HUTCHISON N 1825 OFFICE BLDG A J WOLFF
t. J At
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l Q~ C 7-~i OA'M- FINALED ENGINEER'S REVIEW SHEET
_ CHECK WHEN LOGGED IN FTNAI.,
- BLDG. PERMIT # -or -FILE# R94113.94
Related File # ( GE-42-87)
Date to Review 7-18-94 Time 11:00 # PRE-APPLYCTION
Date to AA & DR Time
Date Received 6-28-94
Project Name OFFICE BLDG A J WOLFF No. Lots No.Acres
Section - Township - Range
SITE ADDRESS HUTCHINSON N 18251W ARGONNE PARCEL # 07544-0704
Applicant's Name RO1' WYATT Pbone # 928-1860
Address 2310 N CHERRY ST-SPOKANE WA 99216 Work #
Date Conditions ialailed
Contact person Phone #
FLOOD ZONE V NO W S SCHOOL
Engineer / Surveyor's / Architect's Name
Plauning Contact Person Phone # 456-2205
Date Subn-iitted Description Initials
qJ ( YAGREEMENT "IO PAY FEES OR PRIORITY FEE COMPLErIED & COPY TO ACCOUNTING
FINAL YL11T FEES COMPLFTED & COPY TO ACCOUNTING
NO'I'ICE TO PUBLI.C # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN llLVIATION SUBMITTED
ALTE1tATION TO PLAT - BLOCKS & LOTS
BOND RELEASEU -R0AD & DRAINAGE IMYROVEMENTS
HEARING EXAM _APPROVEI7 _DENIED-_APPEALED 13BC / PROJECT _APPROVED _DCNIED
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BUILUING I'CRMrr CI-IECKLIST
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(iriEQUinELii CO ViPLETED
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AUREMENT10-PAV_rr-Es v
RIG{-IT OF WAY DEPARTMENT
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LEGAL DESChiF'TION CHECI~
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LETTER FROM SCAPCA
RECIPROCAL USE AGREEMENT
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BENCI-IMARfC
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PROf'ERI'Y LINES
SET-ASIDE
GRADES
STAM P ~
PAVING
TRAFFIC CIRCULATiON PLAN ~ -
APPFiOACl-I PERMIT
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208 cALCUCATIoNs
SWALE CROSS-SECTION ~
SPECIAL SOIL TES'rS
R40F CONSTRUCTION
1-IVAC ON ROOF
LANDSCAF'E PLAN__(208 CONFLICT)
DITCN CALULATIONS
BACKWAI-ER CALCULATIONS
~GRATE CALCULATIONS
~PIPE CALCUTATIONS
RETENTION/vETENTION CALCS
10/50/100 YEAR STORM ~
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~GRA6E 8FIEET (EX1STiNG"rlOAU) ,
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OWNEAS SIGNnTURE
ROAD DRAINAGE (SWnLES, S~rI~UCTUfiES,
°R" VALUE TESTS
NEW ROnD DESIGN
BOND
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COUNTY STAMP
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PROJECT NUMBER= 94009876', APPLICATION < < DAT'. 10/06/94 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 1825 N HUTCHINSON RD PARCEL#= 45074.0704
ADDRESS= SPOKANE WA 99212
PERMIT USE= OFFICE BUILDING "
PLAT#= 000000 PLAT NAME= UNKNOWN .
BLOCK= LOT= ZONE= B-3 DIST#= E
AREA= 00000000 F/A= F WIDTH= DEPTH= R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST = MODERN
OWNER= COMPANY OF BROTHERS PHONE= 509922 1600
STREET= 9016 E INDIANA AVE #100 .
ADDRESS= SPOKANE WA 99212 .
CONTACT NAME= ROY WYATT PHONE NUMBER= 509 928 1860
BUILDING SETBACKS : FRONT= ~ LEFT= -UNIq1 RIGHT=,UNIM REAR= ~
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REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - J SHATTO
COMMENTS:
BUILDING PLAN REVIEW REQUIRED '
COMMENTS:
BUILDING ENERGY PLAN REVIEW REQUIRED
COMMENTS:
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ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE
COMMENTS: n ENGINEER DRAINAGE PLAN REQ' D
COMMENTS : Jeecl
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HEALTHDIST NEW OR ADDITIONAL WASTE WATER
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COMMENTS:
PLANNING SITE PLAN REVIEW REQUIRED
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I2L'•E'OIZT OF 7/18/94 P1ZE-APPLICATION CONrERENCE
1$25 N. I-iutchinsoa Alvin Wolff Professional OCGce Building
( N/►J1dE: ~ ADDRII.SS I CITY ~ SI'ATE ~ Z1P ~ PfiOP1E ~CONi'ACI'
OWNER ~ Alvin Wol(f 9016 E. Indiana iSpol•ane ~ WA 99212 ~ 922-1600 I
COPTI'RACI'OR ~ Bob Towowod. Inland 10: E. Sprague I Spokane ~ WA 49202 ~ 747-5162 ~
ARCHITECi' ~ Roy Wysu I 2310 N. Chcrry St. I Spoks►ne ~ WA I 99216 I 928-1860 I X
STATE F.NVIRONMENTAI. POLICY ACT (SEPA)
"I'hc proposal was rcviewxd by thc Division of Buildings for compliance with the State Environmental Policy AcL A threshold
deterroination is not rcquired based on WAC 197-11-800(1)(C).
PROJEGT OVERVIEW
Applicant proposes a 3-story, wood frame ofY'ice building with a full basemenL Alvin Wolff will occupy the top two floors.
Applicant would like realty as a primary oocupant or property managemenL There will be a vault, exercise rooro & lunch room
in the basement & the rcst wiU be dctcrmined at a later datc. - ~
SUMMARY OF PROPOSLD
occv-
LAND UYB PANf CONST FLRE
TARCQ. ZONE ACRONS 7YrB BUII.D[NCD US6 SQ.FI'. GROUP 1YPE FLQVI/ WATER lURYEYOR / T[tONE
43074.0704 I B-3 I 2E-21-d91C, I New I O(tioe Buitding 18,000 I B-2 I V1-6r ` 2,750 I Modern Electrie Wacer 436-E000
( I CE-172-S1B 4 13 tbon I I I I ,
DISCUSSION TOPICS
(clerificationc, additians, end correcdons to written comments)
PLANNING DEPARTMCNT (456-2205) CONTACT: JIM MILLGARD
• Written comments were prepared & a copy given to the applicant.
•'I7ie proposed building height is allowed.
ENGINCCRING & ROADS (456-3600) CONTACI': BOB TURNER
' Written oomments were prepared & a copy given to the applicant.
I-ICAL1I-i DISI'RICT (324-1560) CONTACT: DARYL WAY
• Mr. Way was not present at the meeting, but sent his comments regarding this project which are enclosed.
FIRE DISTRICT NO. 1(928-2462) CONTACT: KEVIN MILLER
• Mr. Miller was not peesent at the meeting. Contact him for permit release requirements.
DTVISION OF BUILDINGS (456-3675) CONTACT: JUN MASCARDO
• Written comroents were prepared & a copy given to the applicanL
' For inforroation on the Americans with Disabilities Act, call 1-800-435-7232.
SEE REVERSE FOA PEHM/T RELEASE RE0IJIREMENTS
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PLRMIT Rl?LLASE RLQUI1211MCN~'S
Please submit seven (7) sels of reviscd sile, drainage, and lancfsc:ape plans plus three (3) c;vmplete sets of constructivn drawings to
the Deparlment of Buildings fvr acknowldgement and ciistribution to aU !he appropriate agencies. In vrcier for aJl agenc;ic;s
to e.Tc;ditiously prcx;ess yvur prvjec4 it is important that submittals inclucic a// necessary drawings and documents to insure
that review of your project is completed in the least amvunt vf time. Dvcuments should include: building address and legal
descriplivn of prvperly.
Spokane County's Project Review Coordinator will be Julie Shatto at the Div. of Buildings (456-3675).
~ PLWNING I ENGINEER~ HEALTf-I ~ FIRE ~ BUILDINGS ~
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1~ ~ Bicycle racks (location & numbcr) ~ X
21 1 Building height in stories & feet ~ X
31 , Curbing around landscaping ~ X
41 1 Exterior lighting/direction of illumination ~ X
51 1 Extcrior refuge areas + screening ~ X
61 1 Fence location, height, & type ~ X
71 1 I-andscaping of parking lot ~ X
81. 15 feet Type III landscaping along Hutchinson ~ X
91 1 Landscaping (location, species, size) ~ X
101 1 Parking & traffic circulation plan X
111 1 Parking stalls (number, striping, dimension, directional arrows) ~ X
121 ( Paving { X I X
131 iSctbacks ~ X I
141 1 Traffic control devices ~ X I
151 1 Drainage plan (swales, drywells, calculations) X
161 ~ I-Iandicap Qarking statls & accessways (into & within bldg) X
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171 Irngation system plans ~ X
181 Nursery estimate ~ X
191 ~ Promissory letter for landscape reyuirements ~ X
201 1 Agreement to pay fees & minimum requirements list X
211 1 Approach permit for access to Hutchinson X
221 1 Critical Matcrials list X ~
2-31 1 Nonresidential Energy Codc form X ~
X
241 1 Lock (Knox) box entry system form
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25 1 { Barrier-Free Requirements (WAC 51-20) X
261, 1 Design specifications of existing/proQosed building X
271 1 Electrical details X
281 1 Energy details/calculations & heat loss X
291 1 Heating, ventilation & air conditioning drawings X
301 1 Lighting budgets X
311 1 Plumbing details X
321 1 Separation wall deWils X
331 1 Structural drawings with wet,stamps & calculations X
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~'Sigr~~ature of Coordinator
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OFFICE OF THE COZJN'I'Y ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: A J Wolff Office Building Date 7-18-94
Address: N. 1825 Hutchinson
Parcel No: 07544-0704 Ref No. B94113
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
l. 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. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
r` 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-42-87
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Hutchinson Street
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:
l. Site Plan.
2. Drainage plan as specified.
3. Other information:
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a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic 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.
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b. County code requires abandoned curb cuts to be
replaced with County standard curb and sidewalk.
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.
The applicant or his representative has been given a minimum
requirements list. This list is not inclusive of all the requirements needed but should be used as a minimum guideline.
Without the "minimum" requirements the Engineers Department may
not be able to perform a complete review of the project and could
result in prolonging the period before permit issuance. Only
after all the information and requirements listed above are
supplied or completed and the necessary review has been _
accomplished will your building permit be released.
Your contact person at the County Engineering Department is
Robert Turner, 456-3600.
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SP (D
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Oi-r-lCE OF TIIE COUNTY CNGINEER • A DIVISIQN OFTIIL• I'Ul3l.IC WORKS QEPARTMENT
Ronald C. Jlormann, I'.L., County Lngineer laennis M. Scott, ['.C., Director
AGRECMI:NT T4 PAY FEI:S
ENCINECCt'S ACREEMCN'I' NUM[3ER I r l
Tliis agrecment between Srokane County and --namAperson~o) V*v9-P-VV'e Q V. i TX c,,'" kr~
wliose interest 'tn tlie project is O w pv r-,~e ~
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(I.e. awncr, ageni, etc.)
is enterecl into tliis oZQ day af S-1p 19 9' 4-~. 7'his agreement is arplicable to the project
known as:
F f7
(proJcct auuresy ur -uicnanic a iiic n►uiwcr)
'Tliat the inclividuats ancl parties namecl herein as having an interesl in the above clcscribecl prorerty or
project agree io tlie foliowing:
l. Reimburse Spokane County for rrojeet review ancl insrection fees as speciGecl in
Chapter 9.14 of (lie Srokane County Coc1e. Tlie fees will bc basecf oii actual salary
costs incurrecl hy Srokane County for project reviews ancl / or icispections rlus a ten
rercent aclministrative charge, ancl will be biltecl monthly as accruecl. Any final
billing arnot,nts, to iiielucle any late fces or any otlier expenses ineurrecl in Ilie
collection of an overcfue account must be raicl rrior to tlie Cotinty's accertance af
the project for filing.
2. Ttie unclersignecl agrees that tliese fees are clue ancl payable upon reeeipt of the
billing as specifieci above.
3. Any invoices nat paicf witliin 30 clays oF lhe Involce clate will be subjeclecl to a late
fee citarge of 1°l0 per inontli (12°/u rer year) on tlte uiipaicl balance of Ilie aecount
ancl any aceruccl late fee eharges. In aclclilion, if any autstanclin6 balanee on the
account for this project is not liaicf williin 30 clays of tlie invoice clate, rlo fiirtller
reviews of the rroject clocuiuents will be concluctecl until the entire account balance
is raicl. Any Ualance on tlie account for this rroject not raid witiiin 65 clays of the
invoice ctate may result in legal action or the initation of otlier coliect'toii procecftires,
inc:lucling referral to a collection agency. 11ie Sponsor wili be liable for any aild all
exrenses incurrecl by Ihe County fur tlie colleclion of overclue accouilts.
4. Tlie tnontlily billing sliotilcl be sent lo the attentian of: .
NAM E: F Q, i T--z ~ o4:1-
ADDRESS: C.P =7
CITY, STA'I"k:: S-P 0 4, ! ~
ZIP CaDE: a Ct x 1 ~2-
PIIONE ~ V-~-~
t unclerstancl that failure to pay these fees may result in clelay in conirletion or arproval of (lie project or
otlier passible sanctions.
❑ If this fee agreemcnt is coinrlctecl Uy someone othcr tlian (lie Sronsor (i.e., the
rroject owner or aprincipal in the firm srunsoring tlie projec;t), sticli as tlle Engineer
clesigning tlic projcct, then written autliorizatioil froi» (lie Spxonsor specificAlly
ntiltioc•iziiig the Agciit tu execute lliis Fee Abreeitient Is al(acliecl to this Fee
A6reemeiit.
SIGNA"I'iJRF t3y: ~ QQ
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PR 1
, ( NT NAME) ,
RETURN YELI.OW Cni'Y TO SI"()KANE C0l1N't'Y LNGlNEEftS
k14)Vlagtccmcn_fcc 8/20/'93
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. 1
NOTICE OF TRANSMITTAL
ADUIzIJss: PizoaccT
9 51, - 9~~ G
I3USINFSS NAME: P/\(ZCCL NO./LEGAL
~a/~"~' D CS C IZ l Prl' [ O N:
PIZOPOSEEIa USL:
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CONTACT: PHONE:
(.-J~/,4,i ti
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REASON FOR TRANSMI'TTAL
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: •
DA7'E: TIME: ~
DOCU'MENTS CIRCULATED ~
;
DISTRIBUTED TO:
Recn DESCR[Pl'10N BUILDINGS PLANNING ENGINEERS HEALTM SCAPCA FfRE DIST #~OTHER:
. ~C X' X 9 )eoll,
~Site Plan (new) (revised)
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Thc Rhovc iteitrs have bcc►t GVUtV I~~la11VCCr'~
recci vcd:
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Date of Transmittal: Review Coordinator:
I
Circulatecl by: ~3 1974 F
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Sf~ok~i►ic~ C~~►i~rf), Di>>i.~~io»i uf'Btiiltli~~,~~.c ~ 1026 Wc.ct Brntr~lit~~~), Ai-et1uc S/~nkcrnc, WA 99260 ''~ff'09}-45-6-3'6~75--~~---°-
NOTICE OF TRANSMITTAL
AD1~1 l; SS:` l'I~UJ CC"I'
:
I3US[NE-SS NnME:: Pn12CLL NO./LEGAL
DESCRIPT[ON:
PI20POSI-;S
CO TACT: U PHONC-
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I2EASON FOR TRANSMITTAL
,
PREAPPLICATION CONFERENCE PRECONSTRUCTtON CONFERENCE OTWER:
. DATE: TIME:
DOCUMENTS CIRCULATED
DISTRIBUTED TO: ~
kGCD DESCR(PT[ON BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FIRE DIST 1f ~ OTHER:
xISite Plan (new((revisetl~ x I X I 7< -~5< I I ~ (
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IPO~NE c;~~~ I cIdG; _ ~E
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777e nbovc itc»rs havc bccir liOJECT # - 1"
,•ccci►~ctl: tuBMITTAL
Date of Transmittal: LO' 7~~ Review Coordinator: NCaIN~ ~R
~ 5
~ ~
3
Circulated hy:
SPol;mnc, Coiii►tv Di>>i.cion uPl3~ct~b(l,i►,r~gs 6,10~26 ~fttkRu ~hrrrv A►•crnue "Spuk(mc, WA 99260 M(509)456-3675
Wimp-son I;nc)inee(st nc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 ~ Fax: 926-1323
TO: I~~vd ~ L~►v~ a r.
~
sPorE cav-,oTLI
SUBJECT: wocrFF oFFtc.E:- rujc~~Qc, 1?~,2,5 iqtrt4-ta"3ar,-1
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DATE : o came--A- 6n, 199 4-
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SPOKANE COUNTY ENGlNEER'S OFFICE
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PROJECT # SUBNlITTAL # r _
RETURN T4 COUNTY ENGINEER
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tboo W.ohington Truut Ytn. Can. Si► 2u
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; Arrx$ Jess• s. alAck, Jr.
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The Gre»tut, }f2LLLrAY 2►NESTTIEhT3, 4 Nasntnyton gancrpl partnerzhlp who tnok tll•.lo n• 11jLLNAr IMVT4TMF1It;i, n pozhitw-iton ' ~liutt.ci partn.rtihip, tor etus in canslaoratlun of alatcibuclyn of , raal propurty ta !er NArtner• !n tllolr ovner2hip int*ranta,
trrlic[eca aud aet• wer lhe real eetot• dwccribecl belov to
pAUL M. 1tOZII.L and 14AK7UH1C J. FoYYLL, huoband enq rlln, as [o en .
undlvlQetl 21.2$4 inCcrowll tn JUHM C. ELY •nd OtLL p. YLV, '
, hueb4hd an4 41fs, as to e4i urtJlvLdad 7.063t fn[exorl•1 to . ,
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• E4iglnnlrg at tha Northwcat corner or Trsct 302 0C •
thenae 6outn .lonq th. a. `TiR;~IIr 8'ald '
'!'Y_OCt 305.71 [eat to tt►• cru• poliit of b`yinning; '
khOnca ko•C 125.00 teoti the1iCs Y 48635'29• A. 167,04 ,
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nankangetyt 4;u['v0 tu tha righe v1Ch • Cadlus of t,OSG,AO ,
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Cnunty pl Spo1t41144, BLOCY o[ Mait►lttytolt.
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9t7nJBCT TO oaruaiinte• rioatXlCklone pnd eneuaLrencc• of
rsucrcf. : .
aATC1t this lst day of SpptoM)jcc, 1!)94. • . .
. . . l1ILLWAY ]NVeS'iI~EN"1'8
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Covn[y of Bpulrano ! . .
16
. . On thlr 0- day of 1994, bwforo •V '
pcraanally •ypeor.d ALVlr1 INLPr, JR. to v~0 3►jiuvn co b. .
, • Menaqlny Yaa-taoc of liI"kAY INVP.::'1'►teNTS, tn~ •rtnorohlp Chat
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lnsiruisont tn b4 tl►e lrot nrtd vnluntary •CL of *alA pertrierehlp. .
fcr th* vaen ond pucgua.w Chor+.:n tontlc:ied, aiid on apth sto►:vd
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G1VC+t VfDCR KY NNiD AND OYP3CTAG SU►[, tha doy ana Yv ~1~nf~`••~ 1:i
t-his avstlticeto ilret a~ve rrittan. '
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TuTAL P. u'--'
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impson [;nt' nc.
CIVIL ENGINEERS AND LAND SURVEYORS
. ~ N. 909 Argonne Road • Spokane, WA 99212
. .w~
• ' t . (509) 926-1322 o Fax: 926-1323
TO:
?Aut_ L~-~
SPaKANE CouQ~ 6/061"en9S
SUBJECT: WoLFF 8 FF lc.E pvt~►w G IB~.~-~ I~J, K,vrc~r~sor~1 SM:A,~
DATE:
Arr'Ac.r-c e~) f~ r-- `f n v ~ R-c~ecloQ A-P-C 'PAr D Co P ► O-S 6F 'l~-f E-
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SEP 2 7 1994 i
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CPPICIAL PUBLfC b0CUI%4r~:,NT
SPUKANE COUNTY EN(aINEEFt'S OffiCE
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ADDRESS:
OWNER: PHONE: ~I22--1 co~o
ADDRESS: o r r~ ~~ir~~ ~
BUSINESS NAME: AL-vi N(
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CONTACT: -g° y&k) 1',4 -7:~_ PHONE: <3 Z-6- r~~o
ADDRESS: IV. 23 ro 4~~sjz,,j-d_
- ~ : LEGAL DESCRIPTION. o 7~ RECEIIIVIIED
JUN 2 8 1994
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: Hutchinson TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: west
REVIEWER: Lennemann Tc (overland) Tc (gutter) Areas "C" A'C
NUMBER OF DRYWELLS PROPOSED DATE: 30-Sep-94
1 Single (type A) 0 Double (type B) Ct = 0.15 L2 = 0 18100 0.42 0.90 0.373967
Total Area (calc.) (see H1) 0.90 Z1 = 0 14620 0.34 0.17 0.057057
Time of Conc. (calc.) (see H1) 5,00 Li(A) = 0 Z2 = 0 6500 0.15 0.90 0.134298
Composite "C" (calc.) (see H1) 0.63 N(A) = 0 B= 0 0.00 0,00 0
Time of Conc. (min) 5.00 S(A) = 0 n= 0 0.00 0.00 0
Area (Acres) 0,90 s= 0 0.00 0.00 0
C' Factor 0.63 Tc (A) = 0.00 d= 0 0.00 0.00 0
Imperoious Area (sq, ft.) 24600 Total A Comp'C"
Volume Provided 208: 755 storm; 755 L1(B) = 0 Tc (gu) = 0.00 0.90 0.63
OuMow (c(s) 0.3 N(B) = 0 Tc(A+B) = 0.00
Area' C° Factor 0.57 S(B) = 0 Q=C'I"A= 1.80
Tc(tot) = 5.00 Q(est.) = 0.00
#1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensiiy = 3.18
Time Time IMensity Q dev. V in U out Storage A= 0
Inc. Inc. WP = ERR
(min.) (sec.) (inJhr.) (cfs) (cu, ft.) (cu. ft.) (cu, ft.) R = ERR
(#1'60) (A'C'#3) (Outl.'#2) (#5#6) V = ERR
Tc (totao = Tc (ovedand) + Tc (gutter) Tc(gu) = ERR
5.00 300.00 3.18 1.80 123 90.00 633 Tc (overland) = Ct"(L1 `NJS"0.5)"0.6) Q(est) = ERR
Ct = 0.15
5 300 3.18 1.80 723 90 633 L1= Length of Overland Flow Holding = 0.00
10 600 2.24 1.27 889 180 709 N= friction factor af over9and flow (.4 for average grass cover)
15 900 1.77 1.00 1003 270 733 S= average slape of ovedand flow
20 1200 1.45 0,82 1067 360 707 Tc (gutter) = Length (ft.)Nelocity (ft.lsec,)I60
25 1500 121 0,68 1096 450 646 B= Bottom width of gutter or ditch
30 1840 1.04 0.59 1118 540 578 Z1= inverse of cross slope one of ditch
35 2100 0.91 0.51 1133 630 503 Z2 = inverse of cross slope Mro af ditch
40 2400 0,82 0,46 1160 720 440 d= depth of flow in gutter (estimate, check estimate with Flow)
45 2700 0,74 0,42 1172 810 362 Area = d"B+d"212'(Z1+Z2)
50 3000 0.68 0.38 1192 900 292 Wetted perimeter = B'd+(1lsin(atn(121))+1lsin(atn(122))) ~
55 3300 0.64 0.36 1231 990 241 Hydraulic Radius = R= ArealWetted Perimeter
60 3600 0.61 0.34 1277 1080 197 Velocity =1.4861n'R".667"s".5
65 3900 0.60 0.34 1357 1170 187 Flow = Velociiy'Area
70 4200 0.58 0.33 1411 1260 151 n= 0.016 for asphaft ~
75 4500 0.56 0.32 1451 1350 107 s= longitudinal slope of gutter
80 4800 0.53 0.30 1469 1440 29
85 5100 0.52 0.29 1529 1530 -1
90 5400 0,50 0,28 1555 1620 -65
95 5700 0.49 028 1607 1710 -103
100 6000 0.48 027 1656 1800 -144
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= ImpeNious Area x.5 in.112 inJft, = 1025 cu, ft.
provided: 755 cu, ft. No Good
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 733 cu. ft.
provided: 755 cu. ft. OK!
Number and type of Drywelis Required = 1 Single 0 Double
REVIEW COMMENTS
SPOKIINE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B94113 REVIEWER: Paul Lennemann
PROJECT NAME: 1825 Hutchinson Wolff Office DATE: 30 Sept 94
REVIEfn1 # : 1
CONIl4EN'rS
Approach Permits are required on all new approaches as well as all
approaches that will be altered. Contact Sylvia Lightfoot at the
County Engineer's Department. Approach permits for county roads
will not be issued until a site plan is approved.
'208' Calculations for the site are required for runoff of
asphaltic surfaces (pavement, roofs, etc.) within the Aquifer
Sensitive Area. Show the quantity of asphaltic area, volume
required and provided, swale area required and provided.
Provide contours or sufficient spot elevations to check site
grades. One-percent is the minimum requirement without special
construction requirements by a licensed engineer.
Right of Way dimensions, from centerline of adjacent roads to
property lines should appear on the plans.
A landscape plan is required to ensure there is no conflict with
swale area.
Provide Drywell and Lid Details.
Indicate the effect of the project upon the "Days Inn" swales.
A recorded property deed is needed to prepare an RID agreement.
1
~
~ S`1,0R-M WATL R D.1ZAINAG E REP ORT
~ for a proposed
Office Bueltiing
tn be located at
1825 North Rutchiiison
in the
SE 1/4 of Sedion 7, T. 25 N., R. 44 E.W.M.
Spokane, Washulston
For: Wyatt Arcliit:ecxs % Associates
~
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~►o Z
September 9, 1994
~ 28578
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ni~ Fcf~t~ C~
NAL E''G
Report l'repared By: EXP oaTE ioiai cl+ ~
Simpson Lngineers, Inc.
North 909 Argonne Road
Spokane, WA 99212
PROJLC'1 NO. 13070
TABLr oF coNZ,ENrrs ~ * *
OFFICIAL PUBLIC DOCUMENT
SPOKANE COUNTY ENGINEER'S OFFICE
Dra.inabe Basin Data Sununaries OR19 a
.
„ „ ~
208 Pand Volume Calculations PROJECT # y SUBMITTAL #
IZational Forniula l-lydrology & Bowstring CalculaM'~JRN TO COUNTY ENGINEER
_ S.C.S. Soils Map and Descriptions
DRAINAGE BASIN DATA SUMIVIARIES
AND
"208" POND VOLUML CAL.CULA"I,[4NS
WEST BAS1N
~
Location: Narth half oi'site, plus grass area south of building
Total Basin Area: 32,720 sq. ft.
lmpervious Area: 18, 100 sq. ft. = 0.4 16 acres (asphalt only, excluding melal roof )
1'ervious Area: 14,620 sq. ft. = 0.336 acres
"208" Volurne: 754 cu. ft.
Pond Name: West Pond
Pond Floor Area: 6' x 200' =1,200 sq. ft.
Floor Perimeter: 412 LF @ 3: i slopes
Pond Volume @ 6" Depth = 0.5 Area + 0.375 Perimeter = 600 + 155 = 755 cu. ft.
"208" volu.me is OK
BUILDING ROOF UXWCfL~~~~
;kt I#-Iv e To Dr- ~Q l 1.
with all roof runofl~o 6e cected-b ° ters and
The buildinb is to have a mc roof~, Y
directed to the West Pond. The roof area is approximately 6,500 sq. ft.
WEST I3AS1N + ROOF
The roof area is included in the West Basin for calculating peak runoff and storage
requiremenls.
7'otal Basin Area: 32,720 + 6,500 = 39,220 sq. tZ.
Asphalt Area. 18, 100 sq. ft. = 0.416 acres
Roof Area: 6,500 sq. ft. = 0.149 acres
Pervious Area: 14,620 sq_ ft. = 0.336 acres
With Type "A" Drywell in West Pond, storage volume required = 719 cu. ft.
Pond Volume @ S" Depth = 0.67Area + 0.671'erirrieier = 804 + 27E = 1,080 cu. 11.
Storage Volume in Wesl Nond is OK
.URAINAG-L BASIN DArCA SIJMMARlES
AND
"208" PON'D VOLUME CALCULATI4NS
EAST BASIN
Location: Southeast corner oF site
Total Basin Area: 5,080 sq. 11.
lmpervious Arca: 2,634 sq. ft. = 0.060 acres
13ervious Area: 27446 sq. ft. = 0.056 acres
"208" Volume: 1 10 cu. ft.
Ponci Name: East Pond
Pond hloor Area: 10' x 20' = 200 sq. ft.
Floor Perimeter: 60 1-F @ 3:1 slopes
Pond Volume @ 6" Depth = 0.5 Area + 0.375 Perimeter = 100 + 22 = 122 cu. fl.
"208" volume is OK
With Type "A" Drywell in East .Pond, storage volunle required = 0 cu. ft.
Pond Volume @ 8" Depth = 0.67Area + 0.67 1'eruYieler = 134 + 40 = 174 c;u. ft.
Storage Volume in East Pond is OK
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~ . .
74 ' SOIL SUltVEY
'PA►sL1: G.-l~riel c1E~c:i•i1~tiuits ujo•uil~ ui
Cluzziric:,tiui
DulAlr
M:ip Soil nuint; lle.iceil,cion of soil uucl Sice Fruui
syiubul zurl:,cc
USU_1 tcXture
DsC DrugODU SLOUy silL U to 30 pcrccut 5iiuilar to llr.►guun silc lo:un, U to SU perccut
SlopcS. Slul)es, uXcu1i1 tliiil. lllc Sur[:~Ce laycc ia atuu)•.
DsD Dr.t;;c,on St,ouy Silt lo:~in, ;3U to ,55 pcr-
cent, ,lopcs.
OvD llr,1b0011 vcry rocky cocilplcx, 20 to 55 larcigoun p:11-t Siil1ilar to Dragoon silt, loalu, U to
pcrcc:ul. SloEws. :3U IM-ei:i►t, ,loE)ca, cscuIA Lli:.►L clvpcli w bud-
ruck ruuibw Irulii lU Lu '!U iiiclws. ltutk uu1.-
cr01) iitCludud ill lhiS e0111ples.
Ek6 Lloika silt, louiii, U to '?U jierccnt Aul)cs. 11Ccliu111-tuxlurud, wcll-di;aii►ucl soil foriuutl lrunt U tu'?4 ailt luat,I _
gluciul lill cdutuiiLi~lk' lurbu uttwiii►c uf vul-
cuuic jwli iu 41ie Siirfucc Iayc:r; midr,rlain by '?•b to 44 Gravully 1uam-----
6ruVCl at, L1CNt,li c,f :SU to liU ii►cliczs; uucupicS 1-1 Iu .i:i \'cry gruvrlly zsu&
ui►JuluLii►g, iuurcLiiwliku tuj»8i;ipl►y. loaui. ~
5:5 to 60 Grave1-----------
EIC Lloiki► vc:ry atoiiy Silt loaum, U to 30 pu•- Siinilur cu I:luik:►sill lu:uu, U w'?U pwrceuLAupci,
cciit bIopci. cxcept, that tlicy ;tru vury scouy tliroubhuut.
EID ]:lUtk;L vwy atuuy silG loiuit, 30 to JJ
OU1'CLIIL SlUl)l'j.
Em l:i►idclit ailt loaiu. Altcliurn-tcslurecl, soincWhut pourly draiued, U to 26 S:lt luau►_
ulkuliiic buil furuICcl iiL u11uviu111 [ruui culcur-
wus Silt, Vulc.ulic 3611, :►ilcl iliatuiiitt; Llul,tl► '?li tu -ll \'ery fil,C ,:►i,J~-
t,u wuter t:►hlc flttcuiatus froin near tliu Surfarc lo:►iu.
lu itbuti6 li fecL. 4 1 to GU SUuLl\• cla)• lu:iul_ _
faB Frcciu;ut silt lOuin, 5 to ?U perccul, 1'ery (Iuep, iuuclurutuly wcll clr;iiuecl upl:uid soilzi 0 tu ail[ lc.,iu
slopus. With IuuClii►u►-LcxLw-Ccl Surf:►cu Iayer cincl inccli-
faB3 l'rcciue►u silt louui, 5 tu 2U pMrcui►t <<iu w• inadurul.cly tiiii; tuXLurud subauil; fw•u«•el ''2 to i'? ailty clay 10:4111
6 10 1 iem;, auvcruly crudecl. froui ail6 uu rulliug tu liilly upl;lucLa.
FaC3 Frcuiu:u► SilL lu:ui►, ''U to 30 pcrcunf,
alopua, huveruly u'udud.
Fm Fresh w:Ztcr ui:tr,li. Shallow, b%rum I~y, iu►erinittei~t, poncla :unil
friu6us iu•uui►~l luku:i that, liuVC u Ilucluatiub -
walur tablu. 1:~igiucc:1-iu}; c1at:t is uot givcu,
aa lauicl type is tau v:iri.iUlc.
GaC3 Curfield sill,y clay 1o:u», 0 to 30 percciit I'try d4c:p, wcll-clr.►inucl aoil clcvcloprol ii► locis U tu S Silty cLay luaiu----
slopc:s, scveruly uroded. uii ric.l;;etuj>> ,uLcl kuubs un tlic rulliiig tu hilly S to 23 silc)• rl:►~'---------
uJAuMI, iu lhu 1':►li,use auil aru:i. ?;i to 60 Sil[Y el:,y loam____
GgA C;u•rison grztvclly loaui, 0 to 5 pcrcwit Cravelly, IUL'CJIIUU-ICXI.UI'L'lI, soiucwliut exa-s- 0 to l:i C.raV(:llN•
s lupca. sivcly clraiuud nuila fo►•mud iu gr:ivclly gI:►c:inl l;i to 4•1 1'erv ~;i.a~•v11~• lu:1111
GgQ Guu•i•iaon 6i:avclly lo:Lut, 5 LU 20 pcrcc~iC uul.~vusl► iuuleri:~l fruut a v:~ri~:t~~ uf .~cicl, -1-1 tu liU aui1.l, "r:,Vd, :Lucl
igm:uus paruul rocb; uii uuirly levul lu iuod- cubljl"tuiicz.
' cr:►tely ,luI)iu}; tcrraccs; cleptli lU litixliu•e ui
gr:ivcl, :iiiJ cubblual.wies ruugea fruui
tu ;i Ccel.
Gm6 Cl:u•risou vcly bravc:lly lo:uu, U to a Siiuil:►r to Currison gravclly luaiit, cxccpt, tli:a U to l;i N'er), gravelly lu:tm
purcuuL slupcz. Llic :Alif:icU lu)'Cr i; Vcr3- bi:I,.•L:Ily. l:i tu -t-l 1'cry br:.v.;11}• lu:iiu
44 tu liU Salicl, };r.ivel, :ii,tl
coLbl:;sionei.
GnB C;arrisoii very stouy lo;►m, U to 2U Siinil.►r to Carrisuu gr.tveUy loant, uxcept tli:tL
px:rcu,t slupes. thc surl'ucc luycr is vcry stouy.
GpA 010-111-0.842 ailL luu►I►, 0 to 5perccntslopus. Vcry tluel), nicdium-Lex[ured, u•ell-drainccl ,uils 0 tu Silt luuul
GpB Clc►iromc yilt louru, u tu 2U percciaalopca. forincd froiu ucicl igucou3 glctriul till; surtuce
GpC GlcikrOsc ,ilt, luuui, '?U tu 30 perccu6 lu)'ur iidluc:iicc:cl t.,y luCSi uucl Vulcuuiu uSli; c,u
' slopu,. gci►tly rulliiig W -,ccclj ujiluucla.
GnD Cluiu-o,c: siIL luaui, 30 to JJ pcrccsut
slupu:s.
• i
STURMV1lATER DRAlNACiE REPORT
_ for a proposeci
Uffice l3uilding
to be louted at
1825 North Hutchinsoa
iu the ~
SE 1/4 of Sed;.on 7. T. 25 N., R 44 E.W.M.
- Spokane, Washingtou
e ~
For• ~
. Wyatt Architeds & Associates
~ .
~ ~
~ ~V. McM
~a` OF w'~sy,
September 9, 1994
28578
gc ~istt~E° ~
- NAL
- Report Prepared By: EXP OATE 10/4/ cl4- ~
Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99212
PROJIICT NO. 13070
TAI3LE UF CONTENTS * * *
0rriCI,,; PUgUC DOCU~~iENT
~ Drainabe Basin Data Summaries SPOKANE CUUNTY ENGINEER'S OFFICE
„ ~
208.. Pond Volume Calculations OR G
pRWECT # C/y /
SUBMITTAL #
IZ.ataonal Forniula fiydrology & Bowstring Calculations '
. AET'URN TO i;~UNTY ENGINEER
S.C.S. Soils Map and Descriptions
DR:A.INAGE BAS1N DA"I'A SUM:MARI:ES
A:N'D
"208" 1'OND VOLUME GALCULArI'14NS
YV E.,rC L7tlJ l1V
Location: North halFof'site, plus grass area south of building
Total Basin Area: 32,720 sq. ft.
.lmpervious Area: 18,100 sq. ft. = 0.416 acres (asphalt on.ly, excluding Inetal rool')
Per-vious Area: 14,620 sq. ft. = 0.336 acres
"208" Volume: 754 cu. ft.
Pond Name: West Pond
Pond Floor Area: 6' x 200' =12200 sq. ft.
Floor perimeter: 412 LF cr 3:1 slopes
1'onci Valume @ 6" Depth = 0.5 Area + 0.375 f'erimeter = 600 + 155 = 755 eu. ft.
"`208" volume is OK
BUILDING EZOOF
The building is to have a metallic roor; with all roof runoff to be collected by gutters and
directed to lhe West Pond. '1'he roof area is approximately 6,500 sq. ft.
WEST BAS1N + R40F
The roof area is included in the West Basin for calculating peak runoff and storage
requiremenis.
Total T3asin Area: 32,720 + 6,500 = 391220 sq. fl.
Aspllalt Area: 18,100 sq. 1-1. = 0.416 acres
Koof flrea: 61500 sq. ft. = 0.149 acres
Pervious Area: 14,620 sq. ft. = 0.336 acres
With Type "A" Drywell in West Pond, storage volume required = 719 cu. ft.
Pond Volume @ S" Deplh = 0.67Area + 0.67 Perimeter = 804 + 276 = 1,080 cu. tl.
Storage Valume in Wesr Pond is OK
i DRAI.NAGE BASIN DATA SUM:MAR_IES
AND
"208" PON'D VOLU.ME CALCI:JLATIONS
EAST BASI-N
Location: Southeast corner of site
Total Basin Area: 57080 sq. fl.
lmpervious Area: 2,634 sq. ft. = 0.060 acres
Pervious Area: 2,446 sq. ft. = 0.056 acres
"208" Volume: I 10 cu. ffi.
Pond Name: East Pond
Pond Floor Area: 10' x 20' = 200 sq. tl.
Floor Perimeter: 60 LF @ 3:1 slopes
Pond Volume @ 6" Depth = 0.5 Area + 0.375 Perimeter = 100 + 22 = 122 cu. ft.
"208" volume is OK
With Type "f1" Drywell in 'East :Pond, storage volume required = 0 cu. fl. .
Pond Volume @ 8" Depth = 0.67Area + 0_67 Perimeter = 134 40 = 174 cu. ft.
Storage Volume in East Pond is OK
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pw'cwtt alopcz. 3U purcc:nG alupt:a, (xcCpA Ut:►t, Ll.:jJll► tu bud-
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c;rul) inclut.l4c1 iil lhis coilijilux.
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br:ivvl .tL c1cEAi► (,f ;SU lu GU i►tcliuz; ucCulAcS -1•1 tu L;S Vvey g;ravclly
uiiclulu616, il►w•uiuk:likL wl)U0I-r.kjjli3•. loui".
53 tc, 60 Gravul------------
EIC Lluil:u vcry Stony ,ilt loant, U Lu 3U lx:r- Siiuilar lu 1•:luik:L.-.,ilL lu:uu, U w'?U pcrccI►t alul)us,
u:nL SlUpea. uxcc:pt, tliat Lhcy aru %•ury ,ti,uy lllrUubliuut.
EID l:luika vury stuiiy ailt lu,uu, 30 Lu a:i
purceut. slupX's.
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ulk;ilii►e Suil [uriiiud iii ulluvium lruili culc:iir-
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to ~~•ut~:r t:LlAc (luctu:ues frotu nc:ir tlie surfarc lua►u.
tu iLlJuul li fucl. 4 1 [u liU aat«l)• clu)' lU,Ltil _
Fa6 Frc:cin:ut ailt lo:itii, 5 l0 20 percuuL `'ury (Iecp, ii►oclurately well ciraim•d uplaud soils U tu ailt luaiii----------
slopcs. Witli iuudiuni-luxturt:a surf:tuc l:►yw• iu►il iiit:di-
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friu~;es .iruiu~J ~Iakca tl►:►t, li:~~•~ :I tlucLu:►tiiib
Nvutur table. Lnbii►CLriug Clutu is JiuL bit•cu,
:is Lintl typc. ia tou v.u•iable.
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sluiica, ,uvi:ruly uroclecl. wi ricl.-clup; :uwl kuulis uu Lliu rulliiig lo I,illy > to 2:3 Silty cL•t}'----------
upl;uicls ii► thu 1'31i,uae auil :uv:i. '?S [o l;U Silt)• clav lou111_.___
GgA CUrri;on };r:ivully lo:un, 0 (0 5 J)crcuut Ci:tvClly, uik:diuin-tuXLurt:cl, ,uu~CW►ult uXcc;- 0 tu 15 Gruvdlv luaiu------
slopca. sivcly druiuccl auils for►nt-tl in Rr:ivtlly };I;icial 15 to 44 1'ery or.t%•c11~' IU:1u1_
GgE3 Garrisun gr:►vclly louui, 5 to '?U perccnt uu~%Vuali iu:itu•ial fruiu :i VaritAy uC acid, -14 tu liU Sulid, ~,r:~~•~1, :%i,.l
slopun. igl►ieuua Ji:u•wil rock; ui► i►c:.u•ly lcvul tu iuGi.l- cu1iLlcslunct.
c:r;~tuly sloI,ing tc:rT:Wi:,; dviAll to nliXtIirI: (if
Snull, :u►d t;uk►VleSlulicS r:ukbe.-~ froui
W :i fccL.
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pcrce«t slupcz. lliu aulfacu Layer is vury bruvclly. 15 iu -1-1 1'cry brc,vc11~• lu.,u,_
-l-1 to uU S:►nd, ~;r.~~•1, :,i,cl
CULbIu WIIcs.
GnB C:u•ri,oii vory stuiiy laaln, 0 to 20 Siinil;u' to Garriaun gi:avelly lu:uii, uxcept th:it
pcrcciit slujws. ll►(.' Surfucc l;Lycr is vcry staty.
GpA Clu111-uaL! ,iIL luaiu, 0 to :i pcrcuntaloI)u,. VCry c1uVI), iiiccliuiil-tCxti►rucl, wcll-clruiiiccl >uil., 0 tu 7' silt luuui----------
Gp6 C;Ici►rosc silL loiini, 5 tu20 pt•rccnLslopea. forn►cd frotu ucicl igiic:oua glurial till; ;urfucc
GpC Gtwu•osc ;i16 luaiii, 20 tu 30 pcrcenL layur iufluci►ct;d by lucas uuel vulccii►ic u,l,; ou
slopu,. ~;uutl~~ rultiu~ lu ,lc~:~~ u~~luu~l~.
GpD C~I~:iiru,~: siIL lu:Lni, 30 to JJ perci.iii,
slupu3.
• .
STORlY1WL 1T.L;R DRAINAGL REPOl`'T
for a proposed
offiCC BIfiQiding
to bc Iocatccl at
l 82> No~ th I-Iu"t-:.h;;is:;n
in die
SE 1/4 of Section 7, T. 25 N., R. 44 E.W.11-1.
Spokane, Washin3ton
For: Wyatt A.rctiiCects LZ. Associates
Octoher 4, 1994
keport Prepared By:
S1 PT7~so~ Engi need'~~ Inc.
North 909 Argonne Road
Spokane, WA 99212
11,71 O.1,EC•~~ NO. 130f 0 5 E.
of wAs 4, i~ ,
C? c~'~ .~a ~c JG TAB111:1 OF C01 \rl,El NTC yC~Ca' I I~` .
~a 9967
o'': r ~c,~~o
S'ONAL ~
Drainage Basin llat.a Summaries ~ EXPIAES 7117i 9 s ~
"20$" Pond Volutne Calculations
fZatiorlal Forniula Hydrology & 13owstring CalculationbFFICIAL PU8LIC 0()cuMSN~ ~~C~
SppKA~yE COUNT`l ENGINEER
S.C.S. Soils Map and Descriptions '
Ti9k+i ine, Bui Id~r►9 -#-o D~^ywel ( PRO q-ZL3 ,
;1'TAL 4 ~
V.= y'
TURN TO COUNTY ENGINEER
RE
DRA7NAGE'13ASIN DArlry! i SUlYl1Y1AI\IES
AND
"208" PQND VCa[.UML CALClJLAr1,14NS
'W'ES'1' 13ASlN
Location: North half oi'site, plus grass area south of building
Total Basin Area: 32,720 sq. ft.
7mpervious Area: 18,100 sq. ft_ = 0.416 acres (asphalt)
I'ervious Area: '14,620 sq. ft. = 0.336 acres
"208" Volume: 754 cu. ft.
Pand Name: West Pond
Pond hloor Area: 6' x 200' =12200 sq. ft.
Flaar Ncrimeter: 412 LF cr 3: l slapes
Pond Valurne @ 6" Depth = 0.5 Area + 0.375 I'erimeter = 600 -1- 155 = 755 cu, ft.
755 > 754
"208" volume is OK
VVith Type "A" Drywell in Wcst Pond, storage volume required = 488 cu. ft.
Pand Volume @ 8" Depth = 0.67Arc;a + 0.67 Perinieter = 804 + 276 = 1,080 cu. 11.
1,080 > 488
Storage Volume in West '1'ond is UK
0
EAS1~ BAS1N
Location: Southeast corner of site
'I'otal Ba>in Area.: 5,080 sq. ft.
lmpervious Area: 2,634 sq. ft. = 0.060 acres
1'ervious Area: 2,446 sq. ft. = 0.056 acres
"208" Volume: I 10 cu. ft.
Pond Name: East Pond
1'ond r loor ArEa: 219 sq. 11.
I7loor 1'erimeter: 65 L1; @ 3:1 slopes
I'onci Valume u 6" Depth = 0.5 Area 0.375 Nerimeter = 109 24 = 133 cu. ft.
133> 110
"208" volume is Olt
VVith "I'ype "A" Drywell in East Nond, starage volume rcquired = 0 cu. ft.
Pond Valume @ 8" Depth = 0.67Area + 0.67 Perimefier = 134 +40 = 174 cu. I~.
174>0
Storage Volume in East Pond is OK
13U1Lll1NG RO()F "1'he building is to have a metallic roof, with ail roof runnIl'to be collected by gutters and
piped via a tightline to the Type "B" drywell with solid lid, located north of the building,
in the asphait parking arca.
Tota.l Ropt Area: approximately 6,500 sq. tZ. = 0.149 acre
Drywell Requirement:
Q = C I A = (1.0) (3.18) (0.15) = 0.48 cfs
. ~
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 1825 N. Hutchinson
Comment: Pipe from building to drywell
Solve For Actual Depth
Given Input Data:
Diameter.......... 0.50 ft
Slope 0.0100 ft/ft
Manning's n....... 0.010
Discharge......... 0.48 cfs
Computed Results:
Depth 0.30 ft
Velocity.......... 3.97 fps
Flow Area......... 0.12 sf
Critical Depth.... 0.35 ft
Critical Slope.... 0.0060 ft/ft
Percent Full...... 59.20 %
Full Capacity . . . . . 0.73 cfs
QMAX @.94D........ 0.78 cfs
Froude Nurnber..... 1.41 (flow is Supercritical)
Open Channel Flow Module, Version 3,21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
1'..
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DsD Urugaon ~tony ailt louii►, 30 to 55 pcr-
ccil6 slupca.
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pCi•CUUt alopus. :3U purLutL Slupua, c:XcCpc i.liaL dcpcl► cu I.,eLl-
ruck ruokgus fruut lU w YU ii►ciitz. ltuck uLtL-
crup i►►cluclud iu tI►ia c:oiiipli~x.
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blaciul till c011tai►►ii►g iL I:u•gC iuuuliiiL of Vi,l-
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bcuvul ut d~lAli o[ :iU w liU iIIulICa; uccupics 44 Lu :33 Vcry orav.:lly z:,nJ
uudulLtl.iub, iiioruii►cliku tupogi:ipl►y. Icouiil.
5:1 to GO Gruvcl
EIC lsloiku vary acuiry silt loain, U t0 30 pcr- Similur to l.luika sill. luau►, 0 tu'?0 pc:rccia.,lopes,
ceiit slojws. cxcCpL tl►at llwy ;uc vucy stouy Ltiruubhuut.
EI D ]_loik:t. vu•y StuIiy ai1G loiuii, :30 to 55
pM•cUu6 alul)Ca.
Em Lindci►t, silL loum. Atecliu111-lest,ured, solnLAVh;1t puorly draiuud, U to '?G S:lt lua«i_
ulkuliiie auil furnwcl in uUuviuui iruui culct►r-
cu►i> >ilt, vulc;auic :wh, ailc.l di:itauitC; (lul,Lli '?G tu -kl \'ery ti<<c ,:,ndy
tu wulu• tul;lc Itucui:ucs [rom ncur UWsurf:►rc lu:uu.
lu utJuut G fcet. 4 1 to (iU aai,d)' rl:ly luaui_ _
FaB Frecmun silt Iouun, 5 60 2U pCrcciit 1'ury cleep, n►oclcrutely wcU (lriiiuecl upl:uld aoiLs 0 tu'?'? Silt lo:►tu--------
slopcs. \►'IGII IilucllUliI-LuXLltl'e(1 SUcfacu laycr 101cl iuctli-
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slupc.3, scvcrcly crudecl. froni ailL uu rullinb tu liilly ujAu11(6i.
FaC3 Fruciuuii silt lu;tui, .'U to 3U pc;rcctiL
slupw, sc:vercly eraclecl.
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friu~;cS iu•uu~~d (ukczi tlu►t 1►:,vc u Iluctuatiub .
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iia luitd type ia Lou vau•iable.
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alopc:a. aively draiuud auils fo►•iuctl in gt:vully gLaci:il 1:3 tt) -14 Ycry 6mvully lu:Lii
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cr:►141y ,luI)iug turrucc;; dapAl► Lo niiXuu•c of
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SPOhA.[1E COUIITY
HEARING EXAiMINER COirIMITTEE
FINDINGS AND ORDER
A. INTRODUCTION
This matter having come before the Zoning Hearing Examiner Committee on
October 1, 1987, and the members of the Committee present being Phillip D.
Harris, Chairman, and Jim 5churra and Kathy Carstens.
B. PROPOSAL
The sponsor, The Millway Partnership, is requesting approval of a zone
reclassification, File No. ZE-42-87, FREEWAY COMERCIAL to REGIONAL
BU5INES5 (B-3) Zone, for the purpose of developing retail/office uses.
C. FINDINGS OF FACT
1. That the existing land use in the area is single family residential,
apartments motels, Interstate 90 and open area.
2. That tne Comprehensive Plan designates this area as appropriate for
iMajor Commercial development.
.
3. That the existing zoning of the property described in the application
is Freeway Commercial.
4. That the provisions o€ RCW 43.21C (The State Environmental Policy
Act) have been complied with, and the Committee concurs with the
Determination of Non-Significance.
5. That the proper legal requirements for advertisement of the Agenda
Item have been f ulf illed .
6. That the land use 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 proposed rezone is justified.
8. That the proposed use is compatible with existing uses in the area.
9. That the owners of adjacent lands expressed neither approval nor
disapproval 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.
C. FINDINGS OF FACT (continued) ZE-42-87
11. The following are additional findings of fact considered by the
Hearing Examiner Committee:
a) The proposal is consistent with the Major Commercial category of
the Comprehensive Plan. The Regional Business (B-3) Zone is
specifically intended to implement the Major Commercial
category's goals and objectives.
b) The proposal would be consistent with the zoning and development
trend along Hutchinson Road and Interstate 90 in this location.
c) The standards of the Regional Business (B-3) Zone will insure
that the developmenC is consistent with other developments in
the immediate area.
d) The site has direct access to Hutchinson Koad, an Interstate 90
frontage road, which serves commercial uses northeast of the
site and apartment and/or office uses westerly of the site.
Hutchinson Road provides no access to single family uses and
tnerefore additional commercial traffic generated from this site
will not affect a residential neighborhood.
e) This site is scheduled to cross-over from Freeway Commercial to
Regional Business (B-3) Zone in 1991.
D. CONDZTIONS OR COi~TTINGENCIES APPLIED TO THIS APPROVAL
(All Conditions imposed by the Zoning Hearing Examiner Committee shall be
binding on the "Applicant", which term shall include the owner or owners
of the property, heirs, assigns, and successors.)
a) COUNTY PLANNING DEPARTMENT
STA.i~TDARD :
1. All current standards of the Regional Business (B-3) Zone, as
amended, shall be complied with in the development of this site.
2. That the project is subject to Section 7.06, the Aquifer
Sensitive Area Overlay Zone of the ZONING CODE FOR SPOKANE
COUiyTY, which sets forth various measures for Aquifer
protection; specifically, measures dealing with wastewater
disposal, spill protection measures, and stormwater runoff.
3. That the present proposal is not detailed enough to determine
whether or not the use of or materials stored on the site are in
compliance with Chapter 4.16A (Aquifer Sensitive Area Overlay
Zone) of the SPOKANE COUNTY ZONING ORDINANCE. Accordingly, as a
condition of approval, the sponsor/applicant shall be required
to file with the Spokane County Auditor, within thirty (30) days
of the signing of Findings and Order of the final decision in
this matter, a"Notice to the Public" which shall provide in
material as follows:
2
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D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL ZE-42-87
a) COUNTY PLA~VNING DEPARTMEN'T (continued)
PRIOR TO THE ISSUAIJCE OF AlY BUILllIIJG PERMIT Ok
CER'TIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE
ON THE PROPERTY DESCRIBED HEREINAFTER, THE APPLICANT
StIALL BE RESPON5IBLE FOR COMPLYIiVG WITH THE PROVISIONS
OF SPOICAi.'VE COUNTY ZONING OR.DINANCE CHAPTEK 4.16A
(AQUIFER SENSITIVE AREA OVERLAY 'LONE). THE PROPERTY
«tIICH IS THE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY
DESCRIBED A5 FULLOtJS : . . . .
4. Applicant shall comply with '208' recommendations concerning
stormwater runoff and provide necessary landscaping for runoff.
5. Any division of land for the purpose of sale, lease or transfer,
shall comply with RCW 58-17 and the Spokane County Platting
Ordinances prior to issuance of building permits.
b) COU\TTY ENGINEERING DEPARTMENT
Prior To The Issuance Of A Buildin~ Permit Or Use Of The Property As
Proposed:
S TANDAR.D :
l. Access permits for approaches to the County Road System shall be
obtained f rom the Spokane County Engineer.
2. The applicant shall submit for approval by tne Spokane County
Engineer and tne Spokane County iiealth District a detailed
combined on-site sewage system plan and surface water disposal
plan for the entire project or any portion thereof, if the
development is to be phased.
3. A parking plan and traffic circulation plan shall be submitted
and approved by the Spokane County Engineer. The design,
location, and arrangement of parking stalls shall be in
accordance with standard traffic 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.
4. All 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 Stormwater
Management in effect at the date of construction, unless
otherwise approved by the County Engineer.
5. Roadway standards, typical roadway sections and drainage plan
requirements are found in Spokane Board of County Commissioners'
Resolution No. 80-1592 as amended and are applicable to this
proposal.
3
D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL ZE-42-87
c) COUNTY UTILITIES DEPARTMENT
STANDARD:
l. 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
witn all rules 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(s) or Successor(s) in interest a;ree to authorize the
County to place their name(s) on a petition for the formation of
a ULID by petition method pursuant to RCW 36.94 which the
petition includes the Owner(s) property and f urther not to
object by the signing of a protest petition against the
formation of a ULID by resolution method pursuant to RCW Chapter
36.94 wnich includes the Owner(s) property. PROVIDED, this
condition shall not prohibit the Owner(s) or Successor(s) from
objection to any assessment(s) on the property as a result of
improvements called for in conjunction with the formation of a
ULID by either petition or resolution method under RCW Chapter
36.94.
3. Any water service for this project shall be provided in
accordance with the Coordinated Water System Plan for Spo kane
County, as amended.
4. Each new unit shall be double-plumbed for connection to future
areawide collection systems.
5. These conditions are a part of Short Plat-83-254.
d) COUNTY HEALTH DISTRICT
STANDARD :
1. A combined surface water and sewaoe 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. Water service shall be coordinated through the Director of
Utilities, Spokane County.
4. Water service shall be by an existing public water supply when
approved by the Regional Engineer (Spokane), State Department of
Social and Health Services.
4
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D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL ZE-42-87
d) COUNTY HEALTH DISTKICT (continued)
5. Disposal of sewage effluent beneath paved surfaces is currently
prohibited.
6. Subject to specific application approval and issuance of permits
by the Health Officer, the use of an individual on-site sewage
system may be authorized.
7. Use of private wells and water systems is prohibited.
e) COUNTY BUILDING AND SAFETY DEPA.RTMEtJT
STANDARD:
1. The site is located in Fire llistrict #1.
2. Fire hydrants shall be located so as to be accessible to fire
apparatus and not be obstructed by any structure or vegetation
or have the visibility impaired for a distance of fifty feet in
the direction of vehicular approach to the hydrant.
3. Specific location of hydrants shall be determined by the fire
district.
4. Commercial dumpsters and containers with an individual capacity
of 1.5 cubic yards or greater shall not be stored or placed
within five feet of combustible walls, openings or combustible
roof eave lines.
5. The applicant shall provide verification from the Fire District
to the Department of Building and Safety that provisions have
been made f or adequate fire protection prior to the release of
building permits.
S PE C IAL :
6. Fire apparatus access roads shall be provided and maintained in
accordance with the provisions of Section 10.207 of the Uniform
Fire Code or as per requirements of the Fire District Chief.
7. Prior to final action approving a site development plan, a detailed development plan showing locations of buildings and
structures shall be submitted to the Department of Building and
Safety for review and determination of code compliance.
8. Hydrant locations and flow rate are to be verified by sponsor
and verification provided to the Spokane County Department of
Building and Safety prior to finalization of the permit.
5
. , . .
D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL ZE-42-87
e) COUNTY BIJILDING AND SAFETY DEPA.RTMENT (continued)
9. Exterior walls of any existing or proposed buildings shall have
fire resisCance and openino protection from the property line as
set forth in the Uniform Building Code.
f) WATER PURVEYOR
l. Water Purveyor is Modern Electric Water Company, and they can
supply the site with adequate water for domestic, fire and
irrigation uses when arrangements are made with the district.
g) -COUNTY-AIR POLLUTION CONTROL AUTHORITY
STANDARD:
1. Air pollution regulations require that dust emissions during
demolition, excavation and construction projects be controlled.
This may require 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 ernissions from
all other construction related activities.
2. 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.
3. Al1 travelled surfaces (ingress, egress, parking areas, access
roads) must be paved and kept clean.
4. Some objectionable odors will likely result during the
construction phase of the project and from motor vehicles using
the site f ollowing completion of the project and from occupants
of the proposed project.
6
OR.DER ZE-42-87
The Zoning Hearing Examiner Committee, pursuant to the aforementioned,
finds that the application of The Millway Partnership f or a zone
reclassification as described in the application should be APPROVED to the
REGIUNAL BUSINES5 (B-3) Zone.
Motion by: Jim Schurra Seconded by: Kathy Carstens
Vote: (3-0) UNANIMOUS TO APPROVE TO THE REGIONAL
BUSINESS (B-3) ZONE
HEARING EXAMINER COMMITTEE
HEREBY ATTEST TO THE ABOVE
FINllINGS, ORDER, AND VJT ~
%
,Chairman " "c~
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ATTEST:
For WALLIS D. KUBBA.Rll
PlanninQ Director
By STEVE HOROBIOWSKI
Zoning administrator
Date:
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7
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` • . ' 1!,'~~:'..5:.',,~~^^~~
PLANN,I.NG DEPARTMENT
i BROAOWAY CENTRE BUILOING N 721 JEFFERSON STREET
II 1
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~ PHONE 456-2205
1~'~ ~
SPOKANE, WASNINGTON 99260
, - : . . . -
SPOnI,NC COUntY COURT NOUSC
P L A N N I N G REPORT
Date: October l, 1987
T0: SPOKANE COUNTY ZONING HEARING EXAPIINER COMP-1ITTEE
FROM: Spokane County Planning Department
SUBJECT: Rezone #ZE-42-87; FREEWAY COMtiERCIAL to REGIONAL BUSINESS (B-3) ZONE
I. GENERAL INFORMATION
Applicant/Owner: THE MILLWAY PARTNERSHIP Aqent: Bernie Neil
<
Proposal:
A request to rezone an approxirnate 43,177 square foot site frorn
Freeway Comnercial to Regional Business (B-3) for the purpose of
developing retail/office uses. (NO SITE PLAN)
Location:
The site is generally located along the north side of Hutchinson Road
and 205 feet south of Marguerite Road in Section 7-25-44. Tax Parcel
Number: 07544-0704.
II. SITE ANALYSIS
Comprehensive Plan: h1AJOR COt1MERCIAL Category
- Inside General Sewer Service Area (GSSA) Boundary
- Inside Priority Sewer Service Area (PSSA) Boundary
- Inside Urban Impact Area (UTA) Boundary
The Ma jor Coinnerc i a 1 category i s a 1 and u se des i gnat i on i ntended to
prov i de the opportun i ty for deve 1 oprnent of a vari ety of off i ce, reta i 1,
and coinrnercial uses dependent upon neighborhood characteristics,
availability of urban services, and proximity to major arterials. Zones
to iinp 1 einent the Ma jor Cominerci a 1 category incl ude Communi ty Bus i ness
(6-2) and Regional Business (B-3) Zones. Projects in this category should
have a certain degree of aesthetics along with buffering between itself
and other less intense land uses.
. . .
II. SITE ANALYSIS (continued) ZE-42-87
Zoning:
Existing on SITE: FREEWAY COF1MERCIAL '(established 1972)
and within:
Aquifer Sensitive Area Overlay Zone
To the NORTH: Freeway Coinrnercial (established 1972)
Agricultural (established 1946)
Multi-raini l,y Suburban (established 1958)
To the SOUTH: Agricultural (established 1946)
To the EaST: Freeway Commercial (established 1972)
Comrnerci a 1 ( estab 1 i shed 1977)
To the WJEST: P1ulti-Farnily Suburban (established 1972)
Urban Residential-22 (established 1987)
Land Use:
Existing on SITE: Open area
To the NORTH: Motel and single family residential
To the SOUTH: Interstate 90
To the EAST : Mote 1
To the WEST: Apartinents and open area
The s i te i s bounded by cornmerc i a 1 uses i n t he Freeway Coiiinerc i a 1 Zone
on one side, a 90-unit apartment cornplex on the second side and by
Interstate 90 on the third side. Property northeast of the proposal
has been zoned and developed for cormiercially related uses. Land
westerly of the site has been transitionally zoned for apartrnent or
off i ce uses.
The site itself is zoned Freeway CorRnercial which is a zoning
designation suitable for limited coirunercial uses to serve the needs
of the trave l i ng pub l i c. The deve lopment standards of the Freeway
Conunercial Zone are very restrictive and overly protective of all
types of adjoining land uses. Developinent of such sites always
requires that a specific site developrnent plan be approved in a
public hearing.
The Program to Irnplernent the new Spokane County Zoning Code calls for
the scheduled cross-over of zones, in 1991, as follows:
Freeway Cornnercial Zone becomes Regional Business (B-3) Zone
Multiple Farnily Suburban Zone becornes Urban Residential-22 Zone
Site Characteristics':
Site Size: Approximately 43,177 square feet Existing Buildings: None
Topography: Flat Vegetation: Natural
Agri cu 1 tura 1 Surniiary: Ma jor Comrnerc i a 1 category of the Comprehensi ve
Plan is not intended for agricultural protection.
2
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II. SITE ANALYSIS (c0ntanued) ZE-42-87
Site Characteristics (continued)
Adjoining Streets; Hutchinson Raad to the'south of the site is a 50
foat County right of way ii{iproved with two paved
and curhed lanes and sidewalks along the north
side,
Hutchinsvn Road is basi,cally a f reeway frontage road serving
co,,~ir,ereial ar~~ apartriient uses along Tts north side. Wzth recent
approval of a Urban Residential-22 (UR-22) 2ane (File 2E-23-87),
westerly of the current proposal,ilutehinson Road wi l1 teniiinate in a
eul-de-sac ort that Urban Residential-22 (UR-22) praperty.
no te:
- !Va site plan has beeri subraitted for review by the 2vning Hearing
Ex&iirrer Conuaittee. DetaiTed site plan review is recocrxiiended to
be adiiiinistrative at tfie 8uilding PerwTt stage with guidance
fraii} the Ca:nprehensive Plan, Ordinance requirements, conditions
of approval, and other~ Cvunty polic7es and guidelines»
I II. S ITE aEVELOPriENT RECOITIENDATIONS
UesY~Ln; 1"he propased rezone tv Regional Business (B-3) is not
necessarily a significant change frvm the existing Freeway Corniiercial
zoning, The Regional Bustness (BY3) Zone will affer a wider variety af
cam,ercial uses for the site; uses that are not just 1Tmited to tfie
traveling public. And, the RegTOna1 Busaness (B-3) Zone provides for
standards that- are [nore flexible than those af the existing Freeway
Coiaaercia i Zone, whi 1e at the sarne t irne offer i ng adequate coinpat a bility
rneasures f or adjacent land uses.
Landsca in :The landscape standards of the new Spakane County Zoning
Code wi l1 require sorne p 1 ant ings and screening alon9 Hutch insan Road and
alang the site`s west prvperty line. The extent of thase standards will
be dependent upon bui 1 d i ng lacat ian, parking lot pl ar-einent, and access
points.
Signage; The signage standards af the new Spokane County Zaning Code
provides for adequate identTfication of uses while a7so discouragang
sign carnpetitian within heavily developed coianerciaT areas.
Cr itica l Materia 1 slUse Activ, i t. Develapt~er~t af the s ite wii Tbe
r~evieare~~Qr cr~ical rnateri'alsat the buTlding peririit stage when rnore
detai1s are kriown about the future use.
3
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IV. SEPA ENVIRONIIENTAL REVIEW ZE-4.2-87
An Environix~ental Checklist was subwitted by the sponsar and was
reviewed by the County Planning Departirient. The reaiew considered
the speczfics of the proposal, other avail`able infvrsoation, County
ardiriances, ather regu1atians arrd laws, possible standard Conditions
af Approva 1, the Genera 1 T zed Caiilprehens i ve P1 an, a rr~ other County
policies and guidelines. The Zanirt g Administrator has de t e rini ned
that "No prahahle significant adverse iinpacts'fi would result froi-pi the
proposal being developed arrd has issued a Deternkination of
Norr-Significance ("ONS").
The "DNS" was circulated to nine other agencies of jurisdictian and
other agenciesldepartinents affected by the future developiiient fvr
review and comtiient. The "DNS" coriinent periad ends Septewber 30,
1987, arrd was advert ised 15ca1 endar da,ys befare sa id date i n the
newspaper, by letter ta ad,}acent property owners wi thin 400 feet of
the propasal, and by notice on a sign pvsted on the proposal s7te.
The Hear in~ Examiner Carxiiittee G,lay eonsi der add i tiona l environinenta 1
related testiucon.y and the "QNS" at the public hearing.
V. PLANNING SLfMMARY
The proposed rezone af the s i-te f roin Freeway Coinnerc i a 1 to Reg iona 1
Business (B-3) shvuld be appraved by the Hear7ng Exariiiner Coirrnrittee
for the fa 11 owing reasons :
a) The proposa 1is consf stent with the Ma j ar Carnnercia1 category of
the Cocnprehenszve Plan. The Regional Busirress (8-3) Zone is
specifically intended to iinpleuMent the Major Cotwmercial
categary" s gva1 s and object i ves .
b) The praposal would be consistent with the zoning and development _
trend along Hutchinsan Raad and Interstate 90 in this location,
c) The standards of the Regiorral 8usiness (B-3) Zone will insure
that the developmerrt i s cons istent with other devel aprnents i n
the itmriedi ate area.
d) 'The site has direct access to Hutchirtson Road, an Interstate 90
frantage r~vad, which serves coinrnercial uses northeast af the
site and apartinerrt andlar office uses westerly of the site,
Hutchinsvn Road pravides no access to sing le fami l.y uses and
therefore add it i onal coniierci al traff ic generated frviii th i s s 7 te
will not affect a residentiai neighborhaod.
e) fih i s site issche dui ed to cro s s-oaer frorn Freeway Corrme rci a 1to
Regional Business (B-3) 2nne in 1991.
4
• ! •
VI. CONDITIONS OF APPROVAL ZE-42-87
(Al1 Conditions imposed by the Zoning Nearing Examiner Comnittee shall be
binding on the "Applicant", which teriii shall include the owner or owners
of the property, heirs, assigns, and successors:-)
a) COUNTY PLANNING DEPARTMENT
STANDARD: 1. Al1 current standards of the Regional Business (B-3) Zone, as
amended, shall be cornplied with in the development of this site.
2. That the project is subject to Section 7.06, the Aquifer
Sensitive Area Overlay Zone of the ZONING CODE FOR SPOKANE
COUNTY, which sets forth various measures f or Aquifer
protection; specifically, measures dealing with wastewater
disposal, spill protection measures, and storrnwater runoff.
3. That the present proposal is not detailed enough to deterinine
whether ornot the use of or materials stored on the site are in
cornpliance with Section 7.06 (Aquifer Sensitive Area Overlay
Zone) of the ZONING CODE FOR SPOKANE COUNTY. Accordingly, as a
condition of approval, the sponsor/applicant shall be required
to file with the Spokane County Auditor, within thirty (30) days
of the signing of Findings and Order of the f inal decision in
this matter, a"Notice to the Publ ic" which shal l provide in
material as follows:
PRIOR TO TNE ISSUANCE OF ANY BUILDING PERMIT OR
CERTIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE
ON THE PROPERTY DESCRIBED HEREINAFTER, THE APPLICANT
SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PROVISIOKS
OF THE ZONING CODE FOR SPOKANE COUNTY SECTION 7.06
(AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY
WHICH IS THE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY
DESCRIBED AS FOLLOWS:....".
4. Applicant shall comply with '208' recommendations concerning
stonnwater runoff and provide necessary landscaping for runoff.
5. Any division of land for the purpose of sale, lease or transfer,
shall comply with RCW 58-17 and the Spokane County Platting
Ordinances prior to issuance of building permits.
5
. VI. CONDITIONS OF APPROVAL (continued) ZE-42-87
b) COUNTY ENGINEERING OEPARTA1ENT
Pri or To The I ssuance Of A Bu i 1 d i ng Permi t''Or Use Of The Propert.y As
Proposed: ~
STANDARD:
1. Access permits for.approaches to the County Road System shall be
obtained froiii the Spokane County Engineer.
2. The applicant shall subinit for approval by the Spokane County
Engineer and the Spokane County Health District a detailed
coinbined on-site sewage systein plan and surface water disposal
plan for the entire project or any portion thereof, if the
development is to be phased.
3. A parking plan and traffic circulation plan shall be submitted
and approved by the Spokane County Engineer. The design,
location, and arrangement of parking stalls shall be in
accordance with standard traffic 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.
4. Al1 required improvements sh.all 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 Stormwater
Management in effect at the date of construction, unless
otherwise approved by the County Engineer.
5. Roadway standards, typical roadway sections and drainage plan
requ i rements are found i n Spokane Board of County CorRni ss i oners'
Resolution No. 80-1592 as amended and are applicable to this
proposal.
c) COUNTY UTILITIES DEPARTMENT
STANDARD:
1. Pursuant to Board of County Cornnissioners Resolution No.
80-0418, the use of on-site sewer disposal systems is hereby
authorized. This authorization is conditioned on compliance
with all rules and regulations of the Spokane County Health
District and is f urther conditioned and subject to specific
application approval and issuance of permits by the Health
District.
6
• . c. .
VI. CONDITIONS OF APPROVAL (continued) ZE-42-87
c) COUNTY UTILITIES OEPARTMENT (continued) 2. The Owner(s) or Successor(s) in interest agree to authorize the
County to place their name(s) on a petition for the foriiiation of
a ULID by petition method pursuant to RCW 36.94 which the
petition includes the Owner(s) property and further not to
object by the signing of a protest petition against the
formation of a ULID by resolution method pursuant to RCW Chapter
36.94 which includes the Owner(s) property. PROVIDEO, this
condition shall not prohibit the Owner(s) or Successor(s) f rom
objection to any assessinent(s) on the property as a result of
improveinents called for in conjunction with the forination of a
ULID by either petition or resolution inethod under RCW Chapter
36.94.
3. Any water service for this project shall be provided in
accordance with the Coordinated Water Systern Plan for Spokane
County, as ariended.
4. Each new unit shall be double-pluinbed for connection to future
areawide collection systeins.
5. These conditions are a part of Short Plat-83-254.
d) COUNTY fiEALTH DISTRICT
STANDARD: 1. A coinbined 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. Water service shall be coordinated through the Director of
Utilities, Spokane County.
4. Water service shall be by an existing public water supply when
approved by the Regional Engineer (Spokane), State Departrnent of
Social and Health Services.
5. Disposal of sewage effluent beneath paved surfaces is currently
prohibited.
6. Subject to specific application approval and issuance of perrnits
by the Health Officer, the use of an individual on-site sewage
systerninay be authorized. NOTE: There shall be no more than
3,600 gallons of liquid waste generated per day in an acre.
7. Use of private wells and water syster;is is prohibited.
7
,
- c .
VI. CONDITIONS OF APPROVAL (continued) ZE-42-87
e) COUNTY BUILDING AND SAFETY DEPARTMENT
STANDARD: 'l. The site is located in Fire District #1.
2. Fire hydrants shall be located so as to be accessible to fire
. apparatus and not.be obstructed by any structure or vegetation
or have the visibility impaired for a distance of fifty feet in
the direction of vehicular approach to the hydrant.
3. Spec i f i c 1 ocat i on of hydrants sha 11 be determi ned by the f i re
district.
4. Cornnercial dumpsters and containers with an individual capacity
of 1.5 cubic yards or greater shall not be stored or placed
within five feet of cornbustible walls, openings or cornbustible
roof eave lines.
5. The applicant sha11 provide verification froin the Fire District
to the Department of Building and Safety that provisions have
been made for adequate fire protection prior to the release of
building permits.
SPECIAL: .
6. Fire apparatus access roads shall be provided and maintained in
accordance with the provisions of Section 10.207 of the Uniform
Fire Code or as per requirements of the Fire District Chief.
7. Prior to final action approving a site developrnent plan, a
detailed development plan showing locations of buildings and
structures sha11 be submitted to the Department of Building and
Safety for review and determination of code compliance.
8. Hydrant locations and flow rate are to be verified by sponsor
and verification provided to the Spokane County Department of
Bui lding and Safety prior to final ization of the permit.
9. Exterior walls of any existing or proposed buildings shall have
fire resistance and opening protection f rom the property line as
set forth in the Uniform Building Code.
f) WATER PURVEYOR
1. Water Purveyor is Modern Electric Water Company, and they can
supply the site with adequate water for domestic, fire and
irrigation uses when arrangements are made with the district.
8
. 1
VI. CONDITIONS OF APPROVAL (continued) ZE-42-87
y) COUNTY AIR POLLUTION CONTROL AUTHORITY
STANDARD: '
l. Air pollution regulations require that dust eniissions during
deinolition, excavation and construction projects be controlled.
This cnay require use of water sprays, tarps, sprinklers, or
suspension of activity during certain weather conditions. Haul
roads should be treated and ernissions from the transfer of
earthen iiiaterial inust be controlled as well as einissions froin
all other construction related activities.
2. tleasures iiiust be taken to avoid the deposition of dirt and nlud
from unpaved surfaces onto paved surfaces. If tracking or
spills occur on paved surfaces, rneasures inust be taken
iinnediately to clean these surfaces.
3. All travelled surfaces (ingress, egress, parking areas, access
roads) must be paved and kept clean.
4. Soriie objectionable odors will likely result during the
construction phase of the project and f rom motor vehicles using
the site following coinpletion of the project and fran occupants
of the proposed project.
9
I ~
033 984
.w.:
~ T -
y.~. x=. i~.~... ,1;:~.:• .
.
_.~C?J1!►1r~~07t~~)~
SPOKANE COUNTY PLANN I NG DEPARTMENT
7
U~~ ZI 2 oQ PM to o~" Land Use Application No. & -`4
Property Parcel No.
a~fDl~ti~
SF'P; KAj q`.° c•Ut!9 7Y,
ProPertY Address : ~
Xv
~nvt~Ac. - ~~-O ~.~rt.~ri-~
ULID REAL PROPERTY COVENANT AND AGREEMENT
R E C I T A L S:
WHEREAS, Spokane County, pursuant to Chapter 36.70 RCW, Chapter
58.17 RCW, Chapter 43.21C RCW, and Chapter 36.94 RCW, has the legal ability
to attach, as a condition of approval in conjunction with the approval of
projects and permits authorized under the above provisions, a requirement that
the owners of the real property which is the subject of the approval or permit,
execute, at the time of application for any project or permit, a U L1 D Real
Property Covenant and Agreement, the purpose of which is to prvtect the
drinking water of the Spokane Valley - Rathdrum Prairie sole source aquifer, as
provided in the Spokane County Aquifer Sensative Area Overlay Zone, from the
effec.ts of pollution hy er.is►.iriy an:: futur:: sewaye disposal pi,actices in areas
which may affect the aquifer; ,
THlS AGREEMENT AND COVENANT is made and executed this 2$ day
of Ai~t , 19 87, by Spokane County and the owner(s) of the
following described real property, located in the State of Washington, County of
Spokane, to-wit. Q~ir c, c,~ I~ r i~ ~~a Z o~ oPP°J~"`"' S~- Y~ sec,
`f ~ A e-s LS ~ b,d ti s ~m tl°,,`)s ~
Beginning at the NW corner of said Tract 302; thence South along the
west line of said Tract, 205.21 feet to the True Point of Beginning; thence
East 125 feet; thence S43°55'29"E, 167.04 feet to a point on the westerly
right of way line of Hutchinson Road (Frontage Road), said point lying on
a nontangent curve to the right with a radius of 1,046 feet, the center
of circ1e of whic{i bears N410 28'58"UJ; thence along said westerly right of
way line and along the arc of said curve through a central angle of 15°52'S2", an
arc distance of 289.93 feet to a point on the west line of said Tract 302;
thence North 280 feet to the True Point of Beginning; containing 43,177
sq. ft. (approximately 1.0 ac
Page - 1
~
42 1;4 0 7
.
.
' ♦ a • IrI.L.
The above described property is Iocated within an area designated within
the Comprehensive Wastewater Management Plan as affecting the Spokane Valley
-Rathdrum Prairie sole source aqu+fer, and the owners of such property have
made application for a permit or approval from Spokane County, which applica-
tion requires the execution of this Utility Local Improvement District Real Prop-
erty Covenant and Agreement.
(1) OBLIGATION
. In accordance with the conditions of application approval in conjunction
with Land Use Application No. set forth hereinabove, the owners hereby cove-
nant and agree for themselves, their heirs, successors, assigns and personal
representatives, to join in any valid petition for the formation a Utility Local
Improvernent District established pursuant to Chapter 36.94 RCW, for the in-
stallation, maintenance or operation of sewer service and facilities which may be
proposed to be established for the area in which the above-described property
is Iocated, and which will serve the above-described property, and said owners
for themselves, their heirs, successors, assigns and personal representatives
covenant and agree not to protest the establishment of such Utility Loca) Im-
provement District as authorized under RCW 36.94.240 for such area, in serving
said property, whether proposed by petition or resolution of the appropriate
governmental agency. PROVIDED, HOWEVER, this obligation shall not con-
stitute a waiver of any right of said owners, their heirs, successors, assigns
or personal representatives to object to or protest the ULID assessment on the
above-described property.
(2) COVENANT.
The obligation and agreements hereinabove contained are hereby declared
to be covenants running with the above-described land, and shall be binding
upon the owners, their heirs, successors, assigns and personal representatives
for the benefit of the above-descrlbed lands and surrounding lands which may
be included in such U l.l D.
The County, upon approval of the permit or project for which the docu-
ment is executed and running of the appeal time frame, shall execute the docu-
ment and record the same with the Spokane County Auditor. If the permit or
project is ultimately denied, the agreement will not be executed by the County
and will be returned to the owner.
;"age 2 ~ . • .
~
~ -
933 P1iCE 986
• . , ~~/L~- L-• C~t.1.- ~J~,t 't' .
• ( V V ~
lxv~
Owner Ownbr v
Owner's Address l,()• 90~~ lLc,~.~v►v . Wa- 99aol
We hereby consent to the above agreement and covenant.
Date LeinholderjContract SellerjMortgagee/Deed of Trust Holder
(Signature, title, and company)
~ Above-described property has no leinholders, contract sellers,
` mortgagess, deed of trust holders, or other partic;s af vested interest
except those whose signatures are shown above.
Signature of Owner
STATE OF WASHINGTON )
) ss.
County of Spokane )
On this day personally appeared before me -~~~~Tiyi
i, it to me known to be the indivudual ( s) d scribed in and
hi5 j'executed the within and fore9oin9 instrument, and acknowled9ed that
~rt . .
,v9{e h~%stie/they signed the same as his/her/their free and voluntary act and deed,
1 w. ` 7't ( ~ . '
•}c~or•,th6 iuses and purposes therein mentioned.
,,:p5-, a~ ,•.6'IyEN under my hand and offical seal this day of ,
NOTARY PUgLIC in and for the State
of Washington residing at Spokane. My
coanmission expires
STAT E OF WASN I NGTON )
) ss.
County of Spokane )
On this day of , 19 , personally ap-
peared before me to me known to be the of
the corporation that executed the within and foregoing instrument, and acknow-
ledged said fnstrument to be the free and voluntary act and deed of said cor-
poration, for the uses and purposes therein mentioned, and on vath stated that
he/she was authorized to execute said instrument and that the seal affixed is
the corporate seal of said corporation. ,
IN WITNESS WHEREOF i have hereunto set my hand and affixed my seal
the day and year first above written.
NOTARY PU6LIC in and for the State
of Washington residing at Spokane. My
commission expires
BOARD OF COUNTY COMMISSIONERS
OF SPOKAN COUNTY, WAS INGTON
/
,
,
°e._
ATT EST^• ~ . ,
' WILLI E DONAHUE
C I k of ti e 66a rd
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S i ORMirVA'l~E1. DR.t11NA.C1, RZ.LI'ORrl'
for n proposcd
OffiCle 13ccildiQg
to be locatcd at
1825 Niii tll HiitChi"oii
in the
SE 1!4 of Scction T. 25 N., R. 44 E.W.M.
•
Spokane, Washin5ton
Nor: Wyatt A.rchitec(s & Assaciates
(?ctoher 4, 1994
lZeport Ycep3red By:
S11?7psod? Ed'l g6neel's,7 Inc.
North 909 Argonnz Road
Spokane, WA 99212
I'RCI.tJ{C`.'1' NO. 13070 `.~S E.
P pf wAsy~ I&
C.~ y~' • i ,
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r~~!'~LLl~ OQ~ CO1 \,l,Ll~r,S ~
9967
~o Cl
NAL~
Drainage Basin llata Swn,naries ~ EXPIRES 7117r 9s
"208" Pond Volume Calculations
DOCUMENT
Ratia►al Fornlula Hydrology l3owsLring Calculati
g~C~KANE CFFICIAL COUNTY PU6L► ENGINEER'S OFFICE
S.C.S. Soils Map and Descriptions OR-qNk.
~ -'f
Tightline-, L2>L4j Id', Y►g i-o Drywell
RE-~Uf~;~ i COUNTY ENGINEER
.
QRniNnGE BAS'l-N Dn"fA SUMMA1Z1E5
AN D
"208" PON u VC)L:UME CALCU LA'J~IONS
WES'1' BASIN
Location: North half of site, plus grass area south of building
'1'otal Basin Area: 32,720 sq. ft.
7mpervious Area: 15,100 sy. ft_ = 0.416 acres (asphalt)
Pervious Area: 14,620 sq. ft. = 0.336 acres
"208" Volurne: 754 cu. ft.
Ponci Name: West ]'onci
Pond Floor Area: 6' x 200' =1,200 sq. ft.
Floor Pcrirneter: 412 LF cr 3: l slopes
Ponci Valume @ 6" Depth = 0.5 Arca + 0.375 I'crimeter = 600 + 155 - 755 cu. ft.
755 > ?54
"208" volume is OK
With 'I~}rpe "n" Drywell in West Pond, storage volume requircd = 488 cu. ft.
Pond Volume @ 8" Depth = 0.67Area + 0.67 Nerinieter = 804 + 276 = 1,080 cu. ft.
1,080 > 488
Storage Volume in West Pond is OK
EAS`l, BAS1N
Lacation: Southeasfi corner of site
'1'oial k3asin Area: 5,08(} sq. ft.
lmpervious Area: 2,634 sq. ft. = 0_060 acres
Pervious Area: 2,446 sq. ft. = 0.056 acres
"208" Vplume: I 10 Cu. ft.
Pond Namc: East Pond
Pond FIoor Area: 219 sq. ft.
l~loor Perinleier: 65 LF @ 3:1 slopes
Nond Volume u, 6" Depth = 0.5 Area + 0.375 Perimeter = 109 -1- 24 = 133 cu. 11.
133 > 110
"208" volume is OK
With ']'ype "A" Drywell in Last Pond, storage volume required = U cu. ti.
Pond Volume @ 8" Depth = 0.67Area + 0.67 Perinieler = 1334 40 = 174 cu. f=t.
l74>0
Storabe Valume in East ~'ond is OK
l3UlLDYNG IZOOIy
'1'he building is to have a metallic root; with all roof runoff to be collected by gutters and
piped via a tightline to rhe 'I'ype "B" dtywell with solid lid, located north ot'the building,
in the asphalt parking area.
Total Root Area: approximately 6,500 sq. tl. = 0.149 acre
Drywell Requirement:
Q = C 1 A=(1.Q)(3.18)(0.15)=0.48cfs
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 1825 N. Hutchinson
Comment: Pipe from building to drywell
Solve For Actual Depth
Given Input Data:
Diameter.......... 0.50 ft
Slope 0.0100 ft/ft
Manning's n....... 0.010
Discharge......... 0.48 cfs
Computed Results:
Depth 0.30 ft
Velocity.......... 3.97 fps
Flow Area......... 0.12 sf
Critical Depth.... 0.35 ft
Critical Slope.... 0.0060 ft/ft
Percent Full...... 59.20 %
Full Capacity..... 0.73 cfs
QMAX @.94D........ 0.78 cfs
Froude Nurnber..... 1.41 (flow is Supercritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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INlup Suil uuu►c lhac:rijit,iui► uf si,il uncl ai1.e fruui
63'tiibul sur1.,u.:
USD.1 [ca[ufc
!u.
DsC llru~oon Stouy Silt, lo:1uk, U to 30 purcci►t aiiuilitr to lli:a6uou silt lo:un, U tu JO pcrcent
sloJ,us. slopea, cXCuj)L Clt:tL Llle aUClaCc laycr i; atoiiy.
DsD Dragooii stouy Silt luuui, 30 l0 55 pcr-
ccu6 SlopCa.
DvD llraboun vury rocky complex, 20 to 55 L)r;igoon p;u-1. Similar t,o Ui;a.,100lk silt lO:un, 0 to
percuut alopus. 3U pcrcc,►c slopcs, CscUpt Lhac dept.li w l,ua-
1•UCk r;u►gu5 fruiu lU Lu 2U iiickit;z. ltuck uuC-
u•oIj iiiclu(Jucl ii► diia coti►~~1~~.
Ek6 Lluikaailt louui, U tu'?U pcrcciit slopcs. \(ediuui-tCXLurcc.l, W(.'ll-ai;LiuUcl Soil foruIuLl Cruni U tu'?-1 ailL lu:,iu________
61uci:il till wuLuiuilig u l:u•gc utLwtuit Of Vul-
cunic wili iu tlie suu•fucu luyer; m►dcrluiu by 24 tu 44 Grav,:Uy 1oa►u----
gruvCl :►t, ~~IAli of :iU Lo liU iucllez; Uccuj)LvS -14 tu ;iS \'cry oravcU)•
Luieluliitii►6, li1ureiiJiUlil.u tuj»6raIJ1iy. loa«I.
53 tt) 60 Cr:,ve1----------
CIC E'toil:u V(:ry atoily ailt loulu, U lu 30 pur- Siiinilar iu ]:luik:isift luau►, U tu2O j)urcuiiLslujics,
ccut Slupus. esceI)C, tliat tliC-y :Lru vury atony tliruutihuut.
EID l:luiku vcry ;tui►y ailt, lotiui, 30 tu 55
pwrcCiiL slulieS.
Em l:in(lcut, ailt lu;uu. Alecliuiii-lexI.ured, so1110VIIut, puorly dr:iiuecl, U tu ?G ailt lu;,iu_
t►lkalii,c Suil furnictl iii ,►lluviiiu► fi•uii1 culcur-
CUua vulc:►uic :wi►, •►ucl cliuto«ite; acptli '?l; tu -11 Very ti<<.: z:Liid)•
tu wutur tublc Iluctu:ttca Iruiu neur tliu Surlucc lu:►►u.
tu uUuu[ li fcut. 4 1 W GU aui«ly cl;.►y lu:iui_
Fa6 Frccinun silt la:uu, ;i t,o '?U Iwrc:uul, 1'rry dccl), iuoclcrulely well clr:►ii►ed uj;l:unc1 :,oil:i U tu'?'? Silt lU:,ul
alo pes. with u►cdiuin-Lexturecl surfacu luycr Uud iliucli-
FaE33 Frccluuu silt lo:tiu, :i lu '?U pc;rcctI 6 titu ur iuudurulcly Iiiic tcXLtirucl suiinu►1; fUrim•d t0 72 ailty cla}' 10:,ui.
nlopua, auvuruly cruclcd. fruui aill, ui► roUiug to liilly upl:u►tls..
FaC3 Frecii►.iu Silt lu:uu, '?U l0 30 pcrt;cilt,
;lupes, nuvuruly urudud.
Fm Fresh wuter iuru•sh. Shullow, s w:I m r~y, iuterinitteut ~~oittl~ und
f,•iubcs uruun~l I:ikcs tliat, l4t%'L tlucLu:►tiiib -
.
~~~utcr t~~ bIc. Likgiuuc:riiig clat.l i., iiut biv[:u,
us lancl typc ia t,ou vuriablC.
GaC3 Gcu•ficld silly cluy 1a:un, 0 to 30 pcrcuilt Vury Llc:c:j), well-clr,►incd suil duvelo~~ed ii► lucsa U tu i; ~iilq clay lu:,iu---
slopea, severuly i:rotled. uil ricl};c:LopS :►ucl kitubs uil LIle rolliug w hilly ;i to 2:3 Sil[y cl:,y'--------
upl:u►da iil lhu 1':tlouse aoil uccu. 23 Lo liU ailty el.,}, loaiu---
GgA G:u•rison };rcivclly luuin, Q to ;i pcrccnt Gr.►vully, mecli►ini-texturt:cl, aoniLwliut cxcu,- 4 w l:i Gravclly lc,aiu----
slupes. bivcly clr:►ii,ucl auila (oruiecl in 6rut•c:!!y tilaci:d l:i to 44 \'erv gr:n•e11y lu:iu
GgB G:u•rise,i► bruvelly loucn, 5 I.o 20 purccut ouLwaalt iuuterial fruiu :L %•uricty uf ucicl, 44 tu Gu a:.ucl, g►':,vcl, :Li,d
alopcs. ibiwuu; Jraiwi6 ruck; w► itearly luvul lu iiiuLl- cubWea1ul,ea.
(:ratUly ;loI)iub tcrc:iccs; d(:I)Lh w uINture of
S:utd, grAvul, uud cuubleatuuus r:unbca Irou►
lu :i (ccL.
Gm6 laarriaou vwy oi;avclly lu.uii, U lo a Si,uu:11' tO (.;u!•riSou gr.lvclly lu:1111, c.Xcupc ilult U tu l:i Very ~ra~~cll3• lu:~<<
purcciit sluIJua. lllc buifauu luycr ia very br:avuUy. 15 to -l-l 1'rr), brarclly lu.,ii
44 [o liU j;,n«l, ,,,r.ivcl, :,i,d
cc,Wc:Scutjei.
GnB C:u•ri.,olt very stouy lo:un, to 20 Similar to C:u•riaon gr.iveUy lo:un, c;Xcej)t tliat
Pw•cwit alopc:a. llw surlucc luycr ia vcry stouy.
GpA Clcuro,e ail6luetui, 0 to:i pCrcc►ltslupe3. Vcry tlcul), mcdium-lextiu•ud, well-clraiiwcl ,uila 0[u 72 Silt louili
Gp8 Cleuroac SilL louu►, 5 ta 2U pl,:rcwutstc,pua. fa•utccl froti► ucicl igiwous gluciul till; ,urfucc:
CpC Glciu•ose ailt luuiu, 20 lu 30 nercwut luyur inllucnci.d (.,y luc:as uiit.l vu1cAuic u,l►; c,u
alupc:,. guully rc,lliug W SluuJ) uJAuu(ls.
GpD Clcnrusu silt loaiu, 30 t0 55 pcrccnt
Slopus.