MISSION E 9220 VANDERVERT HOLIDAY INN EXPRESS
• MISSION E 9220
DATE FINALED ENGINEER' S R.EVMW SHEET
BY
MYLAR#
CANCELED
BLDG. PERMIT # B95121 _95
Related File # (ZE-96-81)
Date to Review 8/14/95 Time 11:00 Review Type Pre-Application
Date Received 8/4/95
Project Name VANDERVERT HOLIDAY INN EXPRESS (RESBLDG SQ FT
Range - Township - Section
asin.~ 7 ~
SI~'E ADDRESS MISSION E 9220 / E MULLAN/W LOCUST PARCEL ~20
Applicant's Name RUSSELL PAGE Phone # 457-9748
Address 608 E HOLLAND Phone 2#
SPOKANE WA 99218
FLOOD ZONE NO
Agreement to pay fees: Owner's/address/phone DICK VANDERVERT
608 E HOLLAND
SPOKANE WA 99218
467-6654
Building Contact Person: Jeff Forry Ext 103 / CAROL FRAZIER Phone # 456-3675
Date Submitted Description Initials
~ l(o / (Q AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED COPY TO ACCOUNTING \
-
/ / NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE STGNED
DESIGN DEVIATION SUBMITTED/DATE COMPLETED -MAILED
BOND AMOUNT RECYEVED $
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
A- / 1 STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE)
APPROACH PERMIT # ROAD/S WIDTH/S
1495 -P.~&, •'a- •
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ENGINEER'S REVIEW SHEET
Date Submitted Description Initials
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PROJECT NUMBER= 9500596~ APPLICATI~N ~ t'~ DA~,= 01/29/96 PAGE= O1
THIS IS NOT A PER.MIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 9220 E MISSION AVE PARCEL#= 45172.0707-9
ADDRESS= SPOKANE WA 99206
PERMIT USE= 103 UNIT HOLIDAY INN EXPRESS
PLAT#= 001856 PLAT NAME= OPPORTUNITY SUB.TR.65
BLOCK= 20 LOT= ZONE= B-3 DIST#= S
AREA= 00000000 F/A= F WIDTH= DEPTH= R/W= 60
# OF BLDGS= # DWELLINGS= WATER DIST =
OWNER= VANDERVERT, DICK PHONE= 509 467 6654
STREE't= 608' E HOLLAND AVE ~ ~
ADDRESS= SPOKANE WA 99218
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CONTACT NAME= RENT M~ARLAN~ ~ PHONE NUMBER. 09 467 974
BUILDING SETBACKS: FRONT= 200 LEFT= 78 RIGHT= 86 REAR= 15
*~**************************x
REVIEW INFORMATION .
DEPARTMENT REVIEW REQUIREMENT -
~
BUILDING REVIEW COORDINATOR - C FR.AZIER ~ "
COMMEIJTS :
. '
BUILDING PLAN REVIEW REQUIRED ~ ~7"
COMMENT S: ~~'f'P~oi1~ S1l~l~~ T~ ~.WD/~I D l~nl r~~~/ r• .
5,~=~~'+~f~ l~~'nlit /~~tl/~D Av~~~~ SP~el~c/~~1F~2 sy.Jt~ .Su,Bnt.~~ -
0/LAu~~nl~.s ~'o,~- /'~!/~~w A~t~J ifi'~/~d~f2. .
BUILDING SEWER PERMIT PENDING ~(~T~ C7~ J~ ~~~j ~
COMMENTS : ~~IG~Z ~ ~CJ ~ ~ ~t'~(~'.~~}~'t''~ 8 L~c~! l'7"~C~~ LTr
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COMMENTS: ~ ~~•:.S ~ ` ~ S~j~e/~~~
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SEPA REVIE ENVIRONMENTAL REVIEW REQUIRED ' _ • S ~ ~ .
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COMMENTS : ; ' ~ ' , ~ ~ ~ , ~ , .
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ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE ` ° ' ' ~ ~ ~ „ ~
C ENTS : ~ ~
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ENGINEER SITE DRAINAGE TO BE REVIEWED ~ 'Li(/ * 7,~L~ T`::
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REPORT OF 8/14/95 PRE-APPLICATION CONFERENCE
9220 E MISSION - HOLIDAY INN EXPRESS
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~?I~ CI'I'Y' . , -STATE' ' ZIP~'s PiiOY
~y'n '~~~'CONi'ACr =1 ~WIVER I DICKVANDERVERT• _ '.J608"EHOI.LAND;~~~`?~~;~~rou-. SPOKANE^~;i•_ f-WA,i I '99218~ad,~,•j,::•~,x~;467r66.S4~~~` `V_ ~
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1,-, 99307 ` - k~~1~'~~ -928=6848'
r,. M GPOR~r ' ~i ICIAY;dcKENT`CI 14907 , ,_JVEI2Al)ALE• .WA
,~ONTRA~IUSEN°{~':&PROGRFSS~C'C~~;~:~~;y,
WlkCHI7F,CT~~1 RUSSEI.i..'PAOE;~k~v~' , ?1608 fi-NOllAND;"~~~K;~,~:-~^.. ' 7:1 SPOKANE '1'- .99218 44~.1'M'::-467-9748~ftl~
STATF ENVIRONMENTAL POLICY ACT (SEPA)
In accordance with the Washington State Environmental Poliey Act (SEPA) WAC 197-11-310 a threshold determination is required to be isaued by the
Depaitment of Buildings (DOB). An environmentsl checkliat needs to be prepared and submitted to assist the DOB in making the threshold
detennination for circulation to agenciea of jurisdiction.
Permits cannot be issued until after the issuance of a threshold detenninatioa & a 15-day public coinment period.
PRO.TFCT OVFRVICW
The applicant proposes a four-atory, 59,524 sq foot motel with a separate reataurant.
SLIMMARY OF PROPOSFn
_
m~°F[:OW WWATBR'F'[1ftVEYOR/~PHONS ~
~r!3 pAAR(:'1~ ~ ZONB ~ ~r~ TYPB BU[LbING USB 11MOM ~:°~CROUP„~ :~7'YPBS°:,
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172.07~0']y~e' . B-3 I S380C*1 x . ~ ~M~ -r sM- ,~t 50~A~' % „ . .....,w.,+rw_
Modcm FJoctiid(928=4340)
t~a a « , 4 j =r . ~c..•~ av;R w .,;r .
`viHR
szso w
45172.0709 •Sprinkkrod "
DISCUSSION TOPICS
(clarificetions, edditions, end corrections to written comments)
DIVISION OF BUILDINGS ZONIIVG REVIEW (456-3675) CONTACT: TOM DAVIS. '
* Written comments were prepared & a copy given to the applicant.
* Avigation easement to be filed. ,
ENGINEERING & ROADS (456-3600) CONTAGT: DOUG BUSKO. * Written comments were prepared & a copy given to the applicant.
* Submit road aud drainage plans for Mission Avenue.
* Submit a copy of a recorded propecty deed.
HEALTH DISTRICT (324-1560) CONTACT: DARYL WAY
* Written comments were prepared a copy given to the applicant.
* Contact local refuse company regarding location of dumpster, to allow turnaround for their vehicles.
* Coaaect to sewer/water.
* Plans for restaurant are required.
* Swimmiag pool review required by Department of Health.
* All construcrion debris must be tal:en to a licensed disposal facility; no on-site burning or burial vvill be authoriz.ed.
FIRE DISTRICT NO. 1(928-2462) CONTACT: KEVIN MILLER.
* Written comments were prepared & a copy given to the applicant.
* Submit copy of both sprinkler and alarm plans.
* Three (3) new hydrants will be required. ' * The covered parkway at the entrance of the botel needs to be at least 13' 6" tall to allow fire truck to pass under.
* Turn radius for apparatus access must be 30'.
DIVISION OF BUILDINGS PLAN REVIEW (456-3675) CONTACT: JUN MASCARDO.
* Writteo comments were prepared & a copy given to the applicant.
* For information on the Americans with Disabilities Act, call 1-800-435-7232.
* Effective 4/1/94 all commercial projects shall demonstrate compliance with the Non-Resiciential Energy Code.
* Minimum type construction is IIN sprinklered unless otherwise justified.
* A minimum of five (5) accessible parking spaces needed for motel.
WA STATE DEPARTMENT OF TRANSPORTATION (324-6199) CONTACT: LEONARD CASH.
* Written comments were prepared & a copy given to the applicant.
* Prepare a traffic analysis for this development.
SEE REVERSE FOR PERMIT RELEASE REQUIREMENTS
~
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PEItM1T RELEASE REQUIREMEN'I'S
the Dcponmcnt of Buildings jor acbwwldgemtnt and distribution to all the appropnate agencies. /n order for all agencies
to expeditiously process your project, it is i»3Portant that submiltals include all necessary drowings and documents to lnsure
that review of your project is onmpleted in tht least amount oJtimt. Documents should include: building address and legal
description oJproperty.
Spokene County's Project Review Coordinator will be Carol Frazier at the Div. of Buildinge 1456-36751.
J7ANING JENGINEF-RS I HEAL.TH I FIRE ~ BUIIDINOS
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1 lBicycle racka (location & number) N X
2 JBuilding height in stories 8t feet ~ X
3 lCurbint; acound landsca in ~ X
4 1 Exterior lifhting/direction of illumination ~ X
SlExlerior refuse arees + acreening ~ X
6 iLandscaeLng of parfcing lot ~ X
7 15 feet Type III landsceping along Mission ~ X
815 feet Type III lendscaeLng along MuUen ~ X
9 ~ Landscaping (location, species, eize) ~ X
10 ~Building coverege calculetion ~ X
11 lParking & tretTic circulation plan ~ X ~ X
12 IParlcing etalls (number, etriping, dimenaion, directional errows) ~ X
13 ~Paving ~ X
14 ~Setbacke ~ X
15 Si na e(locetion, height, & aquare footage) ~ X
16 Utility locetion ~ X
17 lDreinage plen (sweles, drywells, calculatione) ~ X
18 1 Fre hydrants (location & number) X ~
19 1 Fre lenes/eccess X ~
20 IHandicap parking etells Bt ecceasways (into 8c within bldg) X
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21 iCertificate of Exemption ~ X
22 ~Irrigation system plans ~ X
23 ~Nursery estimate ~ X
24 lAgreement to pay fees & minimum requirements liet X
25 lApproach permit for eccess to county roads X
26 lRecorded property deed X
27 lCritica) Materials list X X
28 ISEPA ~ X I I I I
29 ISpecial Inspection forms X
30 ISQecial NREC Plen Reviewer/Inspector X
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31 lBarcier-Free Requirements (WAC 51-20) X
32 lConstruction drewings X
33 IDesign epecificatione of proposed building X
34 lElectrical detaile X
35 IFre sprinkler/alarm system X
36 1 Floor plan (document N of seat8) X
37 1 Heating, ventiletion & air conditioning drawings X
38 1 Plumbing details X
39 IRoom finish echedule X
40 ISeating plane X
41 ISeparation well details X
42 1 Structural drawin~e with wet stamps & calculations X
Si ' r o o inatorl u Signature of Plan Reviewer
Project No: 95005962
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Holiday Inn Express/Restaurant Date: 8/14/95
Address: East 9220 Mission Ref No. B95121
Parcel No: 45172.0707, 0708, 0709 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) A drainage plan for the site shall be prepared in
compliance with Spokane County "Guidelines for Stormwater
Management". At a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE 96-81C
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These rnust be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Mission Avenue
Al1 required construction (sidewalk/curbing/pavement) within the
Public Road Right of Way is to be completed prior to the release
of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or irriprovements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
'
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a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Mission Avenue
b. Mullan Road
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted arid approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
G) See comments on the attached check print. Please return
the check print to your contact person at County
Engineering.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
,
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for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Doug Busko, 456-3600.
I/ A).
spo KANE cCOUNTY INTERIM RoAD & mRAnvAGE
SUBMITTAL C~CECKLIST
PROJECT # DATE:
PROJECT NaME: K6wDPt`1
PROJECT SPONSOR: Lvc- 7~EL--,0PME-NT - KeoT Cc.ocus sel'i TEL # 9 28 -6 $+8
PROJECT ENGINEER: St K PSaENC-,rti1 En-p-S ,~►~C TEL # gZ6 -13 2-2--
(Itoad & Ucainage Alans)
PROJECT SURVEYOR: 'I'EL t#
(Plat)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWTIVC ITEMS.
. GENERAL ITEMS
ve, [~TN. ~ N/A ~ l. A sigaed "AGREEMENT TO PAY FEES" focm tias been subautted co Spol:ane Couury along wich any
applicable plat fees, prior to any pre-design/presubmitcal meecing
Yes E"No ~N/A 0 2. I have a copy of, and have reviewed the most recent condicions of approval -ats-
and conditions of approval have been incorporaced in chis plan submittal. .
PROJECT DESIGN
YG cl no GD"N/A E3 1. Ihave compleced a Ininimiim of one pre-clesign meeting with Spol:ane Counry Developwent Engineeriug
Services Engineers where agreement was reached on drainage design approach.
,r~s [D No E) ►v/n a 2. I have inclucied the results of any geocechnical testing chat is reqwred by the design approach co verify dcsign
parameters.
~ CA~wni~NC Mtsssa~ /~tvE P~FItg F'-cfi,~a v, S►~.E)
N. / N/A 3. I have included any required Pavement design calculatious on new Public roadways as required by Ehe
"SPOKANE COUNTY STANDA1tDS FOR ROAD AlYD SEWER CONSTRUCTION", latesc ediuon.
vG 0N. C] N/,. CI 4. The road and clrainage plaus comply widl the"STANDARD ROAD PLAlV" reqwrenienEs for plan, protile,
and typical cross secuon elemenrs contained in"SPOKANE COCTNTY STANDARDS FOR ROAD fiND
' SEWER CONSTRUCTION" lacesc edidon excepc as allowed rhrough approved design deviaaons.
ti-~ 2"ivo 11 n/A E3 5. The drainage repor[ incorporates the minimum requirEments for a stocm drainage analysis as uoted in the
GSM and ocher icems whieh are appropriate co demonsaate chac the design meets all reqwremencs of the
Spol:ane Counry Guidelines for Scorniwacer Management excepc as allowed L.irougli approved design
deviacions.
6. A complece drainage basin map with cinie of concentracion pachs shown has been included wich clle der.ailed •
hydrology calcularions. Draiuage basin map shows copograpby, proposed drainage feacures, aud correlace5
with hydrology calculaaons.
,'G 1:1 No 0 N/A 12/7. I llave coorciinaced rraffic control aud signing requiremencs wich the Spokane CounCy Traffic Engineer. These
requirements are shown oa a separate plan sheec; OR aze incorporated inco the pla.ns for each road
0 Ho 0 rv~AZ/8. I liave included copies of all approved DESIGN DEVTATIONS wltich are required for chis projecc.
YCJdH. 0N/,. [3 9. The plans and drainage reporc are scamped, signed, aud daced, aad-E~~ . ~Iiea6h° ~ -~.,c.}e.e-
.
-sfatmf,t.
ti•u 2rro 1:1 N/A El . 10. I tAve included an adequace erosion concrol plan anci applicable sca.ndard plan noces.
Yes 0 rvo dr,/A ~ 11. I have secured approvals from all applicable oucside agencies such as fire clistriccs where applicable and have
included proof of cheir approvals..
v« 0 ro 0 NiAd 12. [ have provided a.n accepcable mea.ns for perpetual mainceaance of screec a.nd drainage faciliaes ffiac is
~ accepcable to Spokane County a.nd tiave secured and included copies of any required easements.
Y~ No 11 N/A ~ 13. I have reviewed the plans, calculations and other submiccal ciata for compleceness, accuracy and consiscency
and have submitted cwo copies of plans and und drainage reporc.s
Z
Uckplatv 1.0/Oct95 1
\ •
I unuersca.ud ctiat the requirer.ueuts noted above are the witumum requiremeucs necessary to perfotm a cursory review of che projecc
' plans, and that addicional information suould be iucluded witli tlus subiuiccal as uecessary.
I understand that this submittal will be checked fnr cowpleceuess prioc co review, anc1 diac it will be renurued for furcller infomiacion
if ic is found to be inconlptece.
Y undecstand that this submiltal will not be accepted for review (and placed on the review list) unfil all required information
has been submitted.
Forw compleced by che responsible Engineer: ~ r ~ t~~5~ S t M Ps o►~.~ , P. E.
Company: StMPsot_,j
Address: N, °109 Ra4 t) SPort~E 99212-
~ Zip code
Dace: Fet w.•~ (95(o , .
FOR E, COUNTY USE ONLV
SUBMITTAL: ~ Accepted for review. Z , I, C>- e
Recurued for submittal of the followiug:
GENERAL ITEM # :
PROJECT DESIGN # :
RESUBMITTAL ITEM
Foc-ai recurned to: Company:
Address: Dace:
By:
Spokaue Counry Public Works Development Services
Uckplatv 1.0/May95 • 2
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S P O K A N E " C O-LJ N T X
DIVISION OF ENGINEERING AND ROADS • A DIVISIOI\i OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
Apri14, 1996
Doug Christenson, E.I.T.
Simpson Engineers
N. 909 Argonne Road
Spokane, Washington 99212-2789
Re: Holiday Inn Express Road Plan, B95121
Dear poug,
The County Engineers have reviewed the plan and offer the following comments:
1. Submit a completed Spokane County Submittal Checklist for the road plan.
. 2. Include the Professional Engineer's Stamp and Certification on the final plans.
3. Address the drainage created by these improvements.
4. The minimum outbound taper length is 100'.
5. Show the existing sidewalk width on the plans, and match this width in the
improvements.
6. Show the centerline elevations and profile in the vicinity of the improvements.
7. Include calculations showing how the pavement section was designed.
8. Reference the Standard sheet numbers for the curb, sidewalk, and approach.
- 9. The developer's signature needs to be present on the final plan.
10. Submit a written estimate of the construction services (staking, inspection, submittal
of record drawings, etc.) to be provided for this project. This figure will be added to the
' construction estimate at the County gives to the Owner for bonding purposes.
Doug Busko, E.I.T.
. Plans Review Engineer
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 1 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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S P O K A N E O U N T X
DNISION OF ENGINEERING AND ROADS • A DNiSION OF THE PUBLIC WOItICS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
February 20, 1996
Doug Christenson
Simpson Engineers
North 909 Argonne Road
Spokane, Washington 99212-2789
Re: Review Comments 1 for Holiday Inn Express, Mission
Dear poug,
The Spokane County Engineers have completed a review of the on-site drainage plans for
this project. The following issues must be addressed:
ArcbLt'tect
1. The curb drop details, 2/C-1 and 4/C-1, need to show the bottom of the drop flush with
the top of the asphalt.
2. Please submit a revised landscape plan, showing the final layout of the landscaping.
Be aware of the locations of the concrete inlets to the swales, and do not block them with
landscaping. Also, try to minimize the amount of landscaping which will be in the
drainage swales.
3. Submit a revised copy of the site plan, showing final locations of swales, Dumpster,
etc.
Engineer
4. The drainage plans are approved.
5. Note, on either the drainage plan or forthcoming road plans, which driveway
approaches will be removed.
Please feel free to call if you have any questions regarding these comments.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
, Q
Sincerely, _
v(
Doug Busko, E.I.T.
Plan Review Engineer
c: File Atwood-Hinzman Consulting
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imp. Sd Np LAN~ SuRVEY Qas
A 99212
ENG%NEERS A . Spokane' w 3
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U)impmon Engimens, In-c'.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road ~ Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
TO: Spokane Couoty Engineers Office, c/o Spokane County Building Department
SUBJECT: HOLIDAY INN EXPRESS, E. 9220 Mission Ave.: 5TREET PLAN-PROFII,E
DATE : April Z, 1996 1 st submittal
Attached are the following, for the proposed Holiday Inn Express motel at the
southeast corner of Mission Axenue and Mutlan Road in the Spokane Valley :
1) Two prints of the street plan-profile for 57 feet of new curb & sidewalk
along the south side of IvI'ission Avenue, and
2) Two copies of the curb grade calculation sheet
Call me if you ,have any questions at 926- l 322
I V E
Et E
.
~ APR 0 3 IM
,
J
Thank You
Doug Christenson ~
Signed
AINCe , CONSULTING ENGINEERS SPOKANE OFFICE. E. 1819 SPRINGFIELD • SPOKANE, WA 99202 •(509) 535-0138 ~ FAX (509) 535-7244
February 23, 1996
Mr. Doug Busko
Spokane County Engineers
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Re: Holiday Inn Express
E. 9220 Mission
Dear Mr. Busko:
Enclosed are revisions to Sheets C-1 and L-1 requested in your
February 20, 1996 letter to Doug Christenson of Simpson.Engineers
as follows:
Architect
1. Curb Drop Details 2/C-1 and 4/C-1: I have revised the
bottom of the dropped curb so it is flush with the top of
asphalt paving.
2. Revised Landscape Plans: I have revised the landscape plans
as requested.
3. Revised Site Plan: I have revised the Site Plan as
requested to show swale locations and f inal dumpster
location.
Very truly yours,
. //000
1/9 Lar y Sullivan
cc: Clay Clausen, KVC
Jeff Kilgore, Vandervert
951244.LT2
A1W00D0HNLvjAN INC.. . , CONSULTING ENGINEERS
SPOKANE OFFICE: E. 1819 SPRINGFIELD • SPOKANE, WA 99202 •(509) 535-0138 • FAX (509) 535-7244
~EMN OF URMSHUTaL
To: ~keALXS 0""'Ln-CA 6LY'(Uss12~ Date: 2.
u,), 6ac4nc~tio Job No.
~no V~ Q~ ►qq-?"(. b - 01 -7 v
Attn:
Re:
WE ARE SENDING YOU _ Enclosed _ Under separate cover the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
Copies No. Description
THESE ARE TRANSMITTED as checked below:
For Approval E] Approved as submitted E] Resubmit _ copies for approval
F-] For your use 0 Approved as noted ~ Submit _ copies for distribution
F] As requested F~ Returned for corrections ~ Return_ corrected prints
F~ For review and comment
F-I For Bids Due
REMARKS: Qf&&!7g l/1 (0 C-0 0 l~°-~ AAkjo-3
Copy To:
Signed:
-
,.~.r
%14)imp5on 1='nqinee(s. Inc'. RECEIVED
CIVIL ENGINEERS AND LAND SURVEYORS FEg 2 31996
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 ~ Fax: 926-1323 SPOKARF. (:OUNTY ENGtNEER
TO; DOUG BUSK4, E.I.T. Spokane County Engineers, c/o Building Degartment
SUBJECT: HOLIDAY INN EXPRESS, 9220 East Mission Avenue, Spokane
DATE: February 23, 1996
Attached is the following:
1) One stamped & signed print of ttie site "208" drainage plan,
with the addition of wording pertaining to removal and
replacement of existing driveways on the motel parcel.
We are still awaiting the County profile for Mission Avenue eas# from Mullan
Road. Tf t.his is not available, please let me know, and we wiil have a field crew
shoot elevations so we can work up a plan-profile and curb grade sheet for the
short bit of paving and cwb/sidewalk at the northeast corner of the project.
Ifyou have any questions or comments, please call me 7:30am to lpm, M-F_
Thank You,
Doug Christenson Signed
~ imp-son Engineefs. Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
TO: DOUG BUSKO, E.I.T. Spokane County Engineers, c/o Building Department SUBJECT: HOLIDAY INN EXPRESS, 9220 East Mission Avenue, Spokane
DATE: February 16, 1996
Attached are the follovving, tor your review:
1) Two stamped & signed prints of the site "208" drainage pla.n
2) Two stamped & signed copies of #he Stormwater Drainage Report
36 Stl gM lTfAL CiNF.GKLI.ST
If you have any questions, please call me between 7:30am and lpm, M-F.
~ i . `,j;5 r. • ,ti/.~ ~
~ WAC 4/1
► , .
) 1, tr~~
.
. . ~
FEB 16 1996 ~
SPOKANE . EER
Thank You,
Doug Christenson Signed
a Q
i PERM T DOCUMENT TRANSM TTAL
Spokane County Division of Buildings _
1026 W 6roadway Ave.
Spokane, WA. 99260
Project Address: cl 220 ,n Project
6usiness Name: s<
CONTACT: e,l ~ ~ I~.~ OA1 ~ n Phone: c~ 2
Maili ~
ngAddress. 6 L4gor7 C* V~~~~A C? ct Q.5 r7
COORDINATOR: aarg;{ Phone:
DOCUMENTS CIRCULATED
~ Description guild~ng Zoning Eng,,,oers ,ealt, 0 wo`°--- Uti,m~ SC„PCA o r
.5rf~ 1C x x ~C x ~C
x x V x x
ca~.a._►-..
Received By .
.
. -Date of Transmittal: 2-~- a L Circulated by:
RECEIVE13 -
FEB D .g ~~~b
•.1~,. 1 i (
SPw.:'` EN6iNE£R
' '
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.dW .
Washington State Eastem Region
Department of 'i)ransportation z»a N. Mayfair Street
Sid Morrison Spokane, WA 99207-2090
Secretary of Transportation (509) 324-6000
November 15, 1995
Mr. Tom Davis Spokane County Building Depart.ment
1026 W Broadway Ave .
Spokane, WA 99260-0240 -
Re: Holiday Inn Express
I-90
Dear Mr. Davis:
Upon review of the traffic analysis submitted for the above referenced development, the
Washington State Department of Transportation (WSDOT) has determined that this
development will not produce a significant adverse impact to the Argonne Road/I-90
interchange. We therefore have no objections to the project going forward..
Ifyou should have any- questions or need further information regarding this matter, please
feel free to contact me in our Planning Office at 324-6199. Sincerely, .
L ONARD► CASH, PE
' Regional Planning Engineer
LCC:ja
cc: Project file
• rT_. 4 ~o
. ~ ,
INLAND PACIFIC ENGINEERING, INC.
October 16, 1995
W.O. No. 95633
I.eonard Cash
2714 N. Mayfair St.
Spokane, WA 99207-2090
RE: Threshold Traffic Study for the KVC Argonne Hotel/Restaurant
Dear Mr. Cash:
Based upon our project understanding through conversations with you, Pat Harper and the
sponsor, we have prepared a brief traffic threshold determination for this project.
THRESHOLD DETERMINATION
I. INTROD UC770N
The proposeti project consists of a 120 room motel and a 5,000 square foot restaurant. This
hotellmotel development lies east of Mullan Road, south of Mission Avenue; see the vicinity
map which is attached. The site presently has a series of small low rent apartment buildings on
it. The other corners of the intersection of Mullan and Mission are occupied by commercial
businesses. On the northeast corner, there is a business strip mall; on the northwest corner sits
the Casa de Oro mexican restaurant; and on the southwest corner there is a convenience store.
East of the site, the land use is predom.inantly residential, with a few more commercial sites on
the north side of Mission Avenue.
Through scoping discussions held at the predevelopment conference, the intersections of Mission
& Argonne and the eastbound I-90 ramp terminal & Argonne were scoped for analysis and will
be the focus of this threshold study. The queuing situations associated with these intersections ,
will also be fully documented.
II. EXISTING CONDITIONS
Argonne Road is the only street which will be analyzed for this project. Impacts from the KVC
Argonne HoteURestaurant, if any, will be analyzed at the following intersections:
0 Argonne & Mission
• Argonne & the eastbound I-90 ramp terminal
. ArQOnne Road in the vicinity of this project is the one-way southbound half of the -
ArgonnelMullan couplet. It is a three lane, one way principal arterial and carries about 25,000
vehicles per day southbound in this area. Mullan carries a similar number northbound. The
707 West 7th • Suite 200
Spokane, Washington 99204
509-458-6840
FAX: 509-458-6844
. ' ,
KVC Argonne HoteURestaurant Threshold Study
4ctober 16, 1995
Page 2
speed limit on Argonne Road is 35 mph. Argonne Road connects the northeastern part of the
county (as Bruce Road) to SR 290 (Trent Avenue), I-90, and Sprague Avenue and continues into
to the southeastern part of the county as Dishman-Mica Road.
Mission Avenue is an east-west two lane minor arterial between Vista & Sullivan. It is posted
at 35 mph for the majority of it's length and widens out as necessary at the major arterial
crossing points including at the Argonne/Mullan intersections. Along the frontage of the KVC
Argonne Hotel/Restaurant site, Mission Avenue is two lanes in each direction. It serves as the
primary access to the few commercial land uses and the residential properties north of Broadway
between Argonne and Pines.
III. EXIS77NG C0IVDI77ON - Levels of Service (per HCM) _
No traffic counts were taken for this study due to the major disruption to usual traffic patterns
on Argonne caused by the construction at Argonne & Trent, where Argonne is being lowered
under the railroad tracks. The traffic counts in the Spokane Yalley Trcinnsportation Study
(commonly called The Valley Study) by SRTC were used as the basis for the existing traffic
volumes at these intersections. The Valley Study only Iooked at the PM peak hour, and since
the traffic generation rates for this site will be lower in the AM peak hour than in the PM peak
hour, this traffic study will also only examine the PM peak hour.
In The Valley Study, ground counts at the eastbound I-90 ramp terminal & Argonne intersection
were included. These were taken last year, and therefore, were adjusted to account for the
anticipated increase in traffic which has occurred over the last year. At the i.ntersection of
Mission & Argonne, the traffic counts in The Valley Study are only ad}usted counts, not ground
counts. Therefore, Spokane Caunty was contacted to obtain correct ground counts. Pat Martin,
Spokane County Engineering Department, had loop counts at this intersection which were taken
last fall.
Based upon these lane counts, The Va11ey Study, and counts at Mission at Mullan; turning
movements for this intersection were estimated. One of the key issues at tlus intersection is the
southbound to eastbound left turn. In The Valley Study, this * movement is shown as 997
vehicles, however, at Mission & Mullan, the eastbound total volume for this intersection is 707.
This number combines both eastbound through and southbound left turning traffic.. Based on
loop counts, the eastbound through movement is 257 vehicles. Therefore, this turning
movement volume from Argonne left onto Mission is clearly too high, and 553 was used as a
more accurate number.
A summary of the existing levels of service at the subject intersections as calculated using the
Synchro tra.ffic analysis program, which is based on the 1994 Highway Capacity Manual for the
signalized intersections, is shown in the following table. The traffic volumes used for this report
are shown on the existing traffic volume figures which are attached.
'
t .
KVC Argonne Hotel/Restaurant Threshold Study
. October 16, 1995
Page 3
Tabte 1- Existing Levet of Service
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EB I-90 Ramps & Argonne 9.1 sec B
Mission & Argonne 8.0 sec B
The level of service at both existing intersections are within acceptable limits at LOS B.
Safety concerns were also considered in this study. During 1992 through 1994, six-accidents
occurred at the intersection of Mission & Argonne. Of these, five were property damage only
accidents and one was an injury accident. This makes the accident rate 0.26 accidents per
million entering vehicles. This indicates no safety concerns at this intersection.
I V. BACKGRO UND PROJECTS dc TRAFFI C DISTRIB UTION
For this project, one project, the new Tidyman's store at Argonne & Knox, was identified for
inclusion as a background traffic generator. Traffic information for the Tidyman's store was
obtained from a letter regort prepared by Jim Borgan. The traffic study prepared by Mr. Borgan
only looked at the intersection of Knox Avenue and Argonne, as well as the driveway locations.
Therefore, no distribution information was available. Due to the limitation in the data available,
the following assumptions were made. First, that the traffic accessing the Tidyman's from I-90
would be negligible, and second, that at the intersection of Mission & Argonne, the distribution
would be the same as the existing traffic volume splits.
V. TRIP GEAIERATION
It is anticipated that this project will generate PM peak hour trips typically associated with a
business hotel and a high turn over sit down restaurant. The Institute of Transportation
Engi.neers, 7rip Generation Manual, Sth Edition, (TG1V) identifies Business Hotel as Land Use
No. 312 and High 'Iurn Over (Sit Down) Restaurant as Land Use No.. 832. AM and PM peak
hour trip generation rates and directional distribution (entering versus exiting the site) were
obtained from the TGM.
As can be seen from the following table, the proposed HoteURestaurant site will generated 144
vehicles per hour in the AM peak hour and in the PM peak hour, 139 vehicles will be generated.
The entering and euiting volumes and gercentages used are also. shown on this table. Traffic
volumes from this site are shown in the figures at the end of this document. Although the total
KVC Argonne HoteURestaurant Threshold Study
. October 16, 1995
Page 4
brips generated from the site is higher in the AM peak hour than in the PM peak hour, no traffic
counts are available for this time period. Therefore, as stated before, the PM peak hour will
be examined for this study.
Table 2- Trip Generation Rates for KVC Argonne Hotel
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Table 3- Trip Generation Rates for KVC Argonne Restaurant
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. . . - ~ - . .
Vl. TRIP DISTRIBUTION (simplified gravity model)
For this analysis, it was assumed. that the traffic generated by the KVC Argonne
HoteURestaurant site would ingress and egress from the site as shown on the Trip Distribution
figure. This shows approximate 5% on Mission, 15 % to/from the south on ArgonnelMullan,
40 % from eastbound I-90 and 40 % from westbound I-90.
KVC Argonne Hotel/Restaurant Threshold Study
. October 16, 1995
Page 5
Vll. FU7ZIRE CONDITION with/without PROJECT - Level of Service
The KVC Argonne Hotel/Restaurant site is expected to be completed within a year. Therefore,
the existing traffic was compounded at the 3% growth rate over the next year. Traffic from the
Tidyman's Store was added prior to adding the traffic from this hoteUrestaurant site.
The levels of service expected for these intersections with the increased traffic expected over the
next year are shown on the following table. Note that the levels of service at all of the
intersections remain at acceptable limits, remaining at LOS B.
Table 4- 1996 Level of Service Without the KVC Argoane HoteURestauraat Site
_ -
'
. . . - - -
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.
i
EB I-90 Ramps & Argonne 9.5 sec B
Mission & Argonne 9,5 Sec B
The tra.ffic volumes on which these level of service calculations are based are attached to this
report. Both of the intersections continue to provide acceptable levels of service at the build out
condition.
The traffic anticipated from the KVC Argonne Hotel/Restaurant site was added to the anticipated
1996 traffic, and the following table shows the anticipated levels of service for that situation.
Table S- 1996 Level of Service with the KVC Argonne Hotel/Restaurant site
,
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: •
:
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. ' . . i.:'::::: Y.:: • i:.:'.: .
.
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.
. . . .
' . .
. . . .
EB I-90 Ramps & Argonne 9,7 sec g
Mission & Argonne ~ 10.5 sec B
The addition of the KVC Argonne Hotel/Restaurant site does not affect the level of service at
these intersections.
The queuing situation for all three conditions are included with the detailed level of service
calculations. Under the build out conditions with the project, the queuing at the intersection of
Argonne & the eastbound I-90 ramps is 224' for southbound traffic on Argonne, 112' for
through eastbound traffic on the ramps and 101' for the eastbound to southbound right turning
0
KVC Argonne Hotel/Restaurant Threshold Study
October 16, 1995
Page 6
traffic. This amounts to about four cars waiting on the ramp to turn south, and four or five to
go through. The ramp terminal in it's present configuration can easily accommodate this queue
length. On Argonne this accommadates 9 cars in each of the three lanes, but is well within the
storing capacity of this segment of Argonne.
At the intersection of Argonne & Mission, the queuing question arises for the westbound
movement and the southbound movement. The queue length for the westbound through/left is
projected to be 34' and for the southbound maneuver the queue is expected to be no more than
307'. The distance between the Argonne & eastbound I-90 ramp terminal intersection and the
Argonne and Mission intersection is about 400'. The queue length of 307' on Argonne will not
block this intersection, and the queues on Argonne from Mission are not expected to affect the
operation of the intersection of Argonne & the eastbound I-90 ramp terminal.
Vlll. CONCLUSIONS
From the data collected for this threshold determination, we conclude that the development of
the KVC Argonne HoteURestaurant site will not significantly impact the overall transportation
system, as demonstrated by it's lack of impact to the intersections analyzed.
IX PROPOSED MITIGATION
Based upon the existing traffic conditions, the calculations performed and the analysis provided,
the development of the KVC Argonne HoteURestaurant does not affect the levels of service at
the intersections analyzed. Therefore no mitigation is required or recommended.
Should you have any questions regarding this analysis, please do not hesitate to call me at 458-
6840.
Sincerely,
Inland Pacific Engineering Co.
6 .
.
Ann L. Winkler, P.E. .
encl.
cc: John Pederson, County Planning
Kent Clausen, KVC Development
, ' -
. • P44OJECT
LOCAT10 N
290)¢ ~ ~n:rib a~. ¢ ~ nig~ery ~vi a w
~ ~ c
c
& c c
°C ~ v c°c 2 Knoz ca Knox ¢ Kno= Ave. ~ v
~ t _Fhanno~ Ave. c
Shan~ Ilve.
ann e~ 5 ha °n L"i 5 F hsnno~ AYe~ ~ E" T . . l n d ia na. A %
1 Ln:p~
:Ind ~ °c t_~~`
o
v! BeldMrlri ave. ~ Non Ave. _
N o a A Nie. , ~ x Pj°(a ave• --M) 'S N o a a e Ave.
_r
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LquatalAve. o ~ ¢ c ° atqusts A\~~' MisSlo1
~ ~ I l u s t a A~+ e.
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a~~c
0 A,Y@. I~la w~l Av! I~ta iwt{1 AYtj
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o av~/ ~ $int ve. " oc A e ^
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ca
ha A
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c e°c ~ pesme~ $
p ¢ S .
CsLalQallve. Catafdo J~ire ~ Oean ~ U_ °D Oean ~ ~atdo Ave. o
hlallor Ave. Malion Ave. c
,f8 AYe o :
~ ~ cc eroodwat
¢ ringtieij Ave c ~ S~~Ge1
v - a,
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INLAND FlGURE #1
PACtFic K.V.C.
ENGINEERING VIClNl1Y MAP T~c IMPACT ANALYSIS
PROJECT N0. 95633
707 wcst 7t, • suite 200 (509) 458-6840
\ Spokane. WA 99204 FAX: (509) 458-6844, ` / ` J
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INLAND FIGURE #2 ~ l 1
PACiFIC K.V. c.
ENGINEERING SITE MAP TRAMC IMPACT ANALYSIS
707 weat 7th • Suite 200 (509) 458-6840 PROJECT N0. 95633
` Spokcnc. WA 99204 fAX: (509) 458-684 4
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NLAND FlGURE 3 ~ /00 ~
PACIFIC 1995 K.V.C.
ENGINEERfNQ EXIST. P.M. PEAK HOUR ~PROJECTPN07 95633Sis
s (509) 458-6844! ~ TRAFFI C VO LU M ES
~~t wA '99204 t° 200 F~,
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/ 1~ I NLAND 1 ~ FlGURE 4
PACIFIC 1996 K.V.C.
ENQiNEERINQ TRAFFlC IMPACT ANALYSIS
P.M. PEAK HOUR PROJECT N0. 95633
'°o ,t wA ssio4° 200 F~
s 458-6844 001, N 0 N- P RJ CT TRAFFI C
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ENGINEERING P.M. PEAK HOUR TRAFFIC IhIPACT ANALYSIS
707 west 7th • suite 200 (sos) 45e-6M B U I LD 0 UT 1N\P RJ CT PROJECT N0. 95633
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SPOt{AC ROUTE- LOCATION- 19ISS1QN RVE & MMW RD : i4- MISS-M '
ktiovr Start Date
lnesddy Oct 26, 1994 GailY Printout of 12 Lhaen ?l Data
-iod Channel
is EB B 3 t18 5 b 58 S8 SB WB il 12 Tata1
3 15 0 b 0 0 28 46 61 8 0 0 143
W i 9 e 4 a e 21 34 29 3 a e 1e7
:0 1 13 e 2 e e le 3~ 21 i a z 9%
:00 3 9 z 1 0 0 23 :5 G Q e 70
:00 4 t0 0 1 0 8 1Q 28 19 3 0 0 7'1
:00 s 32 8 9 8 0 1 58 36 1@: td t 181
: Qie 20 95 0 S 0 0 91 164 120 21 S 0 528
: w ..6 lc J 0 20 Id t 31 . 453 424 65 0 0 1432
:0 48 133 6 << 2 8 26: 05 43c 84 0 0 1384
:00 34 116 0 14 9 0 219- 391 378 95 0 8 1268
:68 28 114 0 17 8 H eY 434 467 119 .0 8 1443
:;88 49 1+1 A ri a 8 M. 436 4?8 132 @ 0 15b8 Y'
:88 63 154 8 36 0 d 33: 504 5n 1LO 8 S 1791
-:6+3 52 161 0 28 0 e 35t. 9M 566 138. 8 0 1791
:00 66 191 0 21 0 0 37t~ 585 557 138 8 8 1848
.:80 5? 281 B 23 0 8 361 614 M 172 0 0?1Q►1
M 66 230 8 29 e o cp 1 667 742 160 8 e 24113
74 254 a 41 8 d 491. 665 773 158 8 a~456
:8$ 45 186 d 19 R 0 2711 453 461 l`C2 0 0 1584'
1: fA 23 151 a 19 0 0 n : K4 285 69 6 @ 1072
:0 19 92 8 9 0 a 415. 241 dfs 65 0 S 805
!:60 il 195 0 f0 1 0 91 2% c% 37 fl 0 579
::Vtit 5 47 8 8 6 R 7.1 127 128 14 8 8 482
►:@@ S 38 b' 0 8 0 43 69 75 ld a 8 240
fHr
stal 698 2634 0 362 0 6 489~ 7388 7692 1793 0 0 25469
u • -
WB OFF-RAMP & ARGONNE October 16, 1995
Timings Summary
Cycle Length: 60
Natura! Cycle: 80
Offset: 49 (82°l0), Referenced to phase 2-EBTL, Begin Of Green
~ ~ .
EBT SBT
Left Tum Type Split Split
Phase Number 2 4
Phase Lagging?
Can Lead or Lag?
Cunent Split (s.) 24 36
Current Split (°lo) 40% 60%
Minimum Split (s.) 18 18
Yellow Time (s.) 5.0 5.0
Lost Time (s.) 3.0 3.0
Splits and Phases: WB OFF-RAMP & ARGONNE '
N 2 ~1 4
24 S 36
Volume Worksheet
~I L4 11 1
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 301 756 0 0 0 0 0 0 229 1654 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.15 1.15 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 317 796 0 0 0 0 0 0 241 1741 0
Lane Group Flow 0 674 605 0 0 0 0 0 0 0 2180 0
Synchro 2.0 Report D:1956331PBW.SY4
Inland Pacific Engincering, IPEC Page 1
. . ,
' -
WB OFF-RAMP & ARGONNE October 16, 1995
Lane and Saturated Flow Worksheet
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
. Ideal Flow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Shared Lane? Yes . Yes Yes Yes Yes Yes Yes Yes
Lane Width (ft.) 12 12 12 12
Grade (°/6) 0% 0% 0% 0%
Area Type Other Other Other Other
Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Stops (#/hr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr.)
Frt Protected 0.958 0.850
Flt Protected 0.994
Satd. Flow (prot.) 3569 3167 5555
Frt Perm. 0.958 0.850
Flt Perm. 0.994
Satd. Flow (perm.) 3569 3167 • 5555
Capacity and Level of Service Analysis SummarV
. ~ .
Lane Group EBT EBR SBT
PeRn. or Prot.? NA Perm NA
Adj. Flow (vph.) 674 605 2180
Prot. Satd. Fiow 3569 5555
Perm. Satd. Flow 3167
Green Ratio 0.35 0.35 0.55
Lane Grp. Cap. (vph.) 1249 1108 3055
V/C Ratio 0.54 0.55 0.71
Critical LG? Yes Yes
Uniform Delay, d1 11.9 11.9 7.6
Prog. Fador 1.00 1.00 1.00
Incr. Delay, d2 0.4 0.4 0.6
Delay 12.2 12.3 8.2
LOS g g g
Cycle Length: 60 .
Lost Time: 6
Sum of Critical V/S Ratios: 58%
Intersection V/C Ratio: 65% •
Intersection Delay: 9.7
Intersection LOS: 6
Synchro 2.0 Report D:\956331PBW.SY4
Inland Pacific Engineering, IPEC page 2
• ~ , -
WB OFF-RAMP & ARGONNE • ' ' October 16, 1995
Lanes, Volumes, and Timings Summary
'Ej~
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 301 756 0 0 0 0 0 0 229 1654 0
Adj. Lane Grp. Vol. 0 674 605 0 0 0 0 0 0 0 2180 0
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
Satd. Flow (Prot.) 3569 3167 , 5555
Satd. Flow (Perrn.) 3569 3167 5555
Left Tum Type Spl'rt Perm Perm Split
Phase Number 2 2 4 4
Phase Lagging?
Current Split (s.) 24 24 36 36
Yellow Time (s.) 5.0 5.0 5.0 5.0
V/C Ratio 0.54 0.55 0.71
Platoon Facior 1.00 1.00 1.00
Average Delay (s.) 12 12 $
Level of Service 8 6 B
Cycle Length: 60
Offset: 49 (82%), Referenced to phase 2-EBTL, Begin Of Green
Intersection VIC Ratio: 65%
lnterseciion Delay: 9.7
Intersection LOS: B
Splits and Phases: WB OFF-RAMP & ARGONNE
JA Z 0 4
24 6 .1
Queue Lengths, and Potential Blocking Problems ,
Lane Group EBT EBR SBT
Lane Group Volume 674 605 2180
Queue Length (ft.) 112 101 224
Link Length (ft.) 500 500 400
% of Link Used 22% 20% 56% 6locks Upstream?
% of cycles
avg. block time -
Storage Length (ft.)
°k of storage Used
Fills Storage?
% of cycles
avg. btock time
Synchro 2.0 Report D:\95633\PBW.SY4
Inland Pacific Engineering, IPEC Page 3
• •
MISSION AVE & ARGONNE ' occober 16, 1995
Timings Summary
Cycle Length: 60
Natural Cycle: 80
Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
EBT WBL WBT SBT
Left Tum Type Penn P/P Split
Phase Number 2 1 6 4
Phase Lagging? Yes
Can Lead or Lag?
Current Split (s.) 18 7 25 35
Current Split 30% 12% 42% 58%
Minimum Split (s.) 18 6 18 18
Yellow Time (s.) 5.0 5.0 5.0 5.0
Lost Time (s.) 3.0 3.0 3.0 3.0
Splits and Phases: MISSION AVE & ARGONNE
--1 2 ~ 1 {
18 7
25
<--I 6
Volume Worksheet .
`4 ~ . .
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 259 75 173 42 0 0 0 0 692 1368 211
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 273 79 182 44 0 0 0 0 728 1440 222
Lane Group Flow 0 369 0 0 237 0 0 0 0 0 2629 0
Synchro 2.0 Report D:195633\PBW.SY4
Inland Pacific Engineering, IPEC Page 4
MISSION AVE & ARGONNE ° • october 16, 1995
Lane and Saturated Flow Worksheet I-!" I A `4
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
Ideal Fiow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Shared Lane? Yes Yes Yes Yes Yes Yes Yes Yes
Lane Width (ft.) 12 12 12 12
Grade (J% 0% 0% 0%
Area Type Other Other Other Other
Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% . 2% 2% 2% 2% 2°10
Bus Stops (#/hr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr.) 0.987
Frt Protected 0.968
Flt Protected 0.963 0.986
Satd. Fiow (prot.) 3606 3588 5438
Frt Perm. 0.968 0•987
Fit Perm. 0.633 . 0.986
Satd. Flow (perm.) 3606 2358 •5438
Capacity and Level of Service Analysis Summary. .
Lane Group EBT WBT SBT
Perm. or Prot.? Perm Both NA
Adj. Flow (vph.) 369 237 2629
Prot. Satd. Flow 3588 5438
PeRn. Satd. Flow 3606 2358
Green Ratio 0.25 0.37 0.53
Lane Grp. Cap. (vph.) 902 947 2900
V/C Ratio 0.41 0.25 0.91
Critical LG? Yes Yes Yes
Uniform Delay, d1 14.3 10.2 9.6
Prog. Factor 1.00 1.00 0.68
Incr. Delay, d2 0.2 0.0 3.4
Delay 14.5 10.2 9.9
LOS B B B
Cycfe Length: 60
Lost Time: 9
Sum of Criticai V/S Ratios: 60%
Intersection V/C Ratio: 71% -
lntersection Delay: 10.5
Intersection LOS: B
Synchro 2.0 Report D:\95633\PBW.SY4
Inland Pacific Engineering, IPEC Page 5
, • . .
MISSION AVE & ARGONNE • ' October 16, 1995
Lanes, Volumes, and Timings SummarX ~t - -1 -q~ 41E., T ~ &I L4 I .
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 259 75 173 42 0 0 0 0 692 1368 211
Adj. Lane Grp. Vol. 0 369 0 0 237 0 0 0 0 0 2629 0
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
Satd. Flow (Prot.) 3606 3588 5438
Satd. Flow (Perm.) 3606 2358 5438
Left Tum Type Perm P/P Perm Spift
Phase Number 2 1 6 4 4
Phase Lagging? Yes
Current Split (s.) 18 7 25 35 35
Yellow Time (s.) 5.0 5.0 5.0 5.0 5.0
V/C Ratio 0.41 0.25 0.91
Platoon Factor 1.00 1.00 0.68 '
Average Delay (s.) 14 10 10
Levei of Service B B - B
Cycle Length: 60
Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
lntersection ViC Ratio: 71 °lo
Intersedion Delay: 10.5
Intersection LOS: B
Splits and Phases: MISSION AVE & ARGONNE
2 ri 1 H 4
18 7 35
25
C-- 6
Queue Lengths, and Potential Biocking Problems ,
-4 H y .
Lane Group EBT WBT SBT
Lane Group Volume 369 237 2629
Queue Length (ft.) 64 34 307
Link Length (ft.) 500 300 300
% of Link Used 13% 11°r6 102% Blocks Upstream? Yes
% of cycles 58%
avg. block time 4.0 Storage Length (ft.)
% of storage Used
Fills Storage?
% of cycles
avg. block time
Synchro 2.0 Report D:\956331PBW.SY4
Inland Pacific Engineering, IPEC Page 6
• 7 + • .
WB OFF-RAMP & ARGONNE • • ' • October 16, 1995
Timings Summarv Cycle Length: 60
Natucal Cycle: 80
Offset: 0(0%), Referenced to phase 2-EBTL, Begin Of Green
EBT SBT
Left Tum Type Split Split Phase Number 2 4
Phase Lagging?
Can Lead or Lag?
Curcent Split (s.) 25 35
Current Split 42% 58%
Minimum Split (s.) 18 18
Yellow Time (s.) 5.0 5.0
Lost Time (s.) 3.0 3.0
Sp{its and Phases: WB OFF-RAMP & ARGONNE r'
14 2 " 4
25 ,
Volume Worksheet
~ I Ci _
EBL EBT EBR WBL WBT WBR NBL N8T NBR SBL SBT SBR
Volume (vph.) 0 284 682 0 0 0 0 0 0 216 1340 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.15 1.15 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 299 718 0 0 0 0 0 0 227 1411 0
Lane Group Flow 0 614 556 0 0 0 0 0 0 0 1802 0
Synchro 2.0 Report D:\95633\PMEX.SY4
Inland Pacific Engineering, IPEC Page 1
. ' • '
WB OFF-RAMP & ARGONNE ' • ` ' October 16, 1995
Lane and Saturated Flow Worksheet
~t ' -I L4 J~ I Ei I
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
Ideal Flow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900. 1900 1900
Shared Lane? Yes Yes Yes Yes Yes Yes Yes Yes
Lane Width (ft.) 12 12 12 12
Grade (°~6) 0% 0% 0% 0%
Area Type Other Other Other Other
Heavy Vehicies 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
6us Stops (#/hr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parfcing (#/hr.)
Frt Protected 0.960 0.850
Flt Protected 0.994
Satd. Flow (prot.) 3576 3167 5555
Frt Perm. 0.960 0.850
Fit Penn. 0.994
Satd. Flow (perm.) 3576 3167 5555
Capacity and Level of Service Analysis Summarv
Lane Group EBT EBR SBT
Perm. or Prot.? NA Perm NA
Adj. Flow (vph.) 614 556 1802
Prot. Satd. Flow 3576 5555
Perm. Satd. Flow 3167
Green Ratio 0.37 0.37 0.53
Lane Grp. Cap. (vph.) 1311 1161 2963
V/C Ratio 0.47 0.48 0.64
Critical LG? Yes Yes
Uniform Delay, d1 11.0 11.1 7.3
Prog. Factor 1.00 1.00 1.00
Incr. Delay, d2 0.2 0.2 0.3
Oelay 11.2 11.3 7.6
LOS g g g
Cycle Length: 60
Lost Time: 6
Sum of CRtical V/S Ratios: 50%
. Intersection V/C Ratio: 56% . .
Intersection Delay: 9.1 Intersection LOS: B
Synchro 2.0 Report D:195633\PMEX.SY4
Inland Pacific Engineering, IPEC page 2
t
WB OFF-RAMP & ARGONNE • • • C)ctober 16, 1995
lanes, Volumesw and Timings Summary
- -A I ~ . E-
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 284 682 0 0 0 0 0 0 216 1340 0
Adj. Lane Grp. Vol. 0 614 556 0 0 0 0 0 0 0 1802. 0
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
Satd. Flow (Prot.) 3576 3167 5555
Satd. Flow (Perm.) 3576 3167 5555
Left Tum Type Split Perm Perm Split
Phase Number 2 2 4 4
Phase Lagging?
Current Split (s.) 25 25 35 35
Yellow Time (s.) 5.0 5.0 5.0 5.0
V/C Ratio 0.47 0.48 0.61
Piatoon Factor 1.00 1.00 1.00
Average Delay (s.) 11 11 $
Level of Service 6 B B
Cycle Length: 60
Offset: 0(0%), Referenced to phase 2-EBTL, Begin Of Green
intersection VIC Ratio: 56%
Intersedion Delay: 9.1
Irrtersection LOS: B
Splits and Phases: WB OFF-RAMP & ARGONNE
N 2 m 4
25
Mow
Queue Lengths, and Potential Blockin!q Problems
Lane Group EBT EBR SBT
Lane Group Vofume 614 556 1802
Queue Length (ft.) 97 88 172
Link Length (ft.) 500 500 400
• % of Link Used 19% 18% 43% .
Blocks Upstream?
% of cyGes _
. avg. block time Storage Length (ft.)
% of storage Used
Fills Storage?
% of cycles
avg. block time
Synchro 2.0 Report D:\95633\PNIEX.SY4
Inland Pacific Engineering, IPEC Page 3
I t - .
MISSION AVE & ARGONNE • - ' • occoeer 16, 1995
Timings Summary
CycJe Length: 60 Naturai Cycle: 80 Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
-I -ri E-1 y
EBT WBL WBT SBT
Left Tum Type Perm PIP Split
Phase Number 2 1 6 4
Phase Lagging? Yes
Can Lead or Lag?
Current Split (s.) 18 7 25 35
CutTent Split 30°l0 12°l0 42% 58°Io
Minimum Split (s.) 18 6 18 18
Yellow Time (s.) 5.0 5.0 5.0 5.0
Lost Time (s.) 3.0 3.0 3.0 3.0
Spiits and Phases: MISSION AVE & ARGONNE ~2 ~4
18 7 ~
5
6 _
Volume Worksheet `l
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 257 75 160 41 0 0 0 0 553 1208 187
Peak Hour Fador 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 271 79 168 43 0 0 0 0 582 1272 197
Lane Group Flow 0 367 0 0 222 0 0 0 0 0 2256 0
Synchro 2.0 Report D:195633\PMEX.SY4
Inland Pacific Enginecring, IPEC Page 1
i l l
♦ -
MISSION AVE & ARGONNE • • ' ' October 16, 199$
Lane and Saturated Flow Worksheet L4 ~ ~ .
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
ldeal Flow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Shared Lane? Yes Yes Yes Yes Yes Yes Yes Yes
Lane Width (ft.) 12 12 12 12
Gfede (°lo) 0% 0% 0% 0%
Area Type Other Other Other Other
Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2°!0 2%
Bus Stops (#/hr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr.)
Frt Protected 0.968 0•987
Flt Protected 0.964 0•987
Satd. Flow (prot.) 3606 3591 5444
Frt Perm. 0.968 0•987
Ftt Pecm. 0.631 0.987
Satd. Flow (perm.) 3606 2351 5444
Capacity and Level of Service Analysis Summary
Lane Group EBT WBT SBT
Perm. or Prot.? Pemn Both NA
Adj. Flow (vph.) 367 222 2256
Prot. Satd. Flow 3591 5444
Pemn. Satd. Fiow 3606 2351
Green Ratio 0.25 0.37 0.53
Lane Grp. Cap. (vph.) 902 945 2903
VIC Ratio 0.41 0.23 0.78
Critical LG? Yes Yes Yes
Uniform Delay, d1 14.2 10.1 8.5
Prog. Factor 1.00 1.00 0.68
Incr. Delay, d2 0.2 0.0 1.0
Delay 14.4 10.1 6.8
Los e B 6
Cycle Length: 60 Lost Time: 9
Sum of Critica{ V/S Ratios: 53%
Intersection V/C Ratio: 63°!0 Intersection Delay: 8.0
Intersection LOS: B
Synchro 2.0 Report D:195633\PMEX.SY4
Inland Pacific Engineering, IPEC Page 2
' c .
MISSION AVE & ARGONNE • ' October 16, 1995
Lanes, Volumes, and Timings Summary ' --1 s
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 257 75 160 41 0 0 0 0 553 1208 187
Adj. Lane Grp. Vol. Q 367 0 0 222 0 0 0 0 0 2256 0
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
Satd. Fiow (Prot.) 3606 3591 5444
Satd. Flow (Perm.) 3606 2351 5444
Left Tum Type PeRn P/P Perrn Split Phase Number 2 1 6 4 4
Phase Lagging? Yes
Current Split (s.) 18 7 25 35 35
Yellow Time (s.) 5.0 5.0 5.0 5.0 5.0
V/C Ratio 0.41 0.23 0•78
Piatoon Factor 1.00 1.00 0.68
Average Delay (s.) 14 10 7
Level of Service B 6 g
Cycle Length: 60
Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
intersedion V/C Ratio: 63%
Intersection Delay: 8.0
Intersedion LOS: B
Splits and Phases: MISSION AVE & ARGONNE
2 ri 1 ~ }4
18 7 _
25
F' 6 _
Queue Lengths, and Potentiai Blocking Problems
-1 H I .
Lane Group EBT WBT SBT
Lane Group Volume 367 222 2256
Queue Length (ft.) 63 32 217
Link Length (ft.) 500 300 300
% of Link Used 13°k 11 % 72% Blocks Upstream?
°r6 of cycles
avg. biock time -
Storage Length (ft.)
% of storage Used
Fills Storage?
% of cycles
avg. biock time Synchro 2.0 Report D:\456331P1VEX.SY4
Inland Pacific Engineering, IPEC Page 3
- ~ t ♦
WB OFF-RAMP & ARGONNE • • • October 16, 1995
Timings Summary
Cycle Length: 60
Natural Cycle: 80
Offset: 0(0%), Referenced to phase 2-EBTL, 6egin Of Green
~
EBT SBT
Left Tum Type Split Split
Phase Number 2 4
, Phase Lagging? •
Can Lead or Lag?
Current Split (s.) 24 36
Current Spiit 40% 60%
Minimum Split (s.) 18 18
Yeilow Time (s.) 5.0 5.0
Lost Time (s.) 3.0 3.0
Splits and Phases: WB OFF-RAMP & ARGONNE N 2 H 4
24 ~
Volume Worksheet
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 301 723 0 0 0 0 0 0 229 1622 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.15 1.15 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 317 761 0 0 0 0 0 0 241 1707 0
Lane Group Flow 0 654 585 0 0 0 0 0 0 0 2143 0
Synchro 2.0 Report D:\956331PBO.SY4
Inland Pacific Engineering, IPEC Page 1
~ ! ♦ • -
WB OFF-RAMP & ARGONNE • • ' occober 16, 1995
Lane and Saturated Flow Worksheet
~ ~ -.1, . 'r, ~ t- ~ T
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
Ideai Flow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Shared Lane? Yes Yes Yes Yes Yes Yes Yes Yes
Lane Width (ft.) 12 12 12 12
Grade 0% 0% 0% 0%
Area Type Other Other Other Other
Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Stops (#/hr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr.)
Frt Protected 0.960 0.850
Fft Protected 0.994
Satd. Flow (prot.) 3576 3167 5555
Frt Perm. 0.960 0.850
Flt Perm. 0.994
Satd. Flow (perm.) 3576 3167 5555
Capacity and Level of Service Analysis Summary
-z. I I .
Lane Group EBT EBR SBT
Perm. or Prot.? NA Perm NA
Adj. Flow (vph.) 654 585 2143
Prot. Satd. Fiow 3576 5555
Perm. Satd. Flow 3167
Green Ratio 0.35 0.35 0.55
Lane Grp. Cap. (vph.) 1252 1108 3055
V/C Ratio 0.52 0.53 0.70
Critical LG? Yes Yes
UnifoRn Delay, d1 11.8 11.8 7.5
Prog. Factor 1.00 1.00 1.00
Incr. Delay, d2 0.3 0.4 0.5
Delay 12.1 12.2 8.0
LOS g g g
Cyc1e Length: 60
Lost Time: 6
Sum of Critical V/S Ratios: 57%
Intersection V/C Ratio: 63% Intersedion Delay: 9.5
Intersection LOS: 6
Synchro 2.0 Report D:\95633\PBO.SY4
Inland Pacific Engineering, IPEC Page 2
WB OFF-RAMP & ARGONNE • • ' October 16, 1995,
Lanes, Volumes, and Timings Summar}/
I--,' ' A &I `4 c'
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 301 723 0 0 0 0 0 0 229 1622 0
Adj. Lane Grp. Vol. 0 654 585 0 0 0 0 0 0 0 2143 0
Lanes 0 2 2 0 0 0 0 0 0 0 3 0
Satd. Fiow (Prot.) 3576 3167 5555
Satd. Fiow (Perm.) 3576 3167 5555
Left Tum Type Split Perm Perm Split
Phase Number 2 2 4 4
Phase Lagging?
CuRent Split (s.) 24 24 36 36
Yellow Time (s.) 5.0 5.0 5.0 5.0
VJC Ratio 0.52 0.53 0.70
Platoon Factor 1.00 1.00 1.00
Average Delay (s.) 12 12 $
Level of Seniice B B - B
Cycle Length: 60
Offset: 0(0%), Referenced to phase 2-EBTL, Begin Of Green
Intersection V/C Ratio: 63%
Intersedion Delay: 9.5
Intersection LOS: 6
Splits and Phases: WB OFF-RAMP & ARGONNE
_q 2 0 4
24 36
Queue Lengths, and Potential Blocking Problems
Lane Group EBT EBR SBT
. Lane Group Volume 654 585 2143
Queue Length (ft.) 108 97 217
Link Length (ft.) 500 500 400
% of Link Used 22% 19% 54% Blocks Upstream?
% of cycles
. avg. block time Storage Length (ft.)
°!o of storage Used
Fills Storage?
% of cycles
avg. block time
,
Synchro 2.0 Report D:\95633\PB0. SY4
Inland Pacific Engineering, IPEC Page 3
'r •
• ~ ~ ~ - . , .
MISSION AVE & ARGONNE . . . October 16, 1995
Timings Summary
Cycle Length: 60
Natural Cycle: 80
Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
--I -r' H y .
EBT WBL WBT SBT
Left Tum Type Perm PJP Split
Phase Number 2 1 6 4
Phase Lagging? Yes
Can Lead or Lag?
Current Split (s.) 18 7 25 35
Cu(Yet1t Spllt 30% 12% 42% 58%
Minimum Spiit (s.) 18 6 18 18
Yeilow Time (s.) 5.0 5.0 5.0 5.0
Lost Time (s.) 3.0 3.0 3.0 3.0
Splits and Phases: MISSION AVE & ARGONNE ---1 2 ~-i 4
16 7 35
25
C-- 6
Volume Worksheet ,
1 4-1 H "A I T ~ `4 y ~
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 259 75 161 42 0 0 0 0 627 1368 211
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Lane Util. Factor 1.05 1.05 1.05 1.05 1.05 1.05 1.10 1.10 1.10 1.10 1.10 1.10
Adj. Flow (vph.) 0 273 79 169 44 0 0 0 0 660 1440 222
Lane Group Flow 0 369 0 0 224 0 0 0 0 0 2554 0
Synchro 2.0 Repori D:\956331PB0.SY4
Inland Pacific Engincering, IPEC Page 1
• ~
MISSION AVE & ARGONNE . . • . October 16:, 1995
Lane and Saturated Flow Worksheet
L ~ EJ
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
Ideal Fiow (vphpl.) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Shared Lane? Yes Yes Yes Yes Yes Yes Yes . Yes
Lane Width (ft.) 12 12 12 12
G(ade 0% 0% 0°!0 0%
Area Type Other Other Other Other
Heavy Vehicles 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%
Bus Stops (#ihr.) 0 0 0 0 0 0 0 0 0 0 0 0
Parking (#/hr.)
Frt Protected 0.968 0.987
Flt Protected 0.964 0.987
Satd. Flow (prot.) 3606 3591 5444
Frt Perm. 0.968 0•987
Ftt Perm. 0.631 0•987
Satd. Flow (pertn.) 3606 2351 -5444
Capacity and Level of Service Analysis Summary
Lane Group EBT WBT SBT
Perm. or Prot.? Perm Both NA
Adj. Flow (vph.) 369 224 2554
Prot. Satd. Fiow 3591 5444
Perm. Satd. Fiow 3606 2351
Green Ratio 0.25 0.37 0.53
Lane Grp. Cap. (vph.) 902 945 2903
V/C Ratio 0.41 0.24 0.88
Criticai LG? Yes Yes Yes
Uniform Detay, d1 14.3 10.1 9.3
Prag. Factor 1.00 1.00 0.67
Incr. Delay, d2 0.2 0.0 2.5
Delay 14.5 10.1 8.7
LOS B B B
Cycle Length: 60
Lost Time: 9
Sum of Critical V/S Ratios: 59%
Intersection V/C Ratio: 69% .
Intersection Delay: 9.5
Intersedion LOS: B
Synchro 2.0 Report D:1956331PBO.SY4
Iniand Pacific Engineering, IPEC Page 2
?b x
MISSION AVE & ARGONNE . . • . October lb, 1995
Lanes, Vo[umes, and Timings Summary
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Volume (vph.) 0 259 75 161 42 0 0 0 0 627 1368 211
Adj. Lane Grp. Vol. 0 369 0 0 224 0 0 0 0 0 2554 0
Lanes 0 2 0 0 2 0 0 0 0 0 3 0
Satd. Flow (Prot.) 3606 3591 5444
Satd. Flow (Penn.) 3606 2351 5444
Lett Tum Type Perm P/P Perm Split
Phase Number 2 1 6 4 4
Phase Lagging? Yes .
Current Split (s.) 18 7 25 35 35
Yellow Time (s.) 5.0 5.0 5.0 5.0 5.0
V/C Ratio 0.41 0.24 0•88
Platoon Factor 1.00 1.00 0.67
Average Delay (s.) 14 10 9
Level of Service B 6 B
Cycle Length: 60
Offset: 54 (90%), Referenced to phase 2-EBT, Begin Of Green
Intersection ViC Ratio: 69% Intersection Delay: 9.5
Intersection LOS: B
Splits and Phases: MISSION AVE & ARGONNE
2 4' ~ ~4
18 7 ~
25
~ 6 ,
Queue Lengths, and Potentia161ocking Problems
-1 I
Lane Group EBT WBT SBT
Lane Group Votume 369 224 2554 ,
Queue Length (ft.) 64 32 284
link Length (ft.) 500 300 300
°r6 of Link Used 13% 11 % 95% .
Blocks Upstream? Yes
% of cycles 38%
avg. block time 4.5
Storage Length (ft.)
% of storage Used
Fills Storage?
% of cycJes
avg. block time
Synchro 2.0 RepoR D:\956331PBO.SY4
Inland Pacific Engineering, IPEC Pagc 3
. PERM T DOCUMENT TRANSMITTAL
Spokane County Division of Buildings _
1026 W Broadway Ave.
Spokane, WA. 99260 .
Project Address: q 22p M ; <~n Project cl_5
Business Name: ; c-i ri ~ ss
CONTACT: Phone: q2 &8
Q o
Mailing Address. ,S L49or1 P~5 G4- Vc-nna ~e-, 3'-7
i . .
COORDINATOR: acL(gq Phone: (Eq-
DOCUMENTS CIRCULATED
. ,
Fire
Description Bualdi~ Zoniny Enginecrc Heatth Distit ~ Udlftles SCAPCA
,
r-~~ ~ L~rts X X ~ X y x x
l.G~i)GCSCa~ rnG~ X )C X X )Q x x .
v
X x x ~ . x I
Received 6y Date of Transmittal: ! •2R -gb by:
RECgf~
; .
JAN 2 9 i356 spoWI3E iuU~jf`j LtiGtroUt .
SPOKANE ENVIItONMENTAL ORDINANCE ACCEFTE)
ACCEPTANCE
~
~~~C i E:~~
DATE of DNS : August 29, 1995
CIOU 2 u lowj
FILE NUMBER: 95005962 sPaKANE covNTY EKIG,NEER
LOCATION OF PROPOSAL: 9220 East Mission Avenue Spokane Washington 99206
DFSCRTPTION OF PROPOSAL: Four story, 142 unit motel and restaurant
PROPONENT: Clay Clausen for Holiday Inn Express: KVC Development Inc.
4907 South Progress Court Veradale Washington 99037
RESPONSIBLE OFFICIAL: James L. Manson, Director
c/o Thomas L. Davis, Code Compliance Coordinator
Sgokane County Department of Building and Plarvling
_ 1026 W. Broadway
Spokane, Washington 99260 (509)456-3675
. The following attached comment(s) become part of the checklist in accordance with Section 11.10.160 of the
Spokane Environmental Ordinance and adopted policies:
Comments received from the following departments: Washington State Department of Transportation,
Spokane County Department of Engineering, Spokane County Air Pollution Control Authority, and Washington State Department of Ecology.
A copy of this Comment Acceptance to the Environmental Checklist was mailed to:
Applicant Spokane County Engineer's Office
Mr. Clay Clausen Mr. Bill Hemmings .
Washington State i epz. uf E:o'Logy Spokane County Health District
Environmental Review Section Environmental Health
Ms. Barbara Ritchie Mr. David Swink
Washington State Dept. of Transportation Spokane County Air Pollution Control
Ms. Jana Augenstine/Gregg Figg Mr. S. Edward Hayes
Washington State Dept. of Sociat & Health Services Fire District No. 1
Water Supply and Waste Mr. Paul Chase
Mr. Tom Ju,stus
~
Date Ww ~7 lgci i Signature • ,
1
' . ° `
. .
~
Washington State Eastern Region
Department of 'Transportation 2714 N. Mayfair Street
, Spokane, WA 99207-2090
Sid Morrison -
Secretary of 7ransportalion (509) 324-6000
November 15, 1995
Mr. Tom Davis
Spokane County Building Department
1026 W Broadway Ave .
Spokane, WA 99260-0240 .
Re: Holiday Inn Express
T_40
Dear Mr. Davis:
Upon review of the traffic anaiysis submitted for the above referenced development, the
Washington State Department of Transportation (WSDOT) has determined that this development will not produce a significant adverse impact to the Argonne Road/I-90
interchange. We therefore have no objections to the project going forward.
. If you should have any- questions or need further information regarding this matter, please
feel free to contact me in our Planning Off'ice at 324-6199.
Sincerely,
L ONARD CASH, PE
Regional Planning Engineer
LCC:ja
cc: Project file
. , ,
,
S P O K A N E C O U N' T Y
~ -DEPARTMENT OF BU[LDING AND PLANNING • A D(V[SION OF THE PUSLIC WORKS DEPARTMENT
JAMFS L. MANSON, C.B.O., DIRECTOR DENNIS M. SCOTf, P.E., DIRECTOR
' October 19, 1995 . Holiday Inn Express
KVC Development Inc.
4907 S. Progress Ct.
Veradale Wa. 99037
RE: 9220 East Mission Avenue
Dear Mx. C:lay Ciausen: '
Pursuant to WAC 197-11-340 and the concern raised by the Washington State Department of •Transportation in their response dated September 12, 1995, the Division of Building and Planning .
is requesting additional information, including any relevant documentation be submitted for .
evaluation.
Specifically, the concerned relates to the possible degradation of Level of Service (LOS) at the I- .
90/Argonne Road interchange. In order to provide the information needed, WSDOT is .
requesting that an intersection analysis be prepared. The LOS analysis will need to be completed
before a final determination can be made by this office.
Enclosed are the responses to the DNS issued on September 18, 1995 including the request by the
WSDOT.
If you have any questions, please feel free to contact me at 456-3675.
Sincer
Thomas L. Davis J
Code Compliance Coordinator
TLD:tab
enclosures
cc: Leonard Cash, WSDOT, 2714 N. Mayfair St. Spokane Wa. 99207
1026 WEST BROADWAY AVENUE • St'OKANE, WASHINCTON 99260
ButLDtNc PHOtvE- (509) 456-3675 • Fnx: (509) 456-4703
PLnNN;Nc PHONF: (509) 456-2205 • Fnx: (509) 456-2243
TDD: (509) 324-3166
,
. - ' ' • F
. .
. .
L.
S P O K A N E C O U N T Y
. _ .
DIVISION OF ENGINEERI[vG AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
MEMORANDUM
DATE: September 5, 1995
TO: Tom Davis
f
FROM: Doug Busko, E.I.T.
SUBJECT: SEPA Checklist for Holiday Inn Express, E. 9220 Mission
No. 95005962
Compliance with the "Guidelines for Stormwater Management" is required for the entire
parcel. Applicant should contact the Spokane County Building Department for
compliance to Fire Apparatus Access Standards. For any new or modified access to
the Public Right of Way, an Approach Permit will need to be obtained. Typical road - improvements will be required for developments of this nature. These improvements
will include curb, sidewalk, and additional asphalt along Mission Avenue, and the-
removal of several driveway approaches along Mullan and Mission.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
, • 4 •
. , . •
SPOKANE COUNTY QCLE1R,%'.%! l11R QIR POLLUTION .
~ a a .L% " CONTROI AUTHORITY
WEST 1101 COLLEGE, SUI7E 403 • SPOKANE, WA 99201 •(509) 456A727 Fax (509) 459-6828
Date: September 5, 1995
To: Tom Davis
Spokane County Division of Building and Pianning
From: S. Edward Hayes 1W*1
Spokane County Air Pollution Control Authority
Subject: SCAPCA COMMENTS REGARDING : File number 95005962
.
Thank you for the opportunity to comment the environmental documents submitted to our office. -
Following is a list of concernsCssues that, at a minimum, need to be addressed for this project. SCAPCA encourages proponents to contact their offices at 1 101 West College, Spokane, WA
99201 for additional information.
All air pollution regulations must be met.
* Air pollution regulations require that dust emissions during demolition, construction and excavation
projects be controlled. This may require the use of water sprays, tarps, sprinklers or suspension
of activity during certain weather conditions. Haul roads should be treated and emissions from .
the transfer of earthen material must be controlled as well as emissions from all other construction
related activities:
~ SCAPCA strongly recommends that all travel(ed surfaces (i.e., ingress, egress, parking areas,
access roads) be paved and kept clean to minimize dust emissions.
* Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. (f tracking or spills occur on paved surfaces, measu; es must be taken immediately. ~
to clean these surfaces.
* SCAPCA Regulation l, Article V, requires that a Notice of Construction and Application for
Approval be submitted to and approved by our Agency prior to the construction, installation or
establishment of an air pollution source. This includes any fuel fired equipment rated at greater
than 400,000 BTU/hour (boilers, hot water heaters, ovens, etc...). It also includes paint booths,
and other sources of air contaminants.
~ Debris generated as a result of this project must be disposed of by means other than burning (i.e.,
construction waste, etc...).
* Demolition and renovation proiects must complv with the requirements of CFR 40, Part 61,
Suboart M and SCAPCA Requlation I, Article IX, which address asbestos abatement issues. Intent
to Demolish forms are available at the SCAPCA office.
o~ r Pnnied on Recyclei Paaer
' • - : ~ ~
* All solid fue) burning devices (wood stoves, 'peliet* stoves,' etc...) must comply with local, state,
and federal rules and regulations.
Failure to meet SCAPCA regulations may result in delays, closure and civil and/or criminal
sanctions.
S S r 0 •
~ - ~
. . . . ,
77TV1- SPOKANE COUNTY . SPa RECEIVED
,,,.•;IR AIR POIlUTiON COU~
EI CL~~. a►.[~.~ ~
SV' C,7 K A N ECON1TROL AUTHORITY SEp ? Q~
WEST 1101 COLLEGE, SUITE 403 • SPOKANE, WA 99201 •(509) 456-4727 Fax (509) 459-6828
8Y.- rS101V OF gU1LDING qND
Date: September 19, 1995 p~Ay~
To: Tom Davis Spokane County Division of Building and Planning
WA
Frorn: S. Edward Hayes
Spokane County Air Pollution Control Authority
Subject: SCAPCA COMMENTS REGARDING : File number 95005962
Thank you for the opportunity to comment the environmental documents submitted to our office.
Following is a list of concerns/issues that, at a minimum, need to be addressed for this project. SCAPCA encourages proponents to contact their offices at 1 101 West College, Spokane; WA
99241 for additional information.
* A!I air pollution regulations must be met.
Air pollution regutations require that dust emissions during demolition, construction and excavation
projects be controlled. This may require the use of water sprays, tarps, sprinklers or suspension
of activity during certain weather conditions. Haul roads should be treated and emissions from
the transfer of earthen material must be controlled as well as emissions from al( other construction -
related activities. .
* SCAPCA strong(y recommends that all travelled surfaces (i.e., ingress, egress, parking areas,
access roads) be paved and kept clean to minimize dust emissions.
* Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto
paved surfiaces, if tracking or spills occur en paved surfaces, measures must be taken immediately
to clean these surfaces.
~ Debris generated as a result of this project must be disposed of by means other than burning (i.e.,
construction waste, etc...).
*Demolition and renovation projects must comply with the requirements of CFR 40, Part 61,
Subpart M and SCAPCA Regutation I, Article iX, which address asbestos abatement issues. lntent
to Demolish forms are available at the SCAPCA office.
Failure to meet SCAPCA regulations may result in delays, closure and civil and/or criminal sanctions.
,
Prinred on Rrcydc+d Paper
. . • . ' ~ . ' ~ ~,,,a JC.J .i : "/i -`7 ~ •
• • , , ~
Washington State Eastern Region
Department of 'i~ansportation 2714 N. Mayfair SEreet Q~ , Spokane, WA 99207-2090
Sid Morrison
Secretary of 7ransportation (509) 324-6000
RECEI D /
SPOKANE C NTY
SePtember 12, 1995 SEP 13 1995
Mr. Thomas L. Davis DIVIStON OF BUILDING AND PLANNING
Spokane County eY:
Division of Building and Planning ~
1026 W Broadway Ave Spokane, WA 99260
Re: Hoiiday lnn Express
I-90/Argonne Road
Dear Mr. Davis: .
. Thank you for the opportunity to respond to the above referenced DNS. The Washington
State Department of Transportation (WSDOT) has the following comments:
WSDOT is concerned about the possible degradation of Level of Service (LOS) at the
I-90/Argonne Road interchange ramp terminals. We have been in discussion with the
applicant regarding an intersection anatysis to ensure the LOS does not fall below "D" with
the addition of this development and those approved plats included in the SRTC Valley .
Transportation Study. We have not yet heard from the applicant with this analysis,
therefore request no building permits be issued until this matter has been addressed. If you have any questions or need further information regarding this matter, please feel free
to contact me in our Planning O#~'ice at 324-6199.
Sincerely, `
LEONARD CASH, PE
Regional Planning Engineer
LCC:ja
cc: Applicant
Project file
s~•nrf•
RECEI.VED
SPOKANE COkMW
~
yf q{
y~''~ IAy4 ' ~y
SEP 1 5 1995
STATE OF WASHINGTON
D E PA RT M E N T Q F E C OL O G Y D1VI310N OF BUILUING AND PIANNINQ
P.O. Box 47600 • Olympia, Washingtvn 98504-760RY.
(360) 407-6000 • TDD Only (Hearing Jmpaired) (360) 407-6006 -
September 12, 1995
Mr. James L. Manson
Spokane County '
W 1026 Broadway Ave
Spokane WA 99260
Dear Mr. Manson:
Thank you for the opportunity to comment on the determination of
nonsignificance for the Holiday Inn Express - Valley, located at
9220 East Mission, Spokane, proposed by KVC Development Inc.
(95005962). We reviewed the environmental checklist and have the
following comments.
The applicant proposes to demolish an existing structure(s).
Item B.7.a of the checklist asks if there are any environmental
health hazards that could occur as a result of the proposal.
Improper disposal of solid waste, including demolition waste, can
result in environmental health hazards. The applicant should
identify the disposal site for the demolition material. In
addition, the applicant should be encouraqed to pursue mitigating
activities such as salvage, reuse, and recycling of the
demolition materials. Call Ecology's 1-800-RECYCLE Hotline for recycling locations for
demolition debris. ~
If you have any questions, please call Mr. Mike Hibbler with our
Solid Waste Services Program at (509) 456-3270.
Sincerely,
Eliz eth J. Phinney Environmental Review EJP:
95-6746
cc: Heidi Renz, ERO
Mike Hibbler, ERO
. , C _
. . ~
~
Washington State Eastern Region
v7Ai# Department of Transportation 2714 N. Mayfair Street
Spokane, WA 99207-2090
Sid Morrison
Secretary of Transportation (509) 324-6000
~-~~',CEIVED
S~ :o VVUNW
October 4, 1995 f ~ - 19%
Mr. Thomas Davis
Spokane County Division of Buildings DIV4SIQr,; UF gMJNaqND pLqNNING
gy.
1026 W Broadway Ave
Spokane, WA 99260
Re: Holiday Inn Express
I-90/Argonne Rd -
Dear Mr. Davis:
Thank you for the opportunity to respond to the above referenced development. The
Washington State Department of Transportation (WSDOT) has the following comments:
WSDOT has been in previous discussions with the applicant regarding this proposal. The
applicant has agreed to perforn► a traffic analysis to ensure this development does not cause
significant operational problems to the I-90/Argonne Road interchange. So that any
impacts which may result from this development and potential mitigation are dealt with in
an appropriate manner, we request no finalization of this SEPA determination be made .
until such time that this analysis can be reviewed.
If you should have any questions or need further information regarding this matter, please
feel free to contact me in our Planning Office at 324-6199.
Sincerely,
LEONARD CASH, PE
Regional Planning Engineer
cc: Applicant Project file
. FILE NO. - 95 (-,)0 • .
~
PROJECT ADDRESS: D~ca~~i
AFrIDAVIT OF POSTING
STATE OF WASHrNGTON )
) ss:
COUNTY OF SPOKANE )
/
being first duly sworn, deposes and says:
At atl times eherein I was, and now am, a citizen of the United States of
America and over the age of 18 years.
On tne ~`7 ~ ciayor S"~ I995, i personaiiy posted a sign(s ) as requireci in the
Spokane Environmental Ordinan at the following location(s) in SPokane CountY:
(PLEASE NOTE LOCATION) GG7 P &-?-r UT +~5,'~~/ • G'" 1~! ,~o'l.
~ r ~
Print N e of Appli nt or Agent
, ~
. ~
ignatS,t'~re of pplicant or Agent r
Address:
1
:rr
Phone No. :
(RETURN TO THE DIVISION OF BUILDING & PLANNING)
.
.
S. -__ANE ENVIRONMENTAL ORDINANCL
DETERMINATION OF NONSIG1vIFICANCE
FILE NUMBER: 95005962
LOCATION OF PROPOSAL: 9220 East Mission Avenue, Spokane Washington 99206
DESCRIPTION OF PROPOSAL: Four story, 142 unit motel & restaurant
PROPONENT: Holiday Inn Express, KVC Development Inc., c/o Clay Clausen
4907 S. Progress Court Veradale Washington 99037
Responsible Official: James L. Manson, Director
c/o Thomas L. Davis, Code Compliance Coordinator
Spokane County Division of Building and Planning
1026 W, Broadway
Spokane, Washington 99260 (509)456-3675
Spokane County, the lead agency for this proposal has determined that it does not have a probable significant
adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW
43:21C.030(2)(c). This decision was made after review of a completed environmental checklist and other
information on file with the lead agency. The information is available to the public on request. .
There is no comment period for this DNS.
[X] This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for the required
15 day review period commencing on September 1, 1995. Comm ts pertaining ~'s
ermination must be submitted/received no later th : p.m., Oct er ~ 19~5.
checklist/det
/
, .
~ / ~ r
Date Signature
v You may appeal this determination within 10 calendar days after it becomes final:
The Board of County Commissioners
West 1116 Broadway Avenue
Spokane, Washington 99260
The appeal must be submitted in writing no later than 4:00 p. m. , October 16, 1995. You should be
prepared to make specific factual objections.
Contact above responsible official to read or ask about the procedures for SEPA appeals.
A copy of the Determination of Nonsignificance was mailed to:
Applicant Spokane County Air Pollution Control Authority
Mr. Clay Clausen Mr. S. Edward Hayes
Washington State Dept. of Ecology Spokane County Engineer's Office
Environmental Review Section C~1~i~r. Bill Hemmings
Ms. Barbara Ritchie Spokane County Health District Environmental Health
Washington State Dept. of Mr. David Swink
Social & Health Services Fire District No. 1
Mr. Tom Justus Mr. Paul Chase
Washington State Department of Transportation
Ms. Jana Augenstine/Gregg Figg
1
5:
SFOt".AxE ENYIROtt'tEMTAl•0A0lNAHCC
'yrr
(V;C 197-I1-9G0) Scctton 1l.10.I30I1)
Envlrorrrental Chetklitt
f f lc llo.
Purpo:e of Chcctllst: .
Tht Statt Envirorr*tntal Pollcy Act (SEyAI chapter 43.21C itCW. requlrts •11 qovernxntal aytnCiti to Contider tht envlron.ecntal iapattt of a Oroposal
pc/ore w+1c1n9 decliions. An Eevfronantal lapact Statenent (E1S) nust be DrcpareQ (ar all proposilt vlth probablc ttqnifiunt advcrte tmpatts or
t1+e Quallty of the envlrorn+ent. Tht purpose of tAts cAecklist !s to provlde tnforoatton to Acip yrov •nd the aysncy tdtntlfr laptcts from yovr
proposa) (anE to reduce or avo1G t.p&cts (roa the proposal, if It can Oe done) and to Aelp tht a9enty 6etlde vhether •n EIS 1i rcQulrcd.
tnstrvcttons for Appllcants:
Thls envtron.ental checkllst asks you to descrtbe sooe baslc lnforaut/on about your prcposal. Govermrntal a9enCtes use this checlcllst Lo Cete nmtne
vhether the environarntal impacts of your proposal are siqnlfltant. reQulrfnq prtparacion of an EtS. Artsvtr thc Qutstlons brletly. w/tA tht wott
prttlse Infor..atton known. or qtve Lhe aest de:criptlon you can.
You wust ansver each que:t/on accur►t--:y :mG z::.:a:ir. to the Oest of rour knarledye. In oost tasese you should be able to anstier the qvescSons
trom your ovn observattons or projcct plans wttfiout the nred to hirc experti. If you reilly do not know tAc ansver. or it t Qvettion does not applr
to rovr propo:al, vrtte 'ao not know' or •does nct applr.' Casplete antwers to tht Quest/ont nar s+r avotE unnccesttry belays later.
Sooe questions ask about yovern.ental reyulattorts, sucA •s =oning. sAoreltne. and landmark detiqrAtlons. ARSVer tAtte Questicrtt It you can. tr y«,
have problens. the 9overnwental 49et►ctes can assltt yar.
The cAectltst qucst4ons •pply to all parts ot yovr proposal, eren tf you plan to do tAcm ovcr t perloE of tiwe or on difterent parcels ot ItnQ.
Attach anr addltlona) lnforwtfon thaC vill deitribt yovr propastl or tti envt►onv+ental tftetti. TAt tyenCr to vhftt► you submtt thti C!►eclcltit tir
ast you to expltln yovr answers or provldc addittonal tnforw tton rtasonably reiated to Qetervteing tf thtre atr be ti9ntfteant 4dverst tmpict.
Use of eheetllst tor nonorojeet proposalt: •
Cenplete tAis chedcllsi fer nortproseet prooosals. even tAouyA Questtorts war be aesvered 'does isot apqly.
1M 1100I7I0x, cwolete the StlPftOiEKTAI SKEET FOR N0!IPROJEC7 11G710NS(Fart 01.
For ttonpro}ect aetlons. the reterencef tn tt►e theeklltt to the wrdt 'prosed.' 'applleint.' and 'proptrtr or tlte' shouldOe rad u'propatal.*
'*proposer.' anE 'affeeted 9eographiC are&.• rcspeetlvely.
A. QACXGROUMO
1. :+..e of proposed pr^ofect. tr •po»e.ete: r-~SS '
2. wa.e of Appllcant: 1\ Vcl W-~j, O ✓'''~.Gs~', • 1
3. Jlddress and phone ewn6er ot •pp 1ltant or eontatt persoe: ~Q. t 9( a~'
y~o7 . X r<ez c,4-, '
. Vt,rV,-krfa(.R,, VtI g~a3 ~ 4. Oate eAeCkllit pritpired:~7
c k
S. J►qeney reQuesting tfiettlist: t'J
J~ l \~'lA-V, ~(I;/1 ~ T .
6, rroposed Cimfny or ss,hcduic (tnclvdtn9 pAaslnq. 1f applltaDle •
.
r C~ • .
7. a. Oo you have anr pians for lutvrc addtttons, sxpantton. or further aetlYltr nlited to or tornetted v1tA tA1t propotalT tf yet. arplafn.
s~
b. Oo you ovn or Aave options on land nca r or adjatent'to thls proposail If ye . expla in. / l' O~
-~.~e_, a ~c,c.~ . /~e., l t•~ ~ b.c. b ~ ; .1 ~ c~.. Q b,t ~ _
.
e. llst anr enrironwental Infonutloe you knoY tbout thst htt, been.~ prepan4, or~111 Oe prep~ ed dlndir nlated to t is propostl.
~~a'~,~~ .t~. b~`~~sf- ~ 1 ~
~L
.
~
~
. . • .
~
SrC1~JU[~ G~firYxOnr~t~UL 8aU}Ln~iCL
~~f~1,.L-4CA1 S:ecioa tl_14.I}0{L} • -
1C44C14V~J~ a~o++ kaw yh,_t.■# aPPi~GiCL04~ r[a p~adiaR [oC As~s.cn~+nsil appx4rrX■ af ath,c peopaaaS■ dlcd c[ig ai[~c~inL [ha pCaprcc7~ co+~ar~d 6~f
roQa sal* L[ r•■. ■rplaia. .
stt tny %sra nw~aC apprim waL er "raiIts [h#t +riLi ba ■@41dsd iot Ipvuc pcopoi&lq Li kxw%+e1._
C#sa r,~tiat ~~asp1■[a ieaeriPtion. o! yous p[oFr+..al. Lneludij%i tl++ PMRa§#d uMaf tnd [fiw risi aC shR proy.eE an1 r sL[e. :h#i* cre asrsvat
rtue.aieea 3aeer Ea Chir et++ALLRt eh.e •ak yaw ts 4.■eeibe csrc;ick aapecu of xo+r piragoc41. Vou 4n aoe a*" 'Cm rwp.a[ Chad* ans++asa On Chts
~
4~7U
4~ / ~
~ aL ~
Dmf
tetactat af cfi. }ruP*..1. C[Ya, ■+aLlieiaac lslrx+r4sdaa E■x A p•csaa eo aewdatitcaeA %ha }mcLre Loc.eLaa ei f*+ar propaa.d 'ra~ect, itveludinC a
■cs+ine addrtssa. tf •RY. s04L +4ct4+w. L*NRmiii* 14" WawCa. tt knawra- Lt a fsep+aal vv+skA O-cCrc o*+c arasite.sf Imu. Frarf4a the vtaiLs ae
l4oisadarl.a; of ttre ai[e{m). CteYida a L<gal lasClileLa. aiCt rLaar ~rtelalt~' ma*, a~ Cqpotsa¢4ttc wap, if ctasoe4h17 araiiable. Ullils 7w
dhamkl awabsiC sa~ tl+e+i rs~+atrt4 ~ stM artGnC7'. 7a+a a[s a4C Tti~raL- 4+ipLLe.*Ce aapy wi #rtCa}LLs# Rl.+na #s+~LcCrxl +~lC~► ■nY ►srsiC apRtLr.aCLaw
r~laeed co tl+ie chs 1rLL
~ ssll~ . l~ - ~ .
r,,,~ A~
+ ~
~~o -7_ 40 __7 OS6-7CR- -
~ F.
^
1. 4aas cbs propsssl aiifsa llit viahL* Chs J►qtiiLaS 3eraLCiw Atita ()Jdk)! 7us CsdsV+L Sev*r 5eOKte ACca! .hs lfjriorfL7 $a+.sr SsE-4#44■ Arwa* ~
iC'y aC SpoSc.aa:! (Stri SFo a C«.aeX'a J43JL O+aCLay rar►: 11CL. (at 6&AqPdac3er),
w+-.r~
+o it c0talLv_.m sY AynYCurt '
~anc7 [1.t ~~i~
a, Cegesal 1e@CripC7.6tk •f rke aito (cLrZia aas Lls *uXiin*. hLLLT. sC+tlp MLap464 rsMA[a160+41,
stht~~
Z
~ .
6. '.lha¢ ls Chm vC■4p4ac ative sa xhe riCa (a"[rlRlaaC# t+cccaC a1ops)1r~
c. *+'hs€ ~.a;raL CXpRr rt a*tLd art4 [aws+4 w+ 0w aL[; (t,sr axxspli. CL4qr, v4a1i iearek. Q+Gt. w+xk)7
C1 rou kmaw Ch4 t1.aarClLu[foa s[ agritnlGyeaY r*iLa, *p+eify Chsw asAd iaCq •ay !rLano 94ra1AaL. ~
0
d. kCa thdtra wrlaea iadlcditiaaA •r hiaefrY .f ym[.~Ya 443Llr ta Ctve [i..*4latt• ri[fa4cyT L[ atl+
da a4fLh~. ' ~ .
• .
. ~
SPOKAME EHYfROttKENTAI UROINANCE
(VAC 19)-11-960) Scctton il.10.Z3001
E, ERYIROMENTIU. ELEriEMTS(COntlnucd) Evaluatton for
A4tncy Use Ooly
I c. Uescrtbe the purpose, tY9c. anE 4DVroxi"+ce q w ntlNes o( any ftiltnq or qradfnq propostd. '
tndlute source o( f 111. /0 lcl"
f. Could eroslon o aur as a result of ciearlnq. con:ttvctlon. or usel If io. cne~~il 6ctcrtbc. tni . l 0 • S~ ~ 't~IQtI ~~7 ~L.►"'~l ~I
9. About vAat percent of tht stte wlll be torered vtth 1mpervlauc surtaces •fter project tonitrut•
cton ffor eximple. •sphalt or bu1141n9s11
-7O
h. ProposeQ neasuns to rcducc or control erotton, or ot!►er twpacts to tf►e earth. it •nrt
ft~~ C ~•`~r,~-c.~-~ ~t~.~.-c~ ~
Z. AIR ~
i. 11hat type ct cmisstons to ti►e atr vovld retult from tAe proyosal (1.e., dust, automobtle, odotis
industrlal, vood swke) durtn9 constntttlon and rlren the proktt 1s caqlete42 if •ny,
geeerally describe and 9 re ap raxt te avancltes 1f ki+own.
I .'vyr a f c~~s T
~
eu,~ e.At-4- ~ Ssr ok~ C600-- .
b. Are tfiere any otf-itte sources ot caitslons or odor t,hat nar affcd rour proposal2 lf so.
qenerallY descrtbe. . • ~~~r u ' ,
c. Propoztd weasuret to redute or,iontro eai=slons or otAer tmqatts to a1r. 1f anr:
3, uATEa •
A. Surface: "
(1) ls there anr surfate v&ter eodr on or In tht tanedttte •icinltr of tht stte intludtng rcar•
rounE ti+E seasoaal streams. stltvattr. lakes. ponds. vetiands)? lt yet, destrlbe typt &nd
provide naAez. If apDropritte. itate vhaL strcaM or river it flows tato.
(Z) V111 the proJett reQulrc anr wrt over. tn. or adJacent co ivithln 200 fcet) tht desCTlDed
w tert? lf yes, ple4se deterlDe an6 attaeh wailable plaet.
/V o-
SCOYJ.}[C LKVLlCOttl~ttTl1. ORD[HA11Q
C 197-11-460) S4ccion 11.10.110(1)
GNL1LOtR(LNTAi- CLL'(LK:'S (toetlnwd)
GvaluaCtoa Foc
A44ncr u.. oMLr
CsctmuC• Cht •nouciC o[ (L11 and Aca4g4 m.aterLal th+t rou1Q ba DLted La of «novid f[on ch4
•utf.ci wacec or wc1&oQ• •od tndtuC4 CM 4[ea ol tl+a •iC• clut wwld L-a a(Cectad. LedLcaCa
ch-c sourts o( (111 mat4Cial. .
KVA .
(4) Utll the propoaat r~q"«•u[(ate watot vitld caval• oc 41vtrslor.41 Glw •=taetal lestrip--
cloa. pucpose, and •pptoxLaca qtuaacict4s. t( knovc+. •
h to . .
y.
4
(S) Ooa• t!K PropoOel tls wtthia a 103--p4at (1004 }latcf I! •o. aot4 loutloa oa tM sice plaa. ' • .
do • .
(6) Oose cht ptopoaal lnrolvo any llstluc=44 ot vuc• oacettals to • tutlac4 vGcacOi tt so.
pt o( vestt and antltLp~tt4 w luse a( dlsehat'ge.
6estitOs chWo
- b. Croue►d:
(1) VL11 gtouftlvacaT ►a vlthdravw. •i wtll vactc 1m iistha[gd t• gcaee+lvacor1 61rO g4Secal '
laoettOtioa. ►vrpoa*. •M aPpTOxiwacQ 44uaatLcLeo. tl 1aneva. '
i<<o - (2) Oeocribo v44c4 a4t&cial that vlll ►4 4t6thatj44 taco clra gcovod trois septit taake ot ockac
•.oieacy v•ca cre.nwac laeilit). Da*cciLa tha gaeacal aite o( tl+s sjgts. tAe wb4[ o[ .
Rouass co tit 64cvad (il applieable) oe tl- avr►at rtaofu elrt qscgo(g) •N •zpetta! eo
y
Okoctib4 anr srstems. ochac t!u►w tk*sa leol6a44 (or t!u 4tspe"1 a( aawltacr vaaea. ! .
LneCall*d (af tRa pvC9o4e e[ llOcl+acCLeC (luid• tisLev c!►s «oual auC[sc• (tecludao rrgtsg* OueA
ehot* foe Cho ttapocal o! •toeu vatGe •t leatRaga (TOn (loae ltalw). CsotK1m t!y trpa •C
~rOeeN. ths 400uac Ot Oaeeelal t* ►e 11Op04s4 O( tArouCh Cho •yotea and Cho trpo• maeartals
llkelr co pa 4L4po4e4 of (in,eludiK asttetal• vAtth aar •ntat tha srstom laadweteeelr tlt[ouch
•plllG oc 40 •C44v1c e( t1r ft~htiag attivtt •j.
S~~`w1. (~tl Ir~~t a~-~.~ll ~ riti. '"ad$' C~CGo'~amce Ye. , nP
C
(p t /1000
~S' -~ols . ~ is ~~7
r~ - C~. n /'CE
y~~- Mame~se-w~1'~ .
~~m~
G Vlll an As •e Oi• • a G♦
r e te 1 ( 4 e llr et att el ent~ ec' pattetew Cw Lo) A-a •toevl la apovr
=couod •c undergcwaa4 •cotac• cu1uT Lf so. vhAc iYN• •ol SwatLClt• uca[LaL viLl 1a ,
.coctd!
AID-
\
srar.vtL ctrvlxOtr~ttt_trLeL oUtuANCt! .
i
kC 791-11-960) S.ccion 11.10.230(t)
LTrp-ilt0H0Q1Ti'Ay [LVtYat:'5 (conctnuod) LvalwClon fac
/.4
~aCJ U~• Ot►lr
(S) wh&t pCocgcc[vt M46uce• vlll b• t,keo to ln&ut• ChaC l+ak+ oi •p11L o( aor cM~cal• •
•to[ed or used oo •ic• -tll not bc •11ovaE to porcolate to gtoundvacet (thi• loclud4• oa&sures
co k"p theutcal~ w~ of d1spooa1 sYstems d.•crle.d in 3b(2) aod 30(3)1 ;
/l11
C. vatec RueoCl (lt►tludln; •co['a vace[):
(1) D.scrihe th• •oucce o( cvaot! (tociudlng &cors wate[) •ad sectioQ of collecclon aad dlepowl
lt •nr (lnclvda awnclcl*s, if knovn). V1►er• vtll thi• wt*T f1ovT 4111 this ustac Ilov laco
oCAe[ vactrs! I( •o. aeatil~ .
-4~
Sc~ ~1s o~~. s ~ .
(1) Jill anr eMs►ieais Ea stoted. Aandle{ ot used oe ehs •lea !p a lou[lon vM[a a•pi21 or
laak v111 ltala to •urlac• or gcoundvatsr o[ to • stoc+ vatsT odtopwl srscm dloelrt=ing to
•uetaee or gtovndwatet!
(3) Ceult vaota aacactale •atat j[aaal ot srcfaee rrte[aT I! •o, gsaetally Ioaeeile.
/p~
.
d. rcoposed wussure• to COlucO or ceaccil •vrtses. =twrA. •nd tvneC( vacai La/acss. tt aey (1(
L tAs propossl •ctios 11e• vitkle tM Aqulter Ssnottlv: Acea Hsopae1a11Y tlut *w "}laRaCieaa
r relating to iaeilieie• co~ee le~ Saetion~
v,r~ 3ti( 3110)~ • d k(2) ol thla ehaekll t)i
?-uo" a~$ " /`-~5'v~ ~ It-t ~1•~-~v~_ _
~ - .
4. ruYrs
A. Teek or elrc1• cype e( vatetatiee ta+ad oa eM 4lt4:
~ dOeiduous tree: aldaT, aapla. aspen. •tAee. . .
~ • ~
•vet=raan tcees tit, cedat. plna. •tMc.
~hevea. '
~ cc,... •
pascuca. •
ecop oc gcain. ,,Jw
wt •otl planta. tac[a11, Vuctaccup. \u11rvsA. Avdc ubbags, e[l+ar.
wter Plaats: uscet llllr, aalgc&IS. wtlloli. otlwr.
otl+er crp.• o( •etseatioa.
h. VhAt kleld c+d am7-
-,_53 ae o~r v4gaeaCi a vt~} 1 1+ foowd •i alterad1
vtook-new. 4 C~~ a ~ ~!~x3t~ .
t. LisC thraatensl oT •e4an4GcG4 t• Noa •C neac CM 11CS, 4;0'~~
d. tropossE lae►dataplng. us• o[ a+eiv* ►Lats. or oiMt +.aasnce• to pneaew or aahaoe• tii*[aCloo
on h• oiltc. lf anT:
Y,01A~/'►~ ~ 0 ~Me~/par c~,~~
~ s
. , .
SVOf.ANE EHYIRONNENTAL ORO[Kll!(CE
'
191-11-9601 Sec[ion 11.10.230(I)
:NYIROFMENTAL EIEH£HiS (con[lnued)
Er41uattan For
. AQency ut. only
A,Ntnus
A. Clrcle •ny birdt and anlmals vAlch have bcen obterved on or near the sltt or are knw n Co be or►
or near the stte: ~
birdt: havk. heron, eaqle, sonqbtrds. other:
mama►Is: dcer. bcar. elk. Oeaver, ocher: /1,'voi-L-
ftsh: bait. saln+on, trout. herring. shclifish. other:
other:
b. lisc a~ threateoed or endae9ertd tpecles knw n to be o0 0r ntar Che site.
C. ls the slte part of a w1Qration route2 If so. tr,plain. /1k '
4
d. troposed aes:ures co prese"e or enhante vildllfe. 1f aar:
. ENFRGY /U{0 NATURAI RESOURtES
a. Yhat kindi of ener4y /eleetrtt. naturtl qas. vood stovt. Lo1ar1 wili be vstQ to met the -
the eocapleted prnJeet't eneryy needsl Oescrtbe vhether tt wl11 ee vsed tor heattn9. aartvfat-
tvrtnq. ete.
.'.4 G~ T
r N~ J
A. vovid your projeci affect the pottntiat nse of tolar energy br •QJaeent propertlefl if sq.
qeneraily desertbe. '
/i lo -
C. What klnds of enes-9y tonterv&tfon fea[ares •re !ntludtd in the p1ant at tAis propotal2 Ltit
ocher propased meatures to re4uce or control nerqr l.qacts. tt an
W' c.,~+~
v=eu
^
1. ENYIROtQiENTAL HEJIITII Are there anr envtroernenea1 1+ealth hattrEs. Inclvdtn9 e:qosurt ta tozit thettluls. rlsk of fire •
and ezplotton, tplll, or h a=ardout vaste. tA&t could o aur is a eesuit ot th/s prapot411 lt to.
deseribe.
~
(1) Oestribc spcct eae rqency ccrvtcec tA4t w1qAt be reQutred. ,
i '
SfO~NL ~t+YIROIRCLi.'fr.1. pRALN~:tt[i .
97.-11-960) Soctlon 11.10.230(!) ~ l
R'T 0.0f+lQ'RT/..L... CilltLlfTS ( t o~ c 1 ~u. d)
' Lvalu+[loe ioC
I.~soc]' U~• Ot11y
rvixotc¢ir~s. ftz~..-a (conctnu.e) •
(1) ♦roposed •easufas Co ccdutc or C nCTOI ._'.lfonaanCa1 haalch h.cords. lI •nr:
AZO- •
A& CA1 <4 S1!~ v .
. ~
e. Hoi..: -
(1) What cype• of rtolsa esis[ la che •ra• vhtth mar aCtatC youC pcoject (lor atuSple, Ccaltlt.
•aulpsec%t oparatlon. tha~! -
~JL~ I ' l1` _~11f ~f
.(2} t!!u c Lrpe• and lcvel• 01 ooioa vould 4e CTSatsd br ot •meOCLaLeQ vltl+ tM p[o*)ac[ eo a
shott-te n ot • lont-ce n Daols (tot euaple: cratllc. consccuctfop. ope:ation. oslxt)! tadicace
vh oucs aols! v Q cos~c (ro the •lt
~t
~I - k I'Ac7 C',~1 S nf iJl c`a~z~ n D; ~"si'pt-A Ss ~
(3) lsoposed "&our• co r~1ueM or coM ol wotSa lapact8. iC aar:
.cI,eq~
~
t. uro Axn sKOUi.inc usc
A. V1+at ls/ Chc currcet w of tAc slts snQ adj•cent orops[tiss1
+•~~.Yf~~Qf ~ • •
0. H+a slte b- uo*d foi •gtlculcnre! Il' •e, desGciDe.
AS C`r 4l%, rA Q(
~
C. Ds•erise anr struttu~ s oa c ~ita. ,
~ . 1 --.47
d.w ut1l aey •truccure• loe /csoliehadt it •e. vh1tA! tl 4 '1~~~~ .
C. w:+aC ia Ghe eucTSnt eoniag claesltle.aeto• of t!►a •iesl
' ! .
~
t. tlRa[ !s the tutTenc emptsbsoAive pLa desigm[ioa o( CM •ltat
t. If applicaslc. vtut 1s tl+a cucrent •Mreline .ydeat }sogta% daaig^naeioa ot eAa• eite1
A/M .
h. HK* •or parc oL tlv 4ic+ pe+o tl&satfiad s• 40 -aeViroWetall) 84oaitl'Wa' acwl II to. `
•pacity.
Ne~
i, AppCoxla.c&17 tw.r .acr o.oP1q vould c.slda oc ock tn ct+a completed projaecl
X~°/' o Ilot
~ ~
< . .
. ~ ~
s ro r,"z acvi anM¢2rru, o Rn t KA+cL •
&c 191-11'960) s.ction 11.10.230(t) .
[xvtltotaactriAl. [1..Q¢NTS (conctnwd)
!valuatton foC
~ I.g
~ncp U~~ On1r
Appcoclsrcel7~ hov aAnY paopl• vould the cospld[od pcojacC d~spLate[ ~ .
k. papoqed eura• cld oC aduca dtsplac qat 1spacC4, 1( aa~: ~ -et c, c~t5 C 'l.
s~ o►4,o
1. Ttoposed saasv«• to ensute c!u propoaal 1• toupatibl• vlth exietlog aod pro}accad Ln4 wuaa aod
plaaa t[ aur: , . ,
~
. ~
7. Kousixc
Approxlnacalr hov "nT uetits vorld ►t pcort441. i[ anrt Lodicace vtwcMc Aiglr. ultdlt-6 oc
lov-tncomr hovdlag. . '
_ i
A/rariA ,
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f \
. SPOKANE ENVIRONNIENTAL ORD,IlVANCE Acc
ACCEPTANCE
DATE of DNS: August 29, 1995 RECEIVED
FILE NUMBER: 95005962 S E P 18 1995
SPOKANE COUNTY ENGINEER
LOCATION OF PROPOSAL: 9220 East Mission Ave. Spokane Washington 99206
DESCRIPTION OF PROPOSAL: Four story, 142 unit motel and restaurant
PROPaNENT: Holiday Inn Express KVC Development Inc. c/o Clay Clausen
4907 S. Progress Ct. Veradale Washington 99037
FtFSPONSiBLE urFiCIAL: JamES L. Mai-ison, Dirzctor
c/o Thomas L. Davis, Code Compliance Coordinator
Spokane County Department of Building and Planning
1026 W. Broadway
Spokane, Washington 99260 (509)456-3675
The following attached comment(s) become part of the checklist in accordance with Section 11.10.160 of the
Spokane Environmental Ordinance and adopted policies:
Comments received from the Engineering Department, Spokane County Air Pollution Control Authority,
Washington State Department of Transportation, and Washington State Department of Ecology.
A copy of this Comment Acceptance to the Environmental Checklist was mailed to:
Applicant Spokane County Health District
Mr. Clay Clausen Mr. David Swink
Spokane County Engineer's Office Fire District No. 1
Mjr. Bi:l ::e m.::::nbs Mr. Paul Chase
Spokane County Air Pollution Control Authority Washington State Department
Mr. S. Edward Hayes of Social and Health
Mr. Tom Justus
Washington State Dept. of Transportation
Ms. Jana Augenstine/Gregg Figg Washington State Department of Ecology
Environmental Review Section
Ms. Barbara Ritchie
/Date Signature
. _ • , ' , ` ~ /
: L'`--
~ , • ; ~ ~
;
S P O K A N E C O CJ ~7 T Y
_ i
DIVISION OF ENCINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
MEMORANDUM
DATE: September 5, 1995
TO: Tom Davis ,
FROM: Doug Busko, E.I.T.
SUBJECT: SEPA Checklist for Holiday Inn Express, E. 9220 Mission
No. 95005962
Compliance with the "Guidelines for Stormwater Management" is required for the entire
parcel. Applicant should contact the Spokane County Building Department for
compliance to Fire Apparatus Access Standards. For any new or modified access to
the Public Right of Way, an Approach Permit will need to be obtained. Typical road
improvements will be required for developments of this nature. These improvements
will include curb, sidewalk, and additional asphalt along Mission Avenue, and the
removal of several driveway approaches along Mullan and Mission.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(5d9) 456-3600 FAX: (549) 324-3478 TDD: (509) 324-3166
' ' .
SPOKANE COUNTY
~ .
11CLEA1~o--' :11E1 ~ aIR POLlUTION CONTROI AUTHORITY
WFST 1101 COLLEGE, SUITE 403 • SPOKANE, WA 99201 •(509) 456-4727 Fax (509) 459-6828
Date: September 5, 1995
To: Tom Davis
Spokane County Division of Building and Planning From: S. Edward Hayes
Spokane County Air Pollution Control Authority
Subject: SCAPCA COMMENTS REGARDING : File number 95005962
Thank you for the opportunity to comment the environmental documents submitted to our office.
Following is a list of concerns/issues that, at a minimum, need to be addressed for this project.
SCAPCA encourages proponents to contact their offices at 1 101 West College, Spokane, WA
99201 for additional information.
~ All air pollution regulations must be met.
Air pollution regulations require that dust emissions during demolition, construction and excavation
projects be controlled. This may require the use of water sprays, tarps, sprinklers or suspension
of activity during certain weather conditions. Haul roads should be treated and emissions from
the transfer of earthen material must be controlled as well as emissions from all other construction
related activities.
* SCAPCA strongly recommends that all travelled surfaces (i.e., ingress, egress, parking areas,
access roads) be paved and kept clean to minimize dust emissions.
* Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto
paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately
to clean these surfaces.
* SCAPCA Regulation I, Article V, requires that a Notice of Construction and Application for
Approval be submitted to and approved by our Agency prior to the construction, installation or establishment of an air pollution source. This includes any fuel fired equipment rated at greater ~
than 400,000 BTU/hour (boilers, hot water heaters, ovens, etc...). It also includes paint booths,
and other sources of air contaminants.
~ Debris eenerated as a result of this project must be disposed of by means other than burning (i.e.,
construction waste, etc...).
* Demolition and renovation proiects must comply with the reauirements of CFR 40, Part 61 t
Subpart M and SCAPCA Reaulation I, Article IX, which address asbestos abatement issues. Intent
to Demolish forms are available at the SCAPCA office.
~.W% Prmted on n^ety:~~rav'•
.
~ Ali solid fuel burning devices (wood•stoves,. pellet stovess etc...) must comply with local, state,
and federal rules and regulations.
Failure to meet SCAPCA regulations may result in delays, closure and civil and/or criminal
sanctions.
e
• - - r ~ ; ~:..,~C~ . s ,:1 .
~G
Washington State Eastern Region plt'
Sid Dep Morrison artment of Trans ortation 2714 N. Mayfa,r Streei , p Spokane' WA 99207-2090 SECretary of Transportation
(509) 324-6000
RECEAQED~~~
SPOKANE COlJNTY
september 12, 1995 SEP 13 1995
Mr. Thomas L. Davis DIVISION OF BUILDING AND PU4NNING
Spokane County gY:
Division of Building and Planning ~
1026 W Broadway Ave Spokane, WA 99260
Re: Holiday :lnn Express
I-90/Argonne Road
Dear Mr. Davis: Thank you for the opportunity to respond to the above referenced DNS. The Washington
State Department of Transportation (WSDOT) has the following comments:
WSDOT is concerned about the possible degradation of Level of Service (LOS) at the
I-90/Argonne Road interchange ramp terminals. We have been in discussion with the
applicant regarding an intersection analysis to ensure the LOS does not fall below "D" with
the addition of this development and those approved plats included in the SRTC Valley
Transportation Study. We have not yet heard from the applicant with this analysis,
therefore request no building permits be issued until this matter has been addressed.
If you have any questions or need further information regarding this matter, please feel free
to contact me in our Planning Office at 324-6199.
Sincerely,
LEONARU CASH, PE
Regional Planning Engineer
LCC:ja :r=
cc: Applicant
Project file
RECEI.VED
~^A,~
~ ~S•j i+ v7cPO~V1!`~ ~D~D~'1`V~
~ ~ x >
~ 19F9 `
STATE OF WASHINGTON SEP 1 5 1995
D E PA RT M E N T O F E C O L O G Y D!Vl310N OF IBUILDING AND PLANNINQ
P.O. Box 47600 • Olympia, Washington 98504-760UY'
(360) 407-6000 • TDD Only (Hearing lmpaired) (360) 407-6006
September 12, 1995
Mr. James L. Manson
Spokane County
W 1026 Broadway Ave
Spokane WA 99260
Dear Mr. Manson:
Thank you for the opportunity to comment on the determination of nonsignificance for the Holiday Inn Express - Valley, located at
9220 East Mission, Spokane, proposed by KVC Development Inc.
(95005962). We reviewed the environmental checklist and have the
following comments.
The applicant proposes to demolish an existing structure(s).
item B.7.a of the checklist asks if there are any environmental
health hazards that could occur as a result of the proposal.
Improper disposal of solid waste, including demolition waste, can
result in environmental health hazards. The applicant should
identify the disposal site for the demolition material. In
addition, the applicant should be encouraged to pursue mitigating
activities such as salvage, reuse, and recycling of the
demolition materials.
Call Ecology's 1-800-RECYCLE Hotline for recycling locations for
demolition debris. If you have any questions, please call Mr. Mike Hibbler with our
Solid Waste Services Program at (509) 456-3270.
Sincerely, , U%I
~ u~ .
O •
Eliz eth J. Phinney -
Environmental Review
EJP:
95-6746
cc: Heidi Renz, ERO
Mike Hibbler, ERO
t r .
County Engineering Department
Fax Cover Sheet
DATE: August 18, 1995 TIME: 1:12 PM
TO: Jana PHONE: 324-6199
WSDOT FAX: 324-6005
FROM: Paul
SPO.CO.
Number of pages including cover sheet: [7]
Message
U~ill '9S 13:19 11)=WSllUI tHSI 'N Kt61 UN rNx;~Uy_~. _
~4 bUU~~ ~H~t 1
.i~~►
Washington State estern AeQion
Departnsent of Transportgtion r714 N. tilsy(3ir StrEet
pokane, WA 99207-2090
81d Morrison ' •
Secrerary of 7ransportacion
, ;549j 324-6000
AugUSt ll, 1L995
Ms. Carot Frazier Spokane.County Division of Buildings
1026 W Broadway Ave
Spokane, WA 99260
Re: Holids Inn Bxpress
I-90/gonne Road
Dear Ms. Frazier: Thank you fvr the opportunity to respond to the above gfferenced development. The
Washington State Department of Transportation (VVSDT) has the following
comments: . . The recent Spokane Reg'sonal Transportation Council (S Fe C) Spokane Valley
Transportation Study deiermined that the I-90/Argonne ad interchange will degrade
to Level of Senrice (LOS) "F" with all proposed plats. request the applicant
prepare a traffic analysis for this developrnent, including all approved plats, to ensure
there will be no adverse effects to this intercha.nge as a t]~sult. This analysis should be
submitted under Section 14 of the SEPA documentatior~ prepared for this development
proposal.
If you should have any questions or need further infon ation regarding this ma#.ter,
piease feel free to contact me in aur Planning Office at 124-6199.
Sincerely . '
.•,:►...,.~L...~
• LEON CASH, PE
, Regio Planning Engineer
LCC;ja cc; Applicant
Project file " . Poet-1t` Fax Note 7671 ~°~~g pagea~ ~
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. ~ . _ , _ _ _ _ . . ~ - - - ~ _ ^ . _ - - . _ _ . . . - , _ - _ . -
~
_ ~ _ . . _ - - _ _ _ _ _ - ~ . _ ~ _ - - ~ ~ - - - _ _ - _ _ r - - . _ . _ -
_ • - _ - ~ - _ _ , _ ~ . . _ . . - , - - . _ _ _ . _ . , - - . - - - _ . ~ - .
_ _ ~ _ , _ _ _ - _ .
_ ~ - - . _ . _ - _m_ _ _ - - ~ _ _ . - _ _ m - r p ~ o~ . - - ' m co
--C ~ . _ ~ - . _ _ _ - _ _ ' _ _ _ _ 4~ 0~1 h - ~ _ h J o f~ I` ~ ~ _ _4~. ~ - - -
~ - fi39 . ~ r n 7 _ - ~2 0
. . . _ . , ~ #2
. .
.
~
S P OK. A N E • o~, C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
MEMORANDUM
DATE: September 5, 1995
TO: Tom Davis
FROM: Doug Busko, E.I.T.
SUBJECT: SEPA Checklist for Holiday Inn Express, E. 9220 Mission
No. 95005962
Compliance with the "Guidelines for Stormwater Management" is required for the entire
parcel. Applicant should contact the Spokane County Building Department for
compliance to Fire Apparatus Access Standards. For any new or modified access to
the Public Right of Way, an Approach Permit will need to be obtained. Typical road
improvements will be required for developments of this nature. These improvements
will include curb, sidewalk, and additional asphalt along Mission Avenue, and the
removal of several driveway approaches along Mullan and Mission.
1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
• ' - - RECEIVED
f
S'PtiJi;'J ~~i 7'-~ ~ El, \ ~r
i ~y 7 ~I~Y11O~7 f~/~~TAi..t +V{~~11 •~"y ~CE AUG 3 1 199y~~
7M
~ETERMINATION OF NC3~~~G-NIFICA~~~ ~~OKANE coUNrr~~~INEER
FILE NTJMBER: 95005962 •
LOCATICIN OF FRO'POSED: 9220 East Mission.. Snokane. Wa. 99206 .
DESCRIPTI~~ OF PROP~SAL: Four storv. 142 unit motel & restaurant .
FROPUNENT: Holidav Inn Exoress: KVC Develonment Ir,c. clo Clav C1ausera 4907 S.
Psagress Ct. Veradale_ Wa. 99037 y .
Rcsponsible Ofricial: Tames L. hlansan, Director
clo Thomas L. Davis, Cade Complia,nce Caordinatvr
Spokane County Divisivn ofBuilding & Flanning
1026 West Braadway A.veriue
Spokane, Washington 99264 (509) 456-3675
Spokane County, the lead agency for this proposal has detennined that it does nat have a probabte
significant adverse irt1pack an the environrnent. An Envi'ranmental Izapact Statemen# (ErS) is not required
under 1tCW 43.21C.030(2){c}. This dccision was made after review of a compleied environmentai
checklist and other infnrmtion on file with the lead agency. The infarmatian is available ta the public on
request. •
There 1s not com.ment periad far this DNS.
PC] This DNS is issued under 197-11-340(2); ih~ lead agency will not act an this propvsal for the
requireci 15 day review period comrnencing orr August 31, 1995. Cornments pertaining tv this
checklistldetermination must he submittedlreceived no laEer that 4:00 p.m., Sept er 14, 11995.
Date N/_~ Sigriature
You rnay agpeal this determination with in 10 calcndar days aCler it becarnes fi nal: '
The Board of County Cortunissioners
1116 West Braadway ,Avenue
Spakane, Washingtan 99260
The sppeal must be submitted in writing no later than 4:00 p.m., September 25, 1995. You shauld be
prcpared to rnalce spccific factual objections.
Contact above responsi6le official to read at ask abaut the procedares fvr SEPA. appeals.
*~~******~~*~~***~~**~**~~*~**~**k**~~*~*~*+~******~*~***k~~~~*~~*~*~~*~~ a.:~
A copy of the Deterrru'natian of Nonsignificanc.e was mailed to:
5go1ane County Engineer°s OfFice Spokane County Heaith i]istrict
1Vir. Bill He[xkmings T3avid Swink
Wa. State Dept. of Ecology rire Distriet #1
Envirartrnental review Section - Ms. Barbara Ritchie Paul Chase
Spokane Courity Air Po1lution Cvntroi Authority Wa. Statc Dept. of Sacial & Hcalth
IN& S. Edward I-layes Mr. 'I`om Justus
Vda. State Depi. of Transpori.atian
Ivis, Jana AugenstinefGregg Figg
. ~
Svor.AKE w-rrvlao."EKFU oRoiUArcCE .
(V;L 197-11-9G0) Scctton 11.10.230(l)
Envlrorn+ental Checkllst
F 11e Ho.
rurpose or cncctit:c: . , ,
Thc State Env{ro nwental Polfcy Act (SEPA) cfiapcer 13.21C RCH. requlres ♦11 9overnwenca! ayenclcs to conslEer the envlron.►ental tapattt of a propotat
Oefore w+k{nq Aecisions. An EnvlronK nt+) lmpact Stateeent (EIS) .wst Ec prepared fo♦ all proDas+ls vtth probable tlqnifitant adverst 10paCti on
~ the pualtty of t1+c envlrorreenc. The purpose of thts checkllzt 1s to provide lnfo Raacton to help you •nd the aytncr identlty tapattt fron your
proDOSaI (and to reduce or •vold S.pacts froa tAe proposal. 1f tt Can be done) snd to help tl+c aqency decide vhetl►er •n EIS 1t requlrcd.
lnstrvctlons for Applltants:
, Thls envlro ew.entsl cAecklltt asks you to descrlbe socae basic 1n(orm4tl4n abwt your proposal. Govern*ental a9enciei ust this chedcllst to deteruine
vAtther tAc envtronmencal ic,qacts of your proposal are sfqnifltant. reautrlnq prcpariciun of an E15. Answer Lht Questions brletly. w1tA 4he wost
pretlse lnfor..ation kno-in. or ylve Che bcst descriptlon you can.
1ou .ust snsver each Questlon acturat--:j :.,G to the best of rar kn wicEqe. In oost ca:es. you should Oe tble to ansver tht avesttons
from your ovn observattons or proyeet plans without the need to Atre exDerts. If you really do not know Lhe ansver, o* it a QuesClon does not applr
to rovr propos+i. .rrlte 'do not tnov' or 'doet not app1y.' Canpletc •nswcrs to the avestlons r4w mar •volE vnneeessarr deiars tater.
So oe qvestions ask ab wt qovernrental requlatfons. such as toninq, sAoreline. an0 lana+aark bestyru tions. Artsver these QuestioRS If you csn. lf you
Aave proble+.s, the govern•ental aqenctes tan asstst you.
The ehcekllst questlons apply to all parts of rovr proposal. even tf you-pl+n to do tba4 ortr a perlod of tiwe or on dlfferent pareels of lanE.
Attach anr add/t1on.1 lnfon+Ktlon that vill detcribe rour pro0ostl or its enrlronaentO tftttts. jl+c a9entr W rhfcA you subw1t CAis Checkitst owr
ast you to explaln rotir snsvers or provtide additional infonaatlon reisonably related to deteratelnq tf tAen aar be siqnllltanL adrtrst 1wpaet.
Use of chectllst for noeoroject proposals:
Casplete thls checkllst for nonproScct prooosals. even tROUqh Questlo M may be ansrered •does not +pplr'.
IN ADOITIOK. ea•olete t1,e SUP►lE?1EltTAL SKEET FOR Ic0NPROJECT IICTIOHS(tart 0).
For nonpro3eet •cttons. the references in the theckllst to thc words •oro kct.* 'i0D1ic+^t•* a^d 'Droptrtr or ittt' s!►ould be rtad as 'propasal.'
•prvposer.' and 'aftccted 9eo9raOh1c •rea.' respectlvelr.
A. gAaGRMJno
1. 7me of proposcd projeet. 1f tpolleable: LLd Gl
~
Z. U.e or Appitcanc: CJ
3. A4dress and pAone nu.Der of •ppllcant ot Contaet persoe: r/QLt
y9 v7 cr-v<ez CA-.
. Vt,J'cj,(aCP,..1%I 03 7
4• Date eAeekllst prepared:__j•
s. Jlqencr re4ue:tinq el+ectllse: J~17~~'lYL-~ .~o"~ZI,T\-f K uJI Y)~~
J d
6. Proposed tia4nq or s hedule (1nt1uQlnq phaslnq. if •pp1leaDlei:
r~
v~, ~
7, a, Oo you have anr piins tor futvre adQitforK. expsnslon, or furtber actlvlty nl+tcd to or tonnected vttA thtt vrovosal? If yes. oxplatn.
b. Oo you ovr+ or Aave options on land ntar0y or adjattni' to thls propos;lT lt rt . explaln.
+4 r.~.-Z, - . N n~. ( t~ ~~1,~ b ~s ~ 1 c~ a•t~ ~
~ •
CL''
8, list anr enrtron.enta) infon►ation you knov about that h•; ban prt9arcd, or ill be prep~ tE Qiredly retatrQ to t ts proposal.
~ G b~...~~•G~L~y `k'~'-~ ~ 1 ~ ~ . c a c~
Rev.2/1/68 • ~
SP'f)C~V1L LNV'IROtlT~HUL ORD[}iA21CY
.C 191-11-9603 Seccioa L1.10.230(1) ,
6A+C'l.GV,OQL19 (co4tlawd) . • • .
po Irou tvov vi..char •ppllcaciooA ac• p.oding tac go.•cnsancal •ppco+ala o[ ottvc pcopoaais dtcccclr alC•ccina cha pcopaccY covacsd bp rouc
pcoposal! ]ae, •zplaln. f1at anl ge~• o.~oc appcoval* of pec'w4t• Chat vtll be a&4@ds4 CoC rouc proposai. L( hwMn.
I .
l. Gtve • bcia(. cooplete I*4c[lOCioa of rout ptoposal. lecluding ct+a Ocopesed use• and cM slia o( cM pcoJact aaQ eLta. :hace are •everal
Qwncions Lcec ln chi• cMcklisc chac •ak yw co 446ccib4 ceccala adpacca of Yovc pcopoaal. You do eat e404 'to Cep"t those amvecs aa thlo
Pa[e• -
~I I ~~,~c,~.~.,' 1' 1~~,~ f~..c:~'iF~' a•,. e I ~ ~S -f~. _ ,
J 4•
eic, /4' ~
~ r s~~ a~~'1~ar a Vo'. 7 ✓ZG~i~ s c.v v-rZ~ o,n ~
r'V_5
tZ. Loeaetos o[ t!r peopesal. Clv suIliei4ae lafonaeLeR (or • potsoa to ue~daeataei tM pt~aetas loueloe o[ Yeue peopodoQ peo}aet. lneludtaC a
•eraaC a44tas4. L( aey. aoA s~eeiea. to~klp aod tawga. tf kaevn.. L( a rtope"l Mou11 euuC ovet a tanga.*t a[u.pcovida CM eanga se
bouadarls• o( eM •tteW. lco+ta4 a ligal 44aeeipttoa. alta piaa. vitialq aa►. •a1 eepactaphie .Ap, 1[ eiasonablr aVatLbla. while you
shwld subait anT pLaA retuicel *7 cA• agenc7• rw •et aoe ~~qQrsA te lupllute oap• ot latatlst pLa• aubmltCed vtth aar Pacuit apptlutlen
relitcd co thls c!~ kliat. . • -
Sa(-.-~"~ Cot c~ ~"ss~ o~. ~ Wl, • /~{~t.(~mr.. CC~ .
=-11?a~Muss,~
1 ~-cGS:-i,~. ~-7 n-7. a-7 al~ 0 -7 09. .
13. Ooae Che P[apossQ aCttes 11• vLchia cM A4quil•c iaVattlw Ars♦ (ASA)! :he Ceetcal S*ver Secrica Areat :Tw Frlociry Sowe SeMee Ace&! :he
Cltr oC Spok.aiaa2 (See: Speluaa Countr's ASA Owctay Zaae AeLs Iar beundartes).
1'~ ~-~►1.~~' /`1,sA .
^.0 BC GOTQLL"LD bt AlTLIGAXL _
i. CRVt1CO1Ca2T--AL Qmcrfi'S '
Lvalwcion foe
k.nrr u.. oelr
Geaaeal dsacrloCien ot t14 sice (clccl• ot• (L collint. hllly. ote4o s[o}es, wuataLoovs. ~
ochat:
!
~ .
b. •lhac t• CM steepaac •lop* ea cM •tca (apOcoaL4ta rceeac sLeps)?~ ~
c. '+hat geaArsl cypa• oC wtl• ac• [out%d os cl+e dtta ((omc oKampia. clar. 8404. tcavel. p44c. auck)! . ~
[f yw lmov ttv cLsslflutioa •f a`eieultutLl 4olL. •prtllr e1wa ♦nd w4Ca aay pctaa (acuLad.
. .
d. Aca chata •uc(ac• LeQtcaCtooA er hietoc/ urutalol• •otle la cM tsedLat• vtttaliri If go.
44 attib+. '
AbD•
1 I ~
~
SPOKANE ENYIRO1(11EH1Al 00.0lNAHCE
(VAC 197-11-960) Sectton 11.10.270(1)
B. ENYIROFOSEKTAL ELE1tEHTS(continued) rEvalustion For
Aqency Use Only
e. Oescrlbe the purposc, type, ana ♦pproxirutc Q w ntlties of any filltng or graEtnq proposcd.
Indlute source of t111.
f. Goula erosion ocrur as t resuli of clearlny. tonsttuctlon. or usel If so~ cner ~il descrlbe.
~ c
}C.,
' • 011 o • ~--~P't_ ~ ~ T~f 4~~ ~~7 ~14 ~S~ ,~/1 4
/
y. ADout vhat percent of thc slte v111 be torereE v1tA iapervlovt suM ates •fter project- tonstruc•
tlon (tor example. asphalt or butldtnqs)i
10
f.7f7 ,
^70 /
h. Proposed .easuns to rcdvcc or controt eroslon. or other f.picts to tl►e earth. 1f any:
/ 'Awu'f{' 'I
. ~
2. 1lIa ~
A. uhst type ot emitslons to the a1r Yould result fron the proposal (t.e.. duit, suta+obilc, odors
industrlil, vood smoke) dur1n9 constrvcttcn and vhen the prosect 1s co.+pleteQ? if any.
generally descrtbe and gve ap ro Ztt quantlies 1f 1u~wn. ~s ~ ~2t ~ C%r~1~`I~-t' 0100~~ ~ . .
~
b. Are there •ny otf-slte sources of amttttorts or odor t!►at aar affect your proposall It to,
generallY destrlbe. . •
c. ProposeE weasures to rcdutc o~ ontro ewisstons or other topatts to air. tf any:
~•~.~,~~e~,.,1(-c c -t~
~ . .
.~.y:.
7. WATER •
A. Surfiicc:
(1) ls there any surface vattr poQr on or in tht in.edfatt vlclntty o/ tAe slte Intlvdlnq yett-
rounQ anE seitonal straRS. saltrater. Itkes. ponQs. wetlandsl? If yes. descrlbe type +nd
provtde names. lf approprtate. state vhat itream or r1ver 1t flows 1nco.
AIQ-
(2) WI11 the project requtre anr wrt over. 1n. or •djacent to (vitAln 200 feet) thc EeiCrtbed
wacers' tf yes. pleasc descrlbe and attatA avaliible plans.
Alo.
. . ~ ~ ' . ~
, ' .
sror,axc cxvtROnr~rui. owuutia
%AG 197-L1-960) StccLon 11.10.230(1)
. LNVLAOtR(LNTA1. R-L`2N":S (conclnwd)
CvaluaCtoa FoC
A44ncr Uss On1r
Catlmacd the •mounc o[ (111 and dcadga uc4ctal ctuc rou1Q ba D Lced la oc raroved 1COo the
sutlate vatar oc vaclacrd• •od iadtut• ch• aru o[ the slt• cluc vwld bq a(Cectad. Lradteaca
the sovcc• o! tlll macarlal. '
KVA .
(G) Vtll the proposal [tQuir• ouC(ac• u►tet vlthdcaval• ot diveCelotut Glw ♦=Gaecal Aesecip-
clon, purposa. and •ppcoxinat• quanciclas. tt knwvt.
A to . , .
M
(S) Oos• the propos•1 tia vitAin • 100-rear (loo4 pLiat Ll do. note loutLoe en t1M aite piaa. '
(6) Dos• the pcopo"l tnwlve •ar lischar=as o( vuce oatsclal• co •luctaee votaca1 Lt so.
QestitDs the crpt of Yaste and aetltipatel Molnmr eI diathae'ta.
lild -
n. craune:
(1) V111 gTOVndvaeai la vieNdiavet. oe vtll vaetc 1.4 4LKhaegs4 e• =TOUalvater! Clve geneeal desc[lptloe. purpoce. •n4 approxiwste qutncltiae. if 1a+ovn. '
(2) O*stclb-s vute msurlal ttuc vtll 0e dLsclucgad laco cha gcouo4 ftom •epcit caek• oC achaf
.anieacy vaeca eruwat faeillty. Oaoectbr the geeucal stee e( the syste. tAe nabsiT et ,
houss• co Oa •ecv4d (1C apqlicable) er the wwabac o( p4caeti tfw tYatie(s) •re •zpectad to
•ecvs. ,
Co4n-e~'
Daocclbe anr syscime. ochar thaa tAos• la*t6aad (oc the Atsposel o[ aaeltatr vuta. / r•
1MCallt4 (ar the pvTpese ot di*cAacglag [luldd bslov c1u grouod surtaea (Laeludt• slscem• sueh .J~~ Z►r
choss (or cM di.po.al o( .cocs vacac oc Iratnaga Itom [looc dcataA). Qssetibd the trpe o( A-~
~rsteR. the awuoc of muteClal co ba d1spoG44 e( cACeu~h tM •rscea aa4 tha typt• o! ~ ceria`•
likely co oe disposed o( (inclwdins aacectal• vhicA a. •atat the rrtt~ lnadverteatl thtouh 3
sptll• of as a rasul[ o( (is firAtloC aecl~lt .
S'~ erK W~LL.. C~
6Ct
G. ~otT ~ ~S C
I
6,) m ~ ~r
(G) vill •nr ch.ateals (aspeclallr otganic 491vont• •e p4etelaw [wls) bq •t*e%4 ls asovr
irouod ot undorgroval acotag• caalut If •e, vpaC trpo• aod luaattcla• metaCt&lA vill ba ,
•COTed'
Af C/'
. , .
SfOU~Ni C1fP,1A0ttTdf(IA3~ ORDI104CL ' f
(vAC 197-11-960) S.crlon 11.10.230(1)
LNqIROM~T~TI~I, [LL~Q1f7S (ton[lnu-d)
ivaluatlon ►oc
k.oq u.. onlr
(S) %r+ac pcotectiva «seure• vtll b• c•kcn to iosut• Clu[ l&alca o[ @ptllG o[ •ar CMNL1c"• • .
•cored oc u•cd oo .lts vlll noc be allow6 to percolat• [o grouodwtt[ (thls laclud4• oaA@uriS
to kNp tMmi~l@ w~ o! d1eposal •rscaus desctlbed ln 3b(2) •od 3b(3)2
l~
/
C. uacsr Auao[1 (lncludln= •toca Wacct):
(1) Dascribe tha •ource o( tvnott (laclvdlng scors vacec) •nd meclod ol collectloa aad dispoaal
lf •n7 (lacluda Qv&ncltl*G, 1( knovn). VT►Or• vlll chl• vrtac (low! V111 thlli r+Ca[ tlev ln[o
oChe[ vatets.' I[ •o, dootTl i .
~~o ~:n w~, w~C l b-~- Co~~-~ o g'•
Sc~~1s o~, s,~,.
(2) 'JL11 anr cl+ialeal♦ ba stoced. handlel oc used on t1+e •ita la • loutioa wMce a •plll or
lsak vlll drata to •urtac• or gtoundvatar ot to • ato n vateT dliyo wl •rstm dtsetu [giRg to
svr(acs or tTOYnENCtC2 IV~-
(3) Could v•c• ..ceclals •acec =Core►d •r SIAC!•e• r.c.rGt It •o, gQA.taLlr W mer11e. .
i1/O~ ,
d. Tieposod measures to caduc• oc ceatio'i •ucfaes. ground. •ttd cvnofl votai te►acce. tl anr (lI
t cha pTOpo644 attloR 1104 vltAla [M AqultGc Sensttlva Are• 1a topeei&llr Cleat ot cfcylaea[loes
r relating to (aeilitie• eonce le~ Seccioos 3D( ~1(S). a d k(2) thLa cMtkli t)t
~ vl~v* ( I - ~w c>-%, s),
.
)0-4-z
~ a. tu~rts
a. Ttck oT cirtle t7p4 of vatataclen fouad on tM aica:
~ dstlduous t[*s: aldee, upls. •opan, othac. - •
. . ~
tveit[een cree: fiC. cedar. plne. otMr.
• ntuba . grars.
j-T- .
pasture. .
crop ot graln.
v*t •oil planca. cactail. buccercup. lullrusf►, akun1c cabbaga. otMs.
vate[ plaa[s: %atet llllr. aalgtass. ail(oLl. ocluc. _
othar cypes of vaiteCaCloa.
D. Vhac kind nd awunc o vegatati a vt 1ta roov.d oc •lcars61
) l Viesk-now. ~ ~c. l.iet chr~caead oc eodaegeced t• ba o0 0f edar tM @tte.
d. Proposed landeeaping, w• of oatiTO *Late. ot oeMe +.easure• to peeseew oe aohaaea wgeea[loo
oa h• alts. 1f aor:
~ Vel V',~~
~ 5
SPaxAHE ENY1ROnnExYAL oao[HAnCE ,
C 197-41-960) S<ction 1i.10.210()1
EHY1ROtaiENTAL ElfHEltTS (tonclnutd) Eraluatton for
Ayency U:e On1y
AN(MAIS
A. C1rcle any birds and animals which have been observed on or aear the slte or are known to bt on
or near tht s1[e:
birds: hawk. heron, caqle. sonQbtrds. other: ,
rAmaalz: deer, bur. elk. bewer, other:
(tsh: bast. salmon, trout. herriny. shellfish. other: I~VIC.~w .
other: •
b. lisi •n threatencd or endangered tpeties known to be on or netr Che tttt.
c. ls the site part o( • wtqratton route? tf so, explain.
d. Proposed aeesures co preserve or enh4nce Y11411fe. tt tnr:
/tA w
(
S. ENERGT AttD NANM itESQt1RCES
a. uhat kinds ot enerqy (electrlc. nacural qas. waod stove. solar) will be uscd to seet tl+e
the tocepleted projeti's cnerqy necdsT Descrlbe whether tt v111 be vsed for heattnq. manufat-
turtng. ctc. _
C,~ l ' ~e~.{~•~A C~~•~ 1
b. Vovld your proJect affect the potentlal u:t of tolar enerqy by adjacent properttesl it sa.
qenerally descrlbe.
Alo -
C. uhat k{nds of enerqr tontervatton features 4ire included {n the plans of cf►is proposal? list
other pro0ased measures to rcduce or tontral nerqp iInpatts. 1t ~n
~'e,~,~ ~ '4y (~v~'
1
~
1. E1lYiitOteIEHTAL 14E1llTN •
i. Are there any envirorwsental health haiirdt. Inclvdie9 ezqosure to toxlt chemtttls. r1sk of fire •
and exploilon. spill. or hazardous vatte. tAat covld ocCUr is a result ot this propotill lf so.
destribe.
(1) Oe:cribcc~ eRe rqency servlcet trac Rtyfit be rcQulred.
St0lAYL LNVIAOfALLKLL ORDLNAttR
~ 197.-11-960) S+ccion 11.I0.230(1) k
L`fp-IROHidT('LAy.L1T2172ftS (conclnu•d)
• L.~lu~Clon ToC
J40ocy u.. only
Tarvlllo1r¢1r.,kL xzAf..:x (concinu.e) '
~
(I) lropooed wqa.uras ro raducc or cpnttol :-'.trorjasntal hsaltfi hacards, !l ♦ny:
CD1
, b. 1iol.e : •
(1) Vhat types of nolsa exist in cho ari• vhlth "7 alfect r a+t projeet (!os stuwplat tra((tc,
•9"9rnt o •racion. ~ c1+*T'.
~•.~~~~,/C.~ ' t~ ~ ~'C d (7 ~1 cy~. ~ Qo~I
~r
(2) UT►at trpes •e+d lcvel• o( oolse vould be tlCSaced bry ot associated vitb cM proyact oa a
•horc-ccre or • lon;-cenm b•&!s (for esa.pla: csafflc. cocutrvctfon. opesacloa, o[har)'. ladieate
vh~"t ~ours noies wFuld coae ( tht •St •
Troposed Obururr to redue• or cow ol ftolsa ispacte. •art
A
1
b. I.A:JD AND SklORL1.IUL USE ~
A. Vf►at ls he turtent w o( the sict •nd adjaeept D~pecties1
~ . .
p. Kaa t site becn us~d for aitlculcurs! •Lf •o, dascribe.
n5 cr l v~.'~ r1 Q Z~~ •
f ~
C. Deseribe anr scrvccu~ a on c~•lta.
~c~
~ •
d.., Vill any •trvctured be AcsollgMd1 it •o. vhith2 a4 A
e. Vhac t• cha current :oniat clasalflutloa of cM ticel 4e..3 _i
t. uhac li the curreot cmprspaoaive pLe deslgnatlon ot tl+q si[ef
9. II •pplitablc. vAat is cT►t curtenc shorcliae sastar progTa• doeignacioo ot [ba-stcef
.
4
h. H&• •ar part of cM •lta pero clawitiad •s 'snriroawncally •so+tltlrs' a[u? If •o.
•yetit7. .
Not
i. Approxia.tftly hov ►.ar p•ople vovld tes1de ot otk 1a cY.a Corplatad pc+ojaccT
4J' 0 . 3c~ .-e0~O . ~
~0
~
SP9fJl1JL QZVIZDII2¢NLL ORDLHANCL (vAC 191-11-960) 5.ccioa 11.l0.230(1) '
D. L?mLAOMtL'RTA1. CLadKTS (coeciawd) 'valwtLon For
k.o~ v.. o~r
ApproKi.rt•Lr hov a.nr peopi• vould Che tompleced pcoJeec d1mpLeai I~ ,
k. T opoo~d wraeuce• co zLd or adue• dLeplae 4ac lapatu. 1( •ny:
• ~ ~e -ec G c~15 ~ ~ .
' • ' C<-e,W~.s~r,~- .
1. ltopos•d .aa.uce• to ansuta tlw p[opo+al 1• cowpacibl• vich asisting •ad pco}acced LrA use• aod
pl•ct• Ll aaJ: , ' I
Pro \1~lIkk ~~~-Q V`~~
~.c/'~c ,~~-~c c_f.c r~ Z o-•~ I~~,~-r ~,c~c .
. ~
.
1. HOUSIHG
A. Approxiaacaly rov unr vnits vou1d w pcovtlel, i[ aari tadicac* vfvcf+ac high-. ulddtr, oir
lortacoom housiag.
/(/r~n,x , b. Approsi+ut4lr hnv aaer uaie&. Lt aaY, vou11 De •11ainae441 indLut• vheehac Aigh-. UL"lro or
lov-tncos• housint. • 1
1 C~o~'Ll~ ~t~t~ ~
C. Proposed .uowre• to tsdut oe toacto[-heuslag !op eto. 1 ♦art A
~ ~ I 1 \.~a, i J"'~V'tA d ~
~ ~ .
q
10. A.LSnIElICS . .
a. Vhac L• chd tallast l+eithc o( aaY Ptoposed sccvctuta(a). not LOGLYdSAC aetarneat V1ut to cha
prie►eipal esepriee ouLldia~CFU&4cial(s) Fee9e4411
~
2~
l C~ 5 r~~ ~19 Mwyu rn%twi he+1
J
D. whac vt.vs ia cha taaepdia.t• vleLalty vould M altsreQ o[ ebdttvcCedt
C. Proposed %s*eure• eo red~ or tooeCel reselwtl tmpaeCa, tI •ter .
/t/o n-~, e~~,:y~. e~ C►~~a,~; .
~ ~ • - r:,.._.
ll. LICH- tivo aau •
a. :rfuc c p. b( 11tAt oc g r• vill cM P poa.l produeaT 'J1ue tisa eC d•r ld 1c u.laly oexue!
A A~J; D/ Ce&q c(j /At
7-
b. Could light o ~Lce [too tM I1n1sM1 pro}4et loo • ufeq lucatd •c incettaca vtCh •tew1 ;
b ~
c. vh&c •:taclas o(C-stc• •oucca• o( light o< <lac• aay aCfecc youc ptapeeall 1~
~
49
.
d. fCopoead au~u to caduce or ont[el llghC and CLCa tApaCte, lI •nrt
A-7
,
~ • STOUIXL LNPL0.0N1QNi11. O1lDIHANGZ (VAC 197-I1-960) S.ctioa L1,10.210(1)
. ~ . ~
4
A. LNVIAOTQtL7fLAL LI22QNiS (eonciowd)
Lva1wCloo Tot
antr U~• On1Y
Ag
12. rlLC1lLATI01t
Vhac d..iRuc .nd Lnfo~ul r•ccuciooal oppoCcaalcl•• •r• ln the laaediace vicinicTi ~ 1~~.~~ . '
b. Vould the pro o••d proj•cc diapL c• aer eXistlag teCT w tlon.l uoso1 L( •o, d•scCiDe.
/ \L~••
C. Troposed •&aou[a* to radute oc coaCtol lspac[• oa TecraaClan. intivdtag fatreacionAl oppoTtval-
clao to be pcovlded bq the pco}ect or •ppllcaat. 1f •nr:
~-c--~ ~ • _
~
U. ritS:O1lIC 1►NU CVLTVRAL TRLSLRVA:20N '
A. Are thera aar placas or objec6o llsted on oT proposed (ot aatlotil. •tace oc loeal prssecve- . "
tio~ ragiswve► to be oa oc esxc co t!u •itel If so, ieegrall7l Qeoestba.
ALY D. Gen erally disetlbe •ay Le►duarke frSdeM• o[ A1oeotie aTCMeolofteal. rtf.eaei[it oc tultusnl
iapoccaae• ovn co be o0 oc nexc to_ttu •1ta. -
/I~~J`~
C. troposeQ foaiou[e• to rsduee or eoetiol lmpatts. 11 •er:
1~. :r-AtiSTOX-.ATION
A. Ideati[r pvbllc •trtec• and highvay• serving the sit• aed dasctibo Proposed aecess to the
exiatl aceeec SrOceU. SI. n •}ta t1a w. lf •ar.
~ " I ► SS a,,.~ ~ 1 v ( ,p
e. Io •LCi cucr4otly •er►.d er publie traosltt Il oee. vKat 1e the •ppeoulsat• dlstanes te the
~ n u c•.t cr•oAlt •copi
c. ilov aaer p•rki space• vould the tooplatal pro~ et hawt 3bv aaey vou,ld the project a11mRtsata'
l,'✓yt
. . ,
. . .
d. V111 :•Quire •ey oav read• •c •cc « ta. or Srprorasaecs to axte[lng LoaI• oc otra co
noc locludi lvevaya) If •o. tas+cally deseribe (IoQiuta vlrcMt publie or pcLvata).
e-~
e. Vill cM pro}act v94 (oc •etur !n CM 5o..edlata Kcielt7 0() vater. caLl. ar alr frsoipoetatioal
LI •o~ jeoAral ~ daseribe.
9
. ~ •
~
. , ~
sroWM cxviaotrrctKut. oxntxArca uAC 191-11-960? 5<etloo 11.10.230(1)
. Olvtlt0lo@f_AL RT?QN'TS (con[tcwd)
[valuacioo Ioc
• A~~acr 0s• Oolr
C.
v-^
Rov uny whttul#.: trlp• per day vould M ganecated by cha toepletad projetti I( Irnavtt, n
tadltaCe vhae puk vould otGut.
cA
n~
I
t. Icopo• sd&sut44 co ~ad a o[ o cTOI ~at+• ctatton lupacts. 1 ae+ t 1 i
0&~
~ ~ 7d /
. ~ ~ 4~ ,ra.e1
> !?9 _
f pG7C 7 ~
~-c~
y, ~ = q C-2
. M 7-4:.U he. -ecQr-~? bc r,n.~.-e.~
15. PUaLIC SLRVtCLS CLA'tt;"~~Y~•• ~
A. 'lould th+ projatc cewlc in •a lrera~ged nead loe publie oetvlts• (loc ezssple, (lea ptotaeeloq.
poi: n pro:~ccio . h4alth eaee, •ehools. othae)t Il •o, tenetall describd%
V t. ►~~3 0~~ c~ ' ~.,n
Dltt tan►ices, t' anr• ,
b. Propoeed ••vr~• to tedvca oc conerol dlteet lspaei~VT4
~
~ T
16. Il'~ ILI:'ICS • . ~ •
M. Clrele 1 uRS.tly aveiLble •t che slte: r-l-ct, Cr.CcuCsl~ ~~c• [s(u~a
•aevtta talephon . •aeltacy seva[. •eptie Grstti, ottrtr.
L. DescrlDa th• uclllties chac •ce pcoqosed (oc che proJ4cc. the uc111tr pTOvLdLag cfia secnttg gsd •
the :eneral coeucruceioo •eeivttle• oa the 4te• or ta the lmmedlac• rielnltr whleh dthe ba
needed. ~ ~ + •
5'r;,,~'~• Q1 ~ /Kl ~~1. C~''t~
, r .
C. SICNATURL
i
I. the undersigned. wur undse eha pseult7 0[ parjuey tlut CM •bovi- caopotuqa ar• ude eNCAfu11r ae►d to the ptsC o[ ar kaovlsdge. I also
undecataad cluC, should cMc• •nr vtllful aiarsprasinCatlon ot v1111u1 lack ol Iull QLatlowc• oq q parc, the aKenct aar vlcMrav aar
detenaLrsacion of nonsignlfltaoc• ttut ic dght lasw La caltaoc• upoe Chls cl+aekliat.
Oacc: lcopoo•nc Ock'V V C (a(,k~/V -rA `I u
Iilau• tTlnc oe Trpe)
r !
Peoponenc: / Addreso: C41
/~c• (il
Tatso~ co~pleti~~ (o~~ `fi~S/l~ O~t~s
ffioe~a :
TOR ST/l71' QSC OHLT
SCa(( sabaC(a) ftvl4vint tfvtkllac:
tasaE oo Chl• •ca(( c4vl4v o( che •ericoa.motal ch+ekllst •nd ocha[ rttlaqnt 1o(ocvtioo. tlv •CaCf:
A. Coacludee tt%^c Chara •ce no probabla stgaltLunc adwcdd lapuu •od C4c0.s4od4 • d4c4r1►loattoo oC noaalgnlficaacS.
1. Gooelud•• CMc pcobAble •1CalCleanc ♦dwce• ~a.2c~ow..ac~.1 Lap4tt4 de ax1sC (oc CIw tuertnC p[opoeal anQ caCOarraQ• a delcat.d Q4Car-
-LMtloa o( oocottotClcance KcA toodicioti.
j MI$CIIUN
lC'~r.-•--~--•- .rG~-' -~----~--•~r-F~ ~ ( f ~ { ~
Y hr ~ `
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CMFRA 5131 i f i11fY4
Ftt ueu 121,545 So Ft
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~ ~ ~ Nold foptprnl t~.tlBt Ss ft.
1 i 1 •
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1 ' ~ wub+ 8.-~.
kulbn
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~ . ~ Ma%~ i~mr-Cwt+~aMd e~aato~t (.o e~iq:
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1 . ~ Np rpslauronl
LOOD]/kMt OEsk/rOflictp
Vod
~ 7a quest rooms
11bad IrarA
. ; ~ ' i Sp~n4xr yst~m
. ~ a Secad fl.
33 quesl rooms
Z ~ j~ . . ~ 7 p ~ Thid and fwrtr floor
c Iv O ~t 38 ¢HSt roam! (Oe', fbof'f
j TWd numDU ol qu"t todnf ;sCt37
] ' ~ ~ , t j
~ ~ ~ 1 1 ~ • ~ 1
I ~ / • - - ~ ~ ~ 1
• ~ ~ > ~ ~ ' ~ ~ PAMNG ~
~ notd -1 pu gueat foan •cqurca
1Y7 Aal roomS. 137 po*'np slatl> >fovbaf
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ADDRESS: q 2- 2-c) o
OWNER: er\,r el-+ PHONE: (P~1 • ~ (os~ -
ADDRES S:~' ~-}o I l c.u-~d~
~4Qh4uns. V\/A cl ci 2.) R
~
BUSINESS NAME: lr\_r~
CONTACT: -4L-45sO -pa c~ PHONE: y-~~ •GI~j~ 8
ADDRESS: C ' (,C~'De ! l cind, C .
v\l 9CI 2-t ~5
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LEGAL DESCRIPTION:
PARCEL NUMBER: U- r; Lrl_2 . or7 nr1 cn rl Oa
DETAILED PROJECT DESCRTPTION: -b~j- rc,o m)
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ACTION : S SCREEN : ANFO USzrciD : CARB
I ASSESSOR'S INFORMATION DATA SCREEN----------------
J, ISDICTION= 11 YR= 96 ROLL= RE"PARCEL= 45172.0708 "I -
OWNER VANDERVERT, RICHARD A& BONNIE FIELD BOOK. 00712 OP
STREET , 000055 E LINCOLN RD #106 ACO:' ADDRESS, SPOKANE WA 99208 ACTV: STAT: A,%
I . EXMP: EXMO:_ '
SITUS 009222 E MISSION AVE -•ADDO: N' SASS: Y'
ADDRESS SPO TAX DISTRICT: TD2640 PROP: 1300
LEGAL: OPPORTUNITY PT OF B20 E127FT OF W227FT OF NE1/4
:
ASMT: . TOTAL MKT-LD CLS-LD BLD.G-1 •OTHER0/R METH~D
BOE/_SBTA: - - . - ' , A . y
FINAL ASMT: 203,700 130,900 0- -72, 800 _0, N $EXEMPT,IONS : • 0
TAXABLE : 203,700
, . -T-----------------------------------------------------
SALE- lo,: 9500 3513 DATE: 02 24 95 INST: WD TRAN:*•B PRICE: 450 000
SALE- 17512 0059 DATE: 08 01 75 INST: TRAN: C PRICE: 127 000
`c .
. ~ .
A~TION:'S SCREEN: ANFO USERID: CARB . •
-T ASSESSOR'S INFORMATION DATA SCREEN
JURISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45172.0709 -
-T
OWNER VANDERVERT, RICHARD A& BONNIE FIELD BOOK: 00712 OP
STREET 000055 E LINCOLN RD #106 ACO:
ADDRESS SPOKANE WA 99208 ACTV: STAT: A
i EXMP: EXMO:
SITUS 009204 E MISSION AVE ADDO: N SASS: Y
ADDRESS SPO TAX DISTRICT: TD2640 PROP: 1300
LEGAL: OPPORTUNITY W100FT OF NE1/4 B20
-
ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER O/R --METH~D--
BOE/SBTA: A
;FINAL ASMT: 177,700 153,300 0 23,300 1,100 N$EXEMPTIONS: 0
TAXABLE: 177,700
-
- -
SALE- lo: 9500 3513 DATE: 02 24 95 INST: WD TRAN: B PRICE: 450 000
SALE- lo: 7512 0059 DATE: 08 01 75 INST: TRAN: C PRICE: 127 000
;
- ~ -
,
A~TION:~S SCREEN: ANFO USERID: CARB
ASSESSOR'S INFORMATION DATA SCREEN ~~---------------H---
i i~---------- '
JttTRISDICTION= 11 YR= 96 ROLL= RE PARCEL= 45172:0707
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~----H---
OWNER BOW FACILITATORS, INC. FIELD BOOK: 00712 OP
STREET 000717 W SPRAGUE AVE 087 ACO:
,
ADDRESS SPOKANE WA 99204 ACTV: STAT: A
' EXMP: EXMO:
SITUS 009224 E MISSION AVE ADDO: N SASS: Y
ADDRESS SPO TAX DISTRICT: TD2640 PROP: 1106
---------------------------------------------------------6--------------
LEGAL: OPPORTUNITY PT OF B19- 20 W55.3FT OF N1/2 B19;NE1/4 EXC -
W227FT B20 '
;
ASMT: TOTAL MKT-LD CLS-LD BLDG-1 OTHER 0/R METH D--
BOE/SBTA: A r
FINAL`ASMT: 75,200 18,100 0 57,100 0 N R
$EXEMPTIONS: 0 ~
TAXABLE: 75,200
-T
SALE- lo~: 9500 6860 DATE: 05 31 95 INST: WD' TRAN: R PRICE: 264`.500
SALE- lo: DATE: INST: TRAN: PRICE: I
o ~
~
I '
iY
a~ ~ O U N '~-Y
5 P V IG !J E
Or•Ftcr or. Tt ir: Cc,uN'rY FNc:INf•.f~.R ~ A DIV1SlUN of 111F. PUBI.IC WORKS DFPl1R'RMF.NT
Ronald C. I Iorminn, f.F., County `ngineer Uennis M. S , Ditector
AGRL, Li MENT TO PAY TEES 74
ENGINCER'S AGRCEMEN'1' NUMB[;R - 5. 5- 1~ /
Tliis agreement betweeii Spokane Couiity and Larry Sul l ivan ,
kiint„e ot
wliose interest in the project is OWner Representati ve ,
ti.e, pmier, agenl, eic.)
is e»tered ititv this 25 di y of January , 1996 .'1'liis agreerriejit is applicable to the project
luiown as: ^p5~. E. 9220 Mi ss i on Ave.
~~rajec ac ess or i enai c`& TiT'e nuniucr)
~ That the i»ciividuals and parties nai»ed herein as haviiig an interest iri the above described property or project
agree to the followi»g:
. 1. Reimburse Srokane Couuty for project review and inspectio►i fees as specified in Cliapter ~
9.14 of the Spokane County Cocle. 'I'he fees will be based on actual salary cvsts ilicurred
by Spokane County for project reviews atid / or itispections plus a ten percent
' administrative charge, ancl will be billed monthly as accrued. Any billing amounts due,
includiiig any expenses incurred in the cotlection of an overdue account, must be paid
prior to the County's acceptance of the project for filing. If aproject is approved and/or
filed with a balance still owing, tlxe utipaid balance sliall be paid within 30 days of the
invoice date. 2. 'I'Iie uildersigned agrees tliat lliese fees are due and payable upon receipt of the b+l(itig as
speciCed above.
3. Any invoices ilot paicl witliin 30 days of the invoice date will be co►isidered cleliriquent.
lF any outstaitding balaiice on tlie account for this project is tiot paid withiel 30 ctays of
tlie irivoice date, no furllier reviews of the project docuinents will be conducted utilil the
entire accouiit balance is pa+cl. Any balance oti the account for this project not paid
within 65 days of the iilvoice date tnay result in lega) action or the initiation of other
collection procedures, i►icluciing referral to a collectioii agency. '1'he SPollsor wil( be .
liable for aiiy anc1 all expeiises incurred by the County [or the collectioti of overdue
accoutits.
4. The mottlltly billicig sllould be sent to the atteiitioti of: .
NAME: KVC Devel opment, Inc.
AD1)RESS: 4907 S. Progress Ct.
CI'rY, STA'CE: Veradale, WA
.
Z1P CODE: 94037 " .
I'IInNF 928-6848
I understand that failure to pay these fees »>ay result in delay iil completioti or approval of the project or ottter
possible sa»ctions.
0 lf this fee agree»ient is coriipleted by someotie other than the Spocisor (i.e., the project
owner ar a princinal in the firin srotisoring the project), such as tlle £.ngineer desigtling
the project, tlien wrilten authorizalion from the Spotisor snecificaliy nutliorizing tlie
Ageiit to execute this Fee Agreet»eiit is at acfied to iis ree Agreeiiierit.
S1tiNATU.RE By: ~
U
Larry Sullivan ,
(PRIN'I' N AME) KE'I'URN YELLUW CUI'Y '1'U SI'UKANC C:UUN'1'Y CNGINCEItS
k1plNgreemen.fee 2/1/95
1026 W. Broaciway Ave. • Spnkniic, 4VA 99260-0170 •(509) 456-36t1U 1'nX: (509) 324-3478 '1'UI): (509) 324-3166
f .
kVc Develo-pment, Inc.= ~
Januery 25, 1996
Spokane County Buiiding Dept.
1026 W. Broadway Ave. Spokene, WA 99260
RE: Holida y!nn Expneaa - Mission and Mullan
Dear Sirs: .
As the Sponsor of the above referenced project, consider this letter written
authorization for Larry Sullivan of Attwood Hinzman to act on our behalf and execute
the Agreement to Pay Fees.
Sincerely,
Clay V. Clausen
"Deveiopers, Owners and Operators of Quality Limited Service Lodging Facilities"
4907 S. Progress Ct. Veradale, WA 99037 (509) 928-6848 928-8860 (fax)
, . ~ .
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S7'ORMWAT'ER DRAINAGEREPORT
fo r .
IIoliday Inn Ei xpress
9220 East Mission Avenue, Spokane, WA
in the NW 1/4 of Section 17, T. 25 N., R. 44 E.W.M.
. Spokane County, Washingrton
Site Layotit: KVC Development
February 12, 1996
Report Prepared By:
Simpson Fngineers, InOFFICIAL pUBL(C DOCUMENT
~f'OKANE COUNTY EfUGINEER'S OFFICE
North 909 Arganne Road
Spokane, WA 99212 OR
,eq A.
PROJECT #
1'ROJF:C7' NO. 13296 SUBMITTAL # i
FETURN TO COUNTY ENGdNEER
k * ~ I'ABLIE oF CoNTr NTS
Project Description ~,tis F• ~I,~
w~s
f`
"208" Aond Volume Calculations A ; y z ~
Drainabe Basin Data
~
9967
Forniula Hyclrology & Bowstrulg Calculations
~'S10NAL SDI~G
S.C.S. Soils Map and Descriptions ~L ,.,iIEs 9-7
Supplementary Map: "208" Drainage Plan
Stormwater Drainage Report for: Moliday Inn Express 2/1396
Simpson Engineers, Inc. 1
d ra i n a g e31c a I c s 113296
AROJECT DESCRIPTlOr1
The project site is located at the northwest corner of Mission Avenue and Mullan Road in
the Spokane Valley. The subject property consists oFthree parcels, with two combined
for the motel and parking areas. The third parcel, at the northwest corner of the site, is
projected to have a restaurant, although it is not firrnly planned and is thus excluded f-rom
this project. The existing ground has a gentle slope from northeast to southwest. .
The proposed project encompasses construction of a new rnotel building along the south o
property line, with asphalt parking areas to the front and sides. The building will be about
12,500 sq. ft., with.a composition roof sloped toward the north and south.
The site will be regraded to create six on-site drainage basins, referred to as Basins f1,13,
C, D, E, and F. For retention and disposal of stormwater collected on the site, six "208"
grassed percolation areas ("ponds") will be constructed, one for each basin. Basin A,
which consisfs almost entirely of asphalt parking surface, will drain to Pond A, located
along Mission Avenue at the north end of the site. Basin B, also mainly asphalt, will drain
to Pond B at the northeast corner of the site. Basin C. consisting of asphalt and some of
the roof surfaces, will drain to Pond C just north of the main building entrance. Basin D,
at the east end of the motel building, drains to Pond D between the building and the south
property line. Basin E includes most of the motel plus asphalt on the north and west sides
of the building, ciraining to Pond E at the southwest corner of the site. Basin F is a small
area at the northeast corner of the motel. Runoff from the asphalt parking areas and roof
areas will reach the ponds via surface flow.
As per Spok.ane County requirements for "208" treatment, all on-site asphalt pavement
surfaces and composition roofing are included in the "208" ponding calculations. All
improved surfaces with;n the site will drain to the grassy "208" ponds. OutFlow from
each of the "208" ponds will be accomplished with a single Type "A" drywell. In the
"208" ponds, the ponding depth for treatment is 6", while the ponding depth for
storage in excess of outflow is 8". Sufficient storage volume for a 10-year storm
event, as per the bowstring calculations, is provided within the first 8" of ponding depth
in each "208" pond.
The soils at the site are Garrison series gravelly loam, which are recognized by Spokane
County as having very rapid permeability and an allowable infiltration rate of 0.3 c.f.s.
for Type "A" drywells. The drainage design and outflow calculations are based on the
assumption that the material at the location of the drainage facilities will provide outflow
at the rate of 0.3 c.f.s. through the drywell and 0.36"/hr. through the pond floor.
Stormwater Drainage Report for: Holiday Inn Express 2/13/96Simpson Engineers, Inc. 2
d ra i na g e31ca Ics113296
"208" POND VOI,UMF CALCULATIONS
The following pages contain data for the oi1-site drainage basins and "208" stormwater reteution
ponds. Refer to the 1" = 20' site "208" Drainage Alan for the site layout and locations of
drainage basuls and poilding areas.
For the proposed drainage ponds with 3: ] side slopes, the pond volume can be calculated with t%vo
components: tlle volume directly above the pond floor plus the volume above dle side slopes. To
cojnpute tlie volume at any pondulg depth, only two parameters need to be known: pond floor area
and pond floor perimeter length (both are specif ed on the Drainage Plan map). .
Volume is calculated at 6" depth for "208" treatment and at 8" depth for storage, as follows:
At 6" dEptll: e .
Pond Volume =(0.5 ft. depol x pond floor area) +(1/2 x 0.5 x 1.5 x pond floor perinleter)
=0.5 A+0.375 P
At 8" depth:
Pond Volume =(0.67 ft. depdi x pond floor area) +(1/2 x 0.67 x 2.0 x pond floor peri►neter)
= 0.67 A + 0.67 P
2.0 feet
~ -
'
- 1.5 feet -
8" = 0.67 ft
6" = 0.5 ft.
'
Pond Floor
NOrrE: All impervious surFaces are included in hydrology and bowstring calculations,
but only on-site asphalt pcrvemejii crjrdroof arecr.s are eonsidered for "208" treatment in
the first 6" ponding depth in each "208" pond. Concrete walks and pads are considered
non-polluting, so they are excluded from "208" treatment, although they are included in
the hydrologic calculations. Off-site drainage should not reach the "208" ponding areas.
Stormwater Drainage Report for: Holiday Inn Express J13&63
Simpson Engineers, Inc. 3
drainage3\calcs113296
DR.aINAGr BASIN DA'i~A
BAS r !v c: r,,»
Tata1 Basin Area: 10,690 sq. 41.
Impervious Area: 6,920 sq. ft. = 0. 159 acre @ Ct = 0.9
Pervious (Lawn/"Landscape) Area: 3,770 5q. ir. = 0.087 ~cre @ Ct = 0. 15
lmperviaus Area bi-eakdown:
_ Asphalt Pavement = 62920 sq. ft. = Q. 159 lcre cr, Cl = 0.9 .
I3uiltfing 1Zoof = 4 sq. 11.
Concrete tiValkS = 0 sn. 11.
Alvle: uctr{cr! cr.sphalt C;, I80.s•rf. ft.; tnl(il inclr.rcies crdditioncil 744 sy. ji.
prr~v1sivr~ fvr f flcri•e a.s~~hall, IO !)1C1lL•h~'irtlirc~ c~a.tit l:l' crt reslctr.rr•crril site.
"208" Area: 6,920 sq. 11.
"208" Volume: 288 cu. 11.
«)08`5 rOND "A,>
Pond rloor Are1: 6' x 75' = 456 sq. ft.
Floor Perimeter: 164 Lli with 3:1 slopes on all sides_
0
"208" r1'reatment Capacity
Pond `'olume tr 6" Deplh:
0.5 (456) + 0.375 (164) = 228 + 62 = 290 cu. it.
290 cu. ft. provided > 288 cu. ft. required for "208" treatriient
"208" !?ond "A" is OK far "208" trcatment @ G" depth
Sfiorage Capacity
Pond Volume t~i. 8" Depth: .
0.67 (456) + 0.67 (l64) = 305 + 110 = 415 cu. ft.
415 cu. ft. > 1 10 cu. fZ. required with rl,ype "A71 drywell, as per bawstring
208" Pond "A" is OCC for storage @ 0.3 cfs outClow raie
Siormwater Drainage Report for: Holiday Inn Express 2/1 `196 Simpson Engineers, Inc. 4
drainage3kcalcs\1 3"Q6
~AS1N CL(3»
I
Tota1 Basin Area: 11,260 sq. ft. Irnpervious Area: 8,268 sq. f1:. = 0.190 xcrc @ Cl = 0.9
Perviotis (Lawn/Landsclpe) Area: 2,992 sq. ft'. = 0.069 acre 1 Ct = 0. 15
Impervious AI'ea breal:down: Asphalt Pavernent = 8,268 scl. tZ. = 0.190 acre (CV Ct ~ 0.9
t3uilding Roof = 0 sq. fl.
Concrete Walks = 0 sq. fl.
"208" Area: 5,268 sq. ft.
. "208" Volume: 345 cu. fl.
4r-208" POND "13"
Poncl Floor Area= [Cl 8' + 22')/2 x 26' J+(4'x 20') _520 -t- SO = GQO sq. ft.
Floor Perinicter: 131 L1~, with 3: 'l slopes on aII sides
"208" 1'reatment C~il;L~city
Pond Volume @ 6" Depth:
0.5 (600) + 0.375 (131) = 300 + 49 = 349 cu. 11.
349 cu. ft. provided > 345 cu. ft. required For "208" trc;atme;nt
"708"' Pond ~~B" is OK for "'?00"' creatment tl 6" dF,'p('ll ,
Storage_ Cap,
4city_
I'onci Volume @ 8" Deplh:
< 0.67 (600) + 0.67 (l3 L) = 402 + 49 = 451 cu. iA.
451 cu. ft. > 142 cu. ft. required wilh "1'ype "A" drywell, as per bowstring
"208" Pond "B" is OK for storage @ 0,3 cfs outflow rate
Stormwater Drainage Report for: Holiday Inn Express
Sirnpson Engineers, Inc. 5
drainage3lcalcs113296 '
-BAS1N "C"
Total Basin Area: 212030 sq. ft.
Impervious Area: 14,778 sq. ft. = 0.339 acre @ Cfi = 0.9
Pervious (Lawn/Landscape) Area: 6,252 sq. ft. = 0.144 acre u Ct = 0.1.5
Impervious Axea breakdown:
Asphalt Pavement = 12,063 sq. ft. = 0.277 acre @ Ct = 0.9
Building Roof (composifiion) = 1,730 sq. ft. = 0.040 acre @ Ct = 0.9
Porte CocheretEntry Roofs = 960 sq. ft. = 0.022 acre @ Ct = 0.9
Concrete Pads (in Pond C) = 25 sq. ft. = 0.0004 acre @ Ct = 0.75
"208" Area: 12,063 +],730 + 960 = 14,753 sq. ft. "208" Volume: 615 cu. ft.
46208" PO N D - "C"
Pond Floor Area: 1/4 n(132) +(14 x 29) +(8 x 42) +(3 x 15) +(15 x 14)
= 133 + 406 336 + 45 + 210 = ],130 sq. ft.
Floor Perimeter: 155 LF with 3:1 slopes on all sides
"208" Treatment Capacitv
Pond Volume @ 6" Depth:
0.5 (1,130) + 0.375 (155) = 565 + 58 = 623 cu. ft.
623 cu. ft. provided > 615 cu. ft. required for "208" ti-eatment
"208" 1'ond "C" is OK for "208" treatment @ 6" depth
Storaae Capacitv
Pond Volume @ 8" Depth:
0.67 (1,130) + 0.67 (155) = 757 + 104 = 861 cu. ft.
861 cu. fl. > 334 cu. ft. required with Type "A" drywell, as per bowstring
"208" Pond "C" is OK for storage @ 0.3 cfs outflow rate
Stormwater Drainage Report for: Holiday Inn Express 2/13/96
Simpson Engineers, Inc. 6
drainage3lcalcs113296
BAS1N 6iW
Total Basin Area: 9,300 sq. ft.
Impervious Area: 6,108 sq. ft. = 0.140 acre @ Ct = 0.9
Pervious (Lawn/Landscape) Area: 3,192 sq. ft. = 0.073 acre @ Ct = 0. 15
Impervious Area breakdown:
Asphalt 1'avement = 4,176 sq. ft. = 0.096 acre u Ct = 0.9
Building Roof (composition) = 1,450 sq. ft. = 0.033 acre eg Ct = 0.9 Concrete Wa1ksCPads = 482 sq. ft. = 0.011 acre @ Ct = 0.75
"208" Area: 4,176 + 1,450 = 5,626 sq. ft.
"208" Volume: 235 cu. ft.
~k~~kk~%k**%k~k%k~k~kkk~~~~::kkkkk~~k~kk~~k%kkk~%~*%kk%kkk*~~kkk~k%k
66208" POND uW»
Pond Floor Area: (5' x 72') = 360 sq. ft.
Floor Perimeter: 154 LF with 3:1 slopes on all sides "208" Treatment Canacitv
Pond Volume @ 6" Depth:
0.5 (360) + 0.375 (154) = 180 + SS = 238 cu. ft.
238 cu. ft. provided > 235 cu. ft. required for "208" treatment
208" Pond "D" is OK for "208" treatment @ 6" depth
Storage Capacitv
'Pond Volume @ 8" Depth:
0.67 (360) + 0.67 (154) = 241 + SS = 299 cu. ft.
299 cu. ft. > 83 cu. ft. required with Type "A" drywell, as per bowstring
"208" Pond "D" is OK for storage @ 0.3 cfs outflow rate
Stormwater Drainage Report for: Holiday Inn Express 2/1196
Simpson Engineers, Inc. 7
drainage3lcalcsl13296
BASIN "E"
Total Basi.n Area: 32,178 sq. ft.
lmpervious Area: 25,406 sq. ft. = 0.583 acre cr Ct = 0.9
Pervious (Lawn/Landscape) Area: 6,772 sq. ft. = 0.155 acre @ Ct = 0.1 5
Impervious Area breakdown:
Asphalt Pavement = 74,102 sq. ft. = 0.324 acre @ Ct = 0.9
Building/Canopy Roof (composition) = 10,220 sq. ft. = 0.235 acre @ Ct = 0.9 Concrete Walks/Pads = 12084 sq. ft. = 0.025acre cr Ct = 0.75
"208" Area: 14,102 + 10,220 = 24,322 sq. ft.
"208" Volume: 1,014 cu. ft.
16208" FOND "E"
Pond Floor Area: (6' x 144') +(9' x 65') +(5' x 35') + 1/2(2' x b0')
= 864 + 585 + 175 + 60 = 11-684 sq. ft.
Floor Perimetier: 506 LF with 3:1 slopes on all sides
"208" Treatment Capacitv
Pond Volume @ 6" Depth: 0.5 (1,684) + 0.375 (506) = 842 + 190 = 17032 cu. ft.
1,032 cu. ft. provided > 1,014 cu. ft. required for "208" treatment
"208" Pond "E" is OK For "208" treatment @ 6" depth
Storage Capacitv
Pond Volume @ S" Depth:
0.67 (1,684) + 0.67 (506) = 1,128 + 339 = 1,467 cu. ft.
7,467 cu. ft. > 697 cu. ft. required with Type "A" drywell, as per bowstring
"208" Pond "E" is OK for storage cr 0.3 cfs outflow rate
Stormwater Drainage Report for: Holiday Inn Express 2/13/96
Simpson Engineers, Inc. 8
drainage3lca1cs113296
BAS1N
"
Total Basin Area: 2,474 sq. fl.
rmpervious Area: 1,610 sq. ft. = 0.037 acre @Ct = 0.9
Pervious (Lawn/Landscape) Area: 864 sq. fl. = 0.020 ac,-e @Ct = 0. I 5
Impervious Area breakciown:
Asphalt Pavement = 0 sq. ft.
Buildin,a Roof (composition) = 1,450 sq. ft. = 0.033 acre tr Ct = 0.9
Concrete Walks/Pads = 160 sq. ft. = 0.004 acre @ Ct = 0.75
"208" Area: 1,450 sq. ft.
"208" Volume: 60 cu. ft.
~
64208" PON D "F"
Pond Floor Area: (2' x 36') = 72 sq. ft.
Floor Perimeter: 76 LF with 3:1 slopes on all sides
"208" Treatment Capacitv
Pond Volume @ 6" Depth:
0.5 (72) + 0.375 (76) = 36 + 28 = 64 cu. ft.
64 cu. ft. provided > 60 cu. ft. required for "208" treatment
"208" Pond "F" is OK for "208" treatm@nt @ 6" depth
Storat-ye Canacitv
Pond Volume @ 8" Depth:
0.67 (72) + 0.67 (76) = 48 + 51 = 99 cu. ft.
99 cu. ft. > 0 cu. ft. required wit11 Type "A" drywell, as per bowstring
"208" Pnnd "F" is OK for storage @ 0.3 cfs outflow rate
Stormwater Drainage Report for. Holiday Inn Express 2/13/96
Simpson Engineers, Inc. g
drainage3lca1cs113296
RATIONAL FORNIULA HYDROLOGY & BOWSTRING METHOD: DEYENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORPJI.EVENT
Date: 2112/96 Praject Name: Holiday Inn Express Project Number: 13290
Design: Doug Christenson Site Location: SE corner of Mission & Mulian Disk Filo: B1°%bov,rstmgt10it3296.wb1
Basin Name: "A" Basin Description: North-central portion of parking area
Pond Name: °"A" Pond Location: Behind existing sidewalk along Nlission Avcnue
SUBAREAS: T1ME OF CONCENTRATION (minutes):
Description Acres C A*C Tc (overland flow) Tc (gutter flow)
Asphalt Pavement 0.159 0.90 0.1431 Ct = 0.15 L2 = 0
Roofing (composition) 0.000 0.90 0 Z1 = 0
Concrete Vtlalks 0.000 0.75 0 L1(A) = 90 Z2 = 0
Lawn & Landscaping 0.087 0.15 0.0131 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.011 n= 0
0.000 0.00 0 s= 0
' Tc (A) = 0.72 d = 0
Total Qasin Area, acres = 0.246
Composite Runoff Coefficient = 0.635 L1(B) = 0 Tc (gut ) 0.00
Combined (Area'` Runoff Coefficient) = 0.16 N(B) = 0 Tc(A+B) 0.72
S(B) = 0
Tc total 5.00
Tc (B)= 0.0 Intensrty 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 6920 sq. ft.
"208" Volume Provided = 290 cu. ft.
Storm Storage Provided = 415 cu. ft. , Time of Concentration = 5.00 minutes
. PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C* I* A= 0.50 C.F.S.
#1 #2 #3 44 95 #6 #7 -
Time Tirrtie Intansity Q dev. V in V out Storagz
lnc. Inc. NUMBER and TYPE of DRYU1lELLS PROpOSED:
{min.} (sec.) (in./hr) (cfs) (cu_ ft.) (cu. ft.) (cu_ it.)
(ti i•so) (n•c•#3) (ourf.•#z) (45-46) 1 Single-Barrel (Spokane County Type A)
-r----------~-------- 0 Double-Barrel (Spokane Counry Type B)
5.00 300.00 3.18 0_50 200 90.00 110 Outflow Provided 0.3 c.f.s.
5 300 3.18 0.50 200 90 110
10 600 2.24 0.35 246 180 66
15 900 1.77 0.28 277 270 7
20 1200 1.45 0.23 295 360 -65 "208" TREATMENT VOLUME:
25 1500 1.21 0.19 303 450 -147
30 1800 1.04 0.16 309 540 -231 Required G.P_A. ponding volume:
35 2100 0.91 0.14 313 630 -317 Impervious "208" Area x 1J2" = 288 cu. Ft.
40 2400 0.82 0_13 320 720 -400 volume provided at 6" depth = 290 cu. ft.
45 2700 0.74 0.12 324 810 -486 OK!
SQ 3000 0.68 0.11 329 900 -571 55 3300 0.64 0.10 340 990 -650
60 3600 0.61 0.10 353 1080 -727 STORNI STORAGE VOLUME:
65 3900 0.60 0.09 375 1170 -795
70 4200 0.58 0.09 390 1260 -870 Maximum storage required = 109.62 cu. ft.
75 4500 0.56 0.09 402 1350 -948 volume provided at 8" depth = 415 cu. ft.
80 4800 0.53 0.08 406 1440 -1034 pKi
85 5100 0.52 0.08 422 1530 -1108
90 5400 0.50 0.08 430 1620 -1190
95 5700 0.49 0.08 444 1710 -1266 DRYV1lELL REQUIREMENTS:
100 6000 0.48 0.07 457 1800 -1343
1 Single (Type A) 0 Double (Type B)
RATIONAL FORMULA HYDROLOGY & BOV1lSTRING fViETHOD: DE?ENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2112/96 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE corner of 111yission & Mullan oi5k Fde. 131:ibowstrngt1003296.wbt
Basin Name: "B" Basin Description: Northeast corner of parking area
Pond Name: "B" Pond Location: Northeast corner of project site SUBAREAS: 71fV1E OF CONCENTRATIOiV (minutes):
Description Acres C A*C Tc (overland 11ow) Tc (gutter fiow)
Asphalt Pavement 0.190 0.90 0.171 Ct = 0.15 L2 = p
Roofing (composition) 0_000 0.90 0 Z1 = 0 Concrete Walks 0.000 0.75 0 L1(A) = 145 ' 72 = 0
Lawn & Landscaping 0.069 0.15 0.0104 N(A) _ 0.016 B= 0
0.000 0.00 0 S(A) = 0.011 n= 0
0.000 0.00 0 s= 0
Tc (A) = 0.96 d = 0
Total Basin Area, acres = 0.259
Composite Runoff Coefficient = 0.700 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area " Runoff Coefficient) = 0.18 N(B) = 0 Tc(A+B) 0.96
S(B) = 0
Tc total 5.00
Tc (B) _ . 0.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 8268 sq. ft.
"208" Volume Provided = 349 cu. ft.
Storm Storage Provided = 490 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR S70RNi:
BOWSTRING CALCULATIONS Q= C* I* A= 0.58 C.F.S.
#1 #2 #3 #4 #5 46 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYVIIELLS PROPOSED:
(min_) (sec.) (in./hr) (cfs) (cu. ft.) (cu_ ft.) (cu. ft.)
(41•60) (A•c•#s) (0utf.•#2) (ns-#s) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.58 232 90.00 142
Outflow Provided 0.3 c.f.s.
5 300 3.18 0_58 232 90 142
10 600 2.24 0.41 285 180 105
15 900 1.77 0.32 322 270 52
20 1200 1.45 0.26 342 360 -18 "208" TREATMENT VOLU11t1E: ,
25 1500 1.21 0.22 352 450 -98
30 1800 1.04 0.19 359 540 -181 Required G.P.A. ponding volume:
35 2100 0.91 0.17 363 630 -267 Impervious "208" Area x 1/2" = 345 cu. ft
40 2400 0.82 0.15 372 720 -348 volume pravided at 6" depth = 349 cu. ft.
45 2700 0.74 0.13 376 810 ^434 - pKi
50 3000 0.68 0.12 383 900 -517
55 3300 0.64 0.12 395 990 -595 60 3600 0.61 0.11 410 1080 -670 STORM STORAGE VOLUME:
65 3900 0.60 0.11 435 1170 -735
70 4200 0.58 0.11 452 1260 -808 ttflaximum storage required = 141.83 cu. ft.
75 4500 0.56 0.10 467 1350 -883 volume provided at 8" depth = 490 cu. ft.
80 4800 0.53 0.10 471 1440 -969 pKi
85 5100 0.52 0.09 491 1530 -1039
90 5400 0.50 0.09 499 1620 -1121
95 5700 0.49 0.09 516 1710 -1194 DRYWELL REQUIREMENTS:
100 6000 0.48 0.09 531 1800 -1269
1 Single (Type A) 0 Double (TYPe B)
RATIONAL FORNIULA HYDROLOGY & BOWSTRING Mc7HOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2J12I86 Project Name: Holiday Inn Ecpress Project Nurnber: 13296
Design: Doug Christenson Site Location: SE corner of IUlission & Mullan Disk File: B1.~havvstrn9110113296.wbi
Basin Name: "C" Basin Description: Central portion of project site
Pond Name: "C" Pond Location: Within curb island to north of motel main entrance
SUBAREAS: TIN1E OF CONCENTRATION (minutes):
Description Acres C AkC Tc (overiar,d fiiow)r Tc (yutter fluw)
Asphalt Pavement 0.277 0.90 0.2493 Ct = 0.15 L2 = 0
Roofing (composition) 0.062 0.90 0.0558 Z1 = 0
Concrete Vllalks 0.000 0.75 0 L1(A) = 150 Z2 = 0
Lawn & Landscaping 0.144 0.15 0.0216 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0 025 n= 0
0.000 0.00 0 s= 0
Tc (A) = 0.77 d = 0
Total Basin Area, acres = 0.483
Composite Runoff Coefficient = 0.676 L1 (B) = 0 Tc (gut.) 0.00 -
Combined (Area * Runoff Coefficient) = 0.33 N(B) = 0 Tc(A+B) 0.77
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARANIETERS: Holding 0.00
Impervious "208" Area = 14753 sq. ft. Q (est) 0.00 c.f.s.
"208" Volume Provided = 623 cu. ft.
Storm Storage Provided = 861 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORIIA:
BOWSTRING CALCULATIONS Q= C* I* A= 1.04 C.F.S.
#1 #2 #3 #4 #5 J#6 #7---- ,
Time Tima Intensity Q dev. V in V out Storage
Inc. Inc. NUfU1BER and TYPE of DRYV»ELLS PROPOSED:
(min_) (sec.) (in.lhr) (cfs) (cu. ft.) (cu. ft.) (cu_ ft.)
1 -so) (A•c•#3) (ouct.'#2) ~4546) 1 Singie-Barrel (Spokanz County Type A)
4 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 1.04 418 90.00 328
Outflow Provided 0.3 c.f.s.
5 300 3.18 1.04 418 90 328
10 600 2.24 0.73 514 180 334
15 900 1.77 0.58 579 270 309
20 1200 1.45 0.47 617 360 257 "208" YREATN9ENT VOLUN9E:
25 1500 1.21 0.40 633 450 183
30 1800 1.04 0.34 646 540 106 Required G.P.A. ponding volume:
35 2100 0.91 0.30 655 630 25 Impervious "208" Area x 112" = 615 cu. ft.
40 2400 0.82 0_27 670 720 -50 volurne provided at 6" depth = 623 cu. ft.
45 2700 0.74 0.24 677 810 -133 pKi
SQ 3000 0.68 0.22 689 900 -211
55 3300 0.64 0.21 711 990 -279
60 3600 0.61 0.20 738 1080 -342 STORiVI S'fORAGE VOLUME:
65 3900 0.60 0.20 784 1170 -386
70 4200 0.58 0.19 815 1260 -445 Nfaximum storage required = 333.73 cu. ft.
75 4500 0.56 0.18 842 1350 -508 volume provided at 8" depth = 861. cu. ft.
80 4800 0.53 0.17 849 1440 -591 pKi
85 5100 0.52 0.11 884 1530 -646
90 5400 0.50 0.16 899 1620 -721
95 5700 0.49 0.16 929 1710 -781 DRYWELL REQUIREMENTS:
100 6000 0.48 0.16 957 1800 -843
1 Single (Type A) 0 Double (TYPe B)
F2ATIONAL FORNtULA HYDROLOGY & BOUVSTRING 111iETHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2l12/96 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE corner of Mission & Mullan Disk File: 81:'ibo►varngt10i13298.wb1
Basin Name: "D" Basin Description: Southeast corner of site
Pond Name: "D" Pond Loca6on: Along south property line at east end of motel building
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A'`C Tc (oveifand flow) Tc (yutter (lnw)
Asphalt Pavement 0.096 0.90 0.0864 Ct = 0.15 L2 = 0
Roofing (composition) 0.033 0.90 0.0297 Z1 = 4
Concrete V1lalks & Pads 0.011 0.75 0.0083 L1(A) = 80 Z2 = 0
Lawn & Landscaping 0.073 0.15 0.011 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.035 n= 0
0.000 0.00 0 s= 0
Tc (A) = 0.48 d = 0
Total Basin Area, acres = 0.213
Composite Runoff Coefficient = 0.635 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.14 N(B) = 0 Tc(A+B) 0.48
S(B} = 0
° Tc total 5.00
Tc (B) = 0.0 Intensiry 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.40 c.f.s.
Impervious "208" Area = 5626 sq. ft.
"208" Volume Provided = 238 cu. ft.
Storm Storage Provided = 299 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORNI:
B011USTRING CALCULATIONS Q= C* I* A= 0.43 C.F.S.
J#1 #2 #3 #4 -95 46 97
Time Time Intensity Q dev. V ir V Gut Starage
Inc. Inc. NUMBER and TYPE of ORYNfELLS PROPOSED:
{min.} (sec.) (in.lhr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
1 •so) (A•c•us) (outt.•#2) ~P546) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.43 173 90.00 83
Outflow Provided 0.3 c.f.s.
5 300 3.18 0.43 173 JO 83
10 600 2.24 0.30 213 180 33
15 900 1.77 0.24 240 270 -30
20 1200 1.45. 0.20 255 360 -105 "208" TREATMENT VOLUNIE:
25 1500 1.21 0.16 262 450 -188
30 1800 1.04 0.14 268 540 -272 Required G.P.A. ponding volume:
35 2100 0.91 0.12 271 630 -359 Impervious "208" Area x 1/2" = 234 cu. ft.
40 2400 0.82 0.11 278 720 -442 volume provided at 6" depth = 238 cu. ft.
45 2700 0.74 0.10 281 810 -529 pK!
50 3000 0.68 0.09 285 900 -61 S
55 3300 0.64 0.09 295 990 -695
60 3600 0.61 0.08 306 1080 -774 STORftl1 STORAGE VOLUNiE:
65 3900 0.60 0.08 325 1170 -845
70 4200 0.58 0.08 338 1260 -922 Maximum storage required = 82.962 cu. ft.
75 4500 0.56 0.08 349 1350 -1001 volume provided at 8" depth = 299 cu. ft.
80 4800 0.53 0.07 352 1440 -1088 OKi
85 5100 0.52 0.07 366 1530 -1164
90 5400 0.50 0.07 372 1620 -1248
95 5700 0.49 0.07 385 1710 -1325 DRYWELL REQUIREYuIENTS:
100 6000 0.48 0.06 396 1800 -1404
1 Single (Type A) 0 Double (Type B)
RATIONAL FORIVIULA HYDROLOGY & BOWSTRING NIETHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2/12/96 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE corner of Mission & N9ullan Oisk Fdc: 131:tbowstrngM113296.vib1 Basin Name: "E" Basin Descrip6on: Southwest corner of site, including west half of motel building
Pond Name: "E" Pond Location: Along south properly line at west end of motel building
SUBAREAS: TIfV1E OF CONCENTRATION (minutes):
Description Acres C A*C Tc (overiand ilow) Tc (gulter flow)
Asphalt Pavement 0.324 0.90 0.2916 Ct = 0.15 L2 = 0
Roofing (composition) 0.235 0.90 0.2115 Z1 = 0
Concrete V1lalks & Patios 0.025 0.75 0.0188 L1(A) = 240 Z2 = 0
Lawn & Landscaping 0.155 0.15 0.0233 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.014 n= 0
o.ooo 0.00 o S= o
~ Tc (A) = 1.21 d = 0
Total Basin Area, acres = 0.739
Composrte Runoff Coefficient = 0.738 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.55 N(B) = 0 Tc{A+B} 1.21
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Hotding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 24322 sq. ft.
"208" Volume Provided = 1032 cu. ft.
Storm Storage Provided = 1467 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C* I* A= 1.73 C.F.S.
#1 42 #3 #5 #i #7 "
Tima Time Int2nsity Q dev. V in V out Storage
lnc. lnc. NUMBER and TYPE of DRYU1lELLS PROPOSED:
{min.} (sec.) (in.lhr) (cfs) (cu. ft.) (cu. ft.) (cu. it.)
(91•60) (a•c•us) {oult.•#2) ~#5-46) 1 Single-Barrel (Spokane Couniy Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3_18 1.73 697 90.00 607
Outflow Provided 0.3 c.f.s.
5 300 3.18 1.73 697 90 607
10 600 2_24 1.22 857 180 677
15 900 1.77 0.96 967 270 697
20 1200 1.45 0.79 1029 360 669 "208" TREATNfEN7 VOLUME:
25 1500 1.21 0.66 1057 450 607
30 1800 1.04 0.57 1078 540 538 Required G.P.A. ponding volume:
35 2100 0.91 0.50 1092 630 462 Impervious "208" Area x 1/2" = 1013 cu. ft.
40 2400 0.82 0.45 1118 720 398 volume provided at 6" depth = 1032 cu. ft.
45 2700 0.74 0.40 1130 810 320 OK!
50 3000 0.68 0.37 1150 900 250
55 3300. 0.64 0.35 1187 990 157
60 3600 0.61 0.33 1231 1080 151 STORM STORAG E VOLUME:
65 3900 0.60 0.33 1309 1170 139
70 4200 0.58 0.32 1360 1260 100 fl!llaximum storage required = 696.76 cu. ft.
75 4500 0.56 0.31 1405 1350 55 volume provided at 8" depth = 1467 cu. ft.
80 4800 0.53 0.29 1416 1440 -24 OK!
85 5100 0.52 0_28 1475 1530 -55
90 5400 0.50 ~ 0.27 1500 1620 -120
95 5700 0.49 0.27 1550 1710 -160 DRYWELL REQUIREtu1ENTS:
100 6000 0.48 0.26 1597 1800 -203
1 Single (Type A) 0 Double (Type B)
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION E3ASIN DESIGtJ
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2J12196 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE comer of Mission & ilAullan Disk File: 81:1}.~o~~.:tmg110't13296.v~b1
Basin Name: "F" Basin Description: Northeast corner of motel building
Pond Name: "F" Pond Location: North of northeast corner of motel building
SUBAREAS: TIfv1E OF CONCENTRATION (minutes):
Descripiion Acres C A*C Tc (overiand fiaw) ! Tc (gutter fiow)
Asphalt Pavement 0.000 0.90 0 Ct = 0.15 L2 = 0
Roofing (composition) . 0.033 0.90 0.0297 Z1 = p
Concrete Patios 0.004 0.75 0.003 L1 (A) = 15 Z2 = 0
Lawn & Landscaping 0.020 0.15 0.003 N(A) = 0.4 6= 0
0.000 0.00 0 S(A) = 0.01 n= 0
0.000 0.00 0 s= 0
Tc (A) = 1.75 d = 0
Total Basin Area, acres = 0.057
Composite Runoff Coefficient = 0.626 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area'` RunoffCoefficient) = 0.04 N(B) = 0 Tc(A+B) 1.75
S(B) = 0
Tc total 5.00.
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAAIIETERS: Holding 0.00
Impervious "208" Area = 1450 sq. ft. Q (est) 0.00 c.f.s.
"208" Volume Provided = 64 cu. ft.
Storm Storage Provided = 99 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORM:
BOWS7RING CALCULATIONS Q= C*I* A= 0.11 C.F.S.
#1 #2 #3 44 95 46 #7
Time Time Intznsity Q dev. V ir V aut Staraga
lnc. Inc. NUPABER and TYPE of DRYOIELLS PROPOSED:
(min.) (sec_) (in./hr) (cfs) (cu_ ft.) (cu. ft.) (cu_ ft.)
(#1•60) (a•c•#3) (outf.•#2) (u5-96) 1 Single-Barrel (Spokane County Type A)
5.00 300.00 3.18 0.11 46 90.00 -44 p Double-Barrel (Spokane County Type B)
. Outflow Provided 0.3 c.f.s.
5 300 3.18 0.11 46 90 -44
10 600 224 0.08 56 180 -124
15 900 1.77 0.06 63 270 -207
20 1200 1.45 0.05 67 360 -293 "208" TREATMENT VOLUME:
25 1500 1.21 0.04 69 450 -381
30 1800 1.04 0.04 71 540 -469 Required G.P.A. ponding volume:
35 2100 0.91 0.03 72 630 -558 Impervious "208" Area x 1/2" = 60 cu. ft.
40 2400 0.82 0.03 73 720 -647 volume provided at 6" depth = 64 cu. ft.
45 2700 0.74 0.03 74 810 -736 pKi
50 3000 0.68 0.02 75 900 -825
55 3300 0.64 0.02 78 990 -912
60 3600 0.61 , 0.02 81 1080 -999 STORM STORAGE VOLUME:
65 3900 0.60 0.02 86 1170 -1084
70 4200 0.58 0.02 89 1260 -1171 Maximum storage requirecf = 0 cu. ft.
75 4500 0.56 0.02 92 1350 -1258 volume provided at 8" depth = 99 cu. ft.
80 4800 0.53 0.02 93 1440 -1347 pKi
85 5100 0.52 0.02 97 1530 -1433 .
90 5400 0.50 0_02 98 1620 -1522
95 5700 0.49 0.02 101 1710 -1 fi09 DRYWELL REQUIREMENTS:
100 . 6000 0.48 0.02 105 1800 -1695
1 Single (Type A) 0 Double (Type B)
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' • ~le No. ZE-96-81
~
SPOKANE COUNTY
HEARING EXAMINER COMMITTEE
FINDINGS AND ORDER
A. INTRODUCTION
This matter having come before the Examiner Committee on November 5, 1981,
and the members of the Committee present being John R. Culler, Chairman,
Kathleen Carstens, and Jane Myers.
B. PROPOSAL
The sponsor, Earl Crawford, is requesting approval of a zone reclassification,
File No. ZE-96-81, Agricultural Suburban and IVlultiple Family Suburban, for the
purpose of continuing the use of the existing auto body repair shop.
C. FINDINGS OF FACT
1. That the existing land use in the area is residential, commercial and vacant.
2. That the Comprehensive Plan designates this area as appropriate for
Urban/Commercial development.
3. That the existing zoning of the property described in the application is
Agricultural Suburban and Multiple Family Suburban.
4. That the provisions of RCW 43.21C (The State Environmental Policy Act)
have been complied wifih, and the Committee concurs with the Declaration of
Non-Significance.
5. That the proper legal requirements for advertisement of the Agenda Item
have been fulfi I led .
6. That the land in this area is suitable for the proposed use, or uses within
the proposed Zone Classification.
7. That the applicant has demonstrated that conditions have substantially
changed since the original zoning of this area and accordingly, the pro-
posed rezone is justified.
8. That the proposed use is compatible with existing uses in the area.
9. That the owners of adjacenfi lands expressed neither approval nor dis-
approval of the proposed use.
10. The Hearing Examiner Committee finds the proposed use to be in harmony
with the general purpose and will not be otherwise detrimental to the public
health, safety, and welfare.
1
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. • `~ile No. ZE-96-81
~
C. FIND{NGS OF FACT (continued)
11. The following are additional findings of fact considered by the Hearing
Examiner Committee:
a) That the proposed zoning is compatible with the designated areas of
the Comprehensive P{an.
D. CONDiTIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL
a) COUNTY PLANNING DEPARTMENT
1. The specific devefopment plan wili be submitted for Planning Depart-
ment review and approval prior to issuance of building permits.
2. A 6-foot sight-obscuring barrier shall be provided along any boundary
of this proposal approved for Commercial zoning which abuts residen-
tial zoning to the east and south prior to issuance of building permits
to provide a buffer.
3. Applicant shall comply with '208' recommendations concerning storm-
water runoff and provide necessary landscaping for runoff.
4. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guide-
(ines (WAC 197-10) and the Spokane County Environmental Ordinance
(SCEO), a proposed declaration of non-significance has been issued at
least fifteen (15) days prior to this date; the official file, written
comments and/or public testimony contain information regarding assess-
ment of the proposal's adverse impacts to the physical environment; a
finding is hereby made that no potentially significant adverse impacts
upon the physical environment are anticipated as a result of the
project; and a final declaration of non-significance is hereby to be
issued.
5. That, pursuant to WAC 197-10-040 (2)(a) and (20), WAC 197-10-155
and SCEO 11.00.055, the rezone is an action subject to SEPA, but
insufficient detail concerning the proposal is available to permit mean-
ingful environmental analysis at the rezone level, consequently a
detailed site p1an, subject to full compliance with Chapter 43.21C RCW,
shall be submitted for consideration to the Hearing Examiner Committee
at a later date. Furthermore, it is hereby stipulated that, because of
project details not now available, the Committee may require additional
information pursuant to WAC 197-10-330 and may deny or condition the
approval of said project at the site plan review stage, pursuant to
Chapter 43.21C.060 RCW.
b) COUNTY ENGINEERING DEPARTMENT
1. Applicant shall construct cement concrete curb and sidewalk and pave
to the existing pavement adjacent to the property on Mission Avenue.
2
• -ile No. ZE-96-81
.
b) COUNTY ENGINEERING DEPARTMENT (continued)
2. Applicant shall submit for approval by the Spokane County Engineer
road, drainage, and access plans prior to the issuance of a building
permit on the property.
3. The applicant shail submit for approval by the Spokane County
Engineer and the Spokane County Health District a detailed combined
on-site sewage system plan and surface water disposal plan for the
entire project prior to the issuance of any building permit on the
property.
4. A parking plan and traffic circulation plan shalf be submitted and
approved by the Spokane County Engineer prior to the issuance of a
building permit on the property. The design, location, and arrange-
ment of parking stalls shall be in accordance with standard traffic
engineering practices. Paving or surfacing as approved by the
County Engineer, will be required for any portion of the project which
is to be occupied or traveled by vehicles.
5. The word "applicant" shail include the owner or owners of the
property, his heirs, assigns, and successors.
6. As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and partici-
pating in a County Road Project (CRP) to the extent of the required
road improvement. Spokane County will not participate in the cost of
these improvements.
7. The construction of the road improvements stated herein shall be
accomplished as approved by the Spokane County Engineer.
8. A11 required improvements shall conform to the current State of
Washington Standard Specifications for Road and Bridge
Construction, and other applicable county standards and/or
adopted resolutions pertaining to Road Standards and Storm-
water Management in effect at the date of construction, unless
otherwise approved by the County Engineer.
c) COUNTY UTiLITIES DEPARTMENT
1. Pursuant to Board of County Commissioners Resolution No. 80-0418,
the use of on-site sewer disposal systems is hereby authorized. This
authorization is conditioned on compliance with all ru{es and regulations
of the Spokane County Health District and is further conditioned and
subject to specific application approval and issuance of permits by the
Health District.
2. The owner, his heirs or successors shall join and participate in any
petition or resolution which purpose is the formation of a utility local
improvement district (UL1D) pursuant to RCW, Chapter 36.94, as
amended. The owner, his heirs and successors shall further agree not
to oppose or protest any legal assessments for any utility local improve-
ment district (ULID) established pursuant to RCW Chapter 36.94, as
amended.
3
. '
' . • ' ';le No. ZE-96-81
.
c) COUNTY UTI LITI ES DEPARTMENT (continued)
3. Any water service for this project shall be provided in accordance with
the Coordinated Water System Plan for Spokane County.
4. Each new unit shall be double plumbed for connection to
future areawide collection system.
d) COUNTY BUILDING AND SAFETY DEPARTMENT
1. The site is located in Fire District #1.
2. installation of fire hydrants to be in accordance with the requirements
of the Spokane County Department of Building and Safety.
3. That prior to development of this property that an engineered
water distribution system plan shall be submitted to the Spokane
County Department of Building and Safety. This distribution
plan shall include water main size, flows, locations, fire hydrant
type and locations, water storage tanks size, and location and
design criteria.
e) SPOKANE VALLEY FIRE DEPARTMENT .
1. Mains and hydrants need to be installed in the area. Access
plans for firefighting equipment around the building shall be
approved prior to buifding permit issuance.
f) COUNTY HEALTH DISTRICT
1. A combined surface water and sewage disposal detailed plan shall
be approved by the County Engineer and the Health District
prior to the issuance of any building permit for this project.
2. Sewage disposal method shall be as authorized by the Director of
Utilities, Spokane County.
3. Subject to specific apptication approval and issuance of permits
by the Health Officer, the use of an individual on-site sewage
system may be authorized.
4. Water service must be coordinated through the Director of
Utilities, Spokane County.
5. Water service shall be by an existing public water supply when
approved by the Regional Engineer (Spokane), State Department
of Social and Health Services.
6. Use of private wells and water systems is prohibited.
7. Disposal of sewage effluent beneath paved surfaces is currently
prohibited.
4
~
'i-le No. ZE-96-$1
_ •
a
g) WATER PURVEYOR °
1. Modern Electric Water Company indicates that arrangements have not
been made to serve this proposal, but that they are able to provide
adequate water to this site.
E. ORDER
The Hearing Examiner Committee, pursuant to the aforementioned, finds that the
application of Earl Crawford, for a zone reclassification as described in the
application should be approved.
Motion by: Carstens Seconded by: Myers
Vote: Unanimous to Approve (3 - 0)
HE NG EXAMINER COMMITTEE
~
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ATTEST :
WALLIS D. HUBBARD
Planning Director
g y ;
~
Date :
/
j j
5
,
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sPOKANE COUNTY iNITAZIM RoAn ~ ~RAINA~E
SUBNIMAL V~CIU IST .
PRO.fECT # DATfi:
PROJECT NAME: ei (ann s- .
J
GAC
PROJECT SPONSOR: K t.Q.PM IO,USS-ATEL #
PROJECT ENGINEER: C",\ i w, < ^r. En Q I ''Ze-G *'s I A c- . TEL # 9 Z- G 1-12-2,
t ~
(Road & llrainage Plans) •
PRO7ECT SURVEYOR: , TEL t#
(Plat)
PLEASE pROVIDE A RESPONSE TO EACH OF THE FOLLOIVYIIYG ITENLS.
GENERAL ITEMS
"Vas VN„ []Y/A ~ 1. A signeci "AGREEMENT TO PAY FEES" focm lias been submitted co Spo4uwe Counry along wich dny
applicable plat fees, prior to auy pre-designipresubmittal meeang
',re, ~ r,o OMA D 2. I have a copy of, and have reviewed.the nlost recent conclidons of approval and auy EIS/MDNS requixcmenrs
auci conclicions of approval Uave been incorporaced in chis plan subm.i[cal.
PROJ'ECT DESIGN
yes N. 0 N/A C] 1. I have completed a m.inimum of one pre-design mezdng wirh Spol:ane Counry Developnienc Enginecring
Services Eugineers where agreenleuc was reached on drainage design approach.
o~ Yes C] No E3 N/A [Z 2. I have included che results of auy geocechnical tescing chac is required by the desigu approach to vzrify dcsiLyn
parameters. ~ d 04 11
o(L vp CD N. ONuA C3 3. I have included any reqtiired pavement design calculations on new Public roadways as reqwred by cbe
~ "SPOfS:ANE COUNTY STANDAR.nS FOR ROAD AND SEWE12 COIVSTRUCTION", latesEedicion.
Yes ~N0 0 NIn E) 4. The road and clrainage pla.ns comply wich che"STA.NDARD ROAD PY.AN" requiremenEs for plav, prohle, and rypical cross section elemencs containeci in"SPOhANE COUNTY STANDARDS FOR ROA.D AND
- SEWER COIVSTRUCTION" lacesc eciiuon excep[ as allowed rhrough approved design deviations.
10~U ONo 0 N/A E] 5. The clrain.age reporc incorporates the mini.mum requirements for a scornl cirainage avatysis as uoteci in rhe
GSM and ocher i[ems wl.iieh are appropriate co demonscrate [.hat the design meets all requircniCnLs of tlle
Spolcane County Guideliues for Scocmwater Managemenc except as allowed Lhrougli approved clesiga
deviacions.
DA•. ON. NIA 13 6. A complece drainage basin map wich time of concencracion pachs shown has been included wiLh ihe demiled •
hydrology calculaaons. Drainage basiu map sliows topography, proposed drainage feacurrs, and correlaces
wich hydrology calculaaons.
,•e, CD NO 0 N/A 2 7. I have coordinated craffic control and signing requiremeucs Nvich clie Spokane Couury Tratfic Eugineer. ThCse
requiremeats are shown on a separate plaa sheet; OR are incorporated inco the pla.ns for r,ach road
vh Cl N. Cl N1,, 0 8. I have included copies of all approved DESYGN DEVIATTONS wluch are required foc cliis projecc.
v~ EAN0 [3Y/n CD 9. Ttie plans and drainage report are sra.mped, signed, and ciated, and concain~)- che applicable cenificaaon
stacemenc.
vU 0 N. C3 N/A 2 10. I have included an adequate erosion coutrol plan and applicable scandard plan noces. .
YC3 0No E3 N/A I have secured approvals from a11 applicable oucsicie ageucies such as fire cliscriccs where applicable and liave
included proof of cheir approvals..
,rC3 0 N. E]NI,► E6 12. I have provided an aceepcable means for perpecual maintenance of screec and drai.nage tacilicies diac is
acceptable co Spokane Counry and iiave secured aud included copies of any required easenlencs.
Y. ~ N. 0 H~A E] 13. I have reviewed che plans, calculacions and ocher submittal data for compleceness, accuracy and consisceacy
and have submitted cwo copies of plans a.nd (1) bound clrainage repoR.
Uckplatv 1.0/OcL95 1.
I wiuerscand chac the requiremeUts noced above are the minimunl requirenieuts necessary to perform a cursory revizw ot che projecc
'plavs} a*nd cUat addicional information should be included with tlus subniitcal as uecessary.
' I underscand that chis subnuttal will be checked for completeness prior to review, and thac i[ will be rerurned for furcher infoc-niacion
if ic is found to be incomple[e. Y understand that this submittal will not be accepted for review (and placed on the review list) witil all required information
has been submitted.
Form completed by che responsible Engineer:
Company: m c- -
J
)QQ E2 10%
Address:
Zip code
DaLe: ( ► 9 f ~ Cv + .
q~O
SUBMITTAl.: Accep[ed for review. A,.23•
-D '.J Z
Rerurned for subniiccal of r.ue following:
GENER.AL ITEM # : PROJECT DESIGN # :
R.ESUBMITTAL ITEM
Form renuned to: Company:
Address: Dace:
By:
Spoka.ue Couricy Public Worl:s Developmenc Services
Uckpla[v l.0/May95 2
t '
Simpson Engineers, Inc. Projcct Namc;: KVC Developmeiit
N. 909 Argonne Road Job Number: 13296
Spokane, WA 99292 laisc Ijile: curb 13:113296-A.\%•ql
(509) 926-1322 Datc: 04101/96
TYYICAL SEC 11UN llA'I A
12oad Name: Mission Avenue Raadway ha1F widih: 22 fcel
Curb Type: Type A, Spokane County Std. Lcli or Righl side• Riglil .
T'roject L'uiuts: 6+61.3 to 7+17,62 Station Interval: 25 i'eet
Nolcs: C/L = Centcrline = Crown of puvennent Puge Nwnber: 1 of 1
E.P. = Ldge of Pavement .
PR0P05ED CUlt13 C1tADE CALCULA'I'lUNS
Minimwn Maaimum
Curb EL. Curb EL.
Distanee llistance. E.P. at llislsnce @ -4.5% @-2"/o E.P. to '!'op of
C/L E.P. C/L to C;/L lo cut edge edbe frocn EP + from El' + T.C. CutLcr Curb
Station LLLV. LLEV. ex. E.P. Cut eclgc ELLV. to eurb Curb I Il. Curb 1-it. ELGV. % Slc,pe % Gracic Noles
575.00 22.0 0.0 1979.40 1.20% La's. `l'C
600A0 1979.74 1979.36 22.0 0.0 1979.70 1.20% F-x'g. TC
625.00 1980.23 1979.72 22.0 0.0 1980.00 BVC Ex'g. TC
650.00 1980.71 1980.21 22.0 0.0 1980.44 50' VC Ex'g. '1'C
661.30 1980.95 1980.45 22.0 0.0 1980.73 50' VC Bcgin Curb
675.00 1981.37 1980.83 21.1 14.00 1980.99 8.0 1981.13 1981.33 1981.15 4.25 LVC
700.00 ])82.19 1981.56 19.5 15.00 1981.66 7.0 1981.85 1982.02 1982.00 -2.29 3.40
717.60 1982.77 1982.08 18.3 15.00 1982.24 7.0 1982.43 1982.60 1182.60 -2.00 3.41 End Curb
725.00 1983.01 1982.32 18.3
750.00 1983.86 1983.19 18.2
NOI'LS: (1) rxistung asphall xirill need to be cut and regradui for cross-slope; tu br: 2% to 4.5 % from Station 661+30 to 717+60.
_ (2) Proposed "1"ap of Curb PIVC = 6+50, clcv. 19$0.30
Tt, pF %yAS f/ ~s• : L~•.~ C, ' ~
• 9967 .
. ew~~('C1~~~ .SI~NAI.~G
~ EXPIitES T.
~ r; 97 i
1
ti
~
, - - • • ~ ~
~ a
f a
1 L.~Sr`~.+ti.ti '~f, -
t
C +
~
~ . 177 L-)
7 Scs. C) s
Yti 10 38 • ' ~ , ~ OS
P~~ C~.la~l
> >
~
~ p _0 • C
f2
. ~ ~ zo
f. - 7~~~~ -
~~~6 C,
- ~ I ~ ~
. i C~k wl i ~f {.+."S i ~ x~~'~►1'°2 I~
, -~-t~ ~,.~s ~ ~ C=1- .~'~3 41 ~ ~ y`•CY ~ ~ 4 R
71 Li +
~
n-, 4~.. I' e~l Y'~. ~ . ~ i ~ ~ ~ ! ,J~ ~ " r~.,,~ . .,.1 ~ ~ Y~•-~^
a ~ • ~ ~ c~s
+ . ~
47
• ' ~~,r~•-•ti..~~'~ 1r rY,f-{..J'~~1, r]
~
r;aT r oiU~L For,riuLA HYDRULUfaY
UF;TE =4q19! S'6 DES T GiIVE::R = C S T VIF°'SDIIJ E; `iST BIl:1
PRU J E L T NF1 h1 E= I-I 0 L I D A 1r' ~ iV iL1 E K 1=` i;; SS'
DE:-'-)'Cl; I '*1r I Cli'J = fI1 SS :C ON AVEfJUE .
:aUBFiREi i 1=.~~9 ~0 E-`sL:r-iES SUNAI=~C:r i 1 R L1l\!(:)1= F C:OLF{= I C 1 E 11 l°' .'-`r'
'f i.`7. 'f H L r", F: L A = .09~, 8 ACf; ES C C1!''I1=' CJ S1: 'TLRU NOFf- G C7k`.FF1 CIL NT „ ii
L1VERLANll F'L..OW V,il.._L1ES
C -t - i ) .
J
S
C'.HIVI'JLL. FLOUJ VALtJES
L_ - I ;lu3 .
1 1 44
r.. .
N .016
} t - i_)
s , 011
l"D = . t 197
"QMF'UTE D VE`►LUGS
UUR . c) , ll.ii
G~ . , 1 ~ . o -
~ 1
Q ►-t . „ 21
7
f
~AT2 ONAL FORPIULA HYDRDLO~`7Y
D,ATE 4i 19/96 DEs ~ GNER = C S1 MPsaN BASIN NFW END
F'h~~~CT NMIE = HULII~~~ INN EXPRE-SS
I:~~SCRT F'T I[aN ~ M1 ~SION AVENUE
;yrU ~~r"I R EA I = . 1-287 ACRES ~UDAREA 1 RLJNOFF COL1= FI C ILNT ~ . V
TOTs ,Lw OREA = . 1 2-87 A[:,RES C01111='OSJ: TE 1=4UNOFi= COEFF IL I FNT = u 9
f=lVERLANI? ~LOW V~LL.JES '
Ct = C:x
L i i-~ ~ ~ !`'~`r~.+ ~ . ~ f,_ r r~, .;r~,s J b- t' . ( `
N
CHAMNEL FLOW VALUES
L - 207.6
~ ~ ~ 44
Z2 = .170
N 4 R016
E( s - .017
7D ~ . 1 cii COMPUTE~D VALUE~
-
DUR - 5.00
:f. IC) =
1
oll! = y~~ _r~riw.-l, ~.~k~p'~'~4 " . ,
~'~i u„i3T
,
.
c
...r-
Simpson Enqineers, tnc. Project Name: KVC Development
N. 909 Argonne Road Jab Number: 13296
Spokane, VVA 99292 Disc T'ile: curb 13:\1329G-t1.wq1
(509) 926-1322 Datc: 04/01/96
1YYICAL SEC'110N llA'1'A
' Road Name: Mission Avenue Roadway liall' width: 22 ioct
Curb "1'ype: 1'ypz A, Spokanc County Std. Lell or Rif;lit sidc: Itight
ProjectL'units: 6+61.3 tu 7+17.62 Station lnterval: 25 i'eet
Nolcs: C/L = Centerline = Crown of pavement ' Pabe NLunber: 1 0l' 1
L.l'. = Edge of Pavement 1'R01705Ell C1JR.3 G1tADL+' CALCULA"110NS
Minimum Maximum
Curb EL. Curb EL_
Dist,ancc Distancc E.1'. al Dislance @ -4.5"/0 (u7 -2"/o L•?.Y. to '1'op of
CJL. F.P. C/1.., to C/L to cut edge edge from Ll' + iiom EP +'1'.C. Guttcr Curb
Slation ELEV. ELLV. ex. E.P. Cut edge ELI:V. to curb Curb Ht. Curb Ht. EI..I:V. % Slopc % Grade Na1es
575.00 22.0 0.0 1979.40 1.20% Ex'g. 'CC
600.00 1979.74 1979.36 22.0 0.0 1979.70 1.20% Lx'g. TC
625.00 1980.23 1979.722 22.0 0.0 1980A0 BVC Ex'g. TC
650.00 1980.71 1980.21 22.0 0.0 1980.44 50' VC Lx'g. '1,C
661.30 1980.95 1980.45 22.0 0.0 1980.73 50' VC Begin Curb
675.00 1981.37 1980.83 21.1 14.00 1980J9 8.0 1981.13 1981.33 1981.15 4.25 r'VC
700.00 1982.19 1981.56 19.5 15.00 1981.66 7.0 1981.85 1982.02 1982.00 -2.29 3.40
717.60 1982.77 1982.08 18.3 15.00 1982.24 7.0 1982.-13 19132.60 1982.60 -2.00 3.41 End Curb
725.00 1983.01 1982.32 18.3
750.00 1983.86 1983.19 18.2
NOTE-S: (1) k;xisting asphalt will need to Ue cut and regraded for cross-slope io bc 2% to 4.5 % Gom Slation 661+30 to 717+60.
(2) Proposed '7'up of Curb 1'1VC = 6+50, elev. 1980.30
VIAA' ~ -
4'
~
~
• ~ 99E7 ~
fr~••, ~Q ~
10.NAL
~ EX?IRES 717197
I
1
~ ~w -l ~ l I C.:_ c:~ ~d ~ { ~ ~ `i° i • ; `-a ~
,J
oV.
~
. l ~-~c... •r•c~ ce
7 -f- 1 (J
i J
-31 sc, s
- O. 053Y3
~,.J C.. a n 5~ ~ru G~~ ( V~ P~ ~ r ~ f, i~~ t•~ c
. ~+1
2- OSo -r
.
. ~ ► S~ l e C o ~ L CJ ,
R = O v •
, S • ( . ~ c~ ~/v .
. Q= O z-7 C~ s
f~ ~ rJ`•I? E~~
~
r"-% 4r~J
~ -Th 1. rC.r k-, ~ f ,O
Gl C, V(!
~Ya~
, ~ ~ c... l G v~~ c G! '1' ~ ~ c...~ ~ a E X~ t-~ 1 v~ T cr u L,~ r t ~ 1
, I S 61' , GC. f ~ tGl V t :'1 ~ Vl l: ~ CL l l.~ 1 t\ ~ ~ :Y 'r 1 Q l.J / ~ - ~ • ~ ~7
` f\ ~ J
~L.. { 4'1 . l✓ C ~.s~ C. •
f
"i` :C DIq A L F 0 1;1~1UL A 1-IYDl=;CIL..C7G Y
UF►°f`E: 4q19/96 DE5 T Gl'JEF; = CST C°iF'St:]IV :.)J CJ Li`irl-3'1W ENli
F'F:CIJEC"r I'•!AI°1E t--IOLTDAY TNPI EX1='R'iM~Sj
DESCI-;1: l='T]: Of'J = IITSS! UIV AVCNUE
;~iUBAhLi ; 1=.(--~9ti-'B AL1;ES SL18 i-1C':L= 1 1 1=Ulu(_)1= F GUL1="F" ICIL.:P,al" - o9
"fQTr';L HREA = , 09-,7~',B AGRES COIv11='USl:'1"E RUNUFF C:Oi:-:F'}= 7: C 7: LI\I-I' .9
CIVERLrlNr? l=L0W Vi1{._UCS
C. t i ) .
N ^ t ~ ~""v ~ . ~ r , i ♦
S
CHANl'-aEL.. F'L[7UJ VALUES
L_ 15 1 . , -
Z1 44
, 1 '78
N .016
S - . 01
1
1'U = . (--)ci'?
:011F'UT'EU VAI_UC:~:-)
DUR }C)
s
1 1 cy r~, ~ 18 -
. - - ~ , ~ . . . . .
t;l 1 t=) ~ 7
G? E ; ~ . 177
.
RAT IOIVHAL FURIvIULA HY'D1=%'L7LOG`r
r7EiTE = 4, 19/ ~'i'6 DL:..-~' T CUrJEf; = Ca ST Mf'S01d BryS I N NE4J E'r',S1" EhaD
1=''1-":0,7ELT IuAME = HOL:[DrY TNh1 EX1='{;C~iS L>ESCF TPT I OhJ =M1 SST OIV AVEI14UL
;=;UBAr'CA 1=. 1 ~'07 Hrl=\ES C>UE{al='tE A 1 hl_1luC'lF= F C0E1= F T C]: ENl" .9
TOTAL ~REF; _ . 1:~87 ACRES GUI*1! '[J a]: TE RUIUC]FF C;UEFFT G 1 E.NI° a9
tJ'vEF;Lr'1-nID FLOW V(=iLUEa
t - C)
L
s - ti
CHANNCL F LOW UriLUES L = i)l. b
Z1 = :1. 4
Z :t = . I 7 E3
N = .016
.
S = . (:)1 7
_1_ D ^ . 101
COMF'U"fCD VHLUES
DUR - c:) Ci
►
.11 C) - :i 18 Q 1( ) 7 _ . _ _ ! • . s ~ ; c- C
f? i-i W. 7
~ imp-son Engineefs, nc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
,
M .DOUG BUSKO, E.I.T. Spokane County Engineers
SUBJECT: KVC Development: HOLIDAY IlVN EXPRESS, 9220 East IViission Avenue
DATE: August 7, 1996
Re: DRAINAGE PLAN AMENDMENT
In order to provide better traffic circulation to the motel, the developer wa.nts to
add asphalt pavement on part of the "future restaurant site." The approved "208"
drainage plan has been revised to show additional aspbalt paving and a nevcr grassed
percolation a.rea, referred to as "Pond G."
Attached a.re the following, amending the plan and report you approved earlier this
year:
1} One print of the Drainage Map, showing the previouslv-undeveloped
"future restaurant site" as Basin G, and
2) Two sheets of calculations (Basin G subareas & Pond G- volume
calculations, and bowstring calculations).
Since construction is well undervvay, the developer would appreciate a quick
review of this dra.inage amendment.
If you have any questions or comments, please ca11 me 7:30am to lnm_ M-F.
Tha.nk You_
Doue Christe-nson
Stgned
♦ '
. BASIN "G" Total Basin Area: 39,040 sq. ft.
Impervious Area: 14,822 sq. ft. = 0.340 acre @ Ct = 0.9 Pervious (Lawn/Landscape) Area: 24,218 sq. ft. = 0.556 acre @ Ct = 0.15
Impervious Area breakdown: '
A.sphalt Pavement = 14,822 sq. ft. = 0.340 acre @ Ct = 0.9
Building Roof (composition) = 0 sq. ft. .
Concrete Walks/Pads = 0 sq. ft.
"208" Area: 14,822 sq. ft.
"208" Volume: 618 cu. ft.
14208" PON D "G"
Pond Floor Area: 1,170 sq. ft. (planimeter)
Floor Perimeter: 204 LF with 3:1 slopes on all sides
"208" Treatment Capacitv
Pond Volume @ 6" Depth:
0.5 (1,170) + 0.375 (204) = 585 + 76 = 661 cu. ft.
661 cu. ft. provided > 618 cu. ft. required for "208" treatment
"208" Pond "G" is OK for "208" treatment @ 6" depth
Storaae Capacitv
Pond Volume @ 8" Depth: 0.67 (1,170) + 0.67 (204) = 784 + 136 = 920 cu. ft. .
920 cu. ft. > 432 cu. ft. required with.Type "A" drywell, as per bowstring
"208" Pond "G" is OK for storage @ 0.3 cfs outflow rate
Stormwater Orainage Report for: Holiday Inn Express 816/96
Simpson Engineers, Inc. 10
drainage3lcalcs113296
.
RATIONAL FORMULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 8/6/96 Project Name: Holiday Inn Express Project Number: 13298
Design: Doug Christenson Site Location: SE corner of Mission & Mullan Disk File: B1:lbawstmg110113296.wb1
t
Basin Name: "G" Basin Description: Restaurant Parcel (asphait access to motel; no building)
Pond Name: "G" pond Location: North of the NW corner of the motel building
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A*C Tc (overland flow) Tc (gutter flow)
Asphalt Pavement 0.340 0.90 0.306 Ct = 0.15 L2 = 0
Roofing (composition) 0.000 0.90 0 Z1 = 0
Concrete Patios 0.000 0.75 0 L1(A) = 190 7-2 = 0
Lawn & Landscaping 0.556 0.15 0.0834 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.013 n= 0
0.000 0.00 0 s= 0
Tc (A) = 1.08 d = 0
Total Basin Area, acres = 0.896
Composite Runoff Coefficient 0.435 L1(B) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.39 N(B) = 0 Tc(A+B) 1.08 S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAMETEfRS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 14822 sq. ft. -
"208" Volume Provided = 661 cu. ft.
Storm Storage Provided = 920 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C* I* A= 1.24 ' C.F.S.
#1 #2 #3 #4 #5#6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc. NUMBER and TYPE of DRYWELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1 •so) (A•c'us) (outf.*#2) (#s-#s) 1 Single-Barrel (Spokane County Type A)
0 Doubte-Barrel (Spokane County Type B)
5.00 300.00 3.18 1.24 498 90.00 408
Outflow Provided 0.3 c.f.s.
5 300 3.18 1.24 498 90 408 .
10 600 2.24 0.87 612 180 432
15 900 1.77 0.69 691 270 421 20 1200 1.45 0.56 735 360 375 "208" TREATMENT VOLUME:
25 1500 1.21 0.47 755 450 305
30 1800 1.04 0.40 770 540 230 Required G.P.A. ponding volume:
35 2100 0.91 0.35 780 630 150 Impervious "208" Area x 1/2" = 618 cu. ft.
40 2400 0.82 0.32 799 720 79 volume provided at 6" depth = 661 cu. ft.
45 2700 0.74 0.29 807 810 -3 pKi
50 3000 0.68 0.26 821 900 -79
55 3300 0.64 0.25 848 990 -142 '
60 3600 0.61 0.24 879 1080 -201 STORM STORAGE VOLUME:
65 3900 0.60 0.23 935 1170 -235
70 4200 0.58 0.23 972 1260 -288 Maximum storage required = 432.32 cu. ft.
75 4500 0.56 0.22 1004 1350 -346 volume provided at 8" depth = 920 cu. ft.
80 4800 0.53 0.21 1012 1440 -428 pKi
85 5100 0.52 0.20 1053 1530 -477
90 5400 0.50 0.19 1071 1620 -549
95 5700 0.49 0.19 1107 1710 -603 DRYVNELL REQUIREMENTS:
100 6000 0.48 0.19 1141 1800 -659
1 Single (TYPe A) 0 Double (TYPe B)
STOR:MWATER DRA.IN'AGE P~POI'-~T
1'or
Hali.day Ynn Express
9220 East Niission Avenue, Spokane, WA
' in the NW 1/4 of Section 17, T. 25 N., R. 44 E.W.M.
Spokane County, Washington ~
I& v
Site Layout: KVC Development ~
wa
~ ~L
February 12, 1996
~
Report Prepared By:
Simpson Engineers, Inc. pFFlCIAL PUBIIC DOCUMENT
North 909 Argonne Road gppKqNE COUN'fY ENGINEER'S OFFICE
Spokane, WA 99212 ~ ~ ~ A-00
PIZOJl:C'1' NU. 13296 PROJECT # , l'~:- /
SUBMiTTAL # ~ kLTURN TO
COUNTY ~G1~dtER
* ~C ~C 7'A BLE O.F CONTENri S k n ~c
S E.
Project Description wA
"208" Pond Volume Calculations
° ~ ,
Z/ V96
Drainage Basin Data
. ~t 9967
jC~. QFQJ~~L~ ~Rational Formula Hydrology & Bowstruig Calculations ~ss~ONAL
-,r,~ES 97 S.C.S. Soiis Map and Descriptiais ` ~
Supplementary Map: "208" Drairiage Plan
Stormwater Drainage Report for. Holiday Inn Express 2113~-J6
Simpson Engineers, Inc. 1
drainage3lcalcs113296
~~OJ~~~
The praject site is located at the northwest carner of 7Visssion AvenLie and Mullan,Road in
, the Spokane Valley, The subject property consists of tliree parcels, with two combined
~ for the motel arnd parking areas; '1'he third parcel, at the nort~iwest corner of th-c site, is
,
projected to h~ave a restaurant, alihough it is not firmly planned and is thus excluded f'rom
thi~ pr0ject. The existing ground has ager~tle slope froin northeast ta south~{~st.
- The praposed project en~ompasses constructian of a new niotel building alang the south
property iine, with asphalt parl:ing areas to the ~ro-nt and sides. The building w'til be about
12,500 sq. ft., wi-th acornpasitian raof slope~ ~oward the north and south.
- The site will be regraded -to create six on-site drainage basins, referred to as,Basins A, B,
C, D, E. and F. Far retention and disposal of stormwaier collected on the site, six "2208"
grassed percnlatian areas (iiponds") will be const.ructed, one for each basin. Basin A,
which consis#s aimost entirely of asphalt parking surface, wilt drain to Pond A, located
along Mission Avenue at the north end of the site. Basiti !3, also mainly aspha'lt, will drain
to Pond B ak the northeast corner of the site. I3asin C, consisting of asphalt and some of
' the roof su,ifaces, will. drain to 1'and C just north of t.he main b~~lding entirance. Basin D,
af the east end of the rnotel buildix,g, drains to 1'c~r~d D bet~vv~~n th~ t~uil~r~n~ and th~, so~it~
. property line. Basin E includes most ofthe motel plus asphalt on the narth and west sides
~ o#'the building, draaning to Pond E at the southwest ~orn.er ofthe site. Basin F is asrnall
' area at the northeast corner of ihe motel. Runoff fram the asphalt parking areas and rpoi'
areas will reach the ponds via surface flaw.
As per Spokane Caunty requirements for "208" treatment, a11 on-site asphalt paverrlcn.t
surfaces and composition roafing are included in the "208" ponding calculations. All
, i.rnproveci surfaces within the site will drain to the grassy "208" ponds. Outflow firorn
each of the "208" ponds will be accomplished with a single Type "A„ drywell. In the
"20877 gonds, the panding depth for treatmen# is 6", while the ponding depth far
' sCorage dn excess afoutflaw is 8". Suf~'icient storage volume for a'lO-yea.r starnn
,
event, as per the bowstn'ng calculations, is provicled within the first S" of pondir~g depth
in each "208" pand. °
The soils at the site are Gc-irrison series gravelty laarn, vvlaich are recognized by Spoka,ie
Caunty as harring very rapid pernieability arid an altowable infiltration rate of 0.3 c.i-* s.
, for Type "X" drywells. The drainage design and ouLtlow calculations are based on the
assurnption that the materia1 at the location of t,he drainage faeilities wi11 provide outflow
; at the rate of 0.3 c1s, through the drywell and 0.36"/hr. througla the pond floar.
Starmwater Qrainage Report for. Holiriay Inn Expcess - 211 aG6
, Simpson Engineers, InG. . 2
drairiage3lcalcs41 32g6
•
"208" POND VOLUME CALCULATIONS
The following pages contain data for die on-site drainage basins and "208" storniwater retention
ponds. Refer to the 1" = 20' site "208" Drainage Plan for the site layout and locations of
drainage basins and ponding areas.
For the proposed drainage ponds with 3:1 side slopes, the pond volume can be calculated wiLh two
components: the volume directly above the pond floor plus the volume above the side slopes. To
compute the volume at any ponding depth, only two parameters need to be Icnown: pond floor area
and pond floor perimeter length (both are specified oii the Drai,iage Plaii map). Volume is calculated at 6" depth for "208" treatment and at 8" depth for storage, as follows:
At 6" depth:
Pond Volwne =(0.5 ft. depth x pond floor area) +(1/2 x 0.5 x 1.5 x pond floor perimeter)
=0.5A+0.375P
At 8" depol:
Pond Volwne =(0.67 ft. deptli x pond floor area) +(1/2 x 0.67 x 2.0 x pond floor perimeter)
= 0.67 A + 0.67 P
2.0 feet ~
-
~ 1. 5 feet .
8" = 0.67 ft
6" = 0.5 ft.
,
Pond Floor .
'
J
NOTE: All impervious surfaces are included in hydrology and bowstring calculations,
but only on-site a.sphalt pavemetlt und roof areas are considered for "208" treatment in
the first 6" ponding depth in each "208" pond. Concrete walks and pads are considered
non-polluting, so they are excluded from "208" treatment, although they are included i❑
the hydrologic calculations. Off-site drainage should not reach the "208" ponding areas.
Stormwater Drainage Report for: Holiday Inn Express 2/13r96
Simpson Engineers, Inc. 3
drainage3lcalcs113296
7 DRAINAGE BASIN DA'1~A
BASIN "A"
~Tota.l Basin A.rea: 10~690 sq. fi.
•/Impervious Ar-ea_ 6,920 sq. frt. = 0. 159 acre ti Cl = 0.9
~Pervious (LawnfLandscape) Arca: 3,770 sq. ft. = 0.087 acre r.~ Cl = 0. 15
]rnpervious Area breakdown:
Asphall -Pavement = 6,920 sq. ft. = 0. 159 acre u, Ct = 0.9
Building Root = 0 sq. ft.
Concrete Walks = 0 sq. ft.
No`c;: actrral asphult 6,180 srl. fl.; IUdGlI Il7clcrcles aclclitivncil 740 srl. f~.
prvvisic~~jt for'J.i lut-e u.spitult, Io n7atch fiaure i;ust 1:1' c'u resturu•wlt aite.
11208" Area: 67920 sq. ft.
4~'208" Volume: 288 cu. ft.
c•208" PON l) "'A"
Pond Floor Area: G' x?5' = 456 sq. ft.
'flaor Perimeter: 164 LF with 3:.1 slopes on all sides.
"208 Treatnlent CapaCIIV
iond Volume c.~ 6" Depth:
0.5 (456) + 0.375 (164) = 228 62 = 290 cu. ft.
290 cu. ft. provided > 288 cu. ft. rcquired for "208" tri;atinent
"708"' 1'ond ccX1S OK fOI' "'?08"' irc:atment @ 6" df;ptfi
Storage Cap<<citx
~ond Volume @ 8" Depth:
0.67 (456) + 0.67 (164) = 305 + I 10 = 415 t;u. ft.
415 cu. ft. % 11 0 cu. ft. requi.red with Type "A" drywell, as per bawstring
"208".Pond "A" is OK for storabe @ 0.3 cfs outflow rate
Siormriater Orainage Report I'or: Holiday Inn Express 211 V96
Simpson Engineers, Inc. 4
d ra in a g e3ta Ics113290
BASI1V "B"
✓
Tolal Basin Area: 112260 sq. ft. ,
Impervious ~-lrea: 8,268 sq. ft. = 0.190 acrc rl, Cl = 0.9
Pelvious (Lawn/Landscape) Area: 2,992 sq. ft. = 0.069 acre @ Ct = 0.1 5
.Impervious Ar-ea breakdown: '
Asphalt Pavement = 8,268 sq. 11. = 0.190 acrc u Cl = 0.9
Building Root' = 0 sq. ft.
Concrete Wall:s = 0 sq. ft.
"208" Area: 8:1268 sq. ft. / -
"208" Volurne: 345 cu. tt .i
"208" P0 N-ll ::1ill
✓
pond rioor a,-ea: [(18' + 22')i2 X26'] + (4x Zo') = s?o + 80 = 600 5ci_ ft.
' Floor 1'crimetei-: 131 Lr with 3: i slapes on all sides ,
"248" I"reatment Capacity_
Pond Volurne @ 6" Dcpth: ~
0.5 (600) + 0.375 (131) = 300 + 49 = 349 cu. 1 t.
349 cu. ft. prov'ided > 345 cu. ft. requirecl Cor "208" treatinenl
"208" Pond "k3" is OK i'or "208" treainlenl c 6" cleptll
Starag)e Capacily_
1'ond Volume @ S" Depth: ✓ ,
0.67 (600) + 0,67 (131) = 402 + 49 = 451 cu. 11.
451 cu. ft. > 1142 cu. tl. required wilh rl'ype "A" cirywell, as per bowstring
"208" Pond "B" is OK for storage @ 0.3 cIs outtlow rale
Stormwater Drainage Report for: Holiday Inn Express 2/14196
Sirnpson Engineers, Inc. 5
drainage3lcalcs113296
BAS1N "C"
✓
Tofial Basin Area: 21,030 sq. ft J
I m p e iv i o u s A. r e a: 14,778 s q. ft. = 0.339 a c r e @ C t = 0.9
Pervious (Lawn[Landscape) Area: 6,252 sq. ft. = 0, 144 acre @ Ct = 0.15
. fmpervious Area breakdown:
Asphalt Pavement = 12,063 sq. ft. = 0.277 acre @ Ct = 0.9
13uilding Roof (composition) = 1,730 sq. ft. = 0.040 acre @ Ct = 0.9
Porte Cochere/Entry Roofs = 960 sq. ft. = 0.022 acre u Ct = 0.9
Concrete Pads (in Pond C) = 25 sq. ft. = 0.0004 acre @ Ct = 0.75
✓
"208" Area: 12,063 + 12730 + 960 = 14,753 sq. ft.
"208" Volume: 615 cu. ft.✓
"208" PUN D "C"
Pond rloor Area: 1/4 7t(132) +(14 x 29) +(S x 42) +(3 x 15) l 5 x 14)
= 133 -r 406 + 336 + 45 + 210 = 1,130 sq. ft.
Floor Perimefier: 155 LF with 3: ] slopes on all sides
"208" Treatment CaUacitv
Pond Volume @ 6" Depth:
0.5 (1,130) + 0.375 (155) = 565 ~o68 = 623 cu. ft.
623 cu. ft. providEd > 615 cu. ft. required for "208" treatment
"208" Pond "C" is OK for "208" treatment @ 6" depth
StoraQe Canacitv
Pond Volume @ 8" Depth:
. 0.67 (1,130) V 67 (155) = 757 + 104 = 861 cu. ft.
861 cu. ft. > 334 cu. ft. required with 7 ,ype "A" drywell, as per bowstnnb«
"208" Pond "C" is OK for storage @ 0.3 cfs outflow rate
Stormwater Drainage Report for: Holiday Inn Express ' 2/13196
Simpson Engineers, Inc. g
drainage3Vcalcs113296
0
BASIN "U"
V
Tota1 Basin Area: 92300 sq. ft.
Impervious Area: 6,108 sq. ft. = 0. l 40 acre u Ct = 0.9
Pervious (Lawn/Landscape) Area: 3,192 sq, ft. = 0.073 acre @ Ct = 0.15
Impervious Area breakdown:
Asphalt Pavement = 4,176 sq. ft. = 0.096 acre @ Ct = 0.9
Building Roof (camposition) = 1,450 sq. ft. = 0.033 acre @ Ct = 0.9
Concrete Walks/Pads = 482 sq. ft. = 0.011 acre @ Ct = 0.75
✓
"208" Area: 4,176 + l,45~= 5,626 sq. ft.
"208" Volume: 235 cu. ft.
11208" POND ccD"
Pond Floor Area: (5' x 72') = 360 sq. ft. /
Floor Perimeter: 154 LF with 3:1 slopes on all sides ~
"208" TI-eatment Canacitv Pond Volume a 6" Depth:
0.5 (360) + 0.375 (154) = 180 + 58 = 238 cu. ft.
238 cu. ft. provideci V 235 cu. ft. required for "208" treatment .
"208" Pond "D" is OK for "208" treatment @ 6" depth
Storage CapacitX
-Pond Volume @ 8" Depth:
, 0.67 (360) + 9.67 (154) = 241 + 58 = 299 cu. ft.
299 cu. ft. > 83 cu. ft. required wifih 1,ype "A" drywell, as per bowstring
"208" Pond "D" is OK for storage u 0.3 cfs outflow rate
Stormwater Drainage Repflrt for: Holiday inn Express 2/13/96
Simpson Engineers, Inc. 7
dra inage3\calcs113296
B~~IN "C" -
~
Total Basin Area: 327 178 sq, ft.
Impervious Area: 25A06sq. ft. =0.553acre @Ct =0.9
Per-vious (I.awiVLaradscape) Area: 6,772 sq. ft. _ 0:1 5 5 Ct = 0.1 5
Impervious Area breakdown:
Asphalt Pavernent = 14,102 sq. fl. = 0.324 acre @ Ct ~&9
BuildinglCanopy Roo-f (composition) = 10,22 D sq. ft. = 0.235 acre Ct = 0_9
_ ConcreteWalksIPads = 1,084 sq_ ft. = 0.025 acre cr Ct T0.75
, "20877 i31i+GL. K, 102 + 105220 245322 Jq. ft/
0120911 Volume: 17014 Cl,l, ft. V ;
I
ii~20811 i Oi■D iiE11
- Pond Flnar Ai-ea: (6 ' x. 144') + (9' x 65') + (5' x ;3 ) 5') + 112(2' x 60')
- = 864 + 5 85 + 175 + 60 = ],654 sq. fl.
F1oor Perimeter: 506 LF with 3:1 slopes on all sides ~
4:208" Treatrnent Caoacitv
- Pond Volurne tr 6" 1"]epth,:
_ &5 (1,684) + 0.375 (506) _ 842 + 190 = 1,032 cu, ft.
1,032 cu, ft, provided if 1,414 cu. ft. requii-ed for "208" tr-eatnient
- ."20$" Pond "E" 1s 0Kfor "208" treatrnenfi @ 6" deptli
,
, 5toraae CapaciCv
Pond Volurne @ 8" Depth:
. 0.67 (1,684) + 0.67 (6) = 1,128 + 339 _ 1,467 cu. ft.
1, C~ 4~77 Cl,~. > ~397 U. ft. Tt'. Ll1red w1th T~~ }'L~I~ VY+~r • r
~ iI, aS pef bUWSfI'3~7~
ee208" Pand "E" is OK for storage @ 0.3 cfs outflow rate
Stormwaker arainage Report for: Hoiiday !nn Express 2113~96
&mpsa~ Engineers, Inc. 8
tfrsi n age31ca Ic st13296
BAS1N "F"
✓
Total Basin Area: 2,474 sq. ft.
Impervious Axea: 1,610 sq. f~.~~.037 acre @ Ct = 0.9
Perviaus (Lawn/Landscape) Area: 864 sq. ft. = 0.020 acre @ Ct = 0.15
Impervious Area breakdown: -
Asphalt Pavement = 0 sq. ft.
Building Roof (composition) = 1,450 sq. ft. = 0.033 acre @ Ct = 0.9
Concrete WaUcs/Pads = 160 sq. tl. = 0.004 acre @ Ct = 0.75
"208" Area: 1,450 sq. ft. .
"208" Volume: 60 cu. ft.
64208" POND "F"
Pond Floor Area: (2' x 36)
' = 72 sq. ft. ✓
✓
filoor Perimeter: 76 :LF with 3:1 slopes on all sides
"208" Treatment Capacitv
Porici Volume @ 6" Depth: 0.5 (72) + 0.375 (76) = 36 + 28 = 64 cu. ft. 64 cu. ft. provided >✓60 cu. ft. required for "208" treatment
"208" Pond "F" is OK for "208" treatment ci 6" depth
Storaae Capacitv
Pond Volume @ 8" Depth:
0.67 (72) + 0V 7 (76) = 48 + 51 = 99 cu. ft.
99 cu. ft. > 0 cu. ft. required witll Type "A" drywell, as per bowstring
"208" I'ond "F" is OK far storage cr 0.3 cfs ouiflow rate
Storm►vater Drainage Report for: Holiday Inn Express 2/13J96
Simpson Engineers, Inc. g
drainage3tcalcs113296
RATIONAL FORf+11ULA HYGROLOGY & BOWSTRING fVIETHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORPJI.EVENT
Date: 2/12/96 Project Name: Holiday Inn Express Project Number: 13296 Design: Doug Christenson Site Location: SE corner of Mission & Mullan Disk File: B1:1bowstm9110;13296.wb1 Basin Narrie: "A" Basin Description: North-central portion of parking area
Pond Name: "A" Pond Location: Behind ewsting sidewalk along Mission Avenue .
SUBAREAS: TIME OF CONCEtJTRATION (minutes):
Description Acres C A*C Tc (overland flow) Tc (yulter flow)
Asphalt Pavement 0_159 0.90 0.1431 Ct = 0.15 L2 = 0
Roofing (composition) 0.000 0.90 0 , Z1 = 0
Concrete Walks 0.000 0.75 0 rL'1(A) = 90 Z2 = 0
Lawn & Landscaping 0.087 0.15 0.0131 N(A) = 0.016 B= 0 •
0.000 0.00 0 S(A) = 0.011 n= 0
0.000 0.00 0 s= 0
Tc (A) = 0.72 d = 0
Total Basin Area, acres = 0.246
Composite Runoff Coefficient = 0.635 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area'` Runoff Coefficient) = 0.16 N(B) = 0 Tc(A+B) 0.72
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Hoiding 0.00
Impervious "208" Area = 6920 sq. ft_ Q (est) 0.00 c.f.s.
"208" Volume Provided = 290 cu. ft.
Storm Storage Provided = 415 cu. ft. , 1"ime of Concentration = 5.00 minutes
. PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C' I* A= 0.50 C.F.S.
#1 42 #3 44 #5 #6 #7
Tima Time Intensity Q dev. V in V aut Storage '
Inc. lnc. NUMBER and TYPE of GRYWELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(g1 •so) (a•c'y3) (outf.•#2) ~#546) 1 Single-Barrel (Spokanz Counry Type A)
_ 0 Double-Barrel (Spokane County Typz B)
5.00 300.00 3.18 0.50 200 90.00 110
5 300 3.18 0.50 200 90 110 Ouiflow Provided 0.3 c.f.s.
~
10 600 2.24 0.35 246 180 66
15 900 1.77 0.28 277 270 7
20 1200 1.45 0.23 295 360 -65 "208" TREATfVIENT VOLUME:
25 1500 1.21 0.19 303 450 -147 •
30 1800 1.04' 0.16 309 540 -231 Required G.P.A. ponding volume:
35 2100 0.91 0.14 313 630 -317 Impervious "208" Area x 1/2" = 288 cu. ft.
40 2400 0.82 0.13 320 720 -400 volume provided at 6" depth = 290 cu. ft.
45 2700 0.74 0.12 324 890 -486 OK!
50 3000 0.68 0.11 329 900 -571
55 3300 0.64 0.10 340 990 -650
60 3600 0.61 0.10 353 1080 -727 STORM STORAGE VOLUME:
65 3900 0.60 0.09 375 1170 -795
70 4200 0.58 0.09 390 1260 -870 Maximum storage required = 109.62 cu. (t.
75 4500 0.56 0.09 402 1350 -948 volume provided at 8" depth = 415 cu. ft.
80 4800 0.53 0.08 406 1440 -1034 OKi
85 5100 0.52 0.08 422 1530 -1108
90 5400 0.50 0.08 430 1620 -1190
95 5700 0.49 0.08 444 1710 -1266 DRYVIlELL REQUIREMENTS:
100 6000 0.48 0.07 457 1800 -1343
1 Single (Type A) 0 Double (TYPe B)
RATIONAL FORPv1ULA HYDROLOGY & BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2J12/96 Project Narrie: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE corner of IVrission & Mullan oisk Fue: 81Abovvscrng:10i13296.wb1
Basin Name: "B" Basin Descrip6on: Northeast corner of parking area
Pond Name: "B" Pond Location: Northeast corner of project site
SUBAREAS: TIME OF CONCENTRATION (minutes):
Description Acres C A*C Tc (overland iiow) Tc (gutter flow)
Asphalt Pavement 0.190 0.90 0.171 Ct = 0.15 12 = 0
Roofing (composition) 0.000 0.90 0 ~ Z1 = 0
Concrete Walks 0.000 0.75 0 L1(A) = 145 Z2 = 0
Lawn & Landscaping 0.069 0.15 0.0104 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.011 n= 0
0.000 0.00 0 s= 0
7c (A) = 0.96 d = 0
Total Basin Area, acres = 0.259
Composite Runoff Coeificient = 0.700 L1(B) = 0 Tc (gut.) 0.00
Combined (Area Runoff Coefficient) = 0.18 N(B) = 0 Tc(A+B) 0.96
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 8268 sq. ft.
"208" Volume Provided = 349 cu. ft.
Storm Storage Provided = 490 cu. ft. Time of Concentration = 5.00 minutes
PEAK DI5CHARGE, 10 YEAR STORM:,
80WSTRlNG CALCULATIONS Q= C"` I* A= 0.58 C.F.S.
#1 42 #3 #4 #t5 #6 #7
Tirrie Time Intensity Q dev. V in V out Storage
lnc. Inc. . NUMBER and TYPE of DRYU1lELLS PROPOSED:
{min_} (sec.) (in.lhr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) .
1 -so) (A•c•#3) (oucf.•#2) (#s-#s) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.58 232 90.00 142 / Outflow Provided 0.3 c.f.s.
5 300 3.18 0.58 232 90 142
10 600 2_24 0.41 285 180 105
1 S 900 1.77 0.32 322 270 52
20 1200 1.45 0.26 342 360 -18 "208" TREATNIENT VOLUfv1E:
25 1500 1.21 0.22 352 450 -98
30 1800 1.04 0.19' 359 540 -181 Required G.P.A. ponding volume:
35 2100 . 0.91 0.17 363 630 -267 Impervious "208" Area x 1f2" = 345 cu. ft.
40 2400 0_82 0.15 372 720 -348 volume provided at fi" depth = 349 cu. ft.
45 2700 0.74 0.13 376 810 -434 . OK!
50 3000 0.68 0.12 383 900 -517
55 3300 0.64 0.12 395 990 -595
60 3600 0.61 0.11 410 1080 -670 STORM STORAGE VOLUME:
65 3900 0.60 0.11 435 1170 -735 .
70 4200 0.58 0.11 452 1260 -808 Maximum storage reyuired = 141.83 cu. ft.
75 4500 0.56 0.10 467 1350 -883 volume provided at 8" depth = 490 cu. ft.
80 4800 0.53 0.10 471 1440 -969 OK!
85 5100 0.52 0.09 491 1530 -1039 90 5400 0.50 0.09 499 1620 -1121
95 5700 0.49 0.09 516 1710 -1194 DRYV1lELL REQUIRENIENTS:
100 6000 0.48 0.09 531 1800 -1269
1 Single (Type A) 0 Double (TYPe B)
0
RATtONAL FORMULA HYaROLOGY ~~~~STRING METl-IOC7: aETENTJOlV BASlN DESIGIV
- DRAlNAG E BASIiV ANALYS I~ for 10 YEAR STO RM E1lE N7
Dateo 2f12196 Project hlame: Holiday Inn Express Project Number: 13296
. Design: Daug Christenson Sike Locatian: SE corner of Mission & MulJan o~~~ ~l `,~owU{ng\W,13a9S.vibl
Basin Name~ OPCFP Bas-in Descriptiorr: Central portion of prnject sfte
Porrd Name: "c'i Pond ~ocafian: UUith€r~ ~urb island tn north af mate[ main entrance'
SUBAREAS: l-Jrv1E OF CONCENTRATiGN (mirrutes):
❑escriptian Acres c A"C Te (overlarid fso,nr)~~~~---`Cc: (guiiar flow)
Aspha[t Pavement 0.277 0.30 0_2493 Ct = 0_15 L2 = D
- Roofing (cnm~~s~tion) 0.062 0.90 0.0558 Zl = D
Cat~crete ~fl~a[ks 0.000 0.75 0 '~Ll (A►) _ 150 Z2 = 0
Lavun & Landscaping 0.144 0.15 0.0216 h1(A) - 0.016 8 = 0
0.000 0.00 0 : (A) = 0.425 n - 0
0.000 0.00 D s= D
~ Tc (A) _ 017 d = D
To#ai 6asEn Area, acres 0.483 . Compasite Runo-ff Coefticierit = 0.676 L°1 (B) _ 0 Tc (gut,) 0_00
. Cornbined (Area * F2unoff Coefftcient) 0.33 hl(6) _ 0 Tc(A+B) 0.77
, s(3) _ 0
Tc #ntal 5.00
- Tc (B) = 0.4 Entensrty 3_18
_ `208" DRAINAGE RARAMETEftS: F-Eoldirag 0.00
Q (es-t) 0.00 c.f,s.
Imperviaus "208" Area - 14753 sq. ft.
"208" Volume Pravided = 623 cu. ft.
, Starm 5torage Pravided = 661 cu. ft. Time af Concentration _ 5.00 rninutes
- PEAK 015CHARGE, 10 YE4R STORM:
; BO1NSTRING CALCULATiDNS Q = C* l" A= 11.04 C.F.S.
91 42 43 #4 45 #`'o #7
Time Yime lntensity Q dev. V in 11 out Storaga
. Inc, Inc. . NUM~EP, ar,d T1lPE of DRYWELLS PRUPOSED:
` (rnin.) (sec,) (in.1hr) (cfs) (cu. ft,) (cu. ft.) (cu. Ft.)
pi •60) {A•c•~~) ~outf_`92~ ~~65-M 1 Single-Barreh (Spokane Cnuniy Type A)
.
0 ❑oubleTBar-rel (Spokane County 1'ype 6)
~ ; 5.00 300.00 3.18 1 .04 418 90.00 328
OLt#lo+nr Provided 0.3 c1s.
s 300 3.18 1.04 418 90 328
10 600 2.24 0.73 514 180 3341/
15 900 1.77 0.58 579 270 309
24 1200 1.45 0.47 617 -360 257 "208" TREATMENT VOLUME :
25 1500 1.21 0.40 633 450 183 , 30 1800 1.04 0,34 646 540 106 Required G.P.A. ponding volume:
' 35 2100 0.91 0.30 GSS 630 25 lmperviaus "208" Area x1!2" _ 615 cu. f#,
40 2400 0.82 027 674 720 -50 volume prov-ided at 6" dep#h = 623 cu, ft,
45 2700 0.74 O.24 677 810 -133 CK!
- - 50 3000 0.65 0.22 689 900 --211
' 55 3300 4.84 0.27 711 990 -279 ' 60 3600 0.61 0.20 738 1080 -342 STORM STQRAGE VOLUfv4E:
65 3900 0_60 0.20 784 .1170 -386
70 4204 4.58 0.19 815 1260 -445 Maxirnum storage requtred = 333.73 cu, ft.
75 4500 0.56 0.18 842 1350 -508 vvlurrte prnv-lded at 8" depth - 861 cu. ft.
80 4800 0.53 0.17 849 1440 -591 OKi
85 5100 0.52 0.17 884 1530 --646
90 5400 0,50 0.16 899 1620 -721
' 95 5700 0.49 0.16 929 1710 -784 L7RY1lVELL REQUlRElU'IENTS; 100 6000 0.48 0.15 - 957 1800 -843
1 Single (Type A) 0 Double (Type 6)
RATIONAL FORMULA HYDROLOGY & BOWSTRING METH4D: DETENTION E3ASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2/12/96 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christenson Site Location: SE corner of Mission & Mullan Disk Fi(c: B1:`tbowstmg:1oi13296.wb1
Basin Name: "D" Basin Description: Southeast corner of site
Pond Name: "D" Pond LocaGon: Along south property line at east end of motel building
SUBAREAS: TlftliE OF CONCENTRATION (minutes):
Description Acres C A'`C Tc (ovei idnci ilow) Tc (gUllCf 1104Y)
Asphalt Pavement 0.096 0.90 0.0864 Ct = 0.15 L2 = 0
Roofing (composition) 0.033 0.90 0.0297 Z1 = 0 Concrete VIlalks & Pads 0.011 0.75 0.0083 ~1(A) = 80 Z2 = 0
Lawn & Landscaping 0.073 0.15 0.011 (A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.035 n.= 0
0.000 0.00 0 s= 0
Tc (A) = 0.4£3 d = 0
Total Basin Area, acres = 0.213
Composite Runoff Caefficient = 0.635 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area ` Runoff Coefficient) = 0.14 N(B) = 0 Tc(A+B) 0.48
S(E3) = 0
Tc totat 5.00
Tc (B) = 4.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 5626 sq. ft.
"208" Volume Provided = 238 cu. ft.
Storm Storage Provided = 299 cu. ft. Time af Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORNI:
BOWSTRING CALCULATIONS Q= C* I R A= 0.43 C.F.S.
#1 42 #3 #4 #5 _#6 #7
Time Time Intensity Q dev. V in Vout Storaye
lnc. Inc. NUMBER and YYPE of DRYO!FLLS PROPOSED:
(min.) (sec_) (in./hr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
1 •so) (A•c•#s) (0utf.•#2) (#5-#6) 1 Single-Barrel (Spokane County Type A)
r-= 0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.43 173 90.00 83
S 300 3.18 0.43 173 90 83 Outflow Provided 0.3 c.f.s.
10 600 2.24 0.30 213 180 , 33 , 15 900 1.77 0.24 240 270 -30
20 1200 1.45 0.20 255 3fi0 -105 "208" 7REATMENT VOLUME:
25 1500 1.21 0.16 2fi2 450 -188
30 1800 1.04 0.14 268 540 -272 Required G.P.A. ponding volume:
35 2100 0.91 0.12 271 630 -359 Impervious "208" Area x 1/2" = 234 cu. ft.
40 2400 0_82 0_11 278 720 -442 volume provided at fi" depth = 238 cu. ft.
45 2700 0.74 0.10 281 810 -529 OK!
50 3000 0.fi8 0.09 285 900 -61 S
55 3300 0.64 0.09 295 990 -695
60 3600 0.61 0.08 306 1080 -774 STORM STORAGE VOLUME:
65 3900 0.fi0 0.08 325 1170 -845
70 4200 0.58 0.08 338 1260 -922 Maximum storage required = 82.962 cu. ft.
75 4500 0.56 0.08 349 1350 -1001 volume provided at 8" depth = 299 cu. ft.
80 4800 0.53 0.07 352 1440 -1088 OK!
85 5100 0.52 0.07 366 1530 -1164
90 5400 0.50 0.07 372 1620 -1248
95 5700 0.49 0.07 385 1710 -1325 DRYVIIELL REQUIREIVIENTS:
100 6000 0.48 0_06 396 1800 -1404
1 Single (Type A) 0 Double (Type B)
. RATIONAL FORMULA HYDROLOGY 8. BOWSTRING METHOD: DETENTION BASIN DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2/12/96 Project Name: Holiday Inn F~cpress Project Number: 13296
Design: Doug Christenson Site Location: SE corner of Mission & Mullan Disk Filc: B1:1to%vt1rng110113296.wb1
Basin Name: "E" Basin Description: Southv+,►est corner of site, including west half of motel building
Pond Name: "E" Pond Locabon: Along south properiy line at west end of motel building
SUBAREAS: TI(VIE OF CONCEN7RATION (minutes):
Description Acres C A*C Tc (averiarid ilow)' Tc (gulter floav)
Asphalt Pavement 0.324 0.90 0.2916 Ct = 0.15 L2 = 0
Roofing (composhion) 0.235 0.90 0.2115 ~ Z1 = 0
Concrete Walks & Patios 0.025 0.75 0.0188 L1(A) = 240 Z2 = 0
Lawn & Landscaping 0.155 0.15 0.0233 N(A) = 0.016 B= 0
0.000 0.00 0 S(A) = 0.014 n= 0
0.000 0.00 0 s= 0
Tc (A) = 1.21 d = 0
Total Basin Area, acres = 0.739
Composite Runoff Coefficient = 0.738 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area Runoff Coefficient) = 0.55 N(B) = 0 Tc(A+B) 1.21
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensity 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00 Q (est) 0.00 c.f.s.
Impervious "208" Area = 24322 sq. ft.
"208" Volume Provided = 1032 cu_ ft.
Storm Storage Provided = 1467 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORM:
BOWSTRING CALCULATIONS Q= C* I* A= 1.73 C.F.S.
#1 #2 43 ~ #5 #o #7
Time Time Intensity Q dev. V in V out Storage
Inc. lnc. tJUM1J1BER and TYPE of DRYI/LIELLS PROPOSED:
(min.) (sec.) (in./hr) (cfs) (cu. ft.) (cu_ ft.) (cu. ft.)
(u1 •so) (A•c•0) (ourf.*92) (4546) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 1.73 697 90.00 607
Ouiflow Provided 0.3 c.f.s.
5 300 3.18 1.73 697 90 607
10 600 2.24 1.22 857 180 677
15 900 1.77 0.96 967 270 697
20 1200 1.45 0.79 1029 360 669 "208" 7REF,TNIENT VO! UME:
25 1500 1.21 0.66 1057 450 607
30 1800 1.04 0.57 1078 540 538 Reyuired G.P.A. ponding volume:
35 2100 0.91 0.50 1092 630 462 Impervious "208" Area x 1!2" = 1013 cu. ft.
40 2400 0.82 0.45 1118 720 398 volume provided at 6" depth = 1032 cu. Ft.
45 2700 0.74 0.40 1130 810 320 OK!
50 - 3000 0.68 0.37 1150 900 250
55 3300. 0.64 0.35 1187 990 197
60 3600 0.61 0.33 1231 1080 151 STORM STORAGE VOLUME:
65 3900 0.60 0.33 1309 1170 139
70 4200 0.58 0.32 1360 1260 100 Maximum storage required = 696.76 cu. ft.
75 4500 0.56 0.31 1405 1350 55 volume provided at 8" depth = 1467 cu. it.
80 4800 0.53 0.29 1416 1440 -24 OK!
85 5100 0.52 0.28 1475 1530 -55
90 5400 0.50 0.27 1500 1620 -120 '
95 5700 0.49 027 1550 1710 -160 DRYWELL REQUIREMENTS:
100 6000 0.48 0.26 1597 1800 -203
1 Single (Type A) 0 Double (TYPe B)
RATIONAL FORMULA HYQROLOGY & BOWSTRING fVIETHOD: DETENTION BASW DESIGN
DRAINAGE BASIN ANALYSIS for 10 YEAR STORM EVENT
Date: 2/12/96 Project Name: Holiday Inn Express Project Number: 13296
Design: Doug Christensort Site Location: SE corner of Mission & NYullan Disk File: B1:tbo%vstrn91.10t13296.v:o1
Basin Name: "F" Basin Description: Northeast corner of motel building
Pond Name: "F" Pond Location: North of northeast corner of motel building
SUBAREAS: TIME OF CONCENTRATION (minutes):
DescriKrtion Acres C A*C Tc (overiand fiow) Tc (gulter fiow)
Asphalt Pavement 0.000 0.90 0 Ct = . 0.15 L2 = 0
Roofing (composition) 0.033 0.90 0.0297 • Z1 = 0
Concrete Patios 0.004 0.75 0.003 L1 (A) = 15 Z2 = 0
Lawn & Landscaping 0.020 0.15 0.003 N(A) = 0.4 B= 0
0.000 0.00 0 S(A) = 0.01 n= 0
0.000 0.00 0 s= 0
Tc (A) = 1.75 d= 0
Total Basin Area, acres = 0.057
Composite Runoff Coefficient = 0.626 L1 (B) = 0 Tc (gut.) 0.00
Combined (Area * Runoff Coefficient) = 0.04 N(B) = 0 Tc(A+B) 1.75
S(B) = 0
Tc total 5.00
Tc (B) = 0.0 Intensitjl 3.18
"208" DRAINAGE PARAMETERS: Holding 0.00
Q (est) 0.00 c.f.s.
Impervious "208" Area = 1450 sq. ft.
"208" Volume Provided = 64 cu. ft.
Sform Storage provided = 99 cu. ft. Time of Concentration = 5.00 minutes
PEAK DISCHARGE, 10 YEAR STORfv9:
BOWSTRING CALCULATIONS Q= C' I r A= 0.11 C.F.S.
#1 42 ##3 #4 #5 46
J#7
Time Time Irttensity Q dev. V in V out Storage
Inc. Inc. NUPA3ER and TYPE of DRYWELLS PROPOSED:
(min.) (sec_) (in.lhr) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1 •60) (A•c•0) (oucf.•#2) ~#5-#6) 1 Single-Barrel (Spokane County Type A)
0 Double-Barrel (Spokane County Type B)
5.00 300.00 3.18 0.11 46 90.00 -44 ~
Outflow Providecf 0.3 c.f.s.
5 300 3.18 0.11 46 90 -44
10 600 2.24 0.08 56 180 -124
15 900 1.77 0.06 63 270 -207
20 1200 1.45 0_05 67 360 -293 "208" TREATfUIENT VOLUfv1E: 25 1500 1.21 0.04 69 450 -381
30 1800 1.04 0.04 71 540 -469 Required G.P.A_ ponding volume:
35 2100 0.91 0.03 72 630 -558 Impervious "208" Area x 1/2" = 60 cu. ft.
40 2400 0.82 0.03 73 720 -647 volume provided at 6" depth = 64 cu. f't.
45 2700 0.74 0.03 74 810 -736 OK!
50 3000 0.68 0.02 75 900 -825
55 3300 0.64 0.02 78 990 -912
60 3600 0.61 0.02 81 1080 -999 STORM STORAGE VOLUNIE:
65 3900 0.60 0.02 86 1170 -1084
70 4200 0.58 0.02 89 1260 -1171 Maximum storage required = 0 cu. ft.
75 4500 0.56 0.02 92 1350 -1258 volume provided at 8" depth = 99 cu. ft.
80 4800 0.53 0.02 93 1440 -1347 OK!
85 5100 0.52 0.02 97 1530 -1433
90 5400 0.50 0.02 98 1620 -1522
95 5700 0.49 0.02 101 1710 -1609 DRYWELL REQUIREMENTS:
100 6000 0.48 0.02 105 1800 -1 fi95
1 Single (Type A) 0 Double (TYPe B)
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