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SPRAGUE E 14020 SAFEWAY GROCERY EAST SPOKANE . ; ~ . ~ ~ ENGINEER'S REVIEW SHEET ~ BLDG. PERMIT # -or -FILE# B94069-94 tRelated File # ( 7E-15-86) Date to Review 5-4-94 Time - # PRE-APPLICATION Date to AA & DR Time Date Received 4-25-94 Project Name SAFEWAY GROCERY FAST 5POKANE No. Lots No.Acres Section - Township - Range SITE ADDRESS SPRAGUE E 14020/E EVERGREEN PARCEL # 23542-9010+ Applicant's Name SCOTT SHANKS Phone # 206)776-6006 r Address 120 W DAYTON-EDMONDS WA 98020 Work # ZoG, 776' _-S777 Date Conditions mailed Contact pei'sOn Phone # FLOOD 7CNE d NO W S SCHOOL Eugineer / Surveyor's / Architect's Name . Planning Contact Person Phoue # 456-2205 Date Submitced Description Initials , , - S/~ YAGREEMENT TO PAY FEES OR PRIORITY FEE COMPLE-TED & COPY TO ACCOUNTING FINAL PLAT FEES COMPLL'IRED & COPY TO ACCOUNTING NC)TICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED DESIGN DEVIATION SUBMIT17E17 AI.,'TE1tA'1'ION TO PLAT - F3LOCKS & LOTS f / HEARING FXAM _ANI'E20VED _UFNIED- API'EALED 13SC / PROJEC7, _APPROVED _DENIEU i e- . - , G ! - c o~M<-~ ►'s ~ / d ~r P~ - To c o,.~"A-,,.w~ 1 , IVe~~,-~ ~ ~G p I `'e ~ ,l~ ~ l % I r ' r ~ ~ f ( -1 4y C ? 1A ~ ~ ,~~2 c ~ 'y l ~ ~ _ . ~ ~ ~ y C Jr1t~ ~~ciJ C.6.~,.n)~~-~c G-~ /~2-r' ~ • 6e- M-e- • ^ ~ / ~ ~Y ~~P c ~ ~f Cd ~ ~rX✓ a~n ~ ~ /(/d 7' G~~~~ i • k\pltlreview.for RBPORT OF 5/4/94 PRE-APPLICA'IICsrN OONF'BREN(g? 14020 E. Spragae - Safeway, Int.. East q.3otanc Safeway I NAME IADDREM Icn-Y ISTATE IZW I?HONE (CONrAL-F owrrEx ~ Rich costano, sacewey ~ 1000 - 24th Ave. N.E., sce 202 J seuewe ~ wn ~ 9soos ~(zob) ass-baoa ~ swti shants. Pirac weacero 1120 w. Daycoa Suice D-9 ~ Edmonas + wn ~ 9so2o ((206) 776-6006 x ARCHITFCT +Ge+ry Bernardq B.WA 1107 S. Howard, M420 , Spokaee I WA I 99204 I 898-4511 ~ FNGTNEEItS ~ Mike Liimakke, J.U.B. 11230 Iroaavood Dr.. Ste 220 ~ Coeur d'Aleae I ID I 83814 I(208) 667- IS74 I I Davo Kliawer. J.U.B. 1422 W. Rivenide, Suite 722 iSpokane I WA ~ 99201 ~ I STATE ENVIRONIvENTAL POLICY ACT(SEPA) The provisions of the State Environmental Policy Aect have been oompleted in aaeordance with WAC 197-11-760 for t6e described project with a determination of nonsignificance issued by Spokane County as part of the Gndings of fact and oonclusion for a land use aciion. PROJECT OVERVIEW Applicant will sprinkle Safeway. Site work to begin in mid-August for an earty spring opening of Safeway. SUMMARY OF PROPOSED ovcv- I.AND US8 lANP OONST FiRE lAACEi. ZOKB ACIiONS TY}E BUQ.DiNG USE SQ.Fi: GROUt TYPE FLOW RIATER lURVL'YOR / PHONE 15232.9013, 1 B-3 +TE-15-86C I Now I Groeaystae 57,576 ~ B-2 I IIIN ~ 3.000 ~ V. Wata6c Poa+er 424-36U0 .9011, .9014 I I f 1 I I gPd.'& I I .9017..901$ &.9010 DISCLISSION 'IL7PICS (aarificat;on:, .dditions, «,d oorr.ctiorr w w.ftn o«m,,.ra) PLANNING DEPAR'IMENT (456-2205) OONTACI-. AILAN DE LAUBENFELS • Written comments were prepared & a copy given to the applicant. ' Off street parkirig is adequate for proposed structure, but not for future eapansion. 571 spaces are required for total development. • Uses within proposed buildings must be clearty delineated between retail, ofEice 8t storage. Submit floor plans illustrating uses & total square footage of each use. • Develop as one overaU projeci. • Obtain an administrative determination regarding the height of the Safeway peak. • 17uee loading spaces are required for Safeway. ` 'Ihe landscaping is adequate. ENGINEERING & ROADS (456-3600) CONTACI` BOB TURNER ' Written comments were prepared & a copy given to the applicant. • Contaci Verra Smale for dedication of right of way on the South Valley Arterial. ~ HBALTIi DISTRICT (324-1560) OONTACI`. DARYL WAY • Submit plans for food service area. • Connect to public sewer. Contact Bilty Urhausen at Utilities Department (456-3604). • Remove old seplic tanks. ` All construction debris is to be disposed of at a licensed disposal site. No on-site burning or burial is authorized. DEPAR'I11ENT OF UTILd'IIFS (456-3604) CONTACI`. JIM RE D ` Mr. Red was not present at the meeting, however, written comments were prepared. ' Contact Mr. Red regazding sewer assessment charges. ' Submit plans for sewer connection. FIRE DIS'IRICT NO. 1(928-2462) OONTACI`. ERIC OLSON ~ • Submit plans for sprinkler system from the vault fonvard from a certified sprinkler contractor & installer. • Conta,ct Vera Water & Pawer with sprinkler plans. DIVISION OF BUILDINGS (456-3675) CONTACI`. gEN JEFFREY • Present GG&R. for Division of Building's review. ' For information on the Americans with Disabilities Act, call 1-800-435-7232. ' Complywith Nonresidential Energy Code requirements prior to release of building permit. SEE AEVERSE FOii fERM/T RELEASE AEOU'WMEN7S r I'FRMIT RELEASL I2FQUIREMENTS r Ple;ase submitseven (;9 sets ofrevisedsite, drainage, andlandscapeplansp'Jus three (_3) comp/ete sets ofconstruction drawings to the Departrnent of Buildings for acknowldgement and distributivn to al/ the appropriate agencies. In order for all agencies to eVeditiously process yourprojec:4 it is important that submittals include alJ necessary drawings and documents to insure that review of your project is completed in the least amount of time. Documents sbould include: builciing address and legal description ofproperty. Spokane County's Project Review Coordinator will be Jeff Forry at the Div. of Buildings (456-3675). I PLANNING JENG[NEERd HEAL'iH I FIRE I BUILDINGS . . ~ . . . . . : . . .w. . .Y • . • . . • 4 •.•f.'.•:.•.•{1(~•~{~V'f JN: tJ.•::::1:: f'::::. ~ :.1V •.:V::: •.11YA•J.:::: f :Yf:. :.Y:.ti~V V:.:t f . 1' Y.V .~1~•[K~~•.~ Y • • . . . . • . ~ . • . • • ~ : : ~ ~ ::::'::ti ::ti'ii. ~ i i :'ti ::'.:•:•:•:1: ' ' 1 • ' • : : • : . . , . .1 ::~~{?:~"J.~VY.v :.{..•:`.•J: }.L'.~,Vl:1l~ . .1\~.4.ti~I: ~:7'~A~{kti~ ~ JY.h. :j}~:.. ..1 J : : 1• ti.~{.:{}.'~ . . ti. ~V 1' . ..~k. . L . . . . . ' ~ , • . . • . r • • ~ • • •+x•rr . r.::.ti . . . ~i.i~ ~~.vs.v,':~: • • ~ .o-:~ik~':~::~:'.' ..r+: .r. 'f r~. : r i r rrrS . : . . . ..rr:::::r:::::::..::.:..:.:; :::~•:t;:::r:r:r>~•:~:::•:t~::~~:' :.,..~~r:~ 1 Bicycle racks (location & number) (9) ~ X 21 1 Building height in stories & feet ~ X 31 1 Paving ~ X I X 41, liSc;tbacks ~ X I I 51 Drainage Plan (swales> drywells> calculations) ~ X ~ , . . ! ;.......1.~ ; ; ..r.: . . . . ~ . . y...:: • :.t ~ ::.ti• ~ . ..r . . r.; . f rc...2 Wy tti. .y.,, .~r.: : ti.,>:. : ~ ~s:•:: <:; ':?ti { f. ~'i~sr• •~rw•~a;;;c~~rti~~::: : i:ir<;G„ftG.t~ ;~}iXGy?fy,' . . : : . : ~t . • }:Y: n:;kv' •?i: 3~' . r.. ~:x. , : :,•.k..•:::. ;.s.r.::.. {~r... :i •t 'ti ~ ~•r ~~£if:~' a:sr t~k't~ . sx-sr,.-.,,. ,~~:w: v:~ir:;ti;;t:: : • • :~...~::a:t; :,•,s. '+r •:y~~~~:~~~~~l~i~=. '~J~:d7si r:t<1 :r::: ~i~r. .i1.........:.~:: :o-..o-.>. . ;Y~id? ~ .fif~r,;:~ 61 1 Certificate of Exemption ~ X 71 1 Irrigation system ~ X 81 1 Nursery estimate ~ X 91 1 Promissory letter for landscape requirements ~ X 101 1 Agreement to pay fees & minunum requirements list X 11 l roach permit for access to S ra ue & Evergreeo X 121 [LRecporded property deed X 131 1 Right of way dedication X 141 1 RID Agreement for Sprague X 151 1 Critical Materials list X 161 1 Lock (Knox) box entrY system X ~ ; :.t.......: i:................,........ ti`.::'~ i Y • .\V ~ . :.t::1Lt\Y:1 : ~1 4K•hYY.'.'Y 1 M1 ' 1)}1\ ~y ` y Y y . ~ . ~ . . ti. • . . . . . . ~ Y . ~•}:•}:•}l~ ;.Y:1:•:::•l. ~ .t:•: J:ti ~ ~ . ly. ::ti•{~W ~ ~ ~ VY:~~X ~1 ~ fA~.'~:V :R1V..~ : ~ . • + Cd • ~ ~ . . ~ . • • . i • 1 . • 5a 1}• j ..f ......._~..r..._: ~ ;:;~.v.~:..:•. :.:•:{i}; y::.~'~4:4:ti•: 1 • • J 1 L F. . . . : ~ ~ . ~ ' : • ~ ~ ~ :~f ~V~ l~1F ~ • } ~ ::::•ti ::ti:::' ::i { ~::4P$44T{7C~$}$ %7~: . ~4~ . ! .-0' :0:•.'+f.~.: : ?:~S •:~r~~t~J~.~~:~}~~~~. . . . . ~ti;:~$}?:•?:•:•::•:•:•:::•:: Y:•: S'•: i:•:•:ti~i}: . . :v........ , .....::.....i}.v.v: . ~ 171 1 Barrier-Free Requirements (WAC 51-20) 181 1 Electrical details X ~ 191 1 Energy details/calculations & heat loss X ~ 201 1 Grease interceptor X 211 1 Heating, ventilation & air conditioning drawings X 221 1 Lighting budgets X 23 1 1 Plumbing detaiLs X 241 1 Structural drawings with wet stamps & calculations X ~ 12 S' t orclinator ~ r ~ r Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Safeway Grocery East Spokane Date 5-4-94 Address: E. 14020 Sprague Parcel No: 23542-9010+ Ref No. B94068 The County Enqineering Department has completed a review of the above referenced project. The following information must be provided-in order for us to proceed with our review. ) For any new hard surface area, for an asphaltic roof, or ~ a roof containing HVAC machinery, a drainage plan ~ i/for the site shall be prepared in compliance with . Spokane County "Guidelines for Stormwater Management". At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site. . 2. Calculations for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. . -,5. A typical cross section of the 208 swale. (~,:6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. ( 8. Copy of the proposed landscape plan. l (71' ' B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: Spokane County Zone Change No.ZE-15-86C C) The following improvements within adjacent Right of Way fp~ are required prior to the release of a building permit: 1 1. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: a. Sprague Avenue, Spokane County Special Roadway Section. b. Evergreen Road, Spokane County Special Roadway Section. All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a building permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on Sprague. r ~ Page 2 3. Applicant shall dedicate right of way, in an amount to be determined by the County Engineer's Office on Evergreen. 4. Please submit a copy of a recorded property deed from the Auditors office for the subject property. Upon receipt of the deed our staff will prepare the right of way deed and/or the RID/CRP agreement. 5. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Sprague Avenue b. Evergreen Road D) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Flease return the completed Agreement to your contact person at the Engineers Department. The applicant or his representative has been given a minimum requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline. Without the "minimum" requirements the Engineers Department may not be able to perform a complete review of the project and could result in prolonging the period before permit issuance. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department is Robert Turner, 456-3600. j'JL-26-1994 11:02 FROM J-U-E COEUR D'ALENE TO 1509324347E P.01 ~ . . FAX -C4VER SHEET CJ-U-B,b tzso ~WOOaWvc Date: su~ no Caewd'A1c.m.ID 83814 Phcase (208)667-15'74 Fox (208)667-21 i6 TO: FROM: . . i*l~~ F ' S" o9 - z- ~ - ~ 4 7 0 NO. PAGES TO FOLLO W : ~ .A X NO.. 3 COMMENT'S: Q,-f~,~, 4.2,-17- o"r' 71/ ~,♦"'`.01~ 10" - Q ~ JUL-26-1994 11:22 FR0M J-U-E COEUR D'ALENE 70 150932434?8 P.02 ~ ~ _ ~ ~..r s, U-1 f 1%, For Fi. f i 1 1 31X" CRU5NED : . ~ 2R. ~ COMPACTEE} TO 95% 1IYP. STD. PROC3OR r P.C.C. } L . TFG-RAD : ~.AD. PT N x GDQ029 r ~ ~ ~ ~ L tIlC Iaooa,z7 ~ ~o~s~.~~ ~ iIE i 09$8-93 ~ S1~~~~LK SECT~ON NDT TD SCALE i S -W A i..:K. W; TFC-RAD. PT. ~ N 10001.77 {r E E r ' r 1 { y S~ F y - - 1 t z ; REPLACE EXlST. Q fY~1rYA'~'~'~c CUR8 ~ 5 ~ ~ ~xiTH ~rE~~CAL 0 PATc~~ _ ' R~ ~ - - 1 Y ~*1+"~TV i r,~_w 21 ~ 2~ 20R_ _ -PC TFC-P~' NF 9390.32 TFC-C~. ~ 1~9$~.~ 5 E 11004.15 a ~ N 9979.19 A PART ~ FC- C < T E1 1 049.43 597 ~.~5 F TFC-RAD. PT. 11I~ 4.2 97 '0 9954.71 1~ 93 rt 5.t t ~ ~5~,~7 fF~G-P~ .00 2~R, ~ 1~ E 1D9 0.2 7 Ti FC-<pT!~1 995 59 t S N~: s . ~ ~ ~ t . ~j ~ 99~d~ 8D E 110$1.86 11 ; ~~K I N ~ ~R. a TFC-PC N 9939.08 AO o ~e~-RAO.~ ~ 9929_Qa TFC-~ 1107~6.&4 B~ ~ 1~ 992 2~R, ~ ~ ~ E 110 ,8~6 ~ • ~ : f f ~ Fc~[~ 2"R, ~ TF~.-~►PT. - ~ ` ~ N 9884. 11 0 r 1~ ~7 ` E 11029 .98 ~ ~.-<PTr. T I kj E X Sy N saa~'+,~i~ E p ! ~ S h 7 . _S~t~ ~~~~i_~Gi ~0 TF~C-CPT ~ 1EAl N 98fi$.D6 TFC-R~4~. 5 ~11 ~I06.03 T~~~~ 0 ~ fJ 9873.28 E 11020.0211 E 11077.f~3 ~ .0 PT- ~ ~ NS ~+7,~ 4,03 , ~~.'Do# ~ E 11064.13 PROJ'ECT NL7MSER- 9400641d APPLTCA,.f ION . 1714 -07/21/94 PP.GE= D1 r ~ ***~**',~HJ[S IS NOT A PERMr"I` PENA-L'Y`IES WILL BE ASSESSED FOR COMMENCIIVG WORI{ TnTITHi3i7T A PERMIT 52TE STREET= 14020 E SFRAGi7E AVE PARCEL##= 452 23. 9013 ADDRES S- S POI{PiNE GtiFA 99206 FERMIT USE= SAFEWAY INC. PLxT##= 999999 PLP.T NAME= RANGE BLOCK= LOT= 2C3NE= B_3 DISTff= F AREA= 00400000 F/A= F WIDTH= DEPTH= R/W= OF SLDGS- 1 # DWELLINGS= WATER QIST = VERA CWNER= SAFEWA,Y INC. PHOIVE= 206 455 6406 STREET= 1000 NE 24TH AVE #202 ADDRESS- BELLEVUE WA 9$O05 CONTACT NAME= ROBERT PPkCE FHDNE NUMBER= 508 838 4511 . BU2LDINC SETBACKS : FRONT= 60 LEFT- 60 RIGHT= 60 REAR- 55 REVIEW INFQRMATION DEPARTMENT REVIEW R~QUIREMENT BUILDING REVIEW CQQRDIIVATOR - J FORRY COMMENTS: BLTILDING PLAN REVIEW REQLTIREL7 . CDMMENTS ; BLTILZ]ING SPECIAL ZNSPEGT'IONS REQUIRED < - CDMMEhiT 5 : • _ f BLTILDING EIVERGY FLAN REVIEW REQUIREL] • wrOl,'11'lEly TSs • SEPPs, REVIE ENVIROAIMENTAL REVIEW REQUIRED COMMEAIT S: . ` CMA REVIEW CRITIGAL MPiTERSALS (ALL COMM) , COMIlMENT S : . . ENGINEER APPROACHIFLOQD PLAIN/DRAIiVAGE - ~ 1 . B - ' PROJECT NUMBER= 94006416 APPLICATION DATE= 07/21/94 PAGE= 02 COMMENTS: ~ n ENGINEER SITE DRAINAGE TO BE REVIEWED ~ • COMMENTS: HEALTHDIST FOOD SERVICE REVIEW COMMENTS: PLANNING SITE PLAN REVIEW REQUIRED COMMENTS: UTILITIES W/IN PRIORITY SEWER AREA COMMENTS: ' FIRE DISTR FIRE FLOW TO BE REVIEWED , COMMENTS: • BUILDING PERMIT CONTRACTOR= UNKNOWN PHONE= STREET= UNKNOWN ADDRESS= UNKNOWN WA UNKNOWN NEW= X REMODEL= ADDITION= CHANGE OF USE= . DWELL UNITS= OCCUP. LD= BLDG HGT= 37 STORIES= 1 - BLDG W X D= 243 X 174 SQ FT= 56962 SPRINKLER= Y REQ PARKING= 538 #HANDICAP= 13 CRITICAL MAT= Y , - DESCRIPTION GROUP TYPE SQ FT VALUATION . STORE B-2 IIIN 56962 2310948.34 - • ITEM DESCRIPTION QUANTITY FEE AMOUNT PLNG-BUSINESS ZONE; 124 Y. 260:00 PLNG-COMM SQF-50-100K;130 Y . 415.00 ' ,COMMERCIAL VALUATION , Y. . . 6161.50 , . PLAN REVIEW FEE Y4004.98 , CRITICAL MATERIAL REVIEW Y . 75.00 • . • STATE SURCHARGE Y . 4.50 . ENGINEERS REVIEW Y ' 50.00- COMMERCIAL SURCHARGE Y , 1829.97 , PAYMENT SUNIIMARY . . r ~ I MEMOR;ANDUM DATE: June 14, 1994 T0: Paul Lennernann , FROM: Verril Smale lla~~ r SUBJECT: Building Permit for Safeway East Paul; l. Asphalt Approaches with curb radius tiviJl be accepted as opposed to concrete approaches. This is due to the temporary conditions of Evergreen Street. When an RID is iriitiated, the approaches wi]] be improved, 2. Right of Way on Evergreen St. and tlae Chicago/Milwaukee RR R/W wi]] be exchanged for road improvements on Evergreen St. The Property Deed has been submitted and we are drafting up the papers for the agreement. 3. The County wi1] nat need a Bond for Evergreen St. improvements duc to #2 abave. ~ . i , 3 REvzEw carMENTS SPOKANE COUNTY ENGINEER D£VELQPMENT EhTCINEERING SERVICES P,ROJECT 894068 REVIEWER: Bab Turner PROJECT NAME: Safeway Gracery East DATE: 14 JUN 94 ADDRESS: E , 14020 5prag~e Ave REVIETnT ~ CObMNTS Ahond or some other farm of financial surety approved by Spokane County needs to be submitted far proposals that require I improvements witha.n -the adjacent right-of-way. To expedite yaur requ,est for a building permit the County has 3 pre-approved bond farmats. Tf you chose to use a different format a member of the CountyT s 1egal staf f will have to review it which will likely result in a delay. The bond amount is $8000.00. A Property deed must be submitted for a Notice to Fublic #6 RID Agreement to be completed. 1 ► • ~ , . ~ \ . ` ~ REVIEW COMMENiS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES , ~ PROJECT B94068 REVIETn'tER: Bob Turner PROJECT NAME: Safeway Grocery East DATE: 16 May 94 ADDRESS: E. 14020 Sprague Ave REVIEW 1 CObMENTS t,,,PrHand Rail or other device will be required for the wall on the Swales to act as a pedestrian safety device. ,--~he typical section of'the sidewalk on Sprague is 6 ft. _ Approach Permits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Engineer's Department. Approach permits for county roads will not be issued until a site plan is approved. Right o-L"" Way dimensions, from centerline of adjacent roads to ~a-roperty lines should appear on the plans. ~p'erty line dimensions of the entire parcel must be shown, not ~ust the portion being constructed. property deed is required if the applicant decides to proceed with a Road Improvement District Agreement. This is an agreement to not protest the formation of a Road Improvement District. This ~ document is required in lieu of making necessary roadway ~ improvements. A deed is also necessary if right-of-way is required. Accepted Road Plans will be needed before permit will be issued. ` Verril Smale is reviewing the road plans. \ DRAINAGE REPORT : Provide contours or sufficient spot elevations to check site grades. One-percent is the minimum requirement without special ~co-~s_truc:tion requirements by a licensed engineer. ~5how`~that the Anchor and Future Bldg. Pad drywell lines are capped. 1 . • . . VnRInNCL # ~ r`.PI'LICANI'S NAMF BI_oc # OTI-iER # MfIILING ADDIZLSS S , T , Et PARCEL # PHONE - 1-iOMF ROAD NAME 5~)rp ~ct PHO~IE - WORK ~ /,Vd• The following documents are needed before the Spokane County Engineer's Department can begin processing your variance or b' ding application as approved. (509) 456-3600 AGREEMENT TO PAY FEES have been collected. RECORDED COPY OF DEED, DEED OF TRUST, coutract or coaveying instrument. These may be obtained from the County Auditor, 2nd Qoor of the Courthouse. _ LEGAL DESCXIPTION of your access easement. " - A LISTING OF NAMES of individuaLs who will be signing the documeats. These individual names- should appear as the person(s) Iegally sig-n their dame. - . CURRENT ASSESSOR'S iMAP which depicts the location of your property. OWNERSHIP MICRO-RUN. 'Ihese may be obtained from the County Assessors, lst floor, of the Courthouse, Jefferson entrance, 2nd door on the Ieft. The nec~~c~uy documents wilt be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOT'ED THAT ALL SIGNATURES MUST BE NOTARIZED_ 'Ibe Engineer's Depariment does have notaries available if you choose to sign the documents at our office. Please ca ll when ready Please maii when ready / ~ Notice to Public 6-17 Right-of-Way .0?9 COMMENTS ~ v ~ ~ • Ri;,ht-of-Way Agent ~ Forward to you from ' Mpftoticc.192 ~ i . / / v 45232.9017 & 45232.9018 log In Date: 6-29-94 pgrceJ # 45232.9015, .9016, &'.9010 Road NameMo: Spraque Avenue No. 2312 ' Purpose: B 94068 Pfe~red gY: Ray Moon • Rsq 6y- (Land Oev) Paul L. ' NO. 6 NOTICE TO TNE PUBLIC Ri0 wAivER, AGREEMENT AND COVENANTs KNOW ALL HEN BY THESE PRESENTS, ThBt SAFEWAY INC., a DELAWARE CORPORATION, being the ownere of the following described landa in consideration of Mutual $enefits to be hereafter derived do for themselves, their heire, grantees, aseigns and successor(a) in intereet hereby agree to authorize Spokane County to place thefr name(e) on a petition for the formation of a Road•Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, whiCh petition includea the owner(s) • property, and further not to object, by the signing of a ballot, or not to protest to the formation of a RID by the re$olutfon method pursuant to Chapter 36.88 RCW, which reaolution includee the owner(s) property. If a RID ie formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(e) or successor(s) further agrees (1) that the improvements or conetruction contemplated within the propoaed RID are feasible, (2) that the'benefita,to be derived from the formation of the RiD by the property included therein, together with the amount of any county participation, exceeds the'cost and expense of tormation of the RID, and (3) that the property within the proposed RID is eufficiently developed. Provided, further, the owner(s) or succeesor(s) shall retain the right, aa authorized under RCw 36.88.090, to object to any asaessment(s) on the property as a reeult of the improvements called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final aeseasment roll. It is further agreed that at auch time as an RID ie created or any Road Improvement Project ia sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to exieting pavement) shall be at the sole expenee of the undersigned owner, their heirs, grantees .and:,8ssigns without any monetary participation by Spokane County. ~The RID waiver contained in this agreement shall expire,*"after ten (10) years from the date of execution below. However, at the expiration date the owner(s) or succeesor(s) agree to construct the reqvired improvements at their own expenee1 pay to Spokane County the then eatimated.-cost,of the-required improvementa to enable the county to complete the sarnej or'furnieh a bond or other eecure method auitable to the County, providing for or securinq-to:.the County the actual conetruction of the improvements. . . ' . . . ; , ; , . . . . . . . . , • : i " . The above conditiona and`covenarit apply to the following deeeribed property: ~ . The West 864.00 feet of the Northwest Quarter of the Northwest Quarter af Section 23, Township 25 North, Range 44 East, W. M. lying rlorth of the Chicago, Milwaukee, St. Paul Railroad Right of Way; Spokane County, Washington. EXCEPT: The North 321.2 feet of the We$t 408.00 feet. ALSO EXCEPT: Evergreen Road and Sprague Avenue. These requirements are and shall run with the'land and shall be binding upon the owners, their heirs, successors, or assigns. (over) IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of 199 4 SAFEWAY INC., a DELAWARW CORPOR.ATION STATE OF • CALIFORNIA ~ COUNTY OF ALAMEDA ) SS I certify that I know or have satisfactory evidence that is the person who appeared before me, and sa.id person acknowledged -that (he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it asthe Of Safeway, tnc.,•a Delaware Corporation, co be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Notary Public In and -for the State of - CalifoYnia : , residing at ; Oakland rofway\forms\.rwdeedkk.mh . . . . . ~ 4523t+ r J 01V {3L Pvxtian of Assessors Parcel Na. 4-5232.9017 SPOKANE COUNTY ENGINEERING QEPA.RTMENT Spo?tane County, Washington RECxHT OF WAY DEED 1N THE RATTER OF Evergreen Road , RF Na, 2100 , .Kh'OW AI1L IIEN BY T~ES£ FRESENTS ~ that Safeway Inc.,. a Delaware COrporatlonr • . i . :or and in consideraticn of Mutua3. Benefits, grants and conveys to Sr~o'Kane County f the fvl~.Qwingr descrik~ed parce~, of lar~3, situated ir~ 5po1~ar~e Cvunty, State of Was~iingtvri, to-wit: The West 50.00 feet of the Narthwest Quarter (NWi) of the Nart'hwest Qu,arter (NW*) of Section 23, Tawnship 25 North, Rarrge 44 East, W. M., Spokane County, Washington. EXQEPT: The Narth 321.2 feet thereof. ALSO EXCEPT. The previously'dedicated Right of Way for Evergreen Road. Located in Section 23 , ToWnship 25 North, Range 44 East, W.~f, TO UVE AND To HOLD the same, unto the said Spokane County fvr the ~urPases of a public road forever. ,`4 MTi'~rE.5S MHEREOF# the undersignei has caused this instrurnent to b~ ~xe-cuted on this ~ay at , 1994 .s sAFEwAY zNc. a DELAwARE cORPoRATzgnr ' TA1 F, OF 'CALIFORNTA ' • ~ MiNITY OF ALAIMED,a► 5S Cert? fy ihat I kri47W or haV~ saWactpPy EV1deJ]ce that ' the p~,-rsOTI wh0 apjeued bef0re me, ' q1'!d ac'iI~ -perSotl acki1Q1~~~ged t]at `(he/5he) Slgtle~d Ns sLT-umentr fln oarh stated that (helshe.) was authorized'to'execute the inst.rument and acknow2edged it Lhe 'Qf Sfaway Inc., a Delaware Corporatzon be the rree and volunt.ary act of'su~~ ~arty-for the us~s and gurposes mentione.d in the instrument. , ~I'v#.ary Public In and- for the Stake of California , IeS1diI7g 8t Oakland ro fwaylforznslrwd e ed1,kz1h ~ ~ , • 45232.9010, 45232.9017, Portion oP Assessors Parcel No. & 45232.9018 SPOKANE COUNTY ENGINEERING DEPARTMENT spokane County, washington RIGHT OF WAY DEED ZN THE MATTER OF The South Valley Arterial , RF No. 2644 & 2312 r KuOFT ALL 14EN BY THESE PRESENTS, thSt Safeway Inc., a Delaware Corporation, • t . . For and in consideration oP Mutual 8enefits, grants and conveys to spokane County, the Pollowing described parcel oP land, situated in Spokane county, state of Washington, to-wit: The South 20.00 feet of the West 864.00 feet of,the Northwest Quarter (NWA) of the Northwest Quarter (NWI) of Section 23, Township 25 North, Range 44• East, W. M. lying North of the Chicago, Milwaukee, St. Paul, and Pacific Railway Right of Way. . Located in section 23 , Township 25 North, Range 44 East, W.M. To H.A.VE AND TO HOLD the same, unto the said Spokane County for the ourooses of a public road forever. \11I?'iNTr,SS WWHEREOF, the undersigned has caused this instrument to be executed on this Ccay o► 199 Zyt : SAFEWAY, INC., A DELAWARE CORPORATION S 1A! F OF CALIFORNIA C 0 U NT Y 0 F ALAMEDA ' ~ SS I cerci fy chat I know or have saasfactory evidence that " is che person who appea.red before me, -and said. person acknowledged tiat -(he/she) signed this instrument, on oath stated that (he/she) was authorized'to 'exec.ute the instrument and acknowIedged it 2S 1he Of Safeway, Inc., a Delaware Corporation, to be the iree and voluntary act of such party -for the uses and purposes tnentioned in the instrument, DGced; Notary Public Yn and. for the State of California ~ ICS1d1I7g at _ Oakland ro fway\form slrwd e ed\km.b ~yr . i~ . , - - - - - - - - - ~ ~ - - - - ~ - - ; . ~ - ~ _ _ - _ - - _ - - _ - - _ ~ , tj~ d - - , ~ - - - - - - - - - - _ - - : ~-~C - - 73._-~--(~~ ~ ~ .A 4°!-1`,l -P... //L» 'of - ~ ~Y~~ _ ~ - - - - . - - - - - - - - - - - - - - ~ - - - - - - - - . - - - - - - - - 4,~ Ob~~`~``~L (_Zd~ t o - - ; b _ - - ~ ~ ~ - ~ _ ~+1f.-,~ ~ ~ ~1 ~ ~ c~~ ~ or-; - - - ~ ~ . _ ~~,e~~ ~ - . ~~r ~---~r=~ l n 2 r~~ ~ _ ~9A ► ; - - - ~ ~ - - - - - - - - - - : ~ - - - - - - - - - - - - - - - - - - - - - - ; - ; j - - - - - - - - - - - - ^ ~ ~ - - - - - - - , ez - - - - - ~4 . ~ - ~ - - - - - ~ ~ 0 V1'-"D - - - ~ - ~ - - - - - - - - - - - - - ~ ~ c - - - - - - - - - - - - . ~ • - - - - - - - - ! - - ~ - - - - - - - - - - - - - i ~ I I ,~r ~ 'I • • ~ 1 ~ u o 7 ~ i ♦ - - - - - - - - - r, ~ ~ % -~t!.~ / ~ kttc,-c A ~J o - - y _ - - ~a v~• _y-~i~_ n -e t•f ~ n c.L - - } - - - - - - - - - - - - - - - - _ - ~ - - - - - - - - - - - ---a----- - - - . - - - - t ~ ~ , - - - - # - - - - - - - - ~ p - ~ - - - - - - - - - - - - r - _ , - - - - - - - - - - ,Q ~u --4- 4-- ,r ~c - - - - - - - - - - - , - ~ - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - ~ - - - - - - - N , a~ ~ - - - - - - - - - - - - . - ~ SENT BY ~,U. S. I,(VTEC. 1NC. ~ 3-31-94 :12 :54PM : PORT ARTHUR. TEXAS, 509 32434784 1 r 10 . . - ~ I~.s.~ntec Enc. ' 1212 6ts$ Orive/o p. 8os 284S Pori w.thur. Te:as 77643 409•7244024 bM-231-4631 ~ In Taziis 80a392-4216 ' TtcsY e87913 i ~ fax (409) 124-1348 ► , DAI'E : MOWCW 3l , 1 WF MR . Ep PAR2y , pCONS l~~r.lE'cK ~Q l•fFi2 ?0 : :5fAkfiAf46 Cb,v AkM'r 73A/ f ROli : J Fj;;% #esf Aka QACES TO FOLI.UW: ~k!"lxr ' ooMfxrs: R.~F = ig-ae,~ ~~s ~ ~-a8 sw-~c.~ . 7N Pu r-pdr~r Aa'rxr,.44 /ev Q,-rA Pc2X1pv1c3 . ~►J1L ~ L,~,tfc~► ~ ~7' ,Rl~~/~ 'T~~ C ~&v~~~r 1.~~ c r _ >Otcr ,F~~cr-~ f~'1v`-1 C~v ~-sT~~✓S tsi-S~' r~G~~'c ~~f . ~ c~~T av~ 2~s.~~ ~v~ ~ P~L - • r 7'z Ar' (2-4Qff9a 35-9-7 -5e -?t,r~ , SENT BY :.U. S. I,NTEC. I NC. ~ 3-31-94 :12 = 55Pi11 ~ PORT ARTHUR, TEXAS-► 509 3243478 2t 10 INC.:~rlt . . . . Roofing waterproofingProducts . , ~ ~ . . ~ . ~ . . T'elefax . ~ ~ ~5.eptember 2, 1.993 TO: Paul.,Turner ' FR4M:. Jef f Hughes ~ ~ , ~ • ~ . ~ ~ . , . . . , . . . . . . . ~ ~ Subject : ~i~at'erial Leaching' We have eveluated both out ~BRAI and BRAI'f FLEX. pzodup, ts S,s wel l- as ~ our' asghalt *us'ing the EPA (TCLP) Toxic Charac, teristic Leachinq Procedure. This xas don'e by an independent testing laboratar*y., ~ and 'they, found nothing above the (EPA) regul atory 1 imits . - This testing xas done 'because of concerns here in Texas that . gtound water at -rnuni cip.ai 1 andf i 11 s might become contaminated by ~ . our products. This riow is not 'a concern. -I f you have any questi ons,*.P~1 ease f eel f ree to contact me. J'ef f Huqhes Project Enqineer. . ~ -,JH/ kr. , . , , . ~ • ~ 1212 Brai Orire • P. OL Bmc 2845 • Ftrt Atfhur, -bras 77643 . 4QB-72+1-7024 • t-M*23'!l-4691 - Fex4a8-724-2M ' ~ • • . . . . ~ ~ ' ' • WntCel SerMoes 14=-62449M • Ta&Mieal Fot 400-727-2231 ~ ' • : . C,eMsl Orde► De~partnrient 14S00..3384?9'78 ~ ~ . • . . ~g.TNUR • T~x~s~ ~ ~ : , Et~;TEC, t~C y ' ' . ~ ; ' . . ; _ . , .4 ; . . ; ~ . . S• . ' . ' . . . . , . ~ . , . ~ . . , . , . ~ ~ ' ~ , . • . , , . • ` • • ~ ' . , ' . ' ' =~CE,~3 • , • _ ' . ' . ~ . • 1 ' 1 ' ' • • . ' • . ~ . . 119C ` ' , ' r ~ ~ • . , ~ . : ` ~,yT2C~'L aC ' ,1 • , . i • E~~g A1? . ~ ~ . . ' . . r ~ ' . , r , . . . . , . , . , , , , . R~ Cg~pogT Q 13 ~ 4 . ~ , . . : ~ . . ~,ABO-T°'. . , - , ' ~ 1oe# ~~$d s • ~ . ~ ~ • ~ , ~ . ~ ~ tP•oN~~'~T ~ : ~ ~ ~ • . ~ i t o . • . ~ ; . , . , . A.~o~yo ~ ~r ST~TqiII ~ ~ ~ ~ . . ~ . . ; ~ , . • : , ~ Cli . . • ' . ~ o~ ,L2,~,~,4 . , : , r . . •p.0-' $ . . a-7-726~~.1'~►4 ' , , ~ ~ ~ ~ ' ~ ~ T~t • . ~ ~ , ; . ~ ~ . ,~alt r ~ , . • ~ . . ' ~ , . ~ , . ' , o~of i.Y'q go1i$ g ~ . . 8~ r . • , ' ' 9 3 . . . • ~ . ; . . ~ , , ~ ! . ' . ~ • 06.1 ~ ~ • ~ . , . . . . ~ ~ ~ ; . • a~py~D . ~ ~ . ' , , ; ` , . , . ~ ~ ~ D~►, ~ . ~ . . . . . Ut _ ` ' . ~ ~ • D ~ C . . . ~ ~ . . . . . . ~ ' ti • ~ . • _ 0601 I g3 , , , ~ . . . . f ~EiVED sc , . ~ , . . . i Le~►~n lBg D~T~. act~eY sg'Ai$t c;:.v,c►~a t~' C~la~ilgs. ~ , . . . YSISz CLp~ ~vo L' . ~ , ~ . . ~ . ~T , . ~ ~ ~ . • ~ ~ ~ ~ • . . ~ Y ~ . . . . . ~ . . . , . . , . , , : . ' . , . ` . ' . . , . ~ , • . . ' . • : ~ . ' , , • ~ • . ~ i ' , • ~ , . ' . , ; ' ~ ~ ' ; . ' • • ' i , • ' , • + ~ • • . • , ~ ' ~ ' ' . , . . . ~ ~ ~ • ' . ~ . ~ ~ . t , , . ~ ~ ♦ • ' t , ` ~ r / ~ ~ I ' DATE ~ ~ ` . ~i. . ; J~y~{~ ` I((JJ' • rr. . • . ~ ~ . . ~ ~ ` ' ~ • , ~ / ' ' ~ ~ • ~ 1 . ~ D sY AppgavS •F . ` • ~ ' , 1 • ' 1. + . . J ~ , . • ' . . • r i . . • ' , SENT BY =,U. S. l NTEC. 1NC. ~ 3-31-94 :12 = 56P1i ~ PORT ARTHUR. TEXAS- 509 3243478 4/ 1 Q . . ' ' ' ~ ; i • ; ' • • . ~ • ' - , . . . • ' ,~i EARTH ANALXTI'CAL SCZENCES,. INC.• Page • 2 of.,,.8 . ~ , . • : 011ent,: , -APOLLO .-ENVI RONMENTAL JOB# 0 6,0 ~~3~- 4 , . ~ • , ~ . . ' ~ ' . STRATEGIEB, ' INC. ~ , ' ~ ~ . , ~ . . • . . ~ . . ' • , ~ i ~ ~ . . ~ ' ' ~ ~ . , . I . ~ , , , ~ 1 , • • , . ' . . , , . ' • ~ , ~ . . , : . , . ~ ' ~ • SAMBLE ID: B: Q0I-025 8H8 ROOFZNa : MATERZAI: ~ ~ ' ' ~ ~ • ~ C. ~ II6I-026 APP ROOFINa MATERIAL. • , , ~ „ . , , ' • . ~ ~ D t ~ VSI-027 ASPHALT ~ . . . . . ; . , • • • , . ' , . ; • , . ~ ' ; • ; , , , ' , ' ~ f . , , . ~ . . . . I ~ , • , I . ' . ~ • , . ~ . . . TOXICITY CHARAC~TERISTIC LEACHING.,PROCEDVRE (TCLP)r:,•~ . . ~ , ~ . ~ . . , . • ~ , . , ~ . . ~ ~ ~ . ; ~ ~ , ~ . ~ . • . , . ~ ~ ~TCLB VOL2TILES , ~ . ~ ' ~ ' ~ ;Al 1 data reported in; mg jL . , . . , unless otherwise derioteid ~ . ; ' ; ~ : . ' ~ ' ~ ' ~ ~ , ' , . , , . ~ , , • • • • ~ ' ~ t / ~ ~ . ~ • ~ . ~ . ' ~ ~ 1 ' ~ . ' I ~ ~ , ~ ~ , ' ~ ~ . ~ ~ . • ' . ' ~ ~ ; REaIILATORY DET': . . ~ ~ ~ PARAMETER 4H 4C , 4D ~ ' LIMIT LZMIT . . , , ~ • . , • . . . Bon2 ene : ,BDL . 'BDL BDL; 0.5 0.05 . . , , ' 4 ' I ~ ' , ' , ~ ~ • , r , CarboA ~ ~ ~ ~ ; , • ~ ~ ~ . . ` , . ~ . ~ ~ ~ ~ ~ ' ~ , Tetrac'hloride BDL BDL BDL 0.05 . • , • ~ . ~ ; . , • • ' • ~ , _ . ~ ~ • Chiorobenzene BDL. BDL 100 , . . . . , . . . • , . ~ , • . . Chloroform BDL ~ BDL BDL ~ 6.0 0. 05 ' . ~ t . , , . . . . „ . . . . , , . 1 i2-DiiChlOZO- et-hane BDL BDL BDL ; . 0. 5 . , . . . , . . ' ' . . ~ . . , . , . ; ~ , , . 1~,1-Df ChlOrO-- ethene , . BDL BDL 8DL ' -.0, 7 0.05 ; ' ~ ~ . . . , • : ' ~ ; ~ . . . . Methyl Ethyl , Ketone BDL BDL BDL . 200 , . ~ 110.25. . , . . . , . , . Tetrachloro- ~ • ' ~ ettiert~ . ~ ' BDL BDL ' BDL ~ .0.7 0. 05 ~ , . . ~ . . , . , ~ . . ~ ~ . . ; , , . . . . ~ • , . . . .~r. . . , ~ Tric;hloto-, • ~ ethene~ ~ BDL BDL BDL ~ 0.5 ~ • 0 . 05 . , . ~ r ~ . . i - • ~ . , . . • ' ' , ~ ' • . . ' ~ , Vinyl, ~ Chloride. ' BDL , BDL BDL ; 0.2~ '0.10~ . ; ~ . . . , ; . • . ; , , . ~ ~ ; . . . , . , ~ .i : : " ~ . . ~ ' ' : ~ , , . , . , , ' , ~ ' ' . ~ . BDL = Below betection Limit . , ' . . . . , . . . . , . . . ~ ~ • . , ~ , ; , ; . , , , . ' 1, • . , ~ ' . . , . . : i1. ~ . • , ~ . . ~ . ' ' ' ' ~ ' • s ' , ' , • ' . . . ~ , • • , • • ' • ' . ' ~ • .I' • ; ' . , ~ . . ~ ~ ; • ' ~ i • • • ~ . . • • , . , ~ ~ ~ , , , i • ' ' . . ` • • , , , ' SENT BY-U_S_ INTEC. l~C. ~3-31-94 ;12=37?M ~ PDRT ARTHUR. TEXAS- 50n 32434?8~# 5I1~ . . ~ ; , : ~ ; • ~ ~ ,i . ' ~ . ~ ~ 4 . ' ~ , ' . . . . , . . . • ' • , • , ~ ' , ~ . • , • i' ' ' , . • , I , . . y . ~ I ' ~ . ' ' ~ , • . { , , ' ' • . ' ~ ~ ~ i . • ~ . . , . . , ' . ~ i , . EARTH ANALYTICAL` SCIENCES , INC. -Fagq 3 of' 8 Clierit: APOLLO' Ei~IRONMENTAL JOEr# 06023 -r9 BTRPiTEGIE9, INC. ~ •4 ~ . . • • _ ~ , • I ' ' I ' • ~ - • , ~ , ~ . . :SAIdPLE ID: 0: VSI7025 S8S RooFING ;KATERIAL _ . , , ~ C t Q8I-026 ~ APP RooFINa MAT$RIAL . . ! . , . . ; . D: ~ . USI-027,.3~~PRALT ~ , ~ , - ~ • _ , ~ . ' • . ~ ' • • , ' ' - . • ' '4 : F ' ~ ' " t TCL~ 82141-VOLIi'IiILES- all .data repvrted in rng/L unless atherwise denoted ' • ' a • ~ ~ ' ' ' Y 4 S • + • 1 + • •4 5• + REGDLATORY : IPET• ' ' . F. .pARrAKETER.- 48 ~ 4C 4D I1~iIT tl Hi ~ , ~ L ~ . , ~ . ~ , ~ • ,t ~~r-idine BDL BDL SUL . 5.0 0.01 , • : . • , . . ~ • . , ~ ' - ' • , , , , ' 1, ~7DlChioxo- , ~ . ; , ~ ~ ~ _ ~•r, ~ ~ ~ ~ . benzer~~~ , BDL BDL F3DI, ' 7.5 1 . ~ } 1 + . . , . , y , • ~ w O-L'`~beo]. . BDL' , BDL . BDL 200~ .~'~f S • " 0. 01 j i ~ f5 , . ~ ~ + , ~ ' ~ ~ • ~ • m,p-Cresol' ~ BDL SDL•, $DL• 2'0 0 • ' A0.61 ' " ' i , ' ~ , ~ , , ~ • ~ ~ , ~ . . ~ . • . ' _ ' ~ . . ~ , 1 4 ~ Y ~~XaChltirdp- ' , , • ' ' ' , ~ ~ . ~ ' ' , ° e~thane BDL BDL ~ BDL . ~ 3.0 ~ ~ ~ . ~ 0 : ~ 1 ' , ~ J ~ . ' ~ ~ . . 4 ~ . - , , 1 ~ ~ ~ f ' ' ' . ~ ~ ' . 1►ii:tr0ber1zqh@ . , BM ~ BDL ~ $DL ,24 0.01 • ' ~ • , . ~ ~ ~ . ~ . < < . _ . , . • ,Hexachlo-ro-, ,,h~tit~adfene ~ 8D'L BDL BDL ~r 4 . 0 O l . „ ~ ~ . , . , . • , . . 4 , , , • ' • • 'J'~ ~~y.t~„'~'r, ~i' 5 ' ' ` ' • . ,.I• ' + ' '+i . + • . ■ "chlorophendl ' BDL- DDL . BDL . ~ 2;. 0 - . . ~ 0.01 ' . ' . , ~ . , , , . ~ 2 0 4 # ~-tri- ' % Qhloraphenol • BDL ~ BDL BDL 400 -0. 0,1 ~ - ' ;2 , ~ -Dinitro- . . . . ~ ~ taluerie BDL BDL BD L 0.1~- ' y • ~ . • ' . , ~ - , . { , ~ , ~ ~ He)CaChloro f , • , benzenQr • . ` ED1J EDL BDL . • ' ' I ; , , . ~ ~ , , ~ ~ ~eritd4'hlaTD- ' ' ` ~ , ~ ' ' , .r ~ , , , , . ' • ' , p11eno1 F3DL : ~ BDL BDL . ' 100 ' ' ' . .0 . 01 , . ~ , . - • ' • ' ~ • ~ ~ • ~ ~ ' " . F ~ ~ . : 1 y , • ' ~ ~ ' i 'I ~ ~ r e ~ ' • • ~ F . ~ a ~ ~ ~ • - a r . . . ' ~ r ~ , • , ' ~ ~ ~ . . • • • , ~ ~ ' ' ' ~ BDL ~ Be lvw Detection timf t ~ ~ ' ~ , . ~ ~ , ~ ~ ~ . ~ ~ ~ ~ , ~ ~ ~ - • , ~ . , . . . . . , ~ • , . . . . ~ . , , , . . . ~ ~ , ~ , ~ • . ~ • . . • . . ~ : ' . ' • • ' • , r~• . . ~l ; ,yl ' ~ ' : ~ ' ' • ~ , ' . , ~ . ~ I t. 4 ' ti , , ' ' ~ ~ . ' • ~ ' i ' , ~ ~ . , ' ' • , . . ~ , • b~~i ' ~ ~ • 1 , . ' ~ • ~ ' ti ' . . ~ • 5$P~i ; ep~T ~ , ~ . , ~ . ~ . ~ , ~ , 1NTE~' iNc. 4 Og q p J4 # . . ~ES ~ .INC _ . , CAL SCIEN ~ME.NTp,3~, . . . . , , . . . . ' ~ `t~ ~T,4 ELN=g~~C• . ' ' , . . ; ~~~►FDI' ' EGIES ~ . ; , ~~`ier►t . ~Tg~►T ~ 4 ~TEg~,~'y ~ , ~ liop~ JIa , . . ~ i .!LIgl-QZ 6 App ROoF . , . : . . I~ = - 021 ASpv.-NLT ' P ~ ~$s ~ CgDURE tTCL . ~ ~ . ~ ~ ~ . ,x,1146. pg0 : . ~ ~ ~cT, . . . . ERjS`rsC CzTY NCS~► r ,ET~►L8 . L . t . . • , ~ T~X~~ ~ ' . • , ~ TCLp M e~ dat Yepori$e den , oCed aQtheXv unless EG~LATC~gY . LIZiiI'~~ ~ • , , , . 4~ • , . . 0.002 ' • . , , . ' aC ; 5;p~ ~ ~ . ' . . ~ ~ . ~ , . • ' ~ 48 ~ . . ~ ~ ,~,p~, , . • o . ~ ' . . ~ . TEg 100_0 ~ ~ . ~ ~ ~.o~~• 02 . ~ . • • . , ; .,1~ BDL . BD r i - a . , . ~ , ` , BDL BDL, , o L • ' . . , • .'r. . , ~ . . . . ga~l .t . 8DL ~ $qZ,, BDL g , o . ~ 10 o 0 o g~ . ~ ~ , . . , . ~,L . p.. . , 0. . Chromlu~c►. p .:2 , ~ . $gL o ~~02 . , ~ . . . . . . . a.~ ' ' ~ B~j' 1, • ~ . . . , . . . °r . . Le ~ , • . ~ BDL 14er~urY $DL . 8~L . . 5 , p . . ~ , + , . ~ . ~ , . , . . , : , . •o 4 S;e1e-. r o . . . ~ . ~ , . , . . . . lve,. ~ ' ~ : , _ ~ ; ~ , ~ ~ ~ ' ~ , , ~ ~ ~ , ' ~ . ' ; ~ • , ' ~ ~l,.ml.t . ~ , • ~ y ~ ' ~ . , ~ , • ~ Detectlon Bel° . . ~ , • • , ~ ~ ~ , t ~1 . . . ~ ~ ' , 1 , i r . . ~ ~ • i 1 . ~ . • • ~ ~ . , . ~ ' . ~ ~ ~ ~ ' , • ~ ' ~ . ' . • y ~ • ' . . ~ . • • . . , . . : . ; , • ; - , , ' • • ; ~ • ' , , . ' . ~ • ~ , . " . ' . . ~ ' . . . . . . . . . ' ` ~ 1 .I ~ , ' , t .t ' , , • . . . ~ ~ ,1 ` • ' ' ~ • ' ' _ , ~ : . . ' . . ~ ' . , ' , • , • " . l • • ' ~ ~ , . . . . . 1 • • ~ . ' 1 , • . . . ~ , . ' ~ , . . SENT BY = U. S. I NTEC, I NC. ~ 3-31-94 ;12 = 58P1i ~ PORT ARTHUR. TEXAS" 509 3243478 7t 10 ' ; ~ ~ . . ~ . . . . • ~ . . . , ; ~ . ' . . . , . ~ . . ~ . . , . . ~ . . . ~ . ~ . . . . ; . ~EARTH ANALYTICAL -SCIE~IC,ES, IN.C. - 'Page .5 of ~ 8 ' . . ~ . • ' • Cltent: •APOLLO ENVIRONMENTAL JOBA 06013-4 . -8'1'RATEGIEB, ~ ZNC. . • ~ ~ ~ ~ ~ ~ . , ' . . ~ , , ' • ~ ~ ~ . ~ ~ . . ~ ~ ' • ~ ~ ~ ~ . . 'f ' ~ , , ~ . ,METHODOLO(3Y ~ ~ , . ~ , , • ~ , ' . . . ~ , . , • . • REPEREHCp8.t Test Methods for Evaluating.Soli Waste~ ~ • ~ . . Physical/Chemical Niethods, Sw-84 , ~USEPA ' • ' ' . ' ~ 3 rd, Ed it i oni, - November 1986. ~ ~ . . • ' ~ ' . . ' ~ • ' ~ , • ~ ~ , , ~ • ~ . ~ " Federal Register, Part II,. 40 ~ CP'R Part 261 . ~ , . ~ et al., March 29, 1990; .with •continuous , ~ . upda.tes. ' ~ , • • • • \ \ ! I , ' , ' ' i • ♦ ' ~ . . , ' . . ' ' . . • 'DATE/T2KE DATE jTIMg, • ~ ' , , . ~ . PARAMETER ' METHOD EXTRACTED " ANALYZifl? ANALYST • . ~ k f . . , . . , TCI;'P V0 1~atileS ' .8240 ' N/A 06r28-9~3 MA* 1904 TCLP Semi-Volatiles 827'0 .06-08-93 .06-'1*2-9,3 ~ MEP iooo ~ 1400 , , . . . . , , ~ . . . ~ ~ . ~ . . . . i ` . . ' ' ; • ~ ' ~ • . ~ . ~ . . DATE/TIME • DATE/TIME . • ~ • : *ARA-METER METHOD . ANALYZED COMPLETED ANALY8T ' ~ , . • . ~ ~ ' ~ ~ ' • . . ~ . ~ ~ ' TCLP -HETALB: . ' % • . ~ . . ~ ~ , . ~ • ~ \ . ~ . . • . t . . ` Arsenic ~ 70460. 06-15_93 . 06-15=93 ~ :SWR . ~ . 1430 1615;. ~ , . . ~ . ~ ' ~ • • 8ariu#n 7080 06-09-93- 06•1'.09-0 ~ BWR ~ ~ • ' . , . • ~ ; ~ , ' 1600 1630- Cadmium 7130' ~ 06-09-93 106-09-93 ,BWR'- ~ , , • • ' : , ~ ~ . ~ ~ ~ 1430 150; Chromium 7190. ~ D6-09-93' 06.-09-93 . • BWR . • , , ~ , , . , • • • ` ' ' ' . • 1530 1600 ' ' . • ' : , . ' Lead . . 7.420 ~ 06-09--~93 , • 06-09-93 BWR. . . ~ • . ' ~ 1500 ~1530 ~ ' • ~ ~ ~ ' . , . ~ ~ . Mercu,ry 7470 06~-04=93 ',06-04-93 BWR . , i ~ • ~ c 1000 • ~ 1100 ~ . , ~ ~ • 7740 0,6-17--93 ~ 06-17-93' ~ 8WR ~ ~ ~ . . , . . 1100 13001. ' • ~ . Silver • 7760 . 06-09-93 ~ 06-09-93 ~ ~ • BWR " ' ~ . ~ ' ~ , • . ~ 1400 1430 • . . • ~ , , . . , 4 . , . , . , ~ . . ~ ; . , . : ~ . ' ' , ~ ~ ' • i . . ' ~ ~`I . ~ , • ` • , I . : . ' ` • i . . ' ' ' ' • ~ i ~ : ' . . . ~ . • ~ i• • • ' , - , • . 1 ' ~ ~ , • ~ " . i : ~ , I r ~ • ' ~ . ' , ' : ' ~ ' i ! • ' ' . ~ • . • 'i SENT BY: U.S. INTEC. INC. ~ 3-31-94 ;12:59PA! ~ PORT ARTHUR. TEX.4S--, 509 32434784 8/10 , . , . ~ I , ~ , • ' ~ . • ' ~ ' ~ , • , ~ , . ~ , • • ' , . • ~ . .,4 , ; . ~ . • ~ ~ . . ~ ' , ' . ~ • . . ~ ~ . , FA,RTH 'ANALYTICAL SCIENCES; INC. Page .6 0T'' 8 ~ ~ ~ , ~ • ~ . ~ . • C lieint : , APOLLO ENVIRONMENTAL ~ . . ' , .JOB# O 6 o i 3 -,4 . . . , • BTRATEG.IEB,: INC. , . • ; . . . ~ ~ ~ . ~ . . , . . ~ , ` . , . . , ' , . . ~ ~ . ~ . , . . • • ~ ~ ~ • , ~ ~ ':,i ' • : ' ' ~ , . . ~ ~ • ~ 4A/QC -REPORT ~ ~ , . ~ ~ ' ' , • . ~ • . . . • / , ` , . • ' , ' ~ ' ~ , ~ , ' ~ ~ ' , ' . . • . . • , ~ ~ ~ TCLP ' VOLATILEB • • • . ~ ' ~ ~ ~ ~ ` ~ ~ ~ • ~ MATRIX DUPLICAT.E/SPIKE ANALYSZB ~ ~ ~ ~ ~ • ~ (ug/~L) . ' ~ ' - . ' , . . . . • ' , ' I . ' S . . . . . ~ • : • . . • ~ . ` , . MATRIX MATRIX :'BPZRE~ . , . . . ~ . . . BPIKD SPIK~~E DUP. ~ LE`TEL ' ~ , ~ .PARAMETER, ~ . . VAEC. ~ REC. uq/k*q ~ RPD ~ . . , . . ! Benzene . 124 , 111 ~ 5'0 ..0 ~ ~ • ~ ' , Carbon Tetrachloride 147. 127 • ~ 50.0 . 15 ~ • ~ Cb1 oroben~z ene ~ . 99 : -2 • ~ ' 9 8 . 8 ~ 5 0 0 0 4` Chloroform ~ , . .98.9 95.0 50.0 4;~.0 ' . : ~ . If;2-Dichloroetharie , 95.2 95.0 50.0 . ; 'O,. 2 ~ ~-Dichloroethene 358 ~ ' ~ . • 89,. 3 . 5 0 . 0 120'. . ' • ~ Methyl ethyl ketone ~ 104 123 ~ ~50.0. • .17 ~ ~ • Tetrach26roethene , 90.7 ~ 95.7 -50. 0 5'. a . ~ ~ ' . Ttichloroethene: 107 50.0 7 'vinyl chlor'ide ' . . 97.7 80.9. 50.0 ' 19' ' . . . ` . , , , . , , : , . , r . ~ . . . . , • , . . . . , . , ~ . ~ ~ ~ ' ~ ~ ~ ~ . ' . ~ ~ ~ • , ~ ~ . . . , . • , . . ~ . ~ , ' s• ' , ~ ' • • ~ • , . . . ' TCLP S'EMI-VOLATILES . . . ; . . °DUPLICATE BAMPLE-ANALY818 (mg1L) . ~ ' • • • , ' j , ' , ~ ' ~ ~ ' ' ~ . . . . • . ~ ' 1 . BAM-PLB DUPLZCATE . ~ ; . ~ , ; , ~ ' ' PARAMETER RESULT ' REBIILT ' • ~ RPD*k ~ ~ . . 2-Fluo=ophenol. • 45.21,. 55.37 20.2 . • Pheno 1-d•6 , . 3 5 . 6 4 • . ~ ~ ' ~ ' ~ . 45.00 Nitrobenzen'e-d5 . . 48: 51* ~ 59. 54 .20. 2, 2-w-Fluorobiphenyl 45'54 . . 60.92 2 . . ' ~ , . . , 4,,6, Tr i bramopheno l, 58.77 , 80.84 31..6, . , :.Terplienyl-dl ' 4. 51. 47 77.615 40.6 ` . . • ~ ~ ' ~ ~ ~ ~ . , . , . . ; ~ . . ~ , ; • , .,,1 ' ~ . ' • ' ' , , . RPD {Sample 'R6sult -;Duplicate Resu~lt} j { [ Sampl~.. Result + Duplicate Result] ~ 21 * 100 . , . , . . ~ . ~ ~ . A REC'. _ { [ Conc . of '.Spike - Samp , le - Samp le Result / Canc.. ~ S.pike Added-} * 100. . r . . , ' , , . ~ ~ . , + , . : 1 . • 4 . . ~ , ~ , i . . ~ , . ~ , , ' • . ' ' • ' . ~ ' ' . ' , i . . ; , ' , , ' , • t ' SENT BY=U.S. [NTEC. INC. ~ 3-31-94 ~ 1=00PM ~ PORT ARTHUR. TEXAS-, 509 3243478:# 9110 , . . , . , . r. . . ~ . . . , . . ~ • , , . ~ , ' , • . . . ' ~ • . , . ' ' . . • ~ . ' , ' ' ' , ' • . . . . ~ , . . . ~ , ~ , , ' , , ~ ' . , ~ , , • . , • ' , . ! . , ~ . 4 . : EARTH ANALYTICAI~ SCIEN.CES, ZNC.. ~ , Page 7 of 8-:.; ; ~ , , Client~: . 'APOT~LO PNVIRONHENTAL ' ' . -JOS# 060`13-4''. . • • • . ' ~ , . . . . . ST,RATEaIEB, I-NC. . . ' ~ . . . , ~ ' ' . ~ ~ ~ . . , . r; ~ • ~ , ~ ~ • ~ ' . ' • ~ , ~ , ' . ' . ' . TCLP SEMI-VOLATILES BPIKE SAMPLE 'ANALYSIS, , . 4 ~ ; • . ' • ~ ' • ~ • . . . ; . , ~ r ~ , , . . ~ . . ' ' • . ~ ~ . , ~ ~ BPIRE SARPLE BPIRE ~ • , • 'TiESULT REBULT - ADDED REC.. ~ ~ - ' ~ • • ~ . : • . ~ . • . ~ . ~ . . • . . . , : . . Pyrfd.ins 0.014 ~ BDL• ~ '0.100' '14f . ; ; 1,4=Dichloro- ~ ~ • benzene. ' 0.057 . BDL ' 0.100 ~ 57,'' ~ ~ • , . , o-Cresol 0.059 ~ BDL, . . 0.100. 59~ ~ . i~, ~-Cresol, 0.125 ~ 8DL 0. 2.0 Q 63 Hexachloro- .~e.thane . 0. 055 ~ • ~ 8DL 0:~100 ''55~ - , Nitroben2ene 0. 058 BDL . 0.100. . 58 . ~ ~ Hexaah;.ora- • ~ • • ~ butadiene 0.055, 0.100 '55 . a -`4~, g-Tri= . ~ ~ - . ~ ~ ~ ~ ~ ~ ~ : ; chlbropheftol : 0.060 BDL ~0.100 60* • .i . . ~ J~Li~ l~ • i , ~ ~ ~ ~ . ~ ..i. ~ . . . . ~ ~ . ch:lorophenol 0.066 ~ ' BDL 0.100 ~ 66. . , ; ~ . ' . . 2 , 4=p`initro- . ' ~ ~ . . ~ 'toluene 0.092 BDL O.~lOb' 92 ' ~ . Hexachloro- , ~ . . ~ • l~,erizene , Q.080. SDL ~ 0.100~,~ ~ 8'0. Pentachloro- ~ ~ • ~ : ~ ~ , ~ . r ~ ~ ~ - phe~ol' ~ 0 . 051 BDL 0..100 51 ~ ~ ~ % • . , ~ • . ~ , . . ~ • , ~ ~ ~ • • ; ! ~ • . ~ ~ _ ~ ~ ~ . . . ;1 , • i ; ~ . , , , . . ~ . , • , , ' . ~ . • . ~ • , . • ~ ' ' , ~ . • , RPD { Sample Result - Dupl icate Resu lt } { [ Sample Result: + D'upl icate 'Result 2 } .100 RE.C. . { [ Conc . of Spike Sa-mp le - ~Sampl-e -'Res.u,ltJ.' % Conc:. ' . ' ' . Spike Added}- 100 . . . . . . . , BDL a Belbw`Detection Lim~ft • . • • ~ • , ~ ~ . . , , • . ~ ~ , . • , • ~ ~ ' ' ~ ~ , ~ 1• , • . • i, ~ ~ ~ • • ' ' + ~r ' ' ' . I ' . , I ~ , ' ~ : , • , i , ~ ~ ~ ~ . 1 , . ~ , , i .1: ~ '1 . • j ~ ' ` ' ~ , . , , , . . . . . t . ~ , ~ . . . . , ~ ~ , , , . . . . . • , . . . . . ~ . , • ' . • ~ ' ' ~ • . . . ' ' ' . ~ • . ' ~ • . ~ , . • . ~ ' ~ . . ~ ' • ~ • . ~ . i~ I ~ ' ~ • ~ • ' ' , ~ • • , . . . , , ~ , . • • ~ , , ~ f . ' , . ; . . . . ~ ~ . . ~ . . ~ . ~ • , ' ' ~ . . • I , . , , ' ' . . ' , . ' ~ • • ~ ~ ~ ~ ' • ~ , • ~ ~ 1' ~ . ' ~ ~ • ~ ~ ~ i , ~ ; ~ ' ' ~ ~ ' ~ , , . • ' . ~ ~ ' ' . . ~ SFNT BY =IJ. S. , 1 NTEC, I NC. 3-31-94 ~ 1: OQPl1i ~ PORT ARTHUR, TFXAS, 509 3243478 :#10/ 10 . . , . ~ . , , , ti.. , . . . , ~ ~ ~ ~ , . ~ ~ . : ' ' . ~ , . ~ ~ ~ ~ . . ~ ~ ~ ~ , . ; • . • . . ~I ~ , ~ • ~ ' ` . . , ~ , . . • . EART) ANALY.TICAL SCIENCES, 'INC. Page 8 of ~ • 8 ' t~ . . Cl-ient: APOLLO ENVIROIdMENT,AL JOB# 06013-4 ~ ~ ; . ~ • . ' ' . ! I • ,ST,RATEGIE8, TNC. ~ ' . . . ' ' . • ~ , ' ; . , . , , . , . . . . . ~ • . ' • f • ' • , , . • • i ' . ~ . ' , ~ : ' i• ~ • . • ~ . i ~ . . ' ' ~ , ' ~ ' ~ • • ' • ' • ' ' , ' , ~ ' . TCLP METALS ~ ~ ~ ~ ' ~ ~ . ~ DUPLICATB , SAMPLE ANALYSZ8 • • ~ ~ . . ~ , ' ' • . ' ~ • ~ ~ . , , ~ . ' . ' ~ ' . : ; . . , ~ ~ ' . ~ ! ' ' ~ • ' . . ` ' ' : . BAMPLE . DUPLICATE. . . . , PARAM~TER'* . ' `RESULT ~ . RESUtT ~ ~ . RpD ~ ! ~ • ~ ~ Ar3en-ip, u L 12 0 . 7 : ~ 21. 4 Barium,. q/L 104.0 10249 ~ ~ ~ • 1:~1 ' ~ ~ ~admium, mg/L 0.86 0.84 2..,;4' ~ . . , ' . , ~ . . ' Chromium, mg/L - ' 0.50 . 0. 49 ~8 Lead,•. mg/L'- • 1. 7.7 1.82 20 Mercu~cy,' ug/L 5.6 . - 5:,6. ~0.0 Selenium, ug/, L. - ~ 17. 4 017. 9 ' 208.. Si-1ver., mglL ~ , 0. 93 ~ . ~ 0.:83 ~1,1,.4 ~ . , . , . . ' ~ . ~ • ~ . ~ . , . , . . . . . . ~ , . TCLP METAL8 ` ~ ~ ~ ' ~ ' ~ • ' , . ~ ~ . . ' . . . , . . ~ , SPIKE BkMPLE ANALYSIS • ~ ` . • , , , ~ , . • • • , . , SP,IKE , . ~ BAMPLE,. SPIKE , ~ ~ • . ~ . PARAMETRR REBULT . RE3ULT 1 ~ ApDED ; -RECr. r~ ' , ~ ~ ~ . ; , , " Arsenic, ug/L' 21.1 . ~ ~ SDL. ~ . 20.0 ~ -106 :Barfum; mgJL-. • . . 103'.5' ' 3 .9', • ~ ~ 100.0 , 1,0 0.. , • ' ~ ~ ~ ~ Cadmium`, -m§/L 0~.,85 BDL 1.00 85 , ~ ; , ~ , . Chromiummg/L 0'.50 o.~i4 . , o. 50' . 72'~ ~ ~ . -ead, mg/i . 1.80 'o. lo "2. op* 95 Mercury., ,uc j L : 5.6 BDL 5.0 ~ 11.2 • ~ ~ 'S.elenium, ug/L • 17.7 BDL . 20•.0- . 89 ~ ' ~ . ~ ; . . Sil.very, mq/L ~ . 0.~8~8. BDL 1.00 . . . , . , . , , . , , . , . . ; ~ . , ~ RP•`D (Sample• Result Duplicate Result) { [Samplb".', • ' ' ~ . . ~ . , Result + Duplicate Result ] 21 100 ~ ~ ~ ~ A REC. { [Conc,. of Spfke, Sampl~.e - 'Sample Result] / Conc. ~ ~ . ~ • ' ~ S~p~ike , Added} * 100 ~ ~ . . , ~ . ~ . _ . ' • ~ , . . , 1 I ` ~ , BDL 8eiow Oetection Limit ' ' ' ' , . ~ ~ • . , ,i ~ r . • ' ; , . + . , ~ . , . . ' •t . . 1 I~ Y ! . . . . . ~ ; ^ • ' , • , • . ' . , , ~i i, , ' • . ' ' , , , • , , ' . ~ • , ~ . ~ • . . , . . . ~ ' . . 1 I , • . ' ' . i . . , ` ; ~ ~ t J `4 Z T.• -2 FIRST WESTERN DEVELOPMENT SERVICES, INC. Devetopment & Project ManBpement September 9, 1994 RECEIVED Paul Linneman SEP 14 1994 **VIA FACSIMILE** Plan Review Engineer SPOKANE COUNTY ENGINEER (509) 324-3478 SPOKANE COUNTY PUBLIC WORKS 1026 West Broadway Avenue Spokane, WA 99260-0170 PROJECT: SAFEWAY ON SPRAGUE AVENUE & EVERGREEN ROAD COUNTY REF NO: B94068 Dear Paul: We would like acknowledgment that the Spokane County Public Works Department has reviewed and approved the Grading, Drainage and Utility Plan for the referenced project. The deeds for the right-of-way dedication and the bond for the work in the right-of-way has been submitted to Verril Smale. Please call me at (206)776-6006 if there is anything else you need to complete this request. My fax number is (206)776-5777. I would appreciate it if you could fax this letter to me as soon as possible. Safeway wants to begin the site work and requires this acknowledgment prior to starting. Sincerely, FIRST WESTERN DEVELOPMENT SERVICES, INC. . Scott Shanks Vice President SS:mb escntypl 120 W. Dayton EDMONDS, WA 98020 `205) 776-6046 Suite D-9 F14X (206) 776-5777 FIRST WESTERN SVS. 1-206-776-5777 Page 1/1 Job 841 Sep-09 Fri 15:35 1994 FIRST WESTERN DEVELOPMENT SERYICES! 1NC. wveiopnmnt & Projoet Menarmnt '),7 Septernber 9, 1994 Paul Linneman "VlA FACSIMlLE" Plan Review Engineer (509) 324-3478 SPOKANE COUNTY PUBLIC WORKS 1026 West 6roadway Avenue Spokane, WA 99260-0170 PROJECT: MUW AVENUE & EyERGREEN RQAQ COUNTY REF NQ: 894= Deer Paul: We would like acknowledgment that the Spokene County Pubiic Works Oepertment has reviewed and epproved the Grading, Dreinege 8nd Utility P1an for the referenced atoject. The deeds for the right-of-wey dedication and the bond for the work in the right-cf-wey hes been submitted to Verril Smale. Please call me at {206}776-6006 if there is anything else you need to complete this request. My fax number is (206)776-5777. I would appreciate it if you could fax this letter to me as soon as possible. Safeway wants to begin the site work and requires this acknowletfgment prior to starting. Sincerely, FIRST WESTERN DEVELOPMENT SERVICES, IHC. ~ . Scott Shanks Vice President SS:mb escntypl 120 w. Dayton EDMONOS, wa 98020 (206) n"oo6 sun. o-g FAx 12061 n~-s - - - f~~ >S J06 ID: 013048 SPOKANE COUNTY TREASURER'S TAX ROLL - REAL ESTAtE AS OF OS/21/94 PAGE 3768 JOE ______23_25 44 S100fT Of P? Of Nul/6 OF NW1/4<8EG30FT S~30FT E OF N~ COR OF SEC TH 5291.2FT E123fT N291.2FT u123FT TO POB 452 45232.9016 COMAN, BEULAH 6 tOMAN/DAVEGA u S15 SPRA6UE AVE 801 TEXM=UNPD PROP=1070 SPOKANc, uA ~9204 ADDRESS UNKNOWN SPO T SASS= 1.00 CNSV1 1.00 vEED TD?400 22.700 LAND VAL 22,700 ASSR VAL 22,700 TAXABLE ~E RE= 365.68 ASMT 2.00 SASS .00 PP.ID 367.68 UNPO RE 94 ~u ID=U602 SV=COM1 1994 SW= 1.00 .00 PAID 1.00 UNPO SV DElO RE= 422.25 1992 435.96 1993 858.21 DELO RE 91 P 1501442 04/20/94 04/19/94 434.58 OuED 638.84 PAIO 204.25 INTR .O1 TOLk DEED~t=87000114~2 LTAREA= 15164 PROPCODE=1070 COMAN/DAVEGA 41 S15 SPRAGUE AVE 00801 SPOKANE, WA 99204-0367 ' ~ 45~ - 23 25 44 N351.2FT OF w403 FT EXC N321.2FT OF W153FT OF N~1 /4 OF N411/4 ~ EXC E248.65FT OF u 401.65FT OF N275.SFT 45232.90t7 COMAN, BEULAH 6 CO~IAN/DAVEGA W 515 SPRAGUE AVE 801 TEXM=UNPD 1 PROP=1070 SPOKANE, uA 99204 ADDRESS UNKNOuN $PO SASS= 1.00 CNSV1 1.00 WEEO E TD1400 68,?00 I.AND VAL 68,900 ASSR VAL 68,900 TAXABLE 94 u RF= 1,109.89 ASMT 2.00 SASS .00 PA10 1,111.89 UNP~ RE 1D=U602 SW=COM1 199G Su= 1.00 .00 PAID 1.00 UNPD SW DELO RE= 1,279.62 1992 1,321.21 1993 2,600.83 DELO RE 91 P 150]443 04/20/94 04/19/94 1,319.00 OuED 1,938.93 PAID 619.93 INTR DEED~=87000114j2 LTAREA= 45900 PROPCODE=1070 4S~ - ;Or~AN/DAVEGA w S15 SPRAGUE AVE 00801 SPOKANE, WA 99204-0367 23 25 44 P7 OF N~J1/4 OF NV 1/4;BEG 30F1 E~351.2FT S OF NWC OR TH E123FT TH S TO NL OF CMST P~P CO R/W TH u TO PT 30FT E ETC. 45232.9018 COMAN, 6EULAH 8 COMAN/DAVEGA ~ V S15 SPRAGUE AVE 801 TEXM=UNPD E PROP=1070 SPOKANE. VA 99204 ADDRESS UNKNOWN SPO SASS= 1.00 Cr~5V1 1.00 wEED 94 Tp1400 114,800 LAND VAL 114,800 ASSR VAL 114,800 TAXA9LE RE= 1,849.33 ASMT 2.00 SA55 .GO PA1D 1,851.33 UNPD ~E ID=U602 - Sa'=COM1 1994 Sw= 2.00 .00 PAID 2.00 UNPD Sw DELO RE= 2,131.41 1992 2,200.71 1993 4,332.12 DElO RE 91 P 1501441 04/20/94 04/19/94 2,197.73 OwED 3,230.66 PA;D 1,032.93 INTR 45~ DEED~=8700011412 j~~ ITAREA= 76500 PROPCODE=1070 SE( E COMAN/DAVEGA W 515 SPRAGUE AVE 00801 SPOKANE, WA 99204-0367 23 25 44 PT OF NV1/4 OF NW 1/4<8EG 351.2FT 5~153FT E OF Nu COR OF SEC TH E255FT TH S PAR TO WL TO NL Of CM STP~P RY R/W ETC. 1 45232.90t9 C~Gw, Ja~iES W CROu, JAMES w W 1005 TEAL AVE - PROP=5150 SPOKANE, uA 99218-2644 EVERGREEN RD S 205 SPO SnSS= 1.00 CNSV1 1.00 wEED TD1400 SS,000 LAND VAL 63,700 IMPR VAL 118,700 ASSR VAL 118,700 TAXABLE RE= 1,912.14 ASMT 2.G0 SASS 957.07 PAID 957.07 UNPD RE Su=COM1 1994 SW= 98.00 49.00 PA1D 49.00 UNPO SW 94 P 149543g 04/1S/94 04/18/94 1,914.14 OWED 957.07 PA1D _ ~EEDa=9523998 .I ~ YRBLT=7941 STRIES= .O1 UNlTS= 1 6ATHS= .50 BAREAI= 17480 o LTVTN= 110 LTDPTH= 500 LT.4REA= 55~00 PROPCODE=5150 0 ' **CONTINUED - x n N ~ LJ 0~ x ~ m ~ Q` • 6 J06 I0: 013048 SPOKANE COUNTY TREASURER S TAX ROLI REAL ESTATE AS OF OS/21/94 PAGE 3769 ,10 - CROW, JAMES V V 1005 TEAL AVE SPOK~NE, 41A 99218-2644 45 23 25 44 PT OF NV1/4 OF NW 1/4<BEG 30FT E OF WL 1~ ON SL OF CM StPEP R1' R/W TH S110FT TH ESOOFT TH N114FT TO SL OF RR ET~. ' 45232.9020 CROV, JAMES W CROV. JAMES W v 1005 1EAL AvE _ ~ - PROP=1070 SPOKANE, ~A 99218-2644 ADDRESS UNKN04►N SPO SASS= 1.00 CNSV1 1.00 WEED TD1400 12,100 LAND VAL 12,100 ASSR VAL 12,100 TAXABLE RE= 194.92 nSMT 2.00 SASS 98.46 PAID 98.46 UNPD RE 94 Su=COM1 1994 S~= .00 .00 PAID .00 UNPD SW ` - 94 P 1495439 04/18/94 04/18/94 196.92 OuED 98.46 PA1D E OEED~►=587736C W LTAREA= 12060 PP.OPCODE=1070 CROW, JkMES v W 1005 TEAL AVE SPOKANE, WA 99218-2644 23 2> 44 PT OF NM11/4 OF Nw 1/6<8EG 30FT E OF ~L Q 110FT S 0 F SL Of CMSTP¢P RY R/W TH SSOFT E150 FT N80FT 41150FT TO POB 45~ 45232.9025 CREACH, ~AYNE S CREACH ETUX, 41 5 E 14208 4TN 4VE TEXM=UNPD PROP=0000 SPOKANE, ~A 99216-2105 4TH AvE E 14102 SPO } SASS= 1.00 CNSV1 1.00 WEED TU1400 17,500 IAND VAL 4'1,200 1MPR VAL 64,700 ASSR VAL 64,700 TAXABLE RE= 1,042.25 ASMT 2.00 SASS .00 PAID 1,044,25 UNPO RE ;u=RES1 1994 Su= 10.00 00 PA1D 10.00 UN~ Sw 94 DEE~a=86J0006623 LAST SAI~ INFO: DATE=06/26/86 PRJCE= 65,000.00 Nl1M8ER=8600-6623 ~E YRBlT=1943 STRlES= 1.00 B~RMS= 2 6ATN5= 1,00 6AREA1= 998 ACRES= 1.640 PROPCODE=0000 CREACH ETUX, v S E 14208 4TH AvE SPOKANE. uA 99216-2105 23 25 44 u132.8FT Oi V1/2 Of NE1/4 OF SV1/G Of N1~1/4 EXC ~ 25FT OF S539FT 45232.9026 LUTIKO, DOROTNY R LUTIKO, DOROTNY R 80AR=Y 45~ PO BOX 14102 PROP=1010 SPOKANE, wA 99214 ADORESS UNKN0I~N SPO sASS= ~ .oo crvsv~ i .oo uEEO TD1400 400 LAND VAL 400 ASSR VAL 400 TAXABIE RE~ 6.43 ASMT 2.00 SASS 8.4~ PAID .00 UNP~ RE T 2E 94 P 1583104 OS/il/94 04/30/94 8.43 OWEO 8.43 PAI~ ;u DEEDp=5496338 LAST SALE lNfO: DATE=11/30/93 NUM8ER=9301-9631 ACRES= .100 PROPCODE=1010 LUTZKO, OUR0IHY R PO 80X 14102 • SPOKANE, VA 9921~ 94 23 25 44 E SOF T Of v230F T OF NS Sf T Of Su1 /4 Of S~1 /4 Of NW 1/G 45232.9027 R08ILLARD. JOEL ROBIIIARD, JOEL 5 601 EvERGREEN ST v~~ R'~4.~C9~ 02/13/~4 10/70/03 3G2.14 OwED 362.14 PA1D v..~ . 94 A 15S8235 OS/13/9~ 04/3~/94 1,6~9.07 O~E~ 819.54 PAID ~ASr SALE iNfO: DArE=02i23i93 PRICE= 120,000.00 Nur~8ER=9300-2996 ~ YRGLT=1992 STRlES= 1.00 BDRMS= 2 BAyNS= 1.00 BAREAI= 1238 ITVTH= S1 LTDPTN= 82 L~AREA= 4203 PROPCODE=1100 80NL, JANIS T S 315 CAIVIN LN SPOKANE, uA 99216 45232. CHERRY GROVE PUD ~'f 17 P 45232.1618 CARPENTER, BETTY L CARPENTER, BETiY L OMIT=Y SA S 32i CALVIN LN T014 PROP=1100 SPOKANE, ~A 99216 CALVIN LN S 321 SPO SASS= 3.00 C~SV3 1.00 uEED Tp1400 19,500 LAND VAL 34,800 1MPR VAL 104,3U0 ASSR VAL 104,300 TAXABLE 94 P 1 RE= 1,b80.19 ASMT 4,00 S.4SS 8G2.11 PAlD 842.08 UNPD RE Su=RES1 1994 Su= 10.00 5.00 PAID 5.00 UNPD SW 93 P 1444322 04/16/94 04/30/93 1,348.87 OuED 1,348.87 PAID 94 P 149G321 04i)6/94 ~4/16/94 1,684.19 OWED 842.10 PAID .O1-TOLR LAST SALE INFO: DA1E=08/17/92 PRICE= 115,0OO.OC~ NUMOER=9201-3393 YRBLT=1991 STfc1ES- 1.00 BDRMS= 2 BATNS= 1.00 BAREAI= 1238 LtVTN= 51 LTDPTN= 82 ITAREA= G203 PROPCO~E=1100 45232. CARPE~TER, BETTY L 5 321 CALVIN ~N SPOKANE, ~A 99216 CHERRY GROVE PUD ~T ~g P $P 45~32.161^ NORTHWOOD PROPERTIES, !NC CHERRY GROVE PUD N~hONRS ASSOC TD14 E 4606 MONTGOMERY tiVE PR~P=1000 SPOKANE, uA 99206 VACANT LANO SPO SASS= 3.00 CNSV3 1.00 WEED 94•P 1 TD1400 4,500 LAND VAL 4,500 ASSR VAL 4,500 TAXABLE ~ RF= 72.50 ASMT 4.00 SA;S 38.25 PAID 38.25 UNPD RE DElO RE= 47.91 1993 47.91 DELO RE 94 P 156525i OSI09/94 0%I30/94 76.50 OwED 38.25 PAiD LTAREA= 45067 PROPCODE=1000 - ~ CNF.RRY GROVE PUD NMO~RS ASSOC E. 9616 MONTGOi~ERY AVE SPOKANE, WA 99206 CNERRY GROVG PUD LT 19 (COMMON AREA) J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ O ~ ~ • - O O J ~ ti ~ x - m h M C~2 ~ ~ b J08 ID: 013048 SPJKANE COUNTY TREASURER'S TAX ROLL - REAL ESTATE AS OF OS/21/94 PAGE 3767 J06 1 45232.9004 CATHOLI~ 61SHOP OF SPO X* CATH 6ISH 0~ SPO 45232 X ST MARYS S 304 ADAMS RD PROP=7700 SPOKANE, uA 99216-2195 4TH AVE E 14605 SPO ~ SASS= 1.00 CNSV1 1.00 uEE~ TD1 TD1~00 153,000 LAND VAL 371,840 IMPR VAL 464,840 ASSR VAL 464,840 EXMP VAL EXMP=EX1$ RE= 2.00 SASS 2.00 PAID .00 UNPD RE Sv=COM1 1994 SW= 217.00 217.00 PAlD .00 UNPO SW 94 P 9~ P 1521723 04/26/94 04/26/94 2.00 OWED 2.00 PAID DEEDa=550628A YRBLT=1958 STRIES= .O1 UNITS= 1 BATNS= 2.00 BAREAI= 3806 LTAREA= 305867 PROPCODE=7700 CATH BISN OF SPO S 304 ADAMS RD SPOMANE, uA 99216-2195 23 25 44 BEG 258.7FT w OF SECOR OF NE1/4 OF NW1/4 TH u503. 9FT TH N627FT M/L TO SL OF R/u 0 F CM ST P~P RY TH E ALG S ETC. 4523~ ~5232.9005 CATHOLIC BISHOP OF SPO X* CATH BISN OF SPO X ST MARYS S 304 ADA'~ S RD S ~ROP=~i~O SPOKANE, ~r~ 99216-2195 ADAMS RD S 304 SPO rp~ SASS= 1.00 tNSV1 1.00 wEED TD1400 78,500 LAND VA~ 545,300 IMPR VAL 623,800 ASSR VAL 623,800 EXMP VAL EXMP=Ex15 RE= 2.00 SASS 2.OQ PA1D .00 UNPD RE 94 P SV=COM1 1994 S~= 329.00 329.00 PAID .00 UNPD SW 94 P 7521722 U4i26i94 04i26i94 2.00 OwED 2.00 PaIO oEEDa=737178A YR8LT=1968 STR~ES= .01 urvITS= 1 BATNS= 8.50 BaREA1= 4400 LTAREA= 157030 PROPCODE=7700 CATN BISH OF SPO S 304 ADAMS RD SPOKAN~, WA 99216-2195 232544E258.7FT S Of CM ST P~P RY CO R/W OF NE1/4 OF NWi /4 45232 45232.9010 CQMAN, BEULAH B COMAN/DAVEGA W 515 SPRAGUE AVE 801 TEXM=UNPD S PROP=1070 SPOKANE, uA 99204 SPRAGl1E AVE E 14024 SPO TD1 SASS= 1.00 CNSV1 1.00 wEEO TD1400 831,100 LAND VAL 831,100 ASSR VAL 831,100 TAXABLE Rc= 13,388.24 ASMT 2.00 SASS .00 PAIO 13,390.24 UNPD RE DELQ ID=~602 SW=COM1 1994 Su= .00 .00 PAID .00 UNPD SW DELO RE= 15,423.62 1992 15,925.36 1993 31,348.98 DELO RE 9i ~ 15~0686 04/26/94 04/25/94 15,909.31 OwED 23,386.69 PA1D ?,477.37 1NTR .01 TO~R DEEDa=8700011412 LTwT'ri= 456 L~DPTH= j50 LTAREA= 280440 PROPCODE=1070 COMAN/OAVEGA W S15 SPRAGUE AVE 00801 SPOKAAE, WA 99204-0367 45232 23 27 44 E456FT OF W8b4fT OF NV1/4 OF Nul/4 N OF CM STP~P RY R/W 45232.9015 MENEGAS, PAULINE MENEGAS PAI,LIiJE E 13107 STH AvE `T6~, PROP=1240 SPOKANE, WA 99216-0638 EVERGREEN RD S 23 SPO SASS= 1.00 CNSv1 1.00 wEED „ T01400 78,500 LAND VAL 31,OOG iMPR VAL 49,500 ASSR VAL 49,500 TAXABLE • 94 P' RE= 797.39 ASMt 2.00 SASS 399.70 PAID 399.69 UNPO RE ID=U502 - Sw=COM1 1994 Sw= 24.00 12.00 PA1D 12.00 uNPD Sw 94 P 7492547 04i1,~9~, 04~15~94 799.39 OwED 399.70 PAID DEEDp=8300282803 - . YRBLT=1910 STRIES= 1.C5 BDRMS= 4 BATHS= 4,00 BAREAI= 1726 Ltw1N= 100 LTDPTH= 123 LTAREA= 12300 PROPCODE=1240 ~ a vENEGAS, PAUIFNE E 1310? STH HVE SPOK/,NE, uA 99216-0638 ••CUNTINUEO u~ r~ ~ n~ oz ~ m Q7 FIRST WESTERN SVS. 1-206-776-5777 Page 1/3 Job 305 Jul-05 Tue 08:42 1994 . , FIRST WESTERN DEVELOPMENT SERVlCES, INC. Oevvbpment A "t Menegemenr Jufy 5, 1994 Mr. Yerril Smale Engineering Administrato{ SPOKANE COUNTY PUBLIC WORKS DEPT. W. 1026 Broadway Ave. Spokane, WA 99260-0170 SUBJECT: f-AST BPOKANE SAFEWAY SPRAGUE AVENUE b EVERG$~EN ROAQ ROAD FILE NO. 2644 4,2100 - R.O.W. DELQ,g Deer Mr. Smale: The deeds for right of way dedicatlon by Safeway heve an incorrect legal narrtie for Safeway. The correct name for Sateway is as follows: "Safeway 1nc., a Oelaware corporation." The notary statement should be changed for tne State of Caiifomia. Please revise the deeds as indicated on the enclosed copies and torward the revised onginal for signature to: Marilyn K. Johnston Senior Real Estate Attorney SAFEWAY INC. 201 4th Street Oakland, CA 94660 Piease call either me or SCOtt Shanks at (206) 776-6006 ft you heve any questions. Thank you in advance tor your assistence. Sincerely, FIRST WEST'ERN DEVELOPMENT SERVICES, INC. Po6t-lt" rand tax iransminal memo 7671 e°1{ ' Mack DuBose President C& q* ?I , IOJ °o• ~W ~ MD:rc o•w• Z= V 771, ESCNTYI2 )7 76 -4-~7 -7 EnGosures oc: Marilyn Johnston, Sefeway (w/enclosures) Rich Coetenzo, Sefeway (w/enclosures) Scott Shanks, F1rst Westem Development Services 120 W. Dayton EOMONDS, WA 98020 (206) 776-6006 Suito 0-9 FAX (206) 776-5777 FIRST WESTERN SVS. 1-206-776-5777 Page 2/3 Job 305 Jul-05 Tue 08:42 1994 - ~ . . . , 45232.9010, 45232.9017, Portion o! AeseesorB Parcel No. s 45232.9018 SPOKANE COUNTY ENGINEERIN(3 DEPARTMENT Spokane County, Waehinqton RIGHT OF WAY DEED IN THE MATTER OF 'south valley xrterial i RF NO. 2644 s 2312 ~ X:+.+G . KNOW ALL MEN SY THESE PRESENTS, that Safeway , a DE6wtyc' Corporation, For and in considorntfon of Mutual 8enolits, qrants and conveye to Spokane County, the tollowinq describad parcel oP land, situated in spokane County, state oP Washington, to-vit: The South 20.00 feet of the WesL 864.00 feet of the NorthWest guarter (NW*) of the Nozthwest Quartet (NEk) of Section 23, Toxnship 25 North, Range 44 East, W. M. lying North of the Chicago, Milvauke, St. Paul and Pacific Railvay Right of Hay. Located in Section 23 , ToWnship 25 North, Ranqe 44 East, W.M. TO HAvE AND TO HOLD ths eame, unto the said Spokane County for the purposes of a public road lorever. IN WITNESS WHEREOF, the undetsigned has caused this instrument to be executed on this day of , 1994. By, SAFEWAY STORfiS INCORPORATED, A iiASHZNGTON CORPORATION d,~t a 8y- STATE OF ) COUNTY 0F )ss I cercify chat I know or have satisfactory evidence that (is/are) the individual(s) who appeared befora me, and said individval(s) acknowledged that (he/they) signed this instrument, on oath state that (helthey) (was/were) authorized to exocute _ the inscrument and acknowledged it as the of 5.".fij2L*o- - Inc., a' Washfifbi4pen cozporation to be the free and voluntary act of such party for the uses and purposas mentioned in the instrument. . Dated this day of . ~ 1994, . Notary Public in and for the Stata of ti teslding at ~►~►e~~. o~l~ . f~-•C•~~ MY BPPolntment exptres: rof~~~~b~,uw4~vrl,qV~ FIRST WESTERN SVS. 1-206-776-5777 Page 313 Job 305 Jul-05 Tue 08;42 1994 _ . . , ~ , • . . , 45232.9016 6 =Portion ot Assessors Farcel Noi 45232,9017 , SPOK"E CDUNTY ENGINEERING DEPARTMEDIT Spokane County, Washington ~~~HT OF WAY DEED IN THE MATTER OF + EVergreeri Road ~ RF ND. 2100 , ~ ~(.NDW ~iLL MEN B'~ Tf~ESE~ PR~:SE~t'`Srthat saferra~ a - f2 wa o at:~ Corporationt Fvr and in cDnsideratian ~f Mutual 8anaf its. qrarit9 arar3 ConVeys tv Spokane County, the gollowing desoribed parcal of land, situated in Spokane Cc►unty, State Washington, ta-wit: The West 50.00 feet of the Northweat Quarter (Nwi) af the Northwest Quarter (NW*) of Section 23, Townshig 25 North, Range 44 East, W.M. EXCEPT the North 321.2 feet therecaf. AND EXCEPT Peevivuoly dedicated Right of Way far Evergreen Tetoad_ Lacated in Sectivn 23 , Tounship 25 Noxth ~ Range 44 East, W. M. TO NAVE AI1D TO HALb thq3 same f unto tha $Mid Spokane County fox' the pugposes of a guhlic road farevez. . IN WITNESS the unders~~nM has cauwA thls insuument to be executrd on this day of ~ 11994. ~ * . SAMAY a7 iVRirS Ii7CViSPOR1TEDR ~ ~~~~~NGTON 4ORPOiiiiT.iLJN ru Ci"~" LA". Bya ~ . STATE OF ~ C0 U NfiY 0 F ~ t certify that I know or have satlsfactor~ evldencc that, ' (islare) the individval(s) whv appeued before me, and Wd indirridual(s) acknowledged ihat ~ ~ (hc/they) signed this instrvrncnt, vn vath state that (helthay) (W&Vwere) authvrized ta execute ~ the i n st.r urnent d$cknowledged it as the ~f sillpway *WmEp I ~ Intir a j awffAftnq 'tirV~~~~tiC/1"1 lo be ~ree and volLFn=y acL ~f sMch party fVi ~ the uses and purposcs mentioncd in the instrument. Daccd this day of 1994. , , . ~ Notary Public in and for the Stata of ~ , tesiding at 3A Mr 4PPolntment axpires: rof.►~r1~LiVrdbutl.eyLa • ~ . I~ ' • I ' i ~ ! ' + ; i • J ~ ~ p • _ ' y ~S T'-j ~ ~ ~ -r -Y ~ - - - ~r + C~~~~ICE oF TIIE CaUNrY ErvGIrvEER - A Divis[oN Or ~HE PvBLlc WaR,cs D~PARrMENT Ronald C. }-iormann, P.E., County Ettgsneer DennAs M. Seokt, P.E., DireCkor ~ ,August 5. 1994 Ms. Marilyn Jahnson, senivr Attorney Safeway, Incorparated Faurth & Jackson Streets Oakland, Califvrnia 94660 RE : Safeway Store #142 3, Sprague & Evergreen Dear Ms. Jahnson: Thank yau for yaur fax concerning the right of way dvcuments and agreement required for development of the Safeway store at Sprague and Evergreen in the Spokane Valley, At this point in time, the buildinq p-ermit will be releaseci by this affice ugon yaur ~a recordirrg those documents as part of your clasing on the property. Please advise when that occurs. Please arrange for the original recorded right of way deeds and agreement to be sent ta this off ice after recording. Very truly yours, Ronald C. Hormann County Engineer ~ Ve ril S le EngiaYeer ' nc~ Ac~rn~.nistrator VS/bc 5ent via FAX to (510) 891-3224 W. 1026 Broadway Ave. Spokarte, VkIA 99260-0170 (509) 456-3600 FAX (509) 456-4775 x'OD: (509) 324-3166 • _ - J . CAI1'FORIITLA AI.J-4-PURPOSE ACBIVOWLEI3GMENT STATE OF CALIFORNIA } } - CO UNTY OF . _ ALAMEDA On Ju1v 22.. 19 9 4 before me, CAiZOL A. WINKLEY, NOTARY PUBLIC Date • Nnme, Title oJ OJfccer, Notary Public personally appeared JOAN E. SPIEGEL, Assistant Secretary IIAME(S) OF SIGNLfl(S) DK,personally known to me - OR - O proved to me on tjie bases of satisfaclory evidence to be the personX whose nameA' is/k subscribed to the within instrumenl and acknowledged to me that Af/she/OrK executed ihe same in X/her/tAtQ' authorized capacityooo, and that by Ai~'I'lzer/(Apkrsigirature(~oii tlie instrui~xent the person(; or the e~rtity tipott belzalf of wliich the personAlp acted, executed the instrument. WITNESS »iy hand and offtcial seal. . 6/w,4.la-, a . cI.-1 nLP_~ n , Si icature. n Nocar~, OFfIC1AL SEAL CAROI A. WINKIEY NOTARY tU6ttC•CAU'ORNIA COUNiV 0/ AtAMfOA My Comm Exp. luna 9,1995 , , ~ a , ~ ~ 1 ~ f . i POWER SAFECO INSURANCE COMDANY OF AMERICA GENERAL fNSURANCE C01vIPANY OF AAAERICA • OF ATTORNEY HOME OFFtCE: SAFECO PLAZA SEATTLE. WASHINGTON 98185 Nn, 6099 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and OENERAI INSURANCE COMPANY OF AMERICA, each a wash;ngton corporation, does each herebypappoint r rrarnorMrr«rJUNE L. DAIONI; MARGO GALEANO, J8n Frencisco, CBIIfOrnIB~MMrNM■tt•MMMM■N~•M~■~MMIIIIM its true and lawfut attorney(s)-in-tact, with tufl authority to execute on its behalt fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEaEOF, SAFECO INSUaANCE COMPANY OF AMERiCA and OEKERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents inis 4 t h c t a , of J a n u a r y 93 . _ UvV~ • ~ `r t_ C. - . . - { r^.r, ~ f . .'if ~i. . CERTIFICATE Extract trom the By-Laws of SAFECO INSUAANCE COMPANY OF AMERfCA and of OENERAL INSURANCE COMPANY Of AMERICA: "Article V. Section 13. - FIOELfTY AND SURETY 6ONDS the President, artiy Vice President, the Secretary, and any Assistant vice Presiden! 2►!pointed for that purpose by the ofticer in charge of surety operations.- shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other docunents of simi(ar character issued Dy the company in the course of its business On arry instrLrnent making or evidencing such appointment, the signatures may be af fixed by •(acsimile. On any instrvnent conterring such authority or on any bond or undertaking of the company, the seal, or a tacsimile thereof, may be impressed or af tixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrLment or undertaking" Extract from a Resotution of the Board of Directors of SAFECO INSUAANCE COMPANY OF AMERICA and of OENERAL INSURANCE COMPANY OF AMERICA adopteC July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Camparry setting out. (i) The prrnrisions of Article V. Section 13 of the By-Laws, and (ii) A copy of the power -of -attorney appointment, executed pursuant thereto. and (iii) Certilying that said power-of -attorney appointment is in full force and eftect, the signature of the certifying ofsicer may be by facsimiie, and the seal of the Company may be a facsimile thereof." 1, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of OENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the facegoing extracts of the By-Laws and of a Resofution of the 8oard of Directors of these corporations. and of a Power of Attorney issued pursuant thereto. are true and correct, and tRat both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. ~ IN WITNESS WHEREOF, I have hereunto set my hand and aftixed the facsimile seal of said corporation ' this day of . 19 • ~~Gk CQf~~~.o ~ ~ o-'f- V, ce@PORAzE ~ ~ `5 E A B ,.,r j , f `W ~ t,R S' ~_r• i 'l4~ ~ x 692? -a J~ J ~ S-07NEP V93 ~~f OF ~y~1~~~'` ~f yyG RagistereC treCamerk of 3AFEC0 C . ~a r- ~ r, ,r ' CALIFORNIA ALL-PURPOSE ~ACk1VOWLEDGMENT 7 STATE OF CALIFORII,'IA } CO U11'7'Y OF SAN FRANCISCO } pit before me, D. B. COLLADO, NOTARY PUBLIC, pwe Name, 7rtle oj OJj~cer, Notary Public personally appeared JUNE L. BAIONI, Attornev-jn-Fact MAIM(S) OP SIGMS) 5Z personally known to me - OR - 0 proved to me on the bases of sa[isfactory evidence to be the person(4 whose name( Q is~aq subscribed to the within instrumenl and acknowledged to me tjiat fi('/she/t}rq executed the sarne in./z/her10trk authorized capacity(k%4, and that by W/her/gttvkf signalureoV on the instrumetu the personfs), or the entity upon behalf of whiclt Ihe person(V'acted, executed tlte instrument. . WITIVESS my hand and official seal. `;w°:.*~ D.B. COLLADO . • • ~ COMM. #1027435 ~ Signature oJ A'otary U' m ? NOTARY PUBLIG CALIfORNU1 ~ a SAN FRANaSCO COUNIY My Comm. Expires May 22,1998 . ~ ~ . - • . - 1; S~ •,.ry ",r - 1 . • _ ~ A ~y^~_S^~r ~I ~ r, ~ ~~~~-IL. ~•.7A •~S t; . _~:.~,,~~~F' ~ + F. ' - ~ , • ~r ~ 'i F~ P' ~ 2 *l~.n 4 . fd-' i~,'~ .r' ~ ' . % ~ • . . . ' ~ ~ ~ . ` ~°.,t„ ^J" i ~ , _~~r_ }S. • ~ ,y, ~ 4a~ ~ r.h• ' ~ ' ° • • , ~'•Y'f ~ ` '~1.. ~S z~'~i~' a " . a ~ Y! dh ~ ~ . M ~ ' ' ~ ~ - , i~ . . a ~ %Mr ~ v ~ `I~ + t' ~~"{r:b }t`~F~~fi~M'J!'•'~• ,,~j +w, r ' " ' f '.tl' . ~y'~• ;R,` .i,• ; , ~ n• ` ~r L~i~`-t~'e~ ''Jrr~•a 1~^,!~': _ ~ ~ r~ rigr"r~ ~ • .•59i : ~ • ' < ~ f„ ~,G ~ , .wT~ ~ ' ~?.X ~ _ ; . ' , i , ~y, . . . . _ . , ' ; r~ i~i~ ` ~ ' - - - ' . _ '~'~e•N'~', i. . ' ` "',i'' ' . , ' . • . . 4 BotLd No. 57 36 819 PRFlMIUM: $60. ROMwAY EW%ONA= BO lCNOW AY.L SY ~ PRMLM thwu , SAFEWAY INC. {dcfttvpcrN as 'Ptiaapal.' w+d 5,~:n rU-crr,a,pNG C a O12Aff-DF-ANM (boadia8 a~r)v ~ ovrpa~tioa or~m&cd and e~g uad.x ~e 1~ of ihe sraLa vf WASHINGTON , sad Qnttmiacd co tmaascs a sorery ba*ew in the S►rar,o at Wadgogwa, ss 'Snretp," aM br.l:i nad &a3ly boaad =a 9poioaa,c Goanty, a poiidcd =b4visi04 o( tb.o Scacs ot ftrAiagtog as "0n14W !a tha peaal ~ aE EIGHT THOIIsAND AM IQ (X1TruS - - - Dana:a (S - - - - - 1. 1swi1tl moW ot the UWtod Statv vf AmotiC'ia, bst tho peyMW of mWch ths I'skdpnl aad Saraty Wad , 1" I'Ll ahpct, thdt beim exocatom, acros-iscatom st►ooemrs nad emb=JoiaclY ~~~onLOy.) MwlY bp tima =d Pav~ b c~o aevokpar ot z nr= oE lmad fm Spnkmao Comay kaown E. 14020 SPRAGDE ST., SPOKANE, WA,. ~ wda Covac., vVm '~oaa, sadaid Coontp hss reqairedl t,at a boad ba ftl~4d !A ut c~ ~c suffideat Pal► the consnawn ' cou oi iasaftg oo the +aFFmvesi gAde& mrbs, sidowaW, dcxianv canavt atsdlbr pxviag Ot roaftws uOweat oo sdd denekpmcaG aad =di ottet woric as ia mddouut aad aoocsmy cEmto, aiI in &ccot'dnroCa vM Spolmav Cotmty Road Dapatta:cnz spogcaao -s, sad to the =dxfawoa of cfto 5potcnan covaty Ev&arr; =Ck iUP rovzIvmtY to ba tompleaad two (Z)'ytati oar hm the Qalam aaid d=e paiod be ca=dad at the oprivn oI t!w &pQUm,e Couaty BOOM . ttpon haare of Friad1w to mmgly wirb tra aqo~iremesn softd herala whhin the tim anchflzml, ana uFoo eaLbmT oEwrium notica chemf by obUge• co suocp, che Smcty shtn =re snrlduaiaa w Ob*c to 1hn eaaooc of tWs Doad. Ile obUgtdoa of dds Bond shall bc kept iu QW Eorc:o su.d ctacc ttatii, ia the opinf,on of the Qbltgee, the teqttisemos~ca haoia:dttd haYo bcoa satisflod. iia w'c evra ardtoen tnlauo wM ac gtvea by the ObiiZae, rho Obfig•• W6; sole dgh io Vaat mrh rdeus0. Sarrcy honbv a•ivc1 aU ti6hra w rolnac frotu cbe obUpt€= aocept ns hamrn saucl. 9IGYFZ111ND SEALED this 22NI) day nf aw '19 94 . SAF'EVVAY INC. BYdECO ~ E. Spie.el Assistant Secretary INSURANCE C ANY OF L c . ~ BAION ' , . . ' At orne~In-Fact 0 Montgomery Street San Francisco, CA 94104 , BOND ESTIMATE . . , - - PROJECT SAFEWAY EAST ' NAME pi DATE 14-Jun-94 - DRAINAGE ITEMS UNITS QUANITY PRfCE COST 1) Drywell - Type A EA 1200.00 0.00 2) Drywell - Type B EA 1600.00 0.00 3) Grate - Type 1 EA 300.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 300.00 0.00 6) Backfill For DW CY 15.50 0.00 7) Concrete Inlet EA 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Sod SF 0.70 0.00 - - - - NON STANDARD DRAINAGE fTEMS - - - - - - 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 0.00 - - - - - - - 16) Monuments EA 180.00 0.00 17) Barricade LF 30.00 0.00 18) Street Signs EA 80.00 0.00 OTHER SUBTOTAL 0.00 - GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 10.00 0.00 20) Top Course CY 14.00 0.00 21) Base Course CY 14.00 0.00 22) Asphalt Concrete Tons 44.00 0.00 23) Curb Type A LF 6.60 0.00 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SQ YD 486 16.40 7970.40 NON-STANOARD ROAD ITEMS 1 } 0.00 2} 0.00 3) 0.00 4) 0.00 - - - - GRADING AND SURFACING 7970.40 - - - - - GRAND TOTAL 7,970.40 , , . ~ J= ~ F/RST WESTERN • DEVELOPMENT SERV/CES, INC. ' Development & Pro%ect Management May 5, 1994 i~ ° • ~ - ~t ~994 ~ Bob Turner A~NE MUN~ ENC''"- SPOKANE COUNTY ENGINEER W. 1026 Broadway Ave. Spokane, WA 99260-0500 PROJECT: PROPOSED SAFEWAY STORE E. 14020 SPRAGUE AVE. SUBJECT: AGREEMENT TO PAY FEES Dear Bob: Enclosed is a completed "Agreement to Pay Fees" for the referenced project. It is our desire to proceed with the full site development as soon as possible. The building plans for Safeway will be submitted in approximately sixty days. Call me at (206) 776-6006 should you have any questions. Sincerely, FIRST WESTERN DEVELOPMENT SERVICES INC. Scott Shanks Vice President SS:rc ESSCNTY3 Enclosure cc: Rich Costanzo, Safeway Mitchell Johnson, Safeway 120 W. 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'••~East 40 Trient Auenue • Spo-kQne,..'WA.' 99202-•'`(509) 956-0550"~..FAX (509) 747•2761 ~ VOLUME PAGE SECTION TOWNSHIP RANGE ..r. •ess' - - - - - . rnT7t: 1e A~e 7L.• o ill: 1 ~ '/1L //D~ ~ry• • j_-_B y J (i~,`' 121 0700 ~ g • P' ~-CC T Ef L i~9 • G 0 A A 0 ~ p~~ /l. / ~ A N , : aJ t ~ , t Jo~.f ►sa~ V/.i1/~l.vr~ r.~~c.► Aiii..s ~ I i.► o D G G L~ `l'v ~ ~ 5 ~ O. ~ ~ ~5 la w ~ H RENNER SUB Q ~ o . , z ~ • ` to J. ~ ~ If ~ . y ~ ~ . . . nP7 -a4z ~ . 13 ~ 1 . i~ ~ GBEEN YfIL LE'Y 4 Z ~ f~DD /'1,q ~ 2a fIDD. . O I 79 8~~ 'l~ n ~ Y. e yA ` I . V E F~ A VE~Q.4 TERRACE TERR~IC E . C PP A D D. FIRST IL ~ • . ; This sketch is fumished.as a courtesy only'by First American Title Insurance Company and is NOT a part ~ of any title commitment or policy of title insurance. This sketch is fumished solely ior the purpose of assisting in locating the premises and does not purport to show all highways, roads or easements affecting the property. No reliance should be placed upon this sketch for the location or dimensions of the property ; -and no liability is assumed for the correctness thereof. ~ - - ~ ~ ' • 1 • . A . ` S o it A N r-~ ~ C o u N-r ~r i . ~ OFFICE OF TI IE COUNTY LNGW[ER • ADIVISIQN Or- TI IC PUUI.IC WORKS DCPAR77afENT RonaW C. Ilorniann, I'.L., Cuunty Cngiiiecr Dennis M. Scott, ('.C., Director AGRECMENT TO PAY FErS ENGINErR'S ACRECMCN{' NUMaCIt This agreement between Spokatie Cotinty and First western Development servioes, znc. (namc ol pcrson) ' whose interest iit the project is Agent for Owner ~uaer: ~qafewav In(-_ ' owner, agcn , e c. ' is enterecl into this 5th day of MaY , 19 94 . Tliis agreement is applicable to the project known as: East Spokane Safewa E. 14020 Spraque Avenue Spokane, WA . lp10Jcc(-aJSeGWr-Ucnantc i c n irii cr Tliat tlte inclivicluals anci rarties namecl lierein as having ati interest in tlie above clescribecl prorerty or project agrce to tlie foliowiiig: l. Reimburse SpQkane County for project review anci insrection fees as speciCecl in Charter 9.14 of tlie Srakane County Cocle. The fees will b:, basecl on actual salary costs incurred hy Spokane Caunty for project reviews 7ne1 / ar inspections nlus a ten percent aclministrative charge, ancl wiil lie billeci montlily as acerued. Any f nal Uilliiig amouiits, to inelucle any late fees or any otlier expenses ineurrecl in Ilie collection of an overtlue account iuust be raici rrior to tlie Cuunty's accertance of the project for filing. 2. The unclersigiiecl agrees that tliese fees are clue anci payaUle uraii receipt af tile Uilling as specifiecl abnve. 3. Any invoices not paief witliin 30 clays of tlie invoice clate will be stibjectecl to a late fee cliarbe of l % per mQnth (12% per year) on tlie uiiraicl balance of tlie account ancl any accrtiecl late fce cttarges. In adclition, if any outstariclin6 balance on tlie account for tliis project is not raici witliin 30 cfays of the invoice clate, no fiirther revicws of the project clocuments will be concluclecf until the entire aeeount balance is raicl. Any Ualance on tlie account for tliis project not raicl willlin 65 clays of tile invoice c1ate may result in legal action oc the initation of other coUeclion nroceclures, inclucling referral to a colleciion agcncy. 1lie Sponsor will he liable fur any ancl all exrenses inctirreci by the County fur the collectioti of overclue accounts. 4. Tiie montltly billing sliotilcl be sent to the attention of: . NAMC: Fi.rst Western Development Services, Inc. Attn : Scott Shanks ADDRCSS: 120 W. Dayton, Suite D-9 J . o. , _ . . ' C[TY, STATE: F&torids, VA Z1P CODE: qaa2n PIIONE (206) 776-6006 . I unclerstancl tliat failure to nay (liese fees may result in clelay in eompletion or arrrovat of the project or other possil)le sanctions. ❑ tf this fee agreement is eoi»pletecl by someone other tlian tlie Slicjllsor (i.e., the project owner or a principal in the firm sponsoring the project), sucli as tlte Cngineer ciesigning tlic rrojcct, tlien written autltorization from the Spxonsor simci[icnlly aullkoriziiig tlke Abeiit to exccute lliis Fce Agrceiiieut is citlacliecl to tllis Fee Agreemeiit. ~ SIGNATt.1RC I3y: , (PRiNT NAMC) . RETt1itN YELI.OW CnI'Y Tn SI"UKANE COUN'i'Y ENGINErRS k\pV\agrccmcn.fcc 8/20/93 W. 1026 Droadway Ave. Spokane, WA 99260-0170 (509) 956-3600 FAX (509) 956-9715 . = • . i I S I~ O K A N C I e~` '~C O U N "1- Y . , . OFFICE OF THE COUNTY ENGINEE12 • A DIViSlO\' OF THE PUBLIC WORKS DEPARTMEN'1' IZonald C. Hormann, P.E., County fingineer Dennis M. Scott, P.E., Director lune 16, 1994 Mr. Scott Shanks, Vice President First Westem Development Services Inc. 120 W. Dayton, Suite D-9 Edmonds, WA 98020 Subject: Valley Safeway Stores Sprague Avenue and Evergreen Road Road File No. 2644 and 2100 Dear Mr. Shanks: As previously discussed, enclosed are right of way deeds for dedication of right of way on Evergreen Road and along the old Chicago, Milwaukee, St. Paul and Pacific Railroad (C.M.SP.&P.) right of way adjacent to the new Spokane Valley Safeway Store. This right of way dedication is required partially by the zone change on this property. In consideration of the granting of the wider right of way on ; Evergreen Road, Spokane County will construct the interim curb and paveout on Evergreen Road along this property to provide for an operating 3 lane roadway. The future widening and improvement of Evergreen Road adjacent to this property would be done by the County in conjunction with it's project and funded by Spokane County. Please arrange for execution of the deeds by the appropriate Safeway officers and return them to this office for further processing. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Verril Smale Engineering Administrator cc: Land Development nYIaW26ae W. 1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 TDD: (509) 324-3166 . ~ . ~ . + a SAFEWAYINC. 4TH & JACKSON STREETS ' o OAKLAND, CA 94660 f`' :..n Li i • ~ November 22, 1994 N o S'3PpK,~~,~` Mr. Veml Smale Engineering Administrator Spokane County Public Works department W. 1026 Broadway Avenue Spokane, WA 99260-0170 Re: Proposed Safeway Store No. 1473 Sprague & Evergreen, Spokane, WA Your Road File Nos. 2644 and 2100 - R.O.W. Deeds Dear Mr. Smale: Enclosed are the ink-signed originals of the following documents which were recorded on September 30, 1994 inthe Spokane County Official Records: (1) Right of Way Deed for Assessor's Parcel Nos. 45232.9016 and .9017; (2) Right of Way Deed for Assessor's Parcel Nos. 45232.9010, .9017, and .9018; and (3) Protest waiver agreement for Assessor's Parcel Nos. 45232.9010, .9016, .9017, .9018, and .9069. Let me know if you need anything further. Thank you. Very truly yours, SAFEWAY INC. tl a,c~ ~ 4. X - Marilyn K. Johnston Senior Attorney cc: J. Boyle R. Costanzo D. Irwin Recycled 1473vs l 2 ~ @paper ~ 6 J.--71-4~-.' , ~~~~~~00127 yu_ 16 'o 4 PA5E 19 8 ~ . 4.5232.9016 Portion of Assessors Parcel Nv. 45232.9017 , SPUKANE COUNTY ENGINEEFtING DEPARTMEN'S` Spokane Cour~~~, Washingrtor~ ~~~D 1N TH E x,LAT[!'E~ OF Evergreen Road R,F No. - 2100 , K~1011 ALL MEN BY THESE PRESENTS, th81t Safeway zricr, a ~elaware Corporation, , ~or ar,d in consideration vf Mutual Benef its, grants and canveys to Sgokane County, the fv~lowing described parcel of land, situated in Spakane County, State of Washington, to-wit: The West 50_ OD feet nf the Northwest Quar. ter (Nwi) of the Northwest Quarter (NW*) of Secta.on 23, Township 25 North, Range 44 East, W. M., S.pakane County► Wasl-iington. EXC;EFT: °I'he North 323._2 feet thereof. ALSO EXCEPT ; The previ.ously'deda:cated Right of Way for_ Fvergreen Road. E. 3f- 1~ TaX FXGMt ~ ~ ~r~~ } unt Tre~s , L~ocated ir~ Sectfon 23 ~'"owr~st~~.p 25 o~h~ R~~qe 44 East, W.M. TO H.AVE AND TO H4LD the Same, urtto the Said Spokane County far the ~urposes of a pu~lic road f0rever. ! V11T~ S OF, the undersigned has caused this "mstrumerit to b(,- executed on thps Jlsrf' y o i , 199 4 fx ~ ' . . 5AFE4,7AY INC. a ~S • ~"~i , ~e`G~ r DEL~14JARF CORPOR~iTT~JI~1 . - ~ . . ~ - n; ~ ; `r ! a f! h W 1 ( t~ C 0, P~ ' f 'ATF OF CPSLIFORNIP► • ~ • ~F~ ~ -Nff ~ s7t LJF AL#Si'1LiDLY {6er...+a..•'e- ertlFy that Tknow or hav 'sfactory evi;dence that, [lie p~rsan who apgeared befor c, - pd Wd - persva aclnowledged that ~(helshe) signed this Ln.,ment, on oath state.d that (helshe) w ariwd'to 'exec.~~ ~e instrument and acknowledged iz [he, faway Inc. f a Delat,rare Corporation be the rrec and voluntary act of such party -for t.he uses urposes mendoned in the instrument, . . , , Na=y Public rn and- for the State of Cali.forrri.a, } Ies1dlng at aakland rofwa~lform~~wd~e~d~k.r~b ' . 94U9;3(~0128 YOI. l~i J~ PAGE ~ ~o~ 45232.9010, 45232.9017, P-2- 70 Portion OP AssessOrs Parcel No. & 45232.9018 SPOKANE COUNTY EriGINEERING DEPARTriENT Spokane County, Washington RIGHT OF WAY DEED IN fiHE t-tATTER OF The SouthValley Arterial RF No. 2644 & 2312 K?J0W ALL t•1EN 8Y THESE PRESENTS, that Safeway Inc., c~ Delaware Corporation, , . , For and in consideration oP Mutual BenePits, grants and conveys to Snokane County, the Pollowing described parcel oP land, situated in sookane county, State of Washington, to-wit: The South 20.00 feet af the West 864.00 feet of the Northwest Quarter (NWA) of the Northwest Quarter (NW$) of Section 23, Tawnsha.p 25 Nnzth, Range 44 East, W. M. lying North of the Chicago, Milwaukee, St. Pau7., and Pacific Railway Right of Way. . ' R. F. ~xp .ye 7ax Exempt Uat. 19 ~ ~karie ounty Treas. / ~l , 4,- ~ - Located in Section 23 , Township 25 North, Range 44 East, W.M. TO HAVE AND TO HOLD the same, unto the said Spokane County for the puYposes of a public road forever.4 WITNTSS WHEREOF, the undersigned has caused this instrument to be executed on Uiis ~ y o i Sw b. 1994 r t\l, ~ ~ SAFEWAY INC. , A DELAWARE CORPORATION ~ • • . . , r • l . / ~ ~,,1_ , e ~L~ : /~s~, sta.,,.,~- . - . , . , ~ TF OF CALIFORNIA ' ' DW ALAMEDA ~ :erLi fy chat I know or have saa ory evidence that the person who appeared before -m d said. person acknowledged that -(he/she) signed this >crument, on oach stated that (he/she) was au ' 'to 'execute the instrument and acknowledged it the ' ' Of Sa , Inc., a Delaware Corporation, be the iree and voluntary act of such party -for the uses and pu s mentioned in the instrument. . . ~!zd; Not.ary Public in and for the State of California , residing at , oakia:,a rofway\formslrwdeedlkmb . ~ ~~~~,LZ1~ a_c,~ . ~.~.a-• . . J I • l~f~-l'~ 9409300129 I s ~ 45232.9017 & 45232.9018 • RECFIti'Et3 log In Date: 6-29-94 pgrooJ # 45232.$9±5; .9016; &.901.0 FILED,pR RrCORUFU Road NamelNo: Spraque Avenue No. 2312 Vo ' • Purpose: B 94068 REQU E(1 F. „y..., _ ~ . Ptepatad By: Ray Moon qA p Req 8y: (Land Oev) Paul L. SEP 3U 10 03 Aii 'J4 (of ol 7C) No. 6 wi! 1 1: NOTICE TO THE PUBLIC 0 i 10 11 SPQKANE, Ct)UNT'c, 1a` .14';N. RID WAIVER, AGREEMENT AND COVEN"Tt yOl. _165'J QAGC 12 0 4 K?JOW ALL MEN BY THESE PRESENTS, That SAFEWAY INC., a DELAWARE CORPQRATION, being the ownera of the following described lande in coneideration of Mutual 8enefita to be hereafter derived do for themaelvea, their heire, grantees, assigna and successor(8) in intereet hereby agree to authorize Spokane County to place their name(s) on a petition for the formation of a Road-Improvement Diatrict (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition includes the owner(e) property, and further not to object, by the aigning of a ballot, or not to proteet to the formation of a RID by the resolution method pureuant to Chapter 36.88 RCW, which reeolution includes the owner(s) property. If a RID ie formed by either the petition or reeolution method, se provided for in Chapter 36.88 RCW, the owner(s) or eucceasor(e) further agrees (1) that the improvements or conetruction contemplated within the proposed RID are feasible, (2) that the benefits to be derived from the formation of the RID by the property included therein, together wi.th the amount of any county participation, exceede the coat and expense ot tormation of the RID, and (3) that the property within the propoeed RID ie eufficiently developed. Provided, further, the owner(e) or eucceesor(e) ehall retain the right, as authorized under RCw 36.88.090, to object to any aeeesement(e) on the property as a reeult of the improvements called for in conjunetion with the formation of a RID* by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the deciafon of the Board of County Commiesionere affirming the final aesessment roll. It i8 further agreed that at such time ae an RID ie created or any Road Improvement Project ie eanctioned by Spokane County, the improvements required (curb, Bidewalk, drainage control and paving to existing pavement) shall be at the sole expenae of the undersigned owner, their heire, granteee and:,assigna without any monetary participation by Spokane County. The RID waiver contained in this agreement ehall expire -after ten (10) years from the date of execution below. However, at the expiration date the owner(s) or eucceeeor(e) agree to construct the requfred improvements at their own expense; pay to Spokane county the then eetimated cost-of the required improvements to enable the County to complete tho samel or'ftirnish tt bond or other secure method euitable to the County, providing for or eecuring to:the County the actual conetruction of the improvements. ' - . ' . • , . . ~ . . . The above conditione andcovenant 8pplyto the following described property: The West 864.00 feet of the Northwest Quarter o£ the Nor_thwESt Qtaarter of Section 23, Townsha.p 25 North, Range 44 East, W. M. lying Tlorth af the Cha.cago, Milwaukee, St. Paul Railroad Right of Wzy; Spokane County, washington. EXCEPT: The North 321.2 feet of the We5t 408.00 feet. ALSO EXCEPT: Evergreen Road and Spzague Avenue. These requirements are and shall run with the land and shall be binding upon the owners, their heirs, successors, or assigns. , (aver) + ' ' . N..N. (I➢ . .i . _ ~ PLANNING DEPARTMENT BROAOWAY CENTRE BUIL:);NG N 721 JEFFERSON STREET ~-T OHoN_ 456-2205 t ~ -7."T+eW4,i15 4L i , , SPOKANE WASHINGTOn 99260 $PO~4NC COUMTv CpUqT MOVSC August 11, 1986 TJ: Board of Spokane County Commissioners ; FROM: ~ Steve P. Horobiowski, Zoning Administrator SUBJECT: Zoning Nearing Examiner Commitiee Actions of August 7, 1986. Gentiemen: Cr August 11, 1986, the Zoning Nearing Examiner Committee met at 9:00 A.M. io cons i der three new zone recl assi fi cati on appl i cati ons . Members presen t: Mr. Phillip D. Harris, Chairman; Mr. Ron Odell and h1r. Gary N. Anderberg. Following are the applications in sequence and the action taken by the Committee. If not appeaied, these decisions will become final on August 18, 1985. All Findin5s and Order for this hearing were signed on August 7, 1986. 1) LE-23-86, Aqricultural and Aqriculturai Suburban to Urban Residential (UR-22): Spokane Vallev Church or the Nazarene Location: Generally located at the southeast corner of Mission Avenue and McDonald Road in Section 15-24-44. Proposal: Church, office and residential uses (No Site Pian). Action: Denial. (Vote: 3 - 0) The applicant could not reveal any details about specific future uses of the proposed site, and the neighborhood presented testimony in opposition to the impacts of the unknown uses upon the single family neighborhood and the immediate area. Without specific details, findings support- ing the change could not be made by the Committee. ~ 2) ~~ZE~-15-86,1Aqricultural and Commercial to Reqional Business (B-3): Zaremba 1 Mi dwes t Location: Generally located south of Sprague Avenue and east of Evergreen Road in Section 23-25-44. . Proposal: Commercial Center. , Action: Approval. (Vote: 3 - 0) contin d) i • ZONE RECLASSIFICATION N0. ZE-15-86 _ SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on August 7, 1986, and the members of the Committee present being Phillip D. Harris, Chairman, Ron Odell and Gary N. Anderberg. 6. PROPOSAL The sponsor, Zaremba Midwest, is requesting approval of a zone reclassification, File No. ZE-15-86, Agricultural and Comnercial to Regional Business (B-3), for the purpose of developing a-Commercial Center. C. FINDINGS OF FACT 1. That the existing land use in the area is residential, commercial, storage sheds and vacant. 2. That the Comprehensive Plan designates this area as appropriate for Major Cornnercial development. 3. That the existing zoning of the property described in the application is Agricultural and Commercial. 4. That the provisions of RCW 43.21C (The State Environmental Policy , Act) have been complied with, and the Committee concurs with the Determination of Non-Significance. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That the land in this area is.suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed re2one is justified. 8. That the proposed use is compatible with existing uses in the area. 1 ZONE RECLASSIFICATION N0. ZE-15-86 C. FINDINGS OF FACT (continued) 9. That the owners of adjacent lands expressed approval of the proposed use. lU. The Hearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welfare. 11. The following are additional findings of fact considered by the Hearing Examiner Committee: a) That the four property owners through their agent, Mr. Glen Cloninger, and Mrs. Beulah Coman being present at the hearing have accepted the conditions of approval and have agreed to develop a Retail Center. Piecemeal development of the site is not allowed within this approval. D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROYAL (All Conditions imposed by the Zoning Hearing Examiner Committee shall be binding on the "Applicant", which term shall include the owner or owners of the property, heirs, assigns, and successors.) 1. That, if proposed development of the site deviates substantially f rom the approved site plan, a public hearing shall be scheduled f or f urther review by the Zoning Hearing Examiner Committee. 2 . ~ ZONE kECLASSIFICATION N0. ZE-15-86 D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL (continued) a) COUNTY PLANNING DEPARTMENT 1. The Zoning Administrator shall approve a specific exterior lighting plan for the approved area prior to installation of such lighting. (Such plan shall attempt to confine illumination to the area with full consideration to adjacent properties). 2. A specific landscape plan, planting schedule and provisions f or maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a performance bond f or the project prior to release of building permits. Landscaping shall be installed and maintained such that sight distance at access points is not obscured or impaired. 3. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. Al1 variations must conform to regulations set forth in the ZONING CODE FOR SPOKANE COUNTY. The original intent of the development plans shall be maintained. 4. All current standards of the B-3 Zone, as amended, shall be complied with in the development of this site. 5. That the present proposal is not detailed enough to determine whether or not the use of or'materials stored on the site are in compliance with Section 7.06 (Aquifer Sensitive Area Overlay Zone) of the ZONING CODE FOR SPOKANE COUNTY. Accordingly, as a condition of approval, the sponsor/applicant shall be required to file with the Spokane County Auditor, within thirty (30) days of the s i gn i ng of Fi nd i ngs and Order of the f i na 1 dec i s i on i n this matter, a"Notice to the Public" which shall provide in material as follows: PRIOR TO THE ISSUANCE QF-ANY BUILDING PERMIT OR CERTIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE ON THE PROPERTY DESCRIBED HEREINAFTEK, THE APPLICANT SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF THE ZONING CODE FOR SPOKANE COUNTY SECTION 7.06 (AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY WHICN IS TNE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:.... 3 ZONE RECLASSIFICATION N0. ZE-15-86 a) COUNTY PLANNING DEPARTMENT (continued) 6. Applicant shall comply with '208' recomnendations concerning _ stormwater runoff and provide necessary landscaping for runoff. 7. Any division of land for the purpose of sale, lease or transfer, shall comply with RCW 58-17 and the Spokane County Platting Ordinances prior to issuance of building permits. 8. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW and the Board of Spokane County tommissioners Resolution #77-1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on-site improvements, or file appropriate documents to the effect that the NOTICE OF ACTION is waived in accordance with Spokane County Commissioners' Resolution #82-0458 dated May 4, 1982, b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit: l, Applicant shall dedicate 15 feet on Evergreen Road for right-of-way prior to any use of the property. 2. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer, 3. The County Engineer has designated Typical Roadway Section Number pne, Major Arterial standard for the improvement of Evergreen Road which is adjacent to the proposed development. This will require the addition of approximately 14 feet of asphalt, curb and sidewalk along the frontage of the development. 4. The County Engineer has designated Typical Roadway Section Number One, Major Arterial standard for the improvement of Sprague Avenue which is adjacent to the proposed development. This will require the addition of sidewalk along the f rontage of the development. 5. Applicant shall submit.fcr approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. 6. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on-site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 4 .k ~ . % ZONE RECLASSIFICATION N0. ZE-15-86 b) COUNTY ENGINEERING DEPARTMENT (continued) 7. A parking plan and traffic circulation plan shall be submitted _ and approved by the Spokane County Engineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of tne project which is to be occupied or traveled by vehicles. 8. Yhe word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 9. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 10. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 11. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners' Resolution No. 80-1592 as amended and are applicable to this proposal. 12. The applicant shall reserve a 40 foot wide strip of land along the rear property as depicted on the site plan. When the abandoned Chicago, Milwaukee and St. Paul right of way is developed as a transportation corridor, this setback will facilitate right of way acquisition for the corridor and construction within it. 13. That in the future it may be necessary to upgrade the intersection of Evergreen and Sprague because of traffic generated by this development. The applicant will be required to share in the cost of those improvements. Participation will be determined by the percentage of.:overall volume of traffic generated by the development. . c) UTILITIES DEPARTMENT l. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 2. This project is a part of the Sprague Avenue ULID now under construction. Building sewer plans and sewer connection permit is required. * • ♦ ZONE RECLASSIFICATION N0. ZE-15-86 d) COUNTY HEALTH DISTRICT 1. Sewage disposal method shall be as authorized by the Director of _ Utilities, Spokane County. 2. A public sewer system will be made available for the project. Use of individual on-site sewage disposal systems shall not be authorized. 3. Water service shall be coordinated through the Director of Utilities, Spokane County. 4. Water service shall oe by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 5. Use of private wells and water systems is prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT l. The site is located in Fire District # 1. 2. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. 3. Trash enclosur.es shall not be located adjacent to combustible construction or underneath windows or nonprotected eaves. 4. Fire hydrants which meet the fire flow are required to be installed prior to any construction. These hydrants shall be placed so that no portion of the building exterior is more than 175 feet f rom the hy drant. The bottom of the lowest outlet of . the hydrant shall be no less than 18 inches above grade. A water plan showing each fire hydrant (specifying the gallons per minute for each fire hydrant) and meeting the requirements in Chapter 6 of Title 3 of the Spokane County Code is required prior to construction of the water service. All required fire protection facilities shall be installed and made serviceable prior to, and during the-time of, construction. f) WATER PURVEYOR l. Water Purveyor is Yera Irrigation District #15, and they will supply the site with adequate water for domestic, fire and irrigation uses, although satisfactory arrangements have not been made. 6 . ti. ~ . • ZONE RECLASSIFICATION N0. ZE-15-86 g) COUNTY AIR POLLUTION CONTROL AUTHORITY . All air pollution regulations must be inet. This includes but is not Limited to the following: l. Air pollution regulations require that dust emissions during demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions f rom the transfer of _earthen material must be controlled as well as emissions f rom all other construction related activities. 2. Measures must be taken to avoid the deposition of dirt and mud f rom unpaved surfaces onto paved surf aces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surf aces. 3. All travelled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. E. ORDER The Zoning Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Zaremba Midwest, for a zone reclassification as described in the application should be APPROVED to the REGIONAL BUSINESS (B-3) ZONE. , Motion by: Anderberg Seconded by: Odell Vote: Anderberg - Aye Odell - Aye Narris - Aye . Unanimous to APPRO`JE to the Reg.ional Business (B-3) Zone (3-0) 7 -ti- . ~ ZONE RECLASSIFICATION N0. ZE-15-86 E. ORDER (continued) HEARING EXAMINER COMMITTEE . HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND OTE hairman ~ / ATTEST: For WALLIS D. HUBBARD Planning Director '"By sT E ~B1 Zoning Administrator Date: '4u y 8 ► y ~ s_ ~ y - ~ - ~ . • ~ • , 03 U~ ~ Q ^]G1~-"~ . y ~ ~ ~ , r; ~ o~ it3.65 0 F. F O 71C = lA • 6~ ~21 ~ A" ° ~i 9 _ L~-.~t . • ~ u+ ~ ~y~ ~ ~ ( - ~ c te~ OD t3: 7n'''..JtCp~c° ( 75C. S + l ~i ry ~ ~I ~ , • J ~ ~ ~ ~ ~C go O 4a ~ u u ti~ D 1 M _ ~t? O~~• , ~ a CID ~ ~1p ~ co 6Q,. 2n3 , 6 62-70 t. ; . . t,~~ ~ ~ '5p ~r Q~"' c- - \ . ~ ~T ' 0 = c 6,0-4 Q ~ _ ~ _ . ~ : 60,4 E~ .~u~ q3 P~ . 9 . - - - N i . ; , ..r----- c, P 7 r• S„ ,o ~ . = - , : - ~ z~ • ► 1 ~ ~ ~ g ~ 1.,? ~]~R'~ ~ , 05 . , . t 25 1,` 4. Gt~~~ N i ~ S 79 ►o ~ ta 113 4 y,?- ~ V ~ t ~ ~ ~ • N"" + ~ ~ ' i . 4% 10 ~~6 ~ r--~°` ~•r.t i28 K h~ p S t 5C ~ i'► ~ O~'~~ y • ~ ~ .2 2 ~ - v ? ~ ; - . SAFEWAY SUPER T SPRAGUE AVENUE AND EVERGREEN ROAD SPOKANE COInvTY, WASHINGTON STORM WATER RUNOFF STOR.AGE AND DISPOSAL CALCULATIONS PREPARED FOR: FIRST WESTERN DEVELOPMENT Apri121,1994 Revised: June 7, 1994 mm *-STEa ~NAI E ~ rV?IRES PREPAR,ED BY: J-U-B ENGINEERS, Inc. 1250 Ironwood Drive, Suite 220 pFFICIAL PUBLIC DOCUMENT Coeur d'Alene, Idaho 83814SPOKANE COUNTY ENGINEER'S OFfICE OR q4tr PROJECT # SUBMfTTAL # 7 RETURN TO COUNTY ENGINEER 6~ q I kl , rPtTR.POSE The purpose of this report is to submit, for approval, the assumptions calculations, and design of the roof and site drainage and drywells for the proposed Safeway supermarket The information in this report will provide calculations for the following: • Drywell Sizing - Drywells are sized as follows: Type "A" drywells will be assumed to handle 5,000 SF of surface runoff. Type "B" drywells will be assumed to handle 15,000 SF of surface runoff. Where this relationship is exceeded the Bowstring method of runoff calculation will be used to justify the drywell selection. • Drainage Structures - Pipes, ditches, and other drainage conveyance structure sizes and geometry wil]. be justified with calculations. Runoff is calculated by use of the Rational Method. Other information provided with this report will provide the following: • Grades - Contours and spot elevations are provided on attached drawings. One percent minimum slopes are used to convey runoff across paved surfaces where concrete curb and gutter are not utilized. • Pavement - Attached drawings ind.icate where all travel surfaces are to be paved unless a paving waiver has been granted. • Swale Cross-Sections - Typical cross sections of swales are detailed on attached plans. Details indicate sodded side slopes not steeper than 2:1 for up to a maximum of 12 inches depth. Swales which are greater than 12" in depth will have 3:1 side slopes. The tops of swales are a minimum of 2" above the ri.m elevation of drywells to provide freeboard for stormwater. • Elevations - Both bottom of swale elevations and drywell rim elevations are indicated on attached drawings. . Calculations have been made in accordance with the Spokane County "Guidelines for Stormwater Management". EXISTING FACILITIES The proposed site is a 10.88 acre site. The site fronts Sprague Avenue on the north and Evergreen Road on the west. Currently all runoff from the site flows to low points on and off of the site. Presently there are no stormwater treatment and disposal facilities on the site. PROPOSED FACILITIES The proposed facilities are parking facilities, a 55945 SF Safeway building, two future anchor stores of 18000 SF and 25000 SF, a future retail shop of 4200 SF, and future store pad of 7500 SF. BuildinLy Runoff The Safeway building, the future Anchor #1 building will be tightlined directly to a bank of six Type II drywells at the rear of the building. All mechanical equipment on the roof of the building will be oil free or sealed as indicated in the specifications provided by the architect. Also roofs will be non-asphaltic as per architectural roof plan. The six drywells are interconnected by an 8 inch pipe to equalize flow between them. The future Anchor #2 and Retail Shops buildings will be tightlined to two Type "B" drywells. Pad "A" will be tightlined to one Type "B" drywell. All calculations for drywell requirements are shown in the Appendix. ParkinLy Lot Runoff The proposed parking lot is divided into four drainage areas, 1, 2, 4 and 5. Area 3 was removed after the 6-7-94 Revisions. Area 1 sheet drains to the west and north to a 1760 SF grassy swale. Area 2 sheet drains to the north to a 3810 SF grassy swale west of the center approach and a 9505 SF grassy swale on the east. Area 3 was eliminated and is part of Area 5. A,rea 4 and 5 drain to the southern corners of the site to a 6275 SF and 3720 SF swale respectively. The area provided for infiltration in each of these swales is designed to accommodate 1/2 inch of runoff draining from the impervious surfaces, in a swale of a six inch depth. Runoff from all of the areas enter the swales through curb cuts. Curb cuts are designed to handle all peak flows from the various areas draining through them into the swales. Calculations are shown in the appendix verifying that the largest area which drains through a curb cut will drain through the 5 foot wide at the top and 3 foot wide at the base curb cut. Area 2 West has the largest area draining through a single curb cut. A portion of Area 5 drains through a 2 foot wide channel as shown in the detail. Approximately .33 acres drains through this channel. As shown in the calculations shown in the appendix the flow at the inlet of the channel is 3.3 inches and the depth of flow through the channel is 1.8 inches, both of which are less than the 6 inch depth of the channel itselff. pENDI~ ~ DETENTION BASIN AND DRYWELL DESIGN DRAINAGE AREA 1 (See Figure I) 1. Paved Area . 21,420 sq. ft. 2. Swale Area Requirements (1/12 Ratio) "208" 6" ponding depth, area 1,752 sq. ft. Area Available 1,760 > Area Required 1,752 3. Dry `]Vell Requirements per Bowstring detention basin design. Type "A" 1 Type "B" 0 DRAINAGE A.REA 2 West (See Figure I) 1. Paved Area 43,842 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 3,654 sq. ft. Area Available 3,810 > Area Required 3,654 3. Dry Well Requirements per Bowstring detention basin design. Type "A" 1 Type "B" 0 DRAINAGE AR,EA 2 East (See Figure I) 1. Paved Area 114,048 sq. ft. 2. Swale Area Requirements (1/12 Ratio) "208" 6" ponding depth, area 9,504 sq. ft. Area Available 9,505 > Area Required 9,504 3. Dry Well Requirements per Bowstring detention basin design. Type "A" 0 Type "B" 1 DR,AINAGE A.REA 3 (See Figure I) This Area Eliminated. DRAINAGE AREA 4 (See Figure I) 1. Paved Area 48,542 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 4,045 sq. ft. Area Available 6,275 > Area Required 4,045 3. Dry Well Requirements per Bowstring detention basin design. Type "A" 1 Type "B" 0 DRAINAGE AREA,5 (See Figure I) 1. Paved Area 43,939 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 3,662 sq. ft. Area Available 3,720 > Area Required 3,662 3. Dry Well Requirements per Bowstring detention basin design. Type "A" 1 Type "B" 0 SAFEWAY & ANCHOR #2 R04F AREA 1. Roof Area 55,945 + 25,000 = 80,945 sq. ft. 2. Dry Well Requirements (1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A") Type "A" 0 Type "B" 6 ANCHOR #1 & RETAIL SH4PS ROOF AR,EA 1. Roof Area 18,000 + 4,200 = 22,200 sq. ft. 2. Dry Well Requirements (1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A") Type "A" 0 Type "B" 2 PAD "A" ROOF AREA 1. Roof Area 7,500 sq. ft. 2. Dry Well Requirements (1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A") Type "A" 0 Type "B" 1 10 YEAR S7'ORM, BOWSTRIVG MC`I'HOD nETEYTIQN BASIN DESI(:V AND A\'ALYSIS, POST-DEVELOpMENT • SAFE,WAY SUPH:RMr1RKET T[NE [v(.'REMENT (MIN.) 5 * TItM.E UF c"()Nc.'ENTRATIUN (VtIV.) S * U((T'FLOW((:'FS.) 0.30 URYWELLOIfTFLc)W UESIc:3V YEAR FL(.)W (YR.) 10 * AREA (Ac''RES) 0.43 L\~F'( IT AREA * C)EVELOPEI) FA('TOR 0.90 ' AREA x "C" 0.43 URAINAf ~E AREA (SCl. FI'.) 21020 [NiF'ERVIQi.JS AREa (SQ.FI'.) 21020 TIME IN('. TTME INc.'. IvTENSITY Q DEVEI., V lN V c.)[.iT STCaRAGE (SE(') (IN/Hk) (('FS.) (("i!. FT.) ((.'l.J. FT.) ((:1.1. FT.) 5 300 3.18 in/lir 1.33 555.19 90.00 465.19 10 600 2.24 iii/hr 0.97 682.92 180.00 502.92 15 900 1.77 in/lir 0.77 770.24 270.00 500.24 20 1200 1.45 iii/Iir 0.63 419.91 360.00 459.91 25 1500 1.21 iii/hr 0.53 341.45 450.00 391.35 30 1300 1.04 in/hr 0.45 359.03 540.00 319.08 35 2100 0.91 in/hr 0.40 470.25 630.00 240.25 40 2400 0.82 iii/hr 0.36 891.02 720.00 171.02 45 2700 0.74 Whr 0.32 900.51 810.00 90.51 50 3000 0.68 iii/hr 0.30 916.09 900.00 16.09 55 3300 0.64 i,l/Iir 0.25 945.59 990.00 -44.41 60 3600 0.61 iii/Iir 0.26 980.74 1040.00 -99.26 65 3900 0.60 in/hr 0.26 1042.34 1170.00 -127.16 70 4200 0.53 ui/lir 0.25 1083.64 1260.00 -176.36 75 4500 0.56 in/hr 0.24 1119.24 1350.00 -230.76 30 4300 0.53 iil/Iir 0.23 1128.33 1440.00 -311.67 85 5100 0.52 in/Iir 0.23 1174.79 1530A0 -355.21 90 5400 0.50 in/Iir 0.22 1194.75 1620.00 -425.25 95 5700 0.49 iti/Iir 0.21 1234.70 1710A0 -475.30 100 6000 0.45 iii/lir 0.21 1272A4 1800.00 -527.96 V I\' = 1.34 *Q UEV * t Fc)k t<- Tc VkN _(ZUEV*c+.34*QUEV*TcFQR t>Tc SWALE AREA REQUIRFD (cz) 6" DEP'I'H 1752 sf SWALE ARk:A PROVII)ED (0 6" DEPTH 1760 sf SWALE STORAC.:E VOLUR-tE REQUQ2ED 876 cf TOTAI, ST(JRAC.:E AVAILABLE 880 cf (::UBI(:' FEET > MAX. - 503 cf ' OUTrLOW - TYPE "A" DRYWELLS 1(6) 0.30 cfs = 0.30 cfs 7'YPE "B" nRYWELL,S 0(io 1.00 cfs = 0.00 cfs TUTAL = 0.30 cfs SAFEWAY.XLS Aret► 1 10 YEAR STURi41, I3OWSTRI\G METHOD DFTEN'CIUN f3ASIN DE.tiIGN AND ANALY515, P()ST-DFVEL()PVIEN7' - SAFEWAY SUPERNiARKET TIV1E [N('REMENT (MIN.) 5 • 'T[ME OFc'c)Nt'ENTRATION (M1N.) 5 * c')1.f1"FL,(.)W (c'FS.) 0.30 DRYWELL c")t.ITFL.c)W DES[(:iN YEAR FLC)W (YR.) 10 * AKEA (A(:'RES) 1.01 IIYf'l.!"I° AI2EA * UEVEI.,OF'ED FA(.`TOR 0.90 AREA x 0.91 DRAINAC:jE AREA (SQ. Fi'.) 43842 [ti[YERVIOI.iS AREA (SQ.FT.) 43842 T(iN1E [V(:'. TltitE IN(.'. IN7'E\'SITY Q UEVEL V IN V C)(1T STc)RA(.,E (MIM (SEc:) (IN/E-[R) (C'FS.) (c'li. FT.) (c'l.l. FT.) FT.) 5 300 3.13 iii/Itr 2.38 1157.97 90.00 1067.97 10 600 2.24 in/hr 2.03 1424.39 180.00 1244.39 15 900 1.77 in/hr 1.60 1606.52 270.00 1336.52 24 1200 1.45 iii/lir 1.31 1710.11 360.00 1350.11 25 1500 1.21 in/hr 110 1755.87 450.00 1305.47 30 1800 1.04 ui/hr 0.94 1791.30 540.00 1251.30 35 2100 0.91 in/hr 0.82 1315.11 630.00 1135.11 40 2400 0.82 in/lir 0.74 1358.43 720.00 1133.43 45 2700 0.74 in/hr 0.67 1873.21 810.00 1068.21 SO 3000 0.64 in/lir 0.62 1910.71 900.00 1010.71 55 3300 0.64 iii/Iv 0.53 1972.24 990.00 932.24 60 3600 0.61 in/hr 0.55 2045.56 1080.00 965.56 65 3900 0.60 in/hr 0.54 2175.07 1170.00 1005.07 70 4200 0.58 iii/tir 0.53 2260.13 1240.00 1000.11 75 4500 0.56 iiillir 0.51 2334.42 1350.00 984.42 40 4300 0.53 ii0hr 0.43 2353.39 1440.00 913.39 85 5100 0.52 in/hr 0.47 2450.30 1530.110 920.30 90 5400 0.50 in/Iir 0.45 2491.93 1620.00 871.93 95 5700 0.49 Wir 0.44 2575.25 1710.00 865.25 100 6000 0.48 iti/hr 0.43 2653.13 1840.00 353.13 V I1' - 1.34 * Q I)EV * t E(:)R c<= Tc VIIN -Q[)EV* t +.34 * Q DEV * Tc FOR t>Tc SWALE AREA REQUIRED (ci) 6" DEPTH 3654 sf SWALE AREA PRUVIDEU (i0 6" UEPTH 3810 sf SWALE STURAC;E VOLUeVIE REQUIRI:U 1827 cf TOTAL STORAGE AVAILABLE 1905 cf CUBI(_: FEET > MAY. - 1350 cf OUTrLOW 'fYPE "A" DRYWELLS 1(o 030 cfs = 0.30 cfs TYPE "B" DRYWELLS 0(6) 1.00 cfs - 0.00 cfs TOTAL = 4.30 cfs SAFEWAY.XLS Area 2 West 10 YEAR S"f(7RM, f30«'STRIN(: METHnD UE'rH 1'TION BAtiIv DESI(::\' AVD ANALYSIS, P()51'-UEVELOPMEI'T -SAFEWAY SUPERVIr1RKET TDAE INc'REMEVT (MlN.) 5 • T[ME UF c: ()Nc:'ENTRATI(1N (L1IN.) 5 ' O[.JTFLOW ((:'FS.) 1.04 URYWELL U(nFI.()W UESIGv YEAR FLUW (YR.) 10 * AREA (A(.'RES) 2.62 (NYI1T AREA * I)EVEI..QPED FA(:'TOK 0.90 AREf1 x "(:C" . 2.36 URAIVA( ;E AREA (SQ. FI'.) 114048 IMPERVI01 1S AR.EA (JQ.F"C.) 114043 TIME IN('. TINIF' IN C. INTEN$ITY Q[)EVEI.., V[N V(')lJT STnRA(;E (MIIN) (SE(: ) (IN/HR) (C'FS.) ((,i I. FT.) ((:'11. FT.) (c'11. FT'.) 5 300 3.14 in/Iir 7.49 3012.28 300.00 2712.23 10 600 2.24 in/hr 5.28 3705.33 600.00 3105.33 15 900 1.77 in/hr 4.17 4179.11 900.00 3279.11 ZO 1200 1.45 u,lhr 3.42 4448.58 1200.00 3243.53 25 1500 1.21 in/hr 2.35 4567.62 1500.00 3067.62 30 1300 1.04 in/hr 2.45 4661.08 1300.00 2361.08 35 2100 0.91 ui/hr 2.14 4721.73 2100.00 2621.73 40 2400 0.32 in/Ilr 1.93 4434.41 2400.00 2434.41 45 2700 0.74 in/hr 1.74 4385.87 2700.00 2185.87 50 3000 0.63 in/hr 1.60 4970.42 3000.00 1970.42 55 3300 0.64 iiUlir 1.51 5130.46 3300.00 1330.46 60 3600 0.61 iii/hr 1.44 5321.19 3600A0 1721.19 65 3900 0.60 Whr 1.41 5653.10 3900.00 1753.10 70 4200 0.58 iii/hr 1.37 5879.50 4200.00 1679.50 75 4500 0.56 in/tir 1.32 6072.63 4500.00 1572.63 30 4400 0.53 Wir 1.25 6121.97 4400.00 1321.97 85 5100 0.52 inlhr 123 6374.06 5100.00 1274.06 90 5400 0.50 inllir 1.18 6482.36 5400.00 1082.36 95 5700 0.49 in/hr 1.15 6699.09 5700.00 999A9 100 6000 0.43 in/Itr 1.13 6901.69 6000.00 901.69 V IN = 1.34 * Q DEV * t F()("t t<= Tc V t1=QI)EV*t+.34*(21)EV*TcF(.)R t>Tc SWALE AREA REQUIRED ft 6" DI:PTH 9504 sf SWALE AREA PROVLDED (o 6" DEP'1'H 9505 sf SWALE STORACE VOLUME RI:,QL;"IRED 4752 cf TUTr11. STnRACE AVAILABLE 4753 cf f.:UB1C HECT > MAX. = 3279 cf OUTH LUW TYPE "A" DRYWELLS 0(0) 0.30 cfa - 0.00 cfs TYPE "B" URYWELLS 1ft 1.00 cfs = 1.00 cfs T(.)TAI. = 1.00 cfs SAFEWAY.XLS Area 2 East 10 YEAR STORM, BOWS'fRIY(; METHOD DETENTIUY IiASIN DESI(iN A\'D ANALY51S, PQST-DEVELUPMENT - SAFEWAY SUPERIIARKET TINiE INC'REMENT (MIN.) 5 * T[,1E C)F c`ONc:EVTRAI'1c)N (ivIIN.) 5 * UlJ'I'FLC)W 0.30 [)RYWELL OLJT'FLc:)W I)ESIGN YEAR FI..OW (YR.) 10 * A1ZEA (A('ft.ES) 0.44 (~\fF'I JT AfZEA * UEVELUPED FA( "i'C)R 0.90 AREA x 0.39 I)RA[NAC;E AREA (SQ. H1'.) 19040 IMPERVI(:)11S A}2EA (SQ.F"f.) 19040 TIME IN(:'. T[ME Ivc.'. [\iTENSITY Q UEVEL V C,\' V c)11T STUFZAGE (M[N) (SEc') (tN/HR) (c Ts.> (c'i.l. FT.) KTr. Fr.) (C1.1. Ft'.) 5 300 3.13 in/hr 1.25 502.39 90.00 412.39 IU 600 2.24 in/hr 0.33 613.60 180A0 433.60 15 900 1.77 ui/hr 0.70 697.69 270.00 427.69 r i~ s Arca 100 6000 0.43 in/Iv 0.19 1152.22 1400A0 -647.73 VIN -1.34* QDEV*tF(.)R c<=Tc VIIN'=QUEV*c+.34*(ZUEV*TcFOR t>Tc SWALE AREA REQUIRED (c) 6" UEf'7'H 1587 sf SWALE AREA PROVIDED (a) 6" DEPTH 1600 sf SWALE STORAGE VQLUMF RLQUIRED 793 cf TOTAL ST(7RAf.:E AVAILABLE 800 cf c::URIC_: FEET > MAX. - 439 cf QUTFLO W TYPE "A" URYWFLLS 1(0) 0.30 cfs = 0.30 cfs TYPE "[i" DRYWELLti 0(C4 1.00 cfs = 0.00 cfs '1'OTAL = 0.30 cfs SAFEWAY.XLS Area 3 10 YEAR STORM, BOWSTRING METHOD DCTEvTIUV BASIN UESI(.N A\'D A\'r1LYS[S, POST-DEVELOPMENT - SAFEWAY SUPERMARKET TIME IN(REME,vT (MIN.) 5 * TIiME UF Cc7Nc'E,VTRATIc)N (MIN.) 5 * <)11Tf=LOW (c.'FS.) 0.30 I)RYWELL c)IJTFLOW I)ESlGlV YEAR FLc)W (YR.) 10 * AREA (A('RES) 1.11 M'1.11' AREA * IiEVEi.OPEI) FA('TOR 0.90 AREA :c ' 1.00 I)RAPlAC.;E A.R.EA (SQ. F1'.) 43542 WERVl01 tS AREA (SQ.FI'.) 48542 1'IME INC. TIME Iv('. In'TEVSITY Q UEVEL V[N V niiT ST()FtA(;E (IvIIN) (SE(") (IN/HFZ) ((:'FS.) I.J. ((:'FT.) ((.'i I. FT.) (('f.1. FT.) S 300 3.18 in/hr 3.19 1232.11 90.00 1192.11 10 600 2.24 in/Iir 2.25 1577.09 130.00 1397.09 15 900 1.77 in/hr 1.78 1773.74 270.00 1508.74 20 1200 1.45 i,Uhr 1.45 1893.44 360.00 1533.44 25 1500 1.21 iiVhr 1.21 1944.11 450.00 1494.11 30 1300 1.04 ui/Iir 1.04 19~t3.88 540A0 1443.83 35 2100 0.91 in/Iir 0.91 2009.70 630.00 1379.70 40 2400 0.32 iii/hr 0.32 2057.66 720A0 1337.66 45 2700 0.74 in/hr 0.74 2079.56 310.00 1269.56 50 3000 0.64 m/lir 0.63 2115.55 900A0 1215.55 SS 3300 0.64 iiiJlir 0.64 2143.67 990.00 1193.67 60 3600 0.61 in/hr 0.61 2264.85 1080.00 1134.85 65 3900 0.60 uuhr 0.60 2408.24 1170.00 1238.24 70 4200 0.53 in/hr 0.58 2502.43 1260.00 1242.43 75 4500 0.56iii/Iir 0.56 2584.64 1350.00 1234.68 40 4800 0.53 in/hr 0.53 2605.63 1440.00 1165.64 45 5100 0.52 in/hr 0.52 2712.98 1530.00 1182.98 90 5400 0.50 in/Iir 0.50 2759.07 1620.00 1139.07 95 5700 0.49 i►i/Iir 0.49 2351.32 1710.00 1141.32 100 6000 0.48 Whr 0.43 2937.55 1400.00 1137.55 **VIN -1.34*(1UEV*cFOR c<=Tc VLN -(?UEV*c+.34*QUEV* TcFOR c>Tc SWALE ARk,A REQUIRED @ 6" DEPTH 4045 sf SWALE AREA PRdVIDED (c) 6" DEP7'H 6275 sf SWALE STORACE VQLL3VtE REQUIREU 2023 cf TOTAL ST(7RAC.:E AVAILA[tLE, 3135 cf (.:Ulil(.: FEI.T > Mr1X. = 1533 cf UUTFLO W TYPE "A" DRYWELL,S 1(d) 0.30 cfs = 030 cfs TYl'E "B" DRYWELLS 0(0 1.00 cfs = 0.00 cfs TOTAL - 0.30 cfs SAFEWAY.XLS Area 4 . , 10 YEAR STC)lt,19,130WSTR1vC; v1ETHOD DE'TEVTIOV RAS(N • DESI(.1' AND ANAI,YSIS, PQST-DEVEI,t)PMENT - SAFEWAY SUPERMARKET T[ME IN(REMENT (MI2v.) 5 * TIME UF c.'UNc:'ENTRAT10N (titiv.) 5 * UI.iTFLc7W -'FS.) 0.30 DRY%VELL 011TFLc:)W UESIG'N YEAR Fi,c'>W (YR.) 10 * AREA (A('RES) 1.01 LNF'IJT AREA * DEVELOE'EU "c:"' FAC,TOR 0.90 AREA x 0.91 [)RAINAGE AREA (SQ. Fi'.) 43939 INiPERVIC)I.JS AREA (SQ.Ff.) 43939 TlME IN('. TlivE [NC. IN'IE\iSITY Q UEVEL V iiN V(.)(.iT S"1'URAGE (MIN) (SE(: ) (1N/Ffft) `FS.) 'I 1. FT.) (c'i I. FT.) ((.'i 1. FT.) 5 300 3.18 in/hr 2.89 1160.53 90.00 1070.53 10 600 2.24 iNlir 2.03 1427.55 140.00 1247.55 15 900 1.77 in/lir 1.61 1610.07 270.00 1340.07 20 1200 1.45 iii/Iv 1.32 1713.39 360.00 1353.89 ZS 1500 L21 in/hr 1.10 1759.76 450.00 1309.76 30 1800 1.04 Wv 0.94 1795.76 540.00 1255.76 35 2100 0.91 in/Iir 0.83 1819.13 630.00 1139.13 40 2400 0.82 iii/ttr 0.74 1362.54 720.00 1142.54 4S 2700 0.74 in/tir 0.67 1442.37 310A0 1072.37 SO 3000 0.68 in/hr 0.62 1914.94 900.00 1014.94 55 3300 0.64 iii/hr 0.54 1976.60 990.00 936.60 60 3600 0.6i inJhr 0.55 2050.04 1080.00 970.03 65 3900 0.60 in/hr 0.54 2179.83 1170.00 1009.38 70 4200 0.53 iiUhr 0.53 2265.13 1260A0 1005.18 75 4500 0.56 in/lir 0.51 2339.59 1350.00 989.59 80 4300 0.53 Wir 0.48 2358.60 1440.00 913.60 35 5100 0.52 in/hr 0.47 2455.72 1530.00 925.72 90 SdOU 0.50 in/hr 0.45 2497.44 1620A0 377.44 95 5700 0.49 iiUlir 0.44 2580.94 1710.00 370.94 100 6000 0.45 1 ii/hr 0.44 2659.00 1800.00 859.110 **V[N =1.34*QUEV* tFC.)R t<=Tc V[NI=C2UEV*c+.34*QUEV*TcFUR t>1'c SWALE AREA REQUiREll (o 6" UCl''1'H 3662 sf SWALE AREA PROVIDEU (o 6" UEPTH 3720 sf SVVALE STORAC:E VOLUME REQtiIREn 1831 cf TOTAL STORA(.:E AVAILABLE 1$60 cf (.:UBI(:; FEET > VIAX. = 1354 rf OUTrL() W TYPE "A" DRYWELLS 1(0) 0.30 cfs = 0.30 cfs TYPE "FI" DItYVV1:LI.S 0(0) 1.00 cfs = 0.00 cfs `f OTA L = 0.30 cfs SAFEWAY.XLS Area 5 . ~ PROJECT 108 NO SHEET / DESIGNED DATE 4 - Z/-S~ ~ / 1I ITEM CHECKED DATE ~ ! o~_.. t. , I_ € • ! • . ; ~ , -r - f-•-- - ; , ' Gy/1: ,a ~ , / : GNiz. 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RETURN TO COUNTY ENGINEER PREP.AREi D 13Y: J-U-B ENGII'JEER,S, Inc. 1250 Iroilwood Drive, Sui.t;e 220 Coeur d'Alene, Idaho 83814 BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: 5 REVIEWER: Lennemann Tc (overiand) Tc (gutter) Areas A'C NUMBER OF DRYWELLS PROPOSED DATE: 13-May94 1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 0.49 0.90 0.441 Total area (calc.) (see 1-11) " .0.49 Z1 = 0 0.00 0.15 0 Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 0 0.00 0.00 0 Composite "C" (calc.) (see H1) Q.90 , N(A) 0 B= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0 Area (Acres) 0.49 s= 0 0.00 0.00 0 C' Factar . 0.90 Tc (A) = 0.00 d= 0 0.00 . 0.00 0 Impervious Area(sq. ft.) 21423 Total A Comp "C° Valume Provided 208: 2090 storm: 2090 L1(B) = 0 Tc (gu) = 0.00 0.49 0.90 Outflow (cts) 0.3 N(B) = 0 Tc(A+g) - 0.00 ' Area " C" Factar 0.44 S(B) = 0 Q=C'I"A= 1.40 Tc(tat.) = 5.00 Q(est.) = 0.00 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensiry = 3.18 Time Time Intensity Q dev, U in V out Storage ' q= p Inc. Inc. WP = ERR (min.) (sec,) (n.lhr.) (cfs) , (cu. ft.) (cu, ft.) (cu. ft.) R = ERR (#t'60) (A"C'#3) (Oud.'#2) (#5-#6) V= ERR Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR 5.00 300.00 3.18 1.40 564 90.00 474 Tc (ovedand) = CY(L1'N1S"0.5)"0.6) Q(est) = ERR Ct=0.t5 5 300 3.18 1.40 564 90 474 L1= Length of Overland Flow Holding = 0.00 10 600 2.24 0.99 693 180 513 N= friction factor of overiand flow (.4 for average grass cover) 15 900 1.77 0.78 782 270 512 S= average slope of overland flow 20 1200 1.45 0.64 833 360 473 Tc (gutter) = Length (ft.)Nelocity (ft.lsec.)160 25 1500 1.21 0.53 855 450 405 B= Bottom width of gutter or ditch 30 1800 1.04 0.46 872 540 332 Z1= inverse of cross slope one of ditch 35 2100 0.91 0.40 884 630 254 Z2 = inverse of cross slope iwo of ditch 40 2400 0.82 0.36 905 720 185 d= depth of flow in gutter (estimate, check estimate with Flaw) 45 2700 0.74 0.33 914 810 104 Area = d'B+d"2l2'(Z1+Z2) 50 3000 0.68 0,30 930 900 30 Wetted perimeter= B'd+(1lsin(atn(121))+11sin(atn(1/Z2))) 55 3300 0.64 0.28 960 990 •30 Hydraulic Radius = R= ArealWetted Perimeter 60 3600 0.61 0.27 996 1080 •84 Velocity =1.4861n"R^.667"s",5 65 3900 0.60 0.26 1059 1170 -111 FIow=Velocity'Area 70 4200 0.58 0.26 1100 1260 -160 n= 0.016 for asphalt 75 4500 0.56 0.25 1137 1350 -213 s= longitudinal slope of gutter 80 4800 0.53 0.23 1146 1440 -294 85 5100 0.52 0.23 1193 1530 -331 90 5400 0.50 0.22 1213 1620 -407 95 5700 0.49 0.22 1254 1710 -056 100 6000 0.48 0.21 1292 1800 -508 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in! 12 inJft. = 893 cu. ft. provided: 2090 cu. (t. OK! DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM Maximum storage required by Bowstring = 513 cu. ft. provided: 2090 cu. ft. OK! Number and lype af Drywells Required = 1 Single 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway T1ME OF CONCENTRATION (minutes) . DETENTION BASIN DESIGN BASIN: 4 REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas "C" A'C NUMBER OF DRYWELLS PROPOSED DATE: 13-May-94 ~ 1 Single (type A) 0 Double (rype B~ Ct = 0.15 L2 = 0 1.00 0.90 0.9 Total Area (calc.) (see FI1) 1.00 ' • " • • Zi 0 ' 0.00 0.15 0 ` Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 0 0.00 0.00 0 Composite'C" (calc.) (see H1) , 0.90 , N(A) = 0 B= 0 0.00 0.00 0 Time of Conc. (min) 5,00 S(A) = 0 n= 0 0.00 0.00 0 Area (Acres) 1 s= 0 0.00 0.00 0 , C' Factor • 0.90 . Tc (A) = 0.00 • d= 0 . 0.00 0.00 0 Impervious Area (sq, ft.) 43855 Total A Comp °C" Volume Provided 208: 3675 storm: 3675 L1(B) = 0 Tc (gu) = 0.00 1.00 0.90 Outflow (cfs) 0.3 N(B) = 0 Tc(A+B) = 0.00 ' Area • C" Factor 0.90 S(B) = 0 Q=C'I'A= 2.86 - Tc(tot.) = 5.00 Q(est.) = 0.00 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18 Time Time Intensity Q dev. V in V out Storage A= 0 Inc,• Inc, WP = ERR (min.), (sec.) (inJhr.) (cfs) (cu. ft.) (cu. ft,) (cu. ft.) , . R = ERR (#1'60) (A'C'#3) (OutF.'#2) (#5-#6) V = ERR - ~ - - Tc (tota~ = Tc (overianc) + Tc (gutter) Tc(gu) = ERR _ 5.00 300.00 3.18 , 2.86 1151 90,00 1061 Tc (overland) = Ct.(L1,+wS1-0.5)^0.6) Q(est) = ERR Ct = 0.15 ' 5 300 3.18 2.86 1151 90 1061 L1 = Length of Overland Flow Halding = 0.00 10 600 2.24 2.02 1415 180 1235 N= ftiction factor af overiand flow (.4 for average grass cover) 15 900 1.77 1.59 1596 270 1326 S= average slope of overland flow 20 1200 1.45 1.31 1699 360 1339 Tc (gutter) = Length (ft.)Nelocity (ftJsec,)!60 25 1500 1.21 1,09 1745 450 1295 B= Bflttom width of gutter or ditch 30 1800 1.04 0.94 1780 540 1240 Z1 = inverse of cross slope one of ditch 35 2100 0.91 0.82 1803 630 1173 Z2 = inverse oi cross slope iwo of ditch 40 2400 0.82 0.74 1846 720 1126 d= depth of flow in gutter (estimate, check es6mate with Flow) 45 2700 0.74 0.67 1866 810 1056 Area = d'B+d"212'(Z1+7-2) 50 3000 0.68 0.61 1898 900 998 Wetted perimeter= B'd+(1lsin(atn(121))+11sin(atn(122))) 55 3300 0.64 0.58 1960 990 970 Hydraulic Radius = R= ArealWetted Perimeter 60 3600 0.61 0.55 2032 1080 952 Velocity =1.4861n'R".667's".5 65 3900 0.60 0.54 2161 1170 991 Flow = Velocity'Area 70 4200 0.58 0.52 2246 1260 986 n= 0.016 for asphaft 75 4500 0.56 0.50 2319 1350 969 s= longitudinal slope of gutter 80 4800 0.53 0.48 2338 1440 898 85 5100 0,52 0.47 2435 1530 905 90 5400 0.50 0.45 2416 1620 856 95 5700 0.49 0.44 2559 1710 849 100 6000 0.48 0.43 2636 1800 836 DRAINAGE POND CALCULATIONS Required grassy swale pond starage volume = Impervious Area x.5 inJ 12 in.lR. = 1827 cu, ft. provided: 3675 cu. ft. OK! DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM Maximum storage required by Bowstring = 1339 cu, ft. provided: 3675 cu. ft. OKl Number and type of Drywells Required = 1 Single 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway TIME OF CONCENTRATION (minutes) ' DETENTION BASIN DESIGN BASIN: 3 REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas C. A'C Nl1MBER OF DRYWELLS PROPOSED DATE: 13-May-94 1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 0.44 0.90 0.3933 Total Area (aalc.) (see H1) " 0.44 Z1 = 0 " 0.00 0.15 ~ 0 • Time of Gonc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 0 0.00 0,00 0 Composite "C" (calc.) (see H1) 0.90 N(A) _ , 0 B= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0,00 0 Area (Acres) 0,437 s= 0 0.00 0.00 0 C' Factor 0,90 Tc (,4) = 0,00 d= • 0 0,00 0,00 0 Impervious Area (sq. ft.) 19040 Total A Comp "C" Volume Provided 208: 1600 storm: 1600 L1(B) = 0 Tc (gu) = 0.00 0.44 0.90 Outllow (cfs) 0.3 N(B) = 0 Tc(A+B) = 0.00 Area' C" Factor 0,39 S(B) = 0 Q=C'I'A= 1,25 = Tc(tat.) = 5.00 Q(est.) = 0.00 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18 Time Time Intensity Q dev, V in V out Storage A= 0 Inc. Inc. WP = • ERR (min.) (sec.) (n.lhr.) (cfs) (cu.,ft.) (cu, ft.) (cu. ft.) . R = _ ERR (#1'60) (A'C'#3) (Outf."#2) (#5-#6) V = ERR Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR 5.00 300.00 3.18 . 1.25 503 90.00 413 Tc (overland) = CY(L1 "N!S"O.5)"0.6) Q(est) = ERR , Ct=0.15 • 5 300 3.18 1.25 503 90 413 L1= Length of Overland Flow Holding = 0.00 10 600 2.24 0.88 618 180 438 N= hiction factor of overland flow (.4 for average grass cover) 15 900 1.77 0.70 698 270 428 S= average slope of overland flow 20 1200 1.45 0.57 743 360 3$3 Tc (gutter) = Length (ft.)Nelocity (fl./sec.)!60 25 1500 1.21 0.48 762 450 312 B= Bottom width of gutter or ditch 30 1800 1,04 0.41 778 540 238 Z1= Inverse of cross slope one of ditch 35 2100 0,91 0.36 78$ 630 158 Z2 = inverse of cross slope two of ditch 40 2400 0.82 0.32 807 720 87 d= depth of flow in gutter (estimate, check estimate with Flow) 45 2700 0.74 0.29 615 810 5 Area = d`B+d"2!2'(Z1+Z2) 50 3000 0,68 0.27 830 900 •70 Wetted perimeter = B'd+(11sin(atn(121))+1lsin(atn(122))) 55 3300 0,64 025 856 990 •134 Hydraulic Radius = R= Area►Wetted Perimeter 60 3600 0.61 0.24 888 1080 -192 Velocity=1,4861n'R1.667's".5 65 3900 0.60 024 944 1170 -226 Flow = Velociiy'Area 70 4200 0.58 0,23 981 1260 -279 n= 0.016 for asphalt 75 4500 0.56 0.22 1014 1350 -336 s= long'dudinal slope of gutter 80 4800 0.53 0.21 1022 1440 -418 85 5100 0.52 0.20 1064 1530 -466 90 5400 0.50 0.20 1082 1620 •538 95 5700 0.49 0,19 1118 1710 -592 100 6000 0.48 0.19 1152 1800 -648 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Imperoious Area x.5 inJ 12 inJR. = 793 cu. ft. provided: 1600 cu. ft, OKI DRYWELL REQUIREMENTS • 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 438 cu. ft. provided: 1600 cu. ft. OKI Number and type of Drywells Required = 1 Single 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: 2 REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas C. A'C NUMBER OF DRYWELLS PROPOSED DATE: 13-May-94 1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 2.62 0.90 2.3562 Total Area (calc.) (see H1) 2,62 ` Z1 0 ` 0.00 0,15 0' Time of Conc. (calc.) (see H1) 5.00 L1(A) = 0 Z2 = 0 0,00 0.00 0 Camposite'C" (calc.) (see H1) 0.90 N(A) = 0 B= 0 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0 Area (Acres) 2.618 s= 0 0,00 0.00 0 C' Facto► 0.90 Tc (A) = 0.00 d= , 0 0,00 0.00 0 Impervious Area (sq. ft.) 114048 Total A Comp "C" Volume Provided 208; 9505 storm: 9505 L1(B) = 0 Tc (gu) = 0.00 2.62 0.90 OutFlow (cfs) 0,3 N(B) = 0 Tc(A+B) = 0.00 Area ` C" Factor 2.36 S(B) = 0 Q=C'I"A= 7.49 Tc(tot.) = 5A0 Q(est,) = 0.00 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensitjr = 3.18 Time Time {ntensity Q dev. V in V out Storage A= 0 Inc. Inc. WP = ERR (min,) (sec.) (in.lhr.) (cfs) (cu, ft.) (cu, ft.) (cu. ft.) R = ERR (#1 "60) (A'C'#3) (Outf.`#2) (#54i6) V = ERR - Tc (totaQ = Tc (overland) + Tc (gutter) Tc(gu) = ERR - 5.00 300.00 3.18 7.49 3012 90.00 . 2922 Tc (overland) = CY(L1 `N1S"0.5)"0.6) , Q(est) = ERR Ct = 0.15 5 300 3.18 7,49 3012 90 2922 Lt = Length of Overiand Flaw Holding = 0.00 10 600 2.24 5.28 3705 180 3525 N= fricqon factor of overiand flow (.4 for average grass cover) 15 900 1.71 4,17 4179 270 3909 S= average slope of overland fiow 20 1200 1.45 3.42 4448 360 4088 Tc (gutter) = Lengdh (ft.)Nelociiy (ft.lsec.)!60 25 1500 1.21 2.85 4567 450 4117 B= Bottom width of gutter or ditch 30 1800 1.04 2.45 4661 540 4121 Z1= inverse of cross slope one of ditch 35 2100 0.91 2.14 4721 630 4091 Z2 = inverse of cross slope two of ditch 40 2400 0.82 1.93 4834 120 4114 d= dapth of flow in gutter (estimate, check estimate with F1ow) 45 2700 0.74 1.74 4886 810 4076 Area = d`B+d^2/2•(Z1+Z2) 50 3000 0.68 1,60 4970 900 4070 Wettedperimeter=B'd+(1lsin(atn(121))+11sin(atn(122))) 55 3300 0.64 1.51 5130 990 4140 Hydraulic Radius = R= AreaMletted Perimeter 60 3600 0.61 1.44 5321 1080 4241 Velociry =1.4861n'R".667s",5 65 3900 0.60 1.41 5658 1170 4488 Flow = Velocity'Area 70 4200 0.58 1.37 5879 1260 4619 n= 0.016 for asphalt 75 4500 0.56 1.32 6012 1350 4722 s= longitudinal slope of gutter 80 4800 0.53 1.25 6122 1440 4682 85 5100 0.52 1.23 6374 1530 4844 90 5400 0,50 1.18 6482 1620 4862 95 5700 0.49 1.15 6699 1710 4989 100 6000 0.48 1.13 6901 1800 5101 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in.112 in.lft. = 4752 cu. ft. provided: 9505 cu. ft. OK! DRYWELL REQUIREMENTS -10 YEAR dESIGN S70RM Maximum storage required by Bowshing = 5141 cu. ft. provided: 9505 cu. ft. OK! Number and type of Drywells Required = 1 Single 0 Double . BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: 2 REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas C. A'C NUMBER OF DRYWELLS PROPOSED DATE: 13•May-94 1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 1.00 0.90 0.9 Total Area (calc,) (see H1) 1.00 " 21 = 0" 0.00 05 0 Time af Conc. (calc,) (see H1) 5.00 L1(A) = 0 Z2 = 0 0.00 0.00 0 Composite "C" (calc.) (see Ht) 0.90 N(A) 0 B=, 0 , 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0 Area (Acres) t s= 0 0.00 0.00 0 C' Factor 0,90 Tc (A) = 0.00 d= 0 0.00 0.06 0- Impervious Area (sq. ft.) 43842 Total A Ccmp "C' Volume Ptovided 208: 3810 storm; 3810 Lt (B) = 0 Tc (gu) = 0.00 1.00 0,90 Outflow (cfs) 0.3 N(B) = 0 Tc(A;8) = 0.00 Area' C" Factor 0.90 S(B) = 0 Q=C'I'A= 2.86 = Tc(tot.) = 5.00 Q(est.) = 0.00 #1! #2 #3 #4 #5 #6 #7 Tc (B) = 0,0 Intensity = 3.18 Time Time Intensit}r Q dev. V in V out Storage A= 0 Inc. Inc. WP = ERR . (min.) (sec,) , (in.lhr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = ERR (#1'60) (A'C'#3) (Outi.'#2) (#5-#6) V = ERR Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR »5.00 ^ 300.00 ^ 3.18 2.86 1151 90.00 1061 Tc (overlanc) = CY(L1'N!S"0.5)"0,6) Q(est) = ERR . Ct = 0.15 5 300 3.18 2.86 1151 90 1061 L1= Length of Overland Flow Holding = 0.00 10 600 224 2.02 1415 180 1235 N= friction factor of overiand flow (,4 for average grass cover) 15 900 1.77 1.59 1596 270 1326 S= average slope of cverland flow 20 1200 1.45 1,31 1699 360 1339 Tc (gutter) = Length (ft.)Nelocity (ftJsec.)!60 25 1500 1.21 1.09 1745 450 1295 B= Bottom width of gutter or ditch 30 1800 1.04 0.94 1180 540 1240 Z1= inverse of cross slope one of ditch 35 2100 0.91 0.82 1843 630 1173 Z2 = inverse of cross slope lwo of ditch 40 2400 0.82 0.14 1846 720 1126 d= depth ot ftow in gutter (estimate, check estimate witfi Flow) 45 2700 0.74 0.67 1868 810 1056 Area = d'B+d^2!2'(Z1+Z2) 50 3000 0.68 0.61 1898 900 998 Wetted perimeter= B'd+(11sin(atn(11Z1))+1lsin(afi(122))) 55 3300 0.64 0.58 1960 990 970 Hydraulic Radius = R= ArealWetted Perimeter 60 3600 0.61 0.55 2032 1080 952 Velaity=1.4861n'R1-.667`s1,.5 65 3900 0.60 0.54 2161 1170 991 Flow = Velociry'Area 70 4200 0.58 0.52 2246 1260 986 n= 0.016 for asphalt 75 4500 0,56 0.50 2319 1350 969 s=(ongitudinal slope of gutter 80 4800 0.53 0.48 2338 1440 898 85 5100 0.52 0.47 2435 1530 905 90 5400 0,50 0.45 2476 1620 856 95 5700 0.49 0.44 2559 1110 849 100 6000 0.48 0,43 2636 1800 836 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 inJ 12 inJft. = 1827 cu. ft. provided: 3810 cu. ft. OK! DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 1339 cu, ft. provided: 3810 cu, ft. OK! Number and type of Drywells Required = 1 Single 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: safeway TIME OF CONCENTRATION (minutes) • . DETENTION BASIN DESIGN BASIN: 1 REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas C. A'C NUMBER OF DRYWELLS PROPOSED DATE: 13-May94 1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 0.59 0.90 0.531 Total Area (calc.) (see H1) 0.59 ~ 21 .0 0.00 0.15 0~ Time of Conc, (calc,) (see 1-11 ) 5.00 L1(A) = 0 Z2 = 0 0.00 0.00 0 Composite "C" (calc.) (see H1) _ 0.90 N(A) = 0 B= 0 0.00 0,00 0 Time oi Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0 Area (Acres) 0.59 s= 0 0.00 0.00 0 C' Factor 0.90 Tc (A) = 0,00 d= . 0 0.00 0.00 0 Impervious Area (sq. ft.) 25730 Total A Comp "C" Volume Provided 208: 2200 storm: 2200 L1 (B) = 0 Tc (gu) = 0.00 0.59 0.90 Outllow (cfs) 0.3 N(B) = 0 Tc(A+B) = 0.00 Area ` C" Factor 0.53 S(B) = 0 Q=C'I'A= 1.69 - ==:Y= Tc(tat.) = 5,00 Q(est) = 0.00 - #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3,18 Time Time Intensity Q dev. V in V out Storage A= 0 Inc, Inc. WP = ERR (min.) (sec.) (inllv,) (cfs) (cu. ft,) (cu. ft.) (cu, ft.) , R = ERR (#1 "60) (A'C`#3) (Ouff.'#2) (#5-#6) V = ERR = Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = ERR 5.00 300.00 ^ 3.18 1.69 679 90.00 589 Tc (overland) = Ct'(L1'MIS"0.5)"0.6) Q(est) = ERR ' Ct = 0.15 5 300 3.18 1.69 679 90 589 L1= Length of Overland Flow Holding = 0.00 10 600 2.24 1.19 835 180 655 N= friction factor of overland flow (.4 for average grass cover) 15 900 1.77 0.94 942 270 672 S= avetage slope of overland flow 20 1200 1.45 0.77 1002 360 642 Tc (gutter) = Length (ft.)Nelocity (ftJsec.)/60 25 1500 1,21 0,64 1029 450 579 B= Bottom width oi gutter or ditch 30 1800 1.04 0.55 1050 540 510 Z1= inverse oi cross slope one of ditch 35 2100 0.91 0.48 1064 630 434 Z2 = inverse of cross siope two of ditch 40 2400 0.82 0,44 1089 720 369 d= depth of flow in gutter (estimate, check estimate witli Flow) 45 2700 0.74 0.39 1101 810 291 Area = d'B+d"2/2`(Z1+Z2) 50 3000 0.68 0.36 1120 900 220 Wetted perimeter = B'd+(llsin(atn(121))+11sin(atn(1fL2))) 55 3300 0.64 0.34 1156 990 166 Hydraulic Radius = R= ArealWetted Perimeter 60 3600 0.61 0.32 1199 1080 119 Velocity =1.486/n'R".667`s".5 65 3900 0.60 0.32 1275 1170 105 Flow = Velocity'Area 70 4200 0.58 0.31 1325 1260 65 n= 0.016 for asphalt 75 4500 0.56 0.30 1368 1350 18 s= longitudinal slope of gutter 80 4800 0.53 0.28 1380 1440 -60 85 StOQ 0.52 0.28 1436 1530 -94 90 5400 0.50 0.27 1461 1620 -159 95 5700 0.49 0.26 1510 1710 -200 100 6000 0.48 0.25 1555 1800 -245 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in.l 12 in1ft. = 1072 cu. ft. provided: 2200 cu. ft. OK! DRYWELL REQUIREMENTS -1Q YEAR DESIGN STORM Maximum storage required by Bovustring = 672 cu. ft. provided: 2200 cu. ft. OKI Number and type of Drywells Required = 1 Single 0 Double , 4 , • • , ' SAFEWAY SUPERMA.RKET , SPRAGUE AVENUE AND EVERGR,EEN RQAD , SPOKANE COLnvTY, WASHINGTON . STORM WATER RUNOFF STOR.AGE AND DISPOSAL CALCULATIONS PR,EPARED FOR: FIRST WESTERN DEVELOPMENT • • ° s y . c,~ ~o E' TE ~ . ~X/ONA1. . E~!PIaES 7 - 22 - 9.~ . . April 21,1994 PREPARED BY: J-U-B ENGINEERS, Inc. 1250 Ironwood Drive, Suite 220 Coeur d'Alene, Idaho 83814 - ~ ~ PUR.POSE The purpose of this report is to submit, for approval, the assumptions calculations, and design of the roof and site drainage and drywells for the proposed Safeway superm.arket The information in this report will provide calculations for the following: • Drywell Sizing - Drywells are sized as follows: Type "A" drywells will be assumed to handle 5,000 SF of surface runoff. Type "B" drywells will be assumed to handle 15,000 SF of . surface runoff. Where this relationship is exceeded the Bowstring method of runoff calculation will be used to justify the drywell selection. • Drainage Structures - Pipes, ditches, and other drainage conveyance structure sizes and geometry will be justified with calculations. Runoff is calculated by use of the Rational Method. Other information provided with this report will provide the following: • Grades - Contours and spot elevations are provided on attached drawings. One percent min;mum slopes are used to convey runoff across paved surfaces where concrete curb and gutter are - not utilized. • Pavement - Attached drawings indicate where all travel , surfaces are to be paved unless a paving waiver has been , granted. _ • Swale Cross-Sections - Typical cross sections of swales are detailed on attached plans. Details indicate sodded side slopes . not steeper than 2:1 for up to a maximum of 12 inches depth. Swales which are greater than 12" in depth will have 3:1 side slopes. The tops of swales are a minimum of 2" above the ri.m elevation of drywells to provide freeboard for stormwater. • Elevations - Both bottom of swale elevations and drywell rim elevations are indicated on attached drawings. Calculations have been made in accordance with the Spokane County "Guidelines for Stormwater Mariagement". EXISTING FACILITIES The proposed site is a 10.88 acre site. The site fronts Sprague Avenue on the north and Evergreen Road on the west. Currently all runoff from the site flows to low points on and off of the site. Presently there are no stormwater treatment and disposal facilities on the site. PRnPnSED FACILITIES The proposed facilities are parking facilities, a 55945 SF Safeway building, two future anchor stores of 18000 SF and 25000 SF, a future retail shop of 4200 SF, and future store pad of 7500 SF. Building Runoff The Safeway building, the future Anchor #1 building will be tightlined d.irectly to a bank of six Type II drywells at the rear of the building. All mechanical equipment on the roof of the building will be oil free or sealed as indicated in the specifications provided by the architect. Also roofs will be non-asphaltic as per architectural roof plan. The six drywells are interconnected by an S inch pipe to equalize flow between them. The future Anchor #2 and Retail Shops buildings will be tightlined to two Type "B" drywells. Pad "A" will be tightlined to one Type "B" drywell. All calculations for drywell requirements are shown in the Appendix. Parking Lot Runoff The proposed parking lot is divided into five drainage areas, 1, 2, 3, 4 and 5. Area 1 sheet drains to the west and north to a 2200 SF grassy swale. Area 2 sheet drains to the north to a 3810 SF grassy swale west of the center approach and a 9505 SF grassy swale on the east. Area 3 also drains to the north to a 1600 SF grassy swale. Area 4 and 5 drain to the southern corners of the site to a 3665 SF and 2090 SF swale respectively. . . - • . : The area provided for infiltration in each of these swales is designed to accommodate 1/2 inch of runoff dra'ining from the impervious surfaces, in a swale of a six inch depth. Runoff from all of the areas enter the swales through curb cuts except for the Area 3 swale which enters through a trench drain in the sight access sidewalk. Peak runoff from this area is 1.25 CFS for a 10 year storm event. As the calculations in the appendix show, depth flow through the trench drain is approximately 3.2". The available inlet flow capacity . exceeds the peak flow runoff. ~ Curb cuts are designed to handle all peak flows from the various' ; areas draining through them into the swales. Calculations are shown in the appendix verifying that the largest area which drains through a curb cut will drain through the 5 foot wide at the top and 3 foot wide at the base curb cut. Area 2 West has the largest area draining through a single curb cut. ~ a ~ ~ ~ z ( y ~ F z O ~ ~ ~ 6 0 J r Z ° ~ ° - ' - ~ • a - ~ + - + ' ~ , , 4' _ ~ • . ~ ~ ~__a~n_~ ! ~ 9 0 ' r. r a ^r t ✓ ~ ` SPRAti~IE AVE. ( ,~-,s+ • ~ ~ ~ 8 • ow'....$' !Iq A~I ~ s , • ' - • -----~---6 g ~g g 9 a •.v Q ~ ~ ~ ~ . ~ _ ~ ~ . , . . . . a d ~ ~ ~ ~I , - ~ i, ~ ~ ! ~a~ sw~ . a NOT A PART , ~ S • 208' SIYALE • 1 I ' ` ! - - - - - ~ ~ , , - ti ~ JfIS~IN"v ~ I PA.~:~~iG ( ~ , ~ ~ ~ r ~ r ti r ~ r ~ r ~ r ~ r 1 . ~ _ ~I I ~ . ~ . ~ °tt+~ ~ PAD 'A' . ~ , ~ 9 ~ ; ~'i" ; ~ RE'Ail • ' ~ ~ ~ ~ ' y ~ ` ~ r► i ~ t~ t i r ~ ' . • ti ~ ~ ' ~ 1 ' r~ : ' ~ ; cxo^~. . . ~ I ~ ~ . ~ ~ f" ~ ~J ~ ~ ~ ~ ~ ~ l J l / l J t J l 1 l 1 t ) l 1 l I ~ r aae ar . ~ ~ ~t , ~ ~ , ~ ~ ~ i ~ ~ . ~ ' ~ 1 ! >>~~~~~r I ( ~ ' ~ ~ ' ~ p~~■ ' f t I RLIIYI j ~ I ~ ~ 1 cu /~p~ . ' ♦ ~ ~f1VrJ 1 ~ / ~ ANGiOR GROCERY IWCNOR ( ~ , i sa,.~r ~ ' ~2 , ;r a ~ ~ / ' ~ ' , ~ ~ ram,r ~ / w. art ' ~ ~ ~ ~ ~ . I ~ ~ , i ~ ~ ~ , ' ~%/i;~/./,; ( ~ , ~ ~ ~i~ } 1 i . ~ w.;..~.~; w ~ w, j ~ ~ 4' r~~ ' ~ j 20~ SIVALE 1 ~ ~ , • I ~ ~ e ` ~~~._._._.?o~ sw~ ~ , y . , ~ ~ _ : Y ~ ; 7 n~a. - , naws.1 ' ,e, - - . , ~ ' I N ~ 4~. ~ ~~V ~ ' ' ' ' ~ ~ ' f ~X'~ , ~ ~ soa aooa~t ~ ' t~r 8 . . . . ~ u~ i 1 - ~ ~i ~ ~ ~ w. oiv,.~N2s ~ ~ ~ ~ - ~ i b ~ ~ f ~ ~ " ! ~ ' ~ ~ . o • , Ll L ~ ~ ~ ~ , ~ , i r SAFEWAY SITE DRAINAGE , ; ; ~ ~ ~3 aswyoes pl.naos ~ •o f ' . ~ ' . . • . AL ' DETENTION BASIN AND DRYWELL DESIGN DRAINAGE AR,EA 1 (See Figure I) 1. Paved Area 25,730 sq. ft. 2. Swale Area Requirements (1/12 Ratio) "208" 6" ponding depth, area 2,144 sq. ft. , Area Available 2,200 > Area Required 2,144 d~- 3. Dry Well Requirements per Bowstring detention basin design. rr,~,re uA» 1 1 y ~J 1 Type uB" 0 DR.AINAGE AREA 2West (See Figure I) 1. Paved Area 43,842 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 3,654 sq. ft. Area Available 3,810 > Area Required 3,654 C'L 3. Dry Well Requirements per Bowstring detention basin design. ~y~rT4,~,~e uA» 1 rP~,Y,e uB» O 1 J' Y DR.AINAGE A.REA 2 East (See Figure I) 1. Paved Area 114,048 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 9,504 sq. ft. Area Available 9,505 > Area Required 9,504 h. 3. Dry Well Requirements per Bowstring detention basin design. rT4,~,~e u A » O l .y !J 1~ i y ~~ri~,~.~e uB» 1 DR.AINAGE A.REA 3 (See Figure I) 1. Paved Area 19,040 sq. ft. 2. Swale Area Requirements (1/12 Ratio) 11208" 6" ponding depth, area 1,587 sq. ft. Area Available 1,600 > Area Required 1,587 a~. 3. Dry Well Requirements per Bowstring detention basin design. : Type "A" 1 ~ Typ@ uB" 0 _ DRAINAGE AREA ~ (~~e F1guTe I) 1. ~av~d Area 43,855 Sq. ft. 2. Swa~e Area Requirements (1112 R,atio) 11208„ 6" ponding depth, area 3,655 sq. ft. ' Area Available 3,675 > Area Required 3,655 3. Dry WeE Requirements per B-ows-tring d+etentzon basin design. . "N' 1 ---Type u~~~ ~ ~~~~AG~ ~ ~igure I) 1. Paved Ared 21,423 sq. ft. ,I 2, Swale Area R,equirenaents (1112 Ratio) ~ "20811 6" ponding depth, aurea 1,785 sq. ft. . Area Available 2,090 > Area Required 1,785 , 3. Dry Well Req~~~ents per Bowstn'ng detentian basin design, Type"A" 1 . . ~ ~B" 0 ~ 4 SAFEWAY ANCHOR # RODF AREA ~ 1. Roof Area 755-5,945 + 25,000 = 80,945 sq. ft. 2. Dry Well Requirements 1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A") Typ "A" 0 e «B" 6 ~ 7~~ ~CH R#1 RETAIL SHOPS ROOF AREA 1. Roof Are 18,000 + 4,200 = 22,200 sq. ft. 2. Dry Well Requirements (1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A") Type "A" 0 Type "B" 2 PAD "A" ROOF AREA 1. Roof Area 7,500 sq. ft. 2. Dry Well Requirements (1/15000 Ratio for Type "B" and 1/5000 Ratio for Type "A"} 1ype "A" Q rr.r~e uDD» 1 1 J~ ~1 . _ 4 , , ' . • , 10 YEAR STORM, BOWSTRINC, METHOD DETENTIOiV BASIiN DESIGN AND ANALYSLS, POST-DEVELOPMENT - SAFEWAY SUPERMARKET TIME INc.'REIvEN'I' (MIN.) 5 * TIME OF ('ONC.'EN'i'RATION (vQN.) 5 0(JTFLQW (('FS.) 0.30 DRYWFLL O[lIFLOW UES[GN YEAR FL,UW (YR.) 10 ' AREA (A('RFS) 0.59 QNF'I.TT AR.EA t)EVELOPEU "C" FA(`TOR 0.90 AREA x 0.53 [)RAINA(:iE AREA (SQ. FT.) 25730 IMPEFZV10I1S AREA (SQ.FT.) 25730 TINE [Nc'. TIME INc°. INTENSITY Q UEVEL V W•* V O1.fT STURAC;E (MIN) (SE(') (IIN/HR) (c:'FS.) ((.°T.1. Fl'.) (0J. FT.) (c°I.I. Fi'.) 5 300 3.18 in/hr 1.69 679.59 90.00 589.59 10 600 2.24 ui/hr 1.19 835.95 1230.00 65595 15 900 1.77 in/hr 0.94 942.83 270.00 672.83 20 1200 1.45 uVhr 0.77 1003.63 360.00 643.63 25 1500 1.21 in/hr 0.64 1030.49 450.00 580.49 30 1800 1.04 in/hr 0.55 1051.57 540.00 511.57 35 2100 0.91 in/hr 0.48 1065.25 630.00 435.25 40 2400 0.82 icVbr 0.44 1490.68 720.00 370.68 45 2700 0.74 in/tu 0.39 1102.29 810.00 292.29 50 3400 0.68 in/hr 0.36 1121.36 900.00 221.36 55 3300 0.64 ictJhr 0.34 1157.47 990.00 167.47 60 3600 0.61 in/hr 0.32 1200.50 1080.00 120.50 65 3900 0.60 irdhr 0.32 1276.51 1170.00 106.51 70 4200 0.58 in/hr 0.31 1326.46 1260.00 66.46 75 4500 0S6 in/hr 0.30 1370.03 1350.00 20.03 80 4800 0.53 in/hr 0.28 1381.16 1440.00 -58.84 85 5100 0.52 inllu 0.28 1438.03 1530.00 -91.97 90 5400 OSO inThr 0.27 1462.46 1620.00 -157.54 95 5700 0.49 in/hr 0.26 1511.36 1710.00 -198.64 100 6000 0.48 in/hr 0.26 1557.07 1800.00 -242.93 **VIN-1.34#QpEV*cFOR c<=Tc VQV-QUEV*t+.34*QI)EV*TcFOR c>Tc SWALE AREA REQUIR.ED (ciD 6" DEPTH 2144 sf SWALE AREA PRUVIDED (id 6" DEPTH 2200 sf SWALE STORAGE VOLUME REQUQtED 1072 cf ' TOTAL STORAGE AVAII,ABLE 1100 cf CUBIC FEE'I' > MAX. - 673 rf OUTFLO W TYPE "A" DRYWELIS 1("~► 030 cfs - 030 cfs TYPE "B" DRYVYELLS 0(a) 1.00 cfs - 0.00 cts TOTAL = 030 cfs SAFEWAY.]Q.,S Area 1 y • - • . ' ' 10 YEAR STORM, BOWSTRINC METHOD DETENTION BASIN . DESIC;N AND ANALYSIS, POST•DEVELOPMEVT - SAFEWAY SUPERVIARKET TIME INCREMENT (MIN.) 5 * TIME OFCONC'ENTRATION (MIN.) 5 OI.T'TFLOW (('FS.) 0.30 URYWELL UUTFLQW UES[r,N YEaR FLOw (YR.) 10 * AREA (ACRES) 1.01 INPIIT AR.EA * DEVELOPEU "G" FAC'TOR 0.90 AREA x °r. " 091 URAINAGE AREA (SQ. FT.) 43842 ItWERVIQi1$ AREA (SQ.FT.) 43842 TIME 1NC. TIME IN('. INTENSITY Q DEVII, V W** V OU1' STORA(,E (A'M (SEC) (IN/NR) (CFS.) (c'i.i. FT.) ((:'"t1. FI'.) (C.TJ. FT'.) 5 300 3.18 in/1u 2.88 1157.97 90.00 1067.97 10 600 2.24 in/hr 2.03 1424.39 180.00 1244.39 15 900 1.77 in/hr 1.60 1606.52 270.00 1336.52 20 1200 1.45 in/hr 1.31 1710.11 360.00 1350.11 25 1500 1.21 in/hr 1.10 1755.87 450.00 1305.87 30 1800 1.04 in/hr 0.94 1791.30 540.00 1251.30 , 35 2100 0.91 in/hr 0.82 1815.11 630.00 1135.11 40 2400 0.32 in/hr 0.74 1858.43 720.00 1138.43 45 2700 0.74 in/hr 0.67 1878.21 810.00 1068.21 50 3000 0.68 in/hr 0.62 1910.71 900.00 1010.71 55 3300 0.64 in/hr 0.58 1972.24 990.00 982.24 60 3600 0.61 in/hr 0.55 2045.56 1080.00 965.56 65 3900 0.60 in/hr 0.54 2175.07 1170.00 1005.07 70 4200 0.58 40r 0.53 2260.18 1260.00 1000.18 75 4500 0.56 in/hr 0.51 2334.42 1350.00 984.42 80 4800 0S3 in/hr 0.48 2353.39 1440.00 913.39 85 5100 0.52 in/hr 0.47 2450.30 1530.00 920.30 90 5400 0.50 in/hr 0.45 2491.93 1620.00 871.93 95 " 5700 0.49 in/hr 0.44 2575.25 1710.00 865.25 100 6000 0.48 in/lv 0.43 2653.13 1800.00 853.13 'wVIN=1.34#QI)EV#tFOR t<=Tc VIIV=QDEV*c+.34*QI)EV*TcFOR c>Tc SWALE AREA REQUIRED (v 6" DEPTH 3654 sf SWALE AREA PROVtDED @ 6" DEPTH 3810 sf SWALE STORAGE VOLUME REQUIRED 1827 cf ' TOTAL STORAGE AVAILABLE 1905 cf CUBIC: FEET > ibiAX. - 1350 cf OUTFLO W TYPE "A" DRYWELLS 1(4) 030 cfs = 030 cfs TYPE "B" DRYWELI.S 0@ 1.00 cfs = 0.00 cfs TOTAL = 0.30 cfs SAFEWAY.XLS Area 2 West 10 YEAR S'TOR1VI, $(3WSTRING iMETHOD DETE1V'FIOiV BASIiV DF.SrGN ANi1 ANALYSLSt POST-DEYELOPNLEN T -SACEVYAY Si1PERNIARICET TIIviE fNCREN1ENT 041N.) 5 * TLMIE 4F f.`ON(`EN'['RATION (MIN.) 5 * OI.1TFZ.OW (€`FS.) 1.190 bRYWEI..L 01.FrFLOW ` - I)ESI6N YEAR FiYO4V (YR.) 10 * AREA (ACRE5) 2.62 NP[lT.4REA ' * [IEVLLC)PEd) FA[:7DR 0.90 X t] L` * P ftrY41 y fLfV::!"\ M S {,.~6 DRLINA(]E AI2EA (SQ. FT.) 114048 - iWERVIDI.IS AkEA (SQ.FT.) 114048 TIlv1E iNi::. TIIvT INC. rtNTENSiTY Q DEVEL v CN vO[.1T STORA(JE NgN] (SEC.) (IN}HR) {(:'FS.) (('Ia- FF) (CU, FI'.) ((_'[J. F'T.) S 300 3.18 urlhr 7.49 3012.28 300.04 2712.28 10 600 2.24 inThr 5.28 3705.33 600.00 3105.33 15 900 1.77 isyllir 4.17 4179.11 900.00 3279,11 20 1200 1.45 in1Lir 3.42 4448.58 1200.00 3248.58 ' 25 1540 1.21 inllv 2.85 4567.62 1500.00 3067:62 30 180[] 1.04 zn1hr 2.45 4661.08 1900.00 2861.08 35 2100 4.91 inllv 2.14 4721.73 2100.00 2821.73 40 2400 0.82 in/hr 1.93 4834,41 240(}.04 2434.41 45 2700 0.74 inl'hr 1.74 4885.97 2700.00 2118517 5~ 3040 0.68 inThr 1.6[} 4974.42 300,0k[} 1970A2 ss 3300 0.64 irqhr 1.51 5130.46 3300.00 1810.46 60 3600 0.63 inft 1.44 5321.19 3600.00 1721 1.19 65 3900 0,60 inlhr 1.41 5658,10 3900.00 1758.10 70 4200 0.58 inlhr 1.37 5879.50 4200.Op 1679.50 75 4500 0.56 inAir 1.32 6072.63 4500.i}0 1572.63 : So 4800 0.53 in1hr 1.25 5121.97 4800.00 1321.97 85 5100 0,52 irvbr 1.23 6374.06 5104.00 1274.06 90 5400 0.54 inlhr 1.18 5482.36 54XW 1482.36 95 5700 0.49 inlhr 1.15 6699.09 5700.00 999.09 '100 6004 0.4$ iNhr 1.13 5901.69 6000.00 901.69 V[N = 1.34 * Q I]EV * kFOR t c- Tc . N1N=QDEV*t+.34~Q r1EY*TcFUl2 t>Tc SWALE AREA REQULRED (0 6" ,DEPTH 9504 sf ~ SWA,i.E AREA P12OVYDEY3 (o G" I?EP'1''&I 9505 sf _ - SVVALE ST4RAGE V4LU]1+iE RDQiJMU 4752 cr TOTAL STORAGE AYAILABLE 4753 cr CUBIC FEE'I' > l1+[AX. = 3279 cf OUTF'LOVY I~ T7CPE"A" DRYWEI.I,-S 0 (dd Q30 cis - 4.00 cfs i 1PE irBrt 11'R1WELLil 1 C& l.slll d$ = 1,00 CIs 'FC]TAL = 1.00 cfs SAF:EWAY.XQ:S Areci 2 E{ist ' ~ ' ' • ' - 10 YEAR STORM. BOWSTRING MUBOD DETENTION BAS(N DESIGN AND AiVALYSIS, POST-DEVELOPMEVT -$AFEWAY SUPERMARKET TIIv1E IN(:'REMENT (N(IN.) 5 * T[ME UF CONc`ENTRATION (MIN.) 5 * U[ ITFLOW (CFS.) 0.30 DRYWEL.L OI.JTFLUW DES[GN YEAR FLOW (YR.) 10 * AfZEA (AC.'RES) 0.44 WF'[1T AREA * I)EVELOPEU "C" FAC:"I'OR 0.90 AREA x 0.39 [)RAINAGE AREA (SQ. FT.) 19040 IMPERVTOCJS AREA (SQ.FT.) 19040 TINE IlVC. TIME W('. INTENSI7Y Q DEVEL V IN V Oi1T STORAGE (1vIIM (SEC) (IN/Ht) (CFS.) (c't1. FT.) (CU. FI'.) (Gt1. FT.) S 300 3.18 ict/hr 1.25 502.89 90.00 412.89 10 600 2.24 in/hr 0.88 618.60 180.00 438.60 15 900 1.77 in/hr 0.70 697.69 270.00 427.69 20 1200 1.45 in/iv 0.57 742.68 360.00 382.68 25 1500 1.21 in/hr 0.48 762.55 450.00 312.55 30 1800 1.44 in/hr 0.41 778.15 540.00 238.15 35 2100 0.91 inThr 0.36 788.28 630.00 158.28 40 2400 0.82 in/hr 032 807.09 720.40 87.09 45 2700 0.74 in/hr 0.29 815.68 810.00 5.68 50 3000 0.68 in/hr 0.27 329.80 900.00 -70.20 55 3300 0.64 in/hr 0.25 856.52 990.00 • 133.48 60 3600 0.61 in/hr 0.24 888.36 1080.00 -191.64 65 3900 0.60 in/hr 0.24 944.60 1170.00 -225.40 70 4200 0.58 in/hr 0.23 981.57 1260.00 -278.43 75 4500 0.56 in/hr 0.22 1013.81 1350.00 -336.19 30 4800 0.53 in/hr 0.21 1022.05 1440.00 -417.95 85 5100 0.52 in/hr 0.20 1064.13 1530.00 -465.87 90 5400 0.50 in/hr 0.20 1082.21 1620.00 -537.79 95 5700 0.49 ui/hr 0.19 1118.40 1710.00 -591.60 100 6000 0.48 iivhr 0.19 1152.22 1800.00 -647.78 V IN - t.34 * Q DEV # t FOR t<= Tc , VIIV=QDEV*t+.34*QDEViTcFOR t>Tc SWALE AREA REQUIRED ("v 6" DEPTH 1587 sf SWALE AREA PROVIDED (6) 6" DEPTH 1600 sf SWALE STORAGE VOLUME REQUIRED 793 cf ' TOTAL SfORAGE AVAILABLE 800 cf CU$IC: FEET > MAX. = 439 cf OUTFLO W TYPE "A" DRYWELLS 1(~~ 030 cfs = 0.30 cfs TYPE "B" DRYWELLS 0(0) 1.00 cfs = 0.00 cfs TOTAL = 0.30 cfs SAFEWAY.XLS Area 3 10 YEAR STORM, BpWSTRING METHC]D DETEiVTIOP! BASIN DESIGN AND ANALYStS, POST-DEVELOpIV[ENT - SAFEWAY SUPERMARKET Z'IIvfE [N(?,EMEN"1` (MIN.) 5 * T2vM OF CDNGENTRAT[UN (11+fIN.) s , * O[J'fFI..OW (("'F'S.) 0.30 IlR'YWFJ_L 01.Tl"FLOW I)ESION YEAR ,Fi..OW (YR.) 30 ¢ AREA (AC:R.ES) 1.o1 WP1J'I"AREA ' * I}EVEI.OPED "C" FAC70R 0.90 AREA x "C"' 0.91 r~~INAr,E AREA (Sq. Fr.) 43855 . IWF-RVIO[15 AREA (SQ.FT.) 43355 TIhVM INC. TIlviE [NC. [AITENSITY Q I]EVEL V IIN V DU'1' STORAc;E (MIN) (SE['} (WHR) Ic-F5.) {Cl.f. FT.) (CY.F. FT'.) (0-1. FF.) . 5 300 3.18 in/hr 2.38 t 158.32 90M 106832 ' l0 640 124 inlhr 2.03 1424.82 184.o0 1244.82 15 400 1.77 inlhr 1.60 1647,00 270_00 1337.00 20 1200 1.45 ufflir 1.31 1710.62 36aM 1354.52 , 25 1500 1.21 iNhr 1.10 1756.39 450.00 1306.39 _30 1800 1.04 in/hr 0,94 1792.33 540.00 1252.33 35 2100 0.91 uVhr 0.82 1815.65 630.00 1185.65 40 2400 0.82 inlht 0.74 1858.98 720.04 1138.98 45 2700 0.74 inlhr 0.67 1878.77 810.(34 1055.77 50 30{}0 0.6$ Mtr 4.62 1911.28 94100 1011.28 SS 3300 0.54 irsJfrr 4.58 1972.82 990.00 98182 60 3640 0.61 u1lhr 0.55 2046.16 1080.00 966.16 ; 65 39GI7 0.60 inlhr 0.54 2175.72 1170.00 1405.72 70 4200 0.58 i[Ar 0.53 2260.85 1260.04 1000,85 • 75 4540 0.56 in/hr 0.51 2335.12 1350.00 485.12 80 4800 0.53 inl`hr 0.48 235C09 1440M 914.09 85 5]o0 4.52 irihr 0.47 2451.02 1530.00 92.1.02 90 5400 0.5fl irihr 0.45 2492.67 1620.00 $72.67 ; 95 5700 0.44 irOrr 0.44 2576.01 1710.OO 866.01 , 100 6000 0.48 irUhr 0.43 2653.92 1800.00 853.92 V iN =1.34 * Q UEV* t F0R t<= Tc I , VN-QC?P-V*tf.34*QI)EV*TcF0R t>1`c ' SWALE AR.EA REQ#JIRED @ 5" DEPTH 3655 sP SWALE f1.REA PROv[DEa (o 61' DEPTH 3675 sP SWALE STORAGE VDi.UME REQUPRED 1827 cf T@TAL S"TOR.AGE AVAILABLE 1838 cf CLTBIC FIEE'I' n, MAX_ - 1351 cF , O[3TFLOW TYI'E "A" ❑RYWEI.[.S 1(a) 0.30 cfs : 4.30 cFs , TYPE "g" ORYWELIS U@ 1.00 efs = 0.04 cfs TOTAL m 430 tfs SAFEWAYALS Axea 4 . . . , S . . ' ' ' 10 YEAR STORM, BpWSTIZiNC. NiETHOD UETENTIORf BASrN " DESI[FN AND ANALYSIS, POST -DEVCLUPMENT -SAFEvVAY SUPERMARKIE'1' - '1"[lIE [N['PEi1MNT (NIIN•) 5 ' Tlt1+iE QF CQN [,ENTRA17C)IV (MIN.) 5 * (?u7'FLfJV4f ((`F'S.) 0.30 I]RYWELL O[1'I"FT.,4W ` T)ES[{}N Y'EAR Fi.OW (YR-) 10 * AREA (AL:RES) 0.49 NP[.TTAREA ' * DEVEL{Jf'Eil FAC70R 0.94 !-1.t1.L:f1 R "Crr 0.~Y D1V'411YAt_IE f1IlLA (SQ. C' I.) L14L3 - , II1eERV10US AR.EA (SQ.Ff.) 21423 - - TIlvE TIME [N[`. INTEN5IT'Y Q i3EVFI. V tN v O[.fT STORA[,E MN} (SEi') (INIIIR) {(`FS.i K1.1. FT.) (('u . FT_) i['l➢. F`9".~ ' S 300 3.18 iiVlsr 1.41 565.~3 90,00 475.83 I ~ 1a 640 2.24 inltsr 0_99 696.02 180.00 516.02 1S 900 1.77 inlhr 0.79 7$5.01 '270.00 51,5.01 , 20 1200 1.45 inThr 0.64 835.63 360.00 4 75.63 , zs isou 1,21 ;l~ 0.54 857.99 ¢so.oo QT99 30 1800 1.04 inlhr 0.45 575.55 540.0(l 335.55 i5 2100 fl.91 inlhr 0.40 886.94 630A 256.94 40 2400 0.82 Whr 036 40& 11 724.00 188.11 ' 45 2700 0.74 in}hr 0.13 917.77 814.04 107.77 - 50 3000 0.68 irsThr 0.30 933.65 940!.Df] 33.65 55 3300 0.64 infhr 0.28 963.72 994.00 -26.28 , 60 3600 0.61 i.cs{hr 0.27 999.54 10SO.00 -80.46 65 3900 0:60 inlhr 0.27 1062.83 1170.Ci0 -107. 1,7 70 4200 0.58 inlt'ir 0.26 110C42 1260_00 -l 55.58 . 75 4500 0.56 inlhr 0.25 1140.70 1350.00 -209.30 80 4800 0.53 i.nThr 0.23 1144.46 1444.00 -240.04 85 5100 0.52 iWhr 0.23 1197.32 1530.00 -332.68 90 5400 0.50in/br 0.22 1217.66 1620.00 -402.34 95 5700 0.49 i.nlhr 0.22 1258.37 1710.44 ~5L63 ~ _l Ot] 6000 0.48 i.nflsr 0.21 1296.43 1800.00 -503.57 - V [N s 1.34 Q i)EV Ft)R t<= 7c • V iA1= Q L}F-V # t+.3d " Q DEV * Tc FpR i > 7`c 5V4fA[.E AREA TtEQUIREU (cd 6" QEPTH 1755 sf SWALE AkEA PRC1VfDED (0 b" pEFTH 2090 sf ; SWALE STORAGE YDLL]ME REQUQtED $93 cf ' TOTAL S`['ORAGE AYAILABI.E 1045 ef C[7BtC IFEE`i' > MAX. - 516 cf ' OiJT1FLOYV TYPE "A" aRYWEI.LS I @ 0.3D cfs - 0.30 cfs TYPE I3RYWELT.S 0@ I.00 cfs s 0.00 cfs T(1TAL - 030 cfs 5AFEW AY.XI.S Area ~ 10B NO SHEET PROJECT DA7E DESIGNED e - Ir~~ S~~•t ~ ~~i CHECKED DATE s , ITEM ~ • t ~ ~ " ~ i i$ ~ ' ~ @ i ~ ~ ~ i ~ ° ; 1 . m.~ 4 G~'-jQ . ; ; ~ , ~ 3 ~ ; ' ; i s _....4 F ~ ~ i 1 - ~ _ 1 ~ • ~ Y . ~ a`t ''/_.a 74 ~ s `D_G.G.4~~~ ' •`1"°: ! ; c". : ~ ! s ; ° 3 _,i ~ ~ .I~ -~,r ~ S ~ `1 i~ e, ~ : f t ~ ~ ~~~~or ; -C -~'4~ ! ; ~ l/ • .f ~ ~ l i ~ { j ~ ~ ~ ~ ____i y~ s j , • s ~ ~ VIA- 7AP ~ t ! t ` ~ D~ ~ ' ji ' ~ t 1 ! j- ~ ; ~ ~ t, ' / S ' 1 ~ t . / ' ~.l? ! ~ ~ ~ t~ ~l~ ~ ~G~/t~,,S.l_. 1 i ~ ID r ~ 3~ i € 1 1 • • ~ , , ~ ~~2,~ --.~7~~ ( ~ - - ~ ~ ► ' o ~ ~ ~ ! 1 ~ j ' _ : ; _ ~ ~/G4 Y ' s Lo • ~ ' ~ ~ i ~ ~ ~ ~ : _ , ~ , ~ ► , ~ i e . ~ ~ ~ " t 4 ~ j ~ ~ ' ' ; ' ~ lok j j ~ E ~ ;i ► f ; i ~ ~ ~j t~ i ,(L ~ i ~ ~ ~ 4• ~ 1 I ~ ~ ~ ~ Li~ 3 t J 1 / _ t ¢Z ~ 3. 13 ~ ~ ~ 1 4 ~ ~I ~ . fi ~ ~ ~ ~ i ' ` ~ • ~ -~r-- - ~ _ . , e ~7Z ~ rrrG ; . 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DaiVM _ • ~ a vn T,8 ~ ELEv 2017 J2 y I O m SPIHE IN POWER POLE '~+~C-t0o-3~~~ ° m 200~ SOUTH Et 30' N'E5~ ' H 1lD 6' ExFLSURE SPRAGUE d~ EvERC~iEEw ~ ~ ~ « = - N ~ A ZOZO • ~ ~ ~ „ a m ~ < > ~ LEhl 1~n ~ N N- u~' NN CURB " ~u s S ii~ u ~ ~ ~ F~ 4 a 44 E.W.M. ZQ) S _ ! _ _ - - • ~ , - -Q . ! . 9 ' `a'S01 !I G ~ --O.SUR-' -I- - d ~ - ~i s 1 ~ 1 ~ ~ ~ p O ~ i i O J1 ♦ Oi ~ m ♦ n ~ ~~QQ ♦ ~I I I w~ ¢i, flEv . Ot8 6t I I ~ p m ,~F-~S~ . : _,a m a V N$ ' o ' v~ Su . t6~5o m o 2020 7E"- . • N ~ o ' PH EIEv , 201 ; 89 n +i ~ ~ ~ p ~ w n ,p I CURB 2~ZQ ~ ~ ~ ~ n o h a ~ n ` 'l ~ W ~ ~'1 YS ~ i ~ax- - i i~ 2015 ~ W N W m N O W I W a Q S S S m~ e~i tY a° a a M-.^-~--- ^ 9 O.SOR AO.SI~G _ 20 ~ 5 A I' 1 597t - ~ _ ~ ~ ~ ~ I ~ ~ ~ I I~ I I CROWN I ~.uu ~ ~ ~ $ y ♦ ♦ ♦ I~.~~ K 2010 i i ~nc~ ar, ~¢v • 10~66i i i i'1 a~~ ~ Mlpl F f, STA . 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PROJECT No. 9E-032(004)-Z ~ • =u~ o~ 19-00 rrtE N~ 2:"06r SHEET