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BOONE E 5521 EMPIRE SPRAY STORAGE GARAGE ~ y - ys ~~c3 ~ . ~L~~ SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY ~v NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 (509) 456-3675 ~ I I certify that I have examined this permit and state that the information contained in it and submitted by me or my agent to compile said permit fs trus and correct. In addition, I have read and understand the INSPECTION REQLIIREMENTS/NOTICE provisions included herein and agree to comp~y with same. All provisions of laws and ordinances governing ihis type of worlc will be complied with whether specitied herein or not. I understand that the issuance of this permit and any subsequent inspection approvals or Certiticates of OccuRancy shall not be construed to give authority to violate or cancel the provisions of arry state or local law regulating construction, or as a warranty of contormance with the provisions of arry state or local laws regulating construction. 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Spokane, Wa5hingtong 99260 CIVIL ENGfNEERS & LAND SURVEYOAS ' Attn: Gary h.le3 son P. E. (509)484-5244 Re: Dr ax nage Pi an: Do-A1 1 Canst. , E. 5521 Boane Dear Gary: . This 1etter is to provi de, to yvt-t thre n'ecessary material tca cvmpI y wi th thi s drai nage desi gn r.equz rements +on the aboue subject i mprovement . The prvpvsed proj ect is the add i t ion o# a 12'>c40'lean=to to a~ existing 34'x5O' structur-e. The praject is locates# in ari - i ndustr ial ar-ea, soutM o+ FeX ts Field T 1 ocated i n the near west Spok,-AnQ Val1 ey area,. TFte 5ite Topagraphy is ex tremelyf1 at, sur-faced with gravel paving in the yard and abuttina street. The urtderl yi ng soa, l is Garri son Grave~ ly Loam, according to the Spokane County S+QiI Sftirvey., a,tYPe '+R" svi , havi ng e~:cel ent infiltr•atic~n char'ac,teristic%. 'This site is indicated L-tpon the phatocapi es o4 the fJSGS tapvgraphi cmaps, and Soi l Survey► Maps, whi ch are attached and hereby+ made aportion hereof. This work is t~~ expansian of ar~ exi.sting facilit],r fariti therE#or nnl y the ef+ect of this improvement i s eval uated and provi ded f or. Runvf# #or thi s i mpr-ovement wi 11 be contained on nite, and theref or the evaluation is made for a 10 ~~ar euent. No ~~~~arate outflaw 5tructure i s anti ci pated to be provi ded, . theref or val ume tont ai nment for 24 ~our-s i s prnv i ded _ Valume to be contai ned i s eval uated as fcallows: Aree3 O+ Roi3~ : 112_'}4 40r t 480 Ft. Sq■ - Preeinitat:ic-►n (iCx yr. return: ) Rurtv#f Coefficientx . 1.0 Accumulated Product* 80 Co; Ft. of runo++ ~ - Thi s runvf f wi ll be contained in the pond locatrad as shvwn an , the site drainage pIan, attached and mado a porkipn herevf. r We tru«t these cai culat ions meet a1. 1 y+our requi remen~s for this project. If you have any questions, p~~~sc- feel free to ca11 ~1 S . ~l#~~r►q# ir . L.'1~ SiRcer'cl y ,•0~ **0 RandaI 1 ro E.2, PBCf wv3 ~enc lvsure ` ~ f;~!. y~i~.•J rt . ~ JY. 7322 rDfvf5lora, Su!!e 103~ 5pokano, WA 99208 - . , June 17, 1988 Spokane County Engi neers N. 811 ,7e-Fferson SVENNUNGSEN ENGINEERS, INC. Spokane, Washington, 99-260 CIV11 ENG/NEERS & LAND SURVEYORS Attn: Gary Nelson, P.E. (509) 484-5244 Re: Drainage Plan: Do-All Const., E. 5-0521 Poone Dear Gary: Thi s 1 etter is to provi de to you the necessary materi al to compl y wi th thi s drai-nagc desi gn :-e;z.i remzn `s cr, the aabove subject improvement. The proposed project is the addition of a 12'>:40' lean-to to an ex i sti ng 30' x S0' structure. The project i s 1 acated i n an industrial area, south of Felts Field, located in the near west Spot= ane Va11 ey area. The Si te Topogr-aphy i s e::treme.l y f 1 at , surf aced wi th gravel pavi ng i n the yarci and abutt i ng street. The underiying soil is Garrison Gravelly Loam, according to the Spot;ane County Soi 1 S«rvey, a type "A" soi 1, havi ng excel 1 ent i nf i 1 t i••ati on character i sti cs. Thi s si te i s i nd i cated upon the photc,copies of the USGS topograohic maps, and Soil Survey {"1aps, which are attached and hereby made a portion hereof. This worw is the e>:pansion of an e>:isting facility, and therE--:or " on 1 y the ef fect of thi s i mprovement i s eval uateci and provi ded for. Runoff for this improvement will be contained on site, and theref or the eval uat i on i s made f or a 10 year event. No separate out-F 1 ow structure i s anti ci Fated to be provi ded , theref or vol ume contai nment f or 24 hours i s provi ded . Vol ume to be contai ned i s eval uated as f ol 1 ows: Area of Roof : 12 ' x 4G 480 Ft. Sq. Precipitation (10 Yr. return: ) 2"/12in./ft. Runof f Coef f i c i ent : 1-0 Accumul ated Product: 80 Cu. Ft. of runoff Thi s runof f wi 1 1 be contai ned i n the pond 1 ocated as shQwn on . the si te drai nage pI an , attached and made a por-ti on hereo-f. We trust these cal cul ati ons meet al 1 your requi rements -f or thi s project. If you have any questions, please feel frpe to eall Lt5. s...., • Si ncerel A~o ~ Randal l ro E. oi RBC/WYJ • : r ~ encl osure ~ . N. 7322 Dlvlslon, Sulte 1031 Spokene, WA 99208 n ~LP ~ _L ~ - - - -1- - - 1•--~ L- ~~~~~E'~ - ! - - - , ~ ~ J • t ~ ~ _ - ~ - • --1- _ L i ~ _ - - ` • Ll I . ' ~ ~ . . . . . 1 r ~ ~ ~.-1.. ; 7'1 r o . . Y.-' ' - ' ~ ~ ~ - • • Y . - i . : - - - - ( - • A . . . . 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