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Sprague E 11606 Schucks Auto
0c ` ; :PARTMENT OF BUILDING AND SAFETY MOONEYAND PUGH CONTRACTORS, INC. P_ 0. BOX 11737 1303 BROADWAY AVENUE SPOkANE. WASHINGTON 99211 (ANE, WASHINGTON 99260 ' (509) 456-3675 jO(j 6M ition contalned in it and submittsd by me or my ayent to compile eafd permit (a true and corrsct. In MENTS/NOTICE provisions Inciuded hereln and agresto comply wlth iame. All proviaions of laws whether apeclilod herein or not. I underatand that the Issuance of thts permit and any subspuent :onatrued to 9ive authorlty to violate or cencel the provitlont of any etats or local Isw roqulatlnp )rn ol any state or local lawa repulatinp conatruction. (509) 535-8874 qcoFRIY YOST APPLICATION r)ATE 1 1 ' . ~ ' I i' , . i '.,t Y~~ ' '..J L~ . r:~ " f '"J~ -X ..1 ' "T f ~ +I ~ .1 f J t~ ~ •~'~Y I... 'w) i . . . . . . ~ ' i '•.r _ 1 i . i... J. k., r~~ ~.L ki r~~t . 1Z . r.~. : .,T . 1: i14.. ..tr •1* ~ifl• -ft ,I.. ..V~ . . . . _ . : , . ` i~ .i: . , . . , . . . - . . . . . . . . . . . w . t .i. . ~ . . . 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X. { •j~ .1~' . 51 ~ ~ i ' rt~ 1 ' ~ r~i ~ ~r.~ :~j. X. . : ; . . . ; J. 1~ J.. 7k L• •1C . •~i .t. : Y i~ 1~;, ~ ; N: k W. - ,1 r.. r.'Y' fa~i t.! P - 1+. 1~ i.~ l~~ti i~ i.•• ~ ~ i••~ t~~ ~ ~...h ..f. .y f~ ~ .I I ..r. ~~f r •v r1 r., _ t•' , 1' . c... . ~ . ~~~1 1 ~ ,~Y k'Y 'J . ~ ~ •7 1... ! ^ ~ . . : ' ' ' . t 1.^ I•' 'Y ' r t ~ i ' .1 ~ . . . . . . ~ i ' t.. . . . . ' I:° f`I i ^ susrqrrtrtv PatQNL 'ri ERtGnoN v51401N4 RooF MRcWyNtc.AL RQIIIP^W lO1WS CURAN 14Y PitoC'EDURL oF L1414105.. SN"- 6L SUBrMn7t0 -'ib DCspr-oP StU1,W" A14b sAft'i'Y Foll. "v1EV) PRtoR'Tb ~~~N~Y . . , . . . . f: ~ . . _ . . , ~ _ _ . . ~ _ . . . . . ~ . ~ : • . .i . ~ _ . i , . , _ t-~t sZ' I t4 f I N a FY..C oR o RA►" 00 Pw►wKets/ Au. JoIWM sEAuPA sr.E. aRNw44j . , . t... . . . ~ . . . ! . . i... . . . . . . ~ ~ i . . . e. . . . . . . . . . . . V-. J y . ~ .y . r-., •r ~ . • ~ • , ~ I : : ~ i •r i - I i~~~ ~ - i. ~ i ~ r~ ~ ~ t... . . . . . . ~ W - ~ . : . , . , i , ` . !"i . . _ . . . . l... ' ' ' , . • . • ' ' i I r•'. . . . . . . . . . . . . . ~ .._.~../~.~.1 _ ~ ~ " ' , . . , _ . . r• - . . . ; . . . . . t :C ; ~ • ~ : . . . ~ . . . . . . . . . . . . . . . . ~ i~' ~ x2~'~.~.... f . . ....7/Ojd L-r • J t4 affte 0''7+~~+ • ••~j 014ect $901~50'~ , g Name _ als 1eph°~e ~ e~scZ i a~ . 'g _ or,e D ~~a ' - Date 'u~►~ `s ' bj-- ~ ~I r 60~ s,- + l --?~q ~ , L ~ PA a 46 r ~ . ~ ~ . • ' r ' , ~ r 00--- ~ ~ • • • L - ' i r ~ . . - . . • ~ .r , ~ . ' .~►r~ , • r ~ ~ . . . Inland Pacif ic Engineering Transmaittal ~ south Zs atnnom spokene, weshtngtan SQ9 535-1410 9M2 Tp: Spokane County Engineers DATE: Apri1 26, 1989 North 811 Jefferson Spokane, WA 99260 » PROJECT: Northern Automotive 1 ay w ~ a5 ~}~~q I A u e ~ ~k+49 ATTENTION: Gary Nelson • . ~ Gentl emen : - _ ' - We are sending Q(X) enclosed under separate cover copies of the following: Description Blueline Prints Copy of Letter Original Drawing L/ Contract Oocuments L/ Work Authorization Report No. Copies Date Description 1 4/26189 Revised Orainaqe Report Requested Action Information /x/ Review & Comments Oistribution Written Approval Signature b aeturn Remarks Please review the enc7n4ed revised draiea9,e_plan and r-alrirlat;nnc_ Thp building has been moved two feet east and the '208' Qond in the southeast corner has been resized. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. ~ 6 • y . . Drainage Caiculation Schucks Automotive - Revised 4/24/89 DEVc10FcD 'G FACTOP,S Faae: 1 0~ . PkOJECT: S:huck's autamotive DATE: 4124184 BASih A EAIR',-UBE '33. F;. ACRES X10TAi 'C' FACTOR Y x'G' QcMARt;S Faving, SW 0 6.000 0.000 4.90 0,000 ~oofis o0?0 4.138 0.6,5 (~.9Q 0.559 Rzrvlcus 5761 0.086 Q. Z%5S C.10 ' MN r G.225 I .t~o'v ' 0.542 Deveioped 'G' Factar i»sik B l.M-L'K E.S. t i. R~FEE z UOTA: 'C' f,R~TCP ~ x' C' PEt(ARKS favlng, S41 10i6 0.:53 0.'54 t~,3v 0.679 Roofs 0 0.440 0.00 00.4tF 01090 P~~~iu,,,s StT17 C.11: 0.-'40 0.10 r. ~~5 U.43Y 1.t30 ti 0.-03 Lfve;ned C' rac:rr '208` and drywell calculations are based on the above shown areas and "C" factors for the two major basins of the project site. Because of the small siie of the basins, time of concentration is assumed to be less than five minutes for both basins. A third basin, which consists of most of the site south of the south edge of the parking area, wi11 not be disturbed by this construction. The attached bowstring calculations show that adequate '208' ponding volume is provided by the '208' ponds. The bawstring calculations also show that two type "A" drywells, one in each basin, will be adequate, together with the proposed ponds, to dispose of runoff from a 10-year storm. Inland Pacific Engineering Co., Inc. South 25 Altamont Spokane, WA 99202 (509) 535-1410 . 1 3Qi1STRIN6 METHGB Project= Schuck's AutQaotive DETE#TION BASIN dE'OIGN Ra;in: a Designer: ENC Date: 4I14189 Tiae lncrei►ent (tln) S Tame of GLtnc. (tln) 5 OLtflow (c.f.s.) 0.3 Qesign lear Flow 14 Area (acres) 0.225 1sperviQLs tsq. f..) 6020 'C' Factor 0.592 ' • Area t 'C' 0.03 iime iYae Inc. Irrter,sr:y 9 bereicod Voi, In Vol. Qut Stara3e (tin.) (sec.) (lnl'hr.) ic.f.s.l tca. it.l t:u. it.1 [cu. ft.1 5.00 30 3.419 0.42 17tl 94 30 - - 5 300 3.19 0.42 170 10 6J 1C 600 2.24 V.50 209 130 29 13 900 i.Tf C.?4 230 2 70 -34 20 1240 :.43 0,14 251 36C. -109 2 5 1500 1.21 t.16 258 450 -192 30 1800 1.04 0.14 363 590 -277 2IC4 0.=1 ~.=2 267 636 -:43 t0 2400 0,,;2 f',11 173 720 -447 45 27Yo 0.74 (1.410 2r6 810 -534 50 3000 0.63 ( .'~i 'Li1 900 -6I9 11.00 4.54 0.09 7q3 574 -700 60 3t00 0.6; (.08 J-0~1 1(I80 -3-19 65 ~itio 0.60 0.09 :All 1134 -8`0 14 42:10 t1,52 0.03 _'2 L60 -C2; 15 060 0.116 u.07 ;,3 151iQ -107 80 4800 0.553 Is,0 345 1440 -1-0,94 85 11-1100 0.52 0.07 1160 1534 -1170 90 5400 0.150 0.0 vA ?e~t+ -1254 45 Wo f..69 4.07 379 1720 -1331 lOQ 6000 0.48 tt.(16 390 1846 -1410 '298` DRAIXAGE FOttl CAt CiSIP71GNS Required ?08' Sat3rage vaiu,e E6 in, de~'%-hj= 1apetvtous 6020 Sq. Ft.i .5 an / 12 in.lft. 251 Cu. ft. '206' Stnrage UalLae Prmyiaed= 762.5 Gu. Ft. DFYMEI.I REQUiR_NEN"rS - 10 YERR DESIfN STURM Maxicum Sfiorage UoInm= FsequirEd by '8a"strang'= 80 Cu. Ft. Aucber attd type of DrywB11 SRequrd 1 Type ,A. 0 Type ' B' • r s • BtILIS;RiNtr MESHOD Froject: schuck's Aatose uve D€IENT1C+N BASiN DESISN Basin: 8 Fiesianer: EaC Date: 4124167 Tine Increragnt (m!n) 5 Time at Conc,. (min) 5 mlkilnw (c.f,s.)` 0.3 Desigi Year FIaw 1n ~ Rrea,facres) 0.469 < , Imp_rviQUs isq• ft.) 1~_9b , ' C' Facior 0.703 ' Arez. t 'C' (0.330 3lG? T,i;e In:. InteRsity t] Uevelapd vol. In 4oI. Qut S#orage (mist.) '(Set'.1 tinlnr.) 1c.f.s.) ttu. ft.) (cu. #s.) Icu. ~ 5.40 3140 3.18 1.05 421 40 KI ~ tg0' 16 -1. CS 421 4ri 331 10 600 2 4 0.74 1518 !80 339 t; -9 0 v 1.77 A.;s sas 270 315 2ft 1140 0.4$ 622 339 262 25 45% 1.711 0.40 639 450 189 30 liBuU 1.04 0,,34 652 544 112 :►S 21C-0 0 91 0.34 is! 634 al 40 2404 6182 0.21 670' 72t1 -44 45 2700 0.74 0.24 68,4 ?10 -126 50 300 0.68 0.22 695 94 -10 55 Urt0 0.64 0.21 7108 s94 -27E 60 ?63G 0.61 (1.20 195 10?0 =3:~ d3 3900 6.60 0.20 742 1170 -376 7n 429t1 4. `s 0.19 823 i 260 - a37 15 111500 0.501 0.18 Kn0 1350 -51.110 60 4800 0.53 0.47 -853 1440 -583 85 S1t~A 0.52 0.17 932 IL530 -6:3 90 5 4 0,50 0.16 907' 101 -723 °i SiEtD 0. 4? 0.16 $37 1710 -773 t6U 6000 0.48 0.16 966 i8e4 -334 ' 208° DR14ittAoE PUD GALCUILAT I=~tIS FpQliirPd '2i8' Starage ti'olune tb in. dapthj= IciFervious 1334W Sq. Ft.i .5 in 112 A_n.lft. 641 Cu. R. '208' Stotage Yalue ProvidEd= 659.3 Cu, Ft. LRYKcLI REGIIREK':NTS - lU 4'rrAR DiS3M STtsRM Maxieua Storage Voluse RFquired,by '4wstring'= 336 Gu. Ft. Nuflbet and Iype at I►ryaells Required 1 Tvpe `A. 0 TYPp T .j » . ~ . ► Drainage Calculation Schucks Automotive DIVILGPID C' F1Gi0flS Page, l of ~ PROJBCT Scbuct "s Antosotive DbTg 4/6/69 BbSl li b LlRD-OSB SQ FT 1GABS xt0lAL ' C' FACT/JB t x`C °&BIUlRS Paving, $H 3975 0 097 0 236 0 90 0.211 Roofs 6020 0 138 0 425 0 90 0382 Pervione 4780 0 110 0 837 0 10 6 094 . 0 325 1'qQ0 • ~ 0 630 Developed °C' factor BISIN B bddD-OSS SQ Fi ACUS %tOrAL ry C' FlCT08 I i C' IiUARiS Paring, SR 12190 0 280 fi 992 n 90 0.712 Roafe 0 0 000 0 OOG 0 90 0.000 pervious 3210 0 074 0 208 0 16 0 021 0.354 1000 0 733 Developed 'C' pactor '208' and drywell calculations are based on the above shown areas and "C" factors for the two major basins of the project site. 6ecause of the small size of the basins, time of concentration is assumed to be less than five minutes for both basins. A third basin, which consists of most of the site south of the south edge of the parking area, will not be disturbed by this construction. The attached bowstring calculations show that adequate '208' ponding vo1ume is provided by the '208' ponds. The bowstring calculations a7so show that two type "A" drywells, one in each basin, will be adequate, together with the proposed ponds, to dlspose of runoff from a 10-year storm. In1and Pacific Engineering Co., Inc. South 25 Altamont Spokane, WA 99202 (509) 535-1410 y ~ ~ 4b f , 80NSYflIflG bBTBOD Project Scback s Autonative DIgIPYI08 BbSIN DISI6H Basin. A Designer BNC D`ate 4/~/89 7ine hareoent '(oin) 5 ?ine of Gona (oin) 5 OuLflaR (c.f a.) 0 3 0 Design Year flow 14 bxea (aeres) 0 323 ~ • Impervioua (sq ft ) 9395 ' C' factor Q 691 ' • trea s 'C' 0 205 Tine Yine Inc Intensity 9 Developd Vol. In 9,01. Ont fitora8e (nin. ) (sec. ) iin/br ) (c f s, ) (ca. ft. ) (cu, ft ) (cu ft. ) 5 oQ 300 3,18 0.65 zsa ea 172 s 300 11e 0.65 asa eo iTa 10 600 " 24 0 46 322 1o4 142 15 900 177 0.36 364 270 94 20 1800 145 0.30 389 380 27 25 1500 1.21, 0 25 398 150 -52 30 1600 164 0.81 406 540 -134 35 2100 0 81 0' 19 411 630 -219 40 2400 0.62 019 421 z80 -Z88 45 2700 G 714 0,.15 425 810 -385 30 3400 0.68 0.14 433 900 -469 55 3300 0.64 013 447 880 -543 60 3600 D 61 0.19 463 1080 -617 65 3900 0.60 4.12 482 1170 -678 90 4200 0.58 0.12 512 1801 -948 95 4500 0 56 0.11 528 1350 -821 80 9800 0 53 0.11 533 1440 -907 65 5100 0.52 0.11 535 1530 -05 8b 5,400 0.50 0.10 364 1620 -1056 85 5700 0.49 0.10 583 1l10 -1127 100 6000 0 48 0.10 601 1800 -1189 0 '208' DRAIRA68 POND CA6COLATIOBS Reqoired 'ZOS Starage Voiume (8 in. depth)= Iiopervious 8985 Sq. It.* .5 in / 12 jn.tft. 392 Cu ft, '908' Storage Yolnne Provided= 431 Cu. ft. DHYii6LL BIQOI881RIT5 - 10 yBAR- DISIGB SYQBN baximun Storage Volume geqnired by 'Boaetring'= 172 Cu It Huaber aDd ippe of trppells Aequired 1'fppe 'A' a 8 ,Tppe B' e ~ w . • ~ f a ~ BOWSTRING dITHOD Pro ject Schuck's Au'tonative DITIRTI08 B9SIN D8SI6B Basifl: B DeBigner• BNC Date • 416/89 4ime Iacreneat (min) 5 T3Be af Conc (sia) 5 OI}tflOR ( C . L8 ) 0. 3, DBBigD Y6ar fIOA 10 Area tacres) 0 354 . InperP.ions (Bg ft ) 12190 ' C' factar 0 723 i Area = 'C 0.256 tijie, 4ine Inc Intensity Q Developd Yol. Ia Val. Out Storage ,(Bin.) (Bec.) Un1hx I (c.Y.a.) leu. fd.) (cu. ft.) lcn ft 1 5 QO 300 3.18 1.81 327 80 239 b BOQ 3.18 0 .8 1 1329 90 237 io soo 2.24 0,`57 402 ioo aaa 15 800 1.77 43 454 270 184 20 1200, 1.45 0.37 483 360 123 25 1500 1 ai 0.31 486 450 46 30 1800 1.64 10.77 506 540 -34 35 2100 U 91 0.,23 513 630 -1 it ' 40 8400 0 82 0.21 585 120 -185 45 2700 0.74 r 0 19 531 810 -279 50 3000 0.68 0.17 S`40 800 =360 55 3300 R 64 0.16 557 880 -433 60 3600 0 fii 0.16 598 1080 -502 65 3900 0 60 0 15 615 1170 -535 90 4206 0.58 0.15 639 1260 421 95 4500 0.56 0114 660 1350 -69,0 8`0 4800 0.53 0.14 665 1440 -175 85 5100 0 52 0.13 682 1530 -838 90 3400 0.50 0.13 704 1620 -916 95 5900 0.49 o 13 728 1710 -962 100 6000 0 48 0 12 750 1600 -1050 'ZOB' DuIsiBs PBND CAi,COLARIOBS Regnired ~208' 5torage Yolume (6 it deptD)= IoperviouB, 12190 S9 Ft _.5 in / 12 in. Jft. 508 Cu ft. '200' Stora$e Volaae Fcovided= 552 Cn. Ft. 08I#1GL RBQOIBBBUIS - 10 YBA8 DISI6A STORM Haxioas Storage Qoluee5 Heqnired by 'Bovatring'= 237 eu. ft, gnober asd Tqge of Dryvells Required 1Type 'S' 0 YYpe 'g. MG-AS~Fi`5 K1]'~i~i j ~ razuter ?eir p~ n"~ Fnd 4rou~ ~a~p ~ Fnd DroU cap a! ~1 ne n~ r rr~ d ? ~~~e S,1 uf Bardlit Q~ yl7Ff 'i G~4~5fip ~ ~ah. d~ 19k4+E ~--p e S,L af Bowcflslti A~LA4T ~,VIIQIG ~ Q~`i ~ I ~l ~ ~ 10~ ~v~~ ~ r~ r.~t rr~p atia~ I I ~ a~ ~ ' I~ ~ a ur ~r..L o~ a d '~+R rrat~+norr ot r~w ~[a~F~ ~ ~or~ ~ ~c oRrr¢L vu~[ ~ ~ ~ ~ o ~ ~ ~F OUR ~ ~ --~°--,r.~~}_.__~-o~ , f~tl4 4iA9 ~ ~ , . ~ 4F- ~ ~ I~ ~ MTjw 8.]D-C33 T'A ~ ~ ~ ~ /J~d f 6rta. 0-14-4-U nM.~~ ,r~1 ~ Y 1~ ~ ' i. ~ e ~,J~ ►~d 1 ~ Y rNt ~ ~ # ~ ~ o i ~ ~ w B _ r~xrr r~+E ~ . _ _ ~ - ~ ~ _ ~ _ _ _ ~ ` ~ ~ - ~ ~ _ ~ ~ ~ ~ , x~ TYPICAL ~~8 RETEN11+D1~ P~?HD ,~1'G~u~ ~a w~. ~ ~ ~ ~ l ,~r J'`~~~J,1j /r~ r , r - 2` P.M.C ~ClO/' F~1~N~! ~L? 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