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Woodruff N 2622 Ecolite Manufacturing Warehouse aAIrs-FDtALED E1oTGTNfEER'S R,EVIEVQ CHEctc wMrr, LoG09D uN A.vAG BLDG. PER1aiIT # -or •FTLE# 1B94163.9d Related I;ile # ( } Diite, to ReWew 10.3 94 TZme 10:00 # P8E-APPUt?ATION 'Date to AA & DR '~me Date Received 9•13-94 Ptoject Name ADD MFG LTS & FIX'I'fJRES/LOUVERS SCOLTrE No..Lots No.Acres -Seodon - Townstbip - Range SYTE ADDRESS wOODRUFF' N 26221N MONTGOMMY PARCEL # 086414157 ApplicantPs Name PAUL '1VIATI'HEWS- PASOLD ,Phone # 926-9555 e Address 909 N PINES.gPOKANE W.A 99204 WaTk # Date Conditions mailed Contact person Fhoner# FLOOD ZONE v NO W S SCHOOL lqbgineer / Surveyor's / Architecies NaaoaGe P.lamiing Contact Per~on Phone, # 456-2205 , Date Submitted Des&jption Initia7s . , ~ l~, AGREEiVENT TQ PAY OIE PIrIORITY iFEE, C70MPLEfiED & COPY TO A / 1/ FWAL PLAT F'EES_ CO1VPLI'TED & COPY 'I'O ACOOUN1WG I I NOTiCE Ta PI7BLIC # 1 3 4 6 OOMPIETED - OR NEEDS, TO BE SIGNED 18 ~~rS DESiCN DiEVIATI01q lpkfTTED--- ~-"aZ~ SJ' ~0.•~~1~~ / / a AL.TERA'nON T0 PLAT - BLOCKS' & LOTS / I IIOND .RELFASJED ROAD 8r DItAINAGL IMPItOVEMENrI'S HL'ARlNCi OLAM APPROVBD DffiNIBn- APPBALffi? BBC / PR ~ T, APPROV'BD DENIHD LIP,- G sS P I4.+e, l i`N - c . I t L%L ba..) ~ . LJft4,- 'W . dAe r f • . J#" b ' 13 - 1,~~ 4* p- ✓ ~e..J ~~•,rt~c~t` 0.~e~...~ ~~e , l ~ Q S~J ka.J `~&1. 6y%yjth~ ~ tdcL; I,-* ~ L.04C A. & Awd ki~-- ~ ~~1~.t't , A - d ~--.e- ti 4~'C_ e J Aa-'~/ 1~~ JC. f j C 1 ~ ~ ~I ~ Q+ O tJ % d d ^A ~ . r~. -~.3- - 2~. Er Ak.0 ` • Z ~ - f~ ~:7 0~- ~h ~ /~'o~-t ~ ao l~ k1pltuevi~vv.~r Y f I ~ ~ . . - , - . ~ iwerip#so_~' - . _ . r - , ~ . ~ ~ ~ 40+►-~- ~ r ~ - ~ oJ,~ y4a. ~ /a r ~ ~ ~,c►. , ~ ~ u e Ir- ■ ~ /~/~1r ' ~ _ _ f3~ ~ - _ ~ V ' ~ ~ /r - ~ a ~ ~ - -W- ~ _ ~ ~ 1 101, ~ - w~ - ~ r J 'w ~ ~ ~ j 5 d ~ 11;~~ ~ t I ~ y I ~ ~ ` ~ Zola.- Aor e~ew~ p ~ ~ . . REPORT OF 10/3/94 PRB-APPLiCATiON CONRBRLNCB 2622 N Waodrn[[ Rd - Staraga & coatiog o[ Iig6t Patnra louvers ( NAIM I ADDR&W I C17'Y I STA'fi! 1 2w 1 PIIONB I corrrwcr OWNFR jEoolite MaontadartngCo 19919 E Moetgomery Ave ~ Spoksae ~ WA ~ 99206 ~ 422-8888 ~ ARCHITECT ~ PaW MauhewsJPermao Paeol4 909 N Pincs Spolaaa ~ WA ~ 99'!06 ~ 926-9555 ~ X 3TATE FNV 1 RON M ENTAL POLICY ACT (SEPA) In order ta demonstrate oompliance anth the State Enwronmental Policy Ad. an enviroamental c6ecklist is required to be subnutted A threshold determieation will be issued by the Divmon of Bwidings aad circulated to agenaes of Junsdidion Action upon the proPosal will not commence until after the iS-day public oomment penod A S75 fee is reqwred to imuate the eavironmental review PROJEGT OVERVlEW Applicant proposes to manufactnre Ughting fixture diRusers. etc. Existing wetal building is [or dry swrage only SUMMARY OF PROPOSED oocu- IAND Uffi PANT CONS7' PIitB IPAItCBL ZONH ACt70NS TYPE BUILDINQ USB SQ.PP OROUP TYPH iR.OW WATliR PURV61fOil I fHONB I5OSiA1S7 11-2 ~ tB-177-55 I Nesv ~ Nnufacturtng 25.tDD 1B-?!H-2 I ItIN I 3250 Ililo&m trrlP1bo I I t ~ I ~ I I DISCUSSION TOPICS (wrAkatlona, .ddtbns ana eoneations to wrtthn eon+montq PL►NNING DBPARTMENT(45b-220S) CONTACI: ]IM MtLLGARD ' Wnttea oomments were prepared & a oopy grven to tbe applicanL • Floor ptans reqmred BNGINEBRING & 1tOADS (456-3600) CONTACT: PAUL LEiNNEMANN ' Wntten comments were prepared 6t a oopy given to the appliranL • Drunagc plan iaduding'?A8" calculations • RID wnU be aocepted ta ueu of road plans • SEPA revicw may result ia additional requirements. • Right of Way shawa oe west s,de of property (Woodruff) does not extend past cul-de-saG HBALTH DIS'TitlCl' (324-1550) CONTACT: DARYL WAY • Connea to public sewu Coatact Billy Urhauaen at Utdities Department (436-3604) ' Drai ns at the bottom of tr udc rnmps cannot be drai aed t nto "208" swales. • Cntical Materials Iist requued • All oonstuction debns must be disposed of at a Iicensed sotid wastte diapoal faciUty No oo-site bunal or burmng anll be permited • Removai of premously mastiag on-mte sewage disposal system. if one should be tocaeed R1RIi DISTRICT NO. 1(928-2462) CONTACT PAUL CHASB • Easting hydtaats are adequata • Reqwred to bnngFire Distriat's oonnoceion to aasting hyodrants. if building is to bc spnokled • Kawx box is required DiVISiON OF BUILDiNGS (456-3675) CONTACT: K6N 1BFPRBY • Wntten oomments were prepared & a oopy gwen to tbe applicanL • For in[ormation on the Ameneans with Disabdities Act. ca11 1-800-433-7232. • fiOR wide non-buildable easement vrnll be required on the north and east sides of the proposed building. • East wall is requued to be 4-hr if aonstruction type is IiIN • Soil testiag report is roquired ' Proposed area separation wall should be relocated • Spedal inspe.dioas required • Existing bwlding IimUs area of new manufactunng bwtding SEE REYER4E FOR FERAoT RfLEASE AEOUlRFAfFMB ' ' Page 1 OFFICB OF ZHE COUNTY ffi1iiGII1TSffit SFOKANS COUNTY, WASHIl~+GTON Project: Ecolite Date: 3 Oct 94 Address: 2622 N. Woodruff Ref No. 894163 Parcel No: 08541-0157 Review Pre App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. 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 mini.mum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site. 2. Calculations for total impervious surfaces contained withs.n the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and bottom of the 208 swale. 5. A typical cross section of the 208 swale. 6. Calculations to justify the number and type of drywells proposed. 7. Elevation of drywell inlets where applicable. 8. Copy of the proposed landscape plan. B) The subject property is affected by the "Findings and Order" and the °Conditions of Kpproval" for the following land use action: Spokane County Zone Change No. ZE 177-55 C) The following improvements within adjacent Right of Way are required prior to the release of a building permit: 1. You must subinit road and drainage plans for street intiprovements. These must be prepared by an engineer. Plans must be prepared for the followi.ng streets: a. Jackson Ave. Typical Roadway Section #1 b. Woodruff Rd. Typical Roadway Section #1 All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed priar to the release of a building permit ar a financial guaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. 2. As an alternative to the required road improvements • I Page 2 the County will accept an RID/CRP agreement "Notice to Public No. 6" on the property. 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 right of way deed and/or the RID/CRP agreement. 4. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Jackson Ave. b. 1nloodru f f Rd. D) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. 3. Other i.nf armation : a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engi.neering practices. Paving as required by the County Planning ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of Way. E) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative must complete and sign Spokane County Engineers "Agreement to Pay Feesn. This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comtnents. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or their representative is responsible for including each item that is marked "Required By T'his Project" i.n their submittal in accordance with the checklist descriptions. Each item submitted that is to meet the checklist shall be checked off by the applicant or their representative. Submittals which do not conform to the above requirements will be returned for further items with no review being accomplished. This will prolong the review process. If changes occur in the requirements for the project because of further conversations with Spokane County representatives, please attach a note explaining the agreed upon change in requirements. When the applicants' submittal is finally approved, the Engineers department will release their portion of the Building Permit. . • Page 3 Your contact person at the CountyEngineering Department is Paul Lennemann, 456=3600. / ` l . . . REQUEST F4R DE5IGN DEVIATION $3o.vo DATE ?Jl4123 ROAD NAME N/A CRP/RID # NIA NAME OF PLAT NIA Plat # N A ADD1tESS OF BLDG 2622 N. Woodruff Road NAME OF BLDG PROJECT Ecolite Manufacturing WarehoIUMG# 89 S08 T„25 R 1 FEDERAL,/STATE PROJECT # N/A PROJECT LIMIT'S EXISTNG CONDI'TIONS: PROPASED IMPROVEMENTS• ROAD WIDTH NIA N/A ROAD SURFACE N/A Ii/A . AVG. DAILY TRAFF'IC N/A N/A Current Traffic Count DeW Year Tiaffic Count PROJECI' DESCRIMON Construction of a~e$-Rrehouse fQ Fnnl i fiP nffanuf PROPOSED DESIGN DEVIATION Us e o f roCk pits for ro of dr inag,e diqnn,smi, 1 The rock pits will be iAsed i-n ala _e Qf dr: well4_ Cal_ui a+; nnQ arp attached for the sizing. JUSTIFICATION: The rock pits are more eos+ effe Qp a~~ f; +i~he all ^~n bae space better than drywells would. With the building 15'pfrom the . Dro7berty inp,- it jgq rli ' ~ Pleaae see attached memo and calqulations. ♦ ! dl ~lllln ~t/ SUHMITTED BY Joe1 G. Lee, P. E. , Metro ~ineerir~, IDc, ADDRESS E. 9616 Montgornery,, So a e1,° ZE? CODE _9 92Q6 PHONE # 609) 924-8065 ADM#USTRATM VARIANCE FEE OF _$30.00 PAID TO SPOKANE COUNTY 1026 W BROADWAY, SFOKANE WA 99260-0170 PHONE (509)456-3600 FAX (509)324-347$ ~ -REQUFST WILL NOT BE REVIEWBD W1'IHO S- ~ CASH/CHECK # RECENED BY DA'I'E ~+aa~.aa► ~s 1 ` ff E~GN D~~o~ , , D . ~ F/C4 v ts ~ ~ TIW e.4 ,,r _,e~ - ~2p - < < , , ~j~ate - ~ ' ' tj`pt App'w ~ wlcoud"dOns ~ ~ ~,~~geT~ ved ~p ~ Prol G trD' uwa-e-I~ . c► ' ~ ~ ~ ' _ J z 9ai- ~ • " , . 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L ~ ~ y ~o .-ka a~ ~~er bo~ • ► ' !lo~abje M4 e e ~ i " w,• ~ er~fi~~ 1 ao~b► SeL . ? ~ ~ Z j~. . ~ ~ r I ~ ~fl g • b2 - , ~f~ Ue~ od l Cv ~ t,~~~ lyc- ~ n b L40' *e Yooz 0 p r3 yL ~ 1 ~J'~ , ~ l - QI t "~`7~ G h t I.S t'li. / QG - ,~,,,~i Qd 4, l-+ Q, I t , it ~,,dsbv = ' , > ro ~ ~ a . 11 ~ A C - 6` = 3• Q 1 o y F-j~ -~S 4v 14, ~ 14 ~ j 4 r L p. p1b c1 ~ , p. 31s f cleep. ~x ~ ~ ~ • r ~ ~n, ~ 444 nu V ~ ~I WW~ \ Y ) / 71 i 0~ ~v b A ~yw GIt1N. ~ ~d• ~ +l~ ~ ~ ~ I' S . • ~ ? . ~ 1~ r \ ~ 1.~ ae.. , I 1 . d r ~ ~ ~ 4R ~1~ I•14 - zo ~ . - • y~ . ~ ~ ~ ~ ~ , ~ u . . , , , R1rWELL BARREL OR GENERAL NOTES wATEWRW C"T°' e"sn'' wau PIvE (TrP ~ m, a,►va eAaFU a,wr,n raa oarwEus NOTE: rnM - so a~c r~s ~►xw / 4: toNS. 1YPI '8~ • 10 W81t YARDS ICtA11UY ~ 36 TOPIS PK P~E ADAPIERS ANO W91ET MAY VARY OR AS SPEdRED p1 ROAO PIJUtS. - IN 91APE At~ SIZE AS LLUSTRAiED 9i 12V OET+uL BY ACCfPTA61,[ AltpbullE 11 ~2 SPEqAI BACIWU YA1FiMAl fOR ORYMELIS 511ALL Gp15IST Or ASxORDANCE M1M AST.Y -C-Iffi wASHEu a+AVU caADo FROM I' To r WATM A wMMn+ a sX PASYNC 1HE U.S. Na 200 SCR[EN, AS 11EASURED 8Y VORti T A YAXYW OF tOx OF 1ME AaREW1[. AS MEASJRIED 8v wEtai, f"~=ADAPTER Y,~µ~~ p~j~• ~ °Q~ PVC ADAPTER 3 °°NCRE'E sLAB S+"u er a"ss s°°° caNCREM (SAND COLLAR) 4 SEE S1ANOARO PIANS SNELIS 8-2 AND e-3 FOR PREGlS100NCRElE OEI+YLS. S. AOJlS1YEMT BLOW SNMLL BE CLYEH? OONCREIE. iINtSNEQ CRADE 8 PRECAST R6ER YAY BE ll5E0 IN COMBINAildl 51EE 91T ~1~ (PAVENENT) Ma ow a, ucu aAaiusrocc elcas „ 7 W►+a vrc PVC K usEo A Pvc AoAPTa sHAu et easTAUro ~ • . ua+TAa o+ vLAc~ e. vPs sHut eE ceouho ono oRrwEUS. 0--,r~ORrARtO AO~SriENI ~ - ~ LONC. SLAB. 2-D' s R (P~~v~+ry~ b ~ ~u ~~r M t YONTAN q1 PIACE =2X- T PIPE . ~ ~ ` . t • ~p D uStuF►ri aaCS o sEE ~ 2 -o• ►roh ~ „ Koh 3 t 12 y I L s~um ~ Patts. ( , ~ ui . IsM WTAu. s+T B-: r ~ AMc u►ER N io E~~ 2 ~ O O C~ ~ I O O I j sm ~ j000~ • ~ ~i°~ sMTgi-2. LUM L ~ L '.i i is 'ci l. ~ r• m TURBED DRYWELL - TYPE 'A' DRYWELL - TYPE '8' 1 SPac~wE couNnr ROVEO st~uro I~ GRAVEL A DEPARTMENT OF PUBUC WaRKS AooPwPm sowc a,aa ao-aoo a ~ PRECAST ORYWEtIS B-~ . ~ e ; ! v r S P C3 K A 1,,.i 1E C3 LT N T Y OFFICE OF IrHE CoUN'i'Y ENGINM • A DN6ION OF THH PUBIIC WOKKS DBPAR'TMSIV!' Ronald C Hormann, P.E, County Engineer Denm M Scott, P B, Daettor -N. E-MO To: Bill Hemrmngs From: Kathenrie M1Uer E I T Subject: Design Deviation for Ecolite Manufacturmg 2622 N Woodruff Date: July 18, 1995 They are proposmg the use of "rock pits" instead of drywells to take care of roof drainage The roof ls made of non-asphaltic matenal and HVAC will not be present on the roof Submitted calculations deLneate the area needed for the rock pits to mauitain 72 uVhr uifiltration I recommend approval based on the site locataon in the valley gravels, and mamtaining the same infiltration as the standard drywell Any overflow would be conditioned to remain on the property--not cross property boundanes 1025 W Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 3243478 TDD (509) 324-3166 SPOKANE ENVIRONMF.II~,TAL OIRDINANCE DETERMINATION OF NONSIGNIFICANCE FILE NUMBER: 95000811 LOCATION OF PROPOSAL: 2622 N. Woodruff Rd. Spokane Wa. 99206 DESCRIPTION OF PROPOSAL: To construct a 25,200 s.f. building for powder coating of pr+emanufaccured aluminum touvers. PROPONF.NT: Ecolite Manufacturing Company/Ron Caferno 9919 E. Montgomery Spokane Wa. 99206 Responsible Official: James L. Manson, Director c!o Thomas L. Davis, Land Use Planner Spokane County Division of Buildings 1026 W, Broadway Spokane, Washington 99260 (509)456-3675 Spokane County, the Iead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made afCer review of a completed environmental checkiist and other information on fi1e with the lead agency. The information is available to the public on request. There is no comment period for this DNS. [X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for the required 15 day review period commencing on Februarv 23. 1995. Comments perhaining t,o tbis checldisddetermination must be submitted/received no later than 4:00 p, m. March-2, 1M Datq-- -2r,,! ~ Signature You may appeal this debernunation within 10 calendar days after it becomes final: The Board of County Commissioners West 1116 Broadway Avenue Spokane, Washington 99260 The appeal must be submitted in writing no later than 4:00 p.m.,March 21. 1995, ,You should be prepared to mak+e specific factual objections. Contact above responsible official to read or ask about the procedures for SEPA appeals. ***r~*********~************~******~*~«*~*r~******~~**~* A copy of the Determination of Nonsignificance was mailed to: Washington State Dept. of Ecolagy Washington State Dept, of Social & Heatth Services Environmental. Review Section Mr. Tom Justus Ms. Barbara Ritchie Spokane County Air Pollution Control Autho~i~-~ 4- Spokane County Engin~r's Office Mr. Eric Skelton a ~ Mr. Bill I3emmings Fir+e District No. 1 Spokane County Health District Mr. Paul Chase FE$ 2~1995 Environmental Heal.th APPlicant ~Mr. David Swink Mr. Ron Caferro ~ ~ • SPOKANE EIf111R0M1ENTAL ORDIMMC[ ~ IWAC 191•11-9501 Sectlon 11 10 230111 a • Enrtromeentsl Lbetkltst ifte No TSO~O •v~ose o/ CAetRllst The Statt EnvironeentaT Po11cr Act ISEPA) cluvter 43.21t ACv. rspulres all qovarrmetal 4genctes to tonslder tAe envlronmental Iwpacts of a prcoozai Oefort mtinq Aeeisloet. M Envlronaentat lapact Statseeei tEIS1 «ust ee orea••ea for alt oreQosats w1th praOsOte s/gnltltant adverse 1cptti oe the oualitY ot the eArlronaent TAe pwpote of tA1s cherRllst Is to provlQe iatorvetior to t►elp you and the •gerttr IOentllr IRpacts Irors you► Oroposal land to redute or avold taqatts /rom the proposs{. It It tan be Ooet1 end to Aelp the aqency declde whet*er aa EtS Is requlre0 Jnstructfons tar Appllc&nts Tels tnvironoental thttkllft aiRs you to Oestrtbe fooa Oas1c lntonaatlon aaaut youe pr4posal. Goverfmental eqtnties ust tt►if chectllst to deteruine .rt+ether the envlronarnul 1cyacts ot your proposat are stqnificant. reaut►Ins preparation ot an EtS Ansrer the qvestlons ertetiy. witb the most prtCise intormattoe knwa, ot glye Ue beit aescr/ptlon you un. You must aniwer escA qvestlon accwateiy .ne c•rerully, co cnr eesc or your tnoMtee9e. ln mosl t.sts, lw sRou1Q ee aple to antrer the 4ttestfons tma Your own oeseryatlons oa project p1ann Mfthwt the need to At►e eqerti. 1f yon rtally do rtot knav the ansrer. ar if o qwstton doti not mlr to yvur prvaosal. Kfte •Qa roat know• or 'Ooes not apply.• Caeplete ansMeTS to the 9uestions naw aay avot0 vmecessarr deiays tater Soae auesttons ast about 9overnaentsl regulations. suth as toninq, sihoreltet. art0 luxdwrt deslynatfons Antver thtst questlonf 1t you tan. 1t yroci have proslms, the gorern.ental agencfes can •sttst you TAe C!►edtllst queSt10n3 aOP1y to a11 parts of yrour proppsals tvtn It you p1an t0 40 tAea over a perioe or eime or on airfe.ent o,•cels ot IanO. Attatb any •dditlonal in/onatlon tNat r111 descrlse yOUr proaosal vr Its em►lroaaeetal ettetts. The aqeiscy to vhlM you subolt tAia t►itekllst wy asr rou to esplaln yatr ansYers or provtde •ddlttonal lntorwtloa rtssonabty related to Qettrolning tt thert ay ee slqntficant adverse tmpatt. Use ot tAeckitst tor ronpro,tect proposals: Cmqtete tA1s Mectlist tor nonprojeet proposal:. evan thouyA questtons u be answe►e4 •does aot •oply•. iN MOTTI011, ta+plett the StWPIQIEttTlll SHM i0R ttO~tPROJECT 1ltf1Qlt5(Vart D~. For nonproject aetloes, the references tn the chrckltst to the «o*ds 'projett.' 'appllunt.• and •property or site' shoula de rad as 'praposal.' •propostr.• and •atfetted 4esgraphte sres.' respttttvely. A. BAOCCR011l10 1. tiame of proposed projeet. tf avvtiuele: ECOLITE WAJi~EHOUSE/'1~1ANUFACTURIIVC FACILITY v.e ot Apptieare• ECOLITE 14AAtt1IaQCTURi14_• P C0MPANY/R4N CAFERRO - Address and pAone eas*ef ot appttesnt or eantaet person: E. 9919 MAN TGOMERY S POKANE WA 9 9 2 0 6 4. ace cheftt+:t oreo..ea: SF.PTF.IulRFR 260 194 s. ,►gem,► ~que:tt~ ~~ecill:t. SPOKAIJE COUNTY RUILDINC DFAARTMFNT e. rroooste ctw+n9 or :caeeute (rnclueinq oh•sinq. Ir .pplic.ele): FMLLtWINTER 1994 L,ANIISCAPING SPRINP• 1595 . 7. a. Oo you have any plans for tuwre addlttons, espanslon. or turther aettrlty nlated to or tomecttd wttA tRls proposal? It pes. emlate., Nn e. Oo you ow+ or have opttons on lalfd f1likr0y Or adjittllt to this prOqOSail lt ret. erplsln. N0,, HAWEVFR, PROPOSED FACILITX IS LOCATED A'i' ONE CORNER OF A S ACRE PARCL•I. 6. list any e+►rlronnental fntonwtfon y0u tnar about tAat Aaf oeen p►epired, or vlll be OrtOared. dirtctlr rtlattd t0 tAlt proAOSai. NOT ANY Rev.2/1/88 1 • , srowrz aenROMxM oRDieurct (3111C 197-11-960) Secetoe 11 10 220(1) ~ ~ . a MCRC1lOQfM (cootlMud) 4 ge yeu 1mor v1Metl+er •ppiicstioes are peodleR tor go•eetmsntsl •prpto•alo oi oti+et propwulm dfscetly a[lectlns tl+r ptepertr eovered bp your ptopopal' tt lee, crplsto NO 10 Llot aoy goveroaeat a4psovals or perott• thaa .rtLL pe a`edsd !or yw: oeopoe.1. ft kneve► I3UILDINC PERMIT 11 Ct•e .briet, eaaplece desecipciee e[ aw r pcepo"l. feu ludletg the psapomed wes asd ttie sfa• oi t M pCoJeet •ad llts. 'Nere •re seveeal Queattow L►ta: !a tA!• eleo4.list tt+ac .st yw to dsseHDe eertsta uoeeto of rant Ptopoool Yw de ewt aecd to repnt tkoes aeavees ou cht 0 Wt~ THE kROPOSED EACTL~ W„~LL BE .A 2S ~ 7.Q0 SF .ONC FTE AND STFFi. STRUCTU1tF LGCA'I ED AT THE F.xTREME NORTH EvGE OF A PARCEL LOGATED IN AN INDUSTRIAL AREA, AND SURRQUNDED (FOUR SIDFS) BY RAIL AND PtiBLIC STRFI=T RI GHT QV WAY S , THE AC I LITY j11T .I. RF tiSFin Tn prnUnFR ('nA'f R(ll►4P FRE MMMFACTURED ALUNlINUM I,QU'VERS, PACKAGE AND WAREHUUSE THEM UNTI L SHIPMFNT. PARKTNC-i 'FOR 2%j CARS WILL BE PROVIDED. SFE ATTACHED PLANS i:. toe&tioa et the p[vposat. Clve avttltteot fa[otmacloa [or a penoo te stdaeseaed cAs pnclae leutlee af yoas Proposed p"seeio lwclodlng a •eRet ad+ireoa, l[ say, aos seettoa. to+ro.Riv aoa seesa. !t 1rnoMn. 1t • ptoyo"l vould oocue erec • nr" ot nea. PsovUt the tsew of beuadaeles ot the •!te(*). Itorlds • lesal deseslptlop. •!ts olao. v!eleiq aao. aed copogsaplsle asp. !t ceasonsOfy avs1LDle. VAils yan ohou11 aLeit oay PLos eequltsd by the agenq, yw are eot replre0 te dNpileat• wao• o• deutied pLne rutsitted w1tA atK pamlt appiieatlon reLted to e!d• elrckliot. NORT DRUFF 9TIZEFTr TRACT 7 0F TRU I T LANP ADD I T ION (VOLUMF "E" OF PLATTS P. 13 SPOKANE CQUNTY) INTERSECTION 0F WOODRIDGE AND JACkSON (4?Eaft 8 f Tz)1-jKe>HtP 2-5 NvIZTN 1 R~~(26 4t E,a07 wM) No j5o8l . ol 13. Ooes the psopo.ed sceloe lfe vtsAto s1K Aqulter Seralctre Ases (ASA)' :1+e Ceaeral ve Mee Ates! :he Irtoslcy Sevee See+r[ee Atn! :l+e Ctcy ot SOotaaa! (Sess Speksoe County'• ASA Oweslnr iene AcL• (ee lwadarles) -0 sL CblMs:= fT APRtC1lR d. Q~flLOSC~'JL QRl62t45 Evalwtloe iof 11geac7 tTae Qaly 1 LA1Cff a Ceaeral Aaeeslptioe of the slce (ntcele o+ne)t CLt, colltus. Allty. staO stoPes. eooataiooue. otAer: FLAT e 1Aat ts the •ceepeet •lopn oo cAe Olce (4ppeostaate peceeeu sloya)! 4% c •fiat `eoeeel type• oI soll• are louM ee the slte (tot esnsple, elar. moed. sta.rl. oeac. wet)• tl yw Ye+av the ciassttteatloe et aarledtucal •olls, •petlty tl+eo and oote aar prtee tatsland ri$AV F.l. d krs tAare surface tnQlcacfoes ot Aiotoq of uns[able soits tn the lmedtste vlelnf:r' It 00. dcscc[be Nn : . ` SPCKAttE EKYtRQMtEKTAL bQ0iM11!(Cf , jYAS 197-11-960) Sectlon 11 10 230(1) a ~ 8 ENY1ROfMEI1TAL ELENENTS(tontfnuld) Eralnatioe FOr Apeecy use Only e Describe the purpose, type, and •nvrozlaate awnttties ot •nr ti11tin9 or qreeing arooosee Indleatt saurct of tlll A SMAL, AMOUNT (LESS THAN 4211) OF STRUCTURAL rILL I'lAY BE REQUIRED UNDFR ?HE BUILDINr,7P-AD fTSIELT. r Couid eroslon oa ur as a result o/ ctearlnq. conseruction, or use2 It so. qeneratly descrlbe NO 9 Asouc wnac oereenc ot the stt: rtll pe tOYlrld rltA lapen/ous furfatti sfttr proftCt construc- tlor (tor e:aeapli ii*alt or Ov11d1n9s)' A proposed aaeasares to redute or eontrol eroslon, or otl+er tmpatts to the sartt+. 1t anr Z. AtR a. ItAat type of esltfions to W str vwlA result from the proposal (1.e.. Oust, tvtaaobflt, odon irtdtistrla{, rood smke) Qurlnq constwetton •nd rhen the proteet ta eopleted2 it any, generslly destrl0e and qtre approsimite auu+tftes tl kaown DURIN(: CONSTRUCTION; AUTOM . Z ~ AFTER CONST F.UCT ION : A SAIALL AMOUNT GF O%IMESS PBgTj.Ci1LATES ( AfOT VISIBLE) FRaM POS+lDEP. COATINC~ AND WATEF VAPOR. e. Are thert .nr otr-site soyrces of e+1::loe: er oQor th•c wy .rtect ywr oroposalT tr :o. - 9enerally desuibe. No e. aropse4 oeasure3 to reQuee or control ealssiona or other laputt to •ir. tt any NONF 3. MUTEA a Surface (1) lf there any wr1ace water boAy oe or fn the tswedlatt rlclnlty ot the tit! lntlu8lng ytar• rouna and seasonal strrass, fattrater, iates, pornls, wetlandsP I/ Yes, de urlbe trpe ana , provtde nan+es. tt appropriate, ststc rAst stram or rfver tt flows into. ~ NO (t) MIt1 the proiect rtqulre aar .iorlc orer. !n. or aejuent to (w;ehln 200 fett1 the destrlped watersl lf res. pla se dettrise and attaeA avatiable plsns N O s • • i~iR~L ORDIlWitL rJAC 197-11-960) Sectlon I1 10 230(1) SlOXAl1L Ci~7ia0 ~ , . is MtR0lt`9.14TAL CLQ!!.'Ir'S (eorelnued) Ev.iwcloe Ior llgentr Use Oniy (I) Esttwee the •souet of I117 and dredse mterlai dst vould be pltttd !n et remoreA froe the surface wtet of Metlands aad tadteace the ates e[ the •!tt eMC vaulA be •/iseced Indleace ebc •ous¢e mi t111 wterlal . NOT AtVY (6) yill cAa psoposol tsavlre •urtace water vtetdgsvals or dNerptons* Cive .:eesral 1escrtp- tton. purpase, and apptostaate qusatltfas. tt kao+rn. NO (3) Ooa• tAe psoposai lls vtthla • 10"esc tiooA platai It w. eote letatLoe on the •tce piaA NO Ooe• the prepoaal tnvolve any dtsclur=es ot vaste matnrlals te wttace vacsesT tf 00. Aescripe cAs qPe o[ vaste sed •ntlelpased voium ot dlselurte. k Ln • 0 Cround: (1) v111 areuudvatet ee wlcMrn►n, or vill vatet be diteturged te srort+dvater! Civa geettal dasettptio:+. {wnooa. sad •ppeosinat• po+atltiee. tt lmora. NO (I) Beaertbe wsste matettai tAAt vlll ba dlsebasted tato the gsouud fsoo •epsit tente oi osber uoltaeY vante [rn wnt tatiltty. Qeaee!!t tAe geoRtal •!tr ol the qste. the mobcr ot boeses to be •eeved (it appllea0le) os the aaaUr oi peewes the syKSS(s) att es"ete0 to rene. RUILDIAIG WTLL LE SElIIERFD (3) TOrLM (4) STM Daaetibe aey qstess, otMr thao tlws• Aeslgaad /or tt+r dlspoMl o[ aaeleaey vuca, lwtalled toi tM pus,oae of disslasaies ileids ►elor the otouo sottue (Iaelvdee srsceae soeh of tlsese [er the dtsvosai ot staes vatls es dtslmse ttm tloor destar) OestHbe ttw tyas ot srstes, the ameuet ot astaciel to be dlepostd ef tArougs the systes •nd the typt• ot Murlolo likaly to be dtsnooed o[ (taeloding mstsrlal* Msleb may eoses tut •yetew loadwtteat>> tAroa=A g9l11• os • tesnlc ot llceittAtlo,s aetivlties). STR(1r4 WATER RUN - OFF FROM PA I WSCURUbl) s b SP(1KANE COUNTY. ROOF r - : t (ROOF lfP NOK-ASPHALI'IC) Id0 ROOFTOP EQUrP'NCF.NT. U111 any eNesfeal• (espeelally oesanle oolvtese ot peteoleuo fuals) be sCatcA la •eaye- sround ot umdergtound •torage tsoluf ti 00. vtut t7pee ao0 Qusatictes of rterlals vtil bc scoted' ~ SPOrAEiL QMxON1dNTAt. OsDIMHQ (VAC 197-11-460) Secttoa 11 10 230(1) , • ~ • e ~ [lfvtlt0y'~lftA1. CLtMf:S teonctnued) :vsiua[ion ►or AgeoeT U~e Onl• (3) Wh~t proteetlve oeasutes vlll pe uten to lesure tNrt lnke et •Otll@ of aar tAtateal~ scoted or used on Oite vtll not ae slloved te pegcolate to grauidvatee (L!►1• tutlndss esarute• . ' to 4eap cheMicals wt of dlsposa1 •yeteom deaetfbed ln 70Iz) •aA 3b(3)` NO LIQUiD CH.EMICALS ARE USED IN TNE COATI.NG Cr-~ «b j/ ~ Gr~l~~ s ~ (s. ~ - sf M4 , L4-- sc, 5"~.5 < <v%.~ , (n u," d1tlu .,04. u b~. c u.tes Runo![ (laeludtas •tem vscer) 1ov% c cM`~t!'ti M 4N (1) Oeeerlpc ttu oouree of tunott tlocludlo; &tees vater) and eet`wd of collectioa aad dlapowi ft anr (taelnde auentltias. L[ ksova) vl+ecs vtl] tAis tateir ILor' Vtll titt• watar llov lato oclur wacers• it •o, desecibe. . 441 SEF 3b (3) J ~ 4. l'i ~G~t~►C I TJ.1C. ~ (2) Jtll .ny ehemleal• bs •tored. Aaadled ee used ee tAe •tte !a • loeatioa vAere a $pltl of 1ea4 vili deaie+ to svr[aea of swovndvater of eo ••tess water dlopoaal systs ai.ew.sing to •uttate of Rroundwter! VQ , (3) Could vaste sstacials eacae graned of suHaes watecmi! i[ eo. geaecally desectee. . ~ d. Fcooosed U"sureo ee rslves of eootsol svttaee, sronsdi, eud emolt vaces loputs, it aey tbe Oeopoaed aetles 1is• vtebla tbe "ior san.tt!•e Area 1e espeelallr eleat eo esplaweloas nl~t~to ~ei~ 4~~toeeeerning 5seeioes 7p(4). 3s(S)q aod k(3) of tbta eMeRitst)t AJ ~ 4. r1.AV:5 a ''beek of etgtte tr9e af vegetattoa [ound oo tl+e sttee declduou• erees alder. muole. aopea. athec everorsee sraes [ir, eedat. ptae. otMt abcvda sr•.s. pastare. iTOP Ot =Tatp. vet soll olaots, eattall. euttsrcvo. bo11wmA. stimlc eapse=e. ott+et wetet pleet• water llllY. eeliress. ailloil. otl+ac othat cypss of +atec.cioo b NAat kled aad asount of ve`etatlon vl1l St reovsa ot aitereaT FJ^' , TliE CRASSES DIRECTLY UNDFR TH • F, dwj PAR.KING AREAS WILL BF STRIM DITATION WILL REMAIN. e Llot tA[n teaed or eodangered •peefes kaown co os on or ntat the •lte NONF. Q YtoPoosd laadeeapteg. we e/ oattwe OLats. ee otAer saasntes to ptteerre ot eeAance •ssetattoo oe ctu .tce. tt .ny GRASSY INFILTRATION AR'E . AC FEW (10) DECIDUOUS TRFES -WILL , BbILDING. SOME LANUSCAPE SCREFNING (LOtiU SHRLiBS) WILL BF PROITIDEII A.T THE PARKINC AREp. ~~1 ~ky j ~O~L ~b.~•~C R~~u~C dCa~►~s~rP~ P ~ SPOKANE EqYiROlQtEMTAI OR0INANCE IwAC 197-11-960T Sectlan 11.10.210(1) 8 ENV1itOM1ENTAl ELEHEMTS (tontlnued) Evelueli9n i0r AMINALS Aqtnty US! Only S t+.cte .ny eira: sn0 animals Mh1ch heve peen osserved o0 or na r the sfEe or are Raarn to be oe or near tAe slte eiro:. hawk, heron. e,9le, songblrOt. Other EJNPETERNCINEP SPECIES Or BIRDS. aeasuls deer. sear. eik. beaver. otner N OrTE I fisA eass. satmon. trout. her►tng. sheillls". otner NON E oLher 0 list sny tArutaned or en4enqere4 sOtties lnc.,.n to be on or nar tAt stte NONF C. is the iftt part of a olgratfon rovte' so. es2lale NOT AWARE d. oropased aoasuros to presene or enAsRCe rildllte. 11 any• NONF S. ENEAGY At1a NAiUM fiES01lA[ES • a. Yhat tlnOs ot ane*gp (electrtt, natural 9as. .rool stove. solar) wtll be nte0 to met tAe tbe tapleted projeet's aRa►gy neeQsi Oe:trlpe .1ether ft vf11 be ated for AtaNnq, maimfac- tur1n9, ete. ELECTRIC FOR r'iPNUFACTURtl G FRMEB'b GAS HEA,T ING F(~R ENV I RONP'ENTAL AN f f T~ ~ • 8~1~1~( f DRY I NG OVFN C 0 ~ p ~ AND A C . e. uoula yau. proJeec .rrea ehe ooeenci.l use oI folar lnt►W Or •4jitl1lt pr+ppwtltf? t+ :o. generally destrfee. tV U c. tin+at rtnOs o/ ener9y coase*•atton teaturrs •re tncluaed tn tee plans ot tbls proposaly llst otAee proposad eeasures to rNute or tontrol eneryr fapatts. II anp BUII,DING tiUILI. MEET ALL REQUIREMP.NTS OF THE VJASHIiVGT0A1 NAN-RESIDEAI'TI . ~ 7. EHVtaOHMENTU NEALTN a. Ate there any anvtromeetal tKa1tA Auards. tnttualnq ezoosun to tocic Me*fuls. rtsk of flre arW axploston. s0i11, or hi=ardous waste. that ta+le oavr as • resutt vt tlHt proposal' !f so. Qrstrtpt. NO (1) Oeserlpe s0ocia1 eoergencr ser,rires that ntqht be • r*ufrtd NONE 6 . SroUrte cHVtILoxrctMTAL 020tWrct • (VAC f97-11-960) Seteton 21 10 230(1) • • e twiRAKmMu. n.nsrxes (concirAme) [valuatfon fot llaencr 0~• Owl? ft.t2R0Ji'MTTAl. HtAL:N (contlnued) (J) ►roposeE eeuuee• to redvcs ar control : lsoemental f►eolth fiaserAs. lt any NONE 'REOUIRED e %ot.m (1) uAat type• of noles eslst !n ctu ese& vAlcA wy et[ett ywr projeet (lor cmsplt• trsttlc. cqufqneat. opetatioo. otbesT SOff TRUCK L,OADTNG~UNLOADIIdS TRAMC (7) vMt tyPes •na leveis ot eolse vwild be creaced bg ot •ssocisted witA the Otofeet oa a short-tess oc • loag-teo essi• (fes eauyles trafIic. cowteoetioA. opiratlae. other)i lndleus vnat bwts eoiee von1Q eone lree the Otts _$AjyF TRU(: K ACT Y VIT AS ADJACENT PARCELS . AC'1'IVITY 11IMI1'ED TO DAYLIGHT HOUF.S t (1) tto9oud ssisure eo re0uce os eonttol rmiae bpaets. lf seps Iynn~F e 1XV0 ,►%TD sioRa.nM WE • Vl+at lo the ensseas wc ot tA: •ite &ad aEJacent propeftles• MOST RECENTLY USED FOR WAREHOUSEz AN EXISTYlvG s ~ s c . f - ~ . ~~U ~ ~~u~I,E~~~ ~Wl~. NOT RECENTLY c Daseribe anr •tcuteare• oe sM •lss (1) 3 0tx 5 0t METAL STORAGE 5RED d wtil aay steuetures De desolfeAed• Tt so. Mleb! NQ e tiAat !o the edscsnt toola= tLsoi[leactoo ot tAe •ltet 1,2 t. w1+at fo el+e eutttnt eaoPrabeosive pLo daslgdtioe oI the •ice? ' ~ s-oltc•ole. vtut 1• the enrrent •Aorellae mecer Pro=cas desipwdoa ot the •tcoE Ha• GaV arl Ot the sIte beto tlaut[!rd an 'Govltoomeaially •aftltin •tee! It •o. •vt •r, Ne , ~~;s:~.~.stslr bov msn7 Paople vould tostde or roek to the eamPleted peostetT 3 - 9 ~ ' • SPO1M Q19Tt0MMNlA1. OiDitiAltR (VAC I97-11-960) Seetloa il 10 230(l) • 0 CRVIROltlQttfA1. ELLIZtC5 (eentleuea) Svalustion fos Jlaeney tlse Oaly ~ Apytosfo.tcly Aov many yeoole vould the toapletca ptojtet dlsoLetI NONE r ►eoposed measures co sVold or teduee disOlae meet lspaets. tt any NOIVE 1 Ptoposed seasuro• to ensure t1+e proposal to eomwtible wltt► e=istloa and pro)eeted Lnd nie• ard plans. !f any I1' IS COOMPLEZEELY CO 'I 4. 9~~IVG a Appcosteateir Rov waay vn;t• vasld pe Oro•LQeQ. anyf Ieateate vbether AldM. •lddlr. of lorlncoae howtog*~ Jr/A b Approate.tely hor aaor units. i[ aeqr. woulA be elldwte/T taeleate whetAer WSA-. mlYle-. ot lortntme Neusfog N/A e r*oDo.ee wnnres to reauce o* contcol AoustaE lopscto. !t any: N/A io. xcsrnrnu s V1,at is the tallest betght ot a+r psopesad stevctare(*). oet leclndlat aacaman! VMc t• tM pdaeipal esteHor ouildlng matecisl(a) pcopeosd• 27' CONCRETE S *sAst vievs ie tloe lmedisct wtcinltr wuld be altttse ot obmcnrctedt NQNE. ROADS OR RA I LS 0N ALL FOUR S I DES C. tcopesed meiiwres co r*due• or conccoi .ewtAstle lapaets. it New: THE ONLY "AESTHET1C" IMPACT IS ENTIRFLY POSIZ'IVE; AnJAGFNT BUILDING STRPCT[JRES ARE N►E1'AL BUILVriVCS. « LI= ~~o CLARE • ftut type ot 1lSAt os sLte vl11 t!» Psoposr/ oeedoee? :flwt ttime o! 487 reuid !c aainly oetuc! NONF • NO LTSE OF "tyALL BRA.CkET" I IGHTIN(;. PAaKINO LOT LIGHTS WILL CONZAIIV CUZ -OFT SHIELDS. b Cou1E lt6ht oc SLts ttoe cbe IfnlsMrd Oforet be • wfety lvsscd ot lottrtero vttA •levri NQ t V!u t tststlns oti-stte soustes ot lltht or ltsee, may atfeet your prooosel• NONE ~ d Propossd ttlsYces co reduet or teattol ll{At and gIaet tepatco t• CF~ Y 1 a e • • StOx4kl1L DR►IRO'aMMfU OaDLpNtCE ~ (vAC 191-i1-960) Sectton 11 10 230(1) •D. QrVI1l0la21RAL Lt.EMEHTS (eenUeucd) E~~In~tlon Fe~ I1Qeecy Vse OnIY 1' RCGR£ATIO': • vhat deelbnaced ana lntonal seeceatlooal appostoalttes *re !a the issrdtatt vlciaftyt NONE b vauld the pcoposcd projeet dlsp 4ts aey estettej rectesttonsl uies' lt so. descrlbe No e Propoted sessutt• co raduee oe eenttol lapaec• en eeeraatioe. includiq` reereacfoml eppertunl- ttes to Ee pro•idea by the ptojeet or applttaet. !f oer _ NONE 13 RtS.0R2C A.vD CVLTVRAI. !7lLSERVA:iO9 s Ars thcre anr Olace• ee objeet• llsted oa os psoposed tor w tiooal. scace or local preverrs- tioa ee=istero knovo to be oa or eest to the •itet ti so. gaaesall7 de aslOe. lV O S Canetstly dest Kbe •or LMmaslu o= erlQsett ot Alaeoslt aesiowlo=teal, se 4 ntt[ie or eultusal tepoecaaee Imawn to Do oe or aext ts the sis*. NONE C. rgoae.ee meesure* to rednte ot teatsel impatts, !t aays NnNF: 14 :rJ11JSP0~:At[0!1 a [dentt[y oubllc stceets and Ai`hvqs aeniaf the •ite od detes[be pcopoeed acee u to the etlatin= strcet systes S1+ov-oe •itt rLes. t[ any. SFE ATTACHED PLANS b I• •1te cnrtent17 setvod bl pnDlle tramte! 2[ oot. vdat to cse •ppee:taatt dietaae• to eAs osarsss tsaasit •topT BUS STQP WITNIN C. Qow maer paskinj •peee• would the eomplatad Oeojees daM! Nov aaay .rouid tM projeet eilalerte• 27 d wtll .'o ;:n~:-! taqnltt any oev coad• et stc« ts. er Improvemot• to e=Iettaa seoA• ot •treas• aot Leeludiog dtiwevayo• if w. geostalty daaestbe (ldlea[e vhetAer On11fe er Prtvate) NANE e •t. peoject use (ot otcus !o e1r l.sedf•c. Ktistty ot) tste[. ra11. or •tT ttaorpottatioot ' • geaeully deseribe _ NO 1T tYiLL NOT MAKE USF OF WATER, RAIL OR AIR TRANSpORT 9 • SPOIGNL aQCIROR'Q.F'JlL ORDIRANtt (w_t 191-11-960) Setctoo 11 IO 230(1) • • S. LnirtoNKRK'AL AMEM (eootinnsd) Cvalastieo for AgenCy Ost On1r 1 Aov sany vel►feuler trlps o« e.r voulQ De generaceE br the eaopleccd pco3act• tt kuwm. ledteate vhen pnk vould oeecn 30r50 g Proposed measure• to reduee or ct+ntrol teanoportatlon tspaets. lt aey NONE l S PIJ6Ltt SERViCES a loeld [As oroject « wtt tn ao !nc►essed eesd ter pulille •eevlee• (tos •a;soplt. (lre Oeoteetioa. polica pcosaettoa. Ataltl+ care. seAoois. ott+er)1 it •o. geaerally dierrtee. lr l., b. tsoposed sesouces to redvse or eootroi dt[imet topaets on pnblfe aeevlees. usts NQNE 16 9-.ILI:ICS s Cisele atilltta• eurteet3y avalLble at the •ite: l~eetsleit~~4tur4i 4a~~wt~~~ [na~` ~ r►lee~('caleolroa'~~~aaitas~ oevq~1 septie mrstas. otMr e. Demtsise the vttlttte• tlut •re psoposed for the ptojact. the utilitr Otori4lns tM •anlte sad cl+s geascal eotitevetioe aettHete• oa the •tte os !a t1►s tardlace vletalty vAleA d;ht ►e aeeded NO NEIY UTILITIES ARE PROPOSED. ALL TAPS AND STUBS HAVE ALREAD . (W tn 4 FAC qm c r iU c'p NFN 1v e WE4 °rA, r U U= v1N, o 11kk-7 lUt~UM~ UIuE ADJAMEJ EFA-ciOdF QCoPE c. s:cNAVM ~ t, the uodecelpsed. Rvnc mQes tAe oenAlq oI pet1usy thmt tM sb"e respowt• are ma0t ttotbtnllr anW to t!e Dest ot sy keonledse io1e0 nodscstaod tl+.t. •tiouid chare M say .H Uiul slsrepeeseotatton or v111[al Lsk ot Iel! dlsalosore oe q 4att, cbe skeac-r may vltldn`~ detttmlastioe e! BONiS11ltICiOCf tlut !t dght lanne la tellaee• vpoo tA!• et+et!list ~_`G V *R& m o.ga: 9 - 7. $ - tl. .ropon.ot C&Pffn fl. o a ' (Ple"s Mot ot :ype) reoyoa.nc= _40A W*.... S[ tnre) ~ Phooe - Pessoe eosplettng [oes Phoa4 rOR SrtAlT OSC aMl.t r , v`~~~~ ~ ~ - v Sta[( aoper(s) ssvlevtes el+etkltst CJW► G-, P-~S based oo tht• statt sevlav ot the envtroaesutsl ehsckllet anQ otl+er pecttota• :•aeaa!lae. the statfa A~ Corclule• tl+at tReca •se aa pto0a01e •tfalttcsnt adverse Lpe: recaeseo0e • deteesld tton et eouslaoilleenee ' Cooelude• t!u t Oroboble •tgoifieaat aAaetee en•teonseeal l.o. . .si u ter the cncreat proposal aad neaeseee• a •lttaattd deter •lnatloe► ot aeestsat[teaote vttA eoodltfof. CoatluQe* ttue tAaee are probasle •lguitfeoec aAveroe eevte+oesrosa. •oputo aed tseas~eads a detaestumtloo ot •tsettiureee I1LtqG Is • /'S 00 10 i . ~ ~ p , ,r-►.~N~,L ~,aa0~:st ow j io1NOl01pE ~Q (QI ps~~ty ► ~7 s , ~ ~ a~ , a C tA ~ ~ • f '~W ~ ~ ~o 46aVRw+^"" fy~ yp4N8 ANUf Ac ~C011T~ 26200 gf F%.ooa lS H 0 Rfif~`F~ t00 ` ~T op dr \ ti F+~ `~0 ~ ~ f 8F0 ~sTr~ ` ~pE16C 4Y~~Q~DA~IN ~~S NEWyo top 6W CAT,1 GA110N GUAB r tg ,q~ 1. . ~ ~ , • ~x~ Al. y~'~ t ~'7~ ~ Li' " p 19T OW 41Ipo ' r t % pEMpy ~ ~ 1 9 u ° jg-Cor~p~ e p ~ 1 6 I j{tNti ~ 'y~i a Jru f ~ h •LIM~~ G ~qO 9 C.F b METEA . 9 ~ i_~ RBVIBW COMMENTS SPOK:ANE COUNTY ENGINFBR DEVELOPMENT ENGINSERING S$RVICFS PROJBCT #:894163 RSVIEMM:Katherine Miller PROJECT NAME:Bcolite MFG DATS:19 July 1995 ADDR888:2622 N. Woodruff R$VIEW #:4 caMMEMrrs The following comments are from comtnents #3a which need to be addressed as per the agreements from the 06/20/95 tneeting.&-- 1) A design deviation for the "Rock Pits" has been submitted, any conditions resulting from it will be required for this project. The coaditions will be faxed out as soon as they are ready...-- 2) Runoff from asphaltic surfaces can not flow over pervious areas ( i.e. gravel, undeveloped), therefore, a curb must exist between gravel and paved surfaces where the gravel is located downstream of the asphalt. Previous plans submitted indicated gravel along the North side of the existing building. T'he other area of concern is along the edge of existing pavement on the South side. Which direction doea the runoff flow? Show elevations. 3) Detail (on the plan) the County standard drywell type(s) proposed f or thi s project.~ 4) 12081 Calculations for the site are required for runoff of asphaltic surfaces (pavement, roofs, etc.) within the Aquifer Sensitive Area. Show the quantity of asphaltic area (existiaq aad aew), volume required and provided, swale area required and provided. S$PA requiremeats atate the eatire parcel must cmply with guideliae gor stormwater maaagemeat. Therefore all runoff from traveled surfaces neede to have "20811. The plan needs to indicate the swale area along with the supporting information (eleva►tioas, calcs, etc). Curb stops need to be placed around the perimeter of the parking area to keep traffic off of the area that will be the foot print of the future building.L.-- 5) Calculations/details proving the adequate performance of grates, pipes, inlets, ditchea, culve3~ts, etc. need to be submitted if applicable. (This comment is intended to cover the parking area mentioned in the above comment) L-- 6) A landscape plan is required to ensure there is no conflict with swale area. 1 7) Approach Pernlifts are required ion al~l new approaches as well as all approaches that wifll be altered~. Contact Sylvia Lightfoot at , ,the County Engineer,16 Department.=Approach permz.ts for county roads will not be issued until a site plan -is approved. ~ r 2 METRO ENGIN18ERING, INC. Civil Fngincwring nnd Projuct Munogenent Scrvim Memo DATE: 7/13/95 TO: Kathenne Milter, Spokane County Engineers FROM: Joel Lee, P E RE: Use of rock pits for roof drainage at the Eoolde Manufactunng Warehouse Attached please find calculations and a design deviation request for the use of rock pits ulstead of drywells to drain a pornon of the roof at the proposed Ecolite Manufacturmg Warehouse As you can see from the calculations, to drmn the porbon of the roof that drains to the nortb, two (2) rock pits wnll te required. The rock pits wnll have the fotlownng dimensions 5' vade by 40' long by 1' deep. The rock prts vrnll be filled with 1-1/2" minus drauirock. A detail of the rock pits ls shown on the desiga plans . ~IPI,~~ft~ PlfBUC S AECEi veD -'~nv POKa^'E CO,lvn~ oP~o~ ~ 7 IGlNqL ~ ~ ~ st'~'"~T,ti • ` ~ ~ , - er,• ~ v~ Q ~7Lq„ To . ~ couNrYEW► .R E: 9616 Mantgvmen Spal►ane, Waslungtcm 99206 Ph. 509-924-8065 Fax 509-924-4884 f • METRO ENGINEERING,INC. Civil Nngu►ecruyg and Protect Mnrwgemtmt Semcm Memo DATE: 7/13/95 TO: Kathenne Milier; Spokane County Engineers FROM: Joel Lee, P E RE: Traffic circulation at the Ecolite Manufactunng Warehouse This is a follow up to our telephone conversation on .Tuly S, 1995 We discussed that if the tlumng mo'vement is sufficieat, the delivery trucks for this project witll be allowed to tuin around ia the cu-de-sac and back into the dehvery docks. I checked the tunung movement in the cul-de-sac using the reqwred tunung ra,d.ius for a smgle trailer semi-truck. The requued outside racLus is 45' The exisring cul-de-sac has a 45' rad'us Therefore, it is feasible for the delivery trucks to tuin anound in the cul-de- sac and back into the dehvery docks Upon complenon of their dehvery, the trucks wrll pull straight out wto the nght of way and avoid havmg to back into the nght of way. Most of the delivery trucks vvill be smaller than that analyzed. , " RECEI VEO SPOK'VE COUNTY OFMK ~+vL ~ 7 Doqft &~ANE ~~LIC p~~:T: UQINEEAi p~ 8Y_ OF B UIIDINp RI VA L AM&y T~ couw ENGIN, E. 9616 M=tgvmcry sp&mrm washiVm 99206 ph. 509 924-8065 r•ax 509-924-4894 RBVIBW COMMENTS SPOKANB COUNTY ENGINEBR DEVELOPMENT ENGINEBRING SERVICES ' PROJBCT #:B94163 RgV=S~BR:Katherine Miller PxOJSCT NA►M:Bcolite MFG DAT8:16 June 1995 ADDRESS : 2622 N. Woodruf f RBVI8W 3a COMMELqTS . 1) A large portion of the minimum requirements that were given out during the pre-application process have not been met. The attached minimum requirement checklist has been marked. Al1 red marked boxes need to be addressed. If you have any questions regarding the checklist, I would be happy to clarify the comments for you. Note: at the end of this document the minimum requirements are also listed. 2) The original SBPA comments for this proj ect are still in effect and will also need to be addressed. See attached. 41_~The letter dated June 14, 1995 to Russ Looney from Steve Case Accounting Technician will need to be addressed before this department will revz.ew this project any further than this document review #3. 41"~A bench mark is a physical mark or obj ect that must be lef t undisturbed by construction. Please indicate what the proposed bench rnark is. ~A traffic circulation plan is required for this proj ect . Show that the trucks will be able turn a=ound and back into the dock without backing into the right-of-way. 6a) A design deviation is required for the proposed rock pits. Please note that the design deviation process does not guarantee an approval. Pt5n f /0,3 w 6b) Submit calculations and adequate details (i.e. dimensions, proposed materials) stamped and signed by a licensed engineer that indicate the proposed rock pits will meet or exceed the infiltration rates that are comparable to the County standard drywell. 7a All traveled surfaces must be paved, therefore any gravel and 1 . non-208 treated exiating asphalt areas will need to be blocked off using either a fence or wheel stops along the perimeter of the paved surface. Indicate on the plan all gavel areas. G Runoff from asphaltic surfaces can not flow aver gravel areas, therefore a curb or like separation must exist between gravel and paved surfaces where the gravel is located downstream of the asphalt. 8) Please contact me concerning the proposed future phase II. e Provide any additional information that has been requested on e plan indicated in red. 69) Indicate all the locations* of the downspouts from the roof area. MIHIMOM REQIIIREMOTS : `A ProPertY deed is re4uired if the aPPlicant decides to Proceed with a Road Improvement District Agreement. This is an agreement to not protest the formation of a Road Improvennent District. This document is required in lieu of making necessary roadway improvementa. A deed is also necessary if right-of-way is required. Vorth Arrow should aPPear on the Plana. benchmark is required for this project. A benchmark is a physical tnark or object used as a reference for elevations. This point must be lef t undisturbed by conatruction. Refer to camQneat 4. i ht of WaY dimensions, from centerline of adjacent roads to 9' property lines should appear on the plans. `JI11 plans submitted to this departrnent are required to have a professional engineer's stamp or registered architects stamp by state law. Architect stamp must include a signature and date. Professional £ngineer stamps must include the current seal and expiration date as well as signature and date. The Engfneeriag Stanp was iateaded to caver only the subm3.tted draiaage calcs aad related details, therefore thia commeat atill staade. 0 Al1 traveled surfaces are required to be paved unless a paving w ver has been granted. Refer to commeat 7a. W-traffic circulation plan is required for this project. This plan may be incorporated into the site plan unless specifically requested to be separate. 2)8 Calculations for the site are required for runoff of 2 ~ . • asphaltic surfaces (pavement, roofs, etc. ) within the Aquifer Sensitive Area. Show the quantity of asphaltic area (existing aad new), volume required and provided, swale area required and provided. S$PA requireoneata state the eatire parcel must comply with guidelfae for stormovater managenteat. Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or builtup roof ing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be i.ncluded in swale calculations unless the H'VAC unit is sealed and aelf contained. Qci l culations/details proving the adequate perfonnance of grates, pes, ialeta, ditches, culverts, etc. need to be submitted if applicable. . Provide details of Spokane County Type A and/or 8 drywells 4~4proach Pernuts are required on all new approaches as well as all approaches that will be altered. Coatact Sylvia Lightfoot at the County Fngineer's Department. Approach permits for county roads will not be issued until a site plan is approved S landscape plan is required to ensure there is no conflict with swale area. 3 . L SP O K A N E C O U N T Y OtFra oF'Im CouNry F.NcmsR • A DcvtsroN oF txE Pust.tC Woxtcs DsPaRnavr Ronald C Hormann, P.E, County Enguiieer Dennis M. Scott, P.B, Dlrecbor MEMORANDUM DATE Feb 28, 1995 TO Tom Davis FROM: Paul Lennemann EIT ~ SUBJECT SEPA Thank you for the opportunity to comment on the environmental checklist for Ecolite at 2622 N. Woodruff (B94163). Compliance with the "Guidelmes for Stormwater Management" is required for the entre parcel. Appiicant shouid contact the Spokane County Building Department for c:ompliance to Fire Apparatus Access Standards. For any new or modified access to the Public Right of Way, an Approach Pernnit will need to be obtained. Typrcal road improvements will be required for developments of this nature However, as an alternative, the County Engineenng Deparcment will accspt an RID/CRP agreement Please contact the Engineers for infomnabon W 1026 Broadway Ave Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 4564715 TDD (509) 3243166 . R.EVIEW C~MMENT.S SPOKANS COUNTY ffiNGINEER DEV$LOPMFNT ENGINBBRING SIERVICES PROJSCT #:B94163 RSVISWSRaItatherine Miller PROJt3CT HAME: Ecol i te MFG DATS :14 June 1995 ADDRSSS:2622 N. Woodruff REVIE'W #:3 COMMENTS i) A largre portion of the mi.nirnum requirements that were given out during the pre-application process have not been met. The attached minimum requirement checklist has been marked. All red marked boxes need to be addressed. If you have any questions regarding the checklist, I would be happy to clarify the comments for you. Note: at the end of this document the minimum requirements are also listed. 2) The origi.nal SBPA comments for this proj ect are still in effect and will also need to be addressed. See attached. 3) The letter dated June 14, 1995 to Ruse Looney from Steve Case Accounting Technician will need to be addressed before this department will review this project any further than this document review #3. 4) A bench mark is a physical mark or object that must be left undisturbed by construction. Please indicate what the proposed bench rnark is. 5) A traffic circulation plan is required for this project. Show that the trucks ws,ll be able turn around and back into the dock without backing into the right-of-way. 6a) A design deviation is required for the proposed rock pits. Please note that the design deviation process does not guarantee a 6b) Submit calculations and adequate details (i.e. dimensions, proposed materials) stamped and signed by a licensed engineer that indicate the proposed rock pits will meet or exceed the infiltration rates that are comparable to the County standard drywell. 7a) All traveled surfaces must be paved, therefore any gravel and 1 non-208 treated existing asphalt areas will need to be blocked off using either a fence or wheel stops along the perimeter of the paved surface. Indicate on the plan all gavel areas. 7b) Runoff from asphaltic surfaces can not flow over gravel areas, therefore a curb or like separation must exist between gravel and paved surfaces where the gravel is located downstream of the asphalt. 8) Please contact me concerning the proposed future phase II. 9) Provide any additional information that has been requested on the plan indi,cated in red. 10) Indicate all the locations of the downspouts from the roof area. MINIMUM RBQIIIRBMENTS: A property deed is required if the applicant decides to proceed with a Road Improvem+ent District Agreement. This is an agreement to not protest the formation of a Road Improvement District . This document is required in lieu of making necessary roadway improvements. A deed is also necessary if right-of-way is required. North Arrow should appear on the plans. A benchmark is required for th.is project. A benchmark is a physical mark or object used as a reference for elevations. This point must be left undisturbed by construction. Right of Way dimensions, from centerline of adjacent roads to property lines should appear on the plans. All plans submitted to this departnnent are required to have a professional engineer's stamp ar registered architects stamp by state law. Architect stamp must include a signature and date. Professional Bngineer stamps must include the current seal and expiration date as well as signature and date. Al1 traveled surfaces are required to be paved unlesa a paving waiver has been granted. A traffic circulation plan is required for this project. This plan rnay be incorporated into the site plan unless specifically requested to be separate. 1208' Calculations for the site are required for runoff of asphaltic surfacea (pavement, roofs, etc. ) within the Aquifer Sensitive Area. Show the quantity of asphaltic area, volume 2 required and provided, swale area required and provided. Provide a copy of =oof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or builtup roofing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculatiorrs unless the HVAC unit is sealed and self contained. Calculations proving the adequate performance of grates, pipes, inlets, ditches, etc. need to be submitted if applicable. Show a typical section of a swale. The swale must be sodded andside slopes should not be steeper than 2:1 for up to 12" in depth. For swales with greater depths use 3:1. The top of the swale should be a minimum 2 in. above the drywell lid. County Type 4 drywell lid for drywells in 208 swales. Specify on the drawings this type of lid.The County requires a Spokane Provide details of Spokane County Type A and/or 8 drywells Approach Perntits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Engineer's Department. Approach permits for county roads will not be issued until a site plan is approved. A landscape plan is required to ensure there is no conflict with swale area. 3 f S P O K A N E C O U N T Y OFFICE OF TrIE COUNTY ENGIIVEER • A DNISION OF THfi P[JHLIC WORKS DEPAR't11tENT Ronald C. Hormann, P.B, County EngLneer Decuus M. Scott, P fi., Duvctor March 6, 1995 Ecoli#e Manufactunng Co Pasold Architects Paul Mathews 926-9555 A review of the road, drainage, or site plan for the above-referenced building permit has been accomplished Areas of concem to the Spokane County Engineering Department are indicated in red on the attached plan set and caiculabons marked "ORlGINAL" Please make the corrections and re submit them to the Butlding Department in order that the review process may proceed Highlight all changes to the resubmitted plans and include the comment mark-up copy with them. Please note that the plan set and calculahons marked "ORIGINAL" are official public documents and must be retumed with the revised plans and calculations Review of the r+evised plans wlil not proceed untll the "ORIGINAL" set Is retumed tio the County. !f you have any questions about this review, please contact us at 456-3600 Thank you Very truly yours, Ronaid C Hornnann, P E Spokane Coun#y Engineer . Kathenne Miiler, E.1 T Plans Review Engineer 1026 W 8roadwaq Ave • Spokane, WA 99260-0170 •(509) 456 3600 FAX (509) 324-3478 TDD (509) 324-3166 ~ / * Ao, tl J S P O K~ N E C O U N T Y OFFICE OF THB COUNIY ENGINHER • A DMSION OF TN& PUBLIC WORICS DBPARTMEN? Ronald C Hormann, P E, County Engmeer Decnis M. Scott, P.E., Director SPOKA1VE CO UNTY ENGIIVEERING DEPfi. MINIMUM REQUIREIWNTS CHECKLIST Project , l3 9y1 & 3 County Reviewer~ ~ f~,. ,~;,,..m,%l, CVS-& ' 3&ot~) The following is a list of minimum standard items used in reviewing plans for building permrts. Without these mmimum reqwrements the Spokane County Engineer's Department is not able to perform a review of the projec#. The project wiil be retumed to the applicant or hefd without further review unUl the minimum items have been submitted ~ REQUIRED BY THIS PROJECT ~ NOT APPUCA8I.E TC THIS PRWECT An agreement to pay fees must be received before review of the plans will continue it is an agreement between an interested party (owner,agent, etc ) and Spokane County to reimburse the County for accrued cost in revieHnng the plans O31.0 A property deed is required if the appiicant decides to proceed with a Road Improvement District Agreement This is an agreement ta not protest the formation of a Road Improvement District. This document is required in lieu of making necessary roadway improvements A deed is atso necessary if right-of-way is required 00 North Arrow must appear on the plans 0 0 An apprapriate scale is required for the ptans 09 13 A benchmark must be shovm on the plans. A benchmark is a physical mark or object used as a reference for elevations This point must be left undisturbed by construction. 013 Road names must appear on the plans 1026W Broadwaq Ave • Spokane, WA 99260-0170 •(5a9) 456-3600 FAX, (509) 324-3478 TDD (309) 324-3166 ~ ~ . • Right of V1/ay dimensions, from centerline of adjacent roads to property lines must appear on the plans 0 0 Property iine dimensions of the entire parcel must be shown, not just the portion being constructed 1313 Land reqwred to be set-aside for future acquisition by the County for future right-of- way needs to be shown on the sde pian. Required 208 swale areas must be outside of set- aside area 0 0 Provide contours or sufficient spot elevations to cheqk site grades. One-percent is the minimum requirement without special construction requirements by a licensed engineer 4A0 Ali pians submitted to this department are required to have a professional engineees stamp or registered architects stamp by state law. Architect stamp must include a signature Professional Engineer stamps must mclude the current seal and expiration date as weii as signature and date Both must be currentiy registered in the State of Washmgton Designs which exceed simple 208 design procedures must be stamped by a licensed engineer t10 All traveled surfaces are required to be paved unless a paving waiver has been granted WO A Vaffic circulabon plan is required for this project. This plan may be incorporated into the site plan unless specifically requested to be separate PM'208! Calculations for the site are required for runoff of asphaltic surfaces (pavement, roofs, etc ) withm the Aquifer Sensitive Area Show the quantity of asQhA~tir. ar a, vo__ I,~me required and provided~ swale area required and rowded PQ11 Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or built-up roofing is required to be handled by a swale If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculattons unless the HVAC unit is sealed and seif contained 0 11 Certain locations within Spokane County Require special testing to determine suitability of soil for drainage Provide a detailed soil/site report from a Iicensed geotechnical frmn. Report must include soil logs to 20 feet in depth or bedrock, indication of ground water and infiltration tests. ~ ~ Calaulatons proving the adequate performance of grates, pipes, iniets, ditches, etc, must to be submitted Dk0 Show a typical section of a swale The swale mW be sodded and side slopes should not be steeper than 2:1 for up to 12" m depth For svwalet with greater depths use 3• 1 The top of the swale should be a minimum 2 in above the drywell lid 1313 Provide bottom of swale elevations 00 Prowde drywell grate elevations 0613 The County requires a Spokane County Type 4 drywell lid for drywells in 208 swales Specify on the drawings this type of Ijd. ko Provide details of Spokane County Type A and/or B dryweils 0 13 A letter from SCAPCA is required for projects requesting a pavement waiver The letter is obtamed by this department after a written request is received from the applicant A pavement waiver is required when a portion of a site is not paved when otherwise required to do so 130 All parcels must be aggnegated tf impossible, a reaprocai use agreement is required for this project it is an agreement between the owners of two or more parcels granting reciprocal use befinreen the properties. Sduations that may require this agreement include ingress/egress, parking or dramage across property lines This agreement is a legal document between the parties involved For more information, contact your land use attomey. ;40 Approach permits are required on all new approaches as well as all approaches that wil be altered Approach permds will be available after finai approval of the site/drainage pian. 01 0 A Landscape Plan is required to ensure swale areas are not conflicting with landscaping. 0 0 Complete road and dramage plans are required for improvements to the roadway Mylars with the developers signature will be required before the plans are approved by Spokane County. 1:10 A bond or some other form of financiai surety approved by Spokane County is V ~ • ~ ~ required To rexpedite,your request for a buiiding permit, the, County has 3 pre-approved bond fomnats Ifyou choose to use a dderent format; a member of the County's legal staff will have to review the , language. This will likely result in delaying the permit review i process. The amount of the bond will be calculated by the County after the first submittal This list is not, inciusive of all of the requirements needed nor will fulfiilment of these , minimum requirements automatically result, in approval from this,department This checklist is meanti to ,help expedite the review process by assuring that minimum items are available. The County weicom`es comments conceming this,checklist to assure ; that"it is fuffilling its purpose - heiping the review process be more efficient Piease direct all comments in uvriting to Dev.elopment Engineenng Services 1026 W. Broadway Ave. Spokane WA 99260-0170 REVIEW CONMSNTS SPORANE COUNTY ENGINEER D£VELOPMENT RNGINEFRING SBRVICBS PROJSCT #:894163 R$V=EWER:Katherine Miller PROJSCT NAME:Ecolite MFG DATE:6 March 1995 ADDR$53:2622 N. Woodruff R$VIEW #:2 COMMENTS 1) A property deed is required if the applicant decides to proceed with a Road Improvement District Agreement. This is an agreement to not protest the fozmation of a Road Improvement District. This document is required in lieu of making necessary roadway improvements. A deed is also necessary if right-of-way is required. 2) Right of Way dimensions, from centerline of adj acent roads to property lines should appear on the plans. 3) Provide contours or sufficient spot elevations to check site grades. One-percent is the niinimum requirement without special construction requirements by a licensed engineer. Also, please give spot elevation where they are requested (in Red ink,) on the drainage plan. NOTS: Show with spot elevations that the runoff in basin A does not drain off the perimeter of the asphalt surface. 4) A traffic circulation plan is required for this project. 10 feet between the CIP wall and the property line does not appear to be enough room for truck accesa to the refuse bins. NOTE : Contact the refuse disposal service and verify what space and turning radius they can work with. Also, show that the trucks will be able turn around and back into the dock without backing into the right-of - way. 5) Provide a copy of roof detail sheet or state construction of roof. Metal roofs do not have to go to a swale, while asphaltic or built-up roof ing is required to be handled by a swale. If HVAC equipment is proposed to be located on the roof then the roof area needs to be included in swale calculations unless the HVAC unit is sealed and self contained. 6) If the roof is constructed from non-asphaltic material and HVAC does not exist on the roof, the runoff can be tightli,ned to a drywell. If this is the case, please detail the roof runoff flow r path. Also note that a 10-year Bowstring calculated by an Bngineer registered in the State of Washingtan, will be required. . 7) Please provxde a detail of Spokane County's type B drywell. 8) Approach Permits are required on all new approaches as well as all approaches that will be altered. Contact Sylvia Lightfoot at the County Bngineer's Department. Approach permits for county roads will not be issued until a site plan is approved. 9)All traveled surfaces must be paved, therefore any gravel areas will need to be blocked off using either a fence or wheel stops along the perimeter of the paveti surface. 10) All runoff from asphaltic surfaces must drain to a 208 swale, therefore the drywell located on the truck dock is not acceptable. 11) Backwater calculations wi11 need to be preformed by an Bngineer on the 8 inch PVC pipe connecting the two loading docks. 12) Please clearly def ine all three basins using spot elevations to show the ridge lines between basins. It is unclear what 208 swale basin C runoff will be collected in. 13) The corners of Swale B and A appear to overlap, are these two swales hydraulically connected? If 6" curbing around swales is required by the planning section, locate and submit calculations for curb openings and concrete inlet pads. 14) There appears to be a low spot located within the dock for refuse bins. Will a pump be placed there in order to deliver the runoff to a 208 swale? The water is not allowed to remain. 15) On the swale cross section, pl.ease show that the sod terminates flush with the drywell lid. ~ ~ /PiERIVI T DOCUMENT TRANSM TTAL _ Spokane County Division of, Buildings 1026 W Broadway Ave , Spokane. WA 99260 Project Address: Z(42oZz t~l. w o o~~u F~ Project 6usiness Name: cro CONTACT: oN v-%/ PhOrte: Mailing, Address: COORDINATOR: ~5ioor-r- x:bw-" Phone: W ~ ~~oac~ ~.y!W's o~ ~R v ~ IN5L DOCUMEtVTS CIRCULATED F_ , # NTY Description ~ , ~I~~' H~ ~ U4 P 1/V U , W0 V2.&U. - NAyg X x X '~e A u~.04Ct~ ~'~AIrC~ x I L~uDStAP~ "~i.aA~+ k , k k I Received By II I Date,of Transmittal: Circulated by: JUL 3 1 1995 ~ ` SPaKANE Cou►l1) EAWNEcR ; . , _ _ , VAItIANCc $ APPLICANTS NAMF= I" ~ a[.oG m. 4~~ ~ ~ OTHER * MAILiNG AD D CtL• S$ ~P•'y s 8 , -c R 5r rpkeA - x~, d co PARCEL * `~rO21• PHONE - HOMF ROAD NAME &j00 j/+u ~ lez PH4NE - WOItK 'Y1ic followiag documents ace necdcd bafara che Spokaae Couary Cngtacct's Departaieat caa begtn processtng your vanaace or buddung applicauon as approved. (509) 456-3600 AGRELMENT TO PAY FEES lLave been co llected. • ~ RECORDED COPY OF DEED, DEED OF'I'RUST, coatraa or conveytng insuumeaL Taese may be obcamed frofla the Counry Auditor, 2ad Qoor of Etie Courctiouse. : LEGa,L DESCRETION of yvur aceez easemea~ A LISTING OF NA1V1F•5 of iadividuats whA will be sigaiag the docuaaeats. 'Ihese mdivldual aames- . _ stiould appear as the poson(s) iegally sign cheu dame- a CURRENT A.SSESSOR'S iMAP wluch depicss ttie Ioaaoa of your propeny. OWNERSW 1rQCR0•RUN. 'Mese asay be obt=ed from ctie Counry As.sessors, I.sc flovr, of che ~ Courthouse, Jeffersoa entrance, 2ad dooc an the left ~ • 'Y'he necessary documents will be prepared by the Eagiaeees Departmeat, Righc-of-Way Sectioa, upon prwstoa of the iaformacion aoced above. You wdl be noc~',ced whea ttte documents ara ready for sigaature. 'I'he documents may be senc to yow however, I'T SHOULD BE NOTED TSAT ALL SIGNAZ'tJR.ES MUST BE NOTA1tTZED. "Ihe Eagiaeees Deparcmeat does have oocanes awaIable Lf yvu choosa co sign che documeacs at our office. PIease caI! wttea ceady Please mad wtien ready Nouce to Public o Right-0g-WaY coMMENOrs mo 1 ~ ik' Z164~ Itight-0f-Way Agenc cLIv Focward co you froan k\pltlnouoc.t9Z 95C 1102"n vo1. 17.4 'f ~6 3 • - ~ ~ • ft=i # '/P~ P4 Q 1.f'r Log tn taate. '0 ;,0 Aoad 14amWMo~ ouft• I-Lov k - r `JB It ~ 1 + purpo". ~a~ • ~ *~~J Propsred ~ . o . b 43 t~ ~ eq By, (Land Dsv) ~ r~ ~ ,,U~ NDTICS TO THE PUBLIC ~1tt1R S{ q , ~ r wa~N RID WAxVER, AGREEMENT AND COV"ENANT= ~lf PUIKIJOW ALL MEN 8Y THESE PRESENTS, That Ronald N. Caferro and xerrp H. Caferro, husbarztl and r,rife, , being the ownera of the following deecribed lartde in cvneideration of Mutua]. Senefits to be hereafter derived da fvr themoelvesr their heirs, qranteea, aesigns and succeeeor(e} in interest hereby aqree to authorize spvkane Gounty to place their narne(a) on a petiticn for the formation of a Raad Improvement Dietrict (RIn) 1vy the petition method pursuant to Chapter 35.88 RC'W, which petition includee the owner(s) property, and further not to abject, by the siqning of a baxlQtr ar net to proteet ~ to the formation of a RII? by the xeeolutfan mgthad purauant to Chagter 36.88 RCW~ ~ which reeQlutiara includes the awner(e) prvgerty. If a RID 3.s fvrmed by ei.tlaer the petition or resoluticn methad, ae ptovided for in Chagter 36.88 RCW, the ovrne=(a) or eucceeeor(e) further ggreas 41y that the #.mpravernerite or conatrwction eantemglated within the prapaeed RZD are feasible, (2) that the beneflte to be derived from the fvrmation of khe RID riy the property inGlvded therein, together with the amount of any Caunty partiClpation, exceeds the cast aad expenee of farmaCion at the RID, and (3) that the prvperty within the prdpased RID is eufficiently develvped, Provided, .further, the owner(s) or eucaeeeor(e) ehall ratain tha right, as authorized Under RCW 36.88.0901 to object to any aesesernenttey on the property ae a xeault o€ the intproaements c$lled far in cvnjunctivn w#,th the farmation of a RID by either the petitivn or reeclution method under Chagter 36.8A RCW and to appeal to the Superiar Court th~ ~ecisivn of the Board of County Cammiseianers affirming the final aesesoment roll. It is further agreed that at ettch tirne ae e►n RID ie created or any Road Imgrovement Project in sarictianed by Spokane Gaunty, the improvements required (curb, efdewalk, drainage cantrol end paving to exiating pavemeat) ehaYl be at the sole expenee of the uridersigned ownex, thsir heirs, granEeee and assigna without any manetary garticfgetfon by 3pokane Caunty. ' :7-' ' R 1 7f"f The RID waiv+er cvatained in thie agreement shall expire after ten (10) yeare from the datie of ex+acution belaw. However, at the expirat#.on c9ate the owner (s) or euccessor(e) agree to construct the reqtYired improvemente at their vwn expensel PaY to Spokane Caunty the then estimated coet of ttse xequized impravements to enable the Caunty to vomplete the samel ar furnieh a bond or vther eecure nrethod euttable to the County, prvvfdinq Por or escurl.ng to the County the actual coastructian of the improvemente. The above canditions and covenant apply to the foliawing deacribed prop+ertys ~ Taract 7 of FRUITIAND A.DDIfiIOiJ, as ger plat thereof recoxded in Vo].urae "Et' of Plats, Fage 13. Spokane County, Washingtan. Located in Section 8, Township 25 North, Range 44 East, W. M. (aver) ` . VOI. 17 4pi PAGE 0 6 3 5 These requiremente are and shall run with the land and ehall be bindinq upon the owners, their heire, eucceeeore or aeeigne. our hand e and seal e thie /44Nday IN WITNESS WHEREOF, We have hereunto eet of July , 19 95 . ~ ik z 4 Ronald N. Cafer,r6 . AI. Terry H. Caferro ~ STATE OF WASgI1~GTON ) " COUNTY OF SPOKANE ) ee On thie day pereonally appeared before me Ronald N. and Terry H. Cafexro, peraonaliy known to me to be the individual(e) who executed the torgoing inetrument and acknowledged the esid fnetrument to be the free and voluntary act and deed of eaid individual(e), for the ueea and purpoeee therein mentioned. Given under cny hand and eeal thie 164y~ day of lg 95 ,~w~~f~+ftf#~f~*ftff~~rr~ ~ . ~ NOFrAlqyPusw N #ayVPublic In a d for the State of ~TMB aTa~ oF wnsOortoN ; qq1fMOND T. MOON Washington * My oomMjseloH EXPWM * reeiding at Spokane ~ * JUNE 21.1897 • • ~ M . E ~ Rsvi$w corMENrs SPOKANS COUNTY BNGINEER DgVBLOPMBNT ENGINEFyRING SERVICBS PROJSCT 894163 R8V=is: Katherine Mil ler PROJBCT NAME:Bcolite MFG DATS:19 July 1995 ADDRESS : 2 62 2 N. Woodruf f ItBVIEW 4 COMMEN'PS The following comments are from comiaeats #3a which need to be addressed as per the agreements from the 06/20/95 meeting. 1) A design deviation for the "Rock Pits" has been submitted, any cond.itions resulting from it will be required for this project. The conditions will be faxed out as soon as they are ready. 2)Runoff from asphaltic surfaces can not flow over pervious areas ( i.e. gravel, undeveloped), therefore, a curb must exist between gravel and paved surfaces where the gravel is located downstream of the asphalt. Previous plans submitted indicated gravel along the North side of the existing building. The other area of concern is along the edge of existing pavetnent on the South side. Which direction does the runoff flow? Show elevatioaa. 3) Detail (on the plan) the County standard drywell type(s) proposed forthis project. 4) ' 208' Calculations for the site are required for runoff of asphaltic surfaces (gavement, roofs, etc. ) within the Aquifer Sensitive Area. Show the quantity of asphaltic area (existiag aad aew), volume required and provided, swale area required and provided. SEPA requiremeata atate the eatire parcel must caamply with guideliae for atozmwater managemeat. Therefore all runoff from traveled surfaces needs to have u208'~ . Tbe plan needs to indicate the swale area along with the supporting information (elevations, calcs, etc). Curb stops need to be placed around the perimeter of the parking area to keep traffic off of the area that will be the foot print of the future building. 5) Calculations/details proving the adequate performance of grates, pipes, inlets, ditches, culverts, etc. need to be submitted if applicable. (This comment is intended to cover the parkin.g area mentioned in the above coAUnent ) 6) A landscape plan is requ.ired to ensure there is no conflict with swale area. 1 o ' . • 7) Approach Perinits are required on all new approaches as well as all approaches that will be altered. Contact ~Sylvia Lightfoot at the County Bngineer's Department. Approach permits for,county roads will not be issued,until a site plan is,approved. 2 JUL-G10-177zo tt7• +r~ ..r.... . . . - - ~ 0. CONTRACTORS SINCE 1906 July 20, 1995 210 '9pUM wPZHtiroG104v 3TTW _ SPOKANE WASMC70N • 9p1C4 02d ZZdd • FAX 024?: 7d Mr. Denni$ SCOtt, P.E., Di=eCtor , Spokane County Public Works ~ 1026 West Broadway Spokane, wA 99260 , Ref erence : $colite ldaauf actnsiug Campaay Warehouao Phaee 1 Pro j ect Nambss a 894163 Dear 1+Rr . Scott : Uo you remember my project off of Montqomery and Arqonne where you were of qreat assi9tance to ue regardinq the sewer connection feeT. The pro3ect is aow beinq held up by the Spo3caae Couaty gnqineess. I am eo dissapoirited in the lack of concern shoam by them that I have tried tv reach Conmi.a8ioner Harrig for the third time during the processiaq of this permit. Iwill be speaking to him when he return8 next Tueaday. Ia the mean tims, I have been working lonq bours at considerable expenee wben you coasider I have three enqineera and Gifford Consultants on the payroll tryinq to eatisfy Kathe=i.ae Miller aad the rest of the people in the buildinq. I have paid thousands of dollar$ ta comply, and I will continue to cvauply qivea the time I need to respond to page af ter gaqe of 143.ekey Mouse bull9hit f rom the eagineers. What I am requeeting of you in to direct Ren Jeffries of the building departaceat to release my next Fastrack penai.t so that I may keep sozae Bort of $chedule aad work throuqh tbe is6ues to everyone'e satisfaction. I have Spilker Masonry, Cobra Corporation, Quad State Steel Srectors along with the crew of S.G. Mor.in aad Son, inc. woadering if they'll ever be a.ble to proceed with tbis important project. If you will release my aext Fa6track permit as requested, I qive you n►y word that I will continue to do ary beet in working towards resolution of the degartmeats concerns. i would appreciate hearinq from you imaediately with a reepvnse. Thank you. Very truly yours, S. G. MORIa MD BOX, INC. OU410 L.~d4v, Ruse Looaey Project Manager TOTAL P.02 ~ i , / . , . . , L~ . , . . J . r . ' , . . . , ~ ~ SPO ' COO- \ ► K DEPARTMENT Oi-.J.UHDlNV S WEST 1026 BROADWAY o SFOx:AvE, WA 99260-0050 ` (509) 456-3675 t STrE INFORMATION PROJLCI' DIFORMATION ~ SITE ADORESS: 2622 N HOODRUFf RD PROJECT NUMBER: 95000811 [SSUE DATE: 06/21/95 SPOKAME W1 99206 PERMIT USE: MAREHOUSE - fABT TitACK (SMELI ONLY) PARCEI IilM 8ER : 65081.0157 APPLICART: ECOLITE MANUfACTURiN 'SUBDIVISI011: ftiUITIAMD ADO. PNONE: 509 922 8888 LOT: BLOdC: ZOIIE: RI ADORESS: PO BOX 11366 SPOKANE YA 99211 JMSPECTOR: SR tNS'PECTOR CONTACTs RUSS LOONEr (S 6 MOR PHOaIE: S09 624 22" YATER OIST: SETBACKS FRONT: 12 LEFT: SS RtGlITs 330 REARa 15 OYNER: ECOLiTE,NANUFACTtJRINQ LENDER NANE: PHONE: 509 922 8888 PHONE: ADDRESS: PO 80X 11366 ADDRESS: SPOIUINE YA 99211 ~ _ - _ - - PERMff(S) ~ , ouiLuFWC-PEM GONTRACT uNmm 45. G~. vvtbgjg 9sm, LICEMSE 0: UNICIiM MEY BUILDING ~ DIM.= 180 X 180 1 STOR IES Sa FT = 25200 YAREHOUSE B•2 IIN 14600 ~ TOTAL VALUE: W81.376.00 i COMMERCZAL VALUATiOM 1276.50 PIAN REVjEY fEE 829.73 FASTTRAGC FEE 2106.23 EMVIRONMEMTAL,REYIEY 75.00 STATE SJRCHMGE 4.50 ENOIMEERS REVIEW 50.00 COPMERCIAL- SURCHARGE 379.12 iACa• INDUST lAllE US'E; 325.00 ZOCO=COMM SafT-10-509C; 215.00 TGIAL PERMiT FEE $5,261.08 I ( PAYMENr svMMAxY rtoTEs - - ~ PAYKEMT DATE RECEIPTS PAYMENT AMOUMT PROJ': GOORDENATOit:,JEFF FORRY FAST TRApC APP&OVAL PER SPECiFIC CONQITIONS OUTLINED tN 02/24/95 00001285 t2,064.78 1HDIVIDUAL PHASED APPROVALS. 06/21/95 00005458 f30196.30 SPECI f lC PNtKING AND LANDSCAPtNti PIAN APPROVAI REOl1IRE0 FlRE DISTRiCT APPRONAL,REQl1IRED PRIOR TO FRAMING TOTAL fEES AMi01J11T PAiO AMOUNT OYiNG s5,261.0e s5.261.08 a.oo FAST TttACC'pER11IT 8r: JEFF fORRY ~ • ~ ~ S K A N E~i G A U N T Y DE!'ARTMENT OF BUILDINGS • A DIVISION OF THE f UBUC WORKS DEPARTMENT JAMES L MANSON C B O, DIRECTOR DF.NNIS M SCOTT. P E, DIRECTOR Fast Track Approval #1 S G Morin & Son, Inc Date June 21, 1995 214 S Washington Permit. 95000811 Spokane, Washington 99204 Name Ecolite Manufacturing Job Loca'on 2622 N Woodcuff Gentlemen Pursuant to your fast track pernut, please consider this as approval to proceed with the footings, and foundation only! (No backfill until subgrade insutation issues are resolved) "NREC Report Submitted" Drawing numbers identified as Foundation Ptan and Details Sheet 1 of 1 "Construction is aot to proceei beyond this approval." Specisl ApprovaVInspections required for: Sign off fiaal report soil compaction - (concrete exempt 2,500 P S I) bolting high sirength Approved agency perforniing work• Howard Consultant, Inc. Remarks Below grade water semce sizes must identifjr structures future need, i e, future sprinkler systems, etc. Restroom rough ia below grade must address barrier free design. The Division of Engineering comments #3a dated June 16, 1995 must be resolved as weU as any issues that develop as a result of future submittsls before additional approvals can be granted Please caU for appropriate inspections - i cer~y i r ~n Jeffrey ecial Proj Administrator c. Russ Looney, Project Manager Ron Caferro, Owner/Ecolite Dick Bedow, Inspector File 1026 WFST BROAOWAY AvENITE • 5POKANE, WASHINGTON 99260 •(509) 456-3675 FAX (509) 456-4775 • TDD (509) 324-3166 S P O K A N E C O U N T Y OFFICE OF TIM COUNTY ENCIlVE6R • A DMSION OF THB PUHLIC WORI6 DEPARTMFM Ronald C Hormann, P E, County Engineer Dennts M. Scott, P E, Dlrector _ E--NIO To: James L Manson, Directo Jeff Fotry, File From: Katheruie NLller E I T ' Sub,ject: Confirmation on the results of the meeting held with Russ Looney, J'un Manson, Jeff Forry, and Kathenrie Mller Date: June 20, 1995 My understanding of what has transpired from the conversations I have had both wrth J"un Manson and JeffFony is as follows- Russ Looney will be allowed to pour footiqgs and foundation, for the Ecohte Mfg Located at 2622 N Woodruf~ under a fast track process which will be conditioned that he is required to addresses the requurements/concerns from the Engineerng Department along anth the other departments He will not be aUowed to erect any steel wztil he has addressed the fast track condiihons The fast track condiuons concerning the EngLneerung Department are that he must address the current comments #3 a that has been issued by the EngLneers Department and any issues that develop from future submittals If Russ Looeny chooses to proceed ie erect steeUwalts wnthout first complying with the fast track conditions, J'un Manson has indicated the Di`nsion of Builduigs will issue a stop work order and reqwre the fast track conditions to be met before further work will be allowed Please let ine know if you feel the above synopsis is not how you perceived it to be Thank you 1026 W Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324-3166 ► ~ i S P O K A N E C O U N T Y Omce oF 'iHE CouNnr Favanvn • A DnmoN oF THE PuB.cc WoRxs DseaRrmeNr Ranald G Hormann, P E, County Engineer Dennis M. Scott, P&, DIrecCor _ E7Wo To: James L Manson, Dirextor From: Kathenue IVi'iller, E LT*k/M Subject: Ecohte 1VIFG 2622 N Woodruff Date: June 20, 1995 The En$ineerwg Department m the past has been agreeable to allowuig concLtional site work to be prefornaed while requirementsfissues were shll being addressed. These deviatYOns are reviewed on a case by case method For this pennit, however, the Engxneerng Department is reluctant to agree to vary from the established perautting process because the appGcant does nat appear to be working in good farth. However, in an effort to resolve this matter in a reasonable fashion, the Eagineerwg Department is agreeable to allow Ecolite on 2622 N Woodruffto pour the footmgs needed for the 14,400 square foot structure if the appliGant bonds for drainage plans prepared by a Gcensed Civil Engineer or Arclvtect Other coneerns warrant withholding approval of the building pernut until thty are met If you have arry questions please call - , I ~ 1026 W. Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324,3166 To: File From: Katherine Miller E I T Subject: Ecolite project Overnew of project Date: June 16, 1995 10-03-94 Pre-app conference, Paul Lenneman represented the engmeering dept He informed the owner and Archrtect Paul Matthews of Ferman Pasold that a drauiage plan including "208" calcs were required, An R I D was needed, i e he needed to submit a recorded copy of properiy deed, He gave them beads up that the SEPA review may include additional requuements 1Vlinimum requirements were given out at that time 42-16-95 Matthews submitted #1 02-17-95 I called Matthews to give him heads up that Under SEPA the entire parcel would need to comply unth our guideLnes for stormwater 02-28-95 Memo to Tom Davis from Paul Lenneman concernmg SEPA requirements The bldg area exceeded SEPA threshold, and compliance with the "GuideLnes for Stomwater Management" for the enttre parcel was requued 03-03-95 Maithews subnvtted #2 03-06-95 I contacted Matthews wYth re`new comraents that needed to be addressed 06-13-95 A Russ Looney contractor to over see project submitted #3 06-14-95 I left a msg far Looney that review comments #3 were ready 06-15-95 Spoke with Forey, he mentioned Looney was upset that project was not being approved fast enough Forey was cturently working on processing a submittal #4 from Looney 06-15-95 I spoke with Looney over the phone I offered to meet wrth him to go over the comments or were could cover them over the phone He wanted to talk over the phone I explained to him that there were several minunum reqwrements that were missuig from his site/drainage plan Assurrung that he was not apart of the pre-app process, I filled out a mirumum requirements checklist that reflected only the items that sttll needed to be addressed 1 also had wntten comments that pertained to the plan and had a copy of the SEPA memo for hun Submittal #3 indicated a future phase II that would place a foot prunt over a large portion of the existing area that needed to be broug,ht into compGance In an effort to save the owner time and ~ File Page 2 June 16, 1995 money I suggested to Looney that he consider blocking off the future foot pnnt area from velucle traffic This would A) save rnoney m retro-fitting an area that would potentially be built over B) He would oaly have to retro-fit a smaller portion where vehicles would be focused in pbase II any how I also stressed that a minimum requirements were needed I told !um that I knew he had subnutted another plan eartier that day and if it was ainght wrth him, I wanted to review it before I gave hun my comments so I could make sure my comaients reflected the most cwrent subauttal He agreed and we left rt that I would review it as soon as it reached my desk and I vrrould contact lum when I was done reviewmg We did noi cover all the comments My expenence/timpression, he made snide comments and was not interested in listening 06-16-95 1 was paged by the engineenng desk and mformed thet Looney was downstairs I brought down my comments from #3 and informed htm I had the #4 subnuttal and would be looldng at rt today Paul Lenneman was also present I gave Looney the commems and started to go thru them It is my opuuon that he felt the previous arclutect's work had been or was ctose to beulg approved Both myself and Paul explained to him that rt was not the case And further more, submittal #3 had major cbaoges from subrnittal #2 I agan expiained to him my suggestion of how to save money in avoiding retro-fictng in the area that was proposed as a future foot print I also tned to address the other issues that lms proposal had brought up, i. e I tried to cover lus proposed Rock pits, i e I explained to him they were not w the standards therefore he would need to subnvt a design deviation He appeared to be disinterested m heanng any more and basically got up and left with the comments, leaving the red marked subnuttal #3 which I asked if he wanted to take vvith him My expenence/impression, He did not subnvt a profession product, I attempted to supply him with all the info that he needed to meet the nunimums which he m my opinion appeared he did not feel he needed to meet or was not fully informed by his client where the project was 890lp ~ . . ,833N6JN3 A.1~lnr),*, r1 L NJniai PERM T M E I~I T TRANS I4 V'-u~Wens D C U ~ Spokane County Division of Buildings 133ro8d ~ ~ ~ " "!3 1026%W Broadway Ave. IV 1 ~ Spokane, WA. 99260 33Ujp 5,893'1-4190 Ntt0D 3NMd5 lN301n~clQ ►~nd ~~~bwio Project Address: ZCoZ'Z 'R• W oem~i,tZv►FF Project' 6usiness Name: Ve.- o t,. %-ttm wne: GZ4- Z24g- CONTACT: Aug5 tr~~'~l Ph MailingAddress: Z14 S. 1~1 ~►sK1~tC~"c~rt ~~c'"~ COORDINATOR: -1~ff- ;;=PqLmJ Phone: 4%•*A'is **i %05 DOCUMENTS CIRCULATED Descdption ~~liq Noah , I DX-L uumes SCAP" . ~ . 40PAAt 4x4C PLaN ~c ~ '~uft"f~&W C".4' s ~ Y. ~ S~IL.s F - Sm[.1tu. V."OX 8e0r. 04vp. x 1 Gcomeas Received By r t r Date of Transmittal: Circulated by: r ~ ~ r i , S P O K A N E C O L~~ N T Y , . OFFICE OF THfi COUNTY ENCINEER • A Div[Stotv, oF 7H& PUBL[C WoRKS WARWEW Ronald C Hormann, P E., County Engineer Dennis,M Scott, P:E, Director ~ June 14, 1995 ~ Russ Looney S G Morin & Son,'inc 214 S University Street Spokane, Wa 99204 Re• B94163 Dear Mr. Looney Enclosed is a, copy of biil number 4911, dated April 7, 1995, in the amount of $68.78, for, the above mentioned project This bill was generated under the old Agreement to Pay Fees A delinquent letter was sent to Pasold Architects on May 11, 1995, requestrng payment This titll remains unpaid, and will cause a delay in reviewing the plans I brmg thi`s to your attention because of your interest in the rproject Sincerely, teve Case Accounting Technician 456-3600 x-277 1801 1026NaBroadway Ave •:Spokane, WA,99260'-0170 •'(509)' 456-3600 FAX (509) 324347$ TD,D (509)>324-3166 L , NOTICE OF T-R--NSMITTXL DDRCSS. PROJECT a' A BUSINCSS NAME• PARCCL NO.ILEGAL DESCRIPT[ON PROPOSED USE• J . CONTACT PHONE: c.~u~ .,ro 9a G - 9Ss.S- REASON FOR TRANSMITTAL , PREAPPi.iCAT1AN CON6ERENCE PRECONSTRUCftON CONFERENCE OTHER DATE: TIME: r DOCUMENTS CIRCULATED DISTRIBUTED TO: ~ RECO DESCRIPTION BUILDlNGS PLANNWQ ENO(NE6RS HEALTH SCAPCA FiRE b15t d OTHQt ~ Stte Plan (aew) (revtsed) • Cnhcal Matenals List ~ ~ w ~.nrrrr ~ IParking Plan M/I 0 IM4 M MM I Sigrtage Plan, i ~ I~ 11 IIIIM~Y~ YM 4 ~ ~r Gighting Plan Drainase Plan y~r~ <Y~.~ ~y DrainaEe Calculations hv 4nvhrK ~`r'~ `S ~ f ~~ti~. ~ y \ff-0 ~'~l~ Y'4 tb~"-' F '~~n ~ n ~~r"" vr ♦ +,ri ! AI ~ w ~ I I/~ / Y Asreement to Pay Fees 0ti t ~ ti : Y4.`S'F~nZ S ~ rmsahon Plan ~ ryl`, Landscape Plan '2Y}i r+ tt'ai PronussorY Letter ( ~ ~~~W "$~1Y i k~~~ } a'^;~ }t~ L ~ ~'3~. ~ r ~S .r~3• r. { o u ~ y., 0, ~mate ' ' . ~ f,fi, ~i Landsca Cost Estt ~~Mv- ,'vr ~A4'. ~ n r -0~.a~~ yar ~i .Z ~7~"i v` i A,; '3 r ~A }l{1 ~t ~ r ~ Y ~.,i • n i _ t Traffic Cicculatton Plan km~y I ' ~h~~x A. ~ } 3- \X'' „ 1 k ~ , !l' ~ rh Construction Drawings lr' Floor Plan z,~~~~~ T - 7Tre abave ftems ha«e bee►i rcccmcrl - p CIA' PBUC D~UM~ CE Review Coorclinator OR ~N PROJECT # . Circulated hy. SUBMlTTAL 4 ~ _ . , R~~0WT0Q0UN ~ r~60M,Sr * 1026 We-%r Broad«<ay A«itue * SJMkane, WA 99260 ~(509)456-3675 ~ . ' 7, `~r/ ~ • f ♦ , * ~ / ' , ~ ~ NOTICE OF TRANSNHTTAL ADDRESS: PROJECT N . 2 ~2*12W V! nEld~ $1 ' 95 - $ i I BUSINESS NAME: PARCEL N0./LEGAL ; 4ne, • DESCRIPTTON: PROPOSED USE: . . . L+50e I . 01 WaLebIO 5~1 CONTACT: PHONE: -P-0--Uj Lul o. ~ I s ~ s ~ I ~ A~c,h ,1 q2.JP • REASON FOR TRANSMITTAL PREAPPLJCATiON CONFFRENCE PRFCONSTRUCTION CONFERENCE OTHBR' ~ . DA'I`E: TIME: DOCUMENTS CIRCULATED ~ DISTRIBUTED TO: Kfco DFSCRIP?10N BUILDINOS PLANNING ENGINEERS NEALTH SCAACA FIItB DIST b__J~OTHER. WSite Plan (new) (revisecl) Ctttical Matenais List Parking Pian IM1bl I IA♦ 1rI Signage Plan ~i i'w i~~ u r R.. r ILighhag Plan IDminage Plan , , Y ~i ~ ~s+f IDrainage Calculahons I M 11 ~ I 1 i I~ MI 1 I M I Y/I/I M\ ~~~Y~X Y 7~I'' ~ I I ~ 11 '•IA~fI~, III/ M/~ I ~ Agreement to Pay Fees ~~~~r • rrnn► i ~ ir~ i0,~~ i~ ~r~~~ Imgation Plan Landscape Plan , Procnissory Letter ~If • ti .•II tiin IN r I r i ~ ILandscape Cost Estimate Traffic Ctrcuiahon Plan ~ x X1- Yl- , Construction Drawings r r+r,r _ .~e Floor Plan F3,~~,~ r-PA ' ~ X I I I I I ~ I I I 77ie above items have beeti , : received: Date of TransmitEal: 2.. I L.. Review Coordinator. . ~a 0, 5 i Cicculated by: I - - Spokane County Divisioli of Bulldings * 1026 Wat Broculway Avejiue + Spokttrte. WA 99260 *(509)456-3675 r- • ~ J. ~ RE-~'PLICAZ`ION PRE-GUNSTRtJCTION ~ "I DA~T`E: IM~: , IM 131JII:DANG Eg PL,ANN1NG`r 0' ENGrTNEERS IN IHEALTR 0 FME DzsT0 um.ims _91 ScAPCA a - a t~ ~ ADDRESS: lod~~u•~~^- ~ OVVNER: ~Go~~%~ ~a~v~,~~;~••,•~-9 L'o . PHONE: ADDRES S : BUSIlVESS NA,ME: , CONTACT: PHONE: 9,.24 ADDRESS: A/ ~09 ~Q~~/,~ 99 f70 ~ , LEGAL DESCRIPTION: PARCEL NUMBER: DETAIL,ED PROJECT DESCRIPTION: r ~,.e-be! vALuE: w yyJ~y~ y yy[ ~.X V J►+M~~~7V / Z { } ~ • $ ~ r ` ti " x # r~~`"Y` kl ~ ~ hif• ~o. _ . ~ - - j... . . . . . .V . ~ ~ ~ uJ . . . Z r.^ F . 7 ~ v I ~ K ~ ~~IEW00 `RDINA •T1}~~ 5 y` y }3l ?ry ` xr~~:r`'~iv ~ ~ _ ' ~ ` ,/~~~~_~~~~~~A~i/ ~ f'~~r'~~ ~ ~ ~99~ f KJ~~ 1~~/~ ~iM 7~ }7r Y r` S V~ r+ c } ♦ fa e y ~SQ ` a i/ ~~P i;(i+.lim NGINMt m. ~ Ka • ~ BUILDING PERMIT CHECKLlST ~ PRF.-APP i IPERMIT # 11 ADDRESS ~ MEETING , ~ - - - - INREQUIREDNM COMPLETED ~ MANAGEMENT ~ AGREEMENT TO PAY FEES ~ X ~ ~RIGHT OF WAY DEPARTMENT DEED I ~C I C~ EASEMENTS R/V11 _ _ _ _ - - - - - - - - ~ U - - RID LEGAL DESCRIPTION CHECK ~ y LETTER FROM SCAPCA RECIPROCAL USE AGREEMENT J ~ ! APPROACH PERMIT X ~ 81TE ~ NORTH ARROW _ X t/SCALE ~ X BENCHMARK X ✓ ROAD NAMES X ✓ R/W DIMENSIONS X ~ PROPERTY LINES X V SET-ASIDE shown on plens GRADES (min 1 0%) X U _ STAMP X ✓ PAVING (surtace descnption) _ X TRAFFIC CIRCULATION PLAN X Z) LANDSCAPE PLAN (208 CONFLICT~ X Drywell detail (type A or iype B) X Me#al Frame and C3rate ~type IV) ~lash 61ock detail for pipe%utter outlets Curb inlei detail DRAINAGE ~ Roof constnuciion HVAC on Roof Swale volume calculations X Swale Cross SecUon X Pre Developed Condition X Posi Developed Condition I X SPECIAL SOIL TESTS DITCH CALULATIONS PiQe/BACKWATER CALCULATIONS GRATE CALCULATIONS RETENTION/DETENTION CALCS ~ 10/50/ 1100 YEAR STORM ~ TR-55 ANALYSIS ~ InIeUCurb cut calculahons 8oltom of Swale elevation ToQ of Drywell elevation I I M ROADS ~ Norih Arrow - - - - - - - - - - ~ _ ~ ~ Benchmark - - - - - - - - - - - - Scale Gutter Grades (>0 8%) Cross Slope (2 0%•4 5%) i~ Dralnaqe Report Dralnege on Plans u L Curve Data (radius, hc, vc) r Pavement section Ta~ers/fog stripe - - - - - - - - , _ Engineers Stamp QuanlitiesBond estimate Bond Mylar Owners Signature T- - - _ - - - ` ~ - - - - - - Coun!y Stamp ~ +r ~ • Y ~ • / S P O iC A N I3 , C O V N"I' Y . OFfiCH nF TI IE COIINTY CNCINFER ~ A DIVtSIQN OFTI IQ I711011C WOlKft W.-WIED Ronald C I lormann, 1' C, Cuuitty Cngineer Uennis M Sro t, i' C., Dlrector AG RECM ENT TO PAY T'EES iLiN 12W5 CN(;INECR'S ACRECMCNT NUMBCR 31W SPOK11r1E kU66iI elibiMEER , ~ ?ltis agreement between Spokane County and f~7 CT VvtOIF-A nJ 4- 50 N f ~ NL , wliose inicrest in tlie rtoject is e-rQ- I 6or,,4.,--.-¢2:> rz-, . (It , , agelit, CIE) is enlerecl into tliis ~ clay of </a nr c-, , 19 05 . Tliis agreemenl is applicnble to tlie rroject known as: 1 f iiienante a li ' T1iat tlie inclividuals ancf pnrtics narnecJ Iicrejn as ttaving an inlercst in ttic above clcscribed rmperty or projccl agrce to the following: 1. Reimburse Spokane Crninty for project rcvicw and insrcction fces as specificcl ill Clinpter 9.14 uf ilic Spokane County Cocle. T11e fecs will bc bcised on ac(ual salary costs incurrccl by Spokane County for prajcct revyews tinc! / or inspcctions rlus a teit rercent acli»inistrative cliarge, Anct will lie billecl tnontlily As aceruecl. Any Fnnl billing amounls, tc) inclucle any late fees or any otlier exrcnscs incurrecl in ilic eollection of an overclue aecount rnust be paid nrior tU tlie Cnunty's accept,,ttnee of Ilie project t'or filing. 2. ?he unciersigiieci agrees tliat Iliese fees are ctue anct payable upc~n reeeipt of tlie billtng as srecifiecl obovc. 3. Any invoices not paid witliin 30 clays of tlie invotce date wili be subjected to n late fee cliarge oi' 1% per montli (12% per year) on ilic unpAicl balance of the account ancl any acenieci late fee cliarges. In aclclition, if any outstanding balance on tlie accounl for itiis rroject is not pAid witliin 30 days of tlte invoice cfate, no fiirtlier reviews of the project ciocumeiits will be concluctecl until tlte entire aecotint balAnce is paic1. Any Ualance an liie account fot iliis project not raicl williin 65 ctays of tlie invoice cfate tnay result in legnl action or the in'ttation of otlter collection rrocecftires, incltjcling referral to a collection sigency. 1lie Sronsor will be liable fur any aild all exrenses incurrecf by tlie County fur ilie coltection of overdue accotints. 4. T1ie tiionlttly biltins sltoulct be scitt to llie attentian of: NA MC• Vvi.o r74 Na~ r.1 Y ~ nr G 6-40 2-Ks s Loa ti e.t'l ADDR ESS: Z-1 1-4 S C[TY, STA'1'E• "N L. ~ t,.lhc ZIP CODE: 407'eg4 PI ION C _4 p$g-rj ,,s•w 6 - . I unclerslancl tliat failure to nAy tliesc fees moy resull tn clclay in completion or approval of llle project or otlier possible sunclions. ❑ If tliis fce ngrcemciit is coi»rlctccl by sotncone Mlicr tltan tlie Sponsor (i.c., tttie projcct owiicr or aprincipal in Ilie firm sponsoring tlic project), seicli as tlic Engiiieer clesigning ilic rrciject, tlien written utitltorization ftorn ilic Sronsor slieciRculty nutltorizing Ilie Ageiit lo exectite llils Tee A6reetnetil is allncltecl ta iliis Fee Agreenient. SIGNA'I'UItC By: ~4010~-7 -V~l 1Ou 5,5 LoN e ~ '~?-a hGy-- ~ ~ (PRiNT NAMC) ~ RrTURN YEi.I.OW CnPY TO SPOKANC COUN'['Y HIYf;INEERS kNlMdieemen fee 8110/Q3 7 ~ ~ A S P O it A N I? ~ , C U U N'~' X OFFfC6 nF TI IB C()Uh1TY CNCIN[ER • A OIVtSIQN OF71{C I't181.tC WORKS DEPAR7MENT RonaiJ C I turmann, 1' C, Cutiaty Lngineer Uennis M Srott, P L• , Dlreclor AGREcMcNT To rAY rcrs 3 ENClNECR.S ACREEMENT NUMi~CR ~ q ql~ . Tliis agreemenl between Spnkasie County and Ron Caferro ~ wltose intcrcst in tlie rroject is £ ite Ma.nufacturing Company , , ~ agci , c ~ is entcred into this ciay of , 19 Tllis agreenienl is aprlicabte ta tlte rro}ect kttQwn ns: Ecolite Manufacturing Facility (pt?qcct ~ irtcrrbi R ct t c n 1 ~ 'lluat tlte lncliviclunls aiicl partics narned 1►erein as liaviitig on inlerest in ilic Above clcscribccl property or p«jccl agrcc to tlie i'allnwing: 1. Reimbuise Srokane Cntinty for rroject rcvicw ancl inspcctinn fces as speciCeci in Cltaplet 9.14 uf Ilie Spokane County Cocle. T1ie fees will bc based on actual salary casts incurrcd tiy Srnkane Ccsunty for projcct reviews Aiicl / or ittsnections rlus a ten rercent adrninistraiive cliprge, and will Iie billecl innnlltly ns nccrtiecl. Any final billing amounls, tt) inclticle any lute [ees or aiiy otlicr exiienses lncurred in llte cnllectic,n of an overcltie accotint must be paiJ prior te) tlie Cuunty's aecepl-tince oF tlie project for filing. 2. The ut►dersigtieci ngrees tiiat Iltese fees ate due and pAyAble uron reeeipt of ilic Uilling as snecifteJ abavc 3. Any invoiees nat paicl williin 30 clays of tlte Invoiee cfate wil{ be subjeclecl Io a taie fee CItArge vf l% neF ttioiitli (12°l0 per year) nit Ilie unpatcl baIance of Ilie Accaunt ancl any acenieJ iate fee cltArges. In acJclition, if ai'y outstancljnb bnlance on tlte aecount far Iltis projeet ts nol paid witliin 30 days of tlie invnice clate, no fitrlller revjews of Ilte rroject clocumettts wi11 be conciuctecl until ilic entire account balance is haicl. Any balnnce an tlie account fot tliis project iiot raicl willtin 65 clilys nf tlle jnvoice clate may result jn legal aetion or ilic initation of otlier collectinil nruceclures, incliitling rcfcrrAl to a cotlection rgcncy. 71ie Sponsor will he liable fur any aiid all expenses inctirred by llie County fur tlie colteetfon of overctue accotinls. q. Tlie montli{y billing s1iatiicl bc sciit to litc aItenljon o[: ~y NAMC: Pasold Archi tects AIA ~~►~~G ADDRCSS: N. 909 Pines Road CtTY, STATE: Spokane WA 6 ZIP CODE: 99206 PiIONL• (509) 926-9555 I unclerstancl that faituce to pny tliesc fees ntiay result in cielly in comnletioi1 or arrroval of ilic project or o1lter possible sanclions. ~ ❑ If tltis fee ngrcemcitit is complelctf by samcone otticr tlsnii tlle Src~Ilsor (i e., llle projet.t owner or a principai in ilie firrn simnsnring the ptnjecl). sticli as ilic rngiiteer clesigtiing ilic rrojcct, Ilien wriltcn outliorizatinn from ilic Sponsnr sive0ticnlly atilltaciztiig tlte Ageut tu exec;ute lliis Fee A6reet»eiit is ntincited to t1lis Fce Agreeiiieiit. SIGNA7'Ulti? [3y: ~ i I ~•~~~~i F , \ , (PR1NT NAMC) - P-Po-TuRIJ v&61.01y cOrv TO sM)KA c coiJff Lr ~•"Go c~ s kVMsRIecnten fte W/!i1 6 ~ ~ • ~ 1 ~ ~ . ~ 1 ~ ~ 1 S P 4 i-C A N L~ , k C O U N'1' Y OFTICE AF TI IH COUNTY CNGINEER 0 A DIVISIQN OFTIIC I'110t IC WQaKS I7L7'AitTMENT Ronalcf C 1 tarmann, 1' C, Cuunty Englneer Dennis M Scott, P C, Otrector AGRECMENT TO PAY rCrS ENGINEER'S AGREEMENT NUMnCR Z qq4~ ,.d,& . , T1iis agreement between SrokAne Counly and Ron Caferro a wiiose inierest in i1ie project is ~ ite r1a.nufacturing Company , , . pult CIE) is enterecl into this clny of )19 . Tllis agreetnent is arplicable to tiie project knawn as: Ecolite Manufacturing Facility . (PlblecT aTiTi'"br 111163011 M n, 71iat t1te inclivicl«aIs ancl pnrties nnrnccl licrein as having aii interest in tfic rbove clcscribccl property or project agrce to tlie fAllowii►g: 1. Reimburse Srokane Cotinty for project rcvicw ancl inspection fces as specified irr Clinrter 9.14 Uf 11ie Spokane County Cocie. T1ie fees will Uc brsecl on nctuAl salary costs incurrccl by Spokane County for projcct reviews ancl / or inspections rlus a ten rcrcent aclministrntive cltargc, ancl will lie billcd tnnntlily as nccniccl. Any tinal ~ biiling arnaunts, tu jnclucle any 1Ate fees or any otlicr cxlicnscs inctirrec! in llie collcction of an ovcrclue accourtit must be naid rrior tu tlie Counly's accertance of the project far fiting. 2. Tiie undersigned ngrces tljal tliese fees are due and payable upan receipt of llle billing as shecifiecl above. 3. Any invoices not paiel witliin 30 days of tlie Invoiee date will be siibjectecl to a late fee cliarge of l°!o per monilt (12% rer year) on tlte utirnicl balance of llle accoutlt ancl any aeeniecl Iate fee eliarges. In acldition, if any autstnnding bolanee on tile eccount far Iliis project is noi rAid witliin 30 clays of tlie invoice date, no fiirtlier reviews oF the project documents witt be condueted until llie entire account balance is paic1. Any balanee on tlie aecount ior this project not paicl williin 65 cfAys of tlie invoice date may result in legal action or tlie initation of ollier cnllection nruceclures, incliicling referral to a eolleCtinn agency. 11ie Sponsor will be liiible fur any a»d all expenses inctirred by tlie Couiity for ilie coilcctiott of overdue accatiiiis. s ~ 4. Tlie montlily billing sltould bc scnt lo ttic Altention of: ~ Pasold Archi tects . . . AIA ~L ~ ~ NAMC: ~ V,L ADDRCSS: N. 909 Pines Road TY, STATE: Sp o k an e tiVA ~ ZIP CODE: 99206 PIIONC (509) 926-9555 i unclerstancl tliat failure tn ray tiiesc fees may result in dclay in conirletion or arproval of tlie projccl or otlier possible sanctipns ~ ❑ if lliis fce ngrcemciit is complclecl uy sorncone otiier tltan ttie Spnnsar (i e, tlte prnject owtler or a rrincipal iit tlte firnti sransoring tlte rrojecl), s»cli as tlie Lngitieer ctesigtiing lhe prcijcci, [Iien writien mutltorizatintt frnrn ilie Spansor speslltcally atliliOrizilig Ilie Ageitt (c) exeeute lltfs Fee Agreement is nllac;llec1 to lltis Fee Agreement. SIGNA7'UR1? I3y: , (PRINT NAMC) , - RETURN YELI.OW CnPY TO Sl''OKANG COUN't"Y 1:N(:tNECItS kV111aarcenien fee 8120W3 i I `F i 1 ' ECULI~'E 1VgA►NUFACTUltIIeTG WA►REHOUSE PHASE 1 Drainage Calcula`tions ' P `ro ject No. 95-022 , , lune 14t t995 pFFICiAL PUBLIC DOCUMEVT 8FOttANE COUNTY EPIGINEER9 OFFFiC,'E . • 0 R;' eltl ~ PROJECT t~ _ 3 ~ a1asSUB~!l" ~ 12LQt~ ~ o ~P= ..jUNTY ENGINEER ~Q 30891 $O 8TB4 1 AL ~ 89Qla1/q1- - ~ PrepA red 'By: . Me1ro Enginemng, TnG E 9616, A+lontgomery Spokane. WA 99206 nli (509) 924-8065 Fax (509)924-4884 BOWSTRING METHOD (TEN YF-AR STORM DESIGN) PROJECT 95-022 DEsTENTION BASIN DESIGN . BASIN ~ DESIGNER JGL GRAVEL 6ED PROPOSED DATE 14-Jun-95 0 Gravel bed fioor length 0 00 Soil perc rate (mlhr) 0 Gravel bed floor width 0 Gravei Bed Depth Totai Area (calc ) (see H1) 0 41 Time of Conc (celc )(see H1) 5 00 Composite "C" (calc ) (see H1) 0 74 Time of Conc (min) 5 00 Area (Acres) 0 41 C' Factor 0 74 Impervious Area (sq R) 13800 1150 Pond floor area Volume Provided (ou ft) 208 575 storm (total) 575 surface 575 u/g 0 putflow (cfs) 03 0 00 Area ' C" Factor 0 30 #ti #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev V m V out Storage Inc Inc (mm ) (sec ) (m Ihr ) (cfs) (eu R ) (cu ft ) (cu fit ~ (#1 "60) (A*C*#3) (Outf *#2) (#5-#6) - - 5 00 30000 318 0 96 385 9000 295 5 300 318 096 385 9000 295 10 600 2 24 0 68 474 18000 294 15 900 1 77 0 53 535 27000 265 20 1200 1 45 0 44 569 36000 209 25 1500 1 21 0 36 584 45000 134 30 1800 1 04 0 31 598 54000 56 35 2100 0 91 0 27 604 63000 -26 40 2400 0 82 0 25 619 72000 -101 45 2700 0 74 0 22 625 81000 -185 50 3000 0 68 0 21 636 90000 -264 55 3300 0 64 019 656 99000 -334 60 3600 0 61 018 681 1 080 00 -399 65 3900 0 60 018 724 117000 446 70 4200 0 58 017 752 126000 -508 75 4500 0 56 017 777 135000 -573 80 4800 0 53 016 783 144000 -657 85 5100 0 52 016 816 153000 -714 90 5400 0 50 015 829 162000 -791 95 5700 0 49 015 857 171000 -853 100 6000 0 48 014 883 180000 -917 DRAINAGE POND CALCULATIOPIS Required grassy swale pond storage volume = Impervious Area x 5 in / 12 m/R = 575 cu ft provided: 575 cu. ft. OK! GRAVEL BED REQUIREMENTS -10 YEAR DEStGN STORM Maximum storage required by Bowstnng = 295 cu fi provided: 575 cu. ft. OKI ~ TIME, OF CONCENTRATION (mmutes) If , . . oe/Tcj(overland) Tc,(gutter) Areas "C"' A"C Ct = 015 L2 = 0 032, 0,90 0 268 Z1, = 00 0 09 015 00135 L1(A) = 01 Z2 = 00, 0 0ui 0 00 0 N(A) = 04 B,= 0l 0,00 0 00 d , S(A) = 0 018 n= 0 0 00. 0 00 0 s= 10 000 0,00 0 00 0 Tc (A) _ 0 00 ~ d= ' 0 0 ,0 00, 000, 0 Total A Comp "C" L1(8) = 0 Tc,(gu) = 0 00 041 0 74 N(8)= 0 S(B) = 0 Tc(A+B) = 000, Q=c•i+a= 096 TO6) = 0'0 - Tc(tot 5'00 Q(est 0 00 Intensity = 118 ~ t ~'4t t ECOLITE ` AC'I' G WAltEHOUSE , ]PHASE 1 IDrainage Calcutations Project No. 95-022 RECEIVED SPOKANE COUNTY JUL 28 June 14, 1995, DIV S{ON OF BUILDIN(3 reviscd' 7/Z7, lqS 8 ~C . . ALALMm. 04 aA~~ ~ OFF1ClAi. PUBLIC OpC(~ ~o 30891 SPOKANE COUNTY E~INEM , Ol9TB4 Ot~ ~ 0 Fi ~ A AL PROJE CT t (p ~ ~►~t~ ~ U)SMIniV. • , ~c RFT1.1RN TO POUAITY ENGi A~tER PrcpArifd By: Me6ro'Engiaeering, IRG E,9616 Montgomery Spokane, WA 99206 ! Fr-% Ph (509) 924-8065 Fax (509)924-4884 JLIL ~ 1 1995 ~ ; SPO1iR,dE L'GW!T1 tP,Gi(VEER ~ BO1jVSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT 95-022 • DETENTION 8AS1N DESIGN BASIN A DESIGNER JGL GRAVEL BED PROPOSED DATE 14-Jun-95 0 Gravel bed floor length 0 00 Soil perc rete (m/hr) 0 Gravei bed fioor vndth 0 Gravel 8ed Depth Total Area (calc ) (see H1) 0 41 Time of Conc (calc ) (see H1) 5 00 Composite "C" (catc ) (see H1) 0 74 Time of Conc (mm) 5 00 Area (Acres) 0 41 C' Factor 074 Impervivus Area (sq ft ) 13800 1150 Pond floor area Volume Provided (cu f! ) 208 575 stoRn (total) 575 surface 575 u/g 0 Outflow (cfs) 03 0 00 Area * C" Factor 0 30 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev V in V out Storage Inc Inc (min ) (sec ) (in mr ) (cfs) (cu ft ) (cu R ) (cu ft ) (#1*60) (A*C'#3) (Outf'°#2) (#5-#6) 5 00 30000 318 096 385 9000 295 5 300 318 0 96 385 9000 295 10 600 2 24 0 68 474 18000 294 15 900 1 77 0 53 535 27000 265 20 1200 1 45 0 44 569 36000 209 25 1500 1 21 0 36 584 45000 134 30 1800 1 04 031 596 54000 56 35 2100 0 91 0 27 604 63000 -26 40 2400 0 82 0 25 619 72000 -101 45 2700 0 74 0 22 625 81000 -185 50 3000 0 68 0 21 636 90000 -264 55 3300 0 64 019 658 99000 -334 60 3600 0 61 018 681 108000 -399 65 3900 060 018 724 117000 -446 70 4200 0 58 017 752 126000 -508 75 4500 0 56 017 777 135000 -573 SO 4800 0 53 016 783 144000 -657 85 5100 0 52 016 816 153000 -714 90 5400 0 50 015 829 162000 -791 95 5700 0 49 0 15 857 171000 -853 1 00 6000 0 48 014 883 180000 -917 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x 5 in / 12 in fft = 575 cu ft provided: 575 cu. ft. OK! GRAVEL BED REQUIREMENTS -10 YEAR DESIGN STORM Maximum storage required by Bowstnng = 295 cu ft provided: $75 cu. ft. OK! # TIIWlE QF CONCENTRATII]M (minules) a Tc (averland) Tc (gutter) Arees ,iC,t A*C Ct = 0 15 L2 = 0 0 32 090 0288 Z'1 = 00 009 015 00135 Ll (A) = 0 Z2 = 00 000 0 00 0 N(A) = 04 B= 0 000 000 a s(A) = 0018 n= 0 aoo ooa 0 S = 0000 000 0 00 0 Tc(A)= 000 d= 00 400 OOD 0 Totaf A Comp "C" L1 (B) = 0 Tc (gu) = 000 0 41 074 N(B) = o s(e) = o TO(A+B) ~ 0.00 Q=c*I*A= 096 Tc (B) = 00 TC(tot 500 Q(est 000 tntensdr = 318 BOWSTRING METHOO (TEN YEAR STORM DESIGN) PROJECT 95-022 • DETENTION BASIN DESIGN BASIN 6 DESIGNER JGL GRAVEL BED PROPOSED DATE 28-Ju1-95 0 Gravel bed floor length 0 00 Soil perc rate (in/hr) 0 Gravel bed floor width 0 Gravel Bed Depth Total Area (caic ) (see H1) 0 52 Time of Conc (calc )(see H1) 5 40 Composite "C" (calc ) (see H1) 0 61 Time of Conc (mm) 5 00 Area (Acres) 0 52 C' Factor 0 61 impervious Area (sq ft) 13896 1200 Pond floor area Volume Provided (cu fl ) 208 600 stoRn (total) 600 surface 600 ulg 0 Outflow (cfs) 03 0 00 Area " C" Factor 0 32 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev V in V out Storage Inc Inc (min ) (sec ) (in /hr ) (cfs) (cu 1t,) (cU ft ) (cu ft ) (#1 "60) (A"C"#3) (Outf Y#2) (#5-#6) 500 30000 318 1 01 407 9000 317 5 300 318 1 01 407 9000 317 10 600 2 24 0 71 500 180 00 320 15 900 1 77 056 564 27000 294 20 1200 1 45 0 46 600 36000 240 25 1500 1 21 0 38 616 45000 166 30 1800 1 04 0 33 629 54000 89 35 2100 0 91 0 29 637 63000 7 40 2400 0 82 0 26 652 72000 -68 45 2700 0 74 0 24 659 81000 -151 50 3000 0 68 0 22 671 90000 -229 55 3300 0 64 0 20 692 99000 -298 60 3600 0 61 019 718 108000 -362 65 3900 0 60 019 764 117000 -406 70 4200 0 58 018 793 126000 -467 75 4500 056 018 820 135000 -530 80 4800 0 53 017 826 144000 -614 85 5100 0 52 017 860 153000 -670 90 5400 0 50 016 875 162000 -745 95 5700 0 49 016 904 171000 -806 100 6000 0 48 015 931 1800 00 -869 DRAINAGE POND CALCULATIONS Reqwred grassy swale pond storage volume = impervious Area x 5 m/ 12 in /R = 579 cu R provided: 600 cu. ft. OK! GRAVEL 6ED REQUIREMENTS -10 YEAR DESIGN STORM Maximum storage required by 6owsfring = 320 cu ft provided: 600 cu. ft. OKI TIME,OF CONCENTRATION (minutes) BAStN B . Tc (overland) Tc (gutter) Areas "C" A'`C Ct = 015 L2 = 0 0 32 0 90 0 268 Z1 = 00 020 015 003 L1(A) = 0 Z2 = 00 0 00 0 00 10 N(A) = 04 B= 0 0 00 0 00 0 S(A) _ 10 018 n= 10 0 00 0 00 0 S= 0000 0 00 0 00 0 Tc (A)'= 000 d= 00 0 00 0 00 0 Totat A Comp "C" L1(B) = 0 Tc (gu) = 0 00 0 52 0 61 N(6)' = 0 S(6) = 0 Tc(A+B) _ '0 00 Q=C'1"A= 101 Tc (B)` = 00 Tc(tot 5 00 Q(est 0 00 Intensity = ,318 A • Circular Channel Analysis & Design Solved with Manning's Equation Open Channel - Uniform flow Worksheet Name: Comaient: Check capacity on 8" culvert Solve For Full Flow Capacity Given Input Data: Diameter.......... 0.67 ft Slope 0.0110 ft/ft Manning's n....... 0.025 Discharge......... 0.67 cfs Computed Results: Full Flow Capacity..... 0.67 cfs~ Full Flow Depth........ 0.67 ft Velocity.......... 1.89 fps Flow Area........ . 0.35 sf Critical Depth.... 0.38 ft Critical Slope.... 0.0279 ft/ft Percent Full...... 100.00 % Full Capacity..... 0.67 cfs QMAX @.94D........ 0.72 cfs Froude Nwnber..... 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