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Home My WebLink AboutFancher N 110 Add Snyder's Bakery ww ~ ~ ' . ~ .vtL~ ~ ~ Re~.d # ~ - Saq"g3 - VLeNiea i7ime R No'~~~' , ~ &-Dg ~0-9 40. I.A~ ~p 6 ~ # 13~3.~0 503~~,g3-6't~ S , ~~,~-~~►~e ~ ~ pg~G~~ ' phame # _ ~ ~ ' sSS ~ ~D • - ~otk ~ • c,a,nt's ~ate C°~►~~°~ ~ ~ pbvtle- # - , , - A►~&es~ s contaGt,persQn ~f 140 ~ Sv~'J°ies 1 AI ct„wt' ~ oo~ • N---. ~ . VLOpD 7 ow ~ • ~'~`~G . • ' ~L . - ~ ~o~~'~ P.Ccqt-~~ SIGNEU COp•~'1~ s p1Z ~;~g,~~p~ T4 ~ . - - - _ ~ 313 ,,TLt~ ~ p~'~ • 5~1~~L'~,D~ ~ , - ~,~Q,~D , ~ .~E,x1`I0~ TO _ • I 1~-~ ~'I'~,~'Q~ ' .p,~,'~V~,17► ~ - 1 _ ~ . ~ I~►~VI ~ ' i ~ . • r('y _ _ - V ~ J~p , + ~ J ~ ~ ~ ~r i_• ! 1~ ~i✓~`- . ~ ~ Z'"' • ~ F ~ ~ ~ ~ ~ ~ • ■ ■ L ~ ~ . +~f ~ ~~~y t~ + c 7 +•,••~~y? v • ~ y f r-A ~ ♦ ~ td ► ~f ~ + ` ~ , ~ sz r ¢ ~ 1 ~ ~ I / ~ ~ ~ ♦ 1 ~ ~ 1~ • ~ ~ /~~A Ij' _ • ~ ~ tn►'~- . ~...~x ~ ~ ~ IZI {'URl U{t 8/30/93 1'Itli-Allt°1 I(:A1'lON C0NI1!=itl=N(:1: 110 N Fanchar - aaydor•s ltakary AdJitian I N/UY!{I I N)UitU:iS I LI I'Y_ _ l t►1 A Il! -L /JP I i710N1t --JG'OKI /1C1' OWNER ~Iohn Rnder ~340 NF l l lh Ave. P O 1bx 14769 ~ I'ordencl ~ OR ~ 9711.4 ~(303) 73! -5670 ~ J fisn RoWson SayJer s i 110 At Fen6cr ~ Spola+nc ~ WA ~ 951210 ~ 535-7726 ~ 1 $U1 Nnyest Snyder s I l l0 N Fnncher I Spokane WA I 99210 I 535-77:6 I I tlnny Ware I 10 N fnnthnr 5,{,oknne WA I 99310 ~ SSS-7726 ~ CONTWICT'OR 11tichard luhnto Mclugrn 6713 C utter C Udc ~ i'Anl-tnd OR ~ 97228 1(503) 283-6712 I DonpJd Vh'ood Andorsrn 1I5703 V.E. 28th Ct Vnnwuvrr WA 91086 ~ 303 287-b712 ~ qRCHi1'LCT 1lilljsE+cliok 13200 sw naa►dora yuit. 370 1 i'nrllnnd ~ OR 97:01 (503)239-6963 1 X IGreRweOar Esifck 13200S W Memdnm Su1te370 1 I'artlnnd ~ OR ~ 97201 I (503)233"4963 ~ ENaiA'E8R ~ChrhAndrewR Sheurork I l t7 E.Bth St Vnnawver WA ~ 9A6M I(:D6)643-70•i1 ( ~ Cirog kobn Carson 132-I0 S W Ict Avr fbrUnncf OR ~ 97201 ~(S43) 227-4403 ~ ~ ISiophoaCiould Cnrson j7320SW 1siAvc ~ Parlland I OIt ~ 97201 ~(503)227-A40.3 S7 Al GENVittONMCN]'AI. PALICY ACT fSBPAt A ihreahold determinaiion ia rcquircd to be issucd hy IMe Dcpartment of 8uildings aftcr circulaiion of an CnvironmcntAl Cheallist to Agencies of Junsdiction Action upon Ihe praposri wfll not commrnce onlil afltr tht li dny public comnunt peraid A $73 00 feo is reqwrcd to imtiate thc euvironmcntal rc~ie%& 1 11ItO11 (1OVI K\sll W Thr addition will includc nnc a« n luLLLo IwiLh roaro and rial ruuina. I ht iidditwu %%ilf hL lucnlcJ in Uit, hsio.kturutr ol lbL shaped cxisUng buiIJing ( hcr< <%ill ht unil vt nlilnlara .l 111111 liLnILi+ in 11 m«haiu►.►I ILi1ui11m4.u1 1`00111 _I►- iu 4, m11luW.ra witl ht. prescni Ixr ahifi Cor 34 huur,:i cluv NUA1ytA1tY 01 1'itt)I'ON1_U 9 oCC«_ I.ANI) U&!' PAKI c ONCI ht{lli r PMC[1. . ZOIVR , ACt'lQN4 IYPN IIUItJ7tNf. uSE 1+0 FI GROUV ~ 1N111: , KI t1W_ WA11 u PURVt YUH 1 PIt4NH _ 3St332}O6 1-1 tZL231-~1 Ack~Luw TNuuufwourbw IB..S:y 7~ 1!-I tUl~ ~fI[(► ~siw6uvu.cowny~l'atvrUnl.N3 _S3A_UI?! ~ - - - 1 - D11( UNtil(?` I011I( s (CiGnliCAilOrts lqolOrtt Md eort6Cti0nt SO wrmten C0. :..17) PI.ANNING DI:NAIt i M I,N 1(456-2205) Ct?N 1 ACl 1'ltANCINI ti11AW ~ J • Wruten Lomm4, nbacrc itnp.inJ .v. ss taliv gtvcii Sa sItc app1mnm • SEl'A isrequired ti«auu slit addilson ►s o+Ls 12 11011 gnss >tl (t ti►i«l pHl {.ulg slalls • 4U oPC-~tr~e~ ppr~.~ng stalhs►r. n~~u~r.~l Ic~r ~~~tir~ huildinb (mmu►g & toroy►umd) • Aplity for a vanai►ce tv rc ctu'-c Pnr{.lng is yuin. mc nt • Disabled parbing stnll must hr h 113 %;kide r 20 dccl) willi an 8,1«<&a 111+1t I0r IhU Ilist st»11 • 3 of[ attccl Itracting apaccs aic rcqunrt. d onlacl SCAP( A4SG-a737 to nrplv [or n paking %%:►iticr • coyt oE adatittNiti crcccds 501~ of uhmascd vniuelian InnJbcaiiiiig %%ill h► iL tlquirtd L=NC3INBI?RIN(3 dt ROAI)h (456-3600) CpN 1 AC:I 130 1; ! 111tNlJlt ^ •Writien eommems %%ere prepnrs-J & a wl►v gi%en to thc apl)hcnnl ' AspNt►Itii roof & ncu p.i%ing *urln« musl Jrriin tntu =08 drNtns►pc .►%silt, • GontAC1 i).►%c i'ndon ( ounly !_nLtin« rs for rialu uf u.iv rriiuirt nu nis I,i iur tu rL It iix af hufliiing lu i nui • W:iahfnginn tilnlt Dtlot ul 1run.Juort itiun hti~ImndiLliun o«r U~~s pruict l ind %%il) hs, intludiA in thia pra«as ' 1f Ihl l.oai 01 tI1l1ttti%L I114, 111% 1\«l►1 5(11, ul IhL aa•L ...d%nlumsun 01..111114. .iit mutil lit rt. Uulill<<I 14►i .IJ;t tIrsiii►sigc I1t.A1 111 I)1111tIC1 (324-1560) COlYIA('1 JOIIN ANICF 1"11 - ~ •('herc must ho. -i hrrncr pI.ircd r►rnund tlrHinCcld • C'oUl.iCt Uon Pkndcr ur /11dtn 1 itLh 1)Lp1 oC l.culugv 511-34UO lut pruu.s<<I %+u>ts. aaltr trom fluur driiins • C onairuCliun dc Ni ia muat hc di%pu%t, d al t► lict nbrd diapoani auL anuici (trry C it1inihL (a I ILalIh I)iairirt 331-1 ~1411I4sr liunl al+liru% cil wn I)nupt r utut nduit nic ai uf isuL Inoka IIIRIiI)1;►IR1('1 NU 1(928-2462) (`()NIA('1 Pltl(`U11f)N • IttiocHu hyttrnni Ia Nioin n%inuL Ilydrr{nl 11111"t uut lit Hilhin iU uf huilJ►nE • Submil a cupuL. u( Ilu bprinklti & dL1C411011 111,11a • 1 oLntc Iht Knox hax .i1iho, niun1 tnltnuL• tii'l)KANIJ ('UUN 1 Y Alit 1't)1 1 01110N ( l)N 1 Itt)1 All l IlUltl 1 Y(456-4717) ('()N 1 A( 1 Klfl 1 Ir Yt(ili{ ANI) • Kc (t► VtKtIiu►d %%Sibnut pro..tnl Irui ~+r~lt~ n~un~n►~ n~~ r~ Ji,1i ihui. d p!t'1SiON Oil litJIi UiN(ib (446-3471) tON 1 ACI !OM Pl)111 1 WAl l • I~aal'Irnci~ ~~~rn~~+ i~ ti~ ~il~~hl~ aIlhuugh f«a%►il) lit tItiuhtt • I oi inictrn►iUun un Iht Amt iuan% %tiilh I)i+aIoshht•Atl t.all l-8110 11t 724: • t'utl~ antlly%►s in it quilt d 4111 L rI--1111g po 0110a<4I Iludtlutg • VsriPy 311U I1 tn~~Rlntum tni~• 1 d~~1 ~n« tonn.eit • vt. nfy untlL r tou^'e ut 1411111 rt muJt (t ur1 at, llit rt ia tiu rt yi►ir. it►L nt tas t \i.tinp I+uilklinp ta lit „i1,1► • Itialrouiu.& •hu%%cr+mu,o m«iittlutr.ms. utratWn< <f-.'.{I-;IUf► uu0s ruum aink muai IiL .s1.4,0a,1l►l► • 1 uuhog, 111 nolulluum I1.lua pi ,dv ' i.xltriur %%uU% iuu~t n,~li,l~ inwliisu»l hr. -istiluis ietluuo, 1u"nlh • 114►al I24 iiuutul aloli►g%. I41.1d a+gn un nt►iiamni • ()u4. vnltn~c~ti.~hl~ •dgt l»o1if'tlun& thlcLlablc %+nroutgavsltnl lar<quhtd • I1011tr ttif Ir V%k ( ia a I►ufllik U Iv 111nN uul h. 11101. lIinn 1 Ihalupn lu-'x-k „nm ciitiil 1It%a~ 1. att t< <lunt %I un tyuilmit nl I11n1 \%ill 114,Ilntt ditiiit rh~ %ioaiii rulolllv ' l+vf) 1s, liull 14 yni~t 0 1to 4 tmlll lu -.4011 4 till u Ilv r1111014 ++Ia + Ilu Uhun~+ t+EEHCVrItal JrvrllltAtll/fllad I0 t11pIfMIMe c I BUILDING PERMIT CHECKLIST I-PM -APP-1 ~ J f~ r~ r L ~ 1•' ~ 4r.?.Cti ' r%y r~~VVt ~~r~/Vti,rr Y h ~ n~h~ ~ ~ . . ~l~~r ~ ~ ti ,r h7`SL y,~IY/■~~ ~ ~EE+ ~M 123 _ I ,/v. ~/O IFiEQi7ipEqr COMPCETED I- r {.9' 1~ ~ 5 0 +4 -+14 ti t 1[ ~ ~ + ~ tM1 ~ a tir{ti` ~ + 3 s w r ' rf ~ tif M, 11 ~I irM~T MM1Z \ ti! YJY ~ 4 1. l fAYy~ y \ ~ 1 Y!`/` j JJ f'1? G l G ~ A 1/ r ✓ RIGHT OF WAY DEPARTMENT DEED EASEMENTS R/W R D v LEGAL DESCRIPTION CHECK . LETTER FROM SCAPCA ~ RECIPROCAL USE AGREEMENT ~ r ~ fK ~i~?~r <N{> > 1 i~ 4.14e 01 R ~ r M1 . SIj~'!y~! ♦ r ti {r ) r ~ ~ + ~ ♦ CtL ~ ~1 1 Afl1 ~V ~ _ . SCALE ~ ~ ~ ✓ + BENCHMARK ✓ I ✓ , ROAD NAM ES ~ R/W DIMENSIONS PROPERTY UNES ✓ ~ ✓ SET-ASIDE GRADES STAMP PAVING ~ TRAFFIC CIRCULATION PLAN APPROACH PERMIT I . I I ~ y~}~ ~ ` y t j~' ~ . v , 1 ~ f ♦ ,T r ~C~'~^ ~ 4 i'', V ~I11 .AM W. •S+dM r r hry ~ ~ ~ ~ 208 CALC S ' ✓ . SWALE CROSS-SECTION ✓ ✓ SPECIAL SOIL TESTS ROOF CONSTRUCTION ✓ I ~ HVAC ON ROOF ~ ✓ I ~ lANDSCAPE PLAN (208 CONFLICT ) DITCH CALULATIONS BACKWATER CALCULATIONS GRATE CALCULATIONS PIPE CALCULATIONS RETENTION/DETENTION CALCS ~ 10/50/100 YEAR STORM TR-55 ANALYSIS I ~ I ~ j ~ ~ ~ . ,-y~ y + .y~/+~)n f<'ar ~ ~W $ ry`t.r 1 Y~yh~ i ti ~ ~b } ~N ~4~?~ ~ ~x ■ .VI 1DSf~s1.,}~ ~'q, r'v}t. r_. S ~ y j~ti j~ ~ a.~v~ 1G e t'"y~~ "i},~{~ ♦ s . . . yiy ~ GRADE EET (OUST04G-iOlD-) STAMP ~ OWNERS SIGNATURE ~ ROAD DRAtNAGE (SWALES, STRUCTURES, ~ ~ "R" VALUE TESTS NEW ROAD DESIGN BOND ~ MYLAR COUNTY STAMP I I e&oWsu.antsoAA010neUr wKI ~ Page 1 . ~ OFFICB OF TH$ COUNTY SNQINE$R SPORKN$ COIINTY, WASHINGTON Project: Addition to Snyders Bakery Date 8-30-93 Address: N. 110 Fancher Parcel No: 13533-2306 Ref No. B93123 The County Enqineering Department has completed a review of the above referenced pro ject. T'he followi.ng information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof containing HVAC machinery, a drainage plan for the site shall be prepared in compliance with Spokane County "Guidelines for Stormwater Management". At a minimum the plan must contain: 1. Drainaqe calculations for stormwater volumes generated on site. 2. Calculations for total impervious surflaces contained within the site. 3. Finished qrade 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. B) The followinq improvements within adjacent Right of Way are required prior to the release of a buildinq permit: i. 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. Fancher, Spokane County Specfal Section. b. Main, Typical Roadway Section No. 1, Access Standard. All required construction (sidewalk/curbinq/pavement) within the Public Road Riqht of Way is to be completed prior to the release of a buildinq permit or a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improveaaents shall be filed with the County Engirieer. Required plans are to be submitted prior to estimati.nq 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 aqreement "Notice to Public No. 6" on Fancher and Main. 3. 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 RID/CRP aqreement. ~ Page 2 4. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a buildinq permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Main C) Insufficient information was submitted with the proposal. We are unable to proceed witb our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. 3. Other inforxaation: . a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parkinq stalls shall be in accordance with standard traffic enqineerinq practi s. Paving as required by the County Planning Ordinance, will be 7equired for any portion of the project which is to be occupied or traveled by vehicles. b. Spokane County has an approved right of way plan for Fancher and Main which will affect the property. The applicant is required to discuss the affects of this rfght of way plan with Dave Padon of the Spokane County right of way department before the release of a permit. c. The Washington State Department of Transportation appears to be agency of jurisdiction on this project and should therefore be included in any SEPA review and have their own siqnature block on the permit. D) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. E) The owner of the property or the authorized representative must complete and sign Spokane County Enqineers "Aqreement to Pay Fees". This document must be returned to the County Enqineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. Only after all the inforiaation and requirements listed above are supplied or completed and the necessary review has been accomplished will your buildinq permit be released. Your contact person at the County Bnqineering Department may be contacted at 456-3600. Your contact person is Robert Turner. _ ' - • I ^ - rMuVn I /1 f I t 'av~L ~f ~ ~ e~ ° V 71 ~ r . ~ O r..T N T Y OmCE OF THE CbUNTY F.NGQVEBR • A DNISIQN OF TH8 PUBLtC W4PKS DUARTMENT Ronald C. Hormann, p E., County Bnglnew Dettnfa M. ScotG P E., Director AGIMEMENT TU pAY FEES ENGWEER'S AGREEMENT NUMBEIt ~ w « M agreernent between Spokane Gounty and United States Bakery dba Snyder's Bqhm , whose interest in the project is Owner awffff;'lm aco,t is entered int4 this 7 day of Ctclob= 119 _93,,. This agreement Is appHcable to the pmject ~own as: The Spokme Bxpatsion "'1 ' That the indivtduals and parties named herein ea having an intcrest in the above descrfibed property ar project agree to the following: 1. Roimbursa Spokane County for proJed review aad inspectian &es as specitied in Chapter 9.14 of the Spokane County Code. '1'he feea wilt bti; based on actual salary eosts incurrecl by Spokane County for project reviews and / or inspectlons plus a ten peroent admin,strattve charge, and will he btlled monthly as accrued. Any Hnal bllling amounts, ta include any late fees or any other expense.a incurred in the coltection of an overdue aceount must be paid prior to the County's acceptance of the project for filing. 2. The undenigned agrees that these fees are due and payablo upon recetpt of the bitling as speeified above. 3. Any invoices not paid wlthtn 30 days of the invo;ce date wilt be subjeGted to a late fee ehnrge of 1% pec month (lZ% per year) on the unpaid balance of the account and any acon,ed late fee eharges. In addition, if any outstaading balance an the account far this project Ie noi pald within 30 days of !he imroice date, no fucther reviews af the pro}ect documents aDl be conducted until the entfre account batanee is paid. Any baJance on the aocouat for thls prQject not paid within 65 days of the invotee date rnay result in legal aetfon oc the Ilutation of ather cotlecuon procedures, including referral to acoItection agency. Zfie Sponsar wilt be liable for any and elt e,xpenses lncurced by the County fior the cotleetton of overdue acxounta d. The rnonthiy btUing should be sent to the attention of: . NAME: , Aic J,Ubala. AbDRES5: , 6712 N. Cutter Circiet P.O. Box 6712 CIT'Y, STA'rE: pQr't land, OR ZIP CODE: 97228 pgONE (503) 283-6712 _ L = _ _ - a ' . t' ' - . - I understand that Failure ta pay the$e feas may result fn deiay In oompletion or appioval af the projec~F-- - otfieT poselble sanctiona L~ If thta fee egreernent is valnpleted by someone vther than the Sp4nsor (t.e., the project owner or a prtncipat Yn the 6rnY sponsoring the project), such as the Engineer designtng the project, then written authonzati fram the S vnsor speciweafty tiuthorYs3ng the Agent to execute tbis nt is t hcd to thls Fee ABroCmeizt. SIONATURE By: Jahn J. Rader , (PRINT NA,ME) ' ROURIS YELLONY COP'Y ENGI s, S NpV1¢Weamen.ka B/Zm • . W.1026 Bcoadway Ave. Spckane, WA 99250-0170 (509) 45f:-3600 FAX (509) 456471,5 ► . ~ , 0C~ ~ th, w ~ ~9^ S P O K A N E i C O U N T Y N OFFlCE QF TNE COUNTY ENGINEER • A DIV[SIQN OF THE PUBUC WORKS DEPARTMENT Ronald C Honnann, P E, County Engfneer Denms M Scott, P E., Director AGREEMENT TO PAY FEES ENGiNEER'S aGREEMENT NUMBER t Z-3 'Ibis agTeement between Spokane County aad United States Bakery dba SnYder's Bakerv , o rson~ whose interest in the project is Owner , , ageni, em) is entered into this 7 day of octabpr ,19 .1.3 . This agreement is appUcable to the project known as: The Spokane Expansion / ~ r~ 'Ihat the individuals and parties named herein as having an interest in the above described property or project agree to the following: l. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 oE the Spakane County Code. The fees will be based on actuat salary oosts incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will he billed monthly as accn,ed. Any 6na1 billing amounts, to include any late fees or any other expenses incurred in the oollection of an overdue account must be paid prior to the County's aoceptance of the project for filing. 2. The undecsigned agrees that these fees are due and payable upon receipt of the biUing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be subjected to a late fee charge of l% per month (12% per year) on the unpaid baiance of the account and any aocrued late fee charges. In additfon, if any outstanding bafance on the account for this project Is not paid within 30 days of the invoice date, no furthet reviews of the project documents will be conducted until the entire account balance is paid. Any batance on the account for this project not paid within 65 days of the inwice date may result in legal action or the initation of other oollection procedures, including referral to acoIlection agency. 1'he Spansor will be liable for any and all expenses incurred by the County for the oollection of overdue accounts. 4. The monthly billing should be sent to the attention of: NAME: _Ri cb Juhgla ADDRESS: 6712 N. Cutter Circle, P.O. Box 6712 CITY, STATE: Portland, OR ZIP CODE: 97228 PHONE (503) 283-6712 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is cAmpleted by someone other than the Sponsor (i.e., the project oancr or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written suthorizati froni the S nsor specifcally nuthorizing the Agent to execute this g nt is t hed to this Fee ~ Agreement. SIGNATURE By: John J. Rader , (PRINT NAME) , RETURN YELLOW COI'Y TO SPOkANE COUN ENGIIVEERS kV\rwgreemen.Iea 8/ZOA3 W 1026 Bfnadway Ave Spokane, WA 99260-0170 (509) 456-3600 r-AX (509) 456 4715 ~ a PROJECT NUMBER= 93007661 APPLICATION DATE= 11/12/93 QAGE= 01 THIS 13 NOT A PERMIT PENALTIE3 WIZL SE AS9E99ED FOR COMMCIN6 VORK WITHOvT A PERMIT ...............~~~~~~~~~~~~~~~~~..M~~~~~~...~~~~~~~~~~~~~~r~~~• 3ITE STREETa 110 N ffANCHER RD PAACEI+41= 35133.2306 ADDRESS= SPOKANE WA 99212 PERMIT IISE= SAKLRY ADDITZON BLAT#= 003637 PLAT NANEm EASTWOOD TgRRACE SLOCKA LOTs ZONLa I-3 DIBT#= E AREAm 00000000 S/Am S WIDTHm 406 DEPTH= 600 R1Wm # 0F $LDGS= 2 0 DW$LLIN68IM NMR DIST a SPO CO WATBR DIST03A ORNER= SiJYDERS BAKERY INC PHONE= 509 535 7726 STbtEET= 8 0 BOX 305 AnaREss= s8otcM WA 99212 CONTAICT NAME= GREB WEILER - ELLIS,ESLICK ASS MQNE NUMBERa 503 223 6963 SV ILDIN6 SETBACKS = E'RONTo NA 'LEET= NA RIGSTw DM REARw MM ' , *tttt*t**~f~t~rtttii*rrttfit+trr++ RgvILv INFORmTIOIbT DEPARTMENT REVIEW AEQVZREMM ' HUILDING REVIEA COORDINATOR - J SHATTO COMIIKENT3 s BUILDZNG PLAN REVIEW REQUIRED COMEMS s SVILDIAI6 FAST TRACK REQVESTF.D APPROVALa J FORRY DATE: 11/12/93 SUILDING SpRINKLERED SLDG - PLAN REQ'D APPROVAL s TO BE StTeMITTED DATB: l l/ 0 8/ 93 SEPA REVIE BVILDING +12,000 SQ FT APPR09AL: L LAICSHA9 DATE: 10/28/93 . ~ ENGINEER DRAINA6E PLAN AEQ' D G~-+•~~► COMMENTS: EN6INEEA RIGHT OF KAY / TRAFFIC A ? n 4 PROJECT NOMBER= 93007661 APPLICATION DATE= 11/12/93 PA6E= 03 PERMIT TYPE FEE AMOUNT AMOLTNT PAID AMOUNT OWZNG SUILDING PERMIT 7361.57 - 7361.57 .00 ww~ r ~rrYrirr~~~~ 73616b7 7361.57 .00 :r~ftt*rt****~*****~*****rt********rt~*t***~*~*##**~~~rrrt•*t*t**ttt~w*,rf*f**~rrt~~t ~ PRoJEcT NOTE: ToPIC ~ CONDITIoN3 DEPT ~ BVILDING • ~+~f~~w~rfi~~r++~~r*~ir~frt~►t~~rr~r~+~~,~++~r*+~r+►~~+~~r+*~ii+fft~#t~r~*,r~,r*~~frr~r+~*r~r~+• CONSTRIICTION HAS HEEN AWTHORIZED TO 9TART WITHOIIT COMBLETE SIGNOFFS BY ALL COUNTY DEPARTMfiNTS. SHOMD SIGNOFF FAOM TIIE COVNTY EN6INEERB AtOT BE ACCOMPLIgHED eRIOR Z'O THE ISSUANCE OF A CERTIFICATE OS OCCUPANCY OR A TEMPORARY CEaTIFICATE OF OCCIIPANCY, A SOHD IN AN AMDNT ESTABLISHBD HY TSE COVNTY ENG2NEER WILL BE RSQQZRBD. PRoC$s9ED BYs JULIE SHATTO ' PRINTED BY: JESS FORRY f~~~***~a***~~r***~**f*****f,~*r~w~rr TAANK YOU *~~*ft***t*t*ft#**~***t*ft*f#*~~4ft~ ~ a • : ~ A S ( .3 l 1 N ' i' Y QfTTCE m T11E CUUNTY ENC[NLElt • A UIVISICIN OF T]iE PUIiLiC W()RKS UL1'AR7MCNT Runald t!ic)rmann, P E, County Cnhuim-t- Dennj% 'v! Stritt I' f, Dircctor October 21, 199A Snyders Bakery NoRh 110 Fancher Road Spokane, WA 99212-1053 RE: Fancher Road - CRP 2398 Dear Sirs: Parcel No. 35133.0305 The above referenced public project has been approved and wilt be undertaken by Spokane County. la order that the project can be acoomplished, certain rights of way must be acquired. A poction of yaur property, identified oa the right of way plan by the parcel number listed above, is a part of the right of way needed; it amounts t,o 6227.49 square feet of property Your property has been examined by qualified appratsers and reviewers They have considered att the elements which contribute to the present value of your property. Their considerations are predicated upon applicable Fedecal and State laws relating to Fau Market Vaiue and Just Compensation Our firm offer to purchase is the approved Fair Market Value. Your careful consideration of the County's offer is invited. Our duty to you, the owner, and to the County's taxpayers, our employers, is to purchase t61s property at a price that is fair to both. You may expect payment to be appcoximately thirty (30) days aftec closiag of ttie transaction aad cleacing of moRgages or other interests The firm offer of Spokane County for the purchase of the portion of your property needed for this project is $30,844.00. This offer consists of $18,682.00 for the land and $11,500.00 for improvements withio the projed limits and $658.00 for loss in Market Vatue (damages) tv the remainder of your property, if any. If you have any questions, please feel free to call Dave Padan at (509) 324-3416 Very Truly yours, R d C. Hormann, P E S *e County Engineer i ~I )NA~ ~ . s aighc . Right-of-Way Supervisor Receipt of Letter Acknowledged Snyders Bakery Date Snyders Bakery Date roJGWptnpVcUfi~ldcvidisb W 102(1 (iion.l%.ay Av~- ';Ctnknnr 1NA 001110 0 I II) (r,09) 4'i(+ 1600 1 A\ (1,0)) 016 471ti . ~ Fancher Road - RF No. 284"S" CRP 2398 - Map No. 2 Assessor's Parcel No. 35113.2306 SPOKANE COUNTY DIVISION OF ENGINEERING Spokane County, Washington STATUTORY W Y DEED THE GRANTOR Snyders 8akery, for and in consideration of Mutual Benefits, conveys and warrants to Spokane County, a political subdivision of the State of Washington, the following described real estate, situated in the County of Spokane, State of Washington: Portion of Asse„ ssor_s P_ arcgj No 35113 2306 That portion of EAST SPOKANE, Block 27, as recorded in Volume No. "B" of Plats, Page 41 in Spokane County Washington, lying Westerly of a line described as follows: BEGnv[vING at a pouit lying 35.5 feet East and 30.82 feet South of the Northwest corner of said Block 27; thence Southwesterly to a point Iying 13.5 feet East and 53.45 feet South of said Northwest corner of said Block 27; thence South and parallel with the West lme of said Block 27, to a point lying 13.50 feet East and 294.00 feet South of said Northwest corner; thence Southerly to a point lying 20.42 feet East and 436.30 feet South of said Northwest corner, and the terminus of this line description. Located in the Southwest Quarter (SW 1/4) of Section 13, Township 25 North, Range 43 East, W.M., Spokane County, Washington. IN WITNESS WHEREOF, have hereunto set hand(s) and seal(s) this day of , 1993. SNYDERS BAKERY By• By. Parcel No. 35133.0305 Map No. 2 SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington PERMIT # 11 IN THE MATTER OF FANCHER ROAD, ROAD FILE N0.28411S111 CRP 2398, KNOW ALL MEN 8Y THESE PRESENTS, that Snyders Bakery, For and fn consideration of Mutual Benef its grants to Spokane County and its assigns, the right, privilege and permit of ingress and egress over, across and upon the hereinafter described lands from the date hereof until: The completfon of the above referenced road project. For the purpose of: Sloping of Grantor's property to match new road construction. Said lands situated in Spokane County, State of Washinqton, and described as follows: A strip of land of varying widths, as shown in yellow on the attached drawing. Assessors Tax Parcel No.: 35133.0305 Property Address: North 110 Fancher Road. Dated this 'day oP , 1993. SrfYDERS BAKERY gy. 8y. WITNESS: Right of Way Agent Date MtW%r)a.~*r=11i I ~ I I i ~ 4 ~ I 1 i ~ w F14 ~ S\YDER'S + t ti If SEC* 13 ♦ • • • . f) \ ► ~ ~ _ ~ ~ I ♦ REMOY • SALVAGE E} , E BALLAST ae SPUR, GRAQ . SNYDER' ' 5 SPUR 0 BE ABANpONED , • , - M;' r ~ DUE TQ W.S.D.O.T. I-90 PRaJECT. • ♦ ~ i ~ ~ 4 ~ yr ~ 4 1 ~ ~ C6►!C I ~ I i - . ~ ~ ~ • ~ f ~ . . . r , ~ a ti R ~ ~ 4 • ~ ~ • , ~ ' ° - ~ . P R R ~ r. ' r _ ➢ ` ~ Y . Jr~_~. ~ ~ ~ ~ . -r~r ..y iWw• ~ w ww. t " • n~ ~ ` ~Yi ~r Mr~ 91 r ~ ~I~ J 1~ ~ • 111~~. ~ ~W ~ ~1 r - v " i ~ J ~ ~ ~ • 04 ~q r r ~ la r > 'h 14 ~ V 20 l) ~li rj 1 I V M 18 11 ~ 12 13 hil14 15 123 4 6 17 4f 1 1 1 1 L I ' I r ~ir ' fl U~ ~J~ do r l ~ 13 In L f A J _ e ~ ' 0k ♦ r ~ ' s3 50' 50r M S S1 A 1 S 1 0 0 ~Cr • ~ ~ ` ~ ~ • . • STA 17 0.55 52 5 , , • ' I 25 25 . I ~TA. 19 STA. 10+00 STA. 13+57.70 STA 17+63.18 , W ~ ~ . L-STA 13+47 07 ' • . SPRAGUE AVE. D S TA J~tS ~ STA. 1 +89.00 ~ C~ . ~ • , ~ . Q ' M ANA . ~ ~ . ~ 1 ' : • ' STA ) 9+1318 . Q. ~ , (n I • . . ~ . ~ - • ~ • . ~ . . t~ t , . • . r ~ I , ~ ` W ~ , •i 00 4. t , .QI" • N • ~ T . . , k Ml@@M • I ' I I • I ~ • • 9 ~ • . t ' t1 4 44 t i~ I • ( r ' r ~ t~ ~ i ib 1 ~ LEGEND Y ti ~ ''STING RIGMT UF WAY I,INES - - - r ~ STATE, OF" WASHINGTON ) C'OUNTY OF SPOK:ANE ) ss On this day personally appeared before me personally known to me to be the individual(s) who ezecuted the foregoing instrument and acknowledged the said instrument to be the free and voluntary-act and deed of said individual(s), 'tor the uses and purposes therein mentioned. Gven under ~my hand and seal this day of , 1993. Notary Pubiic in and for,the State,of Washington,, residing at Spokane. rofu,ayldavclsnyderslsb I I ~ I ~ ~ I . • If dmely notice is so given, the second apprwser designated by the objecang party shall proceed as soon as reasonably possible to appra.ise the fair market value of ihe spur. If the fair market value determined by the second appraiser is within five percent (S of the fair market value determined by Stephen L. Barrett, the higher of the two appraisals shall be final and binding upon the parties as to the fair market value of the spur. If the fair market value determined by the second appraiser differs from the fair market value determined by Stephen L. Barrett by more than five gercent (5 R' and the parties are unable to then otherwise agree as to the fair rriarket value of the spur, a third appraiser shall be appointed. Such appointment shatl be made jointly by Stephen L. Barrett and the second appraiser. The third appraiser shall then appraise the fair market value of the spur as soon as reasonably possible. In thai event, the two highest of the three determinations of fair market value shall be averaged, and such average shall be finaZ and conclusive upon ihe parties as to the fair market value of the spur. All of the appraisers shall be Washington State certifified appraisers, and each of the parties shall pay one-half (1/2) of the fees of all the appraisers. Land : 6227.49 @ 3.00 $18, 682.00 Improvements: Fence, Asphalt .$11,500.00 Damages: Construction Permit 658.04 - Total Cash Setciement .$30,840.00 Distnbution of Compensation: Snyders Bakery, subject to lien holders interest, if any. The Grantor(s) hereby agrees to aUow Spokane County, its Agents, and/or Assigns permission to perform work outside the Right of Way, as necessary, to perform any of the aforementioned items The parues have here set out ihe whole of their agreement. The performance of this agreement constitutes the entire consideration for the grant of said Right of Way and shall relieve the Department of further obligations or claims resulting from planning and construction of the proposed project. Any inquiries relating to the construction of this project should be addressed to the Project Construction Engineer, Bill 7ohns, at 456-3600. IN VVITNESS WHEREOF, have hereunto set hand(s) and seal(s) this day of , 1993. SrfYDERS BA►KERY By: By. APPROVED: By Date , 1993. Spokane County Engineer w ` ~ Fancher Road • CRP 2398 Parcel No. 35133.0305 Map No. 2- RF No. 284"S" Eng. Sta. From 13 + 57.70 To 17+63.18 SPOK;ANE COUNTY ENGI]vEERING DEPARTMENT Spokane County, Washingtan RIGHT OF WAY AGItEEIAENT IN THE MATTER OF FANCHER ROAD, ROAD NO. 284"S", CRP 2398, SNYDERS BAKERY, Grantor(s) of Right of Way in Spokane County, Washington. Documents for a Right of Way for Public Works purposes over property described in said documents have been delivered to David Padon, Right of Way Ageni, as escrow agent, with instructions to deliver said documents to the County Engineer's Department. On delivery to the Spokane County Engineer's Department, a copy of this agreement properly executed by the duly authonzed representative will be returned to the undersigned Grantor. In consideration of ihe foregoing and other considerations hereinafter set forth, it is mutually agreed by the parties hereto as follows: 1 Said Right of Way is granted free and clear of atlliens and encumbrances and partial release for said Right of Way shall be furnished to the Spokane County Engineer's Depaitment, and the total amaunt in cash settlement shall be paid ta the Grantor, Except such portion thereof as the Grantor may assign to a lienholder in obtaining the partial release. 2. All work performed under this agreement shall conform to all applicable laws, ordinances, and regulations reladng to such work, and shall be done in a good and workmanlike manner. 3 All structures, improvemenis, or other facilities that are removed, relocated or reconstructed by the Department, it's Contractors and/or Assigns, (for which the Grantor is not being compensated) will be replaced or reconstructed to as close to the onginat condition as practical. 4. No work, improvements, alieraaon, or maintenance by the Department, its Contractors and/or Assigns will be gerfornned other than that provided for in this agreement. See praject Right of Way plan attached hereto as Exhibit "A" and a spur line made subject to hereinafter as atiached as Exhibit "B". 5 In full, complete, and final payment and settlement for the title or interest conveyed or granted, as fully set forth in the aforementioned documents dated , Spokane County, its Agents and Assigns agree to the following: A. Ap, r isal ProcoLgf Snyders Incis,tr7al Saur TqQk Apprais,al. The parties shall cause the spur to be appraised by Stephen L. Bazrett, who sha11 determine the current fair market value of the spur, as soon as is reasonably possible following execution of this Agreement. If either of the parties object to the appraisal repart and determination of fair market value by Stephen L. Barrett, the objecti.ng party may give notice of such objecdon to the other party; provided that such nouce must be in writing, must be given within ten (10) days following receipt by the parties of the appraisal report of Stephen L. Barrett, and such notice shall designate a second apprmser to appraise the spur. If dmely notice of objecdon to the appraisal report of Stephen L. Barrett is not given in accordance with the foregoing, the deternunation by Stephen L. Barrett of the fair mazket value of the spur shall be final and binding on the parties. ` V&o RC.a►D MNM • c.U.~ ~ ~F MAT ADDRM QF B1MCtr ~ :t. Fannclies soad - SRUMIE MUidTY ENGINM Ne%hM OF HIMCs MOW= savdar Ilakary A&Utian - IF =G# ~T4 .S`-R T~ PR6'O~E~.`~' ~ FRa3'E~.'TLa= East of S. 'Eanc5er & south , = T p= isa.i.a ~veau~ . . ~rT ~VDM~NL- ~~POSED 12MRO " WMTH . ROAD S~~~~~ ~VG DAILY i' A~MC - C=u Trak C.o= Dedp Yeas Trwfz C.ouc PRCIEC01" DESCR7.iCN 16 .ma0a. i. adentivn to e-xast~g 68, 0C0 s,"". ~~cilwt,7 and w eZatad si te T i=rave=ent.s iacaading lag,dscaping, new pavisg, at eas t izalf oP sita aild ,xpdat=9 af site tic ~ co-..rrsnt dr3fnage rec"'4--ameats. ' CPCrAD DE'CN 1~EVTATIC3N, A-e•ria~e E--= the =ecu;xame.at to r9tsaf_t the - hy► retai=~.ag the e.xistiag drRjwel-I systeuas ,ac the w$st edqe aad , ~ T? Tof n,ar-!*_ ~ss o£ sita f#.ncZar~4na a=ra,~c;~at~s 3/4 or a~st~c racf at~aage) . The aew +l,t'Ol s°w$3a at *_he eas t sde'af site vill handle al1 new paving ~t the easz side aad agorox4mate !=a at exist..ag gaving at the norr.►h as we" as al.1 aew rZar aacsas as.a aP9rox=at2 i/,* or ex=st=g rcof arsa. M~5"dW [CA-A.70N: We submitted plaaspreviously that were in compliance with the requi.zement to re't.rofit the entire site. This arequired using the R-a-W along Fancher for 12081 swa.les to treat the runaff trom the existing parking area to the west of the louf].dimg. Thas opta.an waa discu.ssed with cowaity pexsaunel duzxng the •design phase. Since that tlvne, the coutsty has determined tbcat Ve wii1 not be 3bie to use tha R-4-W for 248 swales. (See comments attatched). It will aot be possible to pipe the existing rvwoff to a propased 1208' ewale to be lacated to the east af the bui.ld3.ag due to qrades» In additian to a deaiation fox the area to the we$t of the bui.].dinq, we also progvse a deviatian for the existing dryweils to the narth af the existing buiiding 3.oading dock area. The existing roaf drairis to three of t,hese drywexle are lacated approximately 5 feet below the existin9 grade. These raof draine axe located znternal to the building and can aot Yae redirect- ed to dischaarge at grade. It w3.11 nat b$ possihle to connect theee roof drains iato a storm d.ra3,n sy.stam that wili canvey the runoff to the gropased swales due to the depth of the roof drafns. fihe remaiaiagr tva c1rywells are aggarently far surface runaff. . A piped cannectian to the new SE 208 swale wou,].d czvss all major utility lines to existing bakery i.ncludiag a large gas maie. , SUBM=8y.ar~ '~e_t;.erfELiz. Eslic-t 7Lssac;ateelArchf.teCU,P.C•.DA'M Oatab~ 22. 19 93 ~ , ADIDA~55 5200 S.N. Macacm, 5u3.te 370, PartLlZdp Orsgoa Zp CC1DE 972.01 0 PHO M # E 9 t3-IT 223-6463 FAX: (543) 294-0827 .sw"ra.' ADBM4=M=E YARUNC~ ~OF P&M IF= W SPOIAM CQUM ~r.. i IMd W BROADWAY. WA. 99294110 PHONE 1MMUM FAT ~'.S,~M;7A.'~dLIft 1 q At EMQ ~ Appro"d wftud*m NOL AxmW'0d ; - . (vf t~ t~ 4:: ~A • ~ Due Pmrac~ Manag~s A ~ ~ • , Afproved Apgraved wrqnrdoas I4os Apprcved ' ~ ~ Date . . , F . A:ppmnd w ' ' Not Agptoweid + pm~= M=pm ' , • . pm#vd ,Agptmed alcan~ Naf Apgnved Av -'F -3 Ugusth:w Emo,sw Date SPOLUC COUN1TY S D ►T~ 4 ' . , ~o oaoftaa Apgrwad am aborre Not Anmnd ;57 ~ oW f ~ t . • . • i ' h S P O K A N L ~ O U N T Y OFFICB OF THE COUNTY ENGIIVEHR • A Dtv6tox oF TM PUaUc Woxxs DF.PaRThEM Ronald C Horniann. P E, County Engineer Dennis M Scott, P E, I?irector TO: Bill Hemmings ~ FROM: Bob Turner - DATE: 7-g-93 BIIBJ$CT: Design Deviation for Snyders Bakery Bill, The Snyders property is existing asghalt but because of the extensive nature of the improvements a retro-fit of the entire site to 208 was required. Initial plans showed the entire site qoing to new 208 swales but there were conflicts with the County right-of-way on Fancher. After discussing this with Barry Ware of Snyders and with input from Dennis Scott, it was decided that the parking area adjacent to Fancher should be exempted from 208. I agree with this exemption. Further discussions with Barry Ware led to a request that the concrete pad area north of the existing building should be exempted. The reason given is that the area would have to be torn up to make sufficient grade to reach a 208 area. Since this area is a major truck maneuvering area concrete is a requirement. Tearing up this area just to make sufficient grade I think would be too burdensome on Snyders. I therefore agree with the exemption for this area. The rest of the site is will be treated by 208 swales. W 1026 Broadway Ave Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715 t0( • RVAD • y INM cpm+m 0 ~ • HOV NAME OF °LAT ADDRFSS OF BIDG ~ t att . Fanc::es road CoutVY ENGINEM ~ ~ ME OF BLDG PR4MCT snvder eakerv Addition • =G* 894a'i.3 ~ T4 5-R PRQJE~.'T I.~?~ ~t ot Dtv~ancher ~ sout~ . ot,~A Fy;I,'I'MG COND1TONS: PROlOSF? WRs M . RQAD WMiE + RQAD SU~.zAM , AVC. DAa.Y FEC C.ZMU Tramc Couas Desiga Yaas Trsr*ffc Caur: P~='t ib Dgt 6, S00 s. t. addition to ex3stizg 68 , 000 s.A. tac=l:.rl snd related site ~ T i=-_.-Vemsnts izc:udiag laadseagzuq, now paviag at east. ltal: ot sfte aad ngdat=g of sits to c-mr.-ant d--sfaage seqmi=emeats. , PRCFCSM D~'GN DEVLA1'IOH Wgs nr^ccsP dev_3ts f_-cz the =eca=:ament to re=*f_t the , ent.-I-a site tc':08 1 sara.Les - bp reta:.yag the ex.=9tl=g dr'!we== systrms at the west ecse and gf no_h ezce of sita (incl~; aa aoorz~ate 3/4 or e.x.:st!ac rocE draznac; e). The nea ~ ' swa la at the east sde of 9its wi3.1 handls all new paviaq at the etas= side aaC agproximate hal~ of ex:.s=q paving at the aorth as we.ll as a1.l. aew -.:or areas aac apprcx;zats 1 /,k or ex:st!.aq roof arsa. 3L'y s.jr'iCA-, 6ICN: We submitted pians previously that were in compliance with the reqnirement to retrofit the entire site. This reql,ured using the R-O-W along Fancher for 1208, swales to treat the runoff from the existing parking area to the west of the buildinq. This option was discussed with county personnel durinq the,desiga phase. Siace that time, the county has detezmined that we will not be abie to use the R-O-W for 208 Bwales. (See comments attatched). It will not be possible to pipe the existing runoff to a proposed 1208, swale to be located to the east of the building due to grades. In addition to a deviation for the area to the west of the buildinq, we also propose a deviation for the existing drywells to the north of the existing buiiding loading dock area. The existing roof drains to three of these drywells are located approximately 5 feet below the existing qrade. These roof drains are located iaternal to the buildinq and can not be redirect- ed to discharge at grade. It will aot be possible to connect these roof drains into a storm drain system that wiil convey the runoff to the proposed swales due to the depth of the roof draius. The remaining two drywells are apparently fo= surface rnnoff. A piped connection to the aew SE 208 swale would cross a11 major ntility lines to existiag bakery z.ncluding a large gas main. • ' 8Y *c weiie= !EJ 1 + s. Eslic. Assac3atea/Atchitecss . P. C~DAM October 229 1993 UDIIRFSS 5200 S.A. Dsacadam, Suite 370, Portlaad, Oreqcn „ = CODE 97201 , 5a?J. 223-6463 PAX: (503) 294-0827 . ~a =Z vARLxcE M aF Jo.ao pM To sgoKAraE coMM "*s••• I07A W BROaD1NAY. SpaRANE wa 99zso.rom PHorE 150MM61e Vnx M nar%7A.U7A . ` i - ' ~ ~~ffm,md ArpZ+pf10d WfcmtWOw NOt Approved 1T D8t8 ~'eci ~~deIIAget ~ - - . ~ i ApPicvied ApPrwad wfcoadidons Not Appswmd , Dua pl,aaniast & ?raffic Eagiaew pgpmved App,roved wlcoadidcaos Not AQptaved Projec.t 4tanagemeat Fagmeer, Dau aPPm,,cd ApProved wirAaOiavas Noc Apprayed , -Dass Operaticas Ea~aee~ . sP0x1KE COUm ~NGl1YEE~'S DETLMNAZaN: s ~ - - . • : • •e Appwyed a~/IIo coaditiona A►pprov~d ~ teoom~mended abvve Not ~►pgtoM1►ed ~ . ~ 6 ~c 166 , . 11-4 , 1\ ~ - ~ , ~ ~ - ~ ~ . ^k.-~ . ~ ? ~ , ~'1 ~ . is`~J t `v~.x... ,.`-vN ~ y ~ ~ r aa J r'1" ~ ✓ . f:r~+~ s''u-t^/1 1 : ~ . ,,~t~.,s • 1- ~ ' - - ~ l ~ a G t J~ . ~ - - . ~ - ~ -431 ~ s~-- • ~ ~ ~ - ~ - ~ ~ I I1 _ _ f n BACXWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K- REYBOARD F - FILE k ENTER: NUMBER OF PIPES 1 OUTFL4W CONDITIONS PIPE NO. 1- TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV. F - TW/HW DATA FILE s 2) ENTER: TW-ELEV 91.70 ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY) 2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD) 3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW) 4- CMP ARCH (OLD GEOMETRY) 8- ROUND (user sets n-fac) ARCH PIPE CODING - EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD-ARCH NEW-ARCH * EQUIV-DIAM. OLD-ARCH NEW-ARCIi 1511 181IX 11l, 17"X 1311 * 4211 50"X 3111 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 2511X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 4211X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 - OTHER (SEE 2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAF/HDWALL FHWA REPORT 3- CMP/MITER 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5) ENTER PIPE # 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE 20,12,2191.2191.27,1 INFLOW CONDITIONS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 92.09,0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM V- VARY VELOCITY ACCORDING TO V=Q/A s 3) ENTER : VELOCITY ( f ps ) UPSTREAM 2.62 ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=l, CONDENSED=2, EXPANDED=3) ~ 2.11,2:11,0,2 , . PIPE NO. 1: 20 LF - 1211CMP @ .35% OUTLET: 91.20 INLET: 91.27 ItiNTYP: 1 Q(CFS ) HW FT ) HW ELEV,. * N-FAC DC DN TW DO DE HWO HWI ' 2.11 1.16 952.43 *.024 .63 1.00 .50 .63' 1.06 1.16 .92 SPECIFY: R- REVISE, N- NEWJOB, F- FII;E, S- STOP 1 i I l,~ . . n , . BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K- KEY80ARD F - FILE k ENTER: NUMBER OF PIPES 1 OUTFLOW COATDITIONS PIPE NO. 1- TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV. F - TW/HW DATA FILE s 2) ENTER: TW-ELEV 92.43 ROUND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY) 2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCII (OLD) 3- BELICAL CMP (n-fac varies) CONC/SMOOTH ARCH (NEW) 4- CMP ARCH (OLD GEOMETRY) 8- ROUND (user sets n-fac) ARCH PIPE CODIPTG - EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD-ARCH NEW-ARCH * EQUIV-DIAM. OLD-ARCH NEW-ARCH 1511 181IX 11l, 17"X 1311 * 4211 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 42"X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 - OTHER (SEE 2- CNP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT 3- CMP/MITER 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5) ENTER PIPE # 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE 150,12,2,91.27,91.80,1 INFLOW CONDITIONS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 92.09,0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM V- VARY VELOCITY ACCORDING TO V=Q/A s 3) ENTER : VELOCITY ( f ps ) UPSTREAM 2.69 ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) . 2.11,2.11,012 PIPE NO. 1: 150 LF - 12"CMP @ .35% OUTLET: 91.27 INLET: 91.80 INTYP: 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 2.11 2.52 94.32 *.024 .63 1.00 1.16 1.16 2.42 2.52 .92 SPECIFY: R- REVISE, N- NEWJOB, F- FILE, S- STOP L n BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K- REYBOARD F - FILE k ENTER: NUMBER OF PIPES 1 OUTFLOW CONDITIONS PIPE NO. 1- TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV. F - TW/HW DATA FILE s 2) ENTER: TW-ELEV 94.32 ROUND/ARCH PIPE IAIPUT CODING INFORMATION: PIPE TYPE CODING: 1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY) 2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD) 3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW) 4- CNP ARCH (OLD GEOMETRY) 8- ROUND (user sets n-fac) ARCH PIPE CODING - EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD-ARCH NEW-ARCH * EQUIV-DIAM. OLD-ARCH NEW-ARCH 15" 18"X 11" 17"X 13" * 42" 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 42"X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1- CMP/PROJ. 4- CP SOCKET/PR4J. 7- CMAP/PROJ. 10 - OTHER (SEE 2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT 3- CMP/MITER 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5) ENTER PIPE # 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE 190,12,2,91.80,92.46,1 IATFLOW CONDITIONS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, OVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 95.00,0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM V- VARY VELOCITY ACCORDING TO V=Q/A s 3) ENTER: VELOCITY(fps) UPSTREAM 2.69 ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) . 2.1102.11,0,2 , PIPE NO. 1: 190 LF - 12"CMP @ .35% OUTLET: 91.80 INLET: 92.46 INTYP: 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 2.11 4.23 96.69 *.024 .63 1.00 2.52 2.52 4.13 4.23 .92 SPECIFY: R- REVISE, N- NEWJOB, F- FILE, S- STOP n BACKWATER COMPUTER PROGRAM FOR PIPES SPECIFY TYPE OF PIPE-DATA INPUT: K- KEYBOARD F - FILE k ENTER: NUMBER OF PIPES 1 OUTFLOW CONDITIONS PIPE NO. 1- TAILWATER DATA: 1) SPECIFY TYPE OF TAILWATER DATA INPUT: S- SINGLE TW-ELEV. F - TW/HW DATA FILE s 2) ENTER: TW-ELEV 96.69 R4UND/ARCH PIPE INPUT CODING INFORMATION: PIPE TYPE CODING: 1- CONC/SMOOTH BORE (n=0.012) 5- CMP ARCH (NEW GEOMETRY) 2- CORRUGATED METAL (n=0.024) 6- CONC/SMOOTH ARCH (OLD) 3- HELICAL CMP (n-fac varies) 7- CONC/SMOOTH ARCH (NEW) 4- CMP ARCH (OLD GEOMETRY) 8- ROUND (user sets n-fac) ARCH PIPE CODING - EQUIVALENT ROUND SIZE MUST BE INPUTTED PER FOLLOWING TABLE: EQUIV-DIAM. OLD-ARCH NEW-ARCH * EQUIV-DIAM. OLD-ARCH NEW-ARCH 15" 18"X 11" 17"X 13" * 42" 50"X 31" 49"X 33" 18" 22"X 13" 21"X 13" * 48" 58"X 36" 57"X 38" 21" 25"X 16" 24"X 18" * 54" 65"X 40" 64"X 43" 24" 29"X 18" 28"X 20" * 60" 72"X 44" 71"X 47" 30" 36"X 22" 35"X 24" * 66" 79"X 49" 77"X 52" 36" 43"X 27" 42"X 29" * 72" 85"X 54" 83"X 57" INLET TYPE CODING: 1- CMP/PROJ. 4- CP SOCKET/PROJ. 7- CMAP/PROJ. 10 - OTHER (SEE 2- CMP/HDWALL 5- CP SQ.EDGE/HDWALL 8- CMAP/HDWALL FHWA REPORT 3- CMP/MZTER 6- CP SOCKET/HDWALL 9- CMAP/MITER HDS N0.5) ENTER PIPE # 1: LENGTH(ft), DIA(in), PIPE-TYPE, OUTLET-IE, INLET-IE, INLET-TYPE 74,12,2192.46,92.7211 INFLOW CONDITIONS PIPE NO. 1- OVERFLOW DATA AND UPSTREAM VELOCITY DATA: 1) ENTER: OVERFLOW-ELEV, QVERFLOW-TYPE (NONE=O, BROAD-WEIR=1, SHARP-WEIR=2) 95.00,0 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM V- VARY VELOCITY ACCORDING TO V=Q/A 2.69 2) SPECIFY TYPE OF VELOCITY DATA INPUT: S- SINGLE VELOCITY UPSTREAM V- VARY VELOCITY ACCORDING TO V=Q/A s 3) ENTER: VELOCITY(fps) UPSTREAM 2.69 . . . ENTER: QMIN, QMAX, QINCRE, PRINT-OPTION (STANDARD=1, CONDENSED=2, EXPANDED=3) 2.1112.11,0,2 PIPE NO. 1: 74 LF - 12"CMP @ .35% OUTLET: 92.46 INLET: 92.72 INTYP: 1 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI 2.11 4.96 97.68 *.024 .63 1.00 4.23 4.23 4.85 4.96 .92 SPECIFY: R- REVISE, N- NEWJOB, F- FILE, S- STOP ! spomw ENvrRarMENrAiL vRmA.vcE DE A7'ION OF NUNSIGIVMCANCE File No. 93007661 Description af progasal: W23 square feqLpne stogyr hakerv addition including locker rtgmS. lunch room Md k ui m PropuneaEt: RidWd Eslir AI&RIlis Eslick Assoc. Architects. 5200 S.W. Z1►lacadam. Suite 370. Partland. OR 97201 • r Weiler Location of praposal: 110 N. Fancher Rd,_Spokane. WA 992Qfi Spokane County, the lead agency for thLs propasal bas determned that it does not have a probabte signif cant adverse impact on the +environnient. An EnviranmentaGl Impaet Statemeot (EIS) is not reguired uader RCW 43,21C.030(2)(c). 'Ihis decision was made after rev'sew of a oampleted enviranmental checldist and uther infarmation on file with the Iead agency. 'I'he iafbrmation is avaflable to the public on request. [ 1'i'here is no cDmment period for this DNS. [X] 'Ihis DNS is issued uQder 197-1 1-344(2); the lead agency will nox act on this propasal for the required 15 day review period cvmmenang an October 5, 1993, Camments pertaining #o this checldistldeternaination must be submittedlrecein►ed no Iater than 4:00 p.m,, +Dctober 20, 1993. Respoasible Officia1: James L. Maasan, Directar cfa LorAe Lakshas, Planaer Spokane Caunty Division of Buddtng and Safety West 1026 Bmadway Avenue Spokane, Washiagton 99260 (509)456-3675 Date October 5, 1993 Signature . You maY a,ppe.al this determinattan withi.n 10 caIen@ar days after it bacomes final. ?`be Board af County Commissiouers West 1116 Broadway Avenue Spokane, Washington 99260 The appeai must be submitted in writuyg no later #han 4.00 p.m , Octobex 30, 1993. You shou]d be prepared ta make specific factual vbjections. Corntact abave responsible official to read or ask about the proCeduxes fvr SEPA appeals A copy 4f the DeterrtYinat[Qn of Nonsign[ficance was maded t4: Spakane Gounty Atr Pollution Cantral Authorxty Spokane County HeWth District-Env►runmental Hcaith Mr Eric SIcefton Mr. David Swink Spokane Caunty Engineer's 4ffic.e Washington State Dept, of Transpart,ation IVIr. Bill Hemmings Mr )ae Chatterton Washingtan State Dept. of Ecolagy Environrnent Review Settioa-Ms. Barbara Ritchle Fire Dtstrict No. 1 Mr. Paul Chase ~ 1 , Wc- r •S..z s~ ~ ~ . ~ SPOKANE ENVIRONMEN,~~ ORDINANCE SECTION 11.10-.230 [1] . e ' PAKANE EhYIF6ti'4ffliTAL 0021%aCE '-tl-~bZ) Scectnn il 10 230(1) LAC _ Bnvfrormrecol Cheekltst FLIt No ~t, ~-7 tic"se oi Cheetltst 1he State Benricoaseocal Poltcy Act (SBPA) ehapter 43 LC RC11. seyulse• ail Sovernaentol agencles to conetQer the tnvitoaatatal lmpaeta of a propoaal -etora "hinS declsions. M BavlcoaaeASal Lpaet Statemns (SIS) sast oe prepared Eos all propouL vtts proosble aigaifleant •drerge lopnct• oa Ae analicy ot the eadronmanc 'fle puepose of tDi• eAeeklist is to Ptovide latorutlon to Aelp you mA the asaacy ideetiiy lmpacte Esoo yonr soposal (and to tednte o: avoia iapacts fcos the psoposal. !E it cao se done) aid to !►elp the saency deside vhetties an HIS !o repuiTed. nstsuctions for AppllcaAts. M• eovltonmeotal ebeckliat asb yao to deseeloe same buie lafossacloo abont your psopaul. Covermeocal aaeaeiea we this eAeeklist to deteesiee becAsr the ensiroameotal itpacu oI yovs psopotal a[a •ipiticsnc, reavidna preparstioa ot no 913. Ansves the quesetoai Ociefly. vicA the sost neise iotoesaelon lraaw, or Sise the best deudprion yao esn. ou nust annras eaeD puestion accurately and cacefolly, to the Oast of yaus IooarUQae. Io swt wes, you •6ould be aDle to wsve: the questions ro. Yws ova obiesvacioas or projaet plaoa oitbont tbe aeed to Ain esyeru. Zi you seally do aat Imov the sapet, or lt s queatioa doee ewt ayply oyous proposai. vstte 'Qo aot kaor- or 'daea not applY.' Coapleta ansren to the avestioas uw ssy avoid unmeeessaey delays Lter oie auestioes ask abont sovarmao"l e2aaLtiaas, sues as saalag, oAorellnt, aoG laodaarti dasisoacions Anrves tLeaa qvestioae if you csn It you ave pmblema. the goMettsental ssaneles can ustst yvo. ee ceeetliot qvostioos a"1y to O11 pases ot yais ptoaoaal, evea it yae plaa to do tAm over a period ot tim or oo ditiesaeoc pareals of land. tued sa= additionsl iufosmtioa tAat vill dasesibe yau proposal os its emwisnnaental eKeeu. !be ageecy to abicb you sobsie ehi• ebeekiisc my sk yoo to eXPLla yaur aostiess os psowid• a0ditlonal lefomattoa seasooadly eelated to date:siniag !i there u+y be sisnitieant advecsr Lpact. se oi cbeekllst loz aeaprojeet PropeuL spiece chie eAae.klise tor aMrojeec propoaals, ev+so tbougb Queatiom saT se ansvered 'doea aoc apply'. QADDIlM. eavpleto the SOPPLEMMiM 8~! MM WM2QJaCT AClIMS(Past 0) 3ir aansofect sationse the e+eterence• So the e.bselllat !o tbe vords 'ps+ojacc.- "applieant.' and 'propestp or sita' obou2d De resd as 'Psopossl.- srogoser.' and 'stteete0 aeoSnphie ana,,' resyeecivelr. SAQG83IIIiD eme of pmposea projeu. :t ,pp11G1146= Snyder Bakery Addition 110 N. Fancher Rd. Spokane, WA 99206 n.m ot spisc,nt : United States Bakery Addresa aad pkone auaDas ot sppliuns os eontaec pesooor John 8ader, EXEC . V. P. of Operations P.O. Box 14769 / 315 NE tOth Avenue, Portland, OR 97232 (503) 731-5670 (Fax) (503) 731-5680 e.:e ctieckltsc prepaced 9- 7- 93 Agex7 reauesang ehecku,c County Planning Degartment ?ropoaed tieiag os scLedule (loeludlag psuing. il applieab2e)e Construetion btArts Sept. 1993 Construction completion, Feb. 1994 a Do you luva soy plaw tor tucnre add![ions. expawi+oo. or fuecher seclaitr ralsced co or conneeied vitA this propoealt If yea. es9Lia Not at this time. Q. Qo you owo ot tsave opttoos oo lsod aeasbp os adjateat to tbie p:opo"It Ii ?es, ezplaic No. Liss any envfrotueeo[al lnEomation you knov about ttut Aas peen prepa[ed. os vilt ee pceposa4. direetly selated to tsi• pcopoeal None. , ~ro• tl-t . s-AC L47-11-960) Sertfon li 10.230(I) SPOKAb'E £NYi{iOWCEHTA166B.QIiiA2iCE. A 5Apc6$OMA (eonclns,ed) 'i. De you knev whecher appIicationa are pending Far govermea[oi appravals of oeber pcapeseL direetty affeeiing°Ctu propart.y evterrd by yaur propoaa]i If Xes. esp~sls Fancher Raad widexting, b4rderxng our West property line, i.e. a prapased oourity project. ta• Uss aay Vrerna,ep[ approaNL ar pantcs [hst wi21 be a"dcd !or rour propoaai. if lcnevo. UldknO Wri . }l.. Gira bsW. ¢WP1st* dgotrtptWa ot yonr propc4,e1, i=1Wa4odatt~so lstes 1a n ~b FM~ su~a Wd il~e ~ af st& pm~t sad aies. ~era ar~ se.oer~ 04 rbecktiat tAat sN1c ron to 4et9xi.b8 cgrt&toa aSpeata a! 7*= proPosal. 1e0 do at oesd ca rapeat tbarr on.wss ea cb3• pa"- 1fi, 523 a. f. , one stary, bakery additinn incluclxng em,playee lock+er area, empioyee taizets and shower areas (mens and wgmens), employee lurtchroom, and bakery equ3pment areas 3Laclnding two mezzanxnes for eal,uipment only. U. LaMsim of eee psopo,al 6i.a wtf!cseat. Asfan.rioa eo . p.uoa co nnd.r.eaoe eAe pvarl" ]oca!!an of rumr proymed wo3a*.e, tadum i ott!!C iMMS6. it ri7y, ilW sEltlefpy ~OfiR6up am rano• It h=wn. If a Pmppml pprdd 4i!-Bx Of!! M of itli• pMVI" ty! !mee Or baooarmt.a of tbe .ice ssoVlda s~gge1 desC*svtIco, .1,ai plss►. .lesat" *ag. .oa topognp6ft auKp, sf x+epaaaft md]ta6u. ihiia ym .booM plaft regmrsa by ehe ■pxus. yea mp aot reqtdca te eyaALpte sm" yr a.ti.uea ptem .4mdrfta .m .rw v=dt ,A#g.aeo ra.laeed Re tb3s eberk3uc. ~ Addition to sautheast side of existing bakery builcUng located at the SE quadrant of the intersectian of Narth Fanchar Road and Main Avenue. Address; , 110 N. Fancher Rvad Wc~ Sgokan~, ~ashington ~9z+u6 ~ aIr Parcal 35133,2306 -j b -J5° ~ 13_ Doiss r.be propwed aetianc liw vitbio th+e Aquifu Sensitil►e llsea (ATiA)? ihe Geaeral Sevas Serriee AftsT 7hn Priolrity Se4es Seri►iCa Atsa? '[h: CttY a! 8polcanat (See Spoir,sa& Caaoey•s dSA ovae]aT Yam dcYaa for boundariei). untv. within ASA dvesiaF Zone, Within the Genezal 5ewer Service grea, and the Priority sewer Serv3ce Area, ra M aM*Lr= sY erniCeM D. MarnmmmmL er.m=rs BvaloarLan For ZAM I►gow2 ilsa Cniy a. 6aaetraa deacsigttoa ai thc alt+e (circle osr)- !'tsc. solling. bilky. •teap pYoP6s. oomnkaiuua. eLher: Fiat site with some fili at the SE carner of site, ~ 1. ~t ts 0e steepiRr "apa sm dm *sea t■mwdftto p.ecm +lNe)t L-W * c. Yktat geatrai trper oI soilr art tambd ao ehe aite (tar esa.pie„ eLy, aaed, gr,+rel. peae, auck)T Y-f 7ou knam Lbe tlaaellicacioe of agrtcaltarai saila, •peeily tiiea aad note aar prisc farm1' eed Gravel l d. Are tbare surtaca lnd3raciona or bietory of unatabie soEls !a [he lmeediase +lclnityt II *o. dtscrlbe_ NO . il-3 1 O!l lBd . ~ IpoxWe DvteoMMIsAu. oRDtwet,aE ti.t. !u:- 1-y6f1) Seetfon 11 10 23C(1) 8 £'L .ROti.'~!i'TIII. El.t?MKTS ( cont 1 nued ) Evnlustloa ior . Agency rse oar t !*sCTipt the purpose. crpe. end apptosloece puentitle• oi •nr fl111na or sradlag psoposed Sndlcatc source o[ tlll t gone. exceat for reguired 208 drainage swale. ' Could erosloo occur •s a teeult ot cltacfng, constevetioa. or we! If so, geoesally dessribe No. g abwt veat pereeat of the •ite vlll Da eo+reced vitA lapetvtow wstaces stter yrdjtet constsvr tioa (for ezaple, upMlt or bnildinas)t Approx. 75$ b. Proposed aeawres to ndnte or cvntrol erwioa. or otbes ispaeto eo cbe Qartb. tt aay: 7308 drainag,e...~wales at NW. SW, and SE areas of site. . w~ a. iihat tM of enUitoaa to tQe a4e ppuld sewlt trm tae gioposal (l.e.* dwt, snLOmobdle. odoss tadvstcLl. Yood ssoke) dVrlE c9Ntrattiva aad vben the pro}et L eamplaLodt It aDo seaesall~ dasedee~i~lp~a~ qaan~ s••ora. or jil construction activity~ Sept. 1993 , through Feb. 1994 p. 1►se t0ezt any oft-sice soumes ot wis*lons or odar thas sq atteet yws ysoposalT It •o* gener.uy et.criee. No. s A c Pcayosed~~eao»sw so reduce or toatrol eala~io~r oiser bpaeq to atrt 1f so~- • ~c r WA2F3 a Sustace (2) Is chQre aa7 sustace vatec pody oa or in the lasediate vteloity oi tbe site tocludina yeas- coue►d aod seasoeel streama. salcvater. lakes. poads. retlanQs)! II yts. deseriDe tM and pro.ide aames It appropriace. • ute wbac etrw or sivsr it f2ors foto. No. (2) Yill che project requlra any vo:k over. !n. or adjacent te (vltAto 200 feet) the descsSDed wcera' If res. pleaae descrfbt anQ accsch avallasle plens NA iia; ii-4 sroKANz tnmioINUrfi►r. aeDiaN.ce (.AC 14'-I1-960) Sectlon il 10 230(1) ~ . 8 ENt :ROhXMAL ELFJ4EHTS ( c on t f nued ) ~ Evaluattoa Foc r ONy (3) Eeti"ce the @mount oi tlll aeed dsedge se[er1a2 tTut voula be plaud in or recoved fros the Ageoey lse ~ •usEoee wter os veclaad• aad tndlcate the •res, ot the •ite that vould be attected. ladieate the aousee ot till oaterla1. ~ (4) Yl11 the Oroyosai reqnise surteee wcer vitbduwL or Qivermloast 6ive geaersl dnsceip- tion, ynrpose, aed SpProsfaate qmntltlai it kawra. NA ~ (S) Ooes the ysopoSti lie vitAlo a 100-yesc t1ooQ aldat If ro, aote Loeatioa oa the ette plan. No. (6) Does the yropo"l laoolve any dlacbasges ot raste ~tesiaL to sasiaee vace"t If so* deurise the type of vute snd anticipKed vo,iuoe of dlaehmrge. No. Floor drains will be piped to new holding tank for periodic removai by tank truck. ~ b_ cmovbm: (1) Vill sroana wtee ba vlebdsavn. or vtll vatas be disesarged to Sround vstect Cive geQesai descriptioa. Pot'Pones, and appsaoclmste Quan[ities il taara. Ncne. (Z) Desectbe wsce matulal tlLc vill ee dle sro~nd ts+n septte t,aaka or otles •sMtac) vmte trealseot tsetlity. DaseriDe t senasal •it0of the systm, the ma0et oi bovaes to be se:.ed (if applluele) or the ambe persom ese spscen(s) are esaeeted W sarae. Waste from employee toilet rooms and lunch room for 16 additional employees via 1500 gal. septic tank and 300 1. f. drain f ield . (9) Desuibe any yp~a_os6es tAan ehose designed tos the dtspaal of saaitasy wste lastalled toz t~~t ose ag .Eelan the arooa0 sasEaee (loelodaa ~rtess wcb u tbooe Eo: the ioposa2 e!r 'drosrwcer or deatwge too iLoos dntnr). besesibe tbe t7ye ot mtas, tbe ssoaat oi wteclal to ae diepored of tdmnsb the snces sod tse t"eo oi mcerLL likely to ee ditpwed of (ioeladlns uceHals r!►leb s@7 eater the qeca losdvetteotiy esronab •pi1L os as • reault of [lre tlabtiog aeti•icfes). The existing and newfloor drains in the bakery production area will be piped to a holcting tank for periodic removal by tank truck from site - cleaning water only. (i) Vill aor e!►siuls (espeelallr orgaole soZveot• os petrolem tuels) ee •tored in aDove groned or nodergrourtd storage tankst It so. what qpes se0 auaptities oi "tesLls vHl Se f stoced! Two existin'underround c~iesel fuel tanks will ~ rema u One ove ground propane tank will remain - for delivery vehicies fuel. 1±-s 1@/D'8b Seaz~w~G ~tvi$ma~xrru. c~nz~+~ca ~ (GAC 297-11-960) Scetioa 21 16 210(1) 6. FA9MlNENRAi. tuneum Cta~R1 ~ued } ~ Evaluatiao far Ag&bc~1 tfae Qa1~ (5) 1A~at yrateetira ~aast►seo se1L~ b takan Lo tanss~ tbat lealrs or •pi2L ot aoy e.hcaita3• •tarkd ar wed oa @its rtll aat b+e s1loti.d io porealase to #iannd +ratair (tALr lOC19Qlt mmiUTls eo kaep ehewicalr eue oi diapes4l mtrn• earc=tbcd in 3b(2) aAd W30 ~ e w.cer amaalr (loa.Wt,sg rcca wscer): (l) De■cribe cha .oame af saaotf tserladinj .tor. Q.t.ry ma ueUad os c-olLeckioa sea el.ap+a"l tt aaf (inarleo" qoantttLai. tf kaora). Hsars qdll t6ia vrtea tlarT iiill thle Mtar tloM late athet vatesst 7f •o„ dCesstbe. Roo€ aad surface dral.nage far storm water will dacain to three mew 11208 swa]-es", at N'W c+orUear af site (240 cubic ft. at SW coraer of slte (1700 cubic ft.): at SE carnex of sxte (S,SDU cubic ft.) (2) ttsu .oW cbalo.L be .eoraa, nraal,ee o: a.ea oa sbo atea ia a loeaUaa +ber. .spl„ o: Ieat vL3.Z Qratu to sariauas os aewmd +Arctr os rro a atoo M.ner 4tsp01al ssaha dincharsift ro snrlaet ot gcvuM v!at,est No. L Could tlute IVtoClaU 44T+1r pvmd Ot iGzf=a vatlCst U i0. SeM'~y dawxtbe. See 3b(2) and 3b(3), Previous page. a prapa.ed aetasw" co cedcwa oir roucsal oerdate. gsoaad. .ne sa~aEC rarer sap.ass. !f .aw (it the groya+ad ieitom t+t" 'Rtt3p the Aq?tfar Seaaitt.Te IMa ba asPee3a13,t tlsrc oes ssplarMtioW eelstin to ladt3[ics soueetofaf faaeianr 3b(4}0 3b(5), aoQd 3e(Z) ei ebla chocllist), 1dGI~e . a. P A. CdtCk or citCle type of QWtatian iouqd oa Lde siies daoiduoua traai aldor, wspia. aspaor oxbrr NDne @XifitS OA siL@ T10W. aaexg:,eea trta: fir. udsr, Vice„ otlLer- i C1SV bi grsas. putttre. oroD ar gtaia. vat aei] planes, cattatl• bntc&map, bullswh, akuak ea6fiege. atbar. w.ear plant*x wtas lillr. erlgsus, ollloil, osLer ocMr "o oi +agetattaa. 4 Yhat kiad imd rqaannx o[ wlgatreloa rfl] br siovod ot a2eeseQt C. List thraapasd ar •pdaiaetid sqscioi knm to be an ar nerr etw •ita. NOrt8 4 Fropoa.d isndocapia=o, w• a2 natin plaau, or othor "mm ta psrrsom or adur.c+ wletativa an t!e sitil, ti aert LandscaAinq_per county rEquirements to be d4ne. o/ifs+ 11-a sPOKu+t ZMVnMMHM ostDfWQ (WAC 191-1I-960) Scetlon 11 10 330(D) ~ . 6 f1iYIROt+➢KE!i?AL E1F.NNTS (contlnued) , Evsluecion ior I►geney v.e onYr S AHIltM.S s Girele any bfTds and aninals .rhfeh have eecn obse ned on oir aear the s3ie os ase kaova to se on or aear tAe sice 01rd• hsvk. becoa. eagle. soaIISirds. other Non~ . slanuls- deer, bear. elk. 6eaver. otAer None . tiah. bass, sslaoc►, tsout. ber:lesg. •del2fiaA, ochars NA otber• , 0. List any tbrestennd or eodan6ered epeetes kaara co be na os neaT the siu. None. c. L the tite Ptrt of • mistacioo sontet if co, espLin. U11kY1OW11. d. proposed uaaoses to pseEerve or ed,ance vildlitn. aoy- Upw landscapinq and hydroseeded drainage swales where nothing but asphalt and gravel exist. 6. FNEJIf.T AIiD b1AZU8N. RSSOitRCCS a. YMt tlodi ot energy (eleecsie, oacnssl gas. voad ato+ro. salsr) vlll be ased to seet the t1n eompleceQ proieet'a eae;gy oeads= Deserise vDetDs: !t vf11 De assd !ot bmtftg, sawatec- Lnrtts► ate. Qas heatin4 and heat source for baking ovea. ~ b. i[ould rats projset atteet tRe potnntial we of solar eoergy Dy sd3attnc propastt,eef Il *o,, gecess21y deseriDe. ~T C. Yhst kioda of taeca coasarvatioo tn tures sre loclndee to tAe plaas ot tbla proposdT I.lat otDer pcoposed oeasures co ciduce or eoncrol enesgy iapacts. ii aay: None. 7. ENVIRORKEPM BRAt.su A. Aro tAece any enniroomeotal hrsltA hrsardo. lncluditS eapoaare to caaie ebsieals, r1ilk oE Eits sad esplwiea. •pill, or Aauc+dous vasse. tMt eonld oeenr ua tssnle ef tbis 9e+oaoaal? If so, describe No. . ~ (1) Desecise •peeial emer6eatr seeriees that ■lght be veaaleed. None. . ii ioriJsb • ~ ~ spor.tiNE E►►wieoI-MMN. oaniNnhce (`A. -7-11-960) S.lec2ow 11 '9 ?Jtl(!) b E%%IROtiMNT1U. C1.ElXyTS (eoat irtued ) • ' Evalua[lon For : Asencr ~~se anly Z%I;ROV.'4EKTAL ABALT#! (2) Psopo,ed meaeures to reduce ot cont:ol eaviromeatal healtd Aasards. !t soy MA b Nolee. (1) NAac types ot aolae esLc ia the arw vbieb osy atteet yonr psoject (tos exwple: trdKe, equipmaut, opesation. oibeet 13 industrial zone. (2) Nhsc cTpes nnd leveL ot noias vonld be csestad by os uaoeisced vitb the Dsojcet oa • short-tasa os a loag-tesw buL (Lor eszsples tssllle, coascevction, opantioa. othesi Udicate vbst Aou:s noioe wouid cose fram the sice. _r_znn ncjee through Feb. 1994, after that site to :0nstr.1r_ have same activity as now, i.e. trucks, staff auto traffic (+16), however, truck traffic to site will raduce because of on site bakery capacity increase. (3) Psoposed saaause to sedaca or eoat[ol oalse lopaeta. it aoy: ATone. 8. L1n 11M SSOBMME USL ~ . Vl,.c i, the cnrraoc we or enq .!a ma aj.enat prop.rcts.t (r r'W ' S' _j 2one Industrial C~ ~.C n , • b Sas the •ite laan wed tor aasieaultant tt w, daseriee. ` No. c. Deeeribe eor scruetucas oo the site. One story bakery building of concrete bloek, approx. 63.760 s.f. and a one story truck maintainence/thrift "ore bv11din9 approx. 3,600 s.f* d v:ll aay .tstieenras oe aeaolLAedt u.o, vUeh: lie e wlat ia the cucseot sooia$ c14091lieatioa ot the •itei 13 t Nhat i• the euseanc eempcdtiansiw plao desisnatioo ot the •iat tgd118 tY 1 dl g It epplieaslo. vlut is the eusteat a6ore11oe mastes progras deslawcion ot the •icet NA h Nas aoy patt of the site been claseitied •s sn 'eavl:onmeoullr aetuletwe' •rsat IE so, spetffr N11. f Approxlmately hov aany yeople vould seslue oc vork la the caopleted projeatt 16 additional employees. iiie~ u-a SPOttM Bi9VIROhMttiTAL. ORDINMCE (VAC 191-11-960) ttctlnn 11 30 130(i) B. EUV1R0!@SEIiiAL EtlMEt7T5 (coot 1 aued ) • • Evaluetlon For Agencr ude on.ty J. Approxfmacely hov oany people ww,ld the coopleteA prol,eet displace'! None. k Psoposed meaouree ce •void or reduee dloplaemant lopatts, !t any NA 1 8ropase0 seswe+eo eo ensuca the proposal ti eaapstible vitd existing sad projeetea laod nses aad pleae. if anr Zoazng and building codes compliance. 9 NOUSIKC a. Ilps►ro:lsately !wr aaay anlts rould De provided. it aapT Iadiuu wfietAeT Sigb. siddle. os lav-loeox Aowing. NA b. Appswcie.caly bov .aay uatca. iE aay, wnia De e:tmtoaceet Ldieace vhotbes bigb. .iddle.o: lov-iocme Aouaivg. NA c. Psopa9ed veasurea to seduee or caatrol hoosiqg iapacea. if aays bM J io. AssaKMcs a. 11bac is the wllest eeight ot any proposea stsuttnra (a). oot laelndiag ancemus; wbat L the prioeipal s.ztnsior bvildiag saterial(s) proposedt Wall heiqht of concrete panels at addition to be 26 1-6', above grade. ► HAst vie-a !o the iamedlate Mcinlty would De altered os o6struccedt None. e Ptoposed veawres to seduce or eantrol aesthetie imp.eu. if aaW. Add,itian of con6iderable landscaping to site where none exists 11 LICHT MTD CLtPE Ak. Vhat type ol 21gbt or glmre will the proposai psodueef Ylut tiae ot dsy vovld it &ainly oceusf NA S Could light oc glase troa the [lolshea projeet be • safety lusard or lnterfere v1tA vievot No. e Irhot eslscieg off-elte sourtea ot ligbt or glare may •[teet your proposal! None. d P=oposed oeasurtr to feduca or control ligAt and glace lmpeets. if any NA 11-9 10/I/84 . ~ i ` SppXA!]E GNiIIQtQlFNtA1, OAn3NANd (VA[ 191-11-960) Seccioo 11.10.230(1) ~ a E!f{►IROA?MOAL EIOMM7S (caatinued) Evaluattoe► For Ageacy Uoe Oa1y 12 aFCBMION VAat deeigaeted •nd inform.l reereetioesl oyPoctuoitle• are io the isacdiately vletoltyt None. e Wauld the Osoyoacd psoject dieplate mv esistlog recrw tLoml orasT It so. descslbe. ~i C. PYOposcd sessnee• to s+edaes os coatco2 tayueo oo taeswtLoa, lacludies reevestioa opportvnisie• to be provlded by itia Orojeet os aypliant. il anyt NA 13. eisIMc AND cansttRAt. rRZSMvuIoN A. As+e these aeq plscaa os oDfecss linad oa, os Pzoposea los national, state, o= loul ptesesva- tion cegistass inovn Lo De on os aert to the •itat Ii go, geaeiallp devesiDe. Ho b. Canosally QaseKba oW lao&uria Or tvideau ot dlatorie ascd~uls salentltic ot ealtnul ispostwce kaovo to De oa or oes; to tM *ite. ~ None. C. 8soposed =&snre• co reduee or eont:ol imyaeta. it aaW: IdA u. TRAIspvasnn011 • LQaa[i!y pablie •taeto mnd 6tghwr sasviaa the •ita, aad daaedDe psoposed aeesu to the sYistiaa •treet qstea. Sbov on •ice plans. it aoy. The site froats on Fancher Rd. which is a major North-South route within the industrial area and approx. 2 blocks North of I-90, a major East-West route. O b.'j L► •sa Mm.sris ACA"Waktu c q ~eat t~swt emT dms R=_ .1~1 7~Pj C. Bon maaq► ParkieV oqacos raold the eapUad psoject !mt 8oor sM roold as pro}ct aliaiwtot Auto - 90 staff plua 19 at thrift store Truck - Parking for approx. 15 plus 17 stalls at loacUng dock . d. vili the psopoul sepuire say nev sosds or •ttaets, os lapromemete to OclatiaQ rad• os •trcats Qot loelodicg dcivewyst It so, genesdly descsi0e (lodieaee rAether pablic or prirate). RIMs to widen Fancher Rd. are in planning stages at county e. Y111 the project use (or occur to the lmsediate vietoity oi) Mte[. [all, o- •is transpottatloot Il no. geseeirolly deescrlb- No. ~ , e~ u-ia sroxMZ OnnnoxExrru. oanYe.ucCT tvAC 197-11-960J 5ect'n» ll ib 230(1) ~ 8. E271tIY0NMUT/11. EI.tM£NTS (continued) Evaluetlon Por Ageacr uae onlr l Hov many veAicuisc tripa per dey vould oe geoerrted er the completed yrojacs? If keovn. lodleate vhen peak vould occnr 16 more employees; 20 less incoming transports per week. s. Ptoposed seaencei co reauce os coocrol transpoKatloo lopacts, !i any* None. 15. MLIC S8AY1C8S a. Yould the prajaet cewlt ia aa lasruaed need fo: ynbiie servtca@ (tor exAspl.e: Fire proceecioa, pollce proteecioa. Aealtb ure. scbaolo. otees)? il •e, teaeszlly descsibe. No. b. Proposed oeaoure• to c+ndnee or coatrol disect ispaeca oa pAlie senices. if asq- ~ 16. OYII.I?IBS ~ 49. Cir4e attliciea cucseatly evstlaDle ac the sice• elaasteity, auawral gas, vaces, reivsc seevice, teiepAoae, iaoicary ierer. septic systes, othzr. Ail but sanitary and storm sewer. D. OinsedDe the ncilities eluc ate psoposad for the projeet, the ntility psovidin the aervice asd the geaesal eoastrutttoa acsivttles oo the sice os 1n ehe tasediate tieini[y vbicb etgbt be ueeded. pOW81' - WWP Water - Spokane County Water District #3 Gas - WWP c. siQU►saRe 1. the andezsigued# swcar aoder the peasltT ot per1nq cdtt tee oOart raspanses sre sadt tsudtnlly *nd to the Dest oi q knowleQSe. i alao aeeasstaoa tbat, steonld csere be aap Klltul aiaetpreseotattoa or vil2tnl Lek oi iatl disclosure oe q patt, the &muc7 aq vtt60=w aay dautsioatiou of naaaiSniEiesAte tbst it eigbc isspe io seltaaee npoa thi• e0ecklist. n,ce: P ac Richard Eslick, AIA; El].is Eslick Assoc. ArchitectB T (Ple"e rstnc o: r"e) Pteramnc • 5200 SW Macadam; Suite 370; Portland, OR 97201 re~: )223-6963 Yoseon eamplacicg Eor. G=eq Weiler, E1115/ES1fCk; John Rader oate 9/27/93 rme: (503)223-6963; (503)731-5670 US Bakery rai szm usZ oOn.: . Stafi Merbar(s) 8evieviog Checkli4cs Q ~117 A6 4 • ! f'a ~"r ~ 3ascd on this •RaEt reviev of cAe eavlroemeotal cAeekliat and ocber percioeet into[oatton, the scstt Coaeludes tbac there •re no pcoeoble olgoliiuot adverse tapaet• •od recamea0• • Qeceselwtioo ot nonaigaiflcaace 3 Coaeludes chat proposle algnllicaat advecee eovisoaoencal lopacts do ea[!o[ tor the :urreac psoponal aad recaoeuds • sitfeatcs deser- olustlon of aoaifgnifieaate vjeA eondlUoos C. Coaeluees thac chere ace pcobaple slsof[iwac aAvRrsc eovlreneental lepeets 404 retaaaeads s deteesfn►tSoa ot •igrAtieanee. 11-11 10/1184 .T - - 'dw -~k - ~ - ~ • ~ , • 10 ~ ,%.OF ~ : ~ ~ ` • . p ~Oa 1 ~r 8e 23 !T4I ~ ; A LK 1 231- 41 7 .a .3 V) ~f _ ~ L~ • ~ ~ 4 d 7 i -f 78* _ _ _ 7 l ~ ~ ~ ° VW L, C E Y ~ 'r - ~ ` 4r ~ • ~ ~ 4 . ~A FR orV r ~ i .f ~ 4Z: Z~ p a c M 30 ' p 1 ~ ~ - A ~ ~•f ~ ~ ~ ~ ~ i ~ ~ ~ • ~ , j l - I - t~~ • ` ,~-r ~ ~ ` w ~ 7 + , . ~ 1 ~ ` ~ f .4 l ~ s }Fl ~ ~L 7 l~ ~ + O T a i ?ZL ~ ~ i i ERSIDE 00 Amr, 1 I ~ . ~ r 33~55 ~Jp#z ~ C15 IC.1 ~ r _~~~_~1- - ~ • _`_1_ ~ _ ~ ~ ~ SPaKANE ENVIRON1VlENTAL ORDINANCE ENVIRONIVENTAL CHECKLiST COW1MENT ACCEPTANCE DATE of DNS: October S, 1993 PROJECT: 16,523 s.f., one story bakery adcLhon, including locker rooms, lunch raom and bakery eqwpment F1I.E NUMBER: 93007661 LOCATION: 110 N. Fancher Rd APPLICANT• Richard Eslack. 5200 S W Macadetn, Suite 370, Portland, OR 97201 RESPONSIBLE OFFICIAL. James L Manson, Director c% Lorne Lalcsbas Spokane County Divmon of Bwldings 1026 West Broadway Spokate, Washington 99260 (509) 456-3675 *~~~*r~*~**~*~*s~~~*******~**~**•***~**~~***s~*ss~* The following comrueait(s) corresponds to the noied secuon of the Envunnmental Checklist submitted by the applicant end becomes part of the checklist in acoordance with Secuon 11.10.160 of the Spokane EnvironmenW Ordimce and adopied policies: 1. The reqwrements of the Spokane County Division of Bwldings pre-applicahon confereace of 8l30/93 must be met. 2. Per the attac,had memo of October 5, 1993, addihonal requirements from the Spokane Couaty Divmou of Eagneenog and Roads must be met. 3. SCAPCA reguladons requue that pnor to the instsUation aad/or operatioa of any atr pollution source a Notice of Construchon musE be filed with and approved by SCAPA. This mcludes fuel burn.ing equipmenE (boders, oveas, heatiag systems.. rated at 400,000 BTU/how input or greater. DaW ~D ZS 93 s,gnac~ Cr~;~ ~A~ A copy of this Com t Aoceptanco to the Environnental Chec,khst was naled to: Spokane County Air Polluhon Control Authonty Spokane Couaty Health Distnct-Environmental Health Mr. Enc Skelton Mr. David Swuik Spo~kan .ounty Engmeer's Office Washington State Department Of Ecology ~ Mr. Bdl Hemmings Environraental Review Secuon Ms Barbara Ritctue Fire Distnct No. 1 Was6in$ton Staie Depi. of Transportation Mr. Paul Chase Mr Jce Chatterton 4A ' . . ~ S P C.7 IC A N E ~ O U N T Y OFRcp. oF Txs CaUNmr ENcmEM ~ A DrvMtoN OFTHE Fusuc WoWs DepARTMEvr ltonald C. Horrnann, PF-, Cnunty Enpmeer Dennis M Seatt, P.B.r Daector TO: Lorne Lakshas /??_r Division of Buildin FitoM: Bob 7'urrler Divisian of (Engineering and Raads DATE: Octobex` 5, 1993 S[fB,TSCT: SEPA ctiecklist far 310 N. Fancher LorY1e # T.he SEPA clYecklist for the Snyders develapmerit shauld be clarified in ttte Tra.nspartation Section. The Division of Engineering and Roads would request that trie f allowing elarif ication be added ta the SEFA docwment : ~ Sgokane County is in the pracess of impraving Fancher. T1ve completian of this pro j ect i s cont ingent upon adequate Right,s af Way. » The County and Snyders Ba,kery are curreantly negatiating the details of the Rights of Way. Spokane Cauntydwill xiot release any portian of any permit associated with the Snyders groject until an a+greement between Snyders aund Sgakane County, concerning the Rights af Wa,y and rail access, has been reached. r W.1026 Broadway Ave. Spokane, WA 99260-0170 (5fl9} 456-MO0 FAX (509) 456-4715 y ~ ~I ~ ~ ' I RMEQUEST FOR 1)ESIGN I)EVIATION , $30.40, DATE ROAD NAM.E - , CRP/RID # NAME OF PLAT plal# ADDRESS OF HLDG . NAI1M OF BLDG PROJEGT , BLDG# B9 S e T= R FEDERALJSTATE PROJECT # PROJECT LIlVgTTS EXISTIIYG CONDITIONS: PROPOSED II1WROVEMENTS: ROAD WIDTH ROAD SURFACE AVG. DAIIrY TRAFFTC _ Cuzteat Traffic Count Design Year Traffic Count PROJEGT DESCRIPIZON PROPOSED DESIGN DEVLATION JUSTIFICATION: SUBMnTED BY DATE ADDRESS ZIP CODE PHONE # s~sssso ADNiI1VISTRATIVE VARIANCE 'FEE OF J30.00 PAID TO SPOKANE, COUNIY 1026 W BROADWAY, SPOX:ANE WA~ 99260-0170 PHONE, (509)326=3600 FAX (509)324-3478 -REQUFST WII1. ND't BE REVIEWED WI'IHOUT FUNDS- CA.SHIGHECK # RECEIVED BY DATE VoMadpAw 8m - - DESIGN DEVIATION . STAFF RECOMIVCENUATIONS Approved Approved w/conditions Not A,pproved Project Manager Date Appraved Approved a/conditions Not Approved Planning & Traffic Engi.neer Date Approved Approved w/condidons {Not Approved Projeci Management Engineer Date Approved Approved w/conditions Not Approved i ( ) C) ( ) Operations Enganeer Date SFOKANE COUN1'Y ENGIlVEER'S DETERMWATION: e - Approved w/no conditions Approved as reoommended ttbwe Not Approved ~ ) ~ ) ~ ) 8193 Spokane County Engineer Date • + ~ ~ Rr` Y I Ei~ ~ONMENTi? ~ SPO►KANE COUA?TY EN+GINEER DEVELOFMENT ENGZTdEERIIdG SERVICES PRga'$CT B93123 REVIEWSR: Bob Turner PROJ$CT NAM: Snyders Bakery Addition DATE: 14 Oct 93 RE'q`i$W CriMMSNTB 6MWERAL: ~ An RID ac~eement is required for Main. Please submit a recarded property deed ar title report so that the RID agreeaatent caun be processed. ~ Right of Way and rail access neqotiations are ta be completed before any permit will be released. DRA.INAGE REP+ORT: Calcul.ations are required to be stamped by alicensed prafessianal Civil Engineer. aqe 1/8s Swales 1 and 2 must be altered because they extend into progosed Right of Way. See plans, sheet C1. ~age 2/8: Your analysis of drywell requirements is accurate but there is a routing prvgram, "Bawstring", that Zocal enqineers use that can significantly reduce the number of required drywells. I suggest yau look into using this program as it might save instailing around 7 or so drywells. 6 Paqe 3/8: A cvmplete pipe network analysis is reyuired. Each pipe should have invert elevatian, slape, length, pipe type, etc. PI.ANS: ,:;)Sheet Ci: A minimum qrade of 1% is required far alI asphalt areas. An elevatian is required at each curb inlet. All drainage basins shauZd be clearly defined on the pZan. Page 1 of 2 4p 0 . I REVIBW COMIriENTB PROJSCT # B93123 RBVIEW 1 14 Oct 93 PLANS: Sheet Cl cont.: ~abel all existing drywells as either abandoned and filled or as inlets. ~ue to large grade elevation differences between Fancher and the parking area, no approach in the SW corner of the project is to be allowed. With no approach, this will become a dead end and adequate maneuvering area must be provided. 0 No required swales or landscaping will be allowed in the future Right of Way area, therefore swales #1 and #2 must be altered. ~ A roof drainage plan is required. According to detail plans, the roof is asphaltic and must be considered in your 208 calculations. ~escribe how the pipe, hiqhlighted in pink, conveys runoff to the swale, see comment on page 3/8 of the drainage report. .,eu~ggest you use the Spokane County typical curb inlet, type 1, as attached. This can be used for all inlets. D cribe more fully the SE corner drainage. Use spot elevations to (,fverify minimum 1t slope. Also in the SE corner clarify the septic tanks, is there a drainfield? ✓tPetail the connection of the conveyance ditch to swale #3. ~ et C2: Use Spokane County Typical Drywell details as attached. Provide a detail of drywells converted into inlets. Page 2 of 2 S P O K A N E C O U N T Y OFFICB OF THE COUN'IY ENGINEflR ~ A D1V1S10N OF'ftE PUBLIC WORKS DEPARTMEM' Ronald C Hormann, P E, County Engineer DennLs M. Scott, P.B, Duector t~ -2 Date: f r SIJBJECI': ~~7; ~ f Gentlemen: A review of the road, drauiage, or srte plan for the above-referenced bwlding pernut has been accomplished. Areas of concem to us are indicated in red on the attached plan set and calculaUons marked "ORIGINAL". Please make the correcuons and resubnut them to the Building Department m order that the review process may proceed. When thc vlans are resubnutted mark all chanees on the revised Druit in color and include the mark-uo. Please note that the plan set and calculanons marked "ORIGINAL" are official pubuc documents, and must be returned with the revised plans and calcularions. Revlew of the revYSed pla.ns and calculations will not proceed untYl the "ORIGINAL" set Ls returned to the County. If you have any quesnons about this review, please contact us at 456-3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokao County Engineer ~ Robert 7ew er, E.I.. Plans R Engineer W 1026 Broadway Ave Spokane, WA 99260-0170 (509) 456-3500 FAX (509) ~56-4715 ~ • • . S P O K A N E C O U N T Y OFFiC& OF THE COUNTY ENCWSER • A DNfSlON OF THE PUB[.IC WORKS DEFAR'IMEN'f Ronald C Hormann, P E, County Fnguteer Uennss M. Scott, P E, Du+ector Date: !z / 93 E%J.%5 Is E'.SL1L1C .~OG1~.'T65 $UBJE~.'j`: SNYo~~2S SAt~E~.'t Ge4tlemen: G eEC, WF., t-cre- A review of the road, drainage, or site plan for this project bas been accomplisbed. Areas of concern to us are indicated in red on the attached prints marked "ORIGINAL". Please inake the corrections and resubmit theffi to THE BUILDING DEPARTMENT in order that the review process may proceed. When the plans are resubmitted* mark all changes on the revised print in color and include the mark-up. Please note that the plan set and calculations matked "ORIGINAL" are official public documents, and must be returned wit,h the revised plans and caIculations. Review of the revised plans and calculations will not prooeed until the "ORIGINAL" set is returned to the County. If you bave any questions about this review, please contact us at 456-3600 Thaak you Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer . Christopber J. Reich, E.I.T. Plans Review Engineer encls: '2EViao Cot-+r-wA-r5 ~t?~►~NAG.E ~~e'T cc: project file reviewer (comments only) k,W~e*Tft Broadway Ave Spokane, WA 99280-0170 (509) 456-3600 FAX (509) 456r4715 SP4KAh1E GOUNTY CiF'FICE OF CUUNTY ENGINEERS CALCULATION SHEET Description. 9-cv 1 eW -m-N-rs 4- 4 Project hda , ...F~Cta1.;z~ . Calc. by:. Date TitIQ- Checked by: Date Sheet ~ of Notes f BkLAj&,'Te2. Ca1.+(r1,{I..A.-T I ofJ.S a,Efi~ R.E: fpu1rmt? Fb+R., 'ri-ir, P 1 PF~ ` NlW7WXW-4. AAv~ t,1cr'T ~~JBo hN'%f -'ro -ra1S =w4iC4 ' L#J""'C 1~ ~G 5"' Con1[xzm Fnw... L1SZm C-40 7;:-.MsLM =aJ%. t t+l I Seks3ME ~ ~IfJG Ot; 'T111:S mw.ic,.e--3" 11b,5. NWFae EWiSF4 _ , . . ~►~~~E~ ~i'~~ U~ A~lOlp 6,~ G~C~+IFt1~1t3J~J . ~ J41 $L►,slf+?S AeS i S, ~ ~S 7~ ~c►STiIJ~ T~cra , E~r oF f~ot~~~i~ 1~l.+~T 8~~ ~J~ ABA N~ t•1Ca ~ W~~ BO T-I~ 49AI-~ ~ c."rxm6 ND FLac,~ ~N-rD rr? PLC666 Pej>j3of, wlf~ lr,ro OIL *BeMTM p6-rau,. ~ REVIEW COMMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJ$CT B93123 REVIBWR: Bob Turner PROJ$CT NAME: Snyders Bakery Addition DATS: 9 Nov 93 RS'VIBW 2 COMMEN'1'8 G~'11T~RAL: Please Note: My review was based on my review comments summary sheet. I still to this date not received the plan sheets with my original mark-ups. I therefore reserve the right to make additional comments on this project based on a further review of the plan sheet mark-ups. An RID agreement is required for Main. Please submit a recorded O property deed or title report so that the RID agreement can be processed. DRATNA+GB RKPORT: _/talculations are required to be stamped by a licensed professional Civil Engineer. The stamp must be the new stamp that includes the expiration date. All occurrences of a PE stamp must be dated and siqned. ~ Paqe 4: A backwater analysis is usually a standard analysis when ' any pipe network is being designed. You are required to submit a ' backwater analysis of the pipe system. County code requires a minimum of .75 feet of freeboard between the water surface pt~ elevation and the lid of the catchbasin or drywell. An in-house analysis seems to indicate that this minimum freeboard is not provided by your design. Paqe 5: The same comment as made for page 4 applies to page 5. PZANS: ✓Sheet C1: A minimum grade of 1% is required for all asphalt areas. This does not appear to be happening around the curb inlet. Page 1 of 2 xEVIEW coInKSrrrs PROJSCT # B93123 RSVISA # 2 9 Nov 93 PLAPS: /Bheet C1 coat.s The SW corner of the asphalt appears to be a sump area with the runoff traveling across the lawn area to the swale. Code requires that the runoff directly enter the swale, preferably .~p at a control point such as a curb inlet. aY' ~ A roof drainage plan is mentioned on this sheet but the County Engineers Department is not in receipt of it. Please provide the C~ ty with the necessary sheet. ~9o An approach and driveway plan is mentioned on this sheet but the ~ County Engineers Department is not in receipt of it. Please provide ~ the County with the necessary sheet. Provide a landscape plan for the site. P-96-*4+ 6xL4 14 l~c. ~ w/ zos, Describe where the 8" concrete pipe circled on he plans goes. Sheet C2s Your detail on the upper riqht hand side of the plan is somewhat confusing. Clarify the detail. Is the channel in the detail the channel entering the swale? Is the pipe entering the swale the pipe from the pipe network? Is the orientation correct? Page 2 of 2 . Triangular Channel Analysis & Desiqn Open Channel - Uniform f low Worksheet Name: Comanent : Solve For Depth Given Input Data: Left Side Slope.. 3.00:1 (H:V) Right Side Slope. 3.00:1 (H:V) Manning's n...... 0.070 Channel Slope.... 0.0078 ft/ft Discharge........ 0.89 cfs Computed Results: Depth............ 0.60 ft Velocity......... 0.81 fps Flow Area........ 1.09 sf Flow Top Width... 3.62 ft Wetted Perimeter. 3.82 ft Critical Depth... 0.35 ft Critical Slope... 0.1367 ft/ft Froude Number.... 0.26 (flow is Subcritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 1 a Triangular Channel Analysis & Dasign open Channel - uniforrn f1.ow Worksheet Name : Comment: Solve For Discharge G.iven Input aata: Left Side Slape.. 3.00:1 (H:V) Right Side Slape. 3.00:1 (H:V) Manning's n...... 0.070 Channel S~opea • • • 0.0078 yM~ft Depth.........,,, 0,78 f t, Cornputed Results : Discharge........ 1.76 cfs V'elocity....... 4.97 fps F1aw Area........ 1.83 sf Flaw Tag Widt.h... 4.68 ft Wetted Perimeter. 4.93 ft Critical Depth... 0.46 ft Critical Slape... 0.1248 ftJft Froude Numbar. . . . 0.27 (flvva is Subcritieal ) ~ ~ ~ d4~ ' 4 (.A3 "TbP Go , L~TO eL oul P Et> Dpen Channel Flaw Module, versian 3.21 (c) 1990 Haestad Methods, Inc. * 37 Braokside Rd * Waterbuxy, Ct 06708 . . Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform f low Worksheet Name: Comment: Solve For Actual Depth Given Input Data: Diameter.......... 1.00 ft Slope 0.0035 ft/ft Manning's n....... 0.013 Discharge..... 0.57 cfs Computed Results: Depth............. 0.36 ft Velocity.......... 2.28 fps Flow Area......... 0.25 sf Critical Depth.... 0.31 ft Critical Slope.... 0.0056 ft/ft Percent Full...... 35.53 % Full Capacity..... 2.11 cfs QMAX @.94D........ 2.27 cfs Froude Number..... 0.79 (flow is Subcritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 , pRO3-ECT : gASI14 ~ . . To~ DESIGN ) ,pESIGt~ . D CTV YEp,g S DA,TE . WS~`~' %ET~N DESIGN D~,~ITI~N $A P.RapOS~ 2 p°',ilble 5.0 OF tig'`i~LLS ~BF~ gn91e `See xly 5 (Cale 2.33 e of C,~nc • o, 63 T. ~ 66 . p25 Co~C 4 T i~o►e °f es'~ 2 p,~ea ~A~r C' F~~to~s ~ea (sq, 1.46079 I'~pervipr°vlded out Storage V 1 e V u~ ~'loW ~cf a~to~ ft. ~ o ea ~ C ~ r~,~-- #3 Q dev • ~u, ft • ~ A~__. #Z Intensity (Cu• ft' ~ toutt • *#2~3.211 T " •me #1 • hr • ~ (ets) ° _ T ime Inc . ( ln . . In~ • see') A_-*c*-_--#3 ) 600 _ 1'2~ 7 t 67 - 600 114a (#1*64) 4.671 3.1g _ ~a-j~ 1200 g03 300 ' 4.6? 2348 1804 311 5 3. j.8 3.29 2643 2404 _155 300 2„24 2.60 2-771 3000 _696 _ 5 600 1."11 2.13 2945 3600 _1259 10 9oo 1•45 1•78 2904 4200 -1788 15 1200 -1.21 1.53 2941 4504 _2356 20 1500 1.04 1•34 3412 5440 -2904 25 1800 0.91 1.24 3p44 6000 .3404 30 2100 0.82 1'.09 3p96 6600 r3885 35 2400 o.74 1.00 3196 ?204 -,42#7 5 40 2700 0.68 0.94 3315 ?800 -4-737 45 3040 0.64 0•90 3525 8400 -521-? 5p 3300 0.63. 0.88 3663 gpptl „5-786 55 3600 0•60 0,85 3783 96p0 _6229 64 3900 0•58 0•$2 3814 14200 -6-7 62 65 4200 0.56 0•18 397 1 14gQo -'7 227 70 4540 0.53 0.16 4038 11400 -?7O1 ?5 4840 0.52 0.113 4173 12000 ao 5100 0.50 0.12 4299 ~ $5 5400 0.49 0.10 94 57 00 0.48 e ~u t 95 6000_,,-,~=--°' f - 100 vol~ 27~. ' • tor a~3e ft - t CP~LC~''TIONS $~ale p° d ~ 12 in • ~ 4025 cu • f~ INAGE pON e i.red •gr ss Area X. 5 1 • g mper`~ 1°u ~e ~'r °V ~'ded = ond ~01 12-71 oU, ft. ~rassy 5Wg].e P DSSIGN STO~tr~.rq - S+ 1Q ~ ired bY go YVS' ,'I' ~Q Max~'u° st°ra~e DR r • 7; ~ NOTICE OF TRANSMITTAL ~ ADDRESS: PROJECT /Y• BUSINESS NA E. PARCEL NO./LEGAL eoll' DESCRIPTION: ~ rt PROPO SE: _4e V A '1'(~ f ~ colvracr:m,p PxorrE: . REASON FOR T'RANSMITTAL ' PREAPPWCATiOtd CONFERENCB PRECONSTRUC'i'[ON CONFERL'NCE OTHER DATE: 'Z:;~r TIME: ~ DOCUMENTS CIRCULATED DISTRtBUTED TO: ~ REM DESCRIPI'ION BUiLDINOS PLANNING ENa[NEERS HEALTH SCAPCA F1RE DIST p~ O?HER. ~Stta Plandn":4 (revised) . ICnhca! Materials List Parkmg Plan Sigaage Plan v f ~ S +y~+l e Sf~<?~,['v~7~'~ ~ Ct ~~yy,•a' f'~ j~ r f'~[~ ~1` ~}v3 a\ Laghtiag Plan Drainag e Plan ~ ~x'~,~~ ~ ti•;~,~1~ ~ y Drainage CalculaUoas :~r,~;,,~~ • `Y~~ ~ ~ ' , t c~r?;ur++n S rwcw. v AgliE:@l!l6Dt c0 PSy T'QP..S ;~i~.+v, ~t ~ '✓.4 4ZM' ~ i 5 f ~ ~ } ntr S r r~^n+. J'~ v?~t}~ r~ ~ , ~ , . ~ . `Imgatwn Plan j...ail dSCA_r ~t: Plan P. V.Imwry leller i'~19x ''tin { 2/` ~~a a ]~i ,p,v;4~"3'q~}~, ~ , ~ { yx~Cy I e7YYI I 1 I/ /X~ Landscape Cost fishmate ~ o••L `5~ri6n I ~'~xr~ , V'~~.r~ ~ } ` ~,~h~.~ ~~~~~`Y } 9 • ~ , f~ j nwL lt l'W . t ~n. v+~ 1 . ♦ \Y2~t.~ Tcaffic Carcutaaoa Plan ConstrucUon Draw,ngs !r v nr .~uJL ~Flour Plan w ti { r'{ ✓+sfi?~ p~,d~, r. I ~ T i I i The above items have beeti received• t ~j ~ • Date of Tcansnuttal.'c~/ ~ Review Coorclinato Circulatecl hy. Spokcrne County Divtsto►t of BuildiiiRs * 1026 West Brnaulwcty Avenue * Spoknne, WA 99260 *(509)456-3675 NOTICE OF TRANSMITTAL aDDRESS: PROJECT Q • FAmcgea.. BUSINTSS NAME: ~ PARCEL NO./LEGAL ~N S' DESCRIPTION: PROAOSED USE: 4to rr t6N CONTACT: PHONE: r ~ REASON FOR TRANS11uTTAL T , PRSAPPLTCATION CONFFRBNCE PRECONSTRUCCION CONFBRENCE O?HER• DATE: TIME: . , DOCUMENTS CIRCULATED ~ ' DISTRIBUTED TO: RM DFSCRIPTION BUILDiNGS ALANNINO BNOINESRS HEALTN SCAPCA FQtE OIST # OTNFR Sde Plan (naw) (c+evised) ~ - M1 F Cndcai Materials List Parkwg Plan iM~ ~II F M YM~q I IN~ SlgtlagB Plan , K ,N ` r~ w i ~i ♦ t wa~'~ t w,r,r Ltghting Plan ~ g Dnunage Plan rauiage Calculations ~ ~ ~ ~ 9S s ~ ,y MI IY lt~.i•+ `w/N►11~YN I 1 y I♦~\MI a II ~IIM \MI I r Agreeaient to Pay Fees iYri11 NA~ . M.~ ~Y I ! NW MM ♦.rr ~~Y Irrigation Plao Laaclscapa Plan , Pronussory Letter • ~ ~ ~ K t`ft'~.. f . ` ~ i. w. ► ~.i'~i ' r ILandscape Cost Estimete ~ ! ,t1~IMNl1 ti~r ~ ♦ 4~iM/MY Traffic Cu+cutahon Plan } 4, l,. ' . .rConsiruction Drawings y~ • 8J r 3 Ftoor Plan ~y ~ f }r ~x~ < 4aC8~'~<~ ~ ~ ~~ttt C RSF ti ~ ♦ The c:boee items hnve been recet ved: qa- Date of Transmittal: Revie+v Coordinator. AMR` FORRY ~ l < < 1g13 ?~5 Rt,tAacALprrt6Aj ~ Circutaced Spokalre Couiiry Division af Burldings * 1026 We.st Brorufway Avenue * Spokcure. WA 99260 *(509)456-3675 • s r y T ~ P~3 K A N~ ~ O U N T Y OWFIcE oF T'HE Caunrnr EuaNm • A DpmoN oFrHE Pveuc waW aEPARTMENr Ronald C. Hvnmann, P L, County Engineer Den= M. Scatt. P E, Dueftr Date: S1t..TBJECT: ~ ~ GentIemen: N ~ A review of the road, drainage, ar slte plan for the above•referenced btuldmg pe=t has been accomplished. Areas of cogcern to us are uYdir.ated in red on the attached pian set and calculatiaIIS marked "ORIGINAI.". Please make the carrections and resubnnt them to the Building Department in arder that the review process may p►roceed. VVhen the nlans are resubnutted, mark all chanLres on tbe revised Dnnt in color annd inc7ude the mark-uD. Please note that the glan set and catcuta.tions marked "ORIGIlNAI.° are official public documents, and must be returned with the revised plans and calculations. Review af the revised plans and calculatians wfll not proceed until tbe "ORIGINAL" set is returned to the County. If you have any questians abaut this re,+new, please contact us at 456-3600. Thank you. ~ Very truly yours, Ronald C Harmaun, P. E. Spokane Caunty Enguleer , H ; _ 114 Robert Tumer, E I.T. Plans Rernew Engneer I dY 1026 Broadwap Ave 5pokane, WA 99260-01yO (509) 456-3600 FAX (509) 456-4715 ~ R EVIEW ~.'ONMENTS SPOKANE COUNTY ENGINEER DEVELOPMENT ENGINEERING SERVICES PROJECT B93123 REVI$W$R: Bob Turner PROJECT NAM$: Snyders Bakery Addition DATS: 9 Nov 93 RSVIEW 2 COmmNTS GBNBRAL: Please Note: My review was based on my review comments summary sheet. I still to this date not received the plan sheets with my original mark-ups. I therefore reserve the right to make additional comments on this project based on a further review of the plan sheet mark-ups. An RID aqreement is required for Main. Please submit a recorded property deed or title report so that the RID agreement can be processed. DRAINAGE REPORT : Calculations are required to be stamped by a licensed professional Civil Engineer. The stamp must be the new stamp that includes the expiration date. All occurrences of a PE stamp must be dated and signed. Paqe 4= A backwater analysis is usually a standard analysis when any pipe network is being desiqned. You are required to submit a backwater analysis of the pipe system. County code requires a minimum of .75 feet of freeboard between the water surface elevation and the lid of the catchbasin or drywell. An in-house analysis seems to indicate that this minimum freeboard is not provided by your design. Paqe 5: The same comment as made for page 4 applies to page 5. PLANS: 8heet Cl: A minimwn grade of 1% is required for all asphalt areas. This does not appear to be happening around the curb inlet. Page 1 of 2 > REVIEW COMMENTB PROJBCT # 893123 REVIEW # 2 9 Hov 93 PL"41wS: Sheet Ci cont.: The SW corner of the asphalt appears to be a sump area with the runoff travelinq across the lawn area to the swale. Code requires that the runoff directly enter the swale, preferably at a control point such as a curb inlet. A roof drainage plan is mentioned on this sheet but the County Engineers Department is not in receipt of it. Please provide the County with the necessary sheet. An approach and driveway plan is mentioned on this sheet but the County Engineers Department is not in receipt of it. Please provide the County with the necessary sheet. Provide a landscape plan for the site. Describe where the 8" concrete pipe circled on the plans qoes. 8heet C2: Your detail on the upper right hand side of the plan is somewhat confusing. Clarify the detail. Is the channel in the detail the channel entering the swale? Is the pipe entering the swale the pipe from the pipe network? Is the orientation correct? Page 2 of 2 . , 0oj? oT,&cT ~h y~PrJ ~jQ ~te~y IQ-~ i fion , LocsETlo dv • N- /IO ~o~c~er Sfepe & SFo U4y ll IVA ~y S/iP w orlw Eht11?oei'1Mf D~rE 9' /Z;R 1-9 3 1 • aV, OR-A-/I!/ .4 c~ c/41- CU GA 71O Av S s . . 3 ~i~P J~i Z rn q ' 6. .s~ s sQ ~rv~vr~•,~ l~~ ~ OFtICIAt RUBLIC DOCUMENT SPOKAVE GOUNTY ENGetiF-ER's OFFlCE OR G NA. iA, %)rE .~Jd Lig 3 /2 3 ; 03MITTAL ;~ET1J9N i 0 : MNTY ENGINFU 118 ARd,14E67' S~Yd E'Q 'S &KER f- 440 iTIo N ' . . . LOc~7~oN - /V //D IciQNc,* ClT .S'772EET SPaKAAIE, G/JA ~ Y_ S/TEl.1 o/21C 6-Al6/-1/EER141G q/Z 7 /93 Tj^ i^ - Gari-isoh ~ea ve /eaP4 sl s . AP/1 AINA6 E' Cv~ ~-Tio~s ~ vS'!n 8.S~o ltan~ d~~ ~ R~1a~GE ~}~c~c~-T~oNs - C S(f e G? iz~ Si Zin g Zo ~ S~A/e s: S411ale- P- ~Ti~roe~vfous a ~tea / ~Z Arew o'l~ .SC.a /t VOliVMo- ~ 2 G ~ X P:'/(1 rL Z 6 a jrov Y 0 lU r-c- P ra v I Zo _ „*0209/ 0 )C 0. 5- = 174 ~ -rt' odatiEiooa l atwo oM s/or slo~-s 41.~~ C0000, sw~ # L ~'~~er.~ovs ~•ec~ = 3, y s6 fz ~ vd lume 4-, Rvro-q 112 y I~~~a Area oP Si.ra /6- re8vii = l/olun.a. s~FF = Z g8 -re3 A-ret Provi cQeoe = l, 75- -Ft Z Swa le *3 -T-AY cr'vrous AreoL- _ Iy/ 317 46 Z 1/oliV Ne o-F RvnoPC- = 2'' k/ZX A rer..-= ~8r88 -Fe 3 ArPa o-P Sciale ~~fwi• = 1/alar-L /Q_ s- = Il~ 776 _p_c 3 Ir-7 ~PG P(3 vI ilod = yG x Sd 8 ~X l~S = /Z~ DO S~t 2 I - ra ~ • , ~ ' ^ _ ' ' _ ~ _ J " ' ' ' ' l ♦ ' ' o " ' ' ' . ' y ' L i ~ • e _ ~ ' $ ~ ~ ' 1 1< te A4 twl►/~6(Q~n ..^r ; ..~`i~ ~ 'ee'J', * ~~rti~~,~{~+ ?L•~~I'~~ ~jry ,w ~ ; ~A.)Y. 'e~ ~M i[ . f O ~~K,/~~ ~ ~T ~ ~'4` /~~1 ~~m,~~~ r ~ ~ •.~'x~ f ' r, ~ ~ , ~ ~ - ! ~ ~ - » 40 ~ . ~~i • - ~i`~ ~ro~l~ ~E~~i~~'i.►~ lcP~ . ' , -t;.. ~ ~l . 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' ` t ~ifi~4~ , ~ r 11 f .`a r,C~~ ~+'H + ~ "tiY„ •~a "~t•` i~ _ ~ y ~ ` ~ ~rr r',+~ w~~~(a 7 r ~yy ~ _ i x~ '''a i T 71t .~C ~ ~y f1 w ' r J i I+y,~',,,,.++ y`~~y l „ ~ Q,T ~T~-'t ~i~ %:4: J 1~ ~ ~ ~ r .r S ~ ~ ~L. ~ 'f-'-...~ ~r ~dC i ~ t s L ~ ai'ti :o ; ~ si Jf►F"f~~~'~Y.yr , " ~4Mi„~L ~ ~ ..c ~i ~ p ~ ~ V ~ S'!~ r r i ti +s ~ ~ _ - Sa ~,y Y ti ! ~ ~ { ~ '~C ~ r 1 / ~ * ♦ f 4 t ~ 1~ ~c, r/~ 1 6 t ~ ~~i a a k~ 7E~~~' te+- ~ ~ ~ ~ ' ~ ~a- ]8 ~ +ti ~ C'^ ~i _ ~ ~ •.r. 4 1 _ . ~ w- ~ ~il~~ ~ ~ 4' ~ ' ~ . • F ~ ~ +..y.a i Ls ~t . ~ra~ ,r ~ ?`?r s A_ r " „P 'gw-~' ~ ~.e 4t c ~f..~'+T' .7h_ ~:~I'!~ er {j?!~l ~ ss1',7 ~ w.y~2. T►'"1'~ i . ^ 4 e..+ L 9 • d e ~i ~~s 1 F i i E I ~ ~ iG ~j ~flH '~dd ~ t . ENTER 1 IF YCU WANT TO FIND DEPTH OF FLOW. RETURN IF YUU WANT TO FIND CAPACITY (Q)? 1 ENTER $OTTOM WIDTH OF CHAI+ZNEL IN FT.? 0 ENTER RIGHT SIDF SIOPE IN F'I' . PER ONE FOOT (X:1 3 ENTER IEFT S IDE SLOFE IN FT. PER 4NE FOOT (Y:1 )z' 3 ENTER SI.aPE OI` CHANNEL IN PER+CENT? .78 ENTER MANNING,' S n? .07 ENTER DESIGN FLL1W Q IN Cfs? 1.97 ~ DEFTH OF F'LOW_ - .8208001 ft. 'U'ELOCITY= 1.0 017 0 3 f ps ENTER I IF YOU WANT TU MODIFY AVARIABLE AND RUN TiIS AGAIN. ENTER 2 IF YOII WANT TO START AT THE BEGINNING. ENTER RETURN Ti7 END PRQGRAM ? (JOlilS 5~~• .~'s t ~ + ..r " • ' ~ • • 1 R,43 •ti M r ♦ ~ . w ~ -+a r e ~ S,- ~ F► r 40 %0 s ~ r ~ ua G ~ O Yt~'p ~ r i ~ t ~ ~ Y ~ J Y 1 ~ Ii I ~ ~ !a H ~ • r t j • ♦ ~ ! awa~ ~ ' * ~~illtl5 S~~t r X#) so ~ ~ ~ ~ MtEa 5C3le 1 210000 . ~~a ~ A , ~ / - ~ - ~ ~ , ~ ~ 5 ' ~ ~ - ~ .p~ , _ - ~ - ~ LJ J ~ ~ 3 - ~ I'S '1 y ~ I ~ C , - - ~ ~ I i - I y i 1d1 - i ' I _ _ ~ ~ . . . . . r-T • ♦ 1 ~ • ~ ~ . . r ~ ~ 1 ~ a, ~ , ~ _ i - 1 • ~ I ~ 1M Y , sQ 40 • V D ~ 60 70 180 90 ~ I' ■ ~ 1 ~ 4 yl ~ ~ -S~ c~ rr ~ C ou Iv 'r -Y OFmcia aF TtiE CoxrNrY ENGNM ~ A D(Mort ox rHE Px.,~euc WopiG DEPArnviENr Ronald C Hvrntann, P.E, Coun#y Engmeer Dennis M, Scott, P.E, Duvctar TO: Lorne Lakshas Divisian of Build P FRC?M: Bab Turner Division af~Engineerinq and Rvads DATE: October 5, 1993 SQHJECT: SEPA checklist for 110 N. Fancher L0rnef The SEPA checklist for the Snyders development shauld be clarified in the Transgortation Section. Z'he Division af Enqineering and Roads would request that the fallowing clarificativn be added to the SEPA document: Spokane C+ounty is in the pracess af improving Fancher. The ccmplet.ion of this project is contingent upon adequate Rights of Way. The Caunty and Snyders Bakery are currently negotiating the details of the Rights of Way. Spakane County wiIl not release ariy gortion of any permit associated wltn the Snyders pro)ect ursti 1 an agreement between Snyders and SpQkane County, cancerning the Rights of Way and rail access, has been reached. 1N 1026 Broadway Ave SpaEcane, WA 99260-0170 (509) 455-3600 FAX (509) 456-4715 NOTICE OF TRANSMITTAL ADDRESS: PROSECT ~ ~j r ~ ~ ~ - I ~ ~ BUSINF..SS NAME: , PARCEL NO.ILEGAL DESCRiPTION; le> I PROPO,$ED vsE: , ~ f CoNr~~►CT: pxorrE: r I ~ ~ FEA5~.7N FOR 'i'RANSMWTA►I. FREAPPi.1CA'[ZCxN COP[FSKBNCE PRfiCON9MUC'I74N COAIFLRJEI+ICE OR'HER. ~ ~ATE: TIME: ~~CULATED ; DI57`RIBUM TO; a= DESCRQ"1'TON BUILQINGS P€.ANNING ENGINESIts HEAl.TH SCAFCA EM6 DLST i~ 07WOU ~ Site Piaa (new)rrmviscd Crttical Maftrtals Gist lFaliting Pleun iSipage plaa jD ghti ~rg Flan nie.ne Plan ~ ramage Calcu]ations ~f . Agrement to Fay Fees „ . irngadoa Plan ~ - L.andscapm Plan iProcussory Lettasr j1=aCq* cod Esfimte . . . ~~~~c CimWatian Plan , Comstructioa n~~ags Fioor P{an _ . The abave ftmrs have bmt , Qitte af Transmittal: 1 C) Review CcwrdLnator. ..~lr,IL1, ~ C'orculatecl by; . « aw •1_ _ i 1A+rL 11~_..s Q.,,,wdtafwa.1abll1ll~ * ~~1jj/~r_ Wff 90260 ~ (501~56-3675 NOTICE OF TRANSMITTAL ADDRESS: PROdECT 'k) . t BU,SINESS NAM _ : ~ PARCEL NO./LEGAL ~ DESCRIP'I'ION: PROP g6 D SE: • . r~3• ~~~p ~l CONTACT: S~.t e,4HONE• t~e4 ~ REASON FOR TRANSMITTAL , - , PRBAPPLICATION CONFERENCB PRfiCONSTRUCTiON CONF6RfiNCB OTHFR• DATE: TIME: DOCUMENTS CIItCULATEID DISTRIBUTED TO: - - RBM DESCRIPT[ON BUILDINOS PLANMWG ENOINBERS HBALTH SCAPCA FIItE D13T I~ On'HBR: - - Site Plan (new rev~sed ~ Critical Matenals List r 31 Parkin,g Plan .ew 'w r» iSIgIIS,ge Plan ~ LigbEing Plan . " . „ Drunage Plan Dcaiaage Calculauons Agmament to Pay Fees y, Imgation Plan Landscape Plan Promissory Lettar LSl1dSC8pP C4St EsttDtatB ' . ~ r ► , Traffic Ctrculation Plan X Constnichon Drav~nngs nst Ftoor Plan - . Tlte crbove itws have been nemiv&: Date of Transnuttal: _c5(' t3 Review Coordinato ~ Cir•culatecl by• Spokane County Di visron of Buildings *11026 West Broadwrry Avvieutae Spoluute, WA 99260'*` r5O9)456-3675 ACTION: R SCREEN: LEGL USERID: SHAT • f CHANGE-REASON: H - ---------s---a-------r---s~s~~~~/~~~~~~~~~~~~r~~~~~~~~~~~~~vb~~~~~~~~~~~~~~0 ~ LEGAL DESCRIPTION, ~~~~_Vwoi~~~~°irr~~~~~~~~~°~~~i~s~~~~~~~~~~°°~~~~r~~~r~oseoe 1 JURI SDICTION= 11 ROLL= ItE PARCEL= 3 513 3. 2 3 Ob, YEAR= 93 . PAGE= 1 - , h LINE 'DESCRIPTION ` ~~►~~~~~m~~1~~~~~~~~~e~~~~~A~si~rYrf~r~a~~A~~a°°~~~r~s~.r~oow~~~~r~~~~ o1- 1 10 EAST SP4KANE $27 S406.9TrT 00 N436,!3FT QF W60fl3+'T ' l 02 03 ~ ~ y I 04 ~ ~ 1 , r Ri 09 T 1d~~ 3 ~w ~ RIADER ONAM , ~ 1 w i 9 J ~ ~ I > ~ ~ r ~ ' I ~ c ♦ r l~~ n ~ r ~ . ~ i i I~ _ ~ ~ ~ ~t 4 N 1 t ~ • r . ^ • ■ ~ ' 4 ~ + ~1 T 1 a 1 r~ ~ ► ~ ~ ~ ry ~ 1 ~ qldqlq'~ o 3r r ~ e , ° ► i~ ^r ` a w ff r7 rc1l) c ( ~ } r/ 1 1 l r ~ 1 ~ t ~ .~~„t~111~ p`~'~~ ~ ~ , ~ ~2, 1,5 Q ► ~ ~'G-''~"' ` ~ ~ ' • „ , . s~ ~ ~ r, • , ~ ~ r ♦ ~ ~ ~ ~ ~ ~ + _43 ~ StfJ'~ ~ ~i A,, , ell 11 0~~ ` ~ ~~j V ~ V ~ ~ ~ ~ , ; ►y ~ ' ~ ; , . r b ~ f ~ , ~ • NOTICE OF TRANSMITTAL ADDRESS: PROJECT ll. ~ BUSINESS NAME: ~ PARCEL IvO./LF.GAL DESCRIPTION: PROPOSED U - CONTACT: ' • PHONE; _ c-.j REASON FOR "WITAL WX+ppucaTIorr coNFERBrres MEooNSravcrtoN coNFERsrrce OrHEt: DATE: TIIVIE; DOCUrMENTS CIRCiTLATED DISTRIBUTED TO: ' ~ DESCRTP7'ION eva.oasos HAMrtrro rNocNEERs ~,~nr FMs ois°r 4r arUMLO MSite p~ (ncW):~-~►i~ Criticai Mawials Lisc Parlting Plan ` Sigqw plan r r Mh Ligittiog Plan Dcainage Plaa ~ Drainago Catcutadons M rr r Agmement to Pay Frw r MA p 1~ I!tlgStlOD Plaa I.aodecape Plaa kL r omissory Leiter and~ape Cost Estianate haffic Cac+culatioa Plan Constnuxiion Drawings Fioor Ptan ~ ~-Ca ?hc c:bove itenrs have beenl L recetved. Date of Transmittai:1( Review Coordinatoi Circulated by: Snokane County Dlwsron of Buildirtgac 0 1026 West Broadway Atviiue * Spakane. WA 99260 *(509)456-3675 FTS~. ESZICK _A.'.5SOQA=: P.G .0 r TRANSMITTAL ~ TO: sroKp~3~ ~!''rTY PROJECT: S~i~ CPFfwic& OF lW1GjQEE:1~ ^V=&Ti w43sZ tors~o -CWAV At4ffo4v$ Fs~ 11M1~Ai~4b wJer~ C"?s0 ATT~NTION• GHRtS J. felmGtf r f.s. Z.T. PROJECT NO• 93 -i 1 r• Faw& . 0 W1LL 8E MAlLM 39 gVCLOSED Q FAX, TOTAL PAG'c5 ORIG(NAL Q WIl.: NOT 8E MAIL M COPlES. DESCAIPTION: L. iii/is 93 PTO AT iQL43T,~ 1 6 Lgsr-T C! A►ntt=o C2 RSvt%QP A96 PMS Ca~ Gouw~~ 8~ ~ ~:Cit~ll~lll+t~1'T~ REMARKS: , FRoM: . oarE: Aa I, ~ f93 . ~ I SZ00 S.VI/. MACADAM, SUI'IE -M;• P'aRILAM, ORF.CON 9T..01 • ZII.. 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B Ory4e. wr ~ + s ' r . ! ~ ~ ° ii j a t ~ r~ °~t'i ' ^ - • 3 1 . , ~ , , ~ , ~ ~ 1 1 I 1 ~ ~ 1 ~ . ~ ~ ~ ~ • ~ - , - . ° _ _ ' J - ~ = . x " > +F t -c ` - K "U ~ . r i!a f ~ 1 ~ ~ _ R ~ T J ~ . r , , , J ~ _ o . v s S ~ . i~ ~ ' ~ . wK % S t L4 w~ ~ ' - ~ u~ .+r,s 4,S ~ j•e~' i~~ i S t' ~ ~ 1 a ~ _ - ~ • ~ - ~ d W i ~y • ~ ' ~ ~ J ~ ~ . ~.P CS ~Z' ~ 1 Y 1 .[J ~ ~I i j ~ji~, :-0~ ~ - •t-i ~ ~ ~ ~ ~ ~ ~ fiS t~L.~ 'T~k'S~* ~ ' s[ « • - ' ' • i _ + t ' •t { ~r r . ~ ~ _ A ~ ~ ~ ' " 6 ' r ~ 1s . ~ ~'1• t„J P ~ yf... i w•S e.. ~ ~y + ,.di ! ~N_' C y ~ ~ • I ~ l ~ ~ 1 ^rr ,r-~ . a ~ _ ~ ~ ~ ofu~d: i - r ~ ~r w --t ~ ~j ~ir ~ ~ ' .~4 t . . ;.1 ~ i h t 4•` G t t'' ~i~r~ ~ ~'rj`~~ ~f~.4 ~ ' ~ ~ ~ ~ ~ ' ~ .~r' , • ~'S \ ~A ~ ~ ~ - f~~j'~'~,~ ,~r x' p` ~ ~ r~: - 1+N~~f ~ ~•-~-~r i ~.~~r ~,~t~ I'~C~ ~ ~~~.~4, ~ ~r~ w~ C ji,~ ~ Y _ J~ ~Y`~Z~~ ~~+~lS~y M . ~n. L ~~i! r.~'~~~"' r~. r: L ~ry-= ~ 2._~ y ~ ~ s,~ r T'ti ~1`1 ~ a. a SY 7 ~ ~ t~. ~ ` ~q y ~ 2 t- t e 3 id ? eF t r.! ~ t~f►' r ` TOPS ` ~`OF~ 13 • t ~-cr„ • -r 4. - : ~ y ,r ~ ' ~ • t F ~ rw„ .d+ `-r • ~'i P : ` • ~ ~ ~ ^~1~ ' ~ i. i - ..,~`7~ •t ~ ~ ~i ` _ _ ,~•f~ j4• ~ I ~ ' ~ ~ ~ ~ 4 I ~ . „1~ ~ yt~IiAG~~ • ' 1r ~ .y~. ~S n~a~ 1~ I ~ ~=i." ~s~' , / ~ , 51tework Englneerin 9 117 E 8th Screet Project SnYdefs Bakerlr Adddion Vancower, WA 98660 Job No 590 (206) 6934788 Locabon Spakane, WA Fax (206) 694-1043 By ~.Cp14~.. Date I 9-Nov-93 " ~PtPE SlZING CALCULATIONS -Existing inlet Pipe: Aree Descnption I,1A (ac) i 1 C I A x C , Impervious ~ 0201 i:rw A (totai) = 0 20 ac Landsca in 0 001 0.251 0 00 C(avg 0.90 Length Slope Velocity Time Description of Flow Path __Jfeet) (ft/ft) f~s __Jmin) Irntial time of concentrationl I I I 5 00 I 1 I E I 1 Totais ~ I I I 5 00 Rainfali intensity i= 318 inches/hour Peak Runoff (Q = QA) Q= 0 57 cfs (10 Year storm) Solve for Pipe Diameter, D: , Type of pipe = SRP D= 7 35 inches (minimum) Manning's n= 0 013 Use 12 inch pipe Slope, S= 0.0035 ft/ft Q= 211 cfs (capacrty) V= 2 69 fps (flowing fuln 1 Slyes c'c h ot tAverfS. ~ > c~.c~ - ~ .-t 5 ' r►~~:.... +_JJ~ Page 1 _ , v~ t • r e v '1 _ ~ `J~ ~ ~ , ~ ' ~ ~ • ~ 1 • • M~ • ' ~ R T . ~ r _ t ~ ~ . Z ~ ~ ` I * ' + s ~ ~ ~ ~ diF,.:r ~ 13A ~~G N/~ S' V."~ ~~~I/~I "O~~ ' • ~ i ~ K a ~ ~ - - s^. ~ ~ ~ T ~ + 1 + t i 7 V 1 ~ ~~P4 i O^ V~~n~er OA i i"'r I ,4 't 1 1 1 1% 1 ~ • ' ' ~ i..~~T. sl~ ~+P l~oe~ ~ Oe1'!n~ ~CP4 ~ r _ • ^ - ~ ~ ; ~ } ti ~.1 0 a ~ f '93 ~ ~ ~ . ' ~ ~ - ~ L ; ~ ~ I ! ~ 0 ~ 1 f !Y ~ 1 ~ ~ ~ , ' t ~ ~ 1 ~ ~ ✓ I ' ~ ! ~ { i ' ~ t ~ a ~ _ 1 Y, . ~ G t - ~ - ~ - - - • - ~ ~ ~ ~ ~_M .r_ _ i _ - AXA /#,+6 C ~Gv4 14-7yDN,f ` CCO/1 t 1(j) ! 1 Z%n~ LOi2. 8OO rrA-p rVIous AipA ~ ~~~cre$ i ce( i 14 ~I ~ - d~~ ~ - ~ o ~ ~ s~ ~ i , I Ai - I~p ~ AcJ&A - ~ j A ~ 4..10 x 340 ' A va i o - 0 78 1E 7To e~a/"pl O T 0.3 c, A~e 4r r~s~ f ~ I%/ ►~fG l1 - S' ~dQG •.e I 0 ~ D- pl O• D 7 ~ - - - _ ~ ~ . 3 mk - - - ' _j « i, 1 ~ ~ I 1 ► 1 g I ~ ~ I _ 1 ~ , ~ ~ ~ ~ ; 1 ~ ' 1 I I ~ ~ ' ~ - ~ ~ ~ ~ ~ i ~ ; j r i ► ~ ~ ~ , ° ~ , - • + ~ s ~ ~ , . - e _ . i - , ' ~ . . ~ ~ ` ^ • ~ T~ 3 o e 1 ~7 - - ~ . ~r ~ • z ~ ~ e~ ~ ~ ~ F e . !P ~-i' ~ lt"' }'T" j ~y L' ~t _ ~ r K` 1 hp`- r K- t~'' ~ 1~4Y -z ~ 1~ - ~ _ t ~.I~yih ~ p~ . jaf" ~~i~ " ' ~ _ ~ ^ ' _ ~ ~ °i ^ • ~ • ~ + - • ♦ Ca ~ ~ • ~ ~~"4 i.. ~1 4 ~ ; f ` o ~ • ~ ~ ~,K ~ ~ri f ~~s ~ ~ ~~~2.. a ''~'I~ ~~s C' S '.~.~-C v ~ °s.~, t 1 r* ` ' e ~ ~c ~ ' ~ ~ r ~ ~v+ ♦ '1' i.~ i ~ ~ ~v ~~h' d ~ ~ R. .tri nlww: v'~T ~t. '1 i T/-~~~+ 1 7./!' e."~ f - J : «.t • ~r a ~ 7r }~-'t- + 1 f ~y r • r l.ti ♦ 6C' ~t a ~S ~ a ! ~iS ~ { ~ T r ~.f - ~-.l i ♦ ~ 4 •J/ » 1,-. 1 • ~ ~6'.( .3 • ~a~ i ~ . 13 1 e ; ~~.sf ~ • ~ ~ 1 ~ ~ ~ ~ J ( f ~ ` ~ 41 ~ I ~ ~ ~ I ~ Ii ir~ l ~ ~ ~ r 1 1 0 ~ ENTER 1 IF YOU WANT TO FIND DEPTH OF FLOW, RETURN IF YOU WANT TO FIND CAPACITY (Q)? 1 ENTER BOTTOM WIDTH OF CHANNEL IN FT.? 0 ENTER RIGHT SIDE SLOPE IN FT. PER ONE FOOT (X:1)? 3 ENTER LEFT SIDE SLOPE IN FT. PER ONE FOOT (Y:1)? 3 ENTER SLOPE OF CHANNEL IN PERCENT? .78 ENTER MANNINGfS n? .07 ENTER DESIGN FLOW Q IN cfs? .89 DEPTH OF FLOW= .61 ft. VELOCITY= .8223995 fps ENTER 1 IF YOII WANT TO MODIFY A VARIABLE AND RUN THIS AGAIN. ENTER 2 IF YOU WANT TO START AT THE BEGINNING. ENTER RETURN TO END PROGRAM ~ (jQinS Sheet Sb) ~ J ~ ~ . . SO, • t~1 ~ , • R 43 . ~y~~-~ 1 P A n Sa w ti s L w s I t n ♦ i ~s +r 1dr ~ 74 ♦ ~E"*~ ♦ h ~ tr ~4 t 4 ~ , ~ w 1 ♦ ~ y D • ~ + Y ~ < I f 4 ~ t q ~ ~ * ♦ ' ` ' ~ ~ ~I M a . ~~y ~vy~ ' ~ ke _ •a,a„` t: ~ i~i_v~~µ~_~t O.. R ~ 4 ~ ~ y ~ ~ L~ ~ y ♦ ~ ` E~ ~ ~ ~i ♦ ,y~ ~ r~- n ~ ~ ~ ♦~,r~~~7~~ 3 { ~ 7 a'~ ~ • ~ , , ,r ~fi~' • ~ ~ -k' ' + ~ ~ • +e ~ C .~1L ya * j" ~ ~y .~a~l~ • L -+~r r ~ ~Af ' . , , K• ~rJCar ,At ♦ " . r ? t ♦ . ~o h G . , ~ . ~ ~ . . . ~ (Jo,TIs sh ~ 500~~et . . ~ 0 1 MU+~ c~le 1 20 Ofl0 . ' ~ . ~ - ~ 6 o - ~ i 5 ' , . ~ 4 < < ~ , w ' - ~ i 3 - ~ -t - ~ - c - ~ r~ N - ~ ~ oc - - - ~ ~ i i - 0 ~/ll _ 24 30 ` 40 ~0 - 60 70 BD 90 /00 i 7 1 ' - f s v A K w N n s v ' c: a u N FAX COVER SHEET• ~ 46 PUBt1C WOltiCS OFPAATMFNT SPOKANE GOUNT'Y FAX #(509) 456-4715 DIVISIOIV OF EIVGINEERING 6c ROADS N 811 JEFFERSON SPOIi:ANE, WA 99260 - PHONE #(509) 456-3600 ~NMTMwSIIjEMBMM l C~ ~ ~ - ` 3 jk~-) DATE: FAX To: Co1VIPANY: CTTY / STATE: I ~ NUMBER OF PAGES~OINCLUDING COVER SHEE'T): FROM: ► MESSAGE ISPECIAL INS'TRUCTION: ► ' ~ . PROJECT SNYD ' RY ADDITION oATE• ii / 93 8Y. SITEWORK ASW9iERING/CPA 80WSTRING METHOD DETENTION BASIN DESIGN TIME INCREMENT (min) 5 TIME OF CONCENTRATION (min) 5 OUTFLOW (cfs) 2 DESiGN YEAR FLOW (yr) 10 AREA (acres) 2 33 DEVELOPED "C" FACTOR 0 63 AREA X "C" 1 47 STORAGE AVAILABLE (cQ 4025 Time inc.lMme inc. nntensit Q oev I~ume n o ume out~M storaQe I' L_fmin ~]'~sec.00in r e s ~cu ff.):] (cu n~ IL-icu ff) 1 5 ob 3-18 jQ7 1877 600 fm 10 800 2 24 3 29 2308 1200 1106 15 900 177 2 60 2603 1800 803 20 1200 145 213 2771 2400 371 25 1500 121 178 2845 3000 •155 30 1800 1.04 153 2904 3600 -696 35 2100 0 91 134 2941 4200 -1259 40 2400 0 82 120 3012 4800 -1788 45 2700 0.74 109 3044 5400 -2356 50 3000 0 68 1 00 3096 6000 -2904 55 3300 0.64 0 94 3196 6600 -3404 60 3600 0 61 0 90 3315 7200 -3885 65 3900 0 60 0 88 3525 7800 -4275 TO 4200 0 58 0 85 3663 8400 -4737 75 4500 0 56 0 82 3783 9000 -5217 60 4800 0.53 0 78 3814 9600 -5786 85 5100 0 52 0 76 3971 10200 -6229 90 5400 0 50 0 73 4038 10800 -6762 95 5700 0 49 0 72 4173 11400 -7227 100 6000 0 48 0 70 4299 12000 -7701 calculation of "c"• Imp. Area=1.53 c= 90 Perv. Anea=.80 c=.10(lawns,gravel soil) Total=2 33 Acres composite c= [ 90x1.53 + 10x 81/2 33= 0 63 Use 2 Type "B" Drywells . DEC-14-1993 12:34 wALLiS ENGiNEERING 206 694 1043 P.02/08 AvTe-c--r = S yk-s gakery `3W/AaJ7 ~ s Ld 41. /I4 Ai/Jeker- Sfree t tt/i4 ~ Y CA /~v/a ~io;r~ ~e~t~r✓a ~`r.~- ~1~ a ~ 41e e /Q ypA r-)7'0m o m vr ov s Ca /,Cv ro =0 S" 7 cICS ~ ~errj,/r,% ~r, f.~i- w ~~d ~ ~~~r~Z) - ~4* O-S"7 c~'3 %~r1a ~ /ac/vcf~ ~ , _ ~'~l+P Ghartt'l ~ e n~a~xtn~aM ~6( t~-~Q e~f 1s ~/ne In/c f ~,&g Gn e xls,E~~ig ~d~ orti''~o yi 7xe ~I - //r Ke~t 15 G f e/e va ~i~►h 9/ 9 9 71'e ~i~lialdK ~'~►e. ~aeol a /lOcoeel !S 4 7s" ; ~e ma X1Avw 4oa 1~pr S'aAce e-le vo 4iasi /n ; nle-f J-l eee-&m i s 9~• 82 -dF. 7.r t- 7 S. 0 7 f , iS 9S'.07 - V. 9q ' 3.~ g: Ne M arxmum Aeaol oo 4a~o &ti1 f6,e r~ Cre f} V/D ~ s 3 i~'/~• 3.i8, ~r H~✓//~ o~ 3. /dr'~ ~~at,/ ~~i/av ~eA 10~% woulor d e S' c~d! 7 is ~„e ~ 6a ve ie~ -Pa o o, ?c-irs, ~l~e l~~ac~~/A ~e vu ~'an ~~Al~ ~v~'<e E c~n ~ 1 ~,s~~ Be~~l~l~~~ ~~~/aEi+o►~ i s 92 Z 9 r~ ~~~~i 1 S kSs t4an t4e mak ivwv/a heoWti. -olde- a//~dre.4 _ Qo ' ~l~ {s o 1~.. , Pr s' L • • -b ~ L : 1 I.z ~ ti (V ~'~h.~~.•'► y 1~ r: „'~~'~,i ~ RLCCLVI' ~ 'VIEID xp1140 Jtl~`e~ DE _ ~ 2mlm ~ ` sreVMVA~ aoM EMiRM ~ y _ " ~ c~ I . . ~ nA cxHaT sa CAGCU6AtI0N soEE r N 11) 42) ~3~ (q1 IS~ (6) (7) ~ IO) {gI (10) (11) 021 (13) (14)1f15) `i (17~(1B1 (!fl1't?0) W tiar Fric~ gots Ente Exit OkiLIt inTeL bppr 6aud Junc pi1b Ntlt In1oL llarrel Darrl Vel TN tion qGL l1Rad I(aad Contr Contr Vol Iread Ilaad 11N SeamenL 4 I ng4h Pipa "n' Elew Blev Arao Vbl Ilead Blea Loss Blav Loae 6osa 6lev Elrti Ifead Losx Losa 3-ler CB W C8 (ofa) ilti) 9lae Yalue (ft) (ft,) (aqft) {ips) (ft) (ft) (ft) (ft) (lt,) (ft) (ft) (fi.! Iit) (ft} (ft) (ft) . N 0~57 197 Il 0013 9l.ZO 4 77 o.?Z 0. 48 q2.t 0 os ?ZZSswoZdab 910 ~ o aOt O 91, ~ - 2? ~ ~ ~ ~ ~ r • _ _ _ . ~ ~.~j .r-~ N (fl N ~ 2 M ~ 01 ~ W n Do ft ~ n o ' - c~ ~0 0~ H 1 y ` ° A ~ F • - - r t~ 0 y - N tn 0 - - rt cn oa htJ M ~ uj ' • _ 7i ~ ~ • ~ ~.r ~ • ~ M . , - _ ~ s~~ • VEC-14-1993 12:35 WALLIS ENGINEERING 206 694 1043 P,04/08 STCRMWATLR lSANAGSM$NT MANt]AL E'OR T13E PLTGET 80LlND BASIN Fig,tre 111-2.4 - Hackwater Calculation Sheet Notee Caha" (t) • Cvwgn (l~ow to ba canveyed bY PiPo "Smov. CWun+n (2) - length ot Owe segMeoi. Cotumn W) P1Pe Siw: u+aimie ajae dwmeter ar aaan x nse. Cdun+n (a) • M ne" s vdua Cdlumn i61 - ouft EteYstior► d plpe sew+ent Caitarm le1 - truec F.tovaiton al PiO4 se9mert caUM cn OWTO AfM IS u+e an aam Mal" au dt+e ao•r c,aWM te1 - smd ve(oetv ts uM fW ve**Iy In n+e pipv as aaen*wa br V - o/A or Cd (5) • Gd,(t) / Cd.m coaum c91 p°~3i b jsec' V(~r a ia~ ~i co Q~ ' Catumn (W) - Taiwwaw ~~atlo~C ~ b t~ wWr wrtsos I~lan at tl+e a~ec d ehs p!a spmers. a tft plpa'6 a elot - 9od by Ifw 11N M01lN TW dMe b we Mqn CD+a.}/x sR f!r 1YV ete~a~tan eQutl to tD ♦d~l/2to "ma .mtV*0nps and sW obaln msaruMqeesutss (a- piPe bawd neka a+d a, -WitICK! deoW% eah h tL see AMw+ sMH rar eaamkwller+ a aj Cdunm (t t} - FrtatEcn t.aas - S, x L ct 8. x Col (21 Whvm S. ts Um Irtalon aloDe or n4as! (oss Pe► (meel f00t at AiPe as OetBn►itrted by Manntqs Eaotron expressea o ft lan+. S. a(nV1'12 22 R'i' JRsAydtxdltL r& Cdumn 112) • Nydraulia 6fts {ks MOU Oovation jUst ft1dS lRa artuarme ot tft plpe baim, oft 1s detennrM by among tha l*{on 1099 to the 1'11H elmion. Cd (tz) a Cd (11) . C4 (10) tt thts dev,euon taps below the p1pe'a We1 dowr~. R no longer npream the tm Mt3L wtm cQntood in tho ndttASr. The We ►tlsL w11 lgtl eoeneWWo batweee+ Ow pipe's crown ta+d elttw aamai now otptn or crtUmf ftw aepth, wnfa+ oMe► b Qreatar ro keea the an*ads sinat aw stM abtdn roasanable msutts ft enaq en ths oonsw4wheA sdey. set tM NOL elevanoK caual to tft Crawn etevstion V'se 0 -I Cdumn (t3) Ertrance Mesd t.oas • K, x v'r/2q erK x Cd.(9)WhBte. It~ • Erttrance 1.4ss CkieHicEartt (Irofi 78big 439A) Ttpi f8 q18 h08d (osi due GD NOw Camraatlana qi the ptpe emanCe. G04nnn (14) - E,ttr Moad lasa = 10 x IP'120 o► 10 x Cd.(8) Tnis Is lhe vei0oy head losc a tmnsfene0 dOwroream. Cdvmn (18) • OuO161 Gomel Oavatka► • Co1,(12) • Cd (tg) • Col (14) rhs Is the nmueaim IoadwUw elora:ion amanhg ft oioA'e bm, ano Vtet/aatet OmeMdaftS ere mdrdft eopaaty h don n0t btdtwe atmCtYtA iosaes er appr+0mm vetodCY tonsfderatiQft Cofumn (18) • u+ta Conud Eto+rattOn (See Sectbn 444 for canpumtADn Qf hdet cotmol oA etAvw4 Tft to tha maxirnum neaoweut aIwadoi+ MwMM ttre vp's wec 13 anntnoft CqMoky. a aoa na b+tlv48 sfNCIM lmtse~ a appmreh w1oCly a~anIdstanom Calumn (17) • App=ah VNftIty HesO. tMs b tlM oMOUru d Aeend/WdW tietr+9 atX~bd bl► Oe dWdwgs ltsun an upstream p!p@ or channd sation, whtch senres to redime che AeadwIIter eleWbn If IMe o~sc~+arqe m+rwn a aIM me apWana+ volomry head b equallo tne baaol Mdacrty t+e" eamvum bt the uWrsam D►Oe H the uRa«sm Opae otMet ts mqnqfttmy htoer In elavato+ tas ►n a aaQp m4nnwW ot lawer m vlmc!an sveh nW 46 eli9nha►ge OAOt+gy weM De dssLWed an 8ppmech vMeedtr neaa d toro shauo bo aasuned. ~urn, (18) . Bam Moad Loas . Ko x,~/2g v N x Cd (0) 3~ - 2 90 ° Qoo/s wnere 1-4 • 6en4 tOU C40idoffl f+mm Fk1uro s 3AE) Thts lt the tms a hoaa/erWgy requuetl t4 Charlge W1Qqfan Q! Abw bf all aOrASS UMMv0. Calumn (18) Junct'on Nead loaa: Ms Is the loss un had/onargy w!tlch roWta from 1fle n+f0ulence areaiea wftaA M►O or mCtO slr"rn IU4 AtpQ9d lM0 aIR Mfl[Mn flto aCC@S9 StA1Gltlr! F I~Nro 4.9.AF C8n Os usee so detnrma+e this l= af I ean be oornPJo0 UM+g the tdlp" emMons denye0 from F*te 4 3 4F Jvnctwn Meaa loss a K Y V'/zg er K x Cd (17) Whem r, ts the Jurtccron Loss Coefirdom deteRnmed Oy' 1~ i IO,/0,110 t8 « 0 59(O,l011) COunsn t241- Mestftle+ CriM 8Pa+ranon. ft ts detennnned Oy oontnM9 ft wwgy haeds M COhnrats t> >@, ard 19 wM uee Ngnm wtral elovioton fa+ eAher CtlW►m 15 or t6. aa lotlowr cor (zo) • cd 116 a1s1 • cd c» • car t1e1 • ca (19) ~ tZI-~-11 FEBRUARY, 1992 ~ `I ~ , DEC-14-1993 12:36 WALLIS ENGINEERING 206 694 1043 P.05i08 SZ'MMWATER MANAGSONT MANVAL SOA Tt3E PvGET 60tlND BASIN Tablo I11-2.3 Entranre Loee Coeffirieate Type of 8truoture and Design of Eatrance CoeffiCient K. Pf~. Co~~~~tte and D. i. Phrojectiag from !'ill, eocket (bell) end 0.2 Projecting from fill, aguare cut end O.s Beadwall or headwail arid winqwalis sccket end of pipe (groove-end) 0.2 Square-edqe 0.5 Ro=ded (radius = 1/12D) 0.2 Mitered to oonform to fill elope 0.7 Snd-eection aoAforming to gill alope* 0.5 Beveled edgea, 33.70 or 450 bevelo 0.2 side- or elope-tagered fnlet 0,2 Pine, or P&gp-.Arch rruqated MeUl an►d Ott-or Non-Cai,crifte or D. 2. Projeeti.nq frvm gLll (no headwall ) C 0. 9~wa ~ C4S~G Headwall ot headwa3l 8nd w3angwalls equare-edge 075 Mitered to oonform to fill slope, paved or ttnpaved e loPe 0.7 End-0ecticA oonforminq to fill slope* 0.6 8eveled edqee, 33.70 or 450 bevel9 0.2 Bide- or elope-tapered inlet 0,2 gox~ Reinfor~ed Concr~ete, Reaflwall parallel to enbankment (no wingwalis) Bquare-edged on 3 edgee 0.5 Rounded on 3 edgeo to radiue of 1/12 barrel 0.2 dimmsiort, or beveled edges on 3sideg Wiagwalle at 300 to 750 to barrel sqnare-edged at arown 0.4 Crown edge rounded to Yadiue of 1j12 barrel 0.2 dimen~ion, or beveled top edge Wiagwall at 109 to 256 to barrel equare-edged at croam 0.5 WiAgwalle paralleZ (extenog,on of sidee) Sguaze-edqed at crawn 0,7 Side- or alope-tapered inlet 0.2 *Notea "End eeotion confortaing to fill elope, " made of either saetal or aoncrete, are the sectioRe oomoniy av8ilabie from manufacturere. From 13,tuited hydr8ulic tests thsy are equivalsnt is operation to a headwall in both inlet astd outlet control. 8ome ettid eectione invorporating a elaged tager in their de9ign bave a ouperior bydraulic perforrnance. 11I-2-21 8E8RUARY8 1992 w z,. D-E-C-14-1993 12:36 WALLIS ENGINEERING 206 694 1043 P.06i08 STpRMWATER MANAGSMgKT MANUAL FOR THE PVGET SOUND SASIN Figure III-2-5 - 8end Head Loeees in Structures 14 . ;.s ~ ~ t.z ~ ' ~.aa ~ ~ - 4 Y ~ ~.~4 1.0 140 ~ o, e a.9 0• 0 0' o y p q x'4 ~ 0.8 W ° ~ ~ j o.7'L pEFL,S+C10ft QQ' ( I U. c~ 44 w a ~ 0.6 ~ .sA i . ,444 . ~ 0.4 ! a, ~ , ~ • • I = 4.~ a'~'„ I ize ~ ~js0.2 Mf~ ~ ~ « ~~C~ qc26 ~ Il C9f0 ~ Gs~ ! I .r 1?wO • ~ O •1 ~ a~e4 i ~aa4 0~ 00 209 ~ 4Qr 60P 70800 90i° i00P OEFLECTI4H ~ANGLE .G ~ QEGREES 11I-2-12 PEBRUARY, 1992 ~ ~ ~ ~ DEC-14-1993 12:36 WALLIS ENGINEERING 206 694 1 . „ . 0 GHART 2 ieo -l- 10.009 166 8.000 gXAMPLE B,Qpo o-ae Inont• (a o ieel) g1 Is6 5,ooo a.ss ct. (3) iaa 41000 Mw "W -5. s. 132 3,000 a c~..~l s. ~ {1) 1.8 5.4 120 W 2,000 t9i 8.1 8.3 • S• 4. 4 t~ 2.2 66 3. 4. . J •D 1~ f~et d 9g ~ 10000 a. ~ 800 84 A 600 2. 800 raoo Q W 300 _ 0 N = a _ so ~ a Zoo i.s 1.3 < ~ p - ~ ~ , S4 ~ W 1- w 100 / a a ~ -ae ~ 80~ ° " J x, a ~ eo _ aa / Q 50 x ~ ~.o , 40 ~y 1.0 y ~ ~ ~ ' • us A-38 30 {~11 LE ENTRANCE w D TYPE Q- 33 20 ~11 Heea.at~ o-.8 -.e ~ `b - 30 wite.•e fo aonfarm W a ~ to .loP. ~ - 2T 1 C~l Projaafinp . _ T T ~ a q _ 2.4 ~ 5 To u~e "01o (2) ot (3) proleN ' r y - 21 q hoti:ontaliy te snole (1), tRen ~.g L6 W• blrOipAt inaliesd lies lhroupli • 3 0 and Q snoles, ot nvtrie as -,6 - 18 . $ r I ~ `s 1.0 HEADWATER DEPTH FOR C. M. P I PE CU LVERTS WITH INLET CONTROL Bua64u OR Pv9uG aoaos JaIL M$S I82 _ ~ a ' % NOTICE aF T12ANSMITTA,T1 ADDRE.SS n NROJ CGT # BUSiNFSS NAM~ J ~Q PARGEI. NO /LEGAL ~~tsl. DESCRIPTtON ~ PROPOSED & ' a CONTdCT PHONE ~ REJ4S0N FOK TRANSMTiTAL ~ . ~r~tc~~ aot+~xas u ~otta~nt~ct~a~ oo~ca ~ ~ DAT'6. TiM6. DOCtJMb'N1'S C1RCVI.ATED DllSIxt1BU'Tl3D YOs ~ agscRwrwN WraMCM ~ auuWo at~au~cs ttMtJscArG►~ws acsr • ~vrt~e ~ Pin iMW1 tMVIND ~ P 'Eing PLet ~ f~i~ti~g gt~a Otdaaga Plro aimp oamuum %womw b pwpat mpfm pim Pin ~ Pm Leuu [udsov° am Beints deauluiOa PLn ~ Oaa~~oa~ glaor Pl~o _ ~ I I i I I 1 I ~ I I ~ l ~ N • rne aowe ruw ran Dato ot Tmcauw! Rsvkw Cocediratar ~ -L c..~-z..J W-T~u Cimuwm br r^ , • mre WA 9926D • ~ ~ O~~ t3091dS6,~675 ~ ' ~ , ~ ~ t * i~f'r/ 1"401V !(f4r ei IV /V eXer Siy''~° 4 S~a bwjw~ 12 7 3 ~rs~ ~o 12~~f3 e'A I-eu 14 ~~eAl s Sl 7-I ~j r~~ ~ ~ 3~q y f; ' 6-~►~~~~~4 .5-1 zr~ ~ ~C ~ S~ •1~ r~ r u~C►ti• ~~I~v I y ~ ~ ~~1~ ~G' h E' ~°~l ° L~'ltl~-!Icl~t-~ ~ ~°[~L~--T7~►k1~ jr~►1~ ~ v~ ~a/~~ ~ ~t i9ifs-l~ &7is ~'1 ~ ~ ~ . dAG . lii ~ • , • I - . , ~ ~ OFF4CtAl. PUBL.IC QOCUMENT SpCIKikNE C4UiM E[dGiNEER'S OFFIC~ OFI-GINAL pA(iiECT # , . sIJu41TCML ~ ~ - RUUSNTOCWWU61NM r + 18 ~i~eSE C T~ S✓ YdF'/? s ~~4 ~E~ i~ ~AG ~r~ e N LDc~ Tro~v N //O F4NcfIC-1~ S ~i~ EE T SPa~~ ~✓E~ ~JA S'/ rEU0/2 g~2 -7 /93 Ty~ G~rr- isah rip ve ~y /dam P/'A /A/A6E ~LGUI.s~-r-~o~vs ~ f/,5'In$ SPotwtrr,e- ~a~~ ~y 2~'r~~~~rGE C4ccvc.~-TODivs C Se~ Q ~''fGG ~iGo~ ~ .S'i Z/,tz 24 B .St~A/eS ; l2 2, /q3 S4 1AI~ ~ . , VolvAoe o ov~ r 3~r1 ~E A .SGc► E' ~ t = ~ ~ teez 3 Valvr-e- o 5- _ !70 S slo s ~ l~/Ly/q3 t✓a e ~ A(C'G 0 F Z 98 ~t 3 ~ ro dfaP = 6175- f6 ~ ~ - .~wo le #3 ~ rperviovs A-rea GYS Vp / /,o Iv he a-F nun o~^ " k I/ Z A rPew p-r Sc,la/e- lc wiod' /Q s= 7 , Z~ AtPG rev►yecJ' _ l/S = P 7D a ~ v / 443 rt T ~~v~~ 'J ° • _ ~3 ,~L.3 - J /~t~~,~'o~n 1 1 ' ~ ~i ~ -a~gi ' , ~F f ~ ~ f I • s - ` ~ ~ 1. ~ 4e ' J9 ~ -.~`a~~h~" b« ! K 'C,s d I t 1931, , ~ ~ ` ' ~ ~ - y ~ ~ ` ~ _ Q-•---° - ~ _ _ e + ~ ~ ~ ~ _ ' ~ ' ~ 7 ~ ~ _ ' ~ - I r. _ fi - r _ C T. ~ d ~ ~ s~.~ _ a~e, ~ ~ _ i ~ C.~1G_ _~7~IQN~ ~ ti/ f f Y ~ ~ ~ ~~G' f ! r V + ~ ~ viF ~~~'V A fF ~r/ ! • ~~+I C ~ r ~ne cou s`~~1 -~e ce ff4 T iQ. ~+e- t / , ~t~ J I 1 13~ 12 ~er, I~' .~4 J~f~' T • ~ -r-- , , L ' ~'~S ~n a~crr ~F~►? ~ al~r~~r~. ~~~r_ ~ ~ ~ ~'x~rue ~/S ~ r~.t~/~ ~ ~ fe ~41~Q~d ~ .r~ ~jl~ 2 - ~ ~ ~ { [ 1 3 , I ~r~'4- L ` ~3, 7` ~e Y~ - ~ - - - - - - , _ ~ r o Ie t3 .13f 7 _l e2- _ _ ~ ' ' _l ~ ~ ' • . ~ • `y~ ~ 1 4 . ; _ ~ Ty - ~S~ I + ~ - ~r' ~ ~ h ir I l ` ~ ' r *u 1}~P^i•~~,,f~i~ii L i ~ b yi ~'r~T J} ~Y 4~ ,y~~ J t e ~ 7 ! ~ ~ = t. r, ~ti~~ , ~ ` ~ ~ ~ i + ~ ~ ~ f 4 a 7 ~ ~ '~~T• ° , , ~ ~ { + ,.,5` 7~x r + ~ t ~ i, ~ Y!. - ~Y ~ r ~ ' • ~ ~ i `s r t,+, ~ L'r ~ rt ~ , gY ~ , ~ ~ ~ ~ ~ e F ~ ~ ~ - F 4~~~ TL ~ , c ~ ~ ~ ~+c ~Y, ~ ~i~ r 'z~, T ~ s- _ ♦ 7i s t 7 ,f. _ ' . „n . ' 9 ' F4 ~ L ~ w. s L ~t ~t.-'tif ~ l ~ ~ • ~,tr + F ~1.-~ f 7 ~71 ~ x 1 _ _ ^y _ ~ ' , ~ ~ ir IwC] Jl~~ 1.Y'r"1,~.I` , 1e,~ tit r~ _ I ' ` f ~ ~ .~~laY Y~f ~'T • f`'`` a±.~~N y ~ ,~+a.J • Lti a+r,~i J Y- i "1Y " ~ r ~ J ~ ;=1- ~7 r + T : a t~- Y1 ! ze ~titi►~1 ~F y-~-r~j5afiei~ ~ ~Iry rp ti r~ y ~ { rTWi~Ll'~ 3~h W-Ir 1L ry Y L Y S• ~ 1~~ ~1 ~ Z,47Nj3 1'~JY S• lw ~+p 1.s { - s. ~ ,r ~ ~ ~ ! ' ~,.e : - tSr . ~ 3l8 5itework Eti ineerln y y _ ~ 117iE. sth saeet - - - Project: ~'~5fA,d d N btW Vancouver, WA 98660 Job No,• ~ ~~5'o~~;;, F . ; ' (206) 6934788 Location: Fax (206) 694-1043 By: Y , ► DBte: PIPE SIZI G CULATIONS Pipe: ~ Area C3#scri io A~c _ C ~ A x_C ~ ~~V~ ~ ~ r Yr ~ f ;t~~~,~ ~~k ~;z> ; . . ~ ~ . • A (total) ~ 1.50 ac ~ sca in % %~;;h~~ 0.00 C (av$) = 0.90 , ngth Slope Velocity Ti Descnption of_Flow P t ,(ft/ft) f in) nT~ aTtime ot concentret~ n - - ' . .f r~. S 4 ,fi ~i"{Y Y; rY 9^{ .ir 1 t'' . .r ,'r F f S~~a } ~ /~,~~~~rY F Y~fl.A~ iti ~rhlV?Cj, r' ~r }~2~~'f}~~Y ~ ~i~''~~'~'r'~~C L~-0~ ~ ~ fOtelS Rainfali`Intensity: i = 3A chesThour ~ Peak Runoff (Q = CiA): , Q= 29 10 ear stonnL_ Solve for PiPe Diameter, D: \ Type of pipe 1527 inches (minimum) Manning's n-~;~r U inch pipe stope s. cfs (capacitY) V = 3. flowing fulQ Page 1 . y 51tework En ineerIn y g 117 E 8th Street Project SnYder's BakerY Addition , Vancower, WA 98660 Job No 590 , (206) 6934788 Location Spokane, WA Fal: (206) 694-1043 By CPA Date 19-Oct-93 . PIPE SIZING CALCULATIONS ~ ~Z21Q3 Pipe: Area Descdption X A(ac) ~ C I A x . Impervious PI O.-W 0.80P, C A(total) = 0.69 ac Landscapirlg I 0.00 0 251 0 00 C(avg)= 0 90 Length Slope Velocity Time Descnption of Flow Path" __Jfeetl_ (ft/ft) f~p§) _Jmin) Initiai time of concentration . 1 I - 1 5 00 . ? 1 I ~ i i"otals ~ - I - I - I 5 00 Rainfall Intensity: f= 318 inches/hour Peak Runoff (Q = CiA). Q= 1 97 cfs (10 vear storm) So1ve for Pipe Diameter, O. ~ Type of pipe = SRP 11 70 inches (minimum) Manning's n= 0 013 //Use 12 inch pipe Slope, S= 00035 ft/ft Q= 211 cfs (capacity) V= 2 89 fos (flowinq fuin . . • • . t ~S ~i an ~Q C~~k lvlL by y ~g4*vser t~ew- c,•i7I /tc, fi 4e Su IFFC- teiu f` G C4~C ~ . • aaldr li~e," 74 ts Yk ~ -•-F a neA - ~ ,~-f„ ~ ~f7~ t~e crk~sf-i4y ol~c,el ~ - I s ~"~e O h~ ~liS! (<< Sdto flaa ip Gt 16 ti iS 16 C a-(7'oh . C.X1sr(0J.e ov Rin 9s'. ot C•G 92•7Z ~90~. 12 sRP 4~ s=o.oo~~ 7Y 12 p s~eP a s: o.ooa s p~o ee. 5r/. 80 ~LF !z"5RP at s _ .e •o 1 QZ,y6 14,.PrFlZ " S J2P 4* S= 4-oo3g- ~ 1 , • % r4 J. e, K ls?l #J S ft6 irA • Ze• ~ ~ ~ Zo ~ 12 °SRP af SoD, oc35 d S 4(te'~00A ~ )k~ 4-a. A- 4e. lrl 4 ~ 9.20 ~I $ ~✓/jG~ ~ , . Page ~ ~ Cb • 6AQ0;rq0r S i5 d*\Q- /`h. d~` ~a. ~ t7 t ~.rt w0.5i 1,05- X-ft , 151 ~ ~ . . 51tework Englneerlng 117 E 8th Street Project SnVders BakeN Addition Vanc;ouver, WA 98660 Job No.. 590 ` `(206) 6934788 Location 3pokane, WA% rFax (206) 694-1043 By CPA i Date 22-Oct-93 ` PIPE SIZING CALCULATIONS -Existing Inlet Pipe: , Area Description I A(ac) ~ C I A x C Impervious I 0.201 0901 0.18 A(totao = 0 20 ac LandsCaping ! 0001 0.251 0 00 C(avQ 0 90 . Length Slope Velocdy Time Description of Flow Path __(feetL_ (ft/ft) qs j __Imin) Tn-ff ia time of concentration l I I ~6M ~ ~ I I i"otals I I - I - I S.OU Rainfall Intensity i= 318 inches/hour Peak Runoff (Q = QA) Q= 0 57 cfs (10 vear storm) Solve for Pipe Diameter, D. , Type of pipe = SRP D= 6 04 inches (minimum) Manning's n= 0.013 Use - 12 inch pipe Siope, S= 001 fUft Q= 3 57 cfs (capacity) V= 4 55 fps (flowing fuln y LF ~Z ~ r . Page 1 ~ 1 . 1 ° I ~ + I = 1 1 ► 1 t I I I ~ + ~ ~ ~ t ~ ~ i .iy,J ~ in ~ , ~ { , ~ _ c • ' _ l f at ' ~ ~ ~ i ^ - , ~ ! + J~~ / ~ r~ /~/1y, s ( _ G ~J// • • _ ` ' ~ ' . ~ s~•Vd~~~I_ ~ ~~~(J ~1V'~r~' ~ ~~{/~•~~O~~t ! a1~ + i~i ~~V~t d 's' ~ t~~ ~ r 1~ ~ 1 • ~ • ~ 'pn~er S~e XK 1,107~'Jpel'Irt~ ~ ~ ' ' • ` ~ 1 t p u . ; ' . _ D~rE ? l 31 I~ Fl -1 OOIZ 4 lN-* 6 ~C- ~u~~~~-io~v,~ • eOCo4 t ld)o I , _ t- J- -'--1- -j I ► ~ ~ ~ ~ - ~ ' ~ - i s S,lZi.,' D/ f~1~ - - ~ k_'_A s1 GP QfG!/h A~[ ~I Tdr ID y~q r S~~'~~~ v~✓~~ rO ~R• 8Oj~ M~-p 10122 /Q3 rvio~s A rpA - - ~ + i = ~ cy - ~ ~h • ' v ~ ~ ~ s~ A x 340 ~ , I 1 I I ~ ~ ~ ~ ; tO- A!va ~ ra 6le ; s~1 0 _ = O- oo 78 0 - ~ ~ /'d l ~ ipeAanol _a f _D• 3 X ~ > > ~ - ~ - - - - r~Su E -.t ~ { ~ ~ - • , ' ~ ~ f ► ~ 1 ~ i i ~ ~ _ ~ VSe- /i4o*/'f`~ .3 0l n - - ~ - ~ , d~ ' 07, ~°t ~ ~ ~ f-o.l~~= !0•79 vse ~ • r l 2,113 r L. ~ . . i ~ 1 ~ ~ . : ; Jt ~ , . ~ ~ R 1 • ~ ~ ^ 1 . ; ( t q 'i Q. ! ? ~ti ~ r • ~ ~ ~ p o ^ . ~ S Z y r C' 1 . . p ~ _ , ~ 1 ~ ° - e9~ ' ~ ' 1 'e` 1 ~L'~ T j+ y ~ ~ ~ o.{ ~ i 1 ' .t . _ ~ % ~ ~1' 1~ w~ ~~-?~~'I~Iy~`«n l~+y ~i-~~t~ +r'<' i~°~ • " . J..~. f ~ 41 1 ~ ~ f ~1 O r4 ! j2 ^itA j ! ~n ~ ~ • _ t~ ti - 1 - y { ~ w , _ ♦ E ° ~ y' 4 »y. r t+~ ~ y~~F~lr~y~ • ` (.a~ ~ Y- ! ~~.T ~ / ! iCS~' ~ ~ ~ q ♦ ~ L " ~r! y . ~~t., n~i ~ ~e ~ • y.... ~4F . ~ ~ c ' „ ~ ~ 11s~ . ~ q-V j j.l, i~ ~4 ,~h~1 ~.,~j~ g ~ ~y ^ ^ • _ » .i ~ J 1 . t- r"s < < r ~ S t r ~ ♦at_ _ 'vi~ 1~ ~~~iu + - w yy r ~ ~:.',t, ~ : ~ . . _ ^ f' T. C~ ~ . ~ ~ Y ~ ~ ~ +I ~ - - t ~ ~'~L r[ - " : ~ -ya~ - ~~,.'f S<<_' - ~a ~ ~ ;/',g t~.~p. #`~'+t ' + ~ "'~l~ ~ ^~•L 11 a 4~~-. _ ~t5 r y s~. t ~ 1. 'k '~i w ~~~i /f~a' . i ji ~Et ~ l "=~r~ ~ [ ..~~.r.~ : ~ ~ ' :~~,~,r~Tt ~+'~✓'w,~ v i~M~.,w u~ _ u Y 1 f ~ `~p a~ e ~y'"°~ * 1 -1~ ~r d_" ~b~l-i - {~C A. ;s f ~Sp~ • 1-~ ~ 1' v SS r J \ .1~ ~~y'• ~ ~ 51.~ J ~Gtr~`~r ~1 ~S ~~r~ ~s T~R tr j' ~ • ~dC ~~if 7 .i'~i ' 1 ~b ~i a w~ ~ ~ ♦ p w~~ .s.~ a_~ t ' ~qy, ~7' • t NVw ~ ~ w s . ~ , r . . ' a ~ -j ~ Aa~ l~ ~ '~"'!"L~r " • _ ['}i 2 ~:f ~ 3 ~ 1 ~ 0 ISaC`~ j ~ 'f i~ i N / ~ x.s ~~'~a` s K~ ~ . c _^TL -s` _ ~~t~~~+ ^a~a ~~~~i ~~-L. ~ • ~ ~ xi-~ ~ .t,C•~1.~ + 4 ~F~^ . LfTtlO IA Y ~ A. 7« 'r 7 ra ~ ._,s _v ar ♦ ^ ~ ~n~ w ~i~- ~S Y o ~ t k --LT i~r. ~ =I I I f i-. .,i, r=I DI Arm '~Qt! G 7 ENTER 1 I OU WANT TO FIND DEPTH OF F , RETURN IF YOU WANT TO FIND CAPAC (Q)? 1 ~ ~ ENTER BOTTOM WIDTH C'HANNEL I 0 ENTER RIGHT SIDE SLOP IN FT. ONE FOOT (X:1)? 3 ENTER LEFT SIDE SLOPE I FT. ER 4NE FOOT (Y:1)7 3 ENTER SL4PE OF CHANNEL IN CENT? .78 ENTER MANNIATG 'S n? .07 ENTER DESIGN FLOW Q I Cfs? 1.9 DEPTH 4F FLOW= .82 001 ft. VELOCITY= 1.00 03 fps ENTER 1 IF OU WANT TD MODIFY A VARIABLE AND THIS AGAIN. ENTER 2 YOII WANT TO START AT THE BEGINNING. ENTER TO END PROGRAM ~ 4 C. o ~ ~ t ~ P41• Zo C•~ . ~ ~l fc~i Pi'I~~►u t- r - ~;cQ ~p ZZ q3 ENTER 1 IF YOU WANT TO FIND DEPTH OF FLOW, RETURN IF YOU WANT TO FIND CAPACITY (Q)? 1 `ENTER BOTTOM WIDTH OF C'HANNEL IN FT.? 0 FENTER RIGHT SIDE SLOPE IN FT. PER ONE FOOT (R:l)? 3 ENTER LEFT SIDE SLOPE IN FT. PER ONE FOOT (Y:1)? 3 ENTER SLOPE OF CHANNEL IN,PERCENT? .78 ENTER MANNING'S n? .07 - 1 ENTER DESIGN FLOW ,Q IN c?.89 ~ f DEPTH OF FLO .61 'f t. ~ VFLOCITY= .8 23995 vs f ENTER 1 IF YOU WANT TO MODIFY A VARIABLE AND`RUN THIS AGAIN. EI+TTER 2, IF YOU WANT TO StTART AT THE BEGINNING. FIdTER RETURN TO END PROGRAM a v sheet 56) . , tjoins s k . ~t►tt' r'~MotK . ♦ ~ R 43 ~ •s~~ j, ~ y ~y ~ ~ ~ ♦ .a . R~ > > r > * v : ~ •3~• e` ♦ ~ •~j y i ` . g . ~ r t7 ~ ~ ► t t ~ ~ ,.4.~ ~4w ~ ♦ * ~ ~ H ' • ~ • ~ • ~ Q ' p ~ ~ ~s ♦ ~ ~ 7A ~ y R.r ~ ~ywf; y ~ ♦ orJ* r k 77 'f ~ ~Y L y , ~ ~ • ~ ~ a Y l~'~ J t ~ r A ; ~f t M • • ~ 90 ~ • r ~i I ~ ~ I ~ ~ JtF ~ O ♦ 3~ • • . n ~ ~ r,. t t 9f~1 + ~ ~ r 4 {1o~ns sh~ < < ~ a ~ 5~~Qet ~ . ~ • 0 ~ ~ ~ s - , - • ~ . 1 ~ ~ - ~ • 3 ~ < < t t t ~ t i ~ ~ t i ` , C ,n _ , . ~ - a ~ r= . ~ , e i r \ 1 . C I i ~ . ~ ~ ~ ~ . ~ ; , . i t 1 1 ~ . F u r R 4 .,MO ~ 6-3 } : ' ' PROJECT. SNYDER'S BAKERY ADDiTION 13 DATE 10/16/93 BY. SITEWORK ENGINEERING/CPA BOWSTRING METHOD DETENTION BASIN DESIGN TIME INCREMENT (min) 5 TIME OF CONCENTRATION (min) 5 yr~ OUTFLOW (cfs) 2 ° DESIGN YEAR FLOW (yr) 10 AREA (acres) 2 81 DEVELOPED "C" FACTOR 0 67 AREA X "C" 1 88 STORAGE AVAILABLE (cfs) 3648, rrime Inc. ( lme inc lrlntensitY 0 Q dev OVolume ffi~(~olume Out 11 Storage ~ [~min )7 sec.F] m r. (cfs) ucu ft L-JM (cu. ft ) IL-Jcu ft ) 1 5 30-0 318 6-99 240 6m ITU7'~ 10 600 2 24 4 22 2861 1200 1761 15 900 1.77 3 33 3339 1800 1539 20 1200 1 45 2 73 3554 2400 1154 25 1500 1 21 2 28 3649 3000 649 30 1800 1 04 196 3724 3800 124 35 2100 0 91 1.71 3773 4200 -427 40 2400 0 82 1 54 3863 4800 -937 45 2700 0 74 1.39 3904 5400 -1496 50 3000 0.68 128 3971 6000 -2029 55 3300 0 64 120 4099 6600 -2501 60 3600 0.61 115 4252 7200 -2948 65 3900 0.60 113 4521 7800 -3279 70 4200 0 58 1.09 4698 8400 •3702 75 4500 0 56 1 05 4852 9000 -4148 _ 80 4800 0 53 100 4891 9600 -4709 85 5100 0 52 0 98 5093 10200 -5107 90 5400 0 50 0 94 5179 10800 -5621 95 5700 0 49 0.92 5352 11400 -6048 100 6000 0.48 0 90 5514 12000 -6486 CA (W (a Afea. l h~ rr~'uf r Z.OI /1cfeS C r o_ `~0 ~~vrot~r . o•8a i4c &P$ c ~ 7'0 #a r = 2. 8/ Ac-m4 D-lo~r 4 O - .40 X 2•0 1 CO I'YI osr~ 0 U w IIa~S, ESIICX ASSOC7ATESr'AR+C'HtTEG'I'Ss, P.G N°Lto 19 93 TRANSMITTAL T0: PROJECT: ~L w' OU ~ ro; e ATTENTION•_ ~ r PROJECT NO. cc: 4~wo; StAwo ~ 0 WILL 8E MAILED ~ ENCLOSED 0 FAX, TOTAL PAGES ORIGINAL ❑ WILL NOT'BE MAILED =PIES. DESCRIPTION. e~ • ~ ~ ~ ~4 N ~ ~ 4 ♦ ' ~ REMARKS. ISSIA ~ rwru e J m ~Aft ~ ~ ~~t_ Z FP*o 192K-o Ao ~ ~ ~ ~ ~ ~ ~ "Sio" I ~ ~ ~ AKIO FROM: OAT'E.` t! • ZZ ~ 5200 S.W. MACADAM, SC1I'IE 370 - POR'II.AND, OREGON 9T?.A1 - 'IEI.. (503) - FAX. (SOG) 294-0ffi7 A * ~b 17 ~ 0 • ~ i! ' ~ ' ~ ~ ~ . ~ " W t ~ ~ a ~ ~ ~ k • t~ S i. 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BUILDIIdG SIZE - LENGTH MIOTH S0. FT. SO.FT. x 0.5 =_CU.FT. CAPACITY _ . 2. INPEAYIOUS AAEA LENGTH.......... MIOTH. . SO.FT. - - . 3. IMPFAVIOUS AAEA ~2 - LENGTH.......... NIOTH......... SO.FT. LENGTH x WIOTN x 0.5 ~ CAPICITY ~ - , e ~ 4. IMPEAYIOUS AAEA ~3 - LEN6TH - NIDTH ■ SO.FT. i0 FT. 10~ FT. ~ 50 CU.FT. _10 FT. 12 FT. 60 CU.FT. 5. IMPERVIOUS AAEA ~4 - ~ENGTH NIOTH ■ SO.FT. ~ 10 FT. ~ 4 ~ - I i^ FT. ~ 70 tw.FT. _ , o 6. iMPERViOUS aAEA ~5 LENG~,,,,,,,,,, wiDTH,,,,,,,,,, ,,,,,,,,,,SO.FT. 10 FT. i6 FT. ~ 80 CU.FT., _ !0 FT. !8 FT._ ■ 90 CU.FT. - _ ~ I ~ "TOTAL SO . FT . io ~r. 20 I- soo cu.~. - . I ~o 2~_ ~r. 220 ~cu.~r. 20 FT. 24 FT. ~ 240 CU.FT. 20 FT. 26 FT. ~ m 260 CU.FT_. . 20~FT. 28 FT. ~ ~ 280 CU.F7. • 20 FT. I 30 FT. ~ 300 CU.F'~. a.-. . ~ = a . . . x 0 5 . . . CU FT ~ . . 30 FT. 32 Ff. ~ ~ 480 CU.FT. ~ 30 FT. 34 FT. - = 5!0 t~11.FT. 30 FT. ~ 36 FT. ~ 540 CU.FT. N ' 30 FT. 38 FT._ ~ 570 CU.F'T. 30 FT. I a0 FT. ~ ~ 600 CU.FT. YOU CAN NOM CALCULIITE THE AREA OF TNE 80TTOM OF ( . . _ THE E06 SWALE. YOU MAY USE THE CHAAT ON 40 FT. I a2 FT_. ~ 8a0 CU.FT. ~ THE LEFT SIOE OF THIS 5HEET 70 HELP YOU. 40 FT. ~ 44 FT, m 880 CU.FT. 40 FT. 46 F?. ~ ~ 920 ~J.FT. • a0 FT,_ ae FT. I ~ 960 Cu.FT. 40 F?. I 50 FT. I ~ f000 CU~FT I FAOM TH CHART ~ _ - - T W • ES E T Z 0 HESA F US D TO E IS. .............._FT . , . x . T . F . ~ ~ - WHYCH ~ C 6 CAPC TY } - ~ ~ I a - - - ~ - ~ . i ..,e.~+ OAAMN 8Y; OATE _ A~ o~~c~ a~o . _ _ sas o3~l~~ , - ; o~src~ e~r: ~ TY ~ ~ . . Hoaizo,~~. OKA SNEET N CO N ~ N APPR V 0 E0. ' - ~ - ~ p 1~ ° , - ~ ta•~,~,=f, ► •~i _ _ - i _ J~. COUNTY ENGINEER - KS ' . ~ • ~ N 811 JEF'F~ON~ . , Y" Q • •.►Aiiu SV .i.waff'~l ~ c~EdroQ e. v~Ti i , LAND OEYELOPMENT ~ _ t ~ CAL ~ . Sp~ MA. p t - _ ~ k d`e ~ ~ • . . ~ _ - . ~-.NONE .r ~ - OATE, - _ TE d~0. APPq ON ..i.o. - ~ - - ~ ~ ~ ~ ~ ,.r 2tv9ii f i~iAf.O~ ~ _ , ~;4~.5.. _ , ~ . r . . r N{~ r'\~'~~i» ~ ~,n.F.YCL r. ' ` ~ ..'l. f ^ ~ ~ ♦ ~ e~.y ~M ~ J w ~ . ~'~yl~~ - .K C:if ~r~ 1// ~ ' .M . .I . ~~.~.w ♦~~f.r ~ ti: e J~S~~ ~ ~,~,v ~f• . . r . v . . . ..l.~~.. _ . . . ~ . . . . ~ ~ + .._~~SVL' L~+.16r~! '~..csw UMAINH~C VHLVUL~1 ~v 1V v , . I « ~ ~ ` ' ' ~ i. OAIYEkAY - 90x 3•2070' S0. FT. 2. PAAKING STALLS - 24x 0~i2d0 5q. FT. ~ 3. NEw 8UiL0iNG - 30x60-i800 S0. F?. ' I ~TOTAL IMPEAVIOUS SURFACE ~ 5070 SO.FT. S~fAEET - ~ . ' ~ HOM MANY CUBIC FEE1' ~F MAtER NILL 8 6ENERATEO Y MPERVIOUS x , . E 8 Z , x . ~oo.s SuaFaCE aaEa~ ioo.o X A. USE TNIS FORMULA: IMPERVIOUS SURFACE AAEA x 0.5 ~ ~ OAivEHaY 12 N I + • o ~oo ~ FXAMPLE ~ 15470 S~.FT. x 0.5 2535) 'S 99.4 . X 100.0 89.5 \ K ~ ~ X : 2535 ~ X / 2ii CU. FT. ' 12 ~ iMPEAYIOUS SUAFACE AREA I~ILL GENEAaTE 2ii CU. FT. OF wATER ►TER PAAKING STALLS 99.3 99.3 • X X ~ , 0. How LaAGE SHOULD I MaKE tHE OiSPOSaL sNAIE? iC0.5 . i00.0 ~ ~ , Z. ~ a. USE THIS FOAMULA: ~ I~X W °D ( ~ ~ . SwALE DE~~H x SwALE So. FT. - CU. FT. vOLUME OF SwaLE 99.5 Q W~r~ WJ '.E OOWNSPOIlT s ~c < ~ N~x~ ~ EXAMPLw o.5 x LE~GTN x wiDTH OF Swa~E s~u. ~T. voLUME oF SwAI.E ~ .o ~d s ~ = W 0.5 x 15 FT. X 30 FT. 225 CU. FT. VOLUME Or SWALE , NEI~I BUILDING m o~W W o p r~W 0~- ~ N~ w ~ ¢ FINI5NE0 FIEVATION • l00 0»" 1-~ / m o . ~ m N NOTE, alL SwALES a~E TO 8E 6 IN. OEEP THiS EOUaLS 0 0.5 FT. YOU WILL HAVE TO OESIGN LENGTH 6 WIDTH. v ~ X X (SEE BaCK OF PAG~ 99.3 99.3 ~ ~ , X 60 99.5 . THE CALCULATEO SwaLE vOLUME IS 225 Cu. FT., THE IMPERviOUS SUAFaCE 'E ~ AAEA wILI. GEN~iA7E 2l! CU. FT. iN THiS Ca Y N w . SE QU 5 OULQ SHO DowNS~ov~ A i5 ~T, x 3o Ft. SwaLE BOT~OM. ~ 20 FT. ~ ~ I ~ GRATE ' 4 ~ ' ` : UNOEVELOpEp AR ~ m ORYWELL ~n ~A S5 FT. ' ~ i6' t q ~ . j ti i. SPOKAN~ COUNTY TYPE 'A' OAYWELL WILL ACCOMAOAT 0 E 5 OQ S0. FT. ~ OF AAEA. . ~ ' ~0~~ 2. SPOKA ' • NE COUNTY TYPE B OAYMf~LL wILL ACCOMAOAtE 55000 50 FT. ~ OF AAEA. i. ROOFS ~ IMPEAVIOUS 3. YOU l~UST tlSE SPOKAN~ COUNtY STANOAA TYP 3 T W TH THE 0 E GAA E I 2. OAIYING SURFACES ~6RAYEL OA PAVED SUAFACES 1 ABOV E LISTE~ OAYWEIL,S. . 3. SiOEMtaI,KS , aAE a. OTHER CONC~ET PaYED OR C MP F t YOU MaY OENELOP ~AaiNAGE SNALES FOR EACH IHOIYIOUaL AAEA E. 0 ACTED SUR ACES I (OYER) . ~ " I ~I 1 , ~ . ~ 1 I ~ ~ ~ ~ i OAAwN 8Y: OaTE C OFFICE ~F AL 1 ~ SDS 03/12 87 L . K ~ O~SIGNED BY: SHEET . ~ a HORIZONT IC , • . AN -C . a~ N . N , ~ APPROVEO. ~ ' . ~7~ ~~~iii ~ 1~Vf~G ~ r ~r I r ~ y V ~ ~ ~ ~ ~ w . ONS i 2 t N. 8i3 COUNTY ENGINEEA . } J~FERSON ST. e~ vEaTica~. , ► . . _ LAND OE~IELOPMENT . sPaKAr~. KA. 99~6~. r .9 . ~ - _ _ . _ _ _ oF OATE Y Qip APPA ~ _ NONE • rA dS .AM . a ~ OATE . , RE~►IST 9 . 6-36~0 ~1~~ - - „ p i ~ ~ . ~ _ i ~ . ~i~.. i.., i a...~,..a _ _ , ~~~r ~ ~ r _ . ..r,:. ~ . . t 3~~ ~ t ~ ~ r. `.p : .,u ~+~~~I~ ~ Y t y u, , . c r . ~ ♦ , 3 .•r - ~ . . . r ~+GC sZw}. osri ~ . ~.i i~}we~iw`~~S~ti~iviw~ , ' ~ t~~ ' ~a._.~. M.y ~ , • R' ~ ~ t... ~ ~M.!.``c >t~ ' ~ ~ h. • ' ~r L ` ♦ ' 4a r . ..~r . • a: v r.'~4C r.1 ~7s 1~y~ .'~►r " r- ~r ' • r ..~s: ~ ♦ ~ v. 3e~ P +WJ~3?~Vrip~qyQ•• ' ~ ~l~~ ♦ .y . ~ ~.+~'~".r"!~', . j ~i~'b o~ .71 ~ ~/'~M~ ~ r a ~«~~,ti~'►Y~ ~ ~i w ~ ~~'~.MlV+ .~iiW?~i.N.ai ~.'~~'Kti ..v~ /2:. ~ . ; ~ .ri r r s11►~vs~-.r;' • ~ ~ , .ro ~-J ~ ~F .Z ~ e. ~ ~Y •'~ti?r. ti!YJG 9 : v.:t .a. .~s.. ~ i~ r ~ w ~ ~ e . - t~ wio~ ~ so. ! . BUILDING SIZE LENG . FORMULA: - GTH WIOTH ' SO.F?. ~ 2. IMPERY~OUS AREA LEN CU.FT. CAPACITY SQ.FT. x 0.5 - GTH WIOTH • S~ • ~ ~ 3. IMPERVIOUS AAEA i~2 LEN x 0.5 = CAPICITY . so LENGTH x WIOTN _ . V OUS AAEA f3 LENGTH ~IIOTH.......... 4. IMPER I i0 FT. I l0 FT. a 50 CU.FT. - H WID7N ■ S~.FT. 5. iMPEAVi0u5 aAEA ~a LENGT l0 FT. l2 FT. ■ 60 Cu.FT. N ~ - LENGTH MIIDTH ' . . . S~ . FT . ■ 70 CU FT. 6. IMPERVIOUS AAEA 5 i0 FT. I i4 FT. • !0 FT. !6 FT. a 80 CU.Ft. . ~ TOTAL SD . . . I ~o I ~e ~r. 9o cu.~r. Q !"1. ~ 10~ r1Y.f1. • 1~ ~ 2 ' ( Z4 FT. 22 FT. w 220 aJ.FT. ~ 240 GU.FT. 20 FT. 24 fT. . 0 260 CU.FT. • 20 FY. ~ 26 FT. 28 FT. 280 CU.FT. ' 20 E?. N ¢ . a ~ CU T . es . • 2 . . 1 . 0 5 x . • 4 F'r. 30 FT. • 300 CU.F'6. 2 N 30 FT. 32 Ff. . ~ 480 CU.FT. N 30 F1'. 34 FT. = 5iQ CU.FT. M 30 FT. 36 FT. ~ 540 CU.FT. N • 30 FT. 38 FT. ~ 570 CU.F?. , N 30 FT. a0 F7. ~ fi~0 C11.F7. R OF THE 80TTOM OF I TH A EA YOU CaN NOw CaICULATE E TH '208` SWALE. YOU MAY USE THE CHART ON E THE LE~? SIDE OF THIS SHEEf TO HELP YQU. 40 FT. 42 FT. • 840 CU,FT. m 0 CU.FT. 40 FT. N 44 FT. 88 . 40 FT. 4fi FT, a 920 CU.FT. N 40 FT. ~ 48 FT. a 960 CU.FT. 40 FT. I 50 FT. ~ l000 CU~FT ~ RT CNA 0 THE FR M ~ • ~ USE S. TO D W EN I S L TE A H OF T IZE ES T ~ T . x . ~ C TY CA E CUB C WHICH # - ~ ~ i ~ pAANN AY: OA?E OFfICE OF , ET ~ SNE C SA SOS 03/!2 87 • toNS A , ~ - ~ . Y APPROV R E. G U CO SOA ~ ~ OESIGNEO @Y. HOAI20NTAl w. - - • - - - - t , , ~ ► ~ COUN~Y ENGINEFA - r~ ~ e~r oa~s2L~7 rro~ ~sa~~s~. ~ , . . •d_ . . .~IAND DEVELOPMENT__ . . N. 8f i JEFF . . ~ ► CK BY: I YA. ~ 60 . •+r~• . CHE EO VERTICAL SPOKANE. OATE . . • • ~ idiv3~i ~ RQg~t ~ _ •M ~ , , 456-36~0,;~, . • .~.~...._...._r ' -.NONE _ - M'~'~~n, T, * ~ ~ ~ BY CKp. APPq . v•~' ~'y ' AE!IfSION r f .i , , ti ~ ~ i 1. . ~ , . . ♦ ~L ,y~., y+aQ' *i 1,i,~~°'Cj.~'r ~ ~'r~" t 't ~?,~i~'~y i,'tr'~ ~ I ~ • w ~ ♦ ~ ~ ~y ~~~M~ g ~~'a 'rl~i•i►~) i„~. ~f~,w~.~.1S~F^~~,~p ~t~y0~~,~/~,.~a~'~ ~ ~ .w. J . . ~ ~ ~ . . - ~/',r ~S ~ -'~i 1~ . ~ J 1 t 1 ~ . Sn~'lrir ~1.. ML , ~ ' i it, ~ eP...~ , . . . ~ . . r . ' . I , , . - ORIYEWAY - 90x23•2070 S0. ~T. , PaRKING STAI.LS - 2ox60•i200 S0. FT. 3. NEW BUILOING - 30x60•1800 S0. FT. ~tOTAI. IMPERYIOUS SUAFACE ~ 5070 Sa.FT. STAEET Zo~ ~ • ' How MANY CuBIC FEET OF wA7ER tfILL 8E GENEAATEO 8Y IMPEAYIOUS so zo 0 . ~X ~ a X ~ SURfACE AAEA? 100.5 100.0 X A. USE THIS FDAMUI.A: IMPERVIOIIS SURFACE AREA x 0.5 ORIVEWAY 12 ~ ~ N . ~ EXAMPLE ~~5070 S0. F7 . x 0.5 Q 25351 l00.5 99.I l00.0 99•5 ~ 2535 0 ~ 71 X 2~1 CV. \ ~ ~ ~ i2 IMPEAYIOUS SUHFACE AREA WILL 6ENERAIE 2ii CU. FT. OF WATER PaAKiNG STAl.LS 99•3 " x x p. How LaAGE SHOULO i MAKE THE OisPOSaI Swal.E? 100.5 ~00.0 , , ~ ~ z . USE THIS FOAMULA: . A M~„~ . w~ ~ ( s vO~UME OF SWALE x H o, , SwALE aEPTN x SwALE S~. FT. CU. FT. 99.5 za~ E a w~ ~ DOwNSPOUT ~ w H wAL ~ Eu. FT. vOLUME oF SwaLE ~xaMPI.E. 0.5 X LENGTH x IDT QF S E N o xw ~e~ o UM Or SWALE ,o ~,d W 0.5 x!5 FT. x 30 FT. 225 CU. FT. VOL E NEW BUILOING °0 o►-W tt! o ~w, ~~`W o Q ~ ,Y O~y ~ ` FINIS!{ED VAT ON ~ OQ ~ ~ r . ~ i i m fl NOTE Al~ SWALES AAE TO 8E 6 IN. OEEP THIS E~UA1.S m N . . , 0.5 f't. YOU WILL HAVE TO DESIGN LENGTH & WIDTN. ° ISE~ BACK OF PAGE~ ~ ~ x x 99.3 99.3 , X so ss.s THE CALCUUlTEO SWAIE YOL!!ME IS 225 CU. FT.. THE iMPERVious SuRFaCE • AAEA WILL GENERATE 2ii CU. F?.. IN THIS CASE YOU SHOULD SHON DOWNSPOU A!5 FT. x 34 FT. SWALE 80?~OM. T 20 FT, , ( ~ ~ GRa1'E 4 ' s z m ORYWELL uo UNDEYELOPEO AREA ~ ~ i5 FT. + !6' 7 ► A A ~ • ° i. SPOKaNE COUNTY TYPE 'A' OAYI~ELL WI~L aCCOMAOATE 5000 SO. FT. M OF AREA. f ~ ~ ~~o'! 2. SAOKANE COUNTY TYPF 8 ORYWELL WILL ACCOMAOATE 15000 SO FT. 1 OF AREA. AOOFS ~ 3. YOU MUST USE SPOKANE COUNTY STANOAAD TYPE 3 GRATE WI7H THE IMPERVIOUS z. ORiviNG SuR~aCES (GAAYEL oA PavED) aeovE 1.isTE~ oa~wac.s. SURFACES . 3. SIOEWALKS AAE ~ YOU MAY OEVELOP ORAIHAGE SNALES FOR EACH INOIVIOUAI AAEA) 4. OTHER CONCAETE, PAVED OR COMPACTED SURFACES , (OYER~ . . ~ ~ . I I . . . ORA11N 8Y. QATE OfFICE c~F AE SC sos o3~sL SHEET • • ,ENG • .C I 0 N N Y. U ~o e E ~sic ~o N KA N A T P SPO HOAIIONTAL PROVEO. , . . ._.r ~t Ivc..t. „ ~r • BM 03/i~@j ' NQNE COllNTY ENGINEER i~ ' ~ , ~ N. Bii JEFFERSON . ~ANO OEVELOPMENT ~ , . CHECKEO BY. VEATICAL ~ SPOKANE. WA. ' 99260 : :9 it - _ - • - . _ _ _ ~ _ ~ ~ : Y ~ ~ .AM ~4~4i • 1 OATE: , _ J:. ' aTE BYt I _ NONE A~ ~ . 6-3&~0 ~ _ _ _ ~ d~0. APPR. pEVISIt1N + _ . _ ~ u.~a....~« ~r , ~ + . . ~ • ~ . p k S ti= .~f~ r• ~ • ~ . Irr rw~r~r ~ . ~Tf ~ G1 V"~ r~yR v }tf~Y~"d~!~~~,~~1~~R1 . . tr 1+.rs.P.14` P ar . e " ~ ti ~ i ~iw~r~a Jroh 1 ti. , ~~'''~'~~.w~~~' l;~r•~„~ _„~~,~,~~iirr~~,~~'~'+3~ % {~~4 a\~ ! ~ Y. , ' ' ' Ps ~ ~ ~ j./1~~ ~ ~ n 7 . ~ ' ~ . . . ~ ' . ^ ~ . , - Y e . " . ~ i ' . . . ~ ~y~"q ..!ti. ~ ~v. .v ~ L' ~,r+~ M~ i1S w.r • , . ~ : 4, s ! f . yf • ~ o.... ~ t w o'• 4p t• L • . . ~ ~ . • ~ .<<I. rii'a~rr ~r.~ io.~~ • w .4~r~iir/iie~.. t~ ti{ r.~SYti~ `a%~~~.+v~s~~:.i t i ~ ~ . • • • • . . ~ I~. • ~ ~ ~ P a ~ C . 1 . _ . ~ ~ ~ ♦ ♦ , I Alw- ~ i. ORivEwaY - 90x23•207o so. FT. 2. PAAKING STALLS - zOx60~i200 S0. Ft. 3. NEw 8UiL0iNG - 30x60-ie00 S~. FT. *1'OtAL IMPERVIOUS SURFACE ~ 5070 SO.FT. STAEET . - ~ w ANY CUBIC FEE'f OF wATER WILL BE GENEAaTED BY iMPERViOUS . . Q . HO M 2o so 20 ,x ~ + x ~ SuAFaCE aAEa? l00.5 300.0 • v ous suaFACE aAEA x o.5 A. USE THIS FORMULA. IMPER I X , iz DAIVEWAY ~ N ' ~XaMPl.E: ~ t5070 SO . FT. x 0,5 ~ 2535 WATER ~ f00.5 99.5 99.a 2535 x soo.o x ~ a 2ii CU. FT. ^~y x , \ J ~ ~ i2 P V OUS SURFA~E AREA WIIL GENEAATE 21f CU. FT. OF WATER IM ER I WALE 99.3 99.3 ~ PAAKING STALLS ~ SWALE? X x HOW IARGE SHOUI.D I MAKE THE OISPOSAL lLE ~ ~oo.s soo.o , . ~ ~ z A. USE THIS FORMULA: ~ m . swaLE W,~ l ALE OEPTH x SWALE S0. FT. CU. FT. VOLUME OF ~x ~ ~ ~ ~ J 99.5 Q W~~ WJ ~ OOWNSPOUT 3=< 0 5 x LENGT~I x WIOTH OF SWALE ~ EU. FT. YOLUME OF SWALE „ ~ ExaMPL~. . y xW a~ ~ ~ ~ = 0.5 x 15 FT. X 30 FT. 225 CU. FT. VOIUME Or SWAIE ,o wd W NEM BUILDING °0 o~W z►''- W . ~ o ~L o a ~ ~ ~ o~ ~ E"" ~ , FiNi~ED ELEvaTiON - soo m o N07E ALL SWAIES AAE TO BE 6 IN. OEEP THIS EDUALS m N FACE 0.5 F~. YQU WILL HAVE i'0 DESIGN LENGTH 6 WIOTH. . o (SEE BACK OF PAG ~ x x ~ ~ ~ 99.3 99.3 , X so gg.s SWAIE YOLUME IS 225 CU. F7.. THE IMPERVIOUS SURFACE TNE CALCULATED . AAEA wiLL 6ENcRATE 2ii CU. F't., iN THiS CaSE YOU SNOULD SHOw a 35 FT. x 30 FT. SwALE BOT~OM. OOWNSPOUI' ~ 20 FT. , GRATE d ! ~ a z m oAYr~~~ ~ UNDEYELOPEO AREA ! . . 5 FT. i ~ !6" ~ r ~ A ~ ' i SPOKaNE COUNTY TYPE 'A' ORYwELI WILL ACCOMaOATE 500o SO. FT. 1 ~ f OF AREA. . D r ~ .7~ f 1. ~ 2. SPOKANE COUNTY TYPE 8 OAYWEI.L WILL ACCOMADATE i5000 , ~so ; OF AAEA. ~ 3. YOU MUST USE SPOKANE COUtdTY SIANDARO TYPE 3 GRATE WITH THE i. AOOFS iMPERViOUS a80vE T OAYwEILS. 2. ORIYING SURFACES (GAAYEL OR PAVEO) LIS EO SURFACES , 3. SIDEWALKS 3NAGE SwALES FOR EACH INOIVIOUAL AAEA~ ARE ~ YOU MAY OEVEIOP OAA SNEET ~ a. OTHEA CONCRET PAVEO OA CoMPACTEO SURFaCES ~ , (OVEA~ SIONS s oF 2 r I I ~ ORANN 8Y: OATE ~ E oFFicE ~ SCAL SOS 03/i2 87 ~ ~ ,.~~+s.~c". 1 • Y ~f~ NG • , IN ER -COU A E N P Y• N T Pa v A OE . cH e . SPO 0. DESI ED HOAIZONTAL ` ' ~ 8M 03 1 , ...i _ a. ...c..~ „ ~ , l EL~7 ~ HONE COUNTY ENGINEER • v • t N. esi ~~soN s~. LANO OEVELOPMENT 1 Y• S 60 : : 9 • ° _ . _ • - - ~ . ~ _ c~IECKED 8. vEATiCaI 4 SPOKANE, WA. 992 _ . i " .~a 3~3~~►~~e~ - ~ OaTE: . ~ , • ! _ H~~ ~ r~~ 456-36~0 ^v'Ki ~1' ~ . - - - aaTElBY I ! ~ - ~C.KO. APPR. , AEvISIfIN ~ r 1 i -1- - . ~ w.. ti . Y~\~~.~rA , . ' ~.~i , ~ - hY rw • f♦ • ~r.r ` ~ ~ ~/~V~~~ ~~I ,~~,.~y~~ y~y~ 1 ♦ I y ~ N w • . ~s ~ l~ ~ ++Y.:15'^d"•~~~.~ciF~i"K9d'lr~~~~.~~r"~~1"t+`t3' a r~,~~ti~''-~ '.SIM1"=d':-;~•~'~ 1~'JgN~A'~rV~ '~37~ ,~ryi f' ♦ ' • ' - ~ . . . _ ~ ~ ~ ~ 6'`i7~.~~ '01~ ~'~p4 ~ • • ^.~r ` . p i • ~ i ~x~•~~~'I :~1~.r : . . r, :~f tie ~'i~I S . r. . o r w , y . r~ . •0" - . ' ' ~'I • . I~ 1, ` ,..~~~yb . •1. .'r: = a. : L~ dfi w.' "ti ' ' ' ' - , ' - - . 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