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Euclid E 16601 Motor Frieght Terminal T ~ . , ~ ~ • s~" • ' ~ , SPOKANE COUNTY DEFWKTMkIlT OF BUILDINO AND SAFETY W.130 flRQAOWAY AVENUE sPOiCANE, WMsNINOTON 9use0 0" 456-m6; , ~ I b~Mttythat I hsv~examinad tht9 permlt and ~tMst thwIntormaUbM;~n~If'i kbndwbmi~t~d by~na n+~r etooan~~aiev.n~,ttbtruofndoonral.In ada~n.in.v.~a.,►du~a.~sa~dO+eIN~cmoN~ovia~ ~a~~o++alo~l nc~„~rd'na~~p°"r+e iqstooo~r+~a~wnnan+M.Ni~~orl.w. sndareina~ panisminp thbeyp~ ot worlc wlll be eah+ !sd w1!h A n ornoL v~ qiat~h~ lraro~af thupwm iturdanr~b~~qusnt ~n~on epAra►do or CaANtates ot Oooupanay the pnoti+►t~ib+t1 tt y'ob or I~f ttiw~ r~td~~ ~noroip~n~uo~OrovUlorii of sn~r dIts of I~af law npulaano ao~uaMo~~~ ot a o war►~tnty of Qoniormena wia~ SIOHATURE OF ' APPLICATION OWNEa OR AGENT _ QAqM , ~ , ~ l V ~1• f ~ x r 0 PR0.1ECT NUMBCFt»- 89004882 DATE= 0/22/89 FAGE= 01 AP'PLx CAT I QN ~ ~~~~#~•ua~~~a~~~~~a~~~~~~~~~~~~~~~ APF'LICATIpN S I TE STREET= 16601 E FUCLIO` 6P i 2541-9 110 ADDRESS= SPQKANE WA 99216 ~ , PERMIT USE- MOTOR FREIGNT TikkINFiL ~ 4 . , PLAT;= BSI~ 17 P~,AT Nt~i~F= HSI~ f~f 7 , BLOCK= LOT= ,"I_ONE= MPG DIST~~ F' AF~E~1~ ~'/~1~ F' WIDfiH= ~'13 A~EPtN~ ,~79 R/W= 60 4 OF BLDGS= i # DWC'LLINGS= 'f OWNCR= YCI_L.0W F~ETGNT SYSTEM, INC PM(.ZNE= 913 345 3040 STREET= F' Cl x+OX 7270 F1AAFiESS= C1tilER1..AND F'diRK K.S 66207 GONTACT NAME= YEl_LOW FFETGHT SYST~M f'HONP NUMNFR= 913 345 3000 BUILDING SE7PACKS, FRONT= NA LEFT= NA RIGHT= NA REAk= NA REVIFW ]'NFQRMATXON AATE 13EPARTME'iVT NAME REVxEW COMMENTS IN/nUT xNTTtALS BUILDING & SAFETY PLAN REV~EW kEQUIkED p 891122 ..lAS I u ~ ~ .~~..~r~.rw~«ir~w~.wAw~Mnww.~Aw.M~ewrwa.wnrww~w~rwA~w~ ~rr~wwNw~w.. ~~r ~ { l 9 ♦ ~ w~~ Y YY N~ r~ MY r~ ~r ------Y~~ M -AA BiJ I L-AI NC & SAF'ETY ENFRC Y PLAN REVT EW kEQU T RED 891122 .JAS ~ r ~ . ~ ~ ~ ...........~...,..»_..~...._..~.s....._..~... ~ ; .y wr- r--wA-- .www- I COUNTY ENc xNEER raPPRoACHirLaan PLAYNinRAINAGE 891122 JA$ ; ~ . ...........ww.~.w«ww~....www.w....w.~wwnw.....www....ww«ora.wwwyr....w. .~w+.ww~......~ rwrw e ~ ww~..r~rwr.~w~a-.w-w-ww-w--....«ww-«q M....~.qr.ww. wr~.~ 1 ENVIRONMCNTAI_ HEAL.TH NEW n'R AADITlt?NAL WASTtr•WATER 091122 JAS ~ w.---rwr-rwrwwr..w-wrww--ww--r.w+~.r~w~~w ~w~.~r.~.rw w........ ~ 1 C ' ! COUN7Y F'LANNTNG STTE PLAN REVIEW REQUIhED 891122 JA5 ; , . . ~ t -««ww--r------ww--tiww.---w------M ---ww-w wrwwM FIRE DIL P,rf'T F Y RE FLOW TO BE REV 7EWF'n 891122' JAS ~ l , .f...... ~ ..A -...-t p......_ ~ 1 4 w w «a w. w. w...~... ° ...f w ~ I . • - - ' SPOKANE LJNTY DEP~~l~I~ENT OF BUiLDINC. ..AND SAFETY , 41 W. 1303 BROADWAY AVBNUE BPOKANE, WABHINOTON 99260 (809) 486-3876r I certf y thet I Rave examined thls permlt and etate that the tntormatton corttalrted In It and eupmftted by me ot my agent to complle eald permll ia tnte and oorrsct. In nddition, I hsve read snd understand ths INSPECTlON REQUTAEMENTS/NOTICEprovistons included hsreln and ngraetocomplywithaame. Atl provislone olEaws and ordlnercea governing thfs type of woric wtil be complied with whether specitied hereln ar not I undsratsnd lhat the leauance ot thte permlt and anysubsequent Inspection approvats or Certiftcatea ot Occupency ahall rtot be conewed to pwe authorfty to vlolate or cartaef the pro+rblorte of any atats or locel law regutadng conatructton, or ss a wenanty ot canformence wtth tte pravislona ot any etete or local lews reBulating conatructtan 31QNATURE OF APPLICATlON OWNER OR A4ENT I)ATF - rJr,c,JECr NuMBER= 890048e2 DATE= a g /ti2/94 pAfMr = 01 AF'F'! IC:ATT flN APF'l tCA7' CCIN ~c~xx~c~~~~~~~•~~~~~r~~~~~a~~~~~fi~~ S I fiF STFrF T= 16601 F FtJCLTD AVF i='ARf:EI 1r= 'f "':54 i -gii0 AUriRFS5= SPOKANE WA 99216 F-F"RMlT 11.5F= Ma7f)f, FRFICI-IT 1FFiMINAl F'LATO- K.t'P 17 F'Ir &hT NAMF=BsI', P.- g 7 EtLQr. Kw I-ClT = ?QNF" i~} G DT X7.,=- F ARFA= -`/A= F WTDTHw ."''F ~ ~FP714K- ?79 I: .'W= Ai, ~ 17F ktL DG,S= 1 0 DWFI_1, T Nf;S'= OwNER= YEi...Low FREIrw r sYSrEM, rNr° PHONFw 91~~~~ 3000 sYkEFY=- P 0 Bcax 7270• ADDRFS,S= CIVFR! AND PAtiK KS 662.07 : CCIiVTAf;T NAMF= 1'F'L.IwOW rRFTrH'r SYSTEM F'Hf1NF N►lMk+f'R= 91" 14q "4006 BU lL.D x NG SETBACK S FRONT= NA I..EFY= NA Rrrl-tT=- N4 . 1~~.-Ak= NA , REV7'FW TNFC1RMATTfIN nArF DEF'ARTMFNrNAMC kEYTFW GOMMI"NTS TN/niI7 tNTT [Al : BUTI Ii rNi~ SAFkTY F'L.AN FiEVTFW REntllkF'n R91 122 IA'~ Aha , ~ , , ~ Bu rI n~Ni-t ~ ,sAFrrY ~ Rr.Y P REvrFw RFQI» RFn PZ2L`tt N~v ~aTio~ ~fu ~f r / w r w. w w w. n. ~r COl1NTY ENGiNEFFi APC'~ROACN/FLOOD P(..ATN/DRATNACF R9 f2'' 1 . .~..r.. ~..w + r«.. w« .w....ww«.w r EMV1 RAiJMENTAl HEALrTM NEW C1R ADDxr7nNF11 WA.'TF WATFR Rgi 1IA.' ...../:tC Ag2dl _ji ~ COUNYV Pi ~NNzN(; ,sTrF Pr.. aN R TE 1"ErI)xRFn p 91 1 fr;~ ~AI~ & FrRF nTsTRzcT *IFF"I- W F~~F v1F wF xy s91 i I a.~ 1~ M w w~ M w rr.r~ ~w u~ M~~ wr ~w w. a«s wr~ w~ w w F r c o.~«... ..w....~.rw...w«..~...~..~....r~. www»..w. w.«..~.~.w ~ ~ ~ , ~ . bldg. P'ermit Fee K~a. ~~rFile E~►:~. _ Px oa ec t N-ame , lAd4r ess M1 P`ar c el NQ. r - _ ~ lQ 7 ,$P o n s o r'ra Name c rR~* Ph-on e #(9J3) 3 iJ_.S" ~ 3ao ~ EngiReer/SurveXor's/ArchYteE-~ts Name - ~ Tele.ph.ane # - P1 anning Ccn t act Persar► . Date Submitted, nescript i.on ~rt~~ia.lsu..,xa- Ya Y_oq- 410 ~-~l ~ - , ~ ;7 71' ~ - iI ci d . ~ &r,J -Of ~ ~ , d ~ . ' Spokane County • DepartmcnC of Building & Safety , ~ X~. - JAMFS L. MANSON. DIItEC'rOR DATE: LETTER OF TRANSMITTAL - TO _ ZAir Pollution Control Utilities Department • ✓ Engineer's Office City of Spokane Environmental Health Fire District No. ~ Planning Department Liberty Lake Sewer District IR.E : ADDRE5S : , I &&o / ~Uje~I,4., 4 Lj OWNER/APPLICANT: ~e) IOLi 14 --,5-~/ ~T~-rL. . f a PARCEL NUMBER: PRO~TECT NUNIBER:Fq 6 D- PROJECT DESCRIPTION : _r-'IQ4O ,e Ge4e_;jh4 -Tee_~ Ao-,(L ~NOTICE OF PRE-APPLICATION CONFERENCE: An initial review for the described proposal has been sched- uled for Weak .1 at _JD;~ ~D a. m. in the Building and Safety Conference Room. Attached is a preliminary site plan for your review. n NOTICE OF PRE-CONSTRIICTION CONF$REt1CE: ; u A formal review for the described proposal has been scheduled for at a.m_ in the 8uilding and Safety Conference Room. Attached is a copy of the permit application, along with the site development plans for your review. Should you find that additional information is needed in order to present your findings at the conference, please contact our office. I iREVISED SITE PLAN ATTACHED: u As required at the Conference for the above proposal, attacned is the revised site plan dated . Should there be further revisions necessary, or if your portion of the permit is ready to be released, let us know as soon as possible after contacting the applicant in order that we might keep informed of the status of the project. I IMBETING TO BE RESCBEDIILED: u Please be advised that the Conference date for the above pro- posa 1 has been changed f rem a t__p____~ a. m. to at a.m. i jOTHER: U WFST I303 SBOADWAY • SPOKAniE WASMNc; nna oWAn . nw1 rvaI Au.U74* . . w ^ • ` RLVCLr1VEr;- M 7 DEC p 1 ` 1~ - 1989 ~~~~E CpUT~• E~6dl~fER ~ S P O K A N E i C O U N T u a`1 DEPARTMENT OP BUB.DlA1G AND SAFEIY • A DMSION OF THE PUBLtC WORKS DEPARTMF.NT JAMES L MnNSON. D1ttECTOe pElrNis NL SCo'n'. DIItECTOR TO: John Harrington, Planning Department Bob McCann, Engineerinq Department Tom Postlewait, Building arid Safety Daryl Way, Health District Clyde Wisenor, Fire District No. 1 FROM:~' Tom Davis, Code Compliance Coordinator Department of Buildinq and Safety DATE: November 30, 1989 RE: November 29, 1989 - Pre-Application Conference East 16601 Euclid Avenue Enclosed is your copy of the minutes to the referenced meeting. Should you have any questions or need additional information, pleases feel free to contact me. TLD:rmd cc: Mr. Mark Aronson, Taylor Engineering Inc: Mr. Wayne London, Yellow Freight Systems Inc Ms. Mabel Caine, Air Pollution Mr. Dennis Scott, Public Works Director WEST 13Qt BROADWAY • SPOxartE,WasHNcrotv 99260-0050 • (509)456•3675 FAX (509) 456-4703 • ~ r • t • MINUn8 PRE-AppL=cKTSON coNFgRENcs LAB'1' 16601 $IICLID AVSNQE MOTOIt FR$IaHT TgRMINAL NOVSMHEIt 291 1989 CALL TO oRDBRs The meetinq was called to order at approximately 10:00 a.m. by Building and Safety's Code Compliance Coordinator Tom Davis, with the following in attendance. P$RMIT RBVIEW PARTICIPANTB: Robin Domftrovich, Buildinq and Safety John Harrington, Planninq Department Bob McCann, Engineer•s Department Tom Postlewait, Building and Safety Daryl Way, Health District Clyde Wisenor, Fire District Ivo. 1 APPLICANTSs Mark Aronson, Taylor Engineering Inc, W. 106 Mission Spokane, WA 99201 (509) 328-3371 Wayne London, Yellow Fxeight Systems Inc, 10990 Roe Ave Overland Park, KS 66207 (913) 345-3600 SCOPS/PROJ$C'1' DBSCRIPTIONs I. General Overview - The owner Yellow Freiqht Systems Inc, is proposing the construction of a 13,800 square foot motor freight terminal. The proposed will contain approximately 4,000 square feet of office space and 9,800 square feet of dock area. The dock area will contain 26 doors. The proposed will be a pre-engineered metal buildinq that will be in operation 24 hours a day seven days a week. The entire site except for the employee parkinq area will be fenced with a security type fence. Also proposed are two above ground storage tanks, one will be for 10,000 qallons of fuel and the other for 1,000 gallons of fuel. The applicant estimated that the owner would apply for a building perYait in May 1990. SDMIIKARY OF DLPAR'I'MgNTAL REQIIIRSMENTB s I. Planning Department (456-2205) A. Discussion/Requirements 1. The zone for the proposed is Manufacturing, the proposed use is allowed in the zone. - 1 - 1 4 9 . s 1% 2. A copy of comments and landscapinq and parkfng requirements were qiven to the applfcant durinq the meeting. 3. The proposed is located over the Aquifer Sensitive Area. Please submit an updated critical materials listing to Buildinq and Safety for review. 4. Parking for the proposed is adequate, 51 stalls are required, 82 stalls are shown on the site plan. 5. Please submit a copy of the Spokane Industrial Park's landscaping plan. The landscapinq requfred by the Industrial Park's plan should be sufficient. 6. Any signs to be located at the site will require a separate permit. These permits may be obtained at a later date. 7. The proposed must comply with all of the requirements of Binding Site Plan 87-17-A. B. Permit Release Requirements 1. An estimate from a nursery including size, type and quantity alonq with a promissory letter from the owner stating the landscaping will be installed shall be subaitted. 2. Binding Site Plan 87-17-A must be finalized, approved, and recorded prior to permit release. II. Engineering Department (456-3600) A. Discussion/Requirement 1. Comment were given to the applicant and Building and Safety by Bob McCann. 2. Please submit a drainaqe plan for the site, at a minimum the plan shall contafn the following: drainage calculations for stormwater volwnes generated on site, calculations for total impervious surfaces contained within the site, finished grade elevations for structures to be constructed on site, finished grade elevations at the top and bottom of the 208 swale, a typical cross sectian of the 208 swale, calculations to justify the number and type of drywells proposed, and elevation of drywell inlets where applicable. - 2 - 1 l i ~ • 3. The proposed must comply with the conditions of Binding Site Plan 87-17-A. 4. Approach permits must be obtained for driveway approaches along Euclid Avenue. 5. An agreement to pay fees was given to the applfcant during the meeting. The aqreement must be siqned by the owner and returned to the Engineerinq Department. 6. The drainaqe in the above ground storaqe tank area may be a problem. Please submit a detail for drainage resolution in that area. B. Permit Release Requirements 1. Please submit a drainage plan as described above for review and approval. 2. All conditions of Bindsnq Site Plan 87-17-A must be met. III. Health District (456-6040) A. Discussion/Requirements 1. Daryl Way stated that he was concerned with any freight containinq critical materials. Daryl asked the applicant to submit a proposal for the containment of spills in the dock area. 2. Please submit a revised site plan illustrating the location of all utilities to be placed on the site. 3. The Spokane Industrial Park's treatment plant is out of balance due to excessive "processed wastes". They would welcome domestic sewage. 8. Permit Release Requirements 1. The Health District is ready to release their portion of the buildinq permit when the permit is applied for. IV. Fire District No. 1(928-2462) A. Discussion/Requirements 1. Fire flow for the proposed is 4500 g.p.m. - 3 - , . 2. Two fire hydrants are required to be installed. The fire district would prefer that the hydrants be located on public access. 3. There was some discussion on the location of the second hydrant. Clyde Wisenor suggested that the owner install a gate at the north east corner of the property so that the fire district can have access to the property. Other alternatives are to be studied by the applicant and a solution will be submitted to the fire district. 4. Lock (Knox) boxes containing access keys for fire personnel are required to be located at each entry way into the property. V. Building and Safety (456-3675) A. Discussion/Requirements 1. Plan review has been completed on the preliminary site plan and a letter was given to the applicant by Tom Postlewait. 2. The proposed structure will be classified as a Group 8, Division 2 Occupancy. Please submit a detailed floor plan for final classification. 3. The proposed is over the allowable floor area for Type V-N Construction. Please specify building type and if area separation walls are planned. 4. The proposed must meet the minimum requirements of the Regulations for Barrier-Free Facilities. 5. The applicant asked if it would be possible to qet a variance for the handicap requirements. Tom Postlewait explained that the building official would have to review the proposal and determine if a variance could be granted. 6. The applicant also asked if it would be possible to install a chair lift instead of a ramp for access into the building. Tom Postlewait stated that he would look into the matter and get back to the applicant. 7. The maximum above ground fuel tanks penaitted by the Uniform Fire code is 6000 gallons. Tom Postlewait suqqested that the applicant meet with Marty Robinson to further discuss the matter. - 4 - . . • • • . 8. Please submit an updated critical materiala listinq alonq with a clean up procedure program to 8uilding and Safety for review. 9. Please submit the above ground storaqe tanks design and double containment system for review. 10. The concrete in the dock area must contain a liner or must be sealed so any critical materials spilled in the area will be contained. 11. Special inspections are required for concrete with a design strenqth of over 2,500 p.s.i. Please indicate the na2ne of the testing laboratory and subnait copies of the reports to Buildinq and Safety. 12. A SEPA Checklist was submitted and circulated by the Planninq Department for the binding site plan. A supplement to the checklist will need to be submitted describfng the proposal including the above ground fuel tanks. B. Permit Release Requirements 1. Two complete revised sets of plans addressing the items discussed during and after the meeting and other items from the plan review letter needs to be submitted for review and approval. COIINTY ACTION It was agreed upon by all departments present that a Pre-Construction Conference for the proposed would not be necessary. APPLICANWB COMMENTB/AGRNOWLED(38MSNT: The applicant acknowledged that all comments/requirements were understood and had no further questions at this time reqarding permit requirements. CORRgCTZONB : To miautea or changes from what appears in the minutes, we should be notified within one day of your receipt of these minutes. To site plaas as required by any or all of the above-listed departments shall be submitted to Buil3ing and Safety who will then distribute accordinqly to those departments. - 5 - . ~ ' a,♦ ADrTO s There being no further business, Tom Davis thanked the applicant and the departments for their participation and reminded all that he should be contacted if there are any unforeseen probleaas which may arfse. The meetinq was adjourned at approximately 11:20 a.m. Copies of Minutes to: All participante File - East 16601 Euclid Avenue Motor Freight Terminal NOT$ To APPLICAHT: Some time aqo the County recognized the need to streamline the buildinq permit system and accordingly initiated these Pre-Construction Conferences. Comments so far would indicate these conferences are successful and do enhance the permit system. As a recent participant, we would appreciate any conments you might have to further improve the process or, should you have any questions or concerns reqarding your conference, please contact either Jim Manson, Buildinq and Safety Director, at 456-3675 or Dennis Scott, Public Works Director, at 456-3600. Sincerely, James L. Manson, Director - 6 - . ~ CJFF I CE OF THE COUNTY ENG I hIEER SPOKAhiE COUNTY, WASH I NGTON Projc c t: FreiQht Termx. na 1 November 28, 1989 Address: E. 16601 Euclid Pareel IVo: 12541-9110 & 9107 Ref Rlo. B83110 The County Fnqineerinq Department has completed a review of the above referenced project. The fallawinq informatian must be pruvided in order fur us tv proceed with our reviEw. A) A drainage plan fior the site which has been prepared in compliance with Spokane Coitnty "Guidelines fc-r Starmwater Manaqement". At a minimum the plan must contain: 1. Dr-as.naqe cal eulations for stormwater vol umes qenerated on site 2. Calculatians for total impervious surfaces contained within the site. 3. Finished grade elevations for structures to be canstructed on site. 4. Finished grade elevations at the top and bottam of the 208 swale. 5. A typical cross section af the 248 swale. 6. Calculations to justify the number and type afi drywells proposed. 7. Flevation af drywell inlets where applicable. B) The subject property is affected by the "Findings and Order" and the "Conditions af Approval" for the fiollowing land use action: 1. Binding Site Plan No. 87-17 2. Approach permits must be obtained from the Csaunty Engineering Department fc►r driveway approaches to the following streets: a. Euclid Avenue Cy Insufficient information was submitted with the proposal. We are unable to proceed witt~ our review. We will need the following before we can proteed: 1. Drainage plan as specified. Ycour cantact person ~.~t the County Encaineer-inq Department may be contacted by calling 456-3600. Your contact persun is Jerry Sa.ms. OFFIGE OF THE CDUNTY ENGINEFR SPOKANE COUNTYp WASHINGTON Project: Freiaht Terminal November 28, 1989 Addressa E. 1E601 Euclid Parcel No: 12541-9114 & 9147 Ref No. BE9110 The County Engineers.ng Department has completed a review of the ahove referenced project. The fal ].owing infarmation must be provided in order for 1-ts to proceed with aur review. A) A drainage plan for the site which has been prepared in compliance with Spol,ane County "Guidelines for Stormwater Management". At a minimum the plan must contain: 1. Drainage calculations for stormwater volumes generated on site 2. Cal culations for total imperviaus surfaces cantained within the site. 3. Finished grade elevations for structures to be constructed on site. 4. Finished grade elevations at the top and b4ttam of the 208 swale. 5. A typical cross section af the 12108 swale. 6. Calculatians ta justify the number and type af drywells proposed. 7. Flevation Qf drywell inlets wtrere applicabl+e. B) The subject property is affected by the "Findings and Order" and the "Conditians of Approval" for the follawxng land use action: 1. Binding Site Plan Na. 87-17 2. Appraach permits must be obtained from the County Enqineering Department for driveway apprQaches to the fc►llowinq streetse a. Euc 1 id Avenue C) Insufficient information was submitted with, the propcasal. We are unable to procced with our review. We will need the following befcre we can proceed: 1. Drainage plan as specified. Your ccrntact person at the County Enqineerinq Department may be contacted by calling 45E-3600. Your contact person is Jerry Sims. I NOT CE OF TRANSMI AL . Y ~ :a~or r . r~~h~~~ n+-~v' ~ fi.. y f ftJi~ i ~i ~ wfv"~ t',{r4f~?Wi ~pp~bn.+~yy~I; Y ~.._.f r.:'rfif~ f v+j'~Crxy a `r` ^ , Y kyX S~r t ti~lr s~ ~ `~v '~ii~s ,{`CT i ~ ~V4O CY - ~Y}$~~t v.i(~-n!.}"1}'j(J`t~{-'~{' Y j~T ,ti ~~x~~' ~ ~ ~ ' rf a~~,,6 r d f~ n vr. ay „ t y sa`~ ~ + oh ~~A , ~k , ' r~ ti at ~ ~4 '~rr fti'+Y. t tftJ Svn v? i 3~ t 1 f~.~ i~S ~i . ~ rM .?qr--~ ~ ~ J 1 \ ?t Y L ciPa-6 ,v7o_-4 ~ ~ ~i~~~ r ~7~ ~ f~~y~'~~ ♦ y .c `k "y, ~ fn~~0., ~~S 4 ~ ~ ~ r i f~ +k~~ 4 r~~'~•,vt~y~ rL~y '>'vr~ii~$vb~ i ~a~.r v~t~..i' ~ f''~w~ 'rrs:•x-y}~r F f } fiT ~ n!~ 1 lJL~~/tY7bJ7~ f VY~Jfi11 {W I lw~ ~ ~ _ ~ U TYPE OF CONFERENCE Pre-A I~cation Pre-Construction ~hO~4 PP - - TIME. DOCUMENTS CiRCULATED DATED REVISED , APPLICATION S1TE PLAN ' i t pRAINAGE PLAN ' LANOSCAPE PLAN V GL 44 -e ~ 4xhF~: ~ ~ Other. ADDITIONAL INF4RMAT10N o ) uoa, , ~ - ~ ~ CIRCULATEO TO CIRCULATED BY Air Potluuon Utifities Englneering Fire Disirict # Nealth Distfict Uberty Lake Sewer Questions? Contact Jeff Forry or. Pianning Other. 0, c ~ ~ . . ne County OEPARTMENT OF BUILDING AIVO SAFETY West 1303 B(oadway Spokane. WA 99260 (509) 456-3675 (office) or (509) 456-4703 (fax) ol . ' BROOHS HENSLEY CItEAGBR ARCHITECTS & PLANNERS SPOKANE August 21, 1990 Thomas Postlewait, Plans Examiner Spokane County Department oP Re: Motor Freight Termioal Building and Safety E. 16601 Enclid Avenue West 1303 Broadway Plan Check No. 89-4992 Spokane, WA 99260-0050 Dear Mr Postlewait. This is in reference to your July 20, 1990 letter concerning the Yellow Freight Motor Terminal ia Spokane, Washington The responses to your questions follow respectively. SITE PLAN AND GENERAZ, COMMENTS 1. BeJore the permtt can be rssued, revrew and approval oj the project by the Spokane Coisnty Health Department, the Spokane Corarty Plammng Departmenl, the Spokane County Engraeers OJfice and the Spokane County Utilities Departrnent will be necessary. Call to Tom Davis--Permit Coordinator The fallowiag items from the November 29, 1989 Pre-Appiication Conference were not addressed in the Construction Documents or are a resuit of the Document review by the referenced department• Planning Deaartment: a"Fence height shall not exceed 8'-0" in height " Resoanse--See Addendum 1, Item C-1. b. "Parking for the proposed requires 51 stalls and 42 are indicated." g~ponse--5`ee Attachment 'A'--August 10, 1990 letter from Yellow Freight SyStem, Inc. c. "A promissory note is required stating landscaping materials will be installed " Response--See Attachment 'B'--August 13, 1990 letter from Yellow Freight System, Inc. d. "A cost estimate for plaAt materials is required" Resaonse--See Attachment 'B'-•Augnst 13, 1990 letter from Yellow Freight System, Inc. Engineering Deoartment; 1. "Revision of detail 16/C-3 to comply with Couaty Standards." Resnon!Le--See Addendum i, Item C-3. 1213outb Wall Street, 8pokane. Waehingtoa 89804 (609) 747-7181 FAX (609) 634-0276 Pnttcipal8 Keaneth W Brooke, FAIA. Joseph M Heaaley, AIA. Assoeiotes Donald F Trwl, AIA Bruee Morae, AIA Douglaa L Xasraan, AIA . ~ ~ . • PAGE 8 Heglth District No outstanding comments Fire DisRxict No outstanding comments 2. Please check with Fire Distrrct No. 1 Jor the number(s) and locatio» of the hydra»t(s) to satrsfy the mrnrmurri jrre jlow of 4500 G.P.M. Hyd rant(s) are required to be installed prior to commencerrtent of construction unless otlterwtse approved by the Fire District. IJ such approval rs obtatned, et should speciJy when hydrant i»stallation is deemed necessary by the dtstrict (i.e., "prior to occupancy," pwithtn days of occupancy," etc.) Such statements skould be tncluded in the letter jrom the dtstrict delrneatrng the hydrant(s) location. See Sheet C-2 of Construction Drawings. 1 hydrant eaisting. Second hydrant shall be installed prior to occupancy. Acceptable to Clyde Wiscnor--Valley Fire District 1. BARRIER-FREE REQUIREMENTS Washrngton State Regutatrons for Barrier-Free Facrlities 1. The Jloor or landrng shal! be no more tha» 112 inch lower than the threshold of the doorway. Landt,rg shall be level except Jor exterior landings which may slope of »ot to exceed 114 inch per foot. Filhen door open over landings, the landing shul! Jtave a length in the directron of travel of not less than S Jeet. (Section 3304 (1) of the Regulattons for Barrier-Free Facrlities) (OIlrce). Door 9: Threshold shall be 1/2" maa. above adjacent floor and landing. Laading to slope away from building at 1/4"/ft. for four feet. Elevation at top of stair shall be 108.08'. Elevation at bottom of stair shall be 104.00'. Door 5: Threshold shall be 1/2" max. above adjacent floor and landiag. Steel grate landing aad stair sball be revised according to Addendum l, Item G-4. Grating shall slope away from building ai 1J8"Jft. Elevation at top of stair shall be 108.08'. Elevation at bottom of stair shall be 104.00' 2. Ram p intermed rate land tngs shall be aot less than S jeet d lmensron and bottom land ings shal! be not less thart 6 Jeet. (Sectron 3307 (d ) of the Regulations Jor Barrier-Free Facihties). r IntermedjAW Landing: 5' radius indicated on Floor pla.n, Sheet A-4 shall be to inside of curved wall not outside as iadicated. See 5'-8° dimension at left (south of intermediate landing) for correct dimension (Floor Plan A-4). Area provided at intermediate landing is greater than required because of 4'-OQ wide ramp. Bottom Landinq• Area provided at bottom landing is greater tban required because of 4'-0" wide ramp. I. ATTACHMENT 'A' . . . . , ~ ' . ; f I 10 YELLOW FREIGHT SYSTEM, INC. y . ~ WP O 80X 7270 • 10990 ROE AVENUE • OVEFiLAND PARK KANSAS 66207 TELEPHONE AREA COOE 913 3453000 August 10,1990 Mrr. John Harrington County Planning Depaztment West 1303 Broadwa~~y Spokane WA 9q760-4050 Re: Euclid Avenue Facility Off-Street Parking Dear Mr. Harrington: I would lflce to request that the site plan as submitted with 42 automobile parking spaces be appraved. Based on our experience of owning and/or operating over 64U facilities across the United States and Canada, we are confident that more than adequate parking bas been provided. Initially, the office portion of the facflity will employ seven to eight people. . This uumber could grow as high as ffteen in the next five years. The doc~ under ma~amum working conditions, w~l have one employee for every two doors, or thirteen people. Based on the above future growth of the office and dock, the total employee count would be 28 people. The terminal has no employees who only dnve. Ken Hall, the terminal mana&er, employees only "combo" dock workers, which means they drive as well as load freight, thus eliminating the need to provide parking stalls for drivers. The remauning fourteen stalls are for the occasional visitor and used during the staggered shift changes. I appreciate your consideration of this request. Sbould you wish to discuss this item, please caIl me at 1-800-458-3323, extension 3840. r Sincerely, Wayne C. London, AIA WCI1c c: Ni1e Glasebrook Dave Wini.nger Richard Hemphill ~ - - - - - ~ • : Thenk You For Follawing Ttre 'YELCOW LfNE . . ATTACHMENT 'B' . . . YELLOW FREIGHT SYSTEM, INC. P O 80X 7270 • 10990 ROE AVENUE • OVERLAND PARK KANSAS 66207 • '~l TELEPHONE AREA CODE 913 345 3000 August 13,1990 Mr. Tom Postlewait Department of Building and Safety West 1303 Broadway Spokane WA 99260-0050 Re: July 20,1990 Response Comments Planning Department, Note 3 Dear Tom: This letter is to confirm to you i.n writing that Yellow Freight will install al1 plantings, landsca in , seed, sod and irri ation as er sheets Ir 1 and L~-2 dated July 6> 1990> as ° prepared by Hellstrom Associa es, lands pe arclutects. Yellow Freight has contacted the apgarent low bidder and obtai.ned the canstruction cost of $49,500 for this area of work. • Sincerely, 0,710 14 4- Wayne C. London, AIA WCLIC c: Dave Wininger Richazd l-Iemphill Doug Kasman s Thank You For Folfou+ring The YELLdW LlNE°1 , . ATTACHMENT 'C' . . . . ~ YELLOW FREIGHT SYSTEM, INC. . KANSAS 66207 W P O BOX 7270 ' POE A AEA CODE OVERLAND YELL' TELE 913 45 30a0 August 10,1990 Mr. Tom Pastlewait Department of Building and Safety West 1303 Broadway Spokane, WA 99260-0050 Re: July 20,1989 Review Comments Constructian Comment No. 8 Dear Mr. Postlewait: Enclosed please find a cap of the agreement between Yellow Freight and Ecolog,y and Environmental, Tnc. (E&E~for emergency response services. E&E has a west coast office in Seattle, WA (206-626-9537). Should it ever be necessary, E&E would come to our facility and manage any necessary work tbrough the use of a licensed contractor. E&E does not do the actual clean up or transportation of material. The enclosed information, along with the previously transmitted operational procedures, should answer your questions in tbis area. Sincerely, Wayne C. London, AIA WCL1c Encl. c; Dave Wininger Richard Hemphill ~ Thartk Yau Fnr Faflowing The YELLOW LINF"i . . ecology and environment, inc. BUFFALO CORPORATE CENTER 36$ P{.EASANNIEW ORNE. IANCASTER, NEW YORK 18096, TEL 716/684-M tncemetional Speaabsts in the Ermronment August 30, 1989 Mr. Tom Vilson Yellow Freight Systems, Inc. 10990 Roe Avenue Overland Park, Kansas 66207 Dear Mr. uilson: Enclosed please find one fully executed copy of your emergency response services contract for your files. This agreement will be in effect from August 27, 1989 through August 26, 1990. Sincerely, . ~ , - ✓.'t, Y~l t . _ . - - ' l ~ Denise L. Goulding Accounting Department DLG Enclosures , ►ecrcna aaa~ . . . . . . . . eColI,~gy i.P rul ~.;111; h'omIlawAt., ifiL'. ; BUFFALO CORPORATE CENTER 368 PLEASANTVIEW DA1VE LANCASTER NEW YORK 14086 TEL 716r684 8060 tntetnetional Speciahsts in the Envt►onment EHERGENCY RESPONSB SERVICBS AGREEKENT August 27, 1989 Yellov Freight System, Inc. 10990 Roe Avenue Overland Park, Kansas 66207 Attn: Tom Vilson Re: Subscrip[ion Program Agreement to Engage Ecology and Environment, Inc., for Emergency Response Services, etc. ERS Agreement No. Dear Sir: Vhen executed by YELLOV FREIGHT SYSTEM, INC. (hereinafter "Company") in the space provided for belov, this Emecgency Response Services Agreement (hereinafter "Agreement") will constitute Company's enrollment in the Ecology and Environment, Inc., (hereinafter "E 6 E") Subscription Program for emergency response services. Such enrollment grants an optfon to Company to engage E b E in connection vith any emergency cesponse, vaste site cleanup, hazardous substance risk assess- ment, or similar occurrence posing the possibility of imminent harm to persons, property, or the environment arising during the term of this agreement. Such engagement by Company of E b E shall be at pre- determined rates and terms. E b E has represented that it offers services in the interrelated areas of emergency response, waste site cleanup, and hazardous substance risk assessment. E b E has also represented that it can quickly mobilize and deliver teams of skilled and experienced field personnel in each of these three areas, as well as related technical areas, to any location• in the continental United States, and provide substantial suppcrt to Company's and/oc E b E field personnel vith in-house experts, medical and health monitocing, toxicology hotlines, technical capa- bility, and equipment. E 6 E also has represented tbat its services can be provided in a technically sound yet cost-effective manner, w3th approprfate consideration for the health and safety of ihe public, cleanup personnel, and the environment. E b E also has represented that it can provide appropriate documentation and testimony vith regard to services which it furnishes, in administrative or court proceed3ngs, as may be requested by Company. Rev. 4-01-69 Page 1 of 9 •ecti rlo I aane• . As a consequence, Company and E b E vish to establish a profes- sional relationship at this time, and to agree upon certain genecal terms and conditions that vill govern any services vhich Company may request E b E to perform. In viev of the foregoing, Company and E b E agree as follovs: 1. Term and Territory The term of this Agreement shall be one (1) year from the date of signature. Services to be pcovided shall be solely vithin the land areas and inland vatervays of the continental United States. If mutually agreeable the term of this Agreement shall be automatically renewed for one or more one-year periods, upon the same terms and condi- tions (subject to increases in labor rates as may be communicated to Company on an annual basis and any other terms as may be mutually agreed upon in rrci ting) . 2. Subscription Program Fee Company agrees to pay E b E, upon execution of this Agreement, a lump sum of $5,000. The fee will be for one year. 3. Subscription Program Services a. Payment of the fee vill entitle Company, by its authorized representatives hereinafEer identified, to have immediate telephone access to qualffied E& E emergency response personnel and technical experts 24 hours a day, 365 days a year, for purposes of consultation vith regard to any occurrence posing the possibility of imminent harm to persons, property, or the environment. b. Payment also will entitle Company's authorized repre- sentatives hereinafter identified, to request E b E to provide such emergency response, aaste site cleanup, hazardous substance risk assess- ment, or other similar technical services, as may be required, and to request E b E to rapidly mobilize and commit and hire the necessary personnel and equipment required all in accordance vith the general terms and conditions annexed hereto, made a part hereof, and designated as Exhibit A. It is specifically understood and agreed that the making of this request for services by Company's authorized representatives commi[s Company to compensate and reimburse the expenses of E b E and/or any subcontractor, consultant, or vendor hired by E b E in connection with any work requested, in accordance with the terms of Exhibits A and B(as may be amended fn accordance vith Exhibit A, Paragraph 3.a). c. E b E agrees to promptly and diligently provide the ser- vices set forth in Paragraphs 3.a and 3.b above in accordance vith the terms of Exhibft A. Rev. 4-01-89 Page 2 of 9 ! Yb~°_O C'!."t . nu~l . nnn~n1 . . . . . . • 4. Company Repcesentatives Upon receipt of the subscription fee, E b E vill issue Company an authorization number vhich, when Company provides the number, vill autborize the commencement of work by E b E and commftment of personnel and resources. Company shall des3gnate individuals whom E b E vill make an effort to contact to verify authorization. Any delays in coatacting these individuals, hovever, vill not reduce Company's obligation to pay E b E for services provided. Company has designated the following individuals for verifi- cation: Business Phone No. Home Phone No. Name (Include Area Code) (Include Area Code) Safetv Coordinator 913-345-3000 Ta:► Wilson 913-345-3000 816-229-0806 M.ike Windsor 913-345-3000 816-228-7696 If this letter accurately sets forth our agreement, please have Company's authorized signatory execute the Agreement in the space pro- vided belaw. On behalf of E& E, I velcome you to our subscription program and look forward to a mutually rewarding professional celationship. _ Very truly yours, ECOLOGY AND ENVIRONHENT, INC. . l ~ . t- E ank B. Si v~e stro " Executive Vi~ce President ~ ~~t ' ►s' • ~!ti Accepte and agreed to this day of re ~ YELLOW FREIGHT SYSTEM, INC. By: . • . Title: Rev. 4-01-89 page 3 of 9 r4-CtiC10 02l.nf " .1. • rrr~ . 11%•t4101m611! . • • . B3BIBIT A . Exhibit to Emergency Response Services Agreement (hereinafter "Agceement") between ECOLOGY AND ENVIRONMENT, INC., t"E b E" , and YELLOV F IGHT YSTEH, INC. ("Company"), executed the , day of x Air 1 1989. VHEREAS, Company's authorized representative has requested E b E to perform certain technical and consultfng services on an emergency basis, and E b E vishes to pcovide such services; NOV, THEREFORE, E b E and Company agree as follovs: 1. Scope of Vork a. E b E agrees to provide and furnish, as soon as reasonably possible, any and all personnel, equipment, and material vhich E b E, in its discretion, may deem necessary or appropriate in connection vith the particular emergency response, vaste site cleanup, hazardous substance risk assessment, or other similar type of work vhich has been authorized by Company. b. E b E and Company agree and recognize that, in connection wfth the vork to be performed hereunder, E 6 S acts as a technfcal consul[ant to Company, and that vhere time and circumstances allov, E b E's representative shall consult vith Company's representative to define the scope of vork to be performed; outlfne alternative strategies and approaches to the vork to be performed; and obtain advance authori- zation by Company for any specific work to be performed, and/or for the commitment of personnel, equipment, and material to the vork to be performed. A claim by Company that E b E has breached this cvvenant l.b shall not, hovever, be deemed material, and shall not permit Company to refuse or delay payment of compensation or expense reimbursement [o E& E or any subcontractor, consultant, or vendor hired in connection vith the vork. c. E b E and Company recognize and agree that, at the outset of vork to be performed hereunder, the specific scope of vork may be ill defined. During the progress of the work authorized, E S E agrees to consult frequently vith Company's designated representative in order to coordinate the specific Work being performed vith Company's overall goals and objectives, including daily telephone or radio contacts vhere practical. E b E shall also furnish Company's designated representa- tive, as soon as time permi ts, and during each veek of progress of the vork hereunder, a brief ceport of the vork performed and progress made, an estimate of the total cost of the work pecformed, and the costs thereof to be incurred in the next succeeding veek. d. It is specifically understood and agreed betveen E b E and Company that E b E shall have the authority, for Company's account, and as authorfzed agent for the Company to hire such subcontractors, Rev. 4-01-89 Page 4 of 9 "°t%CiPd 02Cer ul•• • n~ Ill% nf.litite nl . . . equipment, means of transportation, pecsonnel, and materfals as E b E may deem necessary to perform the uork. e. E b E shall furnish a complete report of its activities to Company, including appropriate back-up documentation, at the conclusion of each event for vhich its servfces have been requested and provided. 2. Levels of Response a. E b E may respond hereunder, pursuant to Paragraph 1, "Scope of Work," in one or more of the following manners: I. by providing on-site coordinators and personnel and/or cantracting directly vith cleanup contractors to facilitate and monitor cleanup. ii. by providing Company vith Directory Information (see Paragraph S.a belov) as to name, addresses, and telephone numbers of cleanup contractors vlth whom Company may directly contract for ser- vices. iii. by providing Company vith Directory Information as to the nature of specific substances or hazards, health and safety, and cleanup procedures. b. E b E vill not contract with cleanup contractors vhere E b E is not present on-si[e to supervise and monitor cleanup activi ties. In such circumstances, Company must directly contract vith the cleanup contractors, and Company vill be solely responsible for super- vision and monitoring thereof. 3. Payment for Vork a. Company agrees to reimburse E b E for all costs and out-of-pocket expense incurred by E& E in connection with the vork authorized, and to pay E b E compensation for all services performed in connection vith the vork authorized, in accordance with E b E•s thea current schedule of rates and fees. E b E•s current hourly rate sheet and policies are attached hereto for reference as Exbibit C and it is understood that safd schedule, of rates and fees shall be subject to annual revision as indicated thereon. Such payments shall be made within thirty (30) days of presentation of an invoice tberefore by E b E. Any outstand3ng balance af tec thirty (30) days shall accrue an additional monthly charge of one-and-one-half (1-1/2) percent. b. Company agrees to refmburse all costs and out-of-pocket expense incurred and to compensate for all services perfocmed by any subcontractor or vendor hired by E b E in connection with the vork authorized and applicable markups thereon, within thirty (30) days of presentation of invoice therefor. To the extent that E b E has been compensated for these services, E b E vfll hold Company harmless from any claim for dfrect payment of the same. Rev. 4-01-89 Page 5 of 9 ter.rCled pt7Qer • 1 ♦ r1~ • 1~ m1l111 tll . c. To the extent that emergency services rer,deced here- under require E b E pecsonnel to vork in excess of eight (8) hours per day, to hire andlor supervise subcontractors, to use personal safety and field monitoring equipment, or to appear in court pcoceedings, the charges for such services shall be in accordance vith Exhibit B, ap- pended hereto. d. E b E and its subcontractors and vendors, if any, shall maintain true and correct records in connection vith their services and all transactions related thereto, and agree to retain all such records for at least tvelve (12) months after tendering of an invoice for pay- ment to Company. 4. Independent Contractor In performing any and all work hereunder, E b E shall be as an independent contractor, except to the extent that, pursuant to Para- graph l.d of this Exhibit, E 6 E has acted as an authorized agent of Company in hiring consultants, subcontractors, personnel, equipment, or materials for Campany's account. E b E sball retaia complete control over its ovn personnel and operations, and fn connection therevith, conform to all federal, staCe, and local lavs, regulations, and orders with respect to its employees and operations. Neither E b E nor its employees shall be, in any sense, Company's partner, joint advenLurer, or employee. 5. Directory Information a. Definition of "Oirectory Information": When used in this Exhibit, "Directory Information" refers to informatfon supplied by E b E from its compilation of data from sources including but not 13m- ited to industrial directories, service directories, data services, standard reference texts, government publications, and E b E's regional listing of spill contractors. Company recognizes that, due to the nature and character of the industry, Directory Information provided in one response raay oc may not be appropriate in another response, and should not be relied upon vichout further consultation vith E b E. b. E b E may, in the course of providing services here- under, provide Company vith Directory Information relatfng to cleanup contractors or other specialty firms. By providing such information, E b E does not warranty or guarantee tbe services ultimately provided by said cleanop contractor or specialty firm. c. E b E may, in tbe course of providing services here- under, provide Company with Directory Information relating to the nature of specific substances or hazards, health and safety, or cleanup proce- dures. Reference by E b E to specific products or proprietary proce- dures does not constitute an endorsement or recommendation of same by E& E. d. To the extent that E b E is providing ComQany vith Di- rectoty Infocmation, Company recognizes that E b E is relying upon Rev. 4-0149 Page 6 of 9 f^CVCIE`7 GJCBf ~.In~• uoul 0 n• rsrrota nt . Company to fully and adequately provide E b E vith all pertinent data relating to the s~ervice requested, E b E vill not be responsible for, and Company agrees to hold harmless, indemnify, and defend E b E from any and all claims or suits that arise in vhole or in part out of Company's relfance upon Directory Information or Company's failure to provide E b B vith all data required to characterize an incident, whether Company vas in possession of such data or hot. 6. Legal Liability a. The partfes acknovledge that E b Emay be called upon to perform services under this Agreement, on an emergency basis, or othervise, and/or at sites vhere neither E b E or Company may be aware of the extant site conditions or potential hazards or risks posed to pecsons, property, health, or the environment. Company and E 6 E acknovledge that the services provided by E b E under this Agreement vill be directed toward the remediation and mitigatfon of losses caused by incfdents which have already occurred and for which E b E has no prior knovledge nor for vhich E b E bears any responsibility. Company and E b E understand thatt as a result of those incidents, claims by third parties for personal injury and propecty damage may be made. Consequently, Company shall indemnify, defend, and save E b E harmless from and against any and all loss, damage, injury, statutory or regula- toty violation, liability Lo or death of any person, including any employee of Company or E b E or for loss of or damage to property, including claims therefore and reasonable attorney fees arising there- from, vhicb is not proximately caused by the negligence or teckless or vilful misconduct of E b E, its officers, its subcontractors, con- sultants, or employees. E b E shall fndemnify and save Company harmless from or against any and all loss, damage, injury, liabil3ty to or death of any person, including an employee of Company or E b E, or for loss of or damage to property, including claims therefore, vhich is solely and directly caused by the negligence, reckZess mfsconduct, or wilful mfs- conduct of E b E, its officers, its subcontractors, consultants, or employees. b. For purposes of defining the scope of indemnifications provided pursuant to this Paragraph 6, it shall be presumed that any aggravated liability to or death of any person or aggravated loss of or damage to property, including claims thecefore and reasonable attorney fees arising therefrom, vhich result from the delay by Company in notifying and/or authorizing E b E to proceed bereunder, shall be vitbin the scope of the indemnification provided by Company to E b E to the extent that such aggravated liability, loss, damage, or death is attri- butable to said delay. 7. Insurance E b E shall, during the tecm hereof, and in the course of performing any vork authorized by Company, maintain appcopriate Vorkers' Compensation and Employer's Liability insurance in conformance vith the lav of the state and jurisdictfon where any vork is performed. In addition, E b E shall maintain a Comprehensive General Liability policy Rev. 4-01-89 page 7 of 9 1°t,1Cl"Q O3I`?f ...1... • wul • mn@,.meo n1 . ' . . . . vhich includes general bodily injury liabilxty insurance in an amount of not less than five hundred thousand dollars ($500,000) per occurrence, broad form property damage liability insurance in an amount of not less than one hundred thousand dollars ($100,000) per occurrence, and auto- mobile liability insurance extending to ovned and non-ovned and hired automobiles in an amount of not less than five hundred thousand dollars ($500,000) per occurrence. 8. Termination a. Notvithstanding, and in addition to any remedy provided by lav, Company may terminate services provided pvrsuant to this Exhibit by giving written notice delivered personally to E b E's representative, vith a telegraphic copy to B b E at the address provided in the Sub- scriptioa Program Agreement. Such notice of termfnation shall become effectfve forty-eight (48) hours after delivery. b. During the forty-eight (48)-hour period between deli- very of notice of termination and its effective time, E b E shall notify subcontractors, vendors, and consultants as it may have hired in con- nection vith the vork, of such termination and furnish to Company the names, addresses, and representatives of all subcontractors, consul- tants, and vendors. 9. Terminatioa for Convenience The Agreement to vhich this Exhibit A is attached may be terminated for convenience by E b E at any time, upon thirty (30) days' notice by E& E to Company. In such an event, E b E shall return to Company the unused amount of the subscription agreement fee, less a fixed sum of five hundred dollars ($500) vhich shall be retained by E b E. In the event of such a termination, Company shall remain liable for all costs incurred by E b E on Company's behalf prior to the termination date. 10. Term and Territory The term and territory shall be commensurate vith that of the Agreement hereunder, to vhich this Exhibit A is attached. 11. Noo-gssigncnent Neither Company nor E b E shall assign any right or obliga- tion under thfs Bxhibit, or the Agreement to which this is an Exhibit, without the prior vritten consent of the other. 12. !liscellaneous Provisions a. The State of Nev York, County of Erie, shall be the respectfve jurisdiction and venve for any dispute arising out of or in connection with the Agreement and Exhibits. The lav of the State of Nev York shall apply vith regard to the construction, interpretation, per- formance, and enforcement of the Agreement. Rev. 4-01-89 Page 8 of 9 *■.CyCleO Q1(.Pt . • I.r• ~n~ • is* irm►eell 1i1 . ' b. The form of the Agreement and Exhibits is intended for general use fn the United States, and in the event any of the terms and provisions hereof are in violation of or prohibited by any lav, statute, or ordinance of the state or city vhere ft is used, such terms and provisfons shall be of no force and effect to the extent of such vio- lation or prohibition, without fnvalidating aay-other of the terms and provisions of this agreement. IN WITNESS VHFREOF, the parties hereto have executed this Exhibit as of the execution date of the Agreement, of which this is a part. ECOLOGY AND ENVIRONMENT, INC. / • r ~ l ~fan B. Si~}~ stro Executive V~ce President YELLOV FREICHT SYSTEH, INC. By. . . • . . Title: AA 0 ot _0 r, firm 1... ls,., , t -r t . Yr, . Rev. 4-01-89 Page 9 of 9 rp`YCiec caopt • ►'~•lltlll 0 1% IfoHllito 111 • . . E$HIBIT B Hazards Response Actiop Rate List and Policies A. Personnel Str. Time Overtime Premium Principal Engineer/Scientist --$120/hr. Chief Engineer/Scientist $100/hr. Senior Engineer/Scfentfst $75/hr. same same Assoc. Engineer/Scientfst $60/hr. Junior Engineer/Scientist $45/hr. Technician, Draftsman $34/hr. $42/hr. $48/hr. Asst. Technician $29/hr. $37/hr. $42/br. Word Processor $28/hr. $35/hr. $40/br. - Labor charges are based on portal to portal time frames. - Straight time charged during the normal 40 hour, five day vork veek. Overtime hours are hours in excess of 8 hours in one day and for Saturday. Premivm time charged for Sundays and 8olidays. - Overtime and premium hours for professional staff are billed at straight time rates. - There is no additional labor surcharge for emergency response situations. - There is no labor surcharge for vork performed in Level A or Level 8 protection. An equipment and protective gear use charge is assessed depending upon level of protection. - Expert testimony, prepacation time, and review time are billed at straight tfine rates. - There fs no labor surcharge for the use of tools and instruments. - The cfted labor rates include the normal costs of health and safety training and the medical monitoring program. Any additional or special requirements, testing, medical costs etc., vill be considered other direct costs for billing purposes. - All cited rates are in U.S. dollars and vill be valid througb July 31, 1990. - The company reserves the rfght to increase personnel rates in hardship situations. Rev. 6/30/89 .It;• u~~~l . u~mmm~ ut recycled paFer • • • • ` • , B. Subcontracting and Other Direct Costs (OOCs) - All subcontract and other direct costs (ODCs) are billed at invoice cost plus 15 percent for subscribers and 20 percent for nonsubscribers. - ODC items include travel and subsistence, communication costs, expendable materials, computer time charges, copying costs, and all miscellaneous materials leased or purchased for job performance. - Company equipment damaged or contaminated beyond repair by site conditions vill be replaced and invoiced as an ODC. - Company employees giving testimony rrill receive company supplied legal counsel. Counsel invoices vill be billed as an ODC. - Job incurred taxes and/or fees are not considered as ODCs aad will be billed vithout mark up. - Equipment usage unit rates are fully loaded. The rates are not subject to addi tional mark up. C. Equipment Use Rates - Personal protectian gear and field equipment usage are charged at daily rates according to the attached rate schedules. Rev. 6/30/89 . nu~l ru►~raumrnt recycted paper r,solurs . . . ECOLOGY AND ENVIRONMENT, INC. HA?.ARDS RESQONSB ACTION EOUIPKENT USAGB RATES AIR MONITORING Cost Per Day OVA 128 $100 OVA, 128 vsth GC 240 NNUv ISPI-101 125 (vith tvo probes) 02IExplosimeter MSA260 60 Monitox, 8CN 60 (with Gas Generator) Mercury Vapor Analyzer 95 Draeger Pump 10 Atea Pump (Air Sampler Pump) 24 Personal Pump, Gilian 20 (with Charger) 20 Personal Pump, MSA 20 (vitb Charger) Industrial 8ygiene Pack 100 (5 Pumps with Charger) High Volume Sampler 30 Hfgh Volume Calibration Kit 30 Particulate Air Monitor 60 (Mini Ram) Personal Dust Sampler 60 Flow Calibration 20 Unit, Digital Mass Flow Calibration 20 Unit, 8uck Thermoanemometer 65 (vith Printer) FIELD CHEMISTRY pH Meter 20 pH/Conductivity Meter 30 pHlCond. Temp. Heter 30 Field Chem Kit Hach 60 (with Spectrophotometer) Rev. 6/09/89 ...b~•• nl . »r►nmrtu recYcte+d pacef . . . . RESPIRATORY PROTECTION Cost Per Day SCBA, (vith Cylinder) $ 60 Air Cylinder, Spare 15 Povered APR, MSA 20 Povered APR, Racal 20 Escape Mask, R.Shav 20 Escape Mask, ELSA 20 Cascade/Manifold Sys. 50 GEOPHYSICAL BOUIPMBNT Metal Detector 20 EM-31 Conductivity Meter , 100 Magnetometer 90 SURVEY EQUIPMENT Total Statian, Lietz 200 Level, with Tripod/Rod 40 Survey Tape Reel 10 SENSITIVE EQUZPMENT Camera Kit, 25-mm 25 Valkie-Talkie, FM 30 (Yaesu, vith charger) 30 Walkfe-Talkie, FM (Motorola, vith charger) 100 (3) Radio Kit (Motorola, with charger) 8ullhorn 10 Fortable Computer uorkstation 100 Poctable Fax 60 MEDICAL/HEALTH Oxygen Inhalator 25 Eyewash Unit, Portable 30 Cooling Vest 30 RADIATION EflUIPMENT Radiation Monitor 5 Bicron Surveyor Kit 100 Dosimeter, Pencil 5 Rev. 6/49/89 d~• nnl utruutunl recvtl:d oac^r . . . . VEATHER M4NITORING EQUIPMENT Cost Per Day Meteorological Station $ 50 Vind Speed Indicator 10 VEHICLES Boat, 11-foot 70 Boat, 12-foot 70 Motor, 10-hp Outboard 30 SPECIALTY TOOLS Dcum Opener, Remote 100 Negative Pressure Tester 50 Mercury Vac. Cleaner 100 Kit Incl.: Bung Wrench 60 Hammer, Sparkless urench, Sparkless urench, 15/16" Speed Wcench, 15/16" Pick, Sparkless PUMP TEST Pump, 2" St. Steel 100 Electric Submersible Keck Isco Sampler 60 Pump, 4" Electric 30 Submersible Data Logger, 4-channel 400 Data Logger, 8-channel 800 Pump, Centrifugal 20 Pump, Peristaltic 30 Barrell Filter 10 Well Point Sampler 100 Water Level Indicator 15 Bailer, Monitoring Vell 10 (Stafnless Steel) OTHER Generator, 2.25 kV 75 Gas Leak Probe 10 4" Split Spoon Sampl. 40 Sediment Sampler 20 Fluorometer 50 Infiltrometer 20 Drill Rig Portable 100 Rev. 6/09I89 A^. ~uui ~ n.mmm~ nt recvcied pacer . . . ~ . . . Ecology and Environment, Inc. 8azards Response Action PLRSONAL PROTEGTIVE CLOTHING AND EQUIPKENT Per Han Day Level A Protection (3) . Level B Protection - vith Tyvek Suit 175 - vith Saranax Coa ted Sui t 225 - with Acid Suit 290 Level C Yrotection (2) - With Tyvek Suit 95 - with Saranax Suit 135 - with Acid Suit 200 Level D (2) 30 Notes (1) The above prices include four clothing changes (Tyvek, Saranax, booties, surgical gloves, and Neoprene gloves). Tvo pairs of respfracor cartridges included in Level C protection. If required, additional disposable supplies vill be charged at cost plus 15%. (2) Includes escape mask. (3) At actual replacement cost plus 20% Rev. 6/30/89 recycled paper r~i.~• an~l r ~~~~r•nm~ . ' Motor Freight Terminal ADDENDUM N0. 1 YELLAW FREIGHT SYSTEM, INC. July 200 1990 Spokane, WA. Paqe 3 E-g Section 16425, SWITCHBOARDS AND SWITCHGEA.R Page • 4, Paragraph 1. ADD "Distribution panelboard to be service rated." CIVIL CONSTRUC'TION : C-1 Sheet C-3, SECURITY FENCE. With reference to 1/C-3. Provide 71-01' fabric instead of 80-0" fabric as indicated. Fence shall be less than 81-0" from grade to top of 45° extension arm. C-2 Sheet C-3, TYPE 'B' DRYWELL. With reference to 16/C-3. Drywell shall conform to County Standards. C-3 Sheet C-2, LIGHT ASPHALT PAVING. Fire Lane shall receive liqht asphalt paving as referenced in employee parkinq facility. MECHANICAL CONSTRUCTION: M-1 Sheet M-2, MEN'S T.R. 2- H.C. ACCESSIBILSTY. With reference to Piping Plan. Delete reference to fixture F-4 (urinal). Fixture F-1 shall become type F-3. Mounting heights and clearances shall be the same as in Women's T.R. 7. M-2 Delete plan note one and all switches shown on drawi.ng. M-3 Thermostate for EF-7 in room one on overall plan shall be deleted. Thermostate on mechanical room lover plan shall remain. a MECHANZCAL SPECIFICATIONS M-4 Section 15250-2.04} paqe 4: Revise to read: Conditioned, air, for the purpose of this specification, shall consist of afr that is cooled; heated; or humidified. All supply, return, and outside air intake duct work shall be interiorally lined. . t ~ ~ L9A VC011P y ~D1~u`.~ , I '~j ;+I PUBLIC WOAKS DEPARTMENT ~ OFFICE OF COUNTY ENGINEER ~ RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260-0170 S'ONAMC COUiny COURt NouSE AGREEMENT TO PAY FEES Agreemenz Number 8 FtLi,,• This agreement between Spokane County and Yellow Freight System,,, Inc. whose interest in the project 3s Owner , is entered into this gin day of March , 19 90 . This aqreement is applicable to the pro3ect known as: East 16601 Euclid Avenue . That the indivfduals and parties named herein as havinq an intesest in the above described pZOperty or project ag=ee to the followinq: 1. Reimbuzse Spokane County for project =eview and inspection fees as specified in Board of County Commissionet's Resolution 80-1592 attachment C, as amended. The fees will be based on actusl salary costs incurred by Spokane County for proiect zeviews and / or inspections plus a ten percent adtninistrative charge, and will be billed monthly as accrued. 2. The undersigned aqrees that these fees aze due and payable upon Yeceipt of the billing as specified above. The mor_thly hllling shnuld be sent to the attentfon of: qayne London YelYow Freiqht Svstemsr Inr, 1009 Roe Ave, Overland Parkr Kansas Fda2gZ (806) 458-33?1 I understand that failure to pay these fees may =esult in delay in completion or approval of the project or other possfble sanctions. ~ ~ 8 ~ . - Y , tiJayne Lon4n Public Works Buiiding / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600 NOTICE OF TRANSIVI TTAL x ~ ,r ? ` I ,,...'y'tr< ~ 'rh.tl nr Y? . R v ~v 1 ti r s r ♦ 'rp{~ ~ tiw ` V~k` , w~,x ~ f S~sy ytn a< < x 4 t f At~~~~~~~y 11pCQ 1~ I ~C,c.~-Lt~ ~ ~ . ~ pAf~CFE «5~ ~ ' O L. # ~l ! l x r ~ r'17N'.t)C~it>Y~~ ~ sr ~~L`~~~ +~,t f~~{~6~v~~~A~ \s ~ 1Z+fn~ ~ {'r ~ +k Ah il ,?G ` e'vtnnr~ y~ .t> y r ~ ~ '.V,~} x~'"~•~{f , ' } aT}y r` Y T p ~.i'ti; } • VPRoJEc~ S r ^ ~ T`'• ~~%.~ECT a ~ g~- , ~ ' h}v ~ r 4}r~ S fY - - 1,A t,~ r .r 1~X }tv~ t,, t w~r ~ k x Sf/ ~ P~~M r~ , . { kr ` 'un ' {~i~r rSfM-0pr ~ r ~ Y ~ N,~~~{~i~~r~~ ~ ~ ~ VS~ ~ ,SlO~s}r ` ri{ { ti ~ ~Y } ~~~T',v ~ v~l • h Fi ? t o { {K~ 1rNf~^OC~~` ~~ti r '.~'~r +i~M'irM1WxN {r. }`~r-. - ~{/~j`~ ~ Y .~~y~~J~m+,rf~' ` ~ f y{ , ~ : M>✓., ti~N~i~ti{, t+~ } fK ~r''~s ~ 'r43'~{~~-•-•fr W ~+~nGll~/(/j ~~A~Sti's~?.+F ~ s ~+tit ~ +~~~i~~.~ ~ ~n~ ~ # `7 `7 -`7 f 1 Y „ r ~ . ~ e } ~ ii~'f~•' { ` A N ~ ~~~:{~rr ~ i! ~r~fi"~ ~tiry. ~~5~ ~ ~ i~~ ~ V'r {~"w S'~f ` r n+vr r E t+~ v"i'" S J ~ O f f ` y er i11 ~N tS 'XI 1~ TYPE 4F CONFERENCE Pre-Application Pre-Construction /Other DATE: TIME• N S CIRCULATED ~ DATED REVISED JUL 9 a 1990 APPUCATION ~ SITE PLAN X "7 SPO1iANE COUNTY EN6INEER DRAINAGE PLAN X 1`7 LANDSCAPE PLAN_k__ Other. Other: ADDITIONAL INFORMATION CIRCULATED TO CIRCUTATED 6Y Air Pollution Utilities ~ Engineering Fire Oisirict #1 Health District Liberty Lake Sewer Gluestions? Contact Jeff Forry or: Piannrng Other. Spokane County DEPARTMENT OF BUILDING AND SAFETY West 1303 8roadway Spokane, WA 99260 (509) 456-3675 (office) or (509) 456-4703 (fax) jw~ gw or irzgineering, Ince ~r v Civil Desigrt and Land Plmning May 9, 1990 Nir. ~ary Nelson, P.E. PubhGc Works Buil ' ~ N. 811 Jefferson Street Spokene, WA 99260 RE: Y.uoW Fr.ight eystem, Inc. Dear Gary: This letter is in regards to the drainage report submitted Ap ri120, 1990 for the site referenced above. There are two amendmenta to page 1 under "Project Description" that should read as followa - Change "office building with ahop erea." ~ i to read "office buildi~ng with dock area" - Change "Industrial Perk Fifty Street." ; , to read "Industrial Park Fifth 5txeet." If you have any questions regarding the amendrnents, please call. Sincerel , Taylor eering, Inc. Mark Aronson, P.E. , Project Engineer ~ SMBiknao 9ao1s N cc: VVayne London, Yellow Freight Co. 01990 ~ ~W/08 Mission Ave • Suite 208 • Spokane. WA 99201 •(509) 328-3371 FAX (509) 328-8224 Taylor Engineering, Ine. LE~1'r_'-R OF TRANSlv117AL 4. 108 KlQSfoa Avenuo, ftito 908 " JOB. N0. k ~ 9ootwne. WOf~IID~'tOf~ 9920I DiT1t Z~ 90 90-Al6 1 309) l7'Tg"O" Y+Or ~ D u B[J C I.tJD ICS t'~t~cv _Z~•w444 `~K ~ ~4 • . . . , Ts aM s=nia Yov ;KaMM p'MM s~ASM oavBS VU zes ~at~o~rro rum C] em nWxr,S Kmn Dm= C? e=rm C7 N=cartoxs M cOP'r or u9TBR C] CBMM M= COFM ~ D11TB J N0. ~ DffiSQMON AOw - _ , ?~S'B 11M BUBMQ= b9 CMtM Mffr A p+oR s"Mu. pApmvn As svarm= D~ . ooM M aMR& -D F'0R YiOUR va ❑ pPP'ROM /69 N07'8D COM Fm vI8=Un0M - Q A9 =Q0~lR~ Bg'j'Dt~BD 9'QB CCRAB~°~TONB C~ ~8'lVRN . CA1~.'!8D PBi~TI'B ' ~ "8 BSVW AN'D C0MM Dar,vot-ow- S1A~C. * id-~~r~ 2YAos--cw G'~2 ,~~'`5,~ ,r=• ` can ro scomm i3ATE= ; /t(ll)l9~.~ I3CSIGhtEC" = SDE i-iA'S I N A ~ PFC;JEeT NAME, = YELLOW FREI C3F-IT TERMI NpL t}ESCR1 F'T IOlA _ ~ ' Sl IBAREA 1= 1=2 AGRES SiJBAREFI 1 FiS.livfaFF CCfEFFT CJENT = .9 SUBAREP► 2 = 4 ACRCS SIJEtAFcEA 2 nlSNQFF C;017-Fr Z CIENI" _ .25 i'nIAL AREA = 1.6 ACRES C(JMF'OS I TE RUNQf= F COEF1= I G I CIqT = .713.75 QVERLANID {=LOW VALUES ' Lt = .15 L = 240 N - . -016 ' ~ .-ryi2 CHAhlNEL FLOV! 'v'A1_UCS L = G T 1J = 0 COMPUTED VALUES DUR = 5.00 Y~o t= d~1@ QL Ca = =4. 75 GIA = C> . U ~ J I r<niAicz-r P r iumft r-.ai rc ►i a-r xni4c; . DA1'E' = ; /y0/90 DraIGIUER = SDC BASIN ra ~1-4;0JECT n1Al`'fE = YELL OW FRC T GMT TErI"lI h+"AL DESCR I f'T iONl = I t t 'intpnsity Od2v., t,'in VoLtl Staraqe I lmiLn.) (sec.) (inn /hr-a ) (c-f.s. ) (c;Lt« Ft, ) (cLt. +t. ) (cLa, +t. ) 5.0 ,tZ6 0 V +.e 1 Q 3r7w.{ 1508 JV" 1 L.dr,Q 600 2.24 Z. 6A 18JA 6(),1) 1256 1~ ~ Cti 900 1.77 2.09 2093 900 1 193 20.0 1200 t.45 1M 7 l 7228 1 ~~o 10tr8 I I 25.0 1500 1.21 1.4;3 2283 1500 787 -':U V ~ lsV 1.04 1.23 233-"! 1. lJ o`✓ 534 35.0 `100 .91 1.u7 2365 2100 265 40. 0 2400 o82 n9/ 2-421 2400 21 5`a 0 ?~UCt .74 .87 2447 2700 -'?c.y Sgo. Cs _3 0 0 n . b0 G~~ 74B5' 3 1Q0 -5Jy 55» 0 3 300 .64 .76 2569 3-11,00 --731] 60.0 3600 .61 .72 2665 --6t?0 -935 65.0 3900 .60 .70 ~810 ~0400 1090 a5) 6 .68 2944 4 2 C) Gy -i 256 70.0 4 2,00 7510 4500 .56 .65 =0 1 4 4500 -1-1 96 00,- s.? 40(K) 5 i . 6 3S C>bb 4800 -1 i -04 85e 0 5100 ac52 .61 ~16 1 5100 -19 39 1 54 90.0 54'sO .50 .59 3246 JA Uf~ 95.0 5700 49 s5 5 5700 -23" 4 1 i Oct, C? 60C 10 .48 0057 3 4,6 6000 M2544 TiaE MAx a iIuM S?DRAGC IS 1255.52.64 cu . F~re < 2 ~ " &ft ~ Trre t xme uf ~oncentrat iori s 5 mInukOS. The LJndeve1opecl f low oul a.s I c. f .s. ~'TOT, TE{V YEAR 'ri CF1LC x a ~ Z Ca' ~ - Gs'F ~~L2u~,~/1 . ~ PA- -rYnhia; ~nrzMs n ,s N117Zpf11 nrY au rE' DEsz GNiER = SD~ IN 8 , Pr'GJEC'T NAM1= = YEI_LpW FRE ICHT TERriTNAL r DESGRI Pi" S QNI = SUBARCA 1= 1.1 ACRES SUPARER, i RUNaFF CL1EF= FI C t Ei'JT = .9 SUBAREA 2=„ 5 ~CRES SUBAFEA 2 RURIUFF GC7EFF I C I EINT = .25 TC3IAL AREA = 1„6 At:RCS COh9PQSITE hUNQf- F COEFF 1' CTCNT = . 6968?5 OVERLF1haD FL..OW VALt_fES Ct = . 15 L - Z'AO h! = dUib s .012 CHANNiEL Fl..CJW VALUES L 0 TD = Cr CQMPl1TED VALUES DU R - 5.00 1 I~ ~ ~dV - 3« 1s Q 10 « 55 PA = 0.00 ~ nnc~~~~"P7 nlr r-at rt :1 AT T fltVc; na-rF = 5i 10/9n DR SzGraER = SDE BASa N 0 F'ROJECT {qAihE = YEi. LOW h= REIGMT TEFtrI s NRL DcScRz PTz orv ~ t t [ntensity Odev. Van Voul Si.ai-age (m'in„ ) (sec. ) ti r►o /hro ) tc.f s« ) (cus -Ft. ) (c►a. ft. ) (c!t. -Ft« ) 5.0 ~ Z 0 0 ` . a a 55 i~tz~ ~00 1123 10.0 600 ?4 2.50 1757 600 1153 15.0 564 1.77 1.97 1977 900 1077 _'0 - C? 1200 1.45 1.62 2 105 l0 905 25.0 15c)A 1.21 1.35 2l61 1500 661 T0. 0 1800 1,04 1.16 2'220 b 1800 406 I 35.0 21.00 .41 1. C, l 2 23, 4 2100 1 IS 4 40. 2qVO .82 .91 2288 240,l) -9 1 2 45,.Ci i7C►U .74 183 2712 ~70Cs 88 50.0 30t')0- . 68 .76 2 Z552 L~0 0 t1 --64i3 55.0 3 7- 0 0 .64 .71 ?42 8 ~C.) 0 -6 7 ~ 60.0 3600 61 .68 2518 36 0 -7 082- 6r.r.. d ~ 900 .60 .66 2655 7, 900 --124 5 70.0 4200 .56 z65 2?82 Iq 200 -1Q 18 75.0 45~.0 .56 .62 ,S~i~ 4..~0~~ -1 8o„ ~ 4800 a5 L~ .59 21397 g 800 - J 90-,> 85wC> J XQV a~ a,.~.l7 2,987 51Eld -211 i 90.0 5400 .50 .56 3067 54 00- -22", 71 3 95.0 5700 .49 9~5 ~ 17 0 57`~lU -d1~~ ioC). G 6000 + 4t3 . 5q 3266 6000 -2734 TWE hIRX I I"IUM S7'CyRAGE I5 1153.3152 CU u F"(' . < (~''j 'j * The time of con.CQntr rat,t on Ls, ; minLttOs. The l'1ndevEZ aped flow aL~t 15- i c n f., S. x Z ~ ~ S~O T C I~ Y CAR s f Q C~ i~ ~ Ai_C ZoJf~f 3fS96J1C AlWal, Llo . rcr1T T OiVAl_ r Ol~P'tULA k-1YDRC3LOGY I3ATE 51 10l90 DEa I GlWF;:R =SDE BATi I NC PRQJEr7 NANiC = YEL.LC1Ua FRC1G1-IT 'I"EFly1INAL TJESCR I P'TTDN! = SUBA(~EA 1 =4.4 ACRES aUBAREP. 1RU(VOFF COEf= C= ICIENT = . 4 StJAAREA c= 1 ACFCES SlJBAREA ? RUlVOFF CO.r--FF X C~Ei\! f= :25 TOTpL A~';EA _ 5.4 ACF:ES COl"IPJSITE F'UNOFl= GDGf=F=,ICIEIUT a 779629G.2-96; OvERi_AtvD rLnw vALUES Ct = 1 L ~ ~~o r N1 = » C) 1'b s _ G1J CHANNFL FL0W VALUCS L - 0 TD = 0 COiIPUTED VALUES OUR = 5.00 110 - '2,1.'l8 010 = 13~39 OA 01.00 _ 1~ . ~ T~~ UWI~I R I N~ CAI CL? L. R T C3 N~ ~ATE = 5/101'qO DESI-.~.~NER = 9DE SA?~IN ~ PFiOJEc-r NIArIE = YEn-L~ClW rr E1 GHY TEPrIr ~~~AL DESC:~IFT1ON = h. t Xn t er-I I t~~ orj errt Vari '~out C, t~o r aq e r~~c.) (c.f.s,) (ctt, ft, ) (Ckt. -ft~ ) (;_uR FEr ) I 5.0 ~I4 t~ C4Q 8 3. 79 5 7, e 2 SO Ba f o~. n 600 2. 24, 9.43 6620 600 6 r:~ ~ 15. { i C7 0 Q 1.77 7.45 7167 9c* 6567 Ci 120 u 1.45 6., 10 79A8 ~ ~ 1 0 6749 y^x,5r , 0 1500 1.21 5.09 21 lz7 ~ ~ 500 ~'3661 tiC)s 1=1 1800 1.04 4.:~a a =~8 1200 6 5.~E3 35,~~1t~►.r91 ~t8-3 84.6 '2 1 t) C, 736 40n C) .22 -3. 4~ S 6 7 240(1 62..~y~ 45.0 2700 .74 31 11 12 8779 50.0 50Q0 .68 2,.66 a 8 @~ .~.ru .9 fi) 5~~. c3 3 C) 0 .64 2zt~9 9 ~.+b~r 6 C) . C'x 361-10 61 2.57 ~ aC}~ ~6 00 5967 65. C, --,901) .60 2. 50 ~a0 w~ ~~900 6125 70.. 0 4 2"C~0 .513 21. 44 105C~5 -7200 6~ ~ 75. 0 4500 , 516 2 ,.,:I f.~7574 A ..~..i00 6.21 c13 I Ei ~ r ~ 4E3+L} t"i R S, 7 2 -K ~ CI 9,14 ~ 1 E3 ~ ~5~~) 15100 .542 2-7.7 11273 510'~ 6 1- 7? 1q '-a~~.}. t) 541`~~0 01~~ ~w 1159~ 5-ac* 618~ 9'5a Cl 5700- .49 2. 06 11964 57()~) 6 6 9 I l Q0w 0 605 V) q 48 2- V 02 1 Fr 7 7111 6000 637 1 TiqL MAxsMUM sTORA~~ ~S 67~~~ 0~9 CLI, * The tzme o4 coracentr°a~i~n is ~ ma nutr=s. 1 Thte Uridr~r~Fl o►ed F 1. C•a~ DL!~k ? FQ I C*f. S. ~y ~ r ~Y~ • ~ 0,04 ~ ~ TEN Y~AR STJRI"I C*ALC I ~ AWA jjw11wV Taylor Engineen*ng, Ince Civil Design and Land Planning Apri120,199U Spokane County Engineers N. 811 Jefferson Spokane, Washington 99201 SUBJECT: Drsinage Report for Yellow Freight 8yatem, Inc. at Spoksne Induetrial Psrk ATTN: Mr. Gary Nelson, P.E. Dear Mr. Nelson, Enclosed are the calculations and data for the drainage rort for the subject project. We are submitting this report prior to application for b'ding permit, since we hope to begin grading operations soon. Procedures used are as outli.ned in the "Guideliaes for Stormwater Management" as published by the Spokane County Engineers with revisions as of 4-15-86. Thc format used is as follows: r Pro'ect Description Sos Topographic Data Raunfall Data Proposed Runoff Control Methods of Disposal Peak Flow, Volume and Disposal Calculations a. Hydrology Computations b. Detention f Retention Storage Capacities Remarks rollowing your review, I would be happy to answer any questions you may have regarding this report. Sincerely, Taylor Engzneering, Inc. Mark Aronson, P.E. Project Engmeer SMB/kmo 90•016 r Enclosures W 108 Mission Ave 0 3uite 208 • Spakene, WA 99201 0 (509) 328-3371 FaX (509) 328-8224 ~ a a L ~y~ Eit e' ~~1 inc ~ rdy,10r ngv i r Civfl Design and Land Planning ~ ~RAINAc~E REPoRT FOR YELLOW FREIGHT BYSTEMS. INC. Prepared: Apri120.1990 8y: Scott Bnach e Taylor Engfneerin g. Inc. W.106 Mieeion 8uite 206 8pokaae, Wsehington 99201 (609) ,S28-SS71 ~ AAO ..e.o.,, WAS~~.ti ,e~•~ ~Q'f.0~ O,~ . k~ ti . • o C~S m • ~ , e • o . E~• ~ •t ~ • 40 1 ,~Qw'•.1 S~E ve~ `~~r;,,~~ 's . . '••.'~s~onaL E~~ . . : . , ~~~~~i~~tol~~`~~ - .:c ' ~ ~ W 106 Misslon Ave, s Sude 206 • 3pokane, WA 99201 0 i(5p9) 328-3371 FAX (509) 328-8224 T-A-BLE OF CONTENTB ~ Project Description . . . . . . Page I Soils . . . . . . . . . Page 1 Topographic Data . . . . . . . Page 1 Rainfall Data . . . . . . . Page 1 Methods of R,unoff Coatrol . . . , , pegre 1 Methods of Disposal . . . . . . Page 2 Peak Flow, Volume and Disposal Calculations . . Page 2, 3-13 a. Hydrology Computations . . . . Page 2, 3-13 b. Detention/Retention Storage Capacities . Page 2, 3-13 Renlarks . . . . . . . . Page 2 Overall Soila Nlap . . . . . . . Attachment "A" Soils Map . . . . . . . . Attachment "B" Drainage & Gradi.ng Plsn Wor ~`~gYneering, Inc. Cnrfl Design and Iand Planiung W 106 Miuton Ave • Spokane WA 99201 0 (509) 328-3371 FAX (509) 328-8224 DRAINAGE REPORT for YELLOW FREIGHT BYSTEM~. INC. Project Deacrfption: This project will provide for the development of approximately 8.8 acres for a transfer terminal for Yellow Freight Systems, Inc.. It includes the insstallation of two parking ereas, access roads, ooncrete and asphalt loading areas, and office buildi.ng with shop area. The project is on the north side of Euclid Avenue, west of the Industrial Park Fifty Street. The site is currently an unoccupied open field. Methodologr: The procedures as outlined in "Guidelines for Stormwater Management" as published by Spokane County Engineers were followed. The rational method is used. Soils: (5ee map, Attachment "A") In accordance with Soil Survey,.pokene Countv Weshington, 1968 the soil is identi.fied aad categorized as: GgA - Garrison Gravelly Loam, clmi.f ed as gravelly, medium - textured, somewhat excessively drained soils formed in gravelly giacial deposits. GnB - Garrison very stony loam, ar to Garrison gravelly loam, except that the surface layer is very stony. The soils listed above are categorized as Type "B" soila. Topographic Data: (See Grading Plan) The site lays on the fl,oor of the Spokane Valley with age neral slope of a roxi~aaatel 2°lo to 4°~b to the south. There esists a sma117 foot ridge on the s~e to the west that accounts for the 4% slope. Rainfail Data: Data used is in sccordance with Figure 2, page 6-3 of the "Guidelines for Stormwater Management", by Spokane Count~► Engineers. A 10 year return &equencp event is used. This chert is included on Page 3 of this report. Methode of Rnnoff ControL• Control for Basins "A", "B" and "C" will be by flow overland to the grass percolation areas and drywells including the roof area The grasa percolation areas will be sodded. ' Drainage Report, Yellow Freight Systems, Inc. Apri120,1990 Page 1 T~CY1~or Enginee~rxng, Inc' Gno msw and Land Ptannmg W tOS Mlssion Ave o Spokane, WA99201 0 (509) 328-3371 FAX (509) 328-8224 ~ ~ MAthOde Of Dfep0881: Three (3) grass percolation ereas that, will be utilized, Swales "A", "B" and "C", will have one (1) Spokane County Standard type "B" double depth dryvvell, each. Peak Flow. Volnme ead Diepoeal Calculstioa: a. Hydrology Computationa: The development was divided into three (3) basins. All three basins have asphalt parkin,g suirface and roof runoff that will be callected and red, conveyed to the gress percolation areas. Curb cuts, where re Eture will be uistalled to allow runoff to pass to the percolation areas. development as shown on the grading plan is also accownted for in the basin calculatious. The Bowstring ~Viethod: The Bowstring Method v~as used ta c~culate the type of drywell needed for each basin. The r`equired type of drywell for each basin was then located, in the respective grass percolation area that is being drained to, away from the curb cut. b. Detention/Rstention Storege Cagacitiea Grassed percolation arees were calcul8ted, to hold the first 1/2" runoff s 3 over the entire parking lat and roof areas. See Calculations on pareep. throu h 12. Grass percolation areas will be a minimum 8 inches DryweUs will be inst,alled with the inlet 6 inches above the bottom of the gwale. Rsmarke: The above described system af .stormwater control will eounti rovide the quality and q°uant,~ controls as outlined in the Spokane Stormwater N~unagemen~Guide" for the Yellow Freight Transfer Terminal te. Drainage Report, Yellow Freight Systems, Inc. Agri120,199Q _ Pege 2 'lwl,or Engineaingjnc. Ca Diesp and Land Planrn W 10B Mfssion Ave o Spokane. WA 99201 0 (508) 328-3371 FAX (509) 926-8224 ♦ ~ ~ Sheet 3 of 13 ~ . ~ - . . ~ : T ~ ~ - - - - • • ~ ~ ' . . . , . , . . , , ' . ~ . ~ ~ - • i _ . . . ~ ~ . ~ = w ~ • _ R u • • • • ~ ! ~ : • ~ • ~ 7 • • ~ O ~ ~ ~ . ' •.-r- . ~ . ~ « . i » ' i i ' t O ~ . . . . • • • • . ~ ~ ~ ~ `w~r ~ ~ • ~ . _ .1 _ • ! . ` . • -r r z i' ~.,fts • ' . - . _ - r - ~ r ~ 41-4 , ~ , . .~.z. - . ~ • . ~ " , - . ~ . . ~ - i • ' • ` . ~ r . . . - . . ~i r ~ ~ r ~ . . . . • 71' ~ ~ • ~ ~ • ~ ~ _ . . . _ , o .R ~ ~ . . . • w • ~ • • _ ~ • • • • ♦ • ' ~ . Q » ~ . ~ ~ ~ ' « t` ~ Q 1 ' ♦ ~ M ~ ~N• ' • ~ ~ r • 1 , ~ ~ • ~ ~..~J ~~~r~)r LL ' . • ~y~ . • ► ~ { ~ 6-3 'h N ♦ ~ O Figure 2 '.r'rr ' ' . 1 ~ ~ ~r r laylorMgineeiAg, ~ ~ Taylor Engmeermg, Inc. Civil Design nnd I.aad Planniag o~noN 1','41-IO&A OESI0~1 - QA CHOCIm - OATE FB.E MO SNEET 4 Of J3 , BASIN.. ~ TOTAL ARM..L.;a di~t ' DEIIELOPED ° Cp FACTOR (2.) SQUARE RUAtOFF `F suRacE , EQ=F ooEMErrr 4 -e F~A Lr .,1 4'I 6 ~ . 90 47174 ' ~~SS )7 1 ZD ~ o ! 5 ~Z5 (08 ' G 9:5 340 4c) 747- oED s suM (a) m4 9742 FACTOR SUM 42) 1.. J-° = 7z !0 95 3 40 * , T1ME OF CONC_ENTRATION: trvrENsrnr: 3018 RUNOFF (Q): ~ SWALE YOLUME REQUIRED: ,q.1 tp x :,Z 18 + 1z PROJECT SWAL'E: ~~2 ~c ~7~. ~~3 x zz = 75zo ~2 • ~ ~ , ~ Sheet 5 of 13 B1WSTft I NG RET49D UEl'ENTION 6ASIN DESM Preparea by PRO3ffiT- YEL.OW fREIBl#T SY."."TEKS, ShdC. TAYLCiR ENSINEER#N9, 1KC, ~ASSJiV N~~ A MAKH 71 1990 Time Increment (min) ► 5.00 ~ TiQe of Concentration tain 3 s ~,00 ; OutfYow ([.f.s.) ; 3,00 IME TYPE 083 ORYNEtL Des3gn year flu tyr) a 10.00 ~ Area (eres) Developed FC" fat~o-r t .721 ► 11 1 42 O3 ~ 44 ~ #5 16 F #7 ~ Trfie Inc. iTyme IK. ►lntensity 1 9 dev, ; V, i~ ~ V aut tStorage E l,iin) 1 (secl ;(in.lhr.) ;(c.f s) 4(cu. ft. ) 4 (cu.ftj 1 (cu.ft. ) ! 11141 ~ 401 ! I{~~CM) kseQ hAiow) Huutf~~wM) i t~-*) 1 i 3.66 i 1473 's 300 ~ 1034 600 ; 2,24 ~ 2.58 ; isil ~ 600 : 12111 ~7.9 c 15 ► 900 ► 1.71 ~ 2,44 ; 2M ; 940 i 114311 20 i 1200 i 1.45 i 3.0 i ~175 1 1240 ; 915~ 2b : 150 ; 1.71 1 1.34 ~ 2233 1 1506 11 733; 30 3 tsOu It 1.04 11 1.20 ; 227~ ~ IBN 1 47911 35 i 2100 1 .91 1 1.05 a 1308 ► 2400 ; 2001, - 40 E 24k 1 ,92 : .9`4 ; 2363 2400 ~ -373 45 ~ 7700 ~ .74 It .85 i 2369 2740 ► -3ii1, 50 I 3000 1 166 I .79 F 2430 1 3V0V 1 ~5M 55 4 3306 ! .64 I a74 t ~508 ! 3300 1 -171 1 60 i 3400 i 61 ~ .70 i 26qL i 3600 i -999i 6J 1 37'Wu l r6 1, 39 i 2764 11 3%0 i -1134~ 70 1 429) I ~5a i •41 t 2874 i YLlFC S -132473 75 i 4r,4i3 1 .56 i .45 1 2969 1 4500 F -1isi1 DV ! 4Dtri/ 1 r5s} I .fti I 2793 4902 I -1907i 85 1 5it'Q 1 .52 J 1160 i 3116 1 51" 7 -17M 90 t ~40V } .5 1 s58 1 31-69 j 54V0 1 "22311 75 1 5700 ! a49 1 .56 1 3175 Y 5d00 1 -24253 100 i 6000 f .49 .56 ~ 3374 ; 6400 1 -26266 ~ Yin = 1.34 t 9 dtv t # #or t< Tt Vin = 0 deW t t 4 .34 t B dev # Tc #or t > Tr ~ Sheet G of 13 BuWSIRING NETH~D DETENTIgN BASIN JESdGN f re"s~ ~y PROJECT- YELLaA FRE16hT SYSTEKS, ING, rAuLcR ESSIr~~~R.10611Nc, BASI N KG- A - IMPERVI M. S1~~AL€ ONLV MRRCH 71 ! ro The Increaent (aarib f 5.0 I T3oe af Consentratian (min) ; 5.00 1 Datilow (t.f.s.) i 1.00 eONEE TY~ 2W QRYWE[.L iesign year #lcw (pr) ! 30.00 i Area (acres) !t20 Develaped °C" ;actnr ~ .90 ; #1 ; # [ i #3 i ~ 45 i A a ' i T~~~ ~n-16. Uime Inc. ~Intensitrk t9 dev, ; V in ! Vout ;storace 1 (min) , (set) I (c.f,s.) (cu. ft.) t rtu.ft.) ' ku.ft.)~ :(#I 1 60) ~ f(A1Ct#3) 1(~~e fk*low) ►(out floul12) R(04~1 't 300 4 3.18 ► 3.4 i 13RS ' 3tr0 { 1081i 1V I VVV 1 2r24 1 7r42 I 3b-94 1 600 1 1098l i'4~:•- -~'C-- 15 1 7~ I laf f i 1.91 t 1715 5 900 I 1VS5Y 24 ; 12D0 ~ 1.45 ; 1.57 1 209 1 1200 a 31191, 25 1 151Fld i 1,21 e 1.31 F 2013 i 350V e 57,*3i 30 i 1804 ~ 1.04 1 1.12 ~ 2136 E 190(1 3361, 3V 1 2100 f al.L 1 •98 1 2164 i 319r0 " 64n 40 I 2400 S s82 1 •09 ! 1246 1 5400 D -1641. 45 1 2700 ~ •74 i rBO i 2239 f 9-700 Y "461i .1 io ; 300 i r68 i .7 3 i 2278 i 0 0 i "722 i 55 ~ 3300 It .64 ~ .69 ; tRf ► 3300 i -949; 64 ~ 36" 1 S1 ~ ~ 2439 > aoo ~ --19W, ~5 ~ 3900 i .6 t .65 1 2"3 390fi ► -1307; 70 t 42O~j i .58 1 .63 i 2615 i 420A k -1505 ~ 7J I ~50V H .56 i 6u E 270v 3 4500 f -1717! go i 1900 ~ .5J l .,Sl i L0V6 i 4800 f `19741 85 11 510Q f vi ► ,5,b 29'11 1 51430 1 -21391 90 I 500 1 5 ; .54 1 2911 1 540 I -24 Ll n7 ; 4~ s 5iOJ t .49 ~ .53 't P10 3 5100 i -2630i 100 1 6000 i .48 i . t2 i 3163 i 6000 i "20~71 0 Vln = 1,34 t fl deY t t f0r t' Ta Vii = 9 daY t t + .34 # 9 dev I Tc for i } 1c _ i • ~ ~i~°'~, S - 7 o~i 13, Bwag'T'e ~ TallOr vo►s~4 , a`~`a Cldl D ~ ~ ~ r ~ tF+ ToTa. t~•~ 94`N „ FpCTOR st~`.) R~'~ Y g3 p Y ~P~ ~ ~'~,WE 303 o~' 0•) .~aQ - - ~ ~o gs MA~7' a su►~..S~- lwg 7~-t9 ~ sv~ (2) r ff/ t)1'0R J ,•n, r~. . - ^ CpNC~~ _ 'tIME QF , ~NSO' S . ~ L - C,~r RU~OFF ~ s J i , , LUME ItECIvi ; ~ vo 3~ x z3~? = b! Ml~ .r► r PROJE51 Sr 3' x 23} ,~Ep = 3a5'~ ~ . ~4- ~ Sheet 8 of 13 BaWSrR1NG METHOn F DETENT1ON BR5-IN I~~IEN Prepared bi PROdECT- YELLOK FREIGHi' SYSTEKE~ INC. 3AxLOR fNSiNEt'9IN6,I~~ ~~IN 00- B NRCH 7s 19qt# Tiae InCgemefft (2YA) i 5414 ~ Timp of Corrcentrahon (mxn) i 5 00 ~ Outf~om (c,f.s.) i 1.00 IONE TYPE l° DRYNELt. DESIgR year f1ow (yr) E 10.40 + Afea 3acres) 1 1r60 I DeVel{3pPd 'C' flCtof i .66 i ti ; U i 93 ; #4 i ~a a #6 i 9i' i Time Inc. 3 Ttiie Inr, ! Intensi ty 1 9 dev. k V in ~ W oLtt "Etnrage t (oin) ! tsec1 !(in.fhr.) : (c.f.s.) : (ru. ft.) ~ (tu.#t,) : (ru.tt,k~ >(see beluw) 1(4utf1rwt#2) 1 !0,46x 1 ; 5~ 3uo + 3.1s ~ 3.36 3 1350 f 300 ; ira5u: 10 604 ; 2.24 1 2,37 !~6l 0 600 I isbi; ~ ° _ r ry , : 15 ~ 90D i 1.71 1 l,87 1 1873 ~ 900 1 9131, 20 t 1200 1 1.45 I 1.53 1 1"4 1 1200 1 79Y 1 25 1 1504 41 1.21 S 1.28 ~ 2047 1 15.40 .1 547; 34 ~ 1804 i 1.04 11 1.10 s 2009 i 1604 ~ 284i 35 ; 2104 ; .91 ~ .96 ; 2416 ~ 2100 ~ 16r 40 ' 2400 1 .82 ~ .97 ~ 2147 1 2400 ► -2341, 45 > 2700 F .74 ~ .78 2190 ~ 2700 f -114i 50 ~ 3000 ~ .68 ; .12. 2227 ~ 3000 ~ -713, 515 f 3304 ~ .64 ~ ,68 ► 2t99 a 3300 ; -10011 60 ~ 3600 ~ .61 ~ .64 1 2585 ~ 3606 1 -1215f 45 ; 39€0 1 .6 f .63 ~ 296 ~ 3q_00 ► -iNA A 7~ t 4200 ; It ~1 ~ 2635 t 4200 a -14651 15 3 4500 l .m i .59 ; 2721 ; 45Qt~ ; -1779: i3V 1 4800 i •53 i .56 i 2744 i 4Q0Y I -LV561 05 1 5140 ~ .52 ; 55 ~ 2857 1 5100 ~ -2241,1 94 ~ 5400 ; ,5 ; 1513 ~ 2905 ~ 5400 t -29951 4i 5704 ~ .49 ~ .52 ; 302 ~ 57H P -26981, 100 ; 6000 1 .0 1 .51 ; 3£193 ~ 6u00 ~ -2907 ~ 0 Vin=1.34 9 0 devt t fiort{Tc Vin = 9 deY#tt .1$1 0 dL'V $TCfaP t~TC J Sheet 9 of 13 BOWSTRIN6 T49D BETENTIGR 6ASIN DESIGW Prepared by PROJECT- vELLuW FREiaHT SYStfMS, INC. TAYLGR EH6yNEERiN6,ItdC. kFrS1N NQ- fl - ]MPERVIOtfS SUkFACE ONLY MARCl+ 71 1990 TLae Increment (min) ~ 5.06 S Tiae of Conctntration (sin) ► 5.00 S QLtflow (c.f.s.) ~ 1.00 iaNE TYFE °6° DRYWfCI Design year fltw (yr) S 14,40 ~ Aren- (acres) ; 1.14 ~ ; Oeaelaped "C" far#or ~ ,90 v i 44 t 45 = #4 ; #1 ~ ~ #E d #7 Tr#e inc. fiite Inc. !Intfnsity ; 0 dQV. o V in ~ V out !5torage ; (min) 1 (sec) ;(10.1hr.) ; ic.f.s.l 1 (tu. ft.) ~ (cu.ft.) 1 (cu.ft.); ;0i t 601 s i(aIC143) ;(sre below) 1,'outflowS121 ; 1#5-#61 1 5 ~ 349 ~ 3 .1 e ~ 3.15 ; 1266 f 300 ~ 466 ► r- _ ~ ~ ' = '.r - F LO ; 60 ~ 2.24 t s.72 ; 1557 ~ 600 ; 457~ 15 ~ 900 ~ 1.77 ~ 1.75 ~ 1756 1 900 ~ 9461 20 ~ 1200 ~ 1.45 i 1.44 t 1869 : 120 ~ 6691 25 ~ 15" i 1.1; ~ 1.20 ; 1419 It 1500 ► 4141 30 ~ 1800 ' 1.04 ~ i.03 ~ l958 ~ 1800 ; 1581 33 ~ 2100 ~ .91 ; Xq ~ 084 ; 2100 l -115 ~ 40 ; 2440 's .62 s .81 i 2031 ~ 2400 ~ -7V69; 45 ~ 2700 ~ .14 11 .13 ; 2453 11 2100 ► -64711 5u ~ 3000 ~ .68 1 .67 ~ 20816 11 3000 ; -912► 55 ; 3300 1 .64 1 .63 ~ 1156 ~ 3300 e -11441 60 3 3640 ~ .61 ~ .64 S 2136 s 3bo0 ► -13641 65 f 3900 ~ .6 ~ .59 ~ 2377 ~ 3900 ~ -1523 Z 70 0 420 ~ .58 ; .57 ; 7470 42Cv ~ -17301 75 ; 4500 ~ .56 ~ .55 ; 2551 ~ 4500 i -/949! SO 1 4800 f .53 t .52 ~ 2572 ; 4900 1 -22281 85 ~ 51ctO ; .52 ~ .51 ~ 2678 ; 5100 ; -29221 90 ~ 5400 ~ .5 ~ .50 ~ 1723 ~ 5900 ; -2811 1 QS ~ 31vv ~ .49 ~ .49 ~ 2815 i 5100 1 -28851 140 i 6900 ► .48 ~ .48 ; 2908 S bOQ(► s -3106 ; 0 Yin=1.34lQdevt#fartcTc Vin=fldevt t♦.391 Q~y tTtfiort>Tc 0 Taylor Engineering, Irace Civil Deeign and 'Lnad Planniug o~ca~noa, I~~- OfSiQM~• MTE OptED-~ OAIE~Aof'LLE NO BNW 1 0 of 1 3 I i `f n • ~ L✓, BASIN _ C- Jy TOTAL AREA ~ - DEVELOPED aCp FACi'OR (Z-) (3•) (4•) Sgt~l4RE RUPIOFF TYPE OF SURF'ACE m L`dEFF1ENT ~9 803 As~~AI-T' /88 &-70 ~ .510 1 gzzso 3 4z 230 950 DBGM, Ep ° C+' ~ SUM (4),_ 77(0 145 FACTOR SUM (2) 230950 ^ •~!v 11ME OF ' CONCENTRATlON: T L 5 rn,lo. IMENSITY: ,RUidOFF (Q): `.76 1 z.81 c FS SdVALE VOLUME REQUIRED: jg 867o x t~- =„8 ~ I ~7: 3 PROJECT SiNALE: z58A7)f' ~ . . _ . S' Wp ~ 8z00 FT m~~1. ~ AQWSiRIN6 METHOD Sheet 11 of 13 OETEV104 BASIN DfS16N Prep?red by P7tOJECT- VELLOW rkEI6NT SYeTEMS, INC. TA'`LGR ENGINEER'C:GIINC. AAcUIN PtC- C - I"PERVIttl1S SUkFACE UN1.Y M49ZH 79 1990 Tifte Increment (sin) ~ 5.00 a Tin of Concentration (ein) ~ 5.40 ~ Outflow (c.#.s.) ; 2.00 =TN4 TVPE °B° OPWELI3 Fesign year flow !yr) ~ 1ft,00 ~ Area tarresl i 4.33 1 Develaped `Gg factar ! .90 ; #1 ► #Z 9 #a ; #4 ; #5 i 16 ; #1 ; 7iae Ins. ►Zae Int. ;1ptertrity ; 0 dev. i V in 1, V oui iS:0r3gP 1 (m:n) i(SFC) E(an.ih►.) ;(:.f.s.) s(cu. ft.) 1 (:u.ft.) 1 (cu.ft.)! 1E#1 1 60j e 'WC113) Nsee be16w1 '(QU##ltw142) ; 0546) 3 5~ 3t14 ~ 3.18 1 12.39 1 4452 i bQu ~ 4~ ~ tv 1 600 i 2- .24 i 8•73 i 6128 i 1C& I ~ 77E8 i 1.5 f 9Qyi' 1 1.77 1 6.70 1 011 1 2YO 1 51111 29 ~ 1200 f 1.45 ; 5.65 ~ 7357 ; 2440 ; 49574 25 ! 1500 1 1.21 ~ 4.12 ~ 1554 ; 3000 ; 4554! 30 ~ iaoo ~ 1.v4 b 4.05 ~ 77,09 i 3600 ~ 4109t 35 ~ 2140 1 .91 ~ 3.55 ~ 7909 ~ 11#24 ~ 30091' 40 ~ 2400 ~ .82 ~ 3.20 ~ 19?5 ~ 4GOO ~ 3195~ 45 ; 2700 ; .74 : 2.88 ; 8080 1 5400 2690, 50 ~ 3040 ~ .68 ~ 2.65 ; 8224 ~ 6009 11 2210~ 55 i 3300 i .64 ~ 2.49 ~ 84K ' 601,1Q 11 1885: 66 t 3604 ~ ,61 ~ 2.38 ~ BHO ~ 3200 .1 160~ 65 ; 3940 ~ .6 11 2.34 ~ K51 ; 7800 1 1557~ TO 11 4,200 ~ .58 ~ 2.26 t 9124 ; 8400 ~ 1324~ 75 ~ 4504 ~ .56 ~ 2.18 ~ 10043 1 9000 11 14a3~ RQ i 4800 i .53 11 2.07 ~ 10125 ; 9600 ~ 42511 85 ~ 5104 i .52 S 2.03 ~ 10542 1 10200 ; 342: 90 ~ 15400 1, 15 ~ 1.95 ; 10121 ; 10804 ' -7fl, RS 0 5700 f .49 ~ 1.91 ~ 11079 ► 11400 ~ -3111, 100 ~ 6040 ~ .48 ; 1.87 t 11414 ~ 1200 s -5861 4 Vin = 1.34 t 0 dev t t tcr tt Tc Vin=0 dev t t+.3Al0 dey tTcfflrt>Tc ? Sheet 12 of 13 OfTENTION 6RSIN DESIGN Prepa, ed by ,DROLECT- YELLOW FUM#iT MjEMSp M. TAYUR EVSINEERING, INC. AASIN No- C MARGH 71 1990 Trme Increment (mini ~ 5.00 ~ ~ i'ite of Goncen#ratian Smin1 ~ 5.00 Qutiiow tc.f.s.l i 2.40 !TWO TYPE °B° ORYMELLS 9esi4n year f }aw lyr) ~ I0.00 ► Area (asres) ~ 5.30 ~ Derelepp-d 'Cg fac#or ~ .76 S #1 ► #2 0 #3 ~ #4 ~ 45 #u ~ #7 ~ Ti+ap- Inc. ►T=me lnc. :Inten5ity 1 fl drv. f VIR ~ V aut ;S#orage { (sln) (set) ~tiiahr.2 ~ {c.f.s.) ~ (cu. f}.) I (cu.ft.) ~ ~cu.ft.1; ,(#1 ! 60) ► :0EU13) Usee below) 1(OJffIoMt42) ► t#546e 1 5~ 300 11 3.18 ~ 12.81 1 5199 11 660 11 45491, 10 ~ 640 ~ 2.24 ~ 9.02 ~ 633; 11 1200 1 5134~ i` ~ 900 ~ 1.77 ~ 7.13 t 7149 , 18ofl ; 5344; ~ ° s " ' ` ~ - • _',C 20 ; 1240 ~ 1.45 ~ 5.84 a 7644 ; 2400 ~ 52941, ZS ~ 1504 : 1.21 ~ 4.87 t 1808 i 3000 i 4Ou8" 30 S 1860 ! i.v4 ~ 4.19 s 7968 ' 3600 ~ 4368's 35 ~ 2104 1 .91 11 3.0 e 8071 ~ 4-204 i 3871~ at► ~ 2400 ~ .82 ~ 3.30 i 8264 1, 4EQfi 1 3464 , 45 ► 270 ~ .14 ~ 2.98 ~ 9342 ~ 5440 ~ 29`2r 50 ~ 3004 1 .68 ~ 2.79 ~ 8497 1 6440 ~ 299711 155 ~ 3300 It .64 1 2.58 1 877u ► 6604 ~ 21701, bA S 3600 ; .61 E 2.46 ~ 9496 i 1100 ~ 18961 65 ; 3909 ~ .b ~ 2.42 t 9672 ~ 7800 's 1812~ 70 It 4200 3 .58 ~ 2.34 ~ 10051 : 8400 ~ 16511 15 ► 4500 ~ .56 1 2.26 ; 10381 3 900 ~ 1381,1 84 i 4800 i .53 11 2.13 s 10465 1 9600 ~ 855~ 85 ~ 5100 ~ .52 ► 2.09 ~ 10896 ; 1030 ~ 646, 90 S 5400 ~ .5 ► 2.01 ~ 1! 0$1 i 10800 i fll + 95 11 5700 ~ .49 11 1,9a 11 11455.2 ; 11400 : 521, 140 ~ 6000 s .98 ~ 1.93 13 11798 ~ 12000 t -2021 v Vin = 1.34 t fl dev t t#or t< Tc Vin=0 devlt+ .3A10 devtTcfort>Tc ~ r Go }~A _ . Q. ~ G oQ~- ~ I ~ :.AA-'-' I~~ o ~ ~ , < < t . , ~ ~ . . . ~ f ~ i . • ~ e-T F R ~ _ 3 y R M . P 15•15 ~.P-T~~ . Q _ ~L y! ~ 3lL Q T a~ ~ - Q:5 OP, VAE C Q qy ~ • j • FOR 3 : CO Cfg . . , ~t~•2~ ~ ' 1 C 5•~ 5 F 0~ ~ . . . ~ - , 3 aF S~~~T , * • ~ ± ~ ~ ~ ~`rj/~,1✓~ ~ r~ . ~ ~.r . . ~ ■ ~ INLE'T' C.QPA G 1T Y CLlR6 l5 .lT (SUMP ?oMVT/OV ~ sN ~ 'e* : • t:•• •i ~ . • .d ' , • s • / . ~ w : . ~ ~ ~ . . . • i. i ; f ~ ♦ . • ~ ~ ~ • • • • . . • . ~ • • • ' • • ~ ~ • ~ • ~ ~ . ~ • • v ~ ' • • ~ ~ :l • ~ ~ t ~ • d ~ • ~ • • ~ • • ~ ~ ~ • • • • • ~ ~ ~ / ~ ~ t ~ ' ~ ~ • ~ ~ ~ ~ ~ ~ ~ • ~ ~ • •0O 1 . ~ ~ ~ ~ • ~ ~ ~ • • • ~ • ••~I • ~ ~ • • ~ ~ • ~ • • • • • ~ ~ . • ~ • _ ~ ~ • • • • 1 ~ ~r • w,~ a.~ . . ~ alSp ~ TYPICAL CURB DROP ~ . y Q ~ 3.0 6 7 1.14 Ne . . H _ •S1 = .08 Q 3 7 5 ~ , ~z ~t = ~,087 (z f ~ .5 ~'ole 3: . _ v 7 C3 ~ ~ ~lZr, 5. :z7 C.-F-6 r ~3.s 4 " ~ 4') • 37 C-r5 ~ 3.087 .4 , ~ : Uylor E~ngl~ieedng, Inc. CYvO Deslm Ant11 ArNI Pian"lnv