t 1-Y m__ Y _ r errr ~ 'Y:. ~w~ . ,?G:e~ ~NA141E~'~ t~uA * £~.sa ,/~DDIiESS ~;.,'r . & f:~'t+STATE O'~W,NE~.~~~ x ~~Nc~v"Lfc~Aaembly oP~Ciod ~ifS15`E.YBn"oi+dviiey"rA4e ~'~~~&~}'~~1."="~~Spaiceiie ~~,1A►A~~' _rt . ~ .4513.~5~28: ~Mn~~Piet~"iol~ ~,~F~TGIN BR +Heba~`Fai~iiictii Dlvision`5t'~ e wrrc<;s'rx 'is 1J.. •q ta ,ut; ti4,y~,yy~t ~ ro W:c r..w asn.~k~ ~'ARCHI'TEGT~'ti~~'~`~~Tejil~•C3teg~ A u~. ;~~600 Main'St~Sui~e;C ; , ~ds'~<. .-m9620~:: "`;~~~~77&.~153Q~,.•~.> ,~a~^~~~ . STATF FNVIR4NMENTAI, POLiCY ACT (SCPA) . The proposal was reviewed by the Division of Buildings for compiiance with the State Environmenta! Policy Act. A threshold determination is not required based on WAC 197-11-800(1)(C). PRO.iECT OVERVIEW Applicant proposes to construct an 800 sq ft entry and stairwell addition to an existing church. Sanctuary and restrooms to be remodeled. Classrooms and nursery to be relocatcd. Full-time daycarc no longer exists. Classrooms in basement to be used less than 4 hours a week. Basement kitchen (with sump pump and grinder) is for congregation use and not for fund raising events. Residence at 821 N. Bowdish to be converted to church offices (requiring a change of use). Applicant proposes to bore under Broadway to proposed septic system located on parcel number 45163.0193 SUMMARY OF PROPOSED L~P(D.UB a>: OZ `,Y;'~a~~ ~ M' T'~~ ~RCUNB ;;~5-uPA12 L OJV~L A`~GTIOIVB~` 7YP8 .BUILDII~G U88~' ~Q:PT. .'„';'~'GROUI' '1'YPB~sPI;OW~ WATSR:PURVSYOR % PHOMS . , s ~s4>: w`~; , - . f~~ ftj ~I' ~ tr,~, . oas~ asi~, DISCUSSiON TOPICS 43T63:0193 (efari(icatiorts, additions, end cornetions to written eommentt) DIVISION OF BUILDINGS ZONING REVIEW (456-3675) CONTACT: TOM DAVIS * Written commcnts were prepared & a copy given to the applicant. * Submit copy of Certificate of Exemption combining the parcels. ENGINEERING & itOADS (456-3640) CONTACT: DOUG BUSKO z Written comments were prepared & a copy given to the applicant. * Submit final drainage plan, verifying elevacions, drywetl and inlet dctails, swale cross-sections, etc. * Road improvements, including the construction of curb, are required on Bates Road. * The County Engineer will not allow the construction of a private septic line across Broadway Avenue. • Contact Verle Smale for further information. HEALTH DISTRICT (3241560) CONTACT: DARYL, WAY * Contact local refuse company regarding location of dumpster, to allow turnaround for their vehicles. * All construction debris must be taken to a licensed disposal facility; no on-site burning or burial will be authorized. * One address only for ell strucwres. " Check for asbestos when remodeling. * Remove the 2 exisiing septics under the footprint of the building. x Propcrly abandon tank at 816 N. Bowdish. • Easement for use of septic on other parcel. " Might possibly be able to obtain waiver to use grass pavcrs if no other option exists for septic system. FlltE DISTRICT NO. (928-2462) CONTACT: PAUL CtIASE * The fire distcict was not represented at this meeiing. Comments were given per phone conversation. # No new hydrants will be required. • Knox box is required at front enuance. DIVISION OF BUILDINGS PLAN REVIEW (456-3675) CONTACT: JUN MASCARDO # Wriuen comments were prepared & a copy will be mailed to the applicant. * For information on the Americans with Disabilities Act, ca[l 1-800-435-7232. * Effective 4/1/94 all commercisl projects shall demonstrate compliance with the Non-Residential Energy Code. * Verify accessible parking. # Accessible path of travel from building to public way is requircd. . * A wheel chair spece and assisted listening device is rcquired. * Sanetuary requires a handrail. SEE REVERSE FOA PEIiM~T RE[EnSE REQUrftEMEn+rs ~ PERA41'1' RFI,EASE REQUIREMENTS Please submit seven (7) sets of revised site, droinage, and lancLscape plans plus two (Z) complete sets oJconstruction drawings to !he Department of Buildings for acknowldgement and distribution to all the appropriate ngencies. !n or+der for all agencies to expeditiously process your project, it is important that submittals include all neeessary drawings and documents to insure that review of your praject is completed in the least amount of time. Documents should include: building address and legal . desenption oJproperty. Spokane County's Project Review Coordinator will be Carol Frazier at the Div. of Buildings (456-3675). ~ZAN(NG JEIVQINEERS I HEALTH I FIItE I BUILDIhICS . . . . . . . . . ~ •.v::. v:::. r ti...:•::~: ~ r::arr tt•: x : }::'r ..4. x:.. : : r r,:•: } ::•i'r::•:•: }}:•i::: $:•r ~ .~.•.ti}•..:.:'~'~'-~ti•i:•:titi~ . . . • . . .ti vy, r?• :{•i •:~ri sti~ :v r..1.... •>::::+r:ti:~ . . , , . . . . : : • : . • . . ~ r. .>r• r. f . tt.::.1 ' . • . . . . . . LY:. ..~i . • :.ti,. ti { { • r r:1 • l. . r :r? ::•,:•}ir: i ~ . . . . . • . : f"t v. ~ ::w: ~ ; ~::::.r. ~s ~fi}}:ti•:v: }r. }fr.~l.•. ' v: i v; w{}}}:titi~:•i: i'r:~:•;yC fi;:: ;:::.:::titi:: : •ti~Jif.:•::: ~ : ~..:....:.~.~::.:::.w~~~' . ::~~~~~.~~:~~~#.~.ry.: 1 lPaving ~ X I 2 lDrainage plan (ewales, drywetts, calculations) X 3 ISeptic tank/drainfield location & size X N ~ 4 Handicaparking stalls & acceseways (nto & within bld) ~ . ,p _ - { -•:<::::•:•::rr:•t:,::X y} w::::y . • . . - ..x:::::::: . {vti {..k.1 ..ti . k 5. •:i::r:ti }:ti :ti'~. ..;..r y'r4ti:r. }}:}r v.:.:.. .K . ..5}'ti~: ii4.. :riL\ .?r : 4:•~ : Z ~ :.v .t..... ~ • ti ~ . . . . : . ~ . i t ~.1:::~ ~ '.•.titititi:C•::.. ~ 11V1~ .ti\` • Y •ffJJ... r :.Y.Y'. ,iT7J: :.'1 • ..ti. •Y.Y 1...~... .f .ti.M1t l\•.L.~ h..•~` YY:. ..LUL....:.f ..t....... . . :ti.•::..1.Yf.J:J.....'!. ~ . ; . ..1.:• ::.Y.. ...X...v._......... :......:...:~~~'~.~.'.~.~~~.~,',~.'.~i~~~";,~.'•;•`~~1r#.~..~.~:::: :::.+:.~.,~~.;:...:•.,t..•.__......,.........: ~ ~a .a~---.~~.,r....__. . . .:i, 5 ~Aggregate the parcels into 1 parcel ~ X 6(Certificate of Exemption ~ X 7 1 Agreement to pay fees & minimum requirements list X 8 ICtitical Materiels list X X 9 lLand Use Easement M M ~ ~ 10 lOn-site sewep disposal eyetem permit ....::i: {h•: tiV . ~Y ~ ti ~ti 1. }.ti . ~ yh~{1.\ ~{{fl :ti•. }:}~`:ti V1 ~~{}v J.1},}I}} •Y:~:::::::::ii':::~:h . . . . . . . . . . . . ~ . . ~ Y ' . .V ff}'•~\:1~ `!J'ii~: i~j .1.......,~.. :v.~.;•.ti;:; v. .L .}~Y..... r...... ..ti.. "•'r k':?.~~.--: :.~ii.. . v~?~'~ '~~4.v .~J.v ~•:r1.~5:•;:;r} . : r::. . r:::•::. : . • . . . . . . x. . . . i}}••,•,,1•::{•:i•:::.;.,.{i'};? a.. i:~}. ;ti•'.•::.}•:::•:: . iii::.$;:•:?:{~;' . ~ . . . . . . . ~ . . ....~:.:~~~~kl~,#.~.~:.y.E~'a.Q~'~'~#: .'~.'~'.~3~•..~~G~.#~~9€~~E!~. ~a~~.>.~::: ~:<~::;.<:::n~•~r•:::<;~~~x:::,;;~ .....~::titi~., • 11 lBarrierFree Requirements (WAC 51-20) X 12 lElecirical details X 13 lEnergy detailslcalculations X 14 iFloor plan (document a of seats) - for all floors X 15 lHeating, ventilation & air conditioning drawings X 16 lKitchen hood details/ehafts X 17 lPlumbing details X 18 1 Structural drawings with wet stampe & calculations X , 0.1"► o~. ~ . Signature of Coordinetor Signature of Plan Reviewer ~ Project No: CArJ• g i 99 ~ • S P O K A N E 'ff C O U N T' Y DIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director February 16, 1996 Randell Hahn, P.E. Hahn Engineering ~1orth 862~ B Division Spokane, Washington 99208 Re: Review Comments 1 for New Life Church Dear Randy, The Spokane County Engineers have completed a review of the on-site drainage and off- site road and drainage plans for this project. The following issues must be addressed: On-site Drainagg 1. Is curbing going to be installed around the drainage and landscaped areas? If so, please note. 2. Curb Inlets should be provided at all defined drainage entrances to the swales. Road Improvements 3. Show the entire R/W width on the Typical Bates section. 4. What will be done behind the sidewalk on Bates, between the proposed sidewalk and the property line? The sidewalk cannot drop off to the existing asphalt. The County recommends that the asphalt be rerrioved and replaced, the ground graded, and the area grassed. 5. A grade sheet must be submitted, showing proposed and existing elevations and grades. 6. The top of curb elevation at Sta 1+00 does not seem to correspond with the given grades. Please check this. 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 7. Call out the high and low points along the proposed gutter line, and call out the locations of the proposed inlets. 8. The proposed sidewalk only scales out to be 4.5' on the plan view, but the Typical Section shows the sidewalk as 6.0'. Please clarify. Also, show the transition plan from the 4.5' sidewalk to the 6.0' sidewalk. 9. A wheelchair ramp, County Standard Design A, should be constructed at the intersection. Please place the Standard Detail on the plan. 10. The plan and profile should be drawn at either 20 or 30 scale for clarity. 11. Will the lids on the existing drywells need to be raised? If so, give new rim elevations. 12. Show the locations and widths of all driveway approaches to be removed. 13. Extend the sidewalk to the north property line. Give ending station of sidewalk. 14. Note the type and size of waterline, if known. 15. Note the radius. 16. Give station equation for Broadway and Bates. 17. Note the location, elevation, and details of the benchmark. 18. Add the Section-Township-Range to the plan. Please return the enclosed red-lined drawings with the next submittal. Feel free to call if you have any questions regarding these comments. - S incerely, C~ Doug Busko, E.I.T. Plan Review Engineer encl. c: File NON-NE ABLE FARMERS & MERCHANTS BANK OF ROCKFORD ROCKFORD WASHINGTON Date 19 ' . ~ This certifles that has deposited with this bank for safekeeping, the following described property, vii: 9 . - ; . ~ ' . to be delivered upon the order of the depositor, or legal representative or attorneys, on the return of this certificate. This receipt is not negotiable and is not transferable. The property may bedellvered without the return of thls recetpt, at the optlon of the bank. In the effort properly to care forand preserve the property deposlted hereunder the bank wtll exetctse asgreat precautions as It exerts to safeguard its own property, but In sptte ofsuch precautlons, should satd property oranyof It, be lost, destroyed, or stolen, the bank w111 not be liable: and beyond the exerctse of such due dlltgence, no llability whatever shall attach to the bank by r+eason of said deposit: nor shall the bank be Ilable forproperty returned ordeUvered to anyperson who shall produce either the orlginal recelpt oranyauthorized dupUcate. unless wrltten nottce. prevtous to such delivery, shall have beenglven to the bank byoron tzehalfof the deposltor, setting forth that said recefpt hasbeen lost. mislaid, stolen. orhasotherwtsepassedfromthepossessfonoftheowner. Thedeposltoragreespromptlytowlthdrawsaidproperty.shouldthebankrequestthatltbe wlthdcawn. ~ By I concur in all the foregoing and agree I hereby acknowledge receipt of the above described to each of the above conditions. property, this day of 19 ' _ Depositor sfgns here on LEAVING property. Depositor signs here on TAKING PROPER'IY AWAY ~ i S P O K AIN7 E O U N T Y DIVISION OF ENCINEERIN6 AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director November 8, 1995 Mr. Maurice Piersol E. 11515 Broadway Spokane, Washington 99206 Re: Building Permit for Church Remodel The Spokane County Engineers offer the following comments for the project: 1. Submit a final drainage plan, showing all necessary details (elevations, drywell and inlet details, swale cross-sections, etc.). 2. Submit a copy of the landscape plan to the Engineers. 3. Road improvements are required on Bates Road. This will include the construction of curb. 4. The County Engineer will not allow the construction of a private septic line across Broadway Avenue. Doug Busko, E.I.T. Plan Review Engineer 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (549) 324-3166 . I I r ~ • . , NfJN-NE~~hABLE ~ ~~e~.e.e 't~ .ece`t ~ ► . FARMERS & MERCHANTS BANK 'N, OF ROCKFORD ROCKFORD WASHINGTON r ~ . Date -.Y _ 19 , Th1s certifles that 3~ • has deposlted wtth this bank for safekeeping, th llowing described property, . C'OAA NAL 6 ~u u U~)-a I U~ Un r pum),,o Q ,-aul (n. ~ ~ ')l ~ to be deltvered upon the order of the depositor, or legal representattve or attorneys, on the return of this certiflcate. This receipt Is not negotiable and is not transferable. ~ TheproperrymaybedellKredwithoutthercturn ofthlsrecelpt,attheoptlonafkhebank. Intheeffort properiytocarcforendpreservethepropertydepaslted hercunderthcbankwtllexcrclxasgreatprecauttonsasltexerlstosafeguardltsownproperty,butlneplteafsuchpntautlons,ehauldealdpropertyoranyoflt,be lost. dcstrayed, or atolen, the bank wIU not be Ilabk: and beyand tht exerclse of such due dtllgence. no IlabUlty whatever ahall atlach to the bank by reason of eald deposlt:norshallthebankbellabieforproperty retumedordellveredtoanypersonwhoshallproduceeltherthcorlgfnalrecetptoranyauthortzeddupllcate,unles3 wrtttennotlce.prevloustosuchdellvery,shallhavebeenglventothebankbyoronbehalfofthedeposltor.setUngforththatsaldrcatpthasbeenlost,mislald,stolen, _ arhasotherwlsepassed(romthepossesslonoftheowner. ThedeposltoragreesprompUytowlthdrawseldproperty,shouldthebankrcquestthatltbewilhdrewn. . / . ' ' . . By I concur in all the foregoing and agree I hereby acknowledge receipt of the above descrlbed , ' • to each of the bove condittons. property, this day of 19 teposltor ~Slgns here on LEAVING property. Deposltor slgns here on TAKING PROPERTY AWAY ' • i', . . . . . . , . . _ . . . , . ; L. -:A, : ' , 4. ' . . ' ' ; ',,'•~+j, : ' ~ BOND ESTIMATE PROJECT New Life Assembly of God Church NAME Doug Busko DATE 18-Mar-96 - - - - - - - - - - - - - - - DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA 1250.00 0.00 2) Drywell - Type B EA 1560.00 0.00 3) Grate - Type 1 EA 315.00 0.00 ~ 4) Grate Type 2 EA 2 340.00 680.00 5) Grate - Type 4 EA 300.00 0.00 6) Backfill For DW CY 16.00 0.00 7) Concrete inlet EA 2 750.00 1500.00 8) C.M. Pipe 10" Dia. LF 180 23.00 4140.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 27.80 0.00 11) C.M. Pipe 18" Dia. LF 31.50 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 310.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 - - - - - - NON STANDARD URAINAGE ITEMS - - - - - - - 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 - - - - - - - DRAINAGE SUBTOTAL 6320.00 16) Monuments EA 185.00 0.00 17) Barricade LF 33.00 0.00 18) Street Signs EA 85.00 0.00 OTHER SUBTOTAL 0.00 - - - - - - - - - GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 18 10.00 180.00 20) Tqp Course - CY 13 16.00 208.00 21) Base Course CY 16.00 0.00 22) Asphalt Concrete Tons 18 44.40 799.20 23) Curb Type A LF 7.00 0.00 24) Curb Type B LF 285 8.00 2280.00 25) Curb Type R LF 8.00 0.00 26) Sidewalk SQ YD 16.70 0.00 NON-STANDARD ROAD ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING 3467.20 GRAND TOTAL 9,787.20 • as5 rCi MMLtiT . ~ For security puweg anly, -ke ov A 0 `+Z' 60 r~ ~ - ~ If~ #..1:7r'►~ - ~P i iterelry assigls to SPOKANL COUNfYb a poGtiral su~divisioa of lhc Stale of Wasitiligian, tho fullowieig: 4 Saviiigs Geriiticatt Nuuibcr ~ ~ ~ f • . in The face aalauui ot' . aud Wclrl ua aud bY ;L- 'Avedl~p"' T~ Bauk of ~ ~ ~ •~a ~ . ~ Br~oc1~ Miis assigq.u►eml is utixde as aecurky [or ihc full aiid faiihful pcrfurutauco Vy ~ O,;erye R • of ce[aaia roads, ausauniejils ancl clraiuagd fuuilioics ror Q-WA9-f-z- as speciGed iu tbe lypIcal secdon aud ro:idway i,iqimcnieal specificauoess far said prD1ecx, d:A«d j~4jggzI 199 G aud au file !a thc O!fice of ihe &puk-rue Couuay £ugiuecr. . Ang intur-31 accr++ing uack.r ssid saviugs cetliCtcate sLaLil reznaen The proper[y 4f -PwAfter ~W+7(r Said savings oCxtinwc 1a br. rc2sasm In or 2gy othtr puiy onJy willr #he prinr wriiicu ro=ui and agrccLucnt of Spokflwle Couaty. PROVU3ED, FUItT! IER, ;iw tander4urJ dacs b erely a ul iuatke $aftk44a&je 'i' ' r 1'q rs % Io pay ownc :0 SpaLiue auaiy adl ar a s~iMcieug poriioit of iba uuii4ies iu ihe saviugs c-ertiricatc referer~cea hereiuabovt ppo,n writiui documou(niiou being received frum thc Spolca~e, Couuty Enjipcer wdica4iug xfwl iiic purposes Far wLir:J► tL saviugs mrliCcate was assigixecl ha►re iMOi bee'a (uliy aud faeiuully prrfcir4led a5 tcquif4Li und a a1:llcalm# of 14d4 Aili04xifi of atnuey 1412kh Ihe Coilaily Engiucer a8 ft:quu'0J 4ud a sl4lcdWal af 1491 Q1u4u,pi L)Wnt-y whl4lt 4IJU C0uu~ ~i~'ucer sit-euts ptA:E:s.~ary ;o wui~alc~Rc sucik uI,ligatir~a. iJpuis r~;,;c~p1 of seu:ll wi:i~~eii ~]~~'}(~f Iicriajy zu#brrr" c ° , . t ~ c Ia rttr.asc iu 5isukar4e C.ouuty tllal ampuul of nivnc:y r,:qucs:nd up la ►ite ntaxintuiiti al iF& Kiic savings cercificale- DA"1'IED li«s ~ ! d:1y of ,~~A,&i A ~~9 Co • ~ . BANK []P '4 rc 1s,n7~.~ ADL)CtL`•S5 r" 9 - D ~ zip c~6P- f fy ~ - .f } { G ~ r~ ~ DAIL•°U thts day of 199 ~ . ef'-- UIEVEL[]FE~ SrATE ar• wAsHIr~GTON ~ . ~ county of spokane ~ - On this &ay personally appearc:cl bslire slie ia me knnWu Io le lLs rndividua! 4~sc ilst~l iu auJ wl~o excculcJ lbe wifLii~ aud ~rcgoi~ insis'nnteui, alld ar.kuowiecfgeJ illat ~sigue~ 1he sa~u~c u~s ~`~1 ti_ frcx a n,l vul uiaI ary ac# aud decJ, Iuf iLe 4sc,i a Iid p Ui1poSCS ilieftll] InCmln liCS1 ~~~D AND 01'FICIAL 5 - I~LFS ~ 4~ay 4f h r Nut:►ry PuWir eu 213a Eac Iite Scale of woshinbLosi, ^ rc:sidhig ai SpnkaLkc f#n.4cn1l9~ Hahn Engineering, Inc. Professional Engi.neers and Land Surveyors N orth 8623 Division StreeE • Suite B R Spokane, Washington 99208 E"CEIVED February 5, 1996 (509) 467-1550 ~ MM a 6 1996 . FAX (509) 467-8189 Mr. Doug Busko , SppKAHE CpUNTY ENGiNEER ~ Spokane County Public Works Department w. 1026 Broadway Spokane, WA 99260 RE : NEW LIFE ASSEMLY CHDRCH DRAINA,GE PLANS AND BATES ROAD Dear poug: Enclosed you will find two (2) copies of the final Drainage Plans which include revisions to site drainage and Bates Road. Revisions to Issues 1- 18 have been addressed in the following manor: 1. No new landscaping is necessary to the site, therefore, no interior curbing is required. Type A curb will be installed around `208' swales for protection. 2. Curb inlets have been provided at all drainage entrances to swales. Tnlet calculation has been performed for ten (10) year event. 3. Entire R/W width has been shown. 4. Sidewalk behind Bates Road will not be installed per county letter of November 8, 1995. Existing asphalt will remain. Asphalt fillet to edge of curb. 5. Grade sheet has already been sent on February 16, 1996. b. Elevation at 2+25 was wrong. Has been changed to 2013.29. 7. High and low points have been called out and proposed inlets at grade breaks and end of curb STA 3+25.00 are shown. 8. See Comment #4. 9. Wheelchair ramp already exists. 10. Plan has been changed to 30 scale. 11. No existing ground will be changed at the drywells, therefore, lids will not need to be raised. 12. Location and widths of driveway approaches to be removed are shown. 13. See Comment #4. 14. Size and type of waterline is shown. - 15. Radius has been noted. 16. Equation for Broadway and Bates has been given. 17. Noted location, elevation and details of benchmark. 18. Section, Township, Range has been added. If you should have any further questions, please feel free to contact me. Very truly yours, HAHN ENGINEERING, INC. . Ed Smith E.I.T. ~ t Hahn Engineering, Inc. Professional Engineers and Land Surveyors . North 8623 Division Street • Suite B -,pokcrne, Washington 99208 RFCF! V q n ; (509) 467-1550 ~ FAX (509) 467-8189 February 16, 1996 FEQ 2 S(pll~UatS i/~~{p; , - . _ l.. ~ . ' . _.._:aea:yu.a...n:a,,.e,.,,,,,,ra-,nr.•` Mr. Doug Busko Spokane County Public Works Department W. 1026 Broadway Spokane, WA 99260 RE.• RQAD CALCULATI01lTS AND GR4DE S'HEE'T IE W LIFE ASSEM13LY OF GOD CHURCH Dear poug: As per your request, I am sending a copy of the Grade Sheet for Bates Road and three (3) pages to attach to the submitted Drainage Report. Should you have any further questions, please feel free to contact me. Very truly yours, HAHN ENGIlVEERTNG, INC. Ed Smith, E.I.T. / Spokane County Engineers Project; NEW LIFE ASSEMBLY . N. 811 Jefferson 456-3600 Job No.; 95H311-4 Spokane, WA 99201 Disc,No.; NEW LIFE CHURCH File Name: L123BTS TYPICAL SECTION DATA 07-Feb-96 Raadway half width EN1ER--> 20 02,37 PM Road Name ENTER--> BATES ROAD Left or Right ENTER--> RIGHT Curb Type 1YPE B COUNTY Station Interval EN1FR--> 25 MINIMUM MAXIMUM . Curb EL Curb EL Edge Pave. CENTER 96 SLOPE EDGE DIST. 96 SLOPE EDGE DIST FROM (-4,596 (-296 to Gutter LINE CENTER- PAVEMENT CJL TO CJL TO PAVEMENTEDGE PUMT,from E/P + FROM E/P + SELECT- Design Top Curb STATION ElFVATION LINE ELEVATION E/P , EDGE PAVE 96 SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV % GRADE 96 Grade 0,00 2012,68 - ' ERR - 20.00 -0,45 0,02 -2.08 - 31.10 2012.60 -0.26 ERR 0.00 20,00 -0,45 4,02 -208 - 3 45.00 2012.64 0.29 2012.37 20.00 -1.35 14477.48 0.00 2012.82 2012,78 2012.74 1,00 14480,14 4 75.00 2012,98 1,13 2012.84 9,50 -1.47 4585.06 10,50 2012.82 20i3.04 2013,04 -2.06 1.00 7 100.00 2013,30 1,28 2012.86 9,50 -4.63 0,06 10.50 2012.84 20i3.06 2012.91 -3,68 -0,50 10 . 125.00 2013,41 0.44 2013,04 9,50 -3.89 0.72 10,50 2013.02 2013,25 2013,04 -4,28 0,50 12 150.00 2013.46 020 2013.16 9.50 -3.16 0,48 10,50 2013.14 2013,37 2013.17 -4.22 0.50 15 175,00 2013,50 0,16 2013.13 9,50 -3,69 -0,12 10,50 2013,11 2013,34 2013,29 -2.50 0.50 17 200,00 2013.45 -0,20 2013.25 9.50 -2.11 0.48 10,50 2013,23 2013.46 2013,42 -2.44 0.50 20 ' 225.00 2013.40 -0,20 2013.23 9.50 -1,79 -0.08 10,50 2013,21 2013,44 2013.29 -3.61 -0.50 22 250,00 2013.28 -0,48 2013.12 9.50 -1,68 =0.44 10,50 2013,i0 2013.32 2013.17 -3,78 -0,50 25 275.00 2013,14 -0.56 2012.95 9.50 -2,00 -0,68 10.50 2012,93 2013.16 2013.04 -3,28 -0.50 27 300.00 2013.00 -0.56 2012.72 9.50 -2,95 -0.92 10,50 2012.70 2012,93 201291 -2,12 -0.50 30 325.00 2012.84 -0,64 2012.66 9,50 -1.89 -0.24 10,50 20i2,64 2012,87 2012,79 -2.83 -0.50 32 o' , STRtJCTURAL CALCULATIDNS ~33~ HAHIV Niz-Y1/ L1FE.4-z>SC-MRL,I 2.'►~~`~Cr /DAvEM~Elyr >>Es ► GN FoR 5A7E5 RDA D The -,5pokaive Cotify~y S01I &Jrvey i,~cJ~c4~es fhnf fhe -~o/%wiA~q sa'!s ar-e CoMMON tD +~ke ProPOS-j R«acl w,fh, ~ -~he Prvfec-+ etr`pc{• (See atfacli ecl so; I 5e~-hiqiy) Tex4uri?, uiV1~7eiC'c/ 69 A, ~ Q rr: ~N ,/e-ll yJoom sM G1~1 FroM ~he SI~okA~ Cou,y~y Mel-►vnfe naven~eevf Desi91v (I~I~er;r•~~ ~ C.Is%~v9 U - ~DD ~4L~T GM 21' 5M 7"h e SM so,'/ %s 4he MoS'~ ~r;cfi~ auol be U-sed ~o-~ o verta I/~%~va / c-~es ~9 N• 2 " ACP 7~' ~3a5~ eour5e 3q J ♦ • ~ , ' ' ~ I O I LOCAL ACCESS PAVE31I1ENT STRUCTURES AVERAGE DAILY TRAFFIC !3011- TYPE 0- 200 200-600 600 + ~ C W 21/601 2„/6„ 211j6,. GP 211/601 201/711 211/711 CM 2"/E„ 211/7„ 2"/811 ~ Gc 2„/-I„ 2„J8„ 3„/6., - sw 2f'/6#1 2forit 2011711 , ~ SP 2111Efe 21771 2011801 -S U1 2~l/711 210/801 311f6,. ~ Sc Pavement Design I - N1L 311/6„ , 3„1 1811 41116.1 CL Favement Design 0 L 4,1/711 ~ MH Pavemeni Design pH Pavement Design ~ PT Pavemeni Design ~ 1) Soil type is ciassiT~ed by the Unified Soi1 Classitication System. 2) Required thickness is given as inc"ies oT asphalt concrete pavement over inches of crushed surfacing. SPOKANE COUNTY ALTERiVATE PAVEMENT DESIGN (INTERIM) HAHN ENGINEERING 5094678189 P.02 Hahn Engineering, Inc. I'rofessio»al Engineers and l.c:nd Surueyors Norlh 8623 Diuisioll St*rtt V Suitr 8 Spokant, Washircgtvn 99208 (509) 467-1550 FAX (509) 467-8189 Februazy 16, 1996 iVir. Doug Busko Spvkane Councy Public Works bepartment W. 1026 Broadway Spokane, W,A. 99260 IZE: RDAD CA.LCI.II.ATION,SAN,U G'RAnF: .S`HL'I;?' NF, w L11~I; ASSEM131.. r pF GOD CHU,KCH Dear TJoug: As per your request, I arn sending a copy of the Grade Sheet for Bates Road and three (3) pages to attacb to the submitted Drainage Report. Should you have any further questions, please feel free to contact me. Very truly yours, HA►,HN ENGINEERiNG, INC. Z757~' Ed Smith, E.I.T. Hahn Engineering, Inc. Professional Engineers and Land Surveyors North 8623 Division Street • Suite B Spokane, Washington 99208 (509) 467-1550 FAX (509) 467-8189 February 15, 1996 Mr. Doug Busko Spokane County Public Works Departrnent W. 1026 Broadway Spokane, WA 99260 RE: NEW LIFE ASSEMBLY CHURGH DRAINAGE REPORT Dear poug: Enclosed you will find one copy of the Drainage Report and two copies of ths plans for the New Life Assembly Church. The plans include drainage for site and road plans for Bates Road. If you should have any questions, please feel free to contact me. Very truly yours, HAHId ENGINEERING, IRlC. . IG~GG%ahn, ~ u~ andell G. . E. 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ADDRESS: ~ , I S 15 ~oc~,v~,~ , OVVNER: N,Q,A A ss.eml~l~ . ~ (4 ox4 PHONE: qu ADDRES S : r- ` < < 5 i5 914/00-4iway sQo -ITj ne- WA G q 2o I, r BUSINESS NAME: AsseA-b Ll o~ ctod, +dd ;,h•C>r) CONTACT. . PHONE• . ~q3 .52 \ t8 ~ . ADDRES S. Aosaa ~ a_ W A q Cl kq LEGAL DESCRIPTION: PARCEL NUMBER: L4c-, L_(p t, o P532, oz~~; r~~,,,~ 3 , DETAILED PROJECT DESCRIPTION: . gJcd ~ =L4n , 4 ,~Z r_-~u /j r~ r-t +-~~m qo s~-.~.r I~ ~!1$ re.d.c~n r ~•t_~ ,n r n~i~► ~l n S 5tc> .S . o d~.Pfl C_t, A~ts ) L~ c1-~G►•, ~.p,pVALUE: CK, 8 c. d4v . . . . . „ . . . , ca:~n.:~>. "~~.~#''-~:~.~:::~c~-~- . . . . . . . . . .....;,j . . . . . : ~ . . . . . _ . : . rr..:. . . ~ . . . . . ..~i. . . . ~ . . . . ~ ~ .1 . . . . . ....~~~~~i r 5••' . . . ........i~• . . 't ' . • . . . .4. . ..t~ . : . . . . . . - . . . ~ . 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R •5• :i•^ :i+~ - ) i:~~~.1Wlf1i .a":.i•~~:~r~' '92, -.~..~:wr(::If:~;1:t:::'VOOx;W..~~;L•OI.~.~ .5.. .{:';757^"• - . : ,~t.. . ...:ti•..~ . . . . •:J': 1 ~ r..:...::. . . . . . . . . . : . . . _ . ....~..t . i~ . . . . . ~ : . . . . : : . . . ~'t . . . : . : {~4:..:..' . . . , . . • . . ~ r..::.:......::.:.•.:: r. . . , . . , . . " ' . . . . . ' .:.:.c.z~~t~,,A.~~..~Y. . . . . • .t..........:.... . :f ~ . . : . . . % . y ~•f~ p• ..........r... .....5............... ...:......y......:........•. . . . . . i y~~ •r • . • . . . . •1~.~~~~~..~......~........~~....~:~.. ........:.......~~...........t......~.......... .~~r~.. ~ ........~~~ii~...r..•... : . r.... .r. •r. . • . . . . . . . . . r• . • 1~• ~~,9. i . . . • ..r . . . . ~ti. . . . . ~ 0\f'~~ . . . . . . . . . . . . . . . . . . . . . i PROJECT NUMBER= 95008799 PPLICATION DATE:= ,i/24/95 PAGE= 01 THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 11515 E BROADWAY AVE PARCEL#= 45161.0832 ADDRES5= SPOKANE WA 99206 PERMIT USE= CHURCH ADDITION / REMODEL PLAT#= 001852 PLAT NAME= OPPORTUNITY(TR.1-142INC.143-35 BLOCK= LOT= ZONE= UR-3.5 DIST#= F AREA= F/A= F WIDTH= DEPTH= R/W= 40 OF BLDGS= 2 # DWELLINGS= 1 WATER DIST OWNER= NEW LIFE ASSEMBLY OF GOD PHONE= 509 926 0362 . STREET= 11515 E BROADWAY AVE ADDRESS= SPOKANE WA 99206 " CONTACT NAME= MAURICE PIERSOL PHONE NUMBER= 509 993 5218 BUILDING SETBACKS: FRONT= 30 LEFT= 147 RIGHT= 32 REAR= 37 REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR - C FRAZIER COMMENTS: . BUILDING PLAN REVIEW REQUIRED COMMENTS: ~ F3I UILD4ING ZONING/SITE REVIEW ' COMMENTS: ENGINEER SITE DRAINAGE TO BE REVIEWED COMMENTS: HEALTHDIST NEW OR ADDITIONAL WASTE WATER • COMMENTS: UTILITIES W/IN PRIORITY SEWER AREA COMMENTS: F;IRE DISTR FIRE FLOW TO BE REVIEWED ' i - PROJECT NUMBER= 95008799 APPLICATION DATE= 10/24/95 PAGE= 02 COMMENTS: • BUILDING PERMIT CONTRACTOR= OWNER • PHONE= NEW= REMODEL= ADDITION= X CHANGE OF USE= DWELL UNITS= OCCUP. LD= BLDG HGT= 15 STORIES= 1 BLDG W X D= X SQ FT= 1312 SPRINKLER= N ~ - REQ PARKING= #HANDICAP= - CRITICAL MAT= N ; ~ . DESCRIPTION GROUP TYPE SQ FT ' VALUATION ~ CHURCH A-2.1 V1HR 1312 70192.00 REMODEL A-2.1 V1HR 81525.00 ~ ITEM DESCRIPTION QUANTITY FEE AMOUNT ; . COMMERCIAL VALUATION Y 821.50 ~ - i - PLAN REVIEW FEE Y 533.98 STATE SURCHARGE . Y 4.50 ENGINEERS REVIEW Y 50.00 COMMERCIAL SURCHARGE Y 271.10 . . ZOCD-CHURCH REVW; 120 Y 215.00 . ZOCD-COMM SQFT-IK-SK; 127 Y 54-.00 PAYMENT SUMMARY *~~**,r****************~*****. PAYMENT DATE RECEIPT# PAYMENT AMOUNT . • 10/24/95 00010325 649.85 , • • 1, . TOTAL DUE= 1300.23 TOTAL PAID= 649.85 - ; , 3 . . I . t PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 1950.08 649.85 1300 23 , . 1950.08 649.85 1300.23 PROCESSED BY: CAROL FRAZIER •4 PRINTED BY: CAROL FRAZIER THANK YOU ! - - . ' , . i , 1 . ~ , • i . , • " . • TAYLOR / GREGORY . ARCHITECTS . - " . October 24, 1995 RE:- NEW LIFE AG ESTIMATE: New Square Footage: 820 S.F. X$55.00: $ 45,100.00 Remodeling for Restrooms; Foyer; Nursery; Old Sanc: $ 55,000.00 ~ Platform Addition: 385 X$65.00: $ 253,025.00 ~ Sanctuary remodel'g. include. carpet, paint, etc. $ 731500.00 New HVAC at exist'g. Sanctuary: $ 25,000.00 New exit from fellowship hall: $ 1,500.00 ~Parking asphalt, drainage, septic, and landscape: $ 50,000.00 Other renovation allowance: $ . 5.000.00 TOTAL: $ 2149125.00 TOTAL CONSTRUCTION COST ESTIMATE: . . 1 21410125.00 * Estimate does not include sound system, new roofing at old sanctuary structure, equipment, furnishings other then pews, cabinet work at nursery areas. 600 Main Street, Suite C, Edmonds, John F. Taylor A.I.A. L. Kent Gregory - WA 98020 (206) 778-1530 (FAX) 774-7803 10-23-1995 03=03PM FROM TO ;095235871 P.01 FAX NlEMO PAGE 1 af 2 DATE: October 23, 1995 TO: 1VFaurice Piersol 523-5871 FAX - FROM- Steve Barrett 458-0362 Re: New Life ,Assembty Chwch Maurice: I'm sending a brief letter with zny conclusions as you Tequested. Let me know ifyouneed anything else. Zf I ieave the office on Tuesday for any reason, I'll leave the original of this rAX with my zeceptionist in case you need it. I hope to have the report finished by Friday monaing--plcase give me a call to let me Imow where I can deliver it. Steve Barrett 10-23-1995 03:03PM FROM TO >095235871 P.02 BA.RItE'FT ASSOCjATES REAL ESTA,TE OCtOUBr 23, 1995 Rn.~L PROPER7Y APARAISALS • REAc Esrnre IxvESrMeNrs • GdNSULTING Mr. Maurice Piersol WEsT 1636 1sT AvErrvE c/o New Life Assembly of God Church ' SFOxp►rtB, WA 99204 East 11515 Bzoadway Ave. 509-458-0362 Spokane, tV'A 99206 Re: Real Property Appraisal of New Life ,Assembty of God Church at Broadway and Bowdisb Dear Mr. Piersol; You have authorized me to prepare a Iimited real property appraisal repart, to be subcnitted on or about October 27, 1995, regarding the New Life Assembly of God Church in Spokanc, WA. Xou requested that I submit an analysis of the real property containing aJimited amount of market data, and Providing a wMarg renort of mv cQnclusions for the property. You further requested that I provide you with an indication of my fmdings and conclusions prior to delivery of the report. 7his letter contains a brief outline of my prelinruna►y conciusions. It should be considered as a pteface to the report to be delivered. Please be aware that tbe conclusions in this letter may be subject to revision if any significant market factors are found iun the interim which would havc an irfluence on the value of the property. Based on the data to be summarized and reported, I have concluded that a xeasonable estimate of the Market Value of the sabject property as of OCtober 14, 1995) is as follows: . Parcel 1 Residence at N. 821 Sates Rd. $ l0p,ppp Pa.rccl2 Residence at N. 8I6 Bowdish Rd. $95,000 PaxceX 3 Residcnce at N. 721 Bowdish xd. S87,500 Cottagc ac N. 721 Bowdish Rd. $15SmQ Total at N. 721 Bowdish Rd. $122,500 P=,4 Cb,acmh $uwil inU_ nd P r inQ jnt -1;12QQRQ Sum af Separate Propcrty Values $707,500 LesS DLCCoIint,~QX, 11 . tce] C 1m Whole Froperty Vaiue $636,750 Rounded to $635,000 This conclusiort can be allocated at $125,000 for iand (total of 4 parcels), and $510,000 fvr the building and syte improvements (total of 4 parcels). This estixnate is based on cash terms for the fee simple title, with a marketing time of 12 to 18 months. A,gain, Xt must be'emphasized that this lettez conta.ins a preliminary estimate of the conclusions which wffl be detailed i,n a report to be submitted on or about Octotcr 271 1995. Whilc rcasonable care and judgrnent have been used in developing this preluninary letter, the conclusions are subject to revision for the final repott. Respectfuily submitted, , Stephen L. Barrett Appraiser State of WA General Certification #BA,XR,ESLSO I KA TOTAL P.02 ACTION: S SCREEN: ANFO USER: CARB , • ASSE55uK'S INFORMATION DATA SCREL_: JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45163.0193 -----------------------------------------------------------~r' s~a.~r~..~ ~z OWNER NEW LIFE ASSEM. OF GOD FIELD BOOK: 00695 OP STREET 011515 E BROADWAY AVE ACO: ADDRESS SPOKANE WA 992'06 ACTV: STAT: A EXMP: EX55 EXMO: SITUS 000721 N BOWDISH RD ADDO: N SASS: Y ADDRESS SPO TAX DISTRICT: TD1400 PROP: 7700 ,LEGAL: OPPORTUNITY N 200FT OF E 210.27FT OF TR 89 • i ~ ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R~ METH4D BOE/SBTA: A . FINAL ASMT: 82,700 33,500 0 47,400 11800 , N $EXEMPTIONS: 11,500 TAXABLE: 71,200 SALE- lo: 9201 1631 DATE: 06 30 92 INST: RC TRAN: R PRICE: 0 SALE- 10 : DATE : INST.: TFtAN : PRICE : ACTION: S SCREEN: ANFO USERID: CARB ASSESSOR'S INFORMATION DATA SCREEN JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45161.0832 . OWNEP. NEW LIFE ASSEMBLY OF GOD FIELD BOOK: 00688 OP STREET • 011515 E BROADWAY - AVE ACO: ADDRESSSPOKANE WA 99206 ACTV: STAZ': A ~ EXMP: EXMO: SITUS 000821 N BATES . RD ADDO: N SASS: Y ADDRESS SPO TAX DISTRICT: TD1400 PROP: 1107 LEGAL: OPP REGO L6 B3 i E I- ;ASMT: TOTAL MKT-LD ' CLS-LD BLDG-1 OTHER O/R METHOD , BOE/SBTA: A FINAL ASMT: 79,500 91300 0 70,200 0 N ; $EXEMPTIONS: 0 ' TAXABLE: 79,500 SALE- 1%: 9301 7840 DATE: 10 29 93 INST: WD TRAN: R PRICE: 90,000 SALE- 1%: DATE: INST: TR.AN: PRICE: ~ACTION: S SCREEN: ANFO USEI.; ; CARB ASS~;-ioJR'S INFORMATION. DATA SCR'~~_: !JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45161.0833 . ,OWNER NEW LIFE ASGD FIELD BOOK: 00688 OP ;STREET 11515 E BROADWAY AVE ACO: IADDRESS SPOKANE WA 99206 ACTV: STAT: A ' EXMP: EX10 EXMO: ,SITUS 011515 E BROADWAY AVE ADDO: N SASS: Y ;ADDRESS SPO TAX DISTRICT: TD1400 PROP*: 7700 - LEGAL: OPP REGO L7-8&9 B3 ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R METHOD BOE/SBTA: A FINAL ASMT: 303,200 31,100 0 272,100 0 N $EXEMPTIONS: 303,200 TAXABLE.: 0 . SALE- lo: 8124 8558 DATE: 08 16 81 INST: TRAN: * PRICE: 142,500 SALE- lo: 7919 8825 DATE: 01 16 79 INST: TRAN: C PRICE: 275,000 ' i . . JACTION: S SCREEN:-ANFO USERID: CARB • ASSESSOR'S INFORMATION DATA SCREEN , , . ~ JURI SDI CTION= 11 YR= 9 6 ROLL= RE PARCEL= 45161.0836 (.,,i-~ =fD&.e !OWNER NEW LIFE ASSM FIELD BOOK: 00688 OP STREET 011515 E BROADWAY - AVE ACO: :ADDRESS SPOKANE WA 99206-4910 ACTV: STAT: A EXMP: EXMO: ;SITUS 000816 N BOWDISH RD ADDO: N SASS: Y ;ADDRESS SPO TAX DISTRICT: TD1400 PROP: 7700 ~ ---------------Y-- LEGAL: OPP REGO L12 B3 ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHE-R O/R METHOD BOE/SBTA: . A FINAL ASMT: 99,500 91300 0 891-400 800 N $EXEMPTIONS: 0 TAXABLE: 99,500 . . . SALE- lo: 8901 4130 DATE: 10 12 89 INST: TRP,N: * PRICE: 55,500 SALE- lo: 8226 1550 DATE: 08 31 82 INST: TRAN: * PRICE: 56,950 t ~ i . ~ . ( . . i • - . . i . . i i : . ; . ACTION: S SCREEN: ANFO USEF CARB ASShSbvR'S INFORNiATION DATA SCRL'_:. JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45161.0853 OWNER NEW LIFE ASSM FIELD BOOK: 00688 OP STREET 011515 E BROADWAY AVE ACO: ADDRESS SPOKANE WA 99206-4910 ACTV: STAT: A EXMP: EX10 EXMO: ~ SITUS 011503 E BROADWAY AVE ADDO: N SASS: Y ADDRESS SPO TAX DISTRICT: TD1400 PROP: 7700 LEGAL: OPP-REGO W88FT OF LOTS 10 & 11 B3 ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R METHOD BOE/SBTA: A FINAL ASMT: 19,800 19,800 0 0 0 N $EXEMPTIONS: 19,800 TAXABLE: 0 ~ , SALE- 1%: 8600 3592 DATE: 04 18 86 INST: TRAN: * PRICE: 26,000 SALE- 1%: DATE: INST: TRAN: PRICE: ACTION: S SCREEN: ANFO USERID: CARB ~ . ASSESSOR'S INFORMATION DATA SCREEN JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45161.0854 OWNER NEW LIFE ASGD FIELD BOOK: 00688 OP STREET 011515 E BROADWAY AVE ACO: AC 66-0748 ADDRESS SPOKANE WA 99206-4910 ACTV: STAT: A i EXMP: EX10 EXMO: !SITUS 000000 E ADDRESS UNKNOWN . ADDO: N SASS: Y jADDRESS SPO TAX DISTRICT: TD1400 PROP: 7700 ELEGAL: OPP-REGO EXC W88FT OF LOTS 10 & 11 B3 ~ , ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R. METHOD BOE/SBTA: A ~ FINAL ASMT: 11,400 11,400 0 0 0 N $EXEMPTIONS: 11,400 TAXABLE: 0 SALE- 1%: 8327 9863 DATE: 10 03 83 INST: TRAN: O PRICE: 5,500 SALE- lo: DATE: INST: TRAN: PRICE: , ~ ~ I i ~ . ~ . s 1' O it C C7 LJ N "I' 'Y rr . . ~ O ICF OF TI IE COUNTY CNCINEER A DIVISIQN Or TI1C I'UDI.IC WORKS I7~I'AR1MEN7 Ronalcl C. [ lorman«i, I'.C., County E?tigfneer Dcntiis M. Scolt, r.C., DIreclor ~ AGRErMENT 1'0 PAY rErS ~ NClNECR'S AGRECMENT NUM13CEt , Tl~is agreernent uetweeii Spoka~tie County anclmlo f ~ e 1n'' e R s c~ knan Ctsoi , liose inlcrest in llie rroject is e „-f . . OWITCI. agcni, ctc. J eiitered into this a y ciay of 6e/w 6e;e , 19 95-. 7'Iiis agreemenl is arrliclble to tlie project !lOWC1 aS: e~v • e sS P•~ f S~.S^ ~~~,~ac•! t,~li v s,vo ft'~ n~ Gc1 5'S.~o ~ Zlint (lie itlclivicltials aticf imartics naincc! Iicrein as hlviiig aii iriterest in tlic above clcscribccl rroperty or rojcct agrce to the followiiig: l. Reimburse Spokane Cotinly t'or rroject rcvicw ancl insliection fces as specifiecl in Cliirter 9.14 of (lie Srokarie County Cocle. Tiie fccs will bc based on actuai saiary costs incurrecl by Spokane County for rroject reviews aricl / or itispcctinns rlus a teri rcrcetit ad»>i»istrative chargc, ancl will lie billccl tiioiitllly as ticcriiccl. Any ftnal billing amouiits, to inclucle any Iale fees or atty o(lter exl)enscs iiictirrecl i» tlie coliection of an overcl«e accotitit itiust be paid rrior to the County's accejilance of (lie rroject for filing. 2. Tlie unclersignecl agrees that lliese fees are clue ancf payabie urori reccip'l o(' (lie billing as slieciriec] above. 3. J1riy invoices not raicl williiit 30 clays of (lie invoice clale will be subjectecl to a late fcc cltarge of l°lo rcr monlli *(12°lo rer year) on tlie uunaicl balance of (lie account and any aeertieci late fee cliarges. In aclclition, if any oulstiriclinb laalanee on tlle account for tliis project is not naicl witltin 30 days of (lie irivoice date, no flirtlter reviews of (lie project cloctiiiiciils will be concfuctecl uritil (lie etitire accourit balance is raicl. Any balance on i1ie account for tliis rroject iiot raicl witliin 65 cfays of tl►e invoice c1,1te may result in legal action or (lie inttatiori of otlier collect-iori rroceelurES, iciclticling rcferral to a col{ec;tion agency. 71ie Sroiisor will he liable for any ancl aII expenses inctirrecl by tlie County fur (lie collcctiott of overclue accotitits. 4. Tfie tliontllly l~illi~ig s{IoIilcl l~e scr~1 to the 7tteriliori o(': • sf'O ~~CF/V '`~9/V'E C ~p N~1MC: ~ c~ t.c.R#.r e `i •eK s v l Qr' QVNTy r? ADDRLSS: 13 oF 4 ~~9 xv4dw c~y gvzz ~ . o, WGq~v p clTY, sTnTE: ~11'4n a L~ ZqN N~NG . ZIP CODE: ~ ci, c~ Pi IoNC 9a (v 036 a A I unclerstancl tliat failurc to p»y thesc fees may result in clclay in conir{eiion or arrroval of the nrojcct or ier rossible sanclions. ❑ If Iliis fcc n6rcciiicnt is u»mplctccl by sonicoiic otlicr tliati Ilic Spoiisor (i.c., (lie rroject owner or a princiral iil the firtii slionsoring tlie project), sticli as llie rngiiieer dcsigiiing tlic projcct, tlicii writtcn nulliorizalioii fmm (lie Spxonsor specificnffy niitlioriziiig Ilie Abeitt lo exccide lltls Fee A,bree»>eiit is atlac:hcc1 to lliis Fee Agreetitent. srcrvaTvRr By: /-iQ u R~fc e.. l~ R,S / (PRIN'I' PiAMT?) ~ TURN YELI.OW C()['Y TU S1YO KANG CUUjfEY LeN(;IjLCI;RS . : • . • . , , . t - ' ' ' a ' . ' ~ ~nior ii~oF iiVAii_ D€PhIffMEN%.. . _r._~~~h -r . . _ . . . . . . . . _ . . . _ ~~€~T~~~i€N~1`_~e..___.---..._. . . . . . . _ . - . _ . . . _ . . . . . . _ . . . . . _ . ~~tid . . . . ~€ont~~€sc~tin~ria~i~ ci ~~ci~~ . . . . . . - , _ _ L€fi~€~~~to~1f_`scA~c~ n~ci~nocl~C.~s~~~~~~t~~Ni~~i r..-- - . . . . . A j5pn6A7Cfj=PERM1.-------------.----- . . . _.__.X....__... ~ i~ ~ ~T. ~ ................~~......~~Y~."".~.. ~ ' ^ti•.4.".~/•~ , ,I,.... . ~v'• ~ ~ .}r 2•, •t'•• - : M • ~t • .~...~~....~.i..:~..~..~..-. ~ :i ,~}~y'(.•.S, •~,j' L•'<~~~....V._ .~.5._.~-._. . . ~ \~O. _ . . ~ ' • eCAL~ _ X x--... noAU HAfuiEs- ~ . . . x . . . . _ Riw . ......1~...~_ ~.1.. . . . . . x~_...._ . P~taon€iUl€iJ~t~YNsLifl€s..- . . . . _ .X. .~C.........._ . sTiown oil_Nlgils . . . . . _ ~ oRAs ~~iiii i_o~ioj......_._._._ ....~~x _ stAMF' . . . . . . X . . _ ~~~/~~o1sulqce c~~scii~iiio1i YnAF~ic `i~tcUl~1~~t~io~J nL/rN . . . . . . . . . . X . . . . C1lWscA~~ PLAN (266 coMrl_ic 1) ~ . . . ~ . X . . _ . . ~ . . . Qjjw-4I1/L1d/hj18-(FG6WS'(l pioCA_rJeWii... . . . . . . . . . . . . x..... _ . . . . _ . ~ . . . . . _ . . . . . _ V60~'consiruc1lon . . X ~ I RA c onA 6 01 . . . . . . . . . . X - - ~ - swAe voiu~i~e ceicuialioiis--~-._..~,.-- _ . . ._~X ~.x ...--.--......__~.I...~.~ BrNale Cross 6ocllnn fire 6eveiopecf conjiHU'- -11------.--.~._ hosl vevelopp-d cohdiiioil_.__-___...._..._ . . _ . ....._.x......--- ~ici i cALUL-ATioNs ~i~~~~~crv~iJ~T~n cJ~tc~t:.~~ri~fi~s. . _ . _ . O ~Er•CALCULA-TIONS . _ _ _ . _ - . . . ~ _ . ~ ftTE~EWi 10H CAUCS.__....._ . . . - . - . la/Moifioo Y€ARsToRM- Y . -i~'s-A 14AFy- s"is . _ . . . . . _ . . . , - --r-T-.-- ; f = . . - . . . _ -.::r.~:... . _ f= ......:-t.f ~~..,ti~ e •~.Yi. ~f•.:.i~. .•Ii•.{ . ~ • ~ •0~~~ • ~~.tii~ ♦~~~.~i. ~ ~ 0 1 ~r~ N - . . . ~ _ . . . . . _ x . . - ~ . ec- I A ~ . . . . _ . . . . X. - - - _ _ croes'so p~ -._o~~o-d. ~~~~o~ . _ _ . . ~~`t.--- bra iti ~t oe e.por . ~ - bro~ e oi~ Pler~g - curvd eid ~'dvemerlt9e.~ctloll _ ~ . ---A . . ~t~r_ _ _ . . ~ ~~here si~ne~u~e...._.... . . . . . . . . _ _ . . . . . . . . . . . ~outtl~~e~aitip . , : ~ ~ ; . ~ ~ . . . , . . ; . . . . . ; ; . . ~ . . ~ . ~ . ~ • ~ ~ . ~ ~ . . . - . . ~ . . . . . ~ ~ ~ ~ . . _ . . . , . . . . . ; . , . . i I , ; , . DRAINAGE REPORT for ; NEW LIFE ASSEMBLY CHIJRCH ~ E.11515 Broadway Ave. ; Spokane, WA October 20, 1995 . _ J~~ a SLL G. Z ~ ~ ~ • ~ OFFICIAL PUBUC DOCUMENT , /pNqL c~ SPOKANE COUNTY ENGINEER'S OFFICE EXPIRE13 ~ /l G ~ OR `i \A_m Z` ~ RROJECT # 9 S 7~ S1JE3MiTTAI j 2 . YcP FETURN TO COUNTY ENGfNEER . PREPARED BY: HfA.HN ENGINEERING, INC. N. 8623 DIVISION ST, SUTTE `B' - SPaK:ANE, WA 99208 _ (509) 467- t sso , HAHN ENGINEERING 5094678189 P.04 . ~ J sTR ucTURAL cALcuLATIoNs -~35 HAHN ENGINEERING 501:b4678189 P.OS • HArrlu FN(,t8j,l=L.B1I1G NEW IL!FEASSCMJR•LY r PAvEMC-Nr )DEs IGrv FOR OArEa_Bor~ D The 5pok0/ye Ceufv~y Soi/ Survey i"c%,c4fes fh4f the -~o I/o wi ni9 Sor 1s are COMMON to 4-1~e nropoS--d Ft«Ud wofh; fj -~he pmj~G+ (t rea. (see ahtach ed so► ! Se~oN) 7"ex4uf lL,J,.A.ecf G,g R, C~Qo-r: sow 9 ravel1 y/oor» SM GIV1 Fo'OM Af'1e Spolcr~~ CDUiy~y /g~tGr'rv~~ ~aVeM~JV7f' Des i g~v t~n•n~,~ , us; tv9 O -,gDO •4 U 7+ 5oi 1 T~~ - - GM Th C ~M soi I %s -fhe nrtos-f - (~`~t~; ~iv~ a~,►QI w;11 be- used -Acr o~~all ~%~val desjgrv. 2 ~ ACP ~q HAHN ENGINEERING 5094678189 P.06 ~ ~ . v / LOCAL ACCESS PAVEMENT STRUCTURES A1/ERAGE DA1LY TRAFF;C SO11. Y`lPE 0- 200 200-600 600 + ~ CW 2101611 21116.1 - 2611609 -GP 211/690 2177 „ 2111711 ~ GM Z"/E., 211/714 2111811 x G~ 201711 21118,s 3111611 _ Sw 211/6,; 261/7" Z7T. ~ SP 211f6., 211f7lt 2,.1811 -S M 241/7 3.,1611 Sc Pavemenrt Design N1L 3„ f6.# _ 3111819 4"J6" . CL Pavement Design OL 4177" 5„177., , - MH Pavement Design pH Pavement Design pT Pavement Design 1} Soil type is classifed 'py the Uniiied Soil CiassificaUon System. 2) Required thicScness is given as inches of asphait concrete pavement over incf1es of crushed surfacang. SPQKANE COUNTY ALTERiVATE PAVEIVtEiVT DESIGN ~ (iNTER1tVi) /A/Ct-F C,4-LGi-/L.4T'/DlIV Far r0:41e* 4-rra~ Aa,-4d'lE5 4he laP-e~ -~lcw ON 41 Cu^x~r,-6w~tj 0 (o D A'o-2~dac. . ~ -TL ~ 5,17 m i ►1 ~ ~io= 3./$ o ~ y vre 17 Ca u+Y ~i u rcJG ) M1eS) 60 n Q~ Q, =(o ~ L~ N~y~ = 0' 'Q 7 JT 6. .2~ S`tT . 0,~, 11 Of~~-' 1 N~~ ha ~tc~~ "~cir ~ES S~~p vyl = Z, 8' J i JJ . u'EpA LDCATION ► /N1.E7 QRA)NS rp NoRrrH EN v o/= TtfE M ipDLt 7-H/!zD o F 208 pojvD A. OFFICIAL PUBtIC DOCUMEM' E SpOKAfUE COUNTY E4~G9NEEA'S OFFIC : RIG'l 0 N A PAOJECT # , ~ SUBt~ITTAL M FMTURjT8 CNTY EiVGlKER . SPOKANE COInvTY INTERIM ROAD & DRAIlVAGE SUBMITTAL CHECKLIST PROJECT #6~3 DgTE: 2-15 - 9 6 PROJECT YAME: New L i f e As s embly Church PROJECT SPONSOR: New Life Assembly Church TEL #(509) 523-5871 PROJECT ENGINEER: Hahn Enqineerinq, Inc. TEL # (509) 467-1550 (Road 3c Dcainage Plans) PROJECT SURVEYOR: N/A TEL # (Ptac) PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOVYING I'TEMS. GEYERAL I'TEiMS ~~0 N/A ~ 1. A si ed "AGREEME~1'T TO PAY FEES" form has been submitted to S okane Coun alon wirh an ~ P ~Y g Y applicable plat fees, prior to any pre-design/presubmittal meeting ves o cl v/A 13 2. I have a copy of, and have reviewed the most recent condidons of approval and any EIS/MDNS requiremencs and conditions of approval have been incorporated in this plan S'ubmittal. PROJECT DESIGN ,r~ ~ cl NO NIn ~ l. I have compleced a minimum of oue pre-design meeting with Spokane Counry Development Engineering Services Engineers where agreement was reached on drainage design approach. ,ra C] ro ON/A lo/ 2. I have included the results of any geocechnical testing that is required by the design approach to verify design parameters. vp 0~~~+'A 13 3. I have includai any required pavement design calculadons on new Public roadways as required by che "SPOBAiNE COUlVTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edidon. ,rn 2w 0 N/A 13 4. The road and drainage plans comply with che"STANDARD ROAD PLAN" requirements for plan, profile, and typical cross secrion elemencs contained in"SPOKANE COIJNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION" latest edition except as allowed through approved design deviadons. va 2~, ON/A 0 S. The drainage report incorporates the minimum requiremencs for a storm drai.nage analysis as noted in che GSyf and other items which are appropriate to demonstrace chat the design meets all requirements of che Spokane County Guideiines for Stormwater ManagemeaE excepc as allowed through approved design deviadons. - ,rn &~'l 0 Y/A Cl 6. A complete drainage basin map with time of concentradon paths shown has been included wich che deca.iled hydrology calculations. Drainage basin map shows topography, proposed drainage features, and conelaces wich hydrology calculations. vh 0No ❑ N/A 2/7. I have coordinaced araffic conuol and signing re4uirements with the SPokane CountY ~ Traffic En ' eer. These requirements are s6own on a separate plan sheet; OR are incorporated into the plans for each road ,ra w E3 N/A 52~ 8. I have included copies of all approved DESIGN DEVIA'I'IONS which are required for this project. ,ra g~, clY,A cl 9. The plans and drainage repon are stamped, signed, and dated, and concains, the applicable certificadon / stacement. Yn 0w Q Y,A 210. I have included an adequate erosion conrrol plan and applicable standard plan notes. Ya 13 N. ~NIA C] 11. I have secured approvals from all applicabte outside agencies such as fire districts where applicable and have included proof of their approvals.. v« ~~~A 52/12. I have provided an acceptable means for perpetual ma.i.ntenance of sueet and drainage facilities chat is ~ accepcable to Spokane County and have secured and included copies of any required easements. ,rn 0.q/A 0 13. I have reviewed the plans, calculations aad other submitYal data for completeness, accuracy and consistency and have submitted cwo copies of plans and (1) bound drainage reporc. Uckplatv t .0/Oct95 1. J y 1 underscand that the requirements noted above are the mini.mum requirements necessary to perform a cursory review of the project plans, and that additional information should be included with this submittal as necessary. 1 understand that this submittal will be checked for completeness prior to review, and that it will be rehuned for further information if it is found to be incomplete. I understand that this submittal will not be accepted for reoiew (and placed on the review list) until all required information has been submitted. Form completed by the responsible Engineer: Company: Hahn Engineering, Inc. Address: 8623 "B" Division Street, Spokane, WA 99208 February 15, 1996 Zip code Date: SUBMITTAL: ~ Accepted for review. . Recuraed for submittal of the following: GENERAL ITEM # : PROJECT DESIGN # : RESUBMITTAL ITEM Form retutned to: Company: , Address: Date: By: , Spokane County Public Works Development Services Uckplatv l .0/May95 2 Spokane County Enginee!s Project: NEW Urf ASSEM~IY N.8t1 Jeffsrson 456-3500 Job No.; ~5H311-4 Spakane, WA 99201 DtSaNo.: NEW JFE CNURCH Fiie Name: L1z3BTS TYYPICAI. SECTION pATA 07-Feb-96 Roadway half widtn E(~tTEA - - > 20 , 02.37 PM Road Name EPlTTER--> BATES AOAD Lett or RigM EMER--> RIGHT Curb 7ype TYPE B COUNN Station lnterval EM'ER--> 25 MiM1lIMUM M(AXIMUM I Curb EL Curb EL, Edge Pave, i CE117EFR 96 SLOPE EDGE DIST, 96 StOPE EDGE OIST FROM {-4596 {-296 b Gutter Z UNE CEN1ER- PAVEMENT CJL TO C/'L TO PAYEMEK7EDGE PVMT,from E1P + FROM EJP + SE4ECT- Design Top Curb m S7ATION ELEVAnOH UNE ELEVATiON FER , EDCE PAVE 96 SLOPE 'fn CURB CURB NGT} CURB HGt} ED EIEV 9b GRADE 96 Gmde z 0.00 2012. 68 - ERR - 20.00 - 0.45 0,02 - 2 08 - ci 31,10 201260 -0,26 ERR 0,00 20.00 -0.45 0.02 --208 - 3 ~ 45.00 2012 B4 0.29 201237 20.00 -1, 35 14471.46 0.00 201282 201279 201274 1.00 14480.14 A m 75.00 2012.98 1.13 2012,84 9.50 -1.47 4585,06 1Q54 201282 2013.44 2413.44 -2.05 1,00 7 A 100.00 2013.30 1.28 201286 9.50 -4.63 0.08 1050 201264 2013.06 2012.91 -3.68 -0,50 10 ~ 125.00 2713.41 0,44 2013,04 9,50 -3.89 0.72 10.54 2013.02 2413.25 2013,04 -4,28 0,50 12 ~ 150,00 2~01346 0.20 2013.16 9.50 -3,16 0.48 10.so 2o1a1a 2013,37 2013.17 -4.22 0.S4 1S 175.00 2413.54 0.16 2013.13 9.50 -3,89 -0,12 10.54 2013.11 2013.34 2013.29 -2.54 0.50 il 200,00 2013,45 -0.20 2013.25 9.50 -2.11 0.48 10,50 2013.23 2013,46 2013.42 -244 0 .54 24 225,00 2013.40 --0.20 2013.23 9.50 -1.79 -0.08 10,50 2013.21 2013.44 2013.29 -3,51 -4.50 22 254,00 2053.29 -0.48 2013.12 9,50 -1,66 -0.44 10.54 2013.10 2013.32 2013.17 --3.78 -0.50 25 275.00 2013.14 -0.56 2012.95 9.50 --2.00 -0.68 10,50 2012.93 2013.16 2013.09 -3.28 -0.50 27 3W.00 2053.00 -0.56 2012.72 9,50 -2.95 -0.92 10,50 2052.70 2012,93 201291 -2,12 -0.50 30 325,00 201284 --0.54 2012,66 9.50 --1.89 -0.24 10,50 2012.64 2012,87 20127'g -2.83 -050 32 m . w A W ~ t OD a ~ m w SOILS ~ , INTRODUCTION The New Life Assembly of God Church is located at E. 11515 Broadway, which is in the Northeast 1/4 of Section 16, Township 25 North, Range 44 East W.M. The project is to consist of the rehabilitation of the existing church. A new asphalt parking lot _ is to be constructed to serve the remodeled church. The overall area of the site is approximately 2.2 Acres. The remodeled church will cover an area of approximately 8,600 ft2. Three other existing buildings are on site, the pastor's residence, an office, and a garage. These three buildings cover a total area of approximately 3,500 ft2. The asphalt parking area will cover aproximately 0.81 Acres. The remaining area on the site will be for swale area, landscape area, or undisturbed existing lawn areas. The on-site stormwater runoff from the asphalt parking lot will be pre-treated by grassed infiltration ponds ('208' Swales) -t.. : and then discharged into drywells. The project is in an area of Garrison gravelly loam, as noted by the Soil Conservation Service's survey of Spokane County. This will enable the discharge rates from a Type "A" drywell and Type "B" drywell will be 0.3 cfs and 1.0 cfs respectively. The run-off from the roof will be pre- treated by the 1208' ponds as well. There will be no off-site runoff that will affect the property. To the west and south, the property is bordered by Bowdish and Broadway respectively. Both streets have an existing curb and walk systern. The properry is bordered by Bates Road to the east. The runoff from Bates Road will be collected via the newly proposed concrete curbs and catch basins and will continue to discharge through existing drywells along the east side of the project. The property to the north slopes away from our project. , ~ . ~ ~ ~ „~r •r , r ■ ~'''``}r"Y' ~y,. z ~ ~ ~ i~,~ f~', ~t.~ . ~T,I~.:,. . .rit ~t,. 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Y \ 'M~1A~~ 1 ;e ~ ~ r ~ ~ :~d~4 ,n•;~~~ j 1t ~1~ r~~ D ~'~h~~1 9~/~~'12,~Y'` ~ ^ . i' ' .:+a%'1-,;•••' - ~ ~ j►' ~~~pi1~,~ yy ' n' I i~ y l~,R ~ /t a, ' ,,.~.,;j~i~~,. ~11;.,:...,:: • t tm~^~~1~'" ~ ; ~ ,t ~aa i tl" uACQl~,Q }'K ~,~,N `~iCr.. ~ i. r~,. " ~+•r ~r~ ~ :f.t°,:~5~:~....,.,..~ ~9 t . . , ~'t ~ ~ ~r . ''k ti. .;';~'~r : y1~` 3~~ n M,... _ ry , ~ i A; :....N. I !~'5~.~.~ ~+~r,' C ~i. .tlD`~.. ~ J -f4~.4 ~ t'~Il'~~~ n~ : T.25 ,V ~ i_6 s :~I' i~¢j~`t` - ,..a b t ° ~ ' ~ ~~+?tn;:r:: v. • ~a! 9+x+' n ~ R'~ ~ ~ _"Yt,~ ~ ~ pi. ~ ~ .~/,~~~,1~ E.14~ + a ~ ~ ~:~a ~w'~ b, ~ , ~ ~ ~ r~ "''i : _ ' -~i~- 'f jains sheet ~ {'~,ty~" ~L~:~~- - ~ ' i, ~r+ ~ . _ , • ~ µ , ls sou StiRVEY Dccupy rolling to hilly uplancls. They formed 'ui layered they are escellent places for hunting mib atory «aterfo«-1. loess under coniferous forest. The,-tnnu~Ll precipit.,.t-t,ion is ( Capability unit VIIIw-1; not vi a n=oodlancl group or about 23 inches, and the frost-free season is about 125 dnys. range site) Freeman soils are used for arain, peas, clover, alfalfa, and grass, and as woodl~.nd. Garfield Sei'ieS Freeman silt loam, 5 to 20 percent slopes (Fa6).-'This is the clominant soil on tlie silty upland north and east of Tlie Garfielcl series eonsists of well-drainecl, severely Roekford. llost slopes are between Sancl 15 pereent; a eiroded soils that formed in loess uncler grtiss ancl small few small areas hnre -zlopes of more than 30 percent, and shrubs. Tliese soils occupy riclgetops, knobs, and the uP- some of less than 3 percent. Slopes of more than 20 per- per slopes on rollincr to hilly uplancls. They have a, surface cent are short and are alona, the eclbes of the drainageways. lay er of silty clay To~lm and ~ti subsoil of silt~r cl~.y that is Represent~,ti~~e profile : very hard, sticl;~, and plastic. The a,nnual precipitation o to 7 inches, vers ctarb gruyish-bro~vn, friable silt loam ; is 1S to 22~ inclies, and the frost-free se~.son is ~tibout 140 da s. aranular itructure ; neutr.Zl. y r to 17 inches, Urown, friAble silt ioam, grapish brown at a These soils are usecl maiilly for grain, alrnlfa, and arass. depth oP L inches ; neutrai. Garfield silty clay loam, 0 to 30 percent slopes, severe- 17 to 22 inches, srasish-brown, firm silt loam that breaks into jy eroded (GaC3).-This soil occupies tllenarmow ridgetops 1- to --inch prism•s ; neutral. 22 to 72 inches, darli-brown, firm silty c1Ay toam, almost silt and upper slopes on loessal uplands in the southenstern loam; ureaks into pri5ms 1 to 2 inclies wiae, and then into part of the count~~. llost slopes are betn~een 3 and 20 per- anbular bloclis ~ inch to 1 inch ~vide ; neutral. Cellt; fe~v smtillareas llave slopes of more than 30 percent, The surface soil, when moist, ranges from very dark and some narrow ridgetops have slopes of less than 5 per- 7ra.vish brown to dark brown in color. The texttue ofi tlze cent. Representative profile: sub~oil ran~es from ~ie~.vv silt loam to silty cl~,v loam. o to S inclies, a;~~•v-brown, firm silty clay loam; granullr StruC- .As much as r percent of some areas consists of Larkin, rure ; neatral. Deitryton, or seti erely erocled Freeman soils. s to 48 inches, darli-brown, firm silty clay, vellomish-brown This is ti moderatel3 J«-e11 drained soil tliat ha.s a ve silty ciay loam belorv a depth oe 23 inches; breavs into . prisms 1 inch to 2 inches wide and then into angular blocl:s sloxvly permeable subioil and is saturtited for shart periods Y4 to 1 inch thick; clay films coat the prisms and angular in sprin~. It holcls ~.bout 5 to 7 inches of ~v~,ter thtit pl~,nts t~iocks ; neutrul. 2an use. It is easy to worl: escept when saturatecl. Roots 48 to 60 inches yellowish-brown, firm heary silt lottm ; nreaks enetr~,te the lower 1~,~~ ei~s mainly 11onb ped faces. The into n~isms 1 to 2 inches wicle and then in-to angular blocl~s tertility is medium. Surftice runoff is medium, and the ~ to inch thick; neutral. h~.zard of e.rosion is mocler~,te. The testure of the upper subsoil is silty cla~v or clti~-. ~.s ~llore than 95 percent of the ~.creabe is cultiva,ted; the much as 10 percent of some areas consists of ~.then~,, ~i ~,ff, ~,louse soils. rest is farm woodlots. ~'heat is the chief cash crop. It Nez Perce, or . P is a-rown in ratation with pe,%s and ti breen-manure erop This soil rs -ell drained and slowly permeable. It holcls ~rnawheat-fallowrota.tion. Other ci•ops b otivn a,re peas 9 or 10 inches of water that plants can utie. It is sticky 2ncl barley; clover or ~,lf~,lfa for h~.y or green manure; and and plastic when wet; consequentl~, it ca.n be culti~~ated grass for seed, htiy, or Rsture. A11 ;rain ~.nd grass crops VOIO y n- itlun rather n~.rro~v rtinge of moisture content. ~ enetrataon is ve dee The fertilit is mediu~n. re.~pond to nitrozen. e,;umes respoi~cl to sulfur. (C~.pa- P ~ bility unit III03; woodland group 5; not in a range site) Surface runoff is rapid, and the hazard of fiirther ero:i on Freeman silt Ioam, 5 to 20 percent slopes, severely is severe. eroded (FaB31.-INIore than 50 gv ercent of the surface layer 11ore than 95 percent of the acreage is culticatecl; the of this soil lzas been removed rest is seecled to alfalfti or grass. tiVhetit is the chief crop erasion. Fertility is me- pther cro s arown ~,re birle and d field etis. A11 iiun1 to low. Surface runo$' is r~,picl, and the haz~rcl of p~ y ~ p :rosion is severe. As much as 10 Percent of some ar(Zas crops respond to nitrogen, sulfur, and phosphorus. (Ca- pability unit IVe-3 ; not in a woodland (rroup or ranV e site) eonsists of Luneroded Freeman so.ils. The same ci•ops are grown as on Freeman silt loam, 5 to ?0 percent slopes, but yielcls are lower. (Capability tuut Gax rison Series (Ve-3 ;woocll.-Lnd o-roup a; nat in a ran~e site) The Garrison series is made up of somemhat escessively Freeman silt loam, 20 to 30 percent slopes, severely clrained, gracelly or stony soils that formed under grass eroded (FaC3).-vlore than 50 percent of the surface layer in bl~.cia,l outw~.sh miseci in the upper p~,rt with volc~,nic )f this soil h~,s been removed by erosion. Surf~.ce runoff ~,sh. Tliese soils are on ne~,rl y level to mo c lerti tely s Eeep .s r~,pid, and tlle erosion ha.z~.rd is severe. Included ln terr~,ces. The annual precipita.tion is 18 to 22 inches, ~,nd .~napping rvere few ~.reas of Deaiyton soils. the frost-free se~.son is about 170 days. The same crops ~.re gro~vn as on Freeman silt lo~tim, 5 Soils of the Garrison Ceries are used for a varietv of ;0 20 pereent slopes, but yielcls ~,re lower. (Capability farmsteacls and suburb~,n lots. ~ ~nit IV~3; woodland group 5; not in range sit,e) 7aai"rriso.n. gravelly loam, 0 to 5 nercent siones ( A'.- is t~eC ominant so~in the Spoka,ne Valley east of Fl•esh Water Marsh the city of Spokane. Ll~lost slopes are between 2 and 5' percent. Representativa profile : Fresh water marsh (Fm) consists of sha,llow, swampy - ponds and of fringes around lakes that have a fluctuatin o to 15 inches, btack, very friabte graveuy loam ; granular water level. The vegetation consists of tules, reeds, an structure; slightly acid. 15 to 44 inches, dark-brown, friable very gravelly loam ; neu-traL 'ushes. `Z`hese areas are of little value for gI'azing, but 44 to 60 inches multicolored sand, gravel, and cobblestones. -3- SPOItr1iNE COUNTY, WaSHIi17GT0_NT 19 The surface color; when moist, ranges from very d~tirl; the county. -Most slopes are between 6and 15 percent ~ brown to black. Tlie tetture of the surfa,ce layer is cyrav- Representative profile : . ~ elly or very bravelly loam or silt loam. The subsoil ranges o to 13 inclies, blact., very Priable silt loam; granutar structure; in color from clarli brown to yellowish brorvn. Clay and neutral. liine have accumulated on tlie bottom of the pebbles in the 13 to 62 inches, da.rk-brocvn, flrm loAm that brealis into prisms lower subsoil. The depth to the ~ravel substr~.tum ranges ~1 to ~inches wide ; Siigbtiy acid. from 30 to 55 iilches. _Ls much :~s 10 percent of some ~,i eas b~ to 7_,, dark-UroR-n, fri:tble loam ; slightly acid. consists of Bona, or Phoebe soils or of other Garrison soils. In plcLces tlie surface laver is very dark brown. It is 10 This soil is somewllzit escessively drained tincl haS 1110C1- t0 IG II1CIles t111Ck. Tlie testure of the subsoil rallO'ej firom erately rapicl permeability. It holds about 5 inches of silt loam to light silty clay loam. From 5 to 25 percent of water that plants can use. It is easy to worl:. Roots the loccer subsoil is composed of b a,vel ailcl stones. As T enetrate to the layer af sand, gravel, and cobblestones. much as 5 percent of some areas consists of Bernhill, lle fertility is mediwn. Surface runoff is slow, and the Dearyton, or Larkin soils. liazard of erosion is slialit. filiis soil is well clrained and moclerately permeaUle. It About 50 percent of the acrea' (ye is cultivated; the rest is llolds 9 to 11 inches of wa'ter that plants ca,n use. Ic is uaecl for c-rr tizinb, and as farmsteads or suburban lots. ensy to worli. Root penetration is vexy deep . The fer- lrost of the acreage is irri~~,ted. Irrigtited ~,reas are used tilitv is hiah. Surface runoff is medium, a,nd tlie hazard for orchard fruits and berries; cabbage, corn, cantaloup, of erosion is moderate. cucumbers, celery; and squash; wheat, oats, and barlev; ~.[ore than JO perceilt of tlie acreage is cultivated; the alfalfa for hav; and o-ra~ss for seed and ptisture. Dryl~,nd lest is gr~.zed. 11Theat is the chief crop. It is ;rown in ~,reas are tlsecl for «~ieaE, barley, and native bunchgrass. rota,tion witli barlev, oats, peas, lentils, alfalfa,, or grass. There is no dif~'iculty in the use of machinerp, but the ~-1l grass ~,nd gr~,in crops respond to nitrogen; le~tmes gr~.vel is l~ard on tillage implements. ~111 crops escept reaponcl to sulfur. (Capability unit IIIe-Loamy r=ge leo-umes responcl to nitrogen. Some crops respond to site; not in awaodland 0roup) sLilfilr, boron, and phosphorus. (Capability Luut IIIs-2; Glenrose silt loam, b to 5 percent slopes (GpA).-This Loamv range site; not in a woodland grouP) soil has a surface layer 2 to 4 inches thicker than that of Garrison gravelly loam, 5 to 20 percent slopes (Gg8).- Glenrose silt loam, 5 to 20 Percent slopes. Surface runoff This soil has a surface layer 3 to 5 inches thinner than that is slow, ancl the erosion hazard is slizht. Included in map- of Gtirrison gravellv loam; 0 to 5 percent slopes. Runoff piii; were sm~,ll areas of Ulilig ~,nd Dearyton soils. is medium,lnd the erosion hazard is moderate. The same crops are grown as on Glenrose silt loam, 5 Tlli; soil is used in much the same way 1s Garrison to 20 percent slopes; in addition, vegeta,bles are grotivn. aravelly loam, 0 to 3 percent slopes. (CtiPability unit (Capability unit IIe-1; Loamy range site; not in a, woocl- IVe-5; Loamy range site; not in a R-oodland sroup) land aroup) ~ Garrison verp gravelly loam, 0 to 8 percent slopes Glenrose silt loam, 20 to 30 percent slopes (GpC).-This (Gm6).-This soil lzas a thulner, more gnacelly surface laver soil has a surface layer 3 to 5 inches thinner than that of than Garrison bavelly loam, 0 to 5 percent slopes, ~nd Glenrose silt loam, 5 to 20 percent slopes. Surface runoff holcls lesa than 5 inches of water thtit pllnts can use. The is ra.picl, and the erosion haaard is severe. About 5 percent ~r~.vel causes esfreme w-ear on tillage machinery. As of some areas consists of Bernhill and Dearyton soils. much Rs T Percent of some areas consists of ather Garrison The slme crops are groNvn a.s on Glenrose silt loain, 5 to soils. ( Cn pability Linit IVe-5; Shallow range site; not `~0 percent slopes, but more of the acrea,ge is in grass and iila moocllandgrouP) legumes. (Ctipability unit IIIe-`~; Loamy r~,nge site; Garrison very stony loam, 0 to 20 percent slopes llo't in a wooclland group) (Gna1--This soil holds less than 5 inches of water tha.t Glenrose silt loam, 30 to 55 percent slopes (GpD). This p1; can use, and it is too stony to be culticatecl. As soil lias a surface layer 3 to 5 inches thinner than that of -~A ~ ~'ch as 15 percent of some a.reaa-EOnsists of other Garrison Glenrose silt loam, 5 to 20 percent slopels. Surface run- soils, and as IT111CI1 as 2 percent is made up of granite off is rapid, and the erosion haza.rd is severe. About 3 ~ outcrops. percent of some areas consists of Bernhill or Dearyton Tll i ssoi 1 is used f or grazing. ( C~tpability unit VIs-2 ; soils. This soil is used only for grazinb. ( Cap~.bility ,Sh~,llo~v r~n~e site; not in ti woocllancl ~roup) unit ~%Te-1; Noi~th Esposura r~,nbe site; not in a wood- la.nd group) Glenrose Series Glenrose gravelly silt loam, 5 to 20 percent slupes (Gr6).-This soil liolds from 7 to J inches of water that The Glenrose series consists of well-clrained, mostly plants can use. Small areas of Bernhill and Dearyton . medium-textured soils. These soils farmecl under grass soils were included in map ina, and sc:~ttered pine trees in glacial till mised in the upper This soil is used in muc~i tie slme wa,y as Glenrose silt part with loess and volcanic ash. llany area,s are gracelly loam, 5 to 20 percent slopes, but yields are less. (Capa- - or stony. Tliese soils are nearly le~~el to veiy steep. The bility unit IVe-4; Loamy ranbe site; not in a, woocll~,nd -tnnual precipitation is abou't 21 inches, and the frost-free broup) season is about 135 da,ys. - Glenrose gravelly silt loam, 20 to 55 percent slopes Glenrose soils are used for grain, peas, lentils, vegetables, (GrD).-This soil holcls 7 to 9 inches of water thlt pla,nts ~,lfalf~,, and yr~,ss, and for gr~,zing. can use. Surface runoff is ra,pid, and the erosion hazard Glenrose silt loam, 5 to 20 percent slopes (Gp6).-Tliis is severe. Included in mappinb were areas of Bernhill soil occurs on `laciated uplancls in the east-central part of silt loam, 30 to 55 percent slopes. . ' 74 SOIL SIIRVEY TABLE 6.-Brief clescriptions of soils and their Classification Depth Mup Soil name Description of soil and site from symbol . surface USDA testure In. DsC Dragoon stony silt loam, 0 to 30 perceiit Simila,r to Dragoon silt loaccn, 0 to 30 percent slopes. slopes, escept that the surface la,yer is stony. DsD Dra,goon stony silt loam, 30 to 35 per- cent slopes. Dv D Dragoon very rocky comples, 20 to 55 Dragoon part similf►r to Dragoon silt loam, 0 to percent slopes. 30 percent slopes, etcept that depth to bed- rock ranges from 10 to 20 inches. Rock out- crop included in this complex. EkB Eloika silt loam, 0 to 20 percent slopes. Medium-teYtured, well-drained soil formed from 0 to 24 Silt loam_ glacia,l till containing a large a,mount of vol- ' canic ash in the surfa,ce lnyer; underlain by 24 to 44 Gravelly loam_______ gravel a.t depth of 30 to 50 inches; occupies 44 to 53 Very gravelly sandy ttndula,ting, morainelike topography. loam. 53 to 60 Gravel_____________ E1C Eloika very stony silt loam, 0 to 30 per- Similar to EloikASiltloam, 0 to 20 percentslopes, cent slopes. escept that they are very stony throughout. EI D Eloika very stony silt loam, 30 to 55 • percent slopes. Em Emdent silt loam. Medium-textured, somewhat poorly dra,ined, 0 to 26 Silt loam_ alkaline soil formed in alluvium from calcar- eous silt, volcanic ash, and diatonite; depth 26 to 41 Very fine sandy to water iable fluctuates from near the surface loaro. to about 6 feet. 41 to 60 Sandy clay loam_ Fa B Freeman silt loam, 5 to 20 percent Very deep, moderately well drained upland soils 0 to 22 Silt loam_ slopes. • with medium-testured surface layer and mecli- Fa 63 Freeman silt loam, 5 to 20 percent um or moderately fine textured subsoil; formed 22 to 72 Silty clay loam__ slopes, severely eroded. frorn silt on rolliug to hilly uplands. FaC3 Freeman silt loam, 20 to 30 -percent slopes, severely eroded. Fm Fregh wa,ter marsh. Shallow, swumpy, intermittent ponds and fringes around lakes that have a fluctuating water table. Engineering data is not given, as land type is too variable. GaC3 Garfield silty clay loam, 0 to 30 percent Very deep, well-drained soil developed in loess 0 to S Silty clay loam______ slopes, severely eroded. on ridgetops and knobs on the rolling to hilly S to 23 Silty clay____ uplancls in the Palouse soil area. 23 to 60 Silty clay loam______ GgA Garrison gravelly loam, 0'to 5 percent Gravelly, meclium-textured, somewhat esces- 0 to 15- GraveUy loam______ slones sivelv drained soils formed in er4vellv 2lacial ] 5 to 44 Verv eravellv loam_ _ ~ . t~gu l.xarrison gravelly loam, 5 to LU percent outwash material trom a vanetp ot a,cid, 44 to fiU 6and, gravel, and slopes. igneous paren t roc k; on near ly leve l to mo d- c o b b l e s t o u e s. erately sloping terraces; depth to miQture of sand, gravel, and cobblestones ranges from • 2% to 5 feet. Gm8 Garrison veiy gravelly loam, 0 to 8 Similar to Garrison gravelly loam, eecept that 0 to 15 Very gravelly loam_ _ percent slopes. the surface layer is very gravelly. 15 to 44 Very gravelly loam_ _ 44 to 60 Sand, gravel, and cobblestones. Gn6 Garrison very stony loam, 0 to 20 Similar to Garrison gravelly loam, except that percent slopes. the surface layer is very stonp. G p A Glenrose silt loam, 0 to 5 percent slopes. Very deep, medium-testured, well-drained soils 0 to 72 Silt loam GpB Glenrose silt loam, 5 to 20 percentslopes. formed from acid igneous glACia1 till; surface GpC Glenrose silt loam, 20 to 30 percent layer influenced by loess And volcanic ash; on slopes. gently rolling to steep uplands. GpD Glenrose silt loam, 30 to 55 percent ' slopes. • . r i ~ ` - SP0K1NE COIINTY, WASHINGTON 75 estimdted Ph,ysictzl and chemical properties-Continued . ~ Cla.ssification-Continued Percentage passing sieve- . t1vailable ' Permeability water Reaction Dispersion Shrink-swell ro. 4 No. 10 No. 200 capacity (1:5 dilution) potential Un.ified AASHO (4.7 mm.) (2.0 mm.) (0.074 mm.) _ In. per Ar. In. per in. oj soii pFI ML-CL---- A-4------ 85 to 95 80 to 95 60 to 70 0. 8 to 2. 3 0. li to 0. 20 6. 1 to 6. 5 High_______ Lowto mod- . era.te. ' $M A-4------ 75 to 85 40 to 80 35 to 50 0. 8 to 2. 5 0. 12 to 0. 14 6. 1 to 6. 6 High_______ Low. GvI________ A-2______ 30 to 60 20 to 50 5 to 15 5. 0 to' 10. 0 0. OG to 0. 09 6. 1 to 7. 3 High_______ Low. GP________ A-1------ 25 to 35 10 to 20 0 to 5 >10 0. 04 to 0. 06 6. 6 io 7. 3 High_______ Low. ' I 1IL-CL---- A-4------ 95 to 100 90 to 100 90 to 95 0. 8 to 2. 5 0. 17 to 0. 20 7.8 to 9. 0 High_______ Locv to mod- ~ erate. vIL________ ~-4______ 95 to 100 '30 io 100 60 to i0 0. S to 2. 5 0. 17 to 0. 20 . 7. 4 to 8. 4 TVIoclera.te___ Low. I CT.r-------- A-6------ 95 to 100 90 to 95 85 to 90 0. 2 to 0. 8 0. 17 to 0. 20 6. 6 to 7. 3 Locv------- Moderate. ( ML-CL A-4------ 95 to 100 90 to 100 80 to 90 0. 2 to 0. 8 0. 17 to 0. 20 6. 6 to 7. 3 yloderate_ Low to mod - erate. CL________ A-6------ 95 to 100 90 to 100 80 to 90 C0. 05 0. 17 to 0. 20 6. 6 to 7. 3 Low_______ Morierate. 1 - I CL-------- A-6------ 95 to 100 90 to 100 90 to 95 0.2 to 0.8 0. lr to 0. 16 6. 6to 7. 3 Low Moderate.. CH________ A-7------ 95 to 100 90 to 100 90 to 9.5 0. 05 to 0.2 '0. 14 to 0. 17 6. 6 to 7. 3 Low I3igh. I CL r).-6------ 95 to 100 90 to 100 90 to 95 0. 2 to 2. 5 0. 17 to 0.20 6. 6 to 7. 3 Low_ NIoderate_ S ti[ A-4------ ~ 65 to 85 40 to SO ~ 35 to 50 0. 8 to 2.5 0. 12 to 0.14 6.6 to 7. 3 Moderate Low. C i__ A-3------ 45 to 65 30 to 60 5 to 13 2. 5 to 5. 0 0: OS to 0: 10 6. 6 to 3~I oderate_ Low. I > ~-1______'T~~ to 35 lU to '~U U to 5 > fb ' o -6 to 7. 3~ .Lo~v. 06 . 'a . , GNI________ A-2------ 30 to 60 20 to 50 5 to 15 2. 5 to 5. 0 0. 08 t0 0. 10 6. 1 to 6. 6 Moderate___ Low. GM A-2------ 45 to 65 30 to 60 5 to 13 2. 5 to S. 0 4. 03 to 0. 10 6. Ei to 7. 3 Vloderate___ Low. GP________ A-1------ 25 to 35 10 to 20 0 to 5 >10 0. 04 to 0. 06 6. 6 to 7. 3 High_______ Low. • . MI.-CL____ A-4 80 to 95 75 to 95 60 to 85 0. 8 to 2. 5 0. 17 to 0.20 6. 1 to 7.3 Moderate__ Low to moderate_ I . . 92 ' :tsoTT, SUftVEY , . . ~ • TABLE 7.-Interpretation of enyineering Suitahility a.s source of- Soil features affecting- Soil series or type, Farm ponds and map symbols Topsoil Sand ' Gravel 1 Road fill Highway location Dikes or levees Resen-oir area Dragoon (DrC, Good to Not suit- Not suit- Fa,ir to -Moderate to very high Lom stability; iVlocierate to DsC, DsD, • poor. able. able. good. susceptibility to semipervious to modera.tely DvD). . frost action; mod- impervious rapid perme- . era,te to moderately when com- ability. ra,pid permeability; pacied; low to law to moderate moderate shrink-swell shrink-sn-e11 potential. potential. Eloika, (EkB, EIC, Fair______ \Tot suit- Suitable at Good_____ Vioderate to lugh sus- Low stnbility; Modera,tetovery EI D). able. depth ceptibility to frost semigervious to rlpid perme- greater . action; moderate to impervious ability. . than 60 verv rapid perme- when compact- inches. ability; low to mod- ed; low to mod- . erate shrink-swell erate slirink- • potential. swcll potential. Emdent silt loam Fair___ Not suita,- Not suita- Poor_ Very hign susceptibil- Low stabilitp; im- Moderate to (Em). ble. ble. ity to frost ~,ction; pervious ~vhen modera,teiy moderate to mod- compncted; lon- slow perme- erately slow perLne- to moderate ability. ability; low to mod- shrinn-swell erate stuink-sn-ell potential. potential; satur:ated iii winter and spring. Freeman (Fa6, Fair to Not siuta- Not suita- Poor_____ Modernte to very high Moderate stabil- Moderately slow Fa63, FaC3). poor. ble. ble. susceptibility to ity; impervious to very slocv frost action; moder- when compact- permeabilitp. ately slow to very ed; low to mod- sloNti• permeability; erate shrink- low to moderate swell potential; shrink-swell poten- soils crack when , tial; :aturated in dry. sprin3- Garfield:(GaC3)___ Fa.ir to Not suita- Not suita- Poor_____ Moderate to very high Moderate stabil- Moderate to •5 good. .ble. ble. susceptibility to frast ity; impervious slow perme- , action; moderate to when compact- abilitv. • _ - , ~ . slow permea.bilitv; ed; moderate to . moderate to high high shrink- , ~ shrink-swell poten- swell potentiu,l. ' tial. , .ti: . i Garrison (GgA, Fair_ Not suit- Good below Egcellent_ Slight to no suscepti- Moderate stabil- Nlodeiate to Gg6, G m 6, able. surface bility to frost action; itv; pervious very rapid G n B). layer. moderate to very when com- permeability• rapid permeabilitp; pacted; low low shrink-swell shrink-swell 'potential. potentittl. ~ i • ' ' - See Lootnote at end of table. ' i • I o • • ^ 1 ~ SPOIu11VE COUNTY, tiVASHNGTON 93 _ properties of soils-Continued Soil features affecting-Continued Farm ponds- • Continued Aaricultural Terraces snd Sewage dispostxl drainage Irri;ation diversions tiVa,terways fields Trafficability Embnnkment Verv low shea.r Moderate to _Nfoderate in- I1oR resistance Low resistance to Moderate to Ver}J low shear strength; semi- moderatelp ttYke rnte; to erosion; erosion; mod- moderately strenLrtli; low pervious to im- ra,pid perme- moderate nloclerate to era,te water- ra.pid perme- loacl-c.trrying pervious when abilitv. wnter-liolding moderatelv liolcling capac- ability; mocl- capacity; comp,acted; me- capacity. rapid perme- ity; vegeta,tion erate to n.ocl- moderate to diiim compress- abilitv. diffici►lt to ertitely rapid moderately ibilit,y; lo%v estah.lish eQCept aater-holding rapid perme- stability. on Dra,goon capACity. ability. silt loam. Lorv shear stren;th; Moderate to Moderate to Moderate resist- lloderate resist- Moderate to Low shear semipervious to verp rapid moderatelv ance to ero- ance to erosion; very ra,pid strength; mod- impervious when permea.bilitv. rapid incake sion; mocler- moderate water- permeability; erate to high compacted; slight rate; moder- ate to very holding ca- mocierate loact-carrying compressibility ; ate wa,Ger- rapid perme- pacity; vegeta- water-holding capacity; mod- low stability. holdin; ca- abilitv, tion clifficult to cnpacity, erate to very pacity. esta.blish escept rapid perme- on Eloikn silt a,bilitv. loam. ~ Very low shear Moderate to Moderate to Moderate resist- Moderate resist- Moderate to Verp low shear strength; imper- moderately moderaGely ance to ero- ance to erosion; modera,tely strength; mod- 6ous when com- slow perme- slow intake sion; moder- very high R-zter- slow perme- era.te to low pacted; moderate abilitp; satu- rate; very ate to moder- holclina capac- ability; very load-carr3Ting to high compress- rated in win- high wster- ately sloiv ity; etcept for high water-hold- capa.cit4 ; mod- ibility; moclerate ter and hulding ca- permeabilicy. salt-tolErant ing ca,pacity; erate to mod- sGabilitv; cra,cks spring. pa.citp. t-zpecies, vegeta- saturated in erately slow when dry. tion difficult to winter and, permeability. establish. spring. Very low shear Modera,tely Moderately Moderate resist- Moderate resist- Moderately Very lojv shear strength; iniper- slow to very slow to slow ance to ero- ance to erosion; slow to very strength; mod- vious when com- slow perme- intake rate; sion; moder- very highwater- slow perme- erate load- pacted; medium ability; sutu- very high ately slow to holding ca,pac- ability; verp carrring ca,- compressibility; rated in water-holding very slow per- itp; vegeta,tion high ~vater- pacit} ; mod- moder~.te stabil- spring. capacitv. meabilitv. fairly ea,sy to holding ca- erately slow to itv; soils crack esta,blish. pacity ; SAttt - very slow when dry, rated in permea,bility. spring. Very lotv shear Moderate to Slow intake Moderate resist- Moderate resist- Moderate to Very low shear strength; imper- slow perme- ra,te; very ance to ero- a~nce to erosion; slo~v perme- strength; mod- vious nhen com• ability, High water- sion; mocier- very hioh ability; very erate load- pacted; medium to holdino ca- ate to slow water-holding high wu,ter- carrying ca- high compressibil- pacity. permeability. capacity; holding ca- pacity ; mod- ity; modera.te vegetation pacity. erace to slow stability; soil fairly easy to permeability. cracks when drv. establish. Highshearstrength; Moderate to I Ra,pid intake "Moderate resist- Moderate resist- Moderate to High shear pervious when very ra,pid rate; moder- ance to ero- ance to erosion; very rapid strength; high compacted; slight permea,bility. ate to loNv sion; moder- moderate to low permeabilitp; load-carrying - compressibility; water-holding ate to very water-holding mocierate to capacity; moderate sta- capacity. rapid perme- capacity; vege- low water- moclerate to bility. ability. tation difficult holding ca- very rapid to establish on pacity. permeab:lity. very stony loam, fairly easy on . other soils. I . , 8- . ~ HYDROLOGY ~ r ~ ~ 1 1 ~ n ~ / . 1 ' , I~ / ~ 1ti ~ 1 J . . f r . ~c~' ~ . ' ~ ' ~ ~ / ~ J _ J / r ~ i f' - j ( • . , f i ~ ~ i r ~ • ~ If' f~ 1 ~ ° 1 ~Q~ ~ 4Q' a' ~ ! ' ~ h " ~ J ~ V ' .Yf ' ~ t ~ ! ~ ~4~ ~ 1 p ~ • ~ ~ p ' ~ ~ / 1 ` 1 ~ y f ~ i ! ~'YD02.S / ' ~ N ~,r./ j c • ~ N ~ ~ 1 1 , ~ ~ ~ / SO - ~ ~ ~ ~ ~ ~ ~ ' %p UG.; ~ ~ ' 1 1 ~ ~ 1 ~ ~ ~ ~ ~ ~ ~ 1 ,f / ~ i ~ . . ~ - i~~ c~ 1 / ~ ~ ~ ' ;~/iI/,/ ~ ~ % / p , ~ f ~ ' G r ~ ~ ~ . ~ ` • , ' r ' 1 _ 1 ~ `1. ~ 1 ~ _ J ~ t ~ / } ~ i ~ _ i , , , ~ , . ~ 1 l~ ! ry ~ , ~l N , ~ / 1 I . r , ~ f ~ / . ~ ~ ~ , ,1 ~ , ► ~ i/ J , . ~ ` , r 1 . . { , ~ / 11 ~ R ~ ~ ~ ~ ~ s > / ~ ~ ,,e . , , . ~ J , c~ , , ~ ~ ~ I i _ ~ ~ 1 ~ 1 , i ~ ~ ~ ~ ; r 1 ~ ~ - - ~ ! y r ~1 ~ ~ ~ ~ ~ i ~ ~ ~ . / I , ~ 5 ~ ~ / ~O' ` ' . f 1,,, _ _2oae \ ~ y , l 1 ~ , f ~ ~ ~ O , ~ ~ % ~ i ~ i r 4 , ~ r ~ ~ ~ ; , , S C7 ` ' ' ` r ' ~ ~ ~ , ~ ~ ~ , ~ . + r f~ . / i~~ ` ` ~ . ~ f~j ~ • ~ ~ , , . _ ~ ~ i t, i f~ / / ~ ` '4 { ~ ~N i/~ j~ ~ , ' , 1 ~ - /i / ` ti ~ ~ i i , ,d , ~ 2 i , ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ 1 ~ ,.~i t ~ ~ r ~ • 1 ~i ~ % ' ;aa ~ ~ ' ,y~ {~~~l~E ~ , r IY 1 ~ ~ ^r ' ' l~ ~ ~ ' ~ ~ 1 f ~ ~//f'/: . ~ 1 ' , o.~'I/~~l ,n. ~ , ~ ~ ~iI . ~ , ,f f ~ ~ ~ , . f 1 1 ~/~~~I 2'J42~ 1 +~'i il~' ~ . : ~l~"%'. 0 ~ ( ~ ( ~ r!Y/~j/r , ~ y: f• ; ~ ' • '.y / ~ ` / ir,~; > ~ ~ ~ v/',' . 'i'+"'i'~ ~/'i ~ ' : + / ~ r `~/i~~' ~ ~ . q , ~ ~ . il,/. ! R ~ r,~~~/.~,~ t , ' . 1 ~ { , r, y i . , ~ ~ ~7 . ~ , ! ~ /f t `~t~ i ~ `rf.''/;', ~ 1 ~ ~ r . ~ ~ !.%/~/~1 J ~ , ~ r~-.~ ~ ? ~ ~ ~ ` 0 ~ ~./f' / , 0 / • / / ~r, ~ / , 1 . , 1,90~~~ ' I'~i • -2:v".~--. ~ ~ / / - / \ t / , ,i' ~ / r I~. 0 . _ _ ~ ~ ~ ~ ~ ~ , ~ _ ~ i BASIN `A' ~ .s-~ ~r 4 ./7 ~ i ,1 .s `d - ' ` ~ • ' /.~l/~ f~~/~ ✓ /J / ~ 'rj ,V !'f 'i1 ! ~~_i~_. ~a ri~y1' • • jp~ ; ~ / - ~ ~ , ~ ~ { t • : j ~ f' :...r ✓ ~~C~~ Q .nc^r~~ L, /!/IC/ ~G / r c~..~i CY i-~ <'7 t ..~TT^. . 1 , ~ .vO=~~'.~'j~ C ~s Z 117 = z3, yod ~ Z,z~ ~z,~ 3 yoo Z ' ~117 ~ Z00001" ~rrcl _/?f>l,,5 6- 12, Y . . . ~ : Sjr - ~'~d~yl - v~~~ - t~~:~ ~ ~ • ~l. OZO. ` - ~ ~I ~ c~' "G -F.~~ = D, ~a ✓ ~ r G .S,~,f~ ; _T = .~~0000' G ~v J;6 w = 6 ~~,4 ~ BOWSTR I iWG ME TH00 (TEN YEAR STaR tut DES IGN) PROJE CT: NEUV IJFE DETENT! ON BASI N C+ES IGN BASI N: A REVIEWER : WR L h1UMB ER OF aR'~`WE LLS P ROPOSE D DATE : 20- Oct- 95 1 Si ncJIQ (type h) 0 DQUhie (type 8) Total Area (caic.) (see H l) 0.76 Ti me af CanG. (calc.) (see H 1) 5.00 Caniposite "C" (caic.) (see H 1) 0.68 Ti me of C-onc. (nii n) 5. 00 Area (A,c res) 0.76 G' Facba r 0.68 Im pen,'IOLlS A(2R (SC,. ft.) 23400 ✓ Vvlu nie P rnvicbcl 1 C6 25, O utflow (cfs) a. 3 A rea * C' Factor 0.52 #1 #2 #3 #4 #5 #6 #7 Ti nie Ti nie I nbe nsit/ 0 clev. V in V o ut bt oracj e I nc. I nc. (m in.) (sec. ) (i n.jh r. ) (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) (A *C *#3) (Outf. *#2) (#5-#6) 5.00 3CO. GD 3.18 1.64 680 90.00 570 5 300 3.18 1.64 660 90 570 10 6CO 2.24 1.16 190 631 15 900 1.77 0. 91. 915 270 645 ' 20 1200 1.45 0. 75, 974 360 614 25 1 500 1.21 0.62 1 000 454 5 50 30 1900 1.04 0.54 1021 540 481 35 2100 0.91 0.47 1034 630 404 44 2440 0.82 0.42 1069 7,20 339 45 2.700 0.74 0.33 1070 814 280 50 3Cioo_ 0. 68 0. 35 7C.68 aco 188 55 3300 0.64 0.33 1123 990 1 33 60 3600 0.61 0.31 1165 1CX30 3~ 65 3900 0.60 0.31 1239 1170 69 74 4200 0. 9S 0.30 7 288 1260 28 75 4500 0.56 0.29 1330 1354 -20 84 4300 0.53 0.27 1341 1440 - 99 as 5100 0.52 0.27 1,396 1 530 - 5400 0.50 0.26 1420 1620 - 20a 95 5740 0.49 0.25 1467 1710 - 243 : 100 6000 0.48 0.25 1 511 1900 - 239 ' aRAiNAGE POhJD CALCU IATIOhJS Reclu iret) 9 rassy swale pon cl storage -,-o) u nie ~ . = I mpenfious Amn x.5 i n.1 12 i n A. _ 975 cu. ft. ~ . G rassy stmie Iionci trolu nie iarovitletl = 1082.5 cu. ft. ~ ~3 . , aRYVuE LL R EQUI RE MENT S-10 YEAR DES IGN STOR M hh)am u nistorRge reci ui reci Ioy Bawstrin g= 645 cu. ft. , h1u mber a ncl fiype of a npArel Is Reclu ir-ecl = 1 Si ngip 0 aouble _~y_ BASIN `B' ~ , _ . ,L . ~>~~U /r/~ / ~~~ri'.:~ ~ c.'~i / ~ ~i ~ ~/~~r ~i / . ! ~ ~ ~ i ~ ' , 112~ z ~ Lt . ~ ....a~~~y «aQa~ Z~ ~V) (n t") uiui~s ~ ~ ~~s~~ < ~GG/tz°GC ~~r•G~ AYel, - /,2D/'o /rC /lZ »<ava ~ ~ ~ §7 ~ j~ ~ r.~i✓'c~- . : D~ O!SGJ iv ~ - .~n--~~~lYic'~c s = ~3~ ~t z = O• 30 ~ ~ ~G ~~UZ = D. ~ -17 T Jrm~n '°~'~o =.~/d ••'~r '~,o = O. a~ . : D.~ -/6 - BMSTR 1NG ME THOL (TEN YEAR STOR M DES IGN) PRaJE CT: NEW LIFE aETENTl ON BASf N DES IGN BASI N: B REVIEllt/ER : WR L NUMB ER OF DRWE LLS P ROPOSE D DATE : 20- Oct- 95 1 Si ngle (t'lpe A) 0 Double (typQ B) Total Ar-ea (caic.) (see H1) 0.37 Ti me orf Canc. (cRic.) (see H1) a. 4D Gompasite 'C" (caic.) (sQe H 1) 0. 75 Ti me Qf Gonc. (mi n) 5.00 A rea (Ac res) 0.37 C' Facba r 0.75 Im pervious AreR (scl. ft.) 12010 Volu nie P ruviclecl 500.4 a utflow (cfs) 0.3 Area * C' Fa,ctor 0. 28 #1 #2 #13 #4 5 #6 #7 Ti nie Ti nie I rrtie nsity a cletir. V in V o ut Stor~,c~Q I nc. { nc. . (ni in.) (sec. ) (i njh r. ) (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) (#i Iea) (autf. *#t) (#5 -#6) 5.00 300.00 3.18 0.88 354 90.00 264 !5 300 3.18 0.88 354 aQ 264 10 bCn. 2.24 0". 62 436 190 2 % 15 940 1.77 0.49 491 270 221 . 20 12+00 1.45 0.40 523 360 163 9~ 1500 1.21 0.34 537 450 87 J til 1900 1.04 0.29 548 540 O 35 2100 0.91 0.25 55CJ 630 - ~ 40 2400 0.82 0.23 5U17 720 - 15C 45 2700 0.74 0.20 574 810 - 27~ ~ ~COO~. ::0.63 0.19 ~ qcio - 316 55 3300 0_ 64 0.18 603 996 - 3'c37 60 3wo 0. ~1 0.17 626 1 t'60 - 454 65 3 C% G 0.60 0. 1? 665 1170 - 505 ~ ~ 4200 0.58 0.16 691 1264 - 569 75 4500 0.66 0.16 714 1.1354 - 636 80 4800 0. 5.3 0.15 -flm 1 440 - 720 as S 100 0. _;2 0.14 7~ 1534 - ro 1 90 5400 0.50 0.14 762 1620 - 85$ 95 5704 0.49 0.14 788 1710 - 922 ' 100 6004 0.48 0.13 o71 1900 - 089 aRAlhlACE PONa CALrU LAT10hlS Reclu ireci 9 cassy sm{e pan ci staracp voi u mQ = i mpenri9us Arva x.5 i n.i 12 i n 1`ft. _ 500 cu. ft. G rFtssy swRie poncl volu me laronriclec! _ 500.4 cu. ft. ~ / i DRYAlE LL R EQUf RE MENT S -10 YEAR aES IGN STOR M NhAniu m starr-Lge reclui reti Iy Qomtrin g = 264 cu. ft. Nu mber a ncl type 9f D npArei (s Rer_lu irncl = 1 Si ngle ~ 0 Douhle , ~~S ~ BASIN `C' _~q~ ~ 45 % y• ~ • ~/~J - ~ . 4 i R ~ R ~ C~ ' 141J A --I , : n - ~ Az - 3y5- yle- Z , 112gll ~l~P'MS 44G-- ' 15~~lz` ~~•^~i.~~ = y~~~D ~ ~ ~ ~oo~' /72~ h'- ~ ~ ~ ~ ~ ~ ~ : ,r'',~ . I I - , ~ , , ~ 1z~,5 r,~, 2 3 14 QCICCCC JfV:~7NV7~i =;?y~~= ;i ~°l'1 ~~=,~`~~J%3d•~%Jfl.~ - Z7~D z' - D• OG ~G @ C f=~~Eo7 = D io _trWL~':~ JU2 v-j,.n.: ~wwU /G G ~.,,L-~✓ - Vi `-{/D 0.~~ Crs °v'jSi•P. ~1f`1CihNh l/ / ~ /J/~~„/ ~ ~j ✓ ~ v O ~ e~ - /Sz ~ ~L• ~ ~r1 ~J 5/~ ~ z _ BOWSTR 1 iv* ME TH00 ( TEtd YEAR STOR M DES IGtJ) PROJE CT: NEW LJFE aETENTI aN BASI N aES IGN BAS! N: C REVIEWER : WR L NUMB ER OF DRWE t1S P ROPOSE D DATE : 24- Oct- 96 1 Si ngle (type A) Q aouble (typQ 8) Total Area (calc.) (see H 1) 0.29 Ti me af Canc. (cRlc.) (see H1) 5.00 Gomposite '1C" (aalc.) (see H 1) 0. 73 Ti nie of Conc. ( mi n) 5• 00 A rea (Ac res) 0.29 C' FRCtio r 0.73 Im pervious Area (scl. ft.) 10106 V4l1! [lle P roh/ICed 465 0 Litf lOrl11r (G'f S ) 0.3 Atea * C' FELctar 0.21 #1 #2 #3 #4 #5 #6 #7 Ti me Ti me I rrbe nsiiy Gy clev. V in V o ut Stomcje I nc. I nc. (m in.) (sec. ) (i n.lh r. ) (c#s) (cu. ft. ) (cu. ft. ) (cu. ft. ) ~Alr *#3a (Outf. *#2) (#5 -#6) 5.00 300.00 3.18 0.68 272 90.00 182 5 300 3.1$ 0.68 182 14 600 2.24 0.48 335 190 155 15 900 1.77 0.38 378 270 108 20 1200 1. 45 0.31 402 360 42 25 1 500 1.21 0.26 413 454 - :37 30 1800 1.04 0.22 421 540 - 11 9 35 2100 0.91 0.19 427 630 - 2+D3 40 2440 0.82 0.17 437 720 - 293 45 2700 o. ?4 0.16 442 810 -.368 50 3cri 0 0. 6$ 0.14 449 aGa - 451 65 330TI. 0.64 0.14 464 990 - 626 60 3600 0.61 0.13 481 1080 - 599 65 -S C-10 4 0.60 0.13 571 1170 - 6159 74 4200 0.58 0.12 5 31 1 260 - 729 75 4500 0.56 0.12 549 1350 - 301 80 4900 0.53 0.11 553 1 440 - 887 85 5100 0.52 0,11 c;:~6 1 530 - -~4 CIL~ 5400 C+. 5-0 0.11 586 1620 - 1034 95 5700 0.49 0.10 606 1710 - 11 04 ~ 100 6000 0.48 0.14 624 1300 -1 176 , aRAINAGE POND CALCU LATIahJS Reclu irecl g rassy swale pan cI staracle r,nl u me = i mpervious Area x.5 i 0 12 i n}ft. _ 421 cu. ft. C rRSSy swale poncl volu me proviclecl = 465 cu. ft. _2z - aRW+lE LL R EQUI RE MEhJT S-~0 YEAR DES IGN STOR M fvkAm u m staracle reci ui reci 13y Bortostrin 9 _ 182 cu. ft. • _ h1u nilaer R ncl t~/pe of a npor-i Is Reclu irecl = 1 Si ngle a D4uhle i -~3 - HYDRAULICS . _ 2q - i ~ ~ / • „ _ Jro 1 ~ ~ ~e 5~t ~ ~ a ~c~ 17 =z~<~~ ~ ~,•~f : _ • % ~ *000, z..~.u y x_ o Q y~h4~NC1 ~ 'tN p A 7 K ~ V ~ 9NNhN'V ~ ~`:f•t^? i .214 ~ m ~y'~~~ : IA ~ - ~ - 2 3~ G~~ ~ Q~ - Q, 3 G~ l~,~G ~ C~/'.~1G✓G/~ D~c, , , 12 ,S= / ~ ~ , ~ = 5D ~F J ~ = D. o/o ► 00000 - L, V4000, ~ . ~ . . , . ; , - ~~C fj~ ~ ~/I'I ~n/1_~~lif : ~i~ ' , f - ( . ~ ~ , i ! , -25~ : Ofi-IRM- 2/15i88 US*Department of Agriculture Soil Conservation Service DESIGN 6dORKSHEET for Circular Section prepared for MIE:W L= FE AS ~EM~ I..Y in I SPOKANE COUNTY, WASHINGTON Designer : WRL Checker Date : 10/20/95 Date 1011 PVC OVERFLOW P I PE Slope = 0.0150 ft/ft Hydr Radius = 0.10 .'n' value = 0.010 Area = 0.08 sq.ft. Capacity = 0.31 cfs Velocity = 3.9 fps Diameter = 10 in. Depth of f low = 2.0 in.~ - p A~' - ~ R'aAD B ~ N,EW LtFE 4SSEMRLY ORAINAGE RE~°ORT IiANN ENG. 2.-~3'96 pai _ ~ T , ,y~~~ce ~ O,OIo zo F = 0.06~ ~ o BATES P0A D ~ ~ o NOTC : ALL Te -.s ARE J-E-SS rHhN S MiN. ~LRE~~~ ~ MAX I„ = 3.18 IN./j'1l' FO/Z THt 16 yr. L4&-Nr Q=ClA G=0.9 I,o= 3.18 w/hr sECnoN E q~ (p9~(3.1$~(6•ob9~ = 0. ?0 c4s S~CTIDN ~ 4=Co.~OX3•1a~~o.~~) - = o. 17 c-~s GRATE INTAkE `SECT~t,W ~ l;~,e5 .~or 5+or~Mwafer N1ar~a9eMem+~ ~ = 3 0 µ~Z (S~okoHe ~ou~~y Gu~de P Av4;/Q6le H - 0•4 ft P= z.~} (Ty' 2 r-afe AgQ;~vs+ Gurb) 3/ 2 c, f Q M~ = 2•A C3.0)(0.4 r~ = 0- 3Js a.1c. 4~~t P;,o iJvq -Fr.oM Cq~CA 1-w5j/1/ IN 5 t°CJ`lUN a~ 10 "PVC pip, nt9 S= S.D % L= 25 LF -n = 0. 0) See pi 31 -fo r pr`or-AoLtf' = 0•3 ~ Max ou4low -fo~^ 7^vr- AAnjw~ll) . Q r~ > 0 CJ_ /,z ►r,, wifk;►4 PIX• D. k, 0.z t D„ 1'yC P%P'Nq -~r-oM Ca4t,'1 bas~N ;Al, SeC--f-;QN F to ex1 sfiNc, QryW(rLL - ~ . 5= 0,5-~la L=155 LF n=4.o l . t .I7 ,n,. w'~'1„N -~e (~'r~ t~~s i ~ • P,t~h~-~~'.~` . ATE I NTA K~ . - y s1o~ Z/ rn 51oPe ~ t o.a9S = ~,~(a ~ j_ p.D 9 5 ,,~J = a, 0w , -Pt , ~Q.J4~ 1 ~9 - - ss jo ` d . A97 w9 ~ ~ 1 5.5 e p ra~ _ a. r3 r . ~ ~ 4 7 ~ ; I ~ ~fs ' pp~5 O. sF d.q Arcru- _ 10-11 Sr ~ i ' ' ~ ~ 1 ~ , . 3('~ r ~ ~ OH-IRM- 2/15/88 US Department of Agriculture Soil Conservation Service , DESIGN WORKSHEET for Circular Section prepared f or NEW LIFE ASSEMBLY in SPOKANE COUNTY, WASHINGTON Designer : EDS Checker . Date : 02/13/96 Date Slope = 0.0500 ft/ft Hydr Radius = 0.06 `n' value = 0.010 ~ Area = 0.04 sq.ft. Capacity = 0.20 cfs Velocity = 5~ fps Diameter = 10 in. Depth of f low = 1.2 in :OO., ~3~ h- OH-IRM- 2/15/88 US Department of Agriculture Soil Conservation Service DESIGN WORKSHEET for Circular Section prepared f or NEW LIFE ASSEMBLY in SPOKANE COUNTY, WASHINGTON Designer : EDS Checker Date : 02/13/96 Date ****************************************~***********~r*~r*************** ~ Slope = 0.0050 ft/ft Hydr Radius = 0.10 - `n' value = 0.010 Area = 0.07 sq.ft. Capacity = 0.17 cfs ' Velocity = 2.2 fps v-" Diameter = 10 in. Depth of f low = 2.0 in _ 77 ~ s PERMIT DOCUMENT TRANSMITTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: k~, U515 Project Q5 c_q 6usiness Name: - ~ OZ~ ~ Al!::A d~ ~ ~r f- k, CONTACT: OCu , rt'r G ~A;er5-,o1 Phone: q G 3- 52-1 43 Mailing Address: F-,,~~ ~ c~ri p COORDINATOR: 0,0tro~ rrrl,;~~er Phone: ~ 12.9 D4CUMENTS CIRCULATED Fire Description 8uitdinq Zonlnq Enqlneerc Hoatih Ols-IYl,al Utllitlet SCAPCq J~).eal~~5 t~ Q lo n 'c ~ x X / Received By . _ c Date of Transmittal: 11 ~ 2..qc) Circulated by: 11- 2 1995 ~ ~ SPQF{~°,' ~R F .re~ C(~~►~!~fE~1GREER ' , . i ' DRAINAGE REPORT for ~ NEW LIFE ASSEMBLY CHURCH E.11515 Braadway Ave. Spokane, WA October 201,199s _ 0►~FICOAL PUBL(C DOCUNlENT' 8t;0KAidE COUNTY EPlGfNEER'S OffCE ~ a.. F cY a G. Z~-:u.~ITTAL cav ~ Z ' Y1r~6iTURN TO COUNTY ENGNM ~ sA~ 9c~ ~ONAL~ ~i EXPIRE3 p 16 ~ G ,0G~, ~ ~ ~ 7`~~~ ~o ' A Y PREPARED BY: HfAHN ENG G, INC. N. N 8623 DIVISION ST, StJTTE `B' SFOX:ANE, WA 99208 (509) 467-1550 i I INTRODUCTION The New Life Assembly of God Church is located at E. 11515 Broadway, which is in the Northeast 1/4 of Section 16, Township 25 North, Range 44 East W.M. The project is to consist of the rehabilitation of the existing church. A new asphalt parking lot is to be constructed to serve the remodeled church. The overall area of the site is approximately 2.2 Acres. The remodeled church will cover an area of approximately 8,600 ft2. Three other existing buildings are on site, the pastor's residence, an office, and a garage. These three buildings cover a total area of approximately 3,500 ft2. The asphalt parking area will cover aproximately 0.81 Acres. The remaining area on the site will be for swale area, landscape area, or undisturbed existing lawn areas. The on-site stormwater runoff from the asphalt parking lot will be pre-treated by grassed infiltration ponds (1208' Swales) and then discharged into drywells. The project is in an area of Garrison gravelly loam, as noted by the Soil Conservation Service's survey of Spokane County. This will enable the discharge rates from a Type "A" drywell and Type "B" drywell will be 0.3 cfs and 1.0 cfs respectively. The xun-off from the roof will be pre- . treated by the 1208' ponds as well. There will be no off-site runoff that will affect the property. To the west and south, the property is bordered by Bowdish and Broadway respectively. Both streets have an existing curb and walk system. The property is bordered by Bates Road to the east. The runoff from Bates Road will continue to discharge through existing drywells along the east side of the project. The property to the north slopes away from our project. , ~ LS S , z- ~r M■r r ~ ~ rr r ~ ~r r ~r ~r r~ ~ r ~ ~w ~ ~ . . .~.c "y,~~ .oy, . . ~ i ' . ~fi ~ . 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They formed in layered they are escellent places for hunting migratory waterfowl. loess under coniferous forest. The a.nnual precipita-tion is (Capability unit VIIIw-1; not in a woodland group or a,bout 23 inches, and the frost-free season is about 125 days. range site) Freeman soils a,re used for grain, peas, clover, alfalfa, - and gra,ss, and as woodland. Garfield Series Freeman silt loam, 5 to 20 percent slopes (FaB).-This is the domintint soil an the silty uplancl north and e~w~-t of The Garfield series consists of well-dr~,ined, severely Rockford. iMost slopes are between 8and 16 percent; a erocleci soils that formed in laess under grass and small few sma.ll areas have slopes of more than 30 percent, and shrubs. These soils occupy ridcgretops, knobs, and the up- some of less tha,n 5 percent. Slopes of more than 20 per- per slopes on rollin(y to hilly uplands. They have a surface icent are short and are a,lonb the edges of -the drainagewa.ys. layer of silty clay Toam a,ncl a subsoil of silty clay tliat is Representative profile : very hard, sticl-y, and pla.stic. The a,n.nual precipitation 0 to 7 inches, very dark grayish-brown, friuble silt loam ; is 18 to 22 inches, and the frost-free season is about 140 granular structure ; neutral. Clay S. 7 to 17 inches, brown, friable -silt loam, grapish brown at a These soils are uCecl mainly for grain, alfalfa, and grass. depth oE L inches ; neutrai. Garfield silty clay loam, 0 to 30 percent slopes, severe- 17 to 22 inches, grayish-brown, Srm silt loam that breaks into 1 eroded (GaC3).-This soil occu ies the narro~v rid eto s - 1- to 2-inch prism~s ; neutral. Y P g p 22 to 72 inches, dark-brown, $rm silty clay loam, almost silt and upper slopes on loessal upl~tinds in the southensfern loam ; breabs into prisms 1 to 2 inches wide, and then into part of the county. llost slopes are between 8 and 20 per- Angular blocks 1/~ inch to 1 inch wide ; neutral. cent; a few small areas ha,ve slopes of more than 30 percent, The surfa,ce soil, when moist, ranges from very dlrk and some narrom ridgetaps have slopes of less than 5 Per- bra.yish •brown to dark brown in color. The testtu-e of the cent. Representative profile : ,ubsoil ranges from hea.vy silt loam to silty clay loam. o to s inches, dark-brown, tirm silty clay loam ; granular struc- tls much as 7 percent of some urgas consists of Larkin, ture ; neu•tral. Dearyton, or severely eroded Freeman soils. S to 43 inches, dark-brown, firm silty clay, yellowish-brown This is a moderatel well dr~.ined soil that has a ve silty clay loam below a depth of ~ inches ; breaks into ;lowl ermeable subsoil and is satur~,ted for short erioCLS Prisms 1 inch to 2 inches ~vide and then into angular blocks y P p 1/4 to ~ inCh thiCk ; C1Ay Slms Cofit the prisms and angular in spring. It holds about 5 to 7 inches of wtiter that lants ulocks ; neutrt.il. ;an use. It is easy t.o work escept when saturated. ootS 48 to 60 inches yellowish-brown, Srm heavy silt loam ; breaks penetrate the lower la.yers mainly along ped faces. The into p~risms 1 to 2 inches wide and then in-to angular utocbs fertility is medium. 'Surfa,ce runoff is medium, and the to inch thick; neutral. hazard of erosion is moclerate. The tegture of the upper subsoil is siltv clay or clay. As -ilZore than 95 percent of the a.creage is cultivated; the much as 10 percent of some areas consists of Athena, Na,ff, rest is farm woadlots. tiVheat is the chief cash csop. It Nez Perce, or Palouse soils. ~s grown in ratation with peas and a green-manure crop This soil is well dra,ined and slowly permetible. It holds )r in a. wheat-fallow ratation. Other crops grown are peas 9 or 10 inches of water that pla.nts can use. It is sticky ind barley; clover or alfalfa for hay or b een manure; a.nd and plastic when wet; consequently, it can be cultivateci grass for seed, hay, or eegrumes €~,sture. A11 grain and grass crops only within a rather narrow range of moisture content. Root enetr~tion is ve deeThe fertilit is medium. Tespond to nitrogen. respond to sulfur. (Capa- p ~ rY Y )ility unit IIIe-3; woocllandYO roup 5; not in range site) Surface runoff is rapid, and the hazard of further erosion Freeman silt loam, 5 to percent slopes, severeIy is severe. eroded (Fa63).-More fi,han 50 percent of the surfa.ce layer ~'lore tllan 95 percent of the acreage is cultivatecl; the ~f this sail has been removed by rest is seeded to tilftilfti or drass. Wheat is the chief cro erosion. Fertility is me- pther cro s~rown are b~rle ~,nd field eas. ~lI iium to low. Surface runoff is rapid, ~,nd the hazard of p~ Y ~'Y P ;rosion is severe. As much as 10 percent of some ar~~s crops respond to nitrogen, sulfiir, and phosphorus. (Ca- consists of uneroded Freeman soils. p~.bility unit Ne-3; not in a wooclland b oup or ran~e site) The same crops a,re grown as on Freema,n silt loam, 5 to , .0 percent slopes, but yields ~,re lower. ( Ca.pability uuit Garrison SCr18S [Ve-3 ; woodland group 5; not in a r~.nbe site) The Garrison series is made up of somewhat escessicely Freeman silt loam, 20 to 30 percent slopes, severely drained avellor ston soils that formed under arass 4roded (FaC3).-~Iore than ~0 percent of the surface la,yer ~ glacitil outw sh misecl~n the upper part with volca.nic ►f this soil has been removed by erosion. Surface runoff ash. These soils are on nearly Ievel to moder~,tel steep s ra,pid, and the erosion hazard is severe. Included in y mapping were a few areas of Dearyton soils. terraces. The annual precipitation is 18 to 22 inches, and The same crops are grown as on 'Freeman silt loam, 5 the frost-free season is about 170 days. Soils of the Garrison series are used for a variety of 0 20 percent slopes, but yields a.re lower. (Capa-bility steads and suburban lots. init IVe,-3; woodland group 5; not in range sit,e) 7arrison ~rave loam, 0 to 5 percent slones IGw- s the dOmuiant soifin the Spoka,ne Valley east of T+'resh Water Marsh the city of Spokane. Most slopes are between 2 and 5 Fresh water marsh (Fm) consists of shallow, swampy percent. Representative profile: ponds and of fringes around lakes that have a $uctuat2ng. 0 to 15 inches, black, very friable graveuy loam ; granuIar wa~ter level. The ve tation consists of tules reeds ~~cture ; s~igbtly acid. ~ > > 15 to 44 inches, dark-brown, friable very gravelly loam ; neu-traL ushes. These areas are of little value for grazing, but 44 to 60 inches mul•ticolored sand, gravei, and cobblestones. ' 3 sPOgAvE covvTY, wasHIiNcTOV lg Tlie surface color, when moist, ranges from very d~,rk the county. l~Iost slopes are between 6 and 15 percent. ~ bro~cn to black. The testure of the surface layer is brav- Representative profile : . ~ elly or very gravelly loam or silt loam. The subsoil ranges o to 13 inches, blacv, very friable silt loam ; granulur structure ; in color from dark brown to yellowisli brown. Clay a.nd neutraL lime have accumulated on the bottom of the pebbles in the 13 to 62 inches, darli-brown, flrm loam that breaks into prisms _ lower subsoil. The depth to the gravel substra,tum ranges 1 to 2 inebes wide ; slightly acid. from 30 to 35 inches. As much zs 10 percent of some a,rea.s 62 to 72 dark-brown, Eriuble loam ; slightly acid. consists of Bonb or Phoebe soils or of other Garrison soils. In places the surface layer is very dark broivn. It is 10 This soil is somewhat excessively drained and has mod- to 16 inches thicli. The testure of the su'bsoil rtinges from erately rapid permeability. It holds about 5 inches of silt loam to light silty clay loam. From 5 to 25 percent of water that plants can use. It is easy to work. Root,s the lower subsoil is composed of gravel and stones. As penetri,te to the lay er of sand, gra,vel, and cobblestones. much as 5 percent of some areas consists of Bernlull, The fertility is medium. Surface runoff is slow, ancl the Dearyton, or La,rkin soils. hazard of erosion is slight. This soil is «ell drained and moclerately permeable. It About 80 percent of the acreage is cultivated; the rest is liolcls 9 to 11 inches of water that plants can use. It is usecl for grazing, tind as farmsteads or suburban lots. ensy to worli. Root penetration is very deep . The fer- ltost of the acreage is irrigated. Irrigated ~,reas are used tility is high. Surface runoff is medilun, and the ha,zard for orchard fri.iits and berries; cabbage, corn, ca,nta,loup, of erosion is moderate. cuctunbers, celery, and squa,sh; wheat, oats, and barley; More thtin 90 percent of the acreage is culticated; the alfalfa for hay; and g-rass for seed and pasture. Drylancl rest is grazed. tiVhea,t is the chief crop. It is b own in areas are used for Aeat, barley, and na,tive bunchgrass. rotation witli barley, oats, peas, lentils, alfalfa, or grass. There is no difliculty in the use of machinery, but the U g'rass and grain crops respond to nitrogen; legumes aravel is hard on tillage implements. All crops escept reaPond to sulfur. (Ctipability unit IIIe-2; Loamy range ~eaumes respond to nitrogen. Some crops respond to site; not in awoodland group) sulft.ir, boron, and phosj)horus. (Capability unit IIIsr2; Glenrose silt loam, 0 to 5 percent slopes (GpA).-This Loamy range site; not in a woodland t;roup) soil has a, surface layer 2 to 4 inches thicker than that of Garrison gravelly loam, 5 to 20 percent slopes (Gg6).- Glenrose silt loam, 5 to 20 percent slopes. Surface runoff This soil has a surface layer 3-to 5 inches thinner than that is slow, and the erosion hazard is sl'~ht D. Included in map- of Garrison gravelly loam, 0 to 5 percent slopes. Runoff Pwere small areas of Uhlig anearyton soils. i~ medium, ~,nd the erosion hazarcl is moderate. ~e same crops are grown as on Glenrose silt loam, 5 This soil is used in much the same way as Garrison to 20 percent slopes; in adclition, vegetables are brown. vravelly loam, 0 to 5percent slopes. (Capability unit ( Cap ability unit YIe-2; Loamy range site; not in a wood- IVe-5; LoA.my range site; not m awoodla.nd group ) land group) ( Garrison very gravelly loam, 0 to 8 percent slopes Glenrose silt loam, 20 to 30 percent slopes (GpC).-Tlus (Gm6).-This soil has a thiriner, more gravelly surface layer soil has a surface layer 3 to 5 inches thinner than that of than Garrison gravelly loam, 0 to 5 percent slopes, and Glenrose silt loam, 5 to 20 percent slopes. Surface runoff - holds less than 5 inches of water that plants can use. The is rapid, and the erosion hazard is severe. About 5 percent gravel causes estreme wear on tillage machinery. As of some a,reas consists of Bernhill a,nd Dearyton soils. much as 7 Percent of some areas consists of other Garrison The same crops are grown as on Glenrose silt lofun, 5 to soils. (Ca.pability unit IVe-5; Shallow range site; not 20 percent slopes, but more of the a,creage is in grass and in a woodland group) legumes. (Capability tuut IIIer-2; Loamy range site; Garrison very stony loam, 0 to 20 percent slopes not in a woodland group) (GnB~.-'This soil holds less than 5 inches of jvater that Glenrose silt loam, 30 to 55 percent slopes (GpD).-This , pl~ c~.n use, ancl it is too stony to be cultivated. As soil has a surface layer 3 to 5 inches thi.nner than that of yAq'ch as 15 percent of some areas consists of other Garrison Glenrose silt loam, 5 to 20 percent slopes. Surface run- soils, and as much as 2 percent is made up of granite off is rapid, and the erosion hazard is severe. About 3 t outcrops. percent of some areas consists of Bernhill or Deazyton ~ This soil is used for bazing. (Capability unit VIs-2; soils. This soil is used only for grazing. (Ctipability ,Shallow ra.nge site; not in a woodland group) unit VIe--1; 1Torth Esposure ran;e site; not in a wood- la,nd group) Glenrose Series Glenrose gravelly silt loam, 5 to 20 percent slopes (GrB).-This soil liolds from 7 ta 9 inches of water that The Glenrose series consists of well-clra.ined, mostly plants can use. Small areas of Bernhill and Dearyton meditun-testured soils. These soils formed under grass soils were included in ma, ping. and sca,ttered pine trees in glacial till mised in the upper This soil is used in much the same way as Glenrose silt part with loess and volcanic a,sh. Many areas are gravelly loam, 5 to 20 percent slopes, but yields are less. (Capa- or stonp. These soils are nearly level tQ very steep. The bility unit IVe-4; Loamy range site; not in awoodland annual precipitation is about 21 inches, and the frost-free group) - , setison is a,bout 135 days. Glenrose gravelly silt loam, 20 to 55 percent slopes Glenrose soils are used for grain, peas, lentils, vegetables, (GrD).-This soil holds 7 to 9 inches of water that plants alfalfa, and bass, and for gr~,zing. ca,n use. Surface runoff is rapid, and the erosion hazard Glenrose silt loam, 5 to 20 percent slopes (GpB).-This is severe. Included in ma,pping were areas of Bernhill soil occurs on blaciated uplands in the east-central part of silt loam, 30 to 55 percent slopes. 74 sorL svRVEy , TABLE 6.-13rief descriptions of sails dnd their Classification Depth Map Soil nume Description of soil and site from , symbol . surface , USDA testure In. DsC Dragoon stony silt loam, 0 to 30 percent Simila,r to Dragoon silt loam, 0 to 30 percent `slopes. slopes, escept that the surface layer is stony. • DsD DrAgoon stony silt loam, 30 to 55 per- cent slopes. .DvD Drrigoon very rocky comples, 20 to 55 Dragoon part similar to Dragoon silt loam, 0 to percent slopes. 30 percent slopes, eYCept tha,t depth to bed- rock ranges from 10 to 20 inches. Rock out- , " crop included in this comples. , ` EkB Eloika silt loam, 0 to 20 percent slopes. Vtedium-textured, well-drained soil formed from 0 to 24 Silt loam___________ - glacial till containing a large amount of vol- canic ash in the surface layer; underlain by 24 to 44 GrAVelly loam_______ gravel at depth of 30 to 60 inches; occupies 44 to 53 Very gravelly sa.ndy . undulating, morainelike topography. loam. . 53 to 60 Gravel_____________ EIC Eloika very stony silt loam, 0 to 30 per- Similar to EloikA silt loam, 0 to 20 percent slopes, cent slopes. escept that they are very stony throughout. EI D Eloika very stony silt loam, 30 to 55 • percent slopes. , Em Emdent silt loam. 1Vledium-textured, somewhat poorly drained, 0 to 26 Silt loam_ alkaline soil formed in alluvium from calcar- eous silt, volcanic ash, and diatonite; depth 26 to 41 Very fine sandp to watertable fiuctuates from near the surface ' loam. , to about 6 feet. 41 to 60 Sandy clay loam_ Fa B Freeman silt loam, 5 to 20 percent Very deep, moderately well drained upland soils 0 to 22 Silt loam_ slopes. • with medium-testured surface layer and medi- Fa83 Freema,n silt loam, 5 to 20 percent um or moderately &ne testured subsoil; formed 22 to 72 Silty clay loam___ slopes, severely eroded. from silt on rolling to hilly uplands. FaC3 Freeman silt loam, 20 to 30 -percent slopes, severely eroded. . Fm Fresh water marsh. Shallow, swampy, intermittent ponds and fringes around lakes that have a fluctuating water table. Engineering data is not given, as land type is too variable. GaC3 Garfield silty cla,y loam, 0 to 30 percent Very deep, well-drained soil developed in loess 0 to 8 Silty clay loam______ slopes, severely eroded. on ridgetops and knobs on the rolling to hilly 8 to 23 Silty clay___________ uplands in the Palouse soil area. 23 to 60 Silty clay loam___ ~ GgA Garrison gravelly loam, 0 to 5 percent I Gravelly, rnedium-tegtured, somewhnt esces- 0 to 15 Gravelly lopm_______ sive_lv__drained soils formed in eravellvlACia1 ~5 to ~ Ve ravellv loam • tag~ arnson grave~o~,m, 5 to 20 percent outwash materiai"trom a varietq o acic4 to b an , gravel, an slopes. igneous parent rock; on nearly level to mod- cobblestones. • eratelv sloping terraces; depth to nlixture of sand, gravel, and cobblestones ranges from . 2a to 5 feet. GmB Garrison very gravelly loam, 0 to 8 Similar to Garrison gravelly loam, except that 0 to 13 Very gravelly loam__ percent slopes. the surface layer is very gravelly. 15 to 44 Very gravelly loam_ _ - 44 to 60 Sand,gr avel, and cobblestones. G n B Garrison very atonq loam, 0 to 20 Similar to Garrison gravelly loam, eacept that percent slopes. the surface layer is very stonp. G p A Glenrose silt loam, 0 to 5 percent slopes. Verq deep, medium-textured, well-drained soils 0 to 72 Silt Ioam_ Gp6 Glenrose silt loam, 5 to 20 percent slopes. formed from acid igneous glacial till; surface GpC Glenrose silt loam, 20 to 30 percent layer influenced by loess and volcanic ash; on ' slopes. gently rolling to steep uplands. . , GpD Glenrose silt loam, 30 to 55 percent ~ slopes. • . ' : . _ ,5- SPOSr1NE COIINTY, WASEaNGTON 75 , esti7ndted physical and chemica,l proPerties-Continued . Clt►ssification-Continued Percentage passing sieve- Available ' Permeability water R,eaction Dispersion Shrink-swell ' vo. 4 No. 10 No. 200 capacity (1:5 dilution) potential Unified AtiSHO (4.7 mm.) (2.0 mm.) (0.074 mm.) _ In. per Ar. rn. ver :m of so,i pH 12L-CL____ A-4------ 35 to 95 80 to 95 60 to 70 0. 8 to 2. 5 0. 17 to 0. 20 6.106.5 High_______ Low to mod- . erAte. ' SyI________ A-4------ 75 to 85 40 to 80 35 to 50 0. 8 to 2. 5 0. 12 to 0. 14 6. 1 to 6. 6 High_______ Low. GVI-------- A-2------ 30 to 60 20 to 50 5 to 15 5. 0 to' 10. 0 0. 06 to 0. 09 6. 1 to 7.3 High_______ Low. GP________ A-1------ 25 to 35 . 10 to 20 0 to 5 >10 0. 04 to 0. 06 6.6 to 7.3 High_______ Low. • ML-CL---- A-4------ 95 to 100 90 to 100 90 to 95 0. 8 to 2 5 0. 17 to 0. 20 S to 9. 0 High_______ Low to mod- ~ - erate. iUIL-------- A-4------ 95 to 100 90 io 100 60 to 70 0. 8 to 2.5 0. 17 to 0. 20 . 7. 4 to 8. 4 14oderate_ Low. CT,. A-g------ 95 to 100 90 to 95 85 to 90 0. 2 to 0. 8 0. 17 to 0. 20 6. 6 to 7. 3 Low------- Moderate. ML-CL____ A-4------ 95 to 100 90 to 100 80 to 90 0. 2 to 0. 8 0. 17 to 0. 20 6. 6 to 7. 3 Moderate___ Low to:mod- ~ • erate. CL________ A-6------ 95 to 100 90 to 100 80 to 90 <0. 05 0. 17 to 0. 20 6. 6 to 7. 3 Low_______ Moderute. CL________ A-6------ 95 to 100 90 to 100 90 to 95 0. 2 to 0.8 0. 17 to 0. 16 6. 6 to 7. 3 Low_______ Moderate.. CI-I A-7------ 95 to 100 90 to 100 90 to 95 0. 05 to 0.2 '0. 14 to 0. 17 6. 6 to 7. 3 Low High. . CL________ A-fi------ 95 to 100 90 to 100 90 to 95 0. 2 to 2.5 0. 17 to 0.20 6. 6 to 7. 3 Low___:___ Moderate_ SVI________ A-4------ 65 to 35 40 to SO• 35 to 50 0. 8 to 2.5 0. 12 to 0. 14 6. 6 to 7. 3 Moderate Low. ~ M_______ A-2------ 45 to 65 30 to 60 5 to 15 2. 5 to 5.0 0. 08 to 0. 10 6. 8 ta 7. 3 Moderate___ Low. "3 o ~to 5 ~tD U. 04 o U. 06 =to7. 3 ~--------Low. -----'~-i------ ( GM________ A-2------ 30 to 60 20 to 50 5 to 15 2. 5 to 5. 0 0. OS to 0. 10 6. 1 to 6. 6 Moderate___ Low. GM________ A-2------ 45 to 65 • 30 to 60 5 to 15 2. 5 to 5. 0 0. 08 to 0. 10 6. 6 to 7. 3 Moderate___ Low. GP________ A-1------ 25 to 35 10 to 20 0 to 5 >10 0. 04 to 0. 06 6. 6 to 7. 3 High_______ Low. • ML-CL____ A-4------ SO to 95 75 to 95 60 to 85 0. 8 to 2. 5 0. 17 to 0.20 6. 1 to 7. 3 1Yloderate__ LoW to - moderate_ • v _ 92 . , ~ ' • SOIL SURVEY , . - . TABLE i .-Interpretcation of engineerin,q Suitability as source of- Soil features a,ffecting- Soil series or type, Farm ponds a,nd map symbols Topsoil Sand 1 Gravel ~ Road fill Highway location Dikes or levees Reserl-oir area - Dragoori (DrC, Good to Not suit- Not suit- Fnir to Moderate to very high Low stability; Moderate to DsC, DsD, poor. able. able. good. susceptibility to semipervious to motiera.tely D v D). . frost action; mod- impervious rapid perme- . erate to moderately when com- ability. ra,pid permeability; pacted; loNr- to , low to moderate modera,te ~ shrink-sn-ell shrink-swell potential, potential. Eloika (EkB, EIC, Fair______ Not suit- Suita,ble at Good_____ Moderate to high sus- LoR- stability; Nloderatetovery EI D). able. depth ceptihilitv to frost semiFervious to rapid perme- greater . ac'tion; modera.t€ to impervious ability. than 60 verv rapid perme- when compact- inches. ability; low to mocl- ed; low to mod- . erate shrink-;well erate sLrink- potential. swell potential. Emdent silt loam Fair___ Not suiiu- Not suita,- Poor----- Verv higti stisceptibil- Low stability; im- Moderate to (Em). ble. ble. ity to frost action; pervious when moderately moderate to moc!- compacGed ; low slow perme- er;.etelv slow perme- to modera,te ability. ability • low to mod- shrink-3we11 ' erate shrink-sR-ell potential. potential; saturated in winter and spring. Freeman (Fa6, Fair to Not suita- Not suita- Poor_____ Moderate to very high Moderate siabil- Moderately slow Fa63, FaC3). poor. ble. ble. stisceptibility to ity; impervious to very slow frost action; moder- when compact- permeabilitp. ately slow to very ed; low to mod- slon• permeabilitv; erate shrink- low to moderate swell potential; shrink-sn•ell poten- soils crack when tial; saturated in dry. . F..- , spring. Garfield.(GaC3)Fair to Not suita.- Not suita- Poor_____ Moderate to verp high Moderate stabil- Moderate to • . good. ble. ble. susceptibility to frost ity; impervious slow perme- action; moderate to when compa,ct- ability. . . , slow permeability; ed; moderate to modera.te to high high shrink- , • shrink-swell poten- swell potential. • . Garrison (GgA, Fair_ Not suit- Good below Egcellent_ Slight to no suscepti- Moderate stabil- Moderate to ' GgB, G m B, able. surface bility to frost action; itp; pervious very rapid G n B). layer. moderate to very when com- permeability• rapid permeability; pactcd; low low shrink-swell shrink-swell . potential. potentiul. , See footnote at end of table. , / SPOKAiNE COUiV TY, WASHLNGTOIV 93 . ' properties oj soils-Continued - Soil fea.tures lffectin-Continued ~ Farm ponds- - • Continued Agricultural Terra.ces and Sezvage clisposal dra.inage Irrioation diversions Waterwa,ys fields Trafficability ; Embankment Verv low shear 1loderate to \-Coderate in- I..on• resistance Low resistance to Moderate "to Ver}- !o«, shetir strenath; semi- moderstely tal:e rate; to erosion; erosion; mod- modera,tely stren-th; lorv perviouS tu im- rapid perme- modera,te nioclerate to era'te «ater- rapid perme- lo.icl-c.irr}ring per<<ioiis n-hen ability. n-ater-holding inodertiielv h01c1![1a capac- ability; mad- cap:icity; compacted; me- capacity. rapicl perme- ity; vegetation era.te t,o n..od- moder.-.te to diiim eompress- lbilitv. difficiilt to era,tely rapid moclerately ibilitv; low erta,l;liah exceFt water-holding rapid perme- stabilitv. on Dragoon capacity. cLbility. ' silt loam. Low shear strenath; Moderate to Moderate to Vloder-ate resist- Atodernte resist- Moderate to Locv shea•r semipervious to verp rapid modera.telv ance to ero- ance, to erosion; vcry rapid stren~th; mod- imper~=ious ~vhen permeability, ra,pid inta~ke sion; mocter- moderate ~vater- permeability; erate to high compacted; slight rate; moder- ate to very holding ca- moderate loaci-carrying compressibility; ate water- rapid perme- pacitv; vegeta- wster-holding capacity; mod- lo~r• stability. holding ca- a,bilitv. tion clif~icult to c:tipacity. _ era.te to very pacity. establish escept rapid perme- on Eloik.ti silt abilitv. loani. y Very low shea.r Moderate to Moderate to Moderate resist- Z-Ioderate resist- Moderate to Verv lotv shear strength; imper- modera,tely moderately ance to ero- ance to erosion; moderately strenbth; mocl- vious when com- slow perme- s1ow intake sion; moder- N-Pry high wa,tcr- slow perme- era,te to low pacted; moderate ability; satu- rate; verv ate to moder- holdiu~ Capac- abi11G3r; very load-ca,rrying to high compress- rated in ~rin- high n~a,ter- ately slo~c ity; ex cept for high water-hold- capacitv; mod- ibilitv; moderate ter and hulding ca- permeabilitv, salt-tolerant ing capacity; erate to mod- stabilitv; crac!:s spring. pacitc. species, vegeta- statura,ted ia eratelyT slow when dry. tion difficult to winter and. permcability. esta,blish. spring. Very low shear Vloderately Moderatelv Moderate resist- i'vIodera,te resist- Moderately Very low shear strength; imper- slow to very slocv to slow ance to ero- ance to erosion; slow to very strength; mod- vious when com- slow perme- intake rate; sion; moder- very high water- slocv perme- erate load- paetecl; medium abilitv; satu- very high a.tely slow to holding capac- ability; very carrying ca- compressibility; rated in water-holding very slow per- ity; vegetation high wa.ter- paeity; mod- moderate stabil- spring. c-apacity. mea,bility. fairly easy to holding ca- erntely siow to itv ; soils crzck estahlish. pacity; satu - very slow «'hen drv. rated in perme:~bility. " spring. Very low shear Moderate to Slow intake Moderate resist- Moderate resist• Moderate to Very low shear strength; imper- slow perme- rate; very ance to ero- ance to erosion; slow perme- strength; mod- vious when com- ability, high water- sion; moder- very high ability; verp erate load- pacted; mectium to holding ca- ate to slow water-holding high wa,ter- carrying ca- high compressibil- pacity. permea,bility. capa.citv; holding ca- pacity; mod- ity; moderate vegetation pacity. erate to slow stability; soil fairly easy to permea,bility. ' cracks when dry. establish. High shear strength; Moderate to Ra,pid intake Moderate resist- Moderate resist- Moderate to High shear pervious when very rapid rate; moder- ance to ero- ance to erosion; very rapid strength; high compacted; slight permeability. ate to low sion; moder- moclerate to low permeability; load-carrying compressibility; water-holding ate to very water-holding modera,te to caprLcity; moderate sta- capacity. rapid perme- capucity; vege- low wster- moderate to bility. ability. tation difficult holding ca- very rapid to establish on pacity, germeability. verv stony loam, fairly easy on ' other soils. HYDROLOGY , 1 r ~ / ~ r ~ ~ n ' . ~ , f ~1 . ~1 I ~a ~ f CO y ~ ~ ~ 1 • ~ ` 1, ~ ~ . j 1 ~ 1 i ~ ; ~ 1 ~ ~ , ' ~ ~ . ~ ~ o" I ~ ~ 40' / , ~ ' t ~ ~ ~ ~ ~ ~ y q ~ f f q~ 1 0 ~ n c ~ ~ ~ 1 r ~ ~ • ~ ~ ~ , ~ f ~ f s, ~~zco2,s._._. , ~ f ~ - r ~ ~ ~ r~ ~ , ~ ~ ~ , ~ . ~ Rt5' ~ ~ , ~ ~ ~ ti ~ ~ ~ ~U I I ~ 4 ~ 0 ' S ~ i / l i i ~ / , , ~ f , / -,i N ~ ' / i 1 y,~ % ~ ~ / 'T / / , ~ 4 / 1 ~ 4 r l , , i/~ ~ . • ~ ~ ~ ~ ~ ~ - ~ ' / ti i ~ Z , ~ ~ / ~ 1 ~ ~ . ~ 1 ~ ti ~ ~ , i ~ t , ~ , J I ~I ~ / ~-1 . ~ ~ 1 ~ ~ ~ i „ ~ , / 1 , f ~ ~ I , , ~ , , / , 1 i ~ ~ / ( 1 r i ~ - 1 . 1 1 ~ i - ~ i i ~ 1 s ~ ~ / N - h ~ ~ / _ 1 a ~ ~ J ~.a 1 ~ 1 ~ 1 ~ I , n ~ ~ - ~ i 1 ~ _ :~.g ► ~ 1~ ~J , ~ J ; ~ I . i ~ ~ I ~ . .J. 1 0 - ► ~ ~ ~ 1 . 1 ~ i ~ Q 1 o I ~ ~ - - ; , 1 ~ ~ 1 ~ t_ , , , ~ 0~ ~ , / . , ~ .r ~ ~ r ~ ~ 7 f/i ~ ~ r , _ , - ~ ~ / $N ~ ~ ~ ` "is , ~ ? ` . ~ ~ ~ ~ o~ ( ~ f; p ~ tia ~ ~ E , , ! / , . l ~ I ~ , , ~ ~ ~ ~ ~ ~ ~no~ 5. ; n~' Q ` . ~ ~ ~ ! ~ ~ ` ~ h ~ ~ ~ ~ ~ ~ . ~ 1 ~ ~ ,r/ ~ ~ ~ ~ ^ ~ l ~ - ry o ~ i \ 1 ~ % ~ ! ~ , 62/ ~ • ~ ~ 1 4 a~ ~ ~ ,.za / ; . ~ / ~ .,r- ~ + ' ~ ~ f . ~ ~ 1 ~ ~ ~ ~ ~ . ~ , ~ i ~ ~ , _ ~ ~ \ ~ l ~ i ~ ~ ~ ~ s ' ~ ti~' 1 ~ i , . ~ ~ 4 4 - ~ 1 ~ 1 / ~ / / / e , , - I ~ ; . ` ~ 1 a 1 ~ i ` - - ~ ti. ~ / ~ ~ " ~ , ~4 i ~ / ' f * ,~i. + .r ~ `2oo~.s-- .r . . I ~ n , ~ p . o ~ p . ~ 0613 / _ ~ i ~ A~~~ ~ A B _~J_ ~A{/~ . • /L~ y ~y ~ l / . ~ ~ ,r ~ S• ~ r: ! . • / l l~•'lJLir .1i/~•'✓ /I~ ~ j V J /,~O ~ v' . a y ~i f f• . T ' ~ " / ~ I' ~ / , • • ' ~ ~ ~ _ /✓r":~~/' 4' • }I ' I i'1 _ ~ ~ f, w,~ • l f . . ~ ~ . ~ f1 ~:~1~ z' f? ~:u~ -►~j 71, 71) ~ L ~ ° 23, yoo _.t«== ° Y i i~^ ' ' t/T~ • jJr-~~ I ~ ~~fG.-/ ~L~-!~ei~' ~j`J~C/j ~~0 ~~v r' ~.Jf':..' ~C~.~ a C~~ ~✓/.J~J/L Ir/~ I/J~q /D~ ,~I~/ /C/ :.►✓/~G/ ' 1 ci a 2 f . 1 ~~9, Z ~ 4zo; 2 0' A✓ki141e, = Z/6 S 124 Z ~ ;'IrZ _ 7e ~y . 17~~t ~ a r D! -~z - BOfI+VSTR iNG ME THOD (TEN YE a R STOR fO QES iGh1) PRQ.JE GT: NEW LlFE DETENTI ON BASI N GES 1GN BASf N: A REVIEWER : WR L NUMB ER OF DRYWE l1.S P ROpOSE a DATE : 20- Oct- 95 1 Si ncJle (type A) 0 DQUbIe (fifpe B ) Tatal Area (cafc.) (see H1) 0.76 Ti me af Conc. (c.alc.) (see H1) 5.00 Gompasite "C" (calc.) (see H 1) 0.68 Ti nie af Conc. (mi n) 5. 00 Area (Ac res) 0.76 C Factiv r 0.68 Ini pQrvious Area (scl. ft.) 23400 11o1u me Pro1 itietl 1 W z.5 O utflonrr (cfs) 0.3 Area * C' FELctor 0.52 #1 #2 #3 #4 #C; #6 Ti nie Ti me f rrtie nsity 0 clev. V in 11 o ut Stor~,~e I nc. i nc. (m in.) (sQC. ) (i n.jh r. ) (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) (#7 lal) (a.'r *#3) (Outf. (#5 -#6) 5.00 300.00 3.18 1.64 680 90.00 570 5 300 3.18 1.64 680 10 6CO 2.9.4 1.16 811 190 631 1 ~ 900 1.77 0.91 975 270 645 20 1200 1. 45 o. -/t 974 360 614 25 15100 1.21 0.62 1004 4 54 5 54.) 30 1900 1.04 0.54 1021 540 481 35 2140 0.91 0.47 1034 630 404 40 2440 4. G2 0.42 1059 724 339 45 2740 0.74 0.38 1 070 814 200 50 3000 0.68 0.35 7088 9co 188 55 3300 0.64 0.33 1123 99D 1 33 60 3600 0.61 0.31 1765 1080 35 6c; 3-Q-O4 0. 80 0.31 1239 1770 60 7{} 4200 0.58 0.30 1288 1250 28 75 4500 0.56 0.29 1330 1350 - 120 4900 0.53 0. T/ 1341 1440 - 99 ~100 0. 1_; 2 0.27 1.6 1534 -134 90 5400 0.50 0.26 1420 1620 -200 95 5700 0.49 0.25 1467 1710 - 243 1 00 6000 0.48 0.25 1 511 1900 - 28O DRAlNAGE PONa t;ALGULAT{Oh1S Reclu irecl g mssy svrale pan cl stioracp -,-ai u me = I mperuious Ar►-ma x.5 i nJ 12 i n A. = 975 cu. ft. G rassy swate poncl volu rne lirovicieci = 1082.5 cu. ft. ~3 . DRnrtfE LL R EQUI RE MENT S -10 YEAR dES IGN STaR M W)aniu m storage reclui recl iDy BatNstrin g _ 645 cu. ft. ti1u nihQr a nci t~/pe af D nf+md Is Reclu irecl = 1 Si ngle 4 aouble _~y _ f.W _i ~ ~ Z ~ ~~r~i~ = g7oD ~ tuWtuWWw 5555~5 ~ ~ Wtiti~ - . 4L LLI ~ W f/~!l1N WW JJ ' ' W=vu V)WWW ~ S2VV ~ ¢a L ^OVOVQ 1 . - - ~ ' b _ m _ _ /D~D. • g /~t, Z_ , , ~ ~ Po~GL ,00~r~ _ . . - ~ _ _ - - _ . ~G~S~riy~_ • . 7- ,~~i/~ . - ZmAmlviDzc.3~_. i . ~ , . . . ~ - - - ~ - - - ; . - - . f ~ . - - - - - • - - - - - • . : . . - - - t . ' t ~ . . ~ Y ~ ~ ~ ' ' t o ~ ~ . . . . . 4 . y . - . ~ ~ . . . - - i - _ _ _ - - { ~ - ~ - 4 _ . , . ~ _ _ - - - - - - ~ - ~ - - ~ I - - - - - ~ . - - 4 - ~ R _ _ ~ - _ i• ! - - - . _ ~ _ _ ~ _Y~ ~ Y- - - - t-- _ - - - ~ _ _ • ~ i - - ~ ~ - ' - - - - - - ~ , _ . - -/6 - BOrWSTR I NG ME THOD (TEN YEAR STOR M DES IGN) PROJE CT: NEW IJFE DETEwTI aN BASI N DES IGN BASI N: B REVIEWER : t1UR L NUMB ER OF DRWE LLS P ROPOSE D DATE : 20- Oct- 95 , 1 Si ngle (type A) 4 Doub1e (fiype B) Tatal Arm (c,aic.) (see H rt) 0.37 Ti nie af Conc. (calc.) ($ee H 1) 5.00 Composite 'C" (calc.) (see H 1) 0.75 Ti me af Conc. (nii n) 5.00 A rea (Ac res) 0.37 C Factiv r 0.75 . Ini pervious Area (scl. ft.) 12010 VQlu nie P nonriclec! . 500.4 O utf lavr (cf s) 0.3 Area * C' Factor 0.28 #1 #2 #3 #4 #a #6 #7 Ti me Ti me I rrte nsitV 0 der. V in V o ut Stor~,c~e I nc. I nc. (m in.) (sec. ) (i n.jh r. ) (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) (#1 ♦"8Q) (A11+G *#3) (Outf. *#2) (45 -#6) 5.00 30D. 00 3.15 0.88 354 90.00 264 a 300 3.18 0.88 354 90 264 10 600 2.24 0.62 436 180 2 % 15 900 1.77 0.49 491 270 221 20 12+00 1. 45 0.40 523 380 163 25 1 500 1.21 0.34 537 450 87 30 1900 1.04 0.29 548 540 8 35 2104 0.91 0.25 555 630 -75 40 2400 0.82 0.23 568 72+0 -152 45 _ 2700 0.74 0.20 574 810 - 236 50 3-OM 0.68 0.19 584 900 - 316 55 33DO 0.64 0.18 603 990 - 337 60 3wQ 0. 6) 1 0.17 626 1080 -454 65 3900 0.60 0.17 665 11,70 - 505 70 4200 0.58 0.16 691 1260 - 569 75 4500 0.56 0.16 714 1350 - 636 80 4904 0. 53 0.15 720 1440 - rl- 0 85 5100 0.52 0.14 749 1530 - 781 90 5400 0.50 - a_ 1620 - 858 95 5704 0.49 0.14 788 1710 - 9422 100 6000 0.48 0.13 811 1900 - 9B9 DRAINAGE POND CALCU LAT1OhlS Reclu irecl g rassy smle pon cl stom~p voi u nie = I nipervivus Area x.5 i n.1 12 i n}ft. _ 500 cu. ft. G rassy smie pancl volu me 13roviciec! = 500. 4 cu. ft. - DRYWE LL R EQUI RE MENT S-10 YEAR aES iGN STaR M Nh)aniu ni starage reclui recl 13y Baws#rin g= 2€4 cu. ft. ; Nu niber a ncl t~lxn af D npAme(1s Reclu irecl = 1 Si ngle ~ 0 Double . ~~8 ~ SI~ `C5 B~ j~ , ~ "vGLv Zile, ~-/o ~4 ;'5 y ~ f y ~ c 1iJWWWWLII' 22aQ2Q R°RSS +71NNMN 7 ' ~ / v ~ » • ` EttluiLL, ruw yIn U~j~ Lllru= ~ Nm~cVC1N01 nl~l ~ t~t~Y'~ •~j G CSNNNNfV ~ ~ . '00001~Yw~~~.,~~- _ 300 ~ z G 3y.s y~ Z ~P _ ~ . ~ . ~ ' t ~k~ = yzy0 _ ~ -r - ~ - • - Z - • • - - • ~ . - . - y97~. JW y/t ~~~:/~f/~__~r~d. ~3o i~.Z ~sy~ly~ ~ ~ ; ._s, . . _ - , - - ; - - - . . - . ; - ; . _ . - - - - - - - - . - - ~ ~ . . ♦ a . _ . . ~ . . . l ' ` ' " ~ • i ' - ' ' -5-- - y- - ' ' 1- ° • ' ' ' " . . _ ~ - - - , . _ f-- ' - • - _ - ' • - - . . . - _ _ . - - ~ , - t-; ~ . . - -j--- _ - - - - • ' ' - ' ' i ' -20- ~~wLuwM ~~jo~~'io~,~ _/D,1~5 ~ 2= D. z3•~ ~ G Fc.~oz = 0-9 NNVI~~fltn ' ' ' - • • Z • " " _ io wul G 4/NJ~ N(occ cc 51s~8~ < fh NNNNN Q ! Q V f m Jltd~~ ~ G~ /8,Z ~ - ; . . _ , _ i ~ . ~ ~ . ; • - - - - ~ ~ _ . . . _ . - - - • - - - . ~ _ _ ~ _ _ _ , . R ' L ' - - " F ' ' ' _ _ ' y ' ' 'L " ' ' 2 ♦ ' " ~ ' ' ' ~ . f ~ ' - ' ' - ' ' ~ } ' _ - - ' - - ~ - . ' , . ! + . ~ ' ! 1 • • / r . . - - - - - - - - _ _ ~n.. . _ . . r. . - - - - • - - - - ~ - - - ~ - ~ ~ - - - - - - - ~ . . ; _ . . 1 - ' ~ - ' . , _ ~ o _ . . ~ ~ . . - - - - _ ' _ ' - - - ' _ ; . _ . - ' - - t- ' • - " i . ' ' ' . . - . _ . . . ~ - ; 9 f ! i - - - ~ - - ~ - - ~ . ~ _ ~ . _ . } _ _ _ _ _ 1 _ _ . _ _ ~ . - - - - - - - - - • , o . . BOtWSTR i NG fb1E THaO (TEN YEAR STaR fw1 aES IGN) PROJE CT: NEW LIFE DETEMlTI ON BASf N DES IGN BASi N: C REVIEWER : WR L NUMB ER OF DRYYVE l1rS P ROPOSE D DATE : 20- Cact- 95 1 Si ngle (type A) 4 Double ttype B a ' Total Area (calc.) (see H 1) 0.29 Ti me af Conc. (cxic.) (see H1) 5.00 Camposite "C" (aalc.) (see H 1) 0.73 Ti nie af Conc. (mi n) 5.00 Arm (A,c res) 0.29 C' Factio r 0.73 Ini penrious AreR (stl. ft.) 10106 1lolu nie P novicieci 465 a utf i~ (cf 5) 0.3 Arm * C' Fadar 0.21 #1 #2 #3 #4 #5 #6 #7 Ti me Ti me I rrtie nsity a clehr. 1f in V o ut Storacj e I nc. I nc. (m in.) (sec. ) OnAr. a (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. ) ~A*+C *#3a (Outf. *#7) (#a -#6) 5.00 300. OD 3.18 0. 68 272 90.00 182 5 300 3.18 0.68 272 90 182 10 600 2.24 0.48 335 190 155 ia 900 1.77 0. 3S 378 270 ice 20 1200 1.45 0.31 402 360 42 25 1540 1.21 0.25 413 4 50 -:37 30 1900 1.04 0.22 421 540 -1 19 35 2100 0.91 0.19 427 63D - 2+03 40 2440 0.82 0.17 437 720 - 2'33 45 2700 0.74 0.16 442 810 - 3i5$ 50 3000 0. 6B 0_ 14 449 900 - 451 55 3300 0.64 0.14 464 990 - 526 60 3600 0.61 0.13 481 1 080 - 599 65 3900 0.60 0.13 511 1170 - 659 70 42+04 0.98 0.12 531 1260 - 72g 75 4540 0.56 0.12 549 1 350 - 901 84 4900 0.53 0.11 553 1440 - S'8? 85 5100 0.52 0.11 576 1530 - a64 90 5400 0.50 0.11 586 1620 - 1034 ; - 95 5700 0.49 0.10 606 1 710 - 1144 , 1 00 6000 0.48 0.10 624 1900 -11 76 DRAINAGE POND CALGU LATIONS Requ irec! 9 rassy svrRle pon cl stivmge vol u me = I mpenrious ArGa x.5 i n.1 12 i nJft. _ 421 cu. ft. G rassy swale ponc) trolu me prrnviciecl = 465 cu. ft. -z2 - DRYOF LL R EQUI RE MENT S-10 YEAR aES IGN STOR M NhAni u ni starRge reci ui recl I3y Bawrs#rin g_ 182 cu. ft. Nu niber R ntl fiyloe of a npmei Is Reclu irecl = 1 Si ngle 0 Double ~ - 2.3 - . llcs ~ vwuiu~ww ~j}•~~~ +TLrFVF414}yy I , ~ . , ZOM ~ . ~ ~-to~ • wr~U~; - 47 # . ~ . , ann =aQQQQ S ~ - - - , - - ^ - - - ~ - - - - ~ - - - - - - - - ; . ~ . . . . _ . ; - _ ~ a - - - . - - - - ' - - - - - ~ - - - - - - ~ - ~ , - , ~ - - - - - - ; ~ , - - - - - ~ - - - ~ . - - ~ zpzw r - y - - - ~ - - - ~ 4- ~ h A' 1~ ~r-~'~?? ~ - , - - r - - - , . • - ~ . -C - f~~~~~ _ ~ f~~ 00 i ~ - - - s - ° - - . - . . . - ~ ~ ~ . _ _a _ F~ tl r_ _ ~ _ ' ' _ ' ' ` " _ • ~ . ~ L o • V _ r _ - _ _ ' .Y.. _ - - OH-IRH- 2j15/8$ ~ US Department of Agriculture Soil Conservation Service DESIGN WORKSHEET . for ' Circular Section prepared for MEW L= FE AS S EMB LY in SPOKANE COUNTY, WASHINGTON Designer : WRL Checker Date : 10/20/95 _ Date 10" PVC OVERFLOW PIPE Slope = 0.0150 ft/ft Hydr Radius = 0.10 'n' value = 0.010 Area = 0.08 sq.ft. Capacity - 0.31 cfs Velocity = 3.9 fps Diameter = 10 in. Depth of flow = 2.0 in. _ :tr {r~'i'+,. J~ 't'y~ n ~ ~ . • q,~f a'~~ ~ ^ ~+~'!G'~S 1 " I ~ ~ ~ 7 , ~~C ~~ti8 .~t~ • :}1 , a ~6~a g,~"~~~ ~'~^yI} ~}^^yb~ ( 9'~1 . ! ~ Q_ fi~. , - - - • B R 0 AD WR Y ~ ,s 1 737l. ~y- r~'T`9 ~D'41 ' 1 C ~KI~ ~,~p E BA J ~0~ IL ~ kA.~~~~ I I I 0 J ~ I rj "'I G~ ~ ,f ^1,^ ql L4(,D 7.! 1 ~ ~ 1 f~ ~ 'a 3 L-C> ~ • ~ ~ c: e . so* v 9 42.. n,047 •oai ti5 ~ I 7- 5 99-55 ~ ~ . '7 64 12. ql i' ~ - . 4';47 E r, pvtii g9~ " ~-----~n r: ~65 13 a ' J , V f ,._v 1 ~ ~ • v~ , , '7 ~ o "ALFtIAVE c16,t, d~~~ ~•r~ ~ ~A ~ c~a. ;.t~r~• -t 3 •i oEO~c:~*'~Z'~iisf~~~~ ~ ~ ~ 3~~d'' 3d ' ' ~3~•~ 1 GS 46. , L*o ~ c ~ I 8 oi pd 1,1 ,t 'jb n x l J„~ ` t ~ O , 7,.02- - ~ 9 ~ ' ~ J ` • I ~ • lCL~ L_--- ~gl ~ 00, 2 ~ p 17, .E~15 . k75 , ~AO) C - z o ;p 4ilAkli 294,48 - - , t b F ~5 ~ti I su~ .5/ E 2 _ ~ ~ iT 94 ~ A. ' ~ I ~ ~ _ : ~ t., ; ~ lbl I ~ ~ 3 ,o , ~ T- o 8~ 9 ~ 1z ~ t~ ,o ~ , . I806 120 s, .sc _ ~ ~ ~ 1__~~. _ ~ Qs.~'a ~ ?~%I1- _ , . ~ 'o . , 7 i L C'~T ~ ,o~ ~ oo ,oo- ,o¢. ,oi~~o IZ ve- ~ ~ L l I♦ 1~ ♦ ~ ~O , ( ``1 w _ A✓~ l. . ~ ~ ~ , 9 ,c ~ ~ • " ' ~t~t r~'~ t ~ ~ E A ; ; fo 1~ 16 A~~ ' "'~'z ~1~ . ) Ia 19 . f 9AI~~ A Z~t 'a % ~ 7 z ~ 5U v ' ~ ~ Q$~ 3 ~ ~7 ~b ~ 9 ~ ~ ° ~ ~ ! ~ ~ 44* io . ~ 1 • it C ~ / , • . ; /3 i ' 0 ` ~ ' S~• ~ ~ , . ' , . 7,Q A6~ • • y - . ~ , ~ [j ~ ~ ~ • ~ ~ ` _ - , ' p ~ ~ ti .,,,1 s :3 ~ ~ C~p yf4 l ~ (~y \ & V r ?A - ~3 ~ 1- ~~~°'b g~; ' ~ ! ~j ~s ~ P ~ F~~ • ~ ~ g ~ ~ ~ . , 7 (90 1365 tvA ~~r 9 55 I ' ~ ~ ' 7 S ^ 1 ~ " • . 'i ~ ~ I E ~ , ( , ~ ~.J ~ .o.47~p'~ o D ~33 ~ ~ tA ~ ` ~ ~ ~ ~ ~ • ~ n = ~ ~ ~ ~ o I~oj3A .,d,. ' '04 ,~1 ~ ~ ~ ~ . I ~ 55 LJ ► . I ~ I I ~ . ?9ac•' ~ r r ~ I ~ 1 0 5 @ ~ ~K 1~`-~j( r ' ~ • ^ f Q ~ k ?51 j ! o V4 c A„ ~ , , . . Ar,r_~ 8 i7_ ~ ..k ; -f Srrt° • F ~ ~d F ~ 1~8 I ►aO ~ 100 '3CT H y~ i~ ~I. xT ~ ~i ~ ~ ~ °f . /A.A,451~ Jf~ ~ ~ ` . I ~ l~ 1 KV 1 Cb COL f70 fV R l • ` -S p ~ ~ ~ ~ ~ ~ ~ ~ { ~ ~ r ~ 2 _ ~ ~ ~ T ~ • ~ ~ ~ ill ~ 3 . O Z 'b~ F. • ~ ' f ~ ~ ~ ~ ~ ~ 4 ~ ~ -}J~~i` • 30'~r~~'i~ , - ~ t 5 i~' ~ ~iJ.f ~'1 ' ~ ~ Y ■ I~ili~~ rfr ~ h • 7 ~ ~ "4 . - . N. ~11' N a 9. . , 6 1 ~7 A ~i~;T ' ~ . - , _ ~ ~ ' . ~ ~ y, ' ~.i; ~ ~ ; ~ ~ ~ ek' v , , ; ~ _ ~ ~ • _ ~ ~"1 ` • ~ O-N Me i ' ~ ~ ~ . ~ ~ ~ :1 ~ , • . IT r , ~ ~ ~ ~ • ~ +a~° , ~ . UR=15~~ W /,I IA , ~L l ~ ' . , ~D; , ~ ~ • ~ . l+ ~ ~ ~ / ~ 7 , 294-.58 1 I~1 ~~1, • 2 ~F. P y i Lr . ` f j~ % ~ 4. .~J' U 19 ~ 7 : 4w F 'f~ i • , ~ 6 ~ 0 1 r0 ~ , ~ ~ zv w _ ~ . • ~ ' Y~ * , ~ ~ ~i . 9 ~E ~ ► , j 7i $-a ' . _ ~ V 9C=' - ' •~✓i ~ ~=.IEi