PINES S 717 WORLDWIDE GROUP OFFICE ADD/REMODEL
PINES S 717
~ ~ .~•U ~
~ DATE FINALED ENGINEER' S REVIEW SHEET
CMECK N'VHEN LOGGED IN FINAL
BLDG. PERMIT # -or -FILE#
Related File # ( ) •
Date to Review 4-5-95 Time 10:00 PRE-APPLICATION
Date to AA & DR Time
Date Received 3-8-95
' y
Project Name WORLDWIDE GROUP OFFICE ADD/REMODEL No. Lots No.Acres
Section - Township - Range
SITE ADDRESS PINES S 717/N STH PARCEL # 22542-2054+
.y"
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Applicant's Name ANDY MERCHANT-DC Phone # 467-7600
Address 55 LINCOLN #104-SPOKANE WA 99208 Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE ✓ NO W S SCHOOL
Engineer / Surveyor's / Architect's Name
Planning Contact Person Phone # 456-2205
Date Submitted Description Initials
AGREEMENT TO PAY FEES OR PRIORITY FEE GOMPLETED & C TO ACCOUNTING
FiNAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
~
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED
AI,TERATION TO PLAT - BLOCKS & LOTS
BOND RELEASED -ROAD & DRAINAGE IMPROVEMENTS
HEARING EXAM APPROVED DENIED- APPEALED BBC / PROJECT APPROVFD DCN[ED I
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.clplflreview. for ,
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PROJECT NUMBER= 95002588( APPLICATION DA'lf 06/01/95 PAGE= 01
THTS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 717 S PINES RD PARCEL#= 45222.2038
ADDRESS= SPOKANE WA 99212
PERMIT USE= OFFICE REMODEL & ADDITION
-PLAT#= 001931 PLAT NAME= PARADISE ACRES ADD
BLOCK= LOT= 2 ZONE= UR.--22 DIST#= F
AREA= 00043475 F/A= F WIDTH= 235 DEPTH= 265 R/W=
# OF BLDGS= 3 # DWELLINGS= 1 WATER DIST
~G ~ .
OWNER= WIDEWORLD DREAMBUILDERS PHONE= 509 924 0955
STREET= 717 S PINES RD
ADDRESS= SPOKANE WA 99212
CONTACT NAME= DENNY CHRISTENSON PHONE NUMBER= 509 467 7600
BUILDING SETBACKS: FRONT= 0 LEFT= 0 RIGHT= 0 REAR= 0
~**,t******************~**~***~ REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - J SHATTO
COMMENTS:
BUILDING PLAN REVIEW REQUIRED yJ16 1q5' Yfto&Zg,~/t
SHo P P(ZAW INGS FoR TH~ ~LDW 4N ~ SHOeiL C3 a. SNemlrTrD -6 myts►ovolrBu11a4lAw
COMMENTS :?gJOR To /Al5rAoN • 1•) A1RR171 SYS-1-U/n) Z. TJ 1 PRAk1W % 3. STj5j5L Cc~7~1?'orillEN'T-Si
Zf.
$&C-Lq1, 1lJSp04ClloN L.A.B HoWAILD 4OO.St,~C..7&N('~' Cowci 617~Sl'f (
BUILDING ZONING/SITE REVIEW
~
COMMENTS:
,
SEPA REVIE BUILDING +12,000 SQ FT
COMMENTS: Ica-'
~
-
ENGINEER APPROACH/FLOOD P IN D
COMMENTS: ~ ~ ~
ENGINEER DRAINAGE PLAN REQ'D f fs
COMMENTS: HEALTHDIST NEW OR ADDITIONAL WASTE WATER
. ~
1tE PORT ON 4/5/95 PitC-Al'P[.ICA1'ION CONFCItENCC
717 S I'ines - Worlclwide Group Addition
~ NAME ~ ADD[tESS I CITY ~ STATE ~ ZIP ~ PIIONE ~ COM'ACT
OWNER lWoridwide Group 1717 S Pincs ~Spokane ~ WA ~ 99206 ~ 924-0955 ~
ARCHfTECT ~Denny Christenson 155 E Lincoln Road iSpokane ~ WA ~ 99208 1 467-7600 ~Mdy Merciaru
_ STA7'C I:lYV1RONM[:NTAL POLICY ACT (SI:PA)
In accordance with the Washington State Environmental Policy Act (SEPA) WAC 197-11-310 a threshold determination is required to be
issued by the Division of Buildings (DOB). An environmental checklist needs to be prepared and submitced to assist thc DOB in making the
lhreshold determinetion for circulation to agencies of jurisdiction.
Permits cannot be issued until after the issuance of a threshold deternunation and 1 15-day pubGc comment period.
A$75.OQ fee is required to initiAte the environinental review.
YRO.fI:C7' OVERVIEW
Two-story office addition wieh basemcnt for general office use. The existing building is to be remodeled and a new exterior
shell placed on the building. Proposal included the removal of a house.
SUMMARY OF PiZOPOSI:D
occu. '
c.Axn usE vnTrr coxsr F'IKx
PARCHL ZONB ACTIOIt3 TYPE BUtI>DtIYC US6 SQ.FT. CROUP TYFB F1.OW WATER PURVEYOR / PNONE
45222.204 I UR-72 JZN-I90-77C I RcmcdcU 10fiiee R«txdel G000 ~ 0-2 1 VN I 4300 ~Modem (928-4540)
3364 ( I 1 Additian lOff'ice AcWition I8,000-
'Overalf
DISCUSSION TOPICS
(cterificatiortia, additions, arxi corrections to written comments)
DIVISION OF BUILDINGS - ZONING REV[EW (456-3675) CONTAC'T: LOI2IYC LAKS[tAS.
# Written comments were prepared & a copy given to the applicant.
* Aggregate the three parcels into one through a Certificate of Exemption.
# If 15% of the site is tandscaped, can be used in lieu of parkinQ lot IandscAping.
ENGIM;EE2ING & ROADS (456-3600) CONTACT: YAUL I.CNTYCMANN
* Written comments were prepared & a copy given to the applicant.
* Drainage plans required.
IEEALTII DISTRICT (324-1560) CONTACT: DARYL WAY '
" Written comments were prepared & a copy given to the applicant.
* Connect to public sewer.
* Ensure septic tank was correctly Abandoned for the removeci housc.
* Suggest you check for radon ga.s.
" Will need a copy of the soil compaction test.
* Contact the local refuse company to determinc best locution foc dumpster to allow turnaround for their vehiclcs.
" A1I construction debris must be taken to a licensed disposal fACility; no on-site burninR or burial will be authorized.
FIRE DISTRICT NO. 1(928-2462) CONTACT: PAUL CIIASC
# Repair panel box door/secvicc fire extinguishers.
* Contact thc Fire District for additional comments they may have.
DIVISION OF BU[LDINGS (456-3675) CONTACT: TOM POSTLC:WA[`I'.
x Wriuen 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 projccts shall demonstrate compliance with the Non-Residential Energy Codc.
* Verify grade dimensions to conform basement/two story or three story then V-1 HR construction required.
* Soil compaction report to be submitted
SP4KANE COLJIVTY UTILIT[CS (456-3604) CONTACT: JIM RCD.
# Writcen commencs were prepared & a copy given to the applicant,
* Plans for sewer line revisions required. -
WA STATE DEPT OF TRANSI'OR'I'ATION (324-6188) CONTACT: JANA AUGCNS'1'IIYE.
' May be required to close the Pines approach; will confirm and advise.
SEE REVERSE FOR PERM/T RfLfASf REQU/REMENTS
PERMI`I' RELEASE RI:QUIREMCNTS
Please submit seven (7) sets oJrevised site, drainage, and landscape plans plri.s three (3) coinplete sets of constncction drawings to
the Department of Buildings for acknowldgement and distribution to all the appropriate agencies. In order for a!l agencies
to expeditiou.sly process your projecl, it is unportant that submittals inclruie all necessary drawings and docrunents to insure
that review of your project is coinpleted in tlie least a»iount oJlime. Documents sl:ould include: bttilding address and legal
description of property.
Spokane County's Project Review Coordinator will be Julie Shatto at the Div. of Buildings (456-3675).
ILONING itsrcIrtcEus ~ HEALTH I P(RE I DUILDINGS
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1 Bieycle racks (location & number) ~ X
2 1 lBuilding height in stories & feet ~ X
3 1 iClear view triangle at ingress/egress ~ X
4 1 lCurbing around landscaping ~ X
S 1 lDimension travel lanes ~ X
6 1 lExterior refuse areas + screening ~ X
7 1 120 feet Type III landscaping along all Roadways ~ X
8 1 lLandscaping (location, species, size) ~ X
9 1 IParcel boundary dimensions and legal description ~ X
10 1 IBuildin& coverage calculation ~ X
11 1 lParking, & traffic circulation plan ~ X
_ 12 lParking stalls (number, striping, dimension, direetional arrows) ~ X
13 1 Paving I 7t
14 1 ISetbacks ~ X I
15 ~ Si nage (loeation, height, & square footage) ~ X I
16 ~ Drainqe plan (swales, drywells, calculations) ~ I X
17 1 lDriveways & all road approaches ~ I X
18 ~ ~Firc hydrants (location & number) 7t ~
19 Fire lanes/access
20 11 IHandicap parking stalls & acccsswaYs (into & within bldg)
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21 ~ A re ate the parcels into 1 parcel ~ X
22 1 Certificate of Exemption ~ X
23 1 INursery estimate ~ X I
24 1 lAgreement to pay fees & minimum requirements list X
25 1 1 Approach permit for access to county roads X
26 1 IR1D Agreement for future road improvements X
27 1 ICritical Materials list X X
28 1 lSewer permit X I ~
29 1 iConnection Agreement X I ~
30 1 lSpecial Inspcction forms X
31 ( ISpecial NREC Plan Reviewer/Inspector X
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32 1 lAs-built details of existing structures/buildings X
33 Barrier-Free Requirements (WAC 51-20) X
34 ~ ~Construction drawings X
35 1 lDesign specifications of existing/proposcd building X
36 Eleetrical details X
37 Energy details/calculations X
X
39 ~ ~Floor plan (document IJ of seats) x
40 ~ ~Heating, ventilation & air eonditioning drawings X
41 Plumbing details X
421 IRoom finish sehedule X
43 1 ISeating plans I X
44 1 lSeparation wall details X
45 1 IStructural drawings with wet stamps & calculations X
~~r 7 - l
Si tur o oordinatdr~ Signature of Plan Reviewer
~ , .
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•
Page 1
~ OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Worldwide Group Addition Date: 4-5-95
Address: S. 717 Pines Ref No.B95053
Parcel No:45222.2054+ Review Pre App
The County Engineerinq 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) fR any newll~mpervious surface area 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. 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.
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 190-77C
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 must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Pines. Special WSDOT Section
b. Eighth Ave. Typical Roasway Section #1
All 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 improvements shall be f iled with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the f inancial guaranty or permit release. ,
3. Approach permits must be obtained, after a site
~ • '
~
Page 2
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. Pines (WSDOT)
' b. Eighth
D) Insuff icient 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 traff ic 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.
b. The Washington State Department of
Transportation appears to be agency of jurisdiction on this
project and should therefore have their own signature block on
the permit.
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 Off ice. 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 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
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
Paul Lennemann, 456-3600.
BOND ESTIMATE
PROJECT 7 DATE 06-Jul-95
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1250.00 0.00
2) Drywell - Type B EA 1560.00 0.00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 300.00 0.00
6) Backfill For DW CY 16.00 0.00
7) Concrete Inlet EA 750.00 0.00
8) C.M. Pipe 10" Dia. LF 23.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Ditch Excavation CY 10.00 0.00
15) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00 .
DRAINAGE SUBTOTAL 0.00
16) Monuments EA 185.00 0.00
17) Barricade LF 33.00 0.00
18) Street Signs EA 85.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19} Rough Grade CY 10.00 0.00
20) Top Course CY 16.00 0.00
21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 44.40 0.00
23) Curb Type A LF 7.00 0.00
24} Curb Type 6 LF 8.00 0.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 50 16.70 835.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 835.00
GRAND TOTAL 835.00
I:' . . • . • • . ' j . .
• WORLD WIDE DREAMBUILOERSIOVERHEAD ACCOUNT 5508
0 nTE zNVoIcE NQ COMME:Nr AMOUr~T 1) zr:OuNr raEr At•1OUhdT 09/12/95 SIQE(4AL_K BONC) 900, ()0 .00 900.00
5 .
0
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CI-iE~CJ'\*: 005508 09/12/95 ~-f'OI:ANE c:clUidTY FNG]IfJEERS CNECK: 900.00 WORLD WIDE DREAMBUILDERS U.S. 9ANK OF WASHINGTON, NA. 5508
OVERHEAD ACCOUNT E. 9208 SPRAOUE AVENUE
P.O. BOX 141124 924-0955 S i~s ~onEi oA i%oe
SPOKANE, WA 99214
09/12i 95 ***,****900 . o0*
AMOIINT
*NINE HUNDREI? UOULAR ol`1D NO f:'ENTS
PAY
'rO THF
oRnE R SPQKANE COUNTY ENGTfdEER':.
oF 1026 w . aROaMraY
SE>OKANE lJf) 99260-0170 4TA
t rtizFD SiG OATURE '
100O 5 5080 I: LM000 10 51: L L 6 7~L8 7P3 L
07/07 '95 11:33 ID:WSDOT EASTERN REGION, . FAX:549-324-6005 PAGE 1
~
M/a$hi~1gt0#1 $t8te eesterre Reglon
~ Department of Transpartatlon 2714 N. Mayiair Sircat
Sld Moivlson Spokana, WA ;)9jQ7-2UyU
Secretary o11 ranGponatton (509) 324•6000
July 7, 1995
Mr. Paul Lennemann
Spokane County Engineers 1026 W 8roadway Ave
Spokane, WA 99260 Re: Worldwide Office Group
SR 27 Dear Mr. Lennelnann:
The Washington State Department of Transportation (WSDOT) has agreed with the
appiicant af the above r•eferenced proposal to keep the existing approach as is for this
addition. We did request that the Applicant remove a. speed bump t.ha1 exists inside the
existing approach, as it interfcres witil the movement of tralYic ofY'the highway.
The applicant will be required to rebuild the approach at the time of development of the now vacant norlhern portion of the owtiership. We have forwarcied a copy of the
design of the new approach for their use.
Tf you havc any questions or need fiirther iziformation regarding this matter, please fecl
free to contact me in our Planning Office at 324-6199,
Sincerely,
L otvAIRD cAsH, PE
Regional Planning Engineer
LCC:ja
cc: Denny Christenson
Project file
Post-It° Fax Mote 7671 ~Date p qes~
To I?LLL I From\WW
• Co.IDAp1. Co•
Phone Y Phone #
Fax 4 p Fax a
~ ~'~~~.^rtvn~,{
1( I )i ,7 I
U U1:~~`~
Wash■ ~ngton State Eastern Region
Department of Transportation j U L 1 2714 N. Mayfair Street
Sid Morrison . Spokane, WA 99207-2090
Secretary of Transportation SPOKANE COUN~ ~~~INIMB) 324-6400
July 7, 1995 Mr. Paul Lennemann
Spokane County Engineers
1026 W Broadway Ave
Spokane, WA 99260
. Re: Worldwide Office Group
SR 27
Dear Mr. Lennemann:
The Washington State Department of Transportation (WSDOT) has agreed with the
applicant of the above referenced pronosal to keep the existing approach as is for this
addition. We did request that the applicant remove a speed bump that exists inside the
existing approach, as it intei-feres with the movement of traffic off the highway.
The applicant will be required to rebuild the approach at the time of development of the now vacant northern portion of the ownership. We have forwarded a copy of the
design of the new approach for their use.
If you have any questions or need fui-ther information regarding this matter, please feel
- free to contact me in our Planning Office at 324-6199.
Sincerety,
L ONARD CASH, PE
- Regional Planning Engineer LCC:ja
cc: Denny Christenson
Project file
SFOKANE ENVIRONMENTAL ORDINANCE " AUC ~ P'TED
ACCEPTANCE
DATE of DNS: May 12, 1995 RI~0 F- ~ V E D
FILE NUMBER: 95002588
SPO^ANE CCUNTY ENGINEER
LOCATION OF PROPOSAL: 717 S. Pines Rd. Spokane Washington 99212
a
DFSCRIPTIUN OF PROPOSAL: Office' remodel and addition: 9,000 s.f., existing and an additional 18,000
s. f. proposed on three (3) stories. Total square footage to equal 27, 000 s. f.
PROPONENT: Worldwide Group Attn: Debbie Ogle 717 S. Pines Rd. Spokane Washington 99212
RESPONSIBLE OFFICIAL: James L. N3ansar., Directci
c/o Lorne Lakshas, Land Use Planner
Spokane County Division of Buildings
1026 W. Broadway
Spokane, Washington 99260 (509)456-3675
The following comment(s) conesponds to the noted secdon of the Environmental Checklist submitted by the
applicant and becomes part of the checklist in accordance with Section 11.10.160 of the Spokane
Environmental Ordinance and adopted policies:
Spokane County Stormwater Utility:
,
The project is with the Aquifer Sensitive Area, therefore the entire parcel needs to comply with the
guidelines for Stormwater Management. For any new or modified access to the Public Right of Way, an
Approach Permit will need to be obtained. Typical road improvements (sidewalk) will be required for
projects of this nature.
A copy of this Comment Acceptance to the Environmental Checklist was mailed to:
Applicant Spokane County Stormwater Utility
Ms. Debbie Ogle Ms. Brenda Simms/Tammie Williams
Spokane County Engineer's Office Washington State Dept. of Social & Health Services
Mr. Bill Hemmings Mr. Tom Justus
Spokane County Health District Spokane County Air Pollution Control Authority
Mr. David Swink Ms. Kelle Vigeland
Spokane County Utilities Fire District No. 1
Mr. Bill Dobratz Mr. Paul Chase
Washington State I?ept. of Ecology Washington State Dept. of Transportation
Environmental Review Section Ms. Jana Augenstine/Gregg Figg
Ms. Barbara Ritchie
~
Date Signature
6~
~
r ~
1 '
e
S P O K A N ~ . ~ i, f C O U N T X
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
_ E-MO
To: James L. Manson, Director and Lorne Lakshas, Land Use Planner
From: Katherine Miller E.I.T.
Subject: File No. 95-2588, Worldwide Group Office Addition, SEPA
Date: May 11, 1995
The project is with the Aquifer Sensitive Area, therefore the entire parcel needs to comply with
the Guidelines for Stormwater Management. For any new or modified access to the Public Right
of Way, an Approach Permit will need to be obtained. Typical road improvements (sidewalk) will
be required for projects of this nature.
B93017
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
, . . RECEIVED
,
SPOKANE ENVIRONMENTAL ORDINANCE
DETERMINATION OF NONSIGr1IFICANCE M AY 0 2 1995
****************************************************************************~*~~~~~~~~~Y*~GINEER
FILE NUMBER: 95002588
LOCATION OF PROPOSAL: 717 S. Pines Rd. Spokane Washington 99212
DESCRIPTION OF PROPOSAL: Office remodel and addition: 9,000 s.f., existing and an additional
18,000 s. f. proposed on three (3) stories. Total square footage to equa127,000 s. f.
PROPONENT: Worldwide Group Attn: Debbie Ogle 717 S. Pines Rd. Spokane Washington 99212
Responsible Official: James L. Manson, Director
c/o Lorne I.akshas, Land Use Planner
Spokane County Division of Buildings
1026 W, Broadway
Spokane, Washington 99260 (509)456-3675
Sgokane 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 Anri128. 1995. Comments pertaining to this checklist/determination
must be submitted/received no later than 4:00 p.m., Mav 12, 1995.
Date ,~',6 0~ ~o7 signature
~
/
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. , Mav 22, 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 Stormwater Utility
Ms. Debbie Ogle Ms. Brenda Simms/Tammie Williams
Spokane County Engineer's Office Washington State Dept. of Social & Health Services
Mr. Bill Hemmings Mr. Tom Justus
Spokane County Health District Spokane County Air Pollution Control Authority
Mr. David Swink Ms. Kelle Vigeland
Spokane County Utilities Fire District No. 1
Mr. Bill Dobratz Mr. Paul Chase
Washington State Dept. of Ecology Washington State Dept. of Transportation
Environmental Review Section Ms. Jana Augenstine/Gregg Figg
Ms. Barbara Ritchie
~ ~ .
, ~ .
_ i
. .
SPOKANE ENVIRONMENTAL ORDINANCE
.
SECTION* 11.10,230 ;1=
~ aEC-o-SPOKANE CO. ~
APR 2 -11995
Div. oF BLoGS. C~~j `
~ 1 • . • ' . .
l SPOKAHE EHYIRO?MEN1kL OROINAHCE ~
(V;t 197-11-960) Sectton I1.I0.Z30(1)
Envtrorrmental Chetkllst
file No.
turpose of CAectlltt:
The State Env{rorr*ental vollcy Act (SEPA) chapter 43.21C RCu, reQvlres •11 qovernxntal agenctcs to conslder thc envlron.enta1 /apacts of • propota)
Oefore r.akfnq Aecisions. An Envlron.rntil lmp&ct Statement (EIS) nust be prcpartd for all proposals vlth proDablt slynifiCant aaverst /opaCtt on
tAe Qua11ty of iAe cnvlronnent. The pveyose of thts checkllst 1s to provlde lnfonutlon to help you and tha aqency 14enttfy tmoitts fron your
proposal (and to reduce or avolE t.pacts froA the propostl. if it cin be done) •nd to Aelp the aqency 6etl4e whether an EIS 1s requlrcd.
lnstrutttons for Appllcants:
Th1s env{ron.ental checkltst .sks yov to descrtbe sooe bas/t lnfora+atlan •bw t your proposal. Govcrn.enial ayencies use thls checlcltst to deterwlne
wAethcr the envlrona+ental iapacts of rour proposal are slqnlfitant, reQu1r1n9 preparation of an E1S. Artsver the puestlons brietty. vfU ihe nost
precise lnfor^satSon knorn. or qlve the best destription you can.
You wust an:ver each avestton accurac_:j to the best of rour knorled9e. In oost cascs. rcu thovl0 be tbie to ansrrer tht qvcsttons
trom your own observations or proyect plans without the nceQ to hlre experti. If you really do not know tAe ansvsr. or /f i questlon Eoes not apOlp
to yavr proposal. vrtte 'do not knov' or 'does not apply.' ComOlete answers to the pvestlons now .wr aro14 un+,e«::,rr att,n later.
Sooe qvesttons ask •b wt 9overnpenta1 requlWans, such at =oninq. thorellne. anQ landmark destqrutlons. Artsrer these Qvest/orts 1f yw can. 1f you
have probleAS. the govermrcntal •qencics can a:titt you.
The ct+eckltst quesitons •DDIr to all parts of your proposal. cren it you•p1an to do thcm orer a pertoE ot ttwe or on dt/terent parcels of land.
Attacfi any addltlona1 lnfonaatlon that wi 1i descrlbe your propoial or tti envtronwent&l effecis. Thc ayency to vhict+ you sub■1t thts cltectltst wr
ast rou to explafn rour ansvert or prorlde &dd/ttonal lnforwtion rcasonably related to detervlntng tf there way bc f19n1t1tant aEverse i.oact.
Use of checklist for nonproject proposals: •
Capltte tbis checlcitst tor nonproJect proootals. cven tl+ouyh Questions mar be ansvered •does eot aoplr•.
1N ADOITtOK. couplete the SUPtLEHEKTAI SNEL1' FOR MO'tPROJECT ACTIONS(fart 0).
For nor►projecL attlons. tAt references 1n tAe thecklist to the words 'projett.' 'tppllcant.' •nd 'property or slte' t!►ould Ot read ai 'propoiii.'
•proposer.• and 'aftected yeo9raphic •rea.• respectlvely.
A. Q1lCXGR0UK0
i. :tase ot proposcd project. tt appliciDlt:
Z. U.e o t App 11 c ant :
3. Address and phonc nvsber of appllcsnt or coniatt person: 71;7 •7'
4. Oate cl►eckllst pnpired:
S. Aqency requeittng chcttllsC:
. ~
6. Proposed tlalnq or sthedule (fncludln9 pAasinq, it applicable):
.
a. Do you havc any plans for future addltlorts. expantlon. or furthtr iictirlty relatcd to or comccttQ vith tblt vro0ota11 it rit, explaln.
b. Oo you ovn or Aave opt/ons on land nearby or adJacent'to thts pro9osalT (f yei, acplafn.
S. lSst anr envtron.ental Informtioe you knov ibout tAat has b a n prepared. or will be pn-pared, dtrectlr related to thls proposal.
/'K// Q~'ot~~.
Rev.2/1/88 • 1
,
~
i
sroc.vrc cxvlxarn¢rrr.►t, oRncKU~a .C 197-11-960) Saccioc L1.10.230(1) .
&MCf.CIAQT(D (caotlnwd) - •
pa yeu {mov vlv4chec &pplltaClooi •c• p4odtag (o< <o•erT%aaatal •PPcovals o( oclrc pcopoa.l• dlcactlr •L[accie►s tha ocopsCC'r co+rered br rouc
propoa al! Lf yes. 4cplalo.
f.l*c •ar gow4rcwrnc apptovals oc pocvlc• thac vtLl bt eesded toC Youc PCopoGal, t( tawwn.
~V~-~"! ' ~v / ~~,9~ • Glva a bciat. corplata ledctiptloa o[ rout propo"l. Lnctudin[ cM propossl usas aed cM •Lsa o( cN pcojeet aad •icg. :hact ata •aveval
P teciocA er tn chLa ch-sc a•k y•scciba certaia upacts_ o[ Iouc proposac ~o noc pflt o 49eac taa 4e+dvecp on this
iy/~if ~
L~
M•
M loeacioa eC cNe ptoposal. Glva au(lltla*t lafoe+atten fot a peCooA co ui+4stscas4 tM pncles loucloa o[ ywC /coposed ptosect. ineLudlag a
scerac &ddcaos. 1( amr, aaA roettoa. tortihlp aa4 taaga. L( lnovR. tt 4 }eeyesal voull *ceme ovac a caage.*( araa, }tovlda CM Taaga o[
bouadacies •t cM •Lte(a)• lTOvide • lttal leetcipcLa. •!te plaa. Kelettr ma►. aal teoographic sa/. lt ceaeoaa►lr avaiLela. Vt►ile rw
shoul! subalt aoy PLoA raAulceA LT the •gancr. faa aea ewe roj%itssl t• lu*lleate aaps •r datailad plaas subelttot vith aay ptult applieaeioe
rslatcd ee thls chsekltsc. -71/ W01
.
' . 1~C.1
0. ooa• ct+e ptepo•ea acet•• lie vlehi• ch. A4qul[oe Stnateive Acia (ASA)2 :hs Coaaral Sowe Sarvlee Ateat :hs tTioeltp Sowe SaMea Aeaa2 :he
Clty o( Spokaaod (Sca: Spoluae Couacr's ASA OwtLy teas AtL• Loc burd4clas).
7PA~~- V7 r' r~i,~i C'ar~~-,. . , • ~ -
^.0 ac CoKrttV) st ArtLiCJIM _
Ccv IRO R`Ql~c'..►t. t3.~TY '
Cvaluation Foe
I.iaacp Gs• Onlr
1. CAJC'11 • .
A. Genstal daactlOClon o( the sic• (ct[tl• 0%4) (L~, teiittg. hllll. Keep alop4s, sovacaloons. ~
othats
!
b. •R%ae t• eM scee►ast slopa ae ei+a •tta (aqrottaate porie4at •lopa)t
_ /-~f~'" •
C. yh4t geoeeal tJpos o( wlls are lorev tl+a alto (Ior •icampla, elay. sad, gravel. p4at. wuek)t .
L[ Yon lasov tl.4 cLGOttlutlea ageltaltUeal dO11d. OpOeity theU ad Mwt4 467 FctOIa 94ciLol.
d. Ae• thara surfaee tsQttaetoos •r hloesej► o( verta►1e •otl.e L• t!w twoliae• Ke1e1C/t It so,
d•ocKba. -
!i
. ~
SPQIUIME ENYIROririEN7AL OROiHAKtE
(1JAC 197-11-9601 Section 11.10.270(1)
E. fMYtR01oSEK71U. ELE?i£HTS(conttnued) ?Evaluation For
~ Aqtncy Use Only
e. Oescribc the purpose. type. and approziwatt aw ntitles of any f1111ng or qradinq propoted. '
1ndltatt sourte of f111. ,
-'0'~ / /
~
f. Could ero:lon occur is • result of clcsrlnq. cansttuction, or useT If so. 9eneraily describe.
• 4~7
y. ADout .+hat pcrcent of the sltc vtll De torered vitA tapcrvlout surfates afttr projtct tonstruc-
tton (for example. asphalt or butidinqs)i
00e5' 40 lo. . .
~
h. Proposed .essuns to rcdvCe or contro) eroston, or ot!►er Isqacts to the eartA. 1t anr:
•v
2. IIiR
a. VAat trpe ot eratssfons to the s1r vauiQ result iroR the proposal 11.c., dust, autanoblle. adori
induscrtal. vooQ saflkcl durie9 consirvttion and vhen the prosect 1s capletc67 1f iny.
generilly descrlDe and yive tpproxtaate quantttes tt lcnown. ~~'~i~v.~i.~ /~a~%►~'~1 7r~ ~i,~/ ~~'•~l'- s~~A' . -
~
b. Are tl+ere ♦ny off-tltc sourtet ot wtiitons or Odor that nay aifect Your proposal! lf =o.
generaily Eescribe. . •
c. Proposed .easures to reduce or control cRltslorts or ot!►er lapacts to a1r. 1f •ny:
e%i'y~
l. uIITER .
A. Surf&ce:
(1) ls tl+ere iny surtace water bodr on or 1n tAt twwcdlatc vicinttr of tAe stte facludin9 year-
• rovnd and seasonal streams. saltvater. lakes. ponds. vetlandsl? lf yes. describe tppt aoQ
provide rumes. If approprtate. state +rhtt streaM or river 1t flowt 1nto.
(2) V111 the projcct requlre•attr wrt oYer. in. or adJacent ta (vtthtn 200 lcet) the dtstribtd
vacers! lf res. pleasc describc •nd •tt►cA avtllable plani.
46- liGC,J'; /Up-~ '1~ .
l
SPOUWL LHVL1lORtQ2fT1L ORDLHANCL ~ •
('lAC 197-11-960) Stetloe+ 11.10.230(1)
l. [NVIROlAiLNYAL CLL2N:5 (concinaud) twaluacloo Foc
k.ncr u.. otLlr
(J) CeCLwaC4 tht •sounc ol I111 •ad Qcadg4 uaterial tfi+c vould ba pLt4d 1a o[ cewr4d (tor Cho
•uT(ace vacee or vacland• aod tndiut• the •tu o( the elCt Ct+at vwld b-o •(Caccad. Indie&Cs
the •oucce ot I111 m+te[lal.
r v
(4) Vlll the propod4l cotult• •uctu4 w+tec vicAdcyval• oc llva[slonsl Ctae •=4aotal IescClp-
cioa. Pucpose. and apptoxiaace qwaclclto. tf kawa. -
i , V•
M
(S) Ooe• t!►a pTOposal tie wlthin a lOQ-paar (l001 pL[nt L( •o. not4 leutLoa oe the •tte plaa.
(SI Dois cM ►topoMl Lnvolve aer Al#chaC=as et vut4 aatectat• to • tuttate vaca[at il so.
descTtbe cRe crpt of v4ste •nd antlcipats4 w lumt o( dtdtl+at=e.
. . ~s
D. Cround: ,
(1) Vill Stovtulvaca! ►s vitrd=ava. ee vtll vacer De Atschactsd c• g=ounlvststt Clve gtaetal
dsscrtpciea. purpeat. atil apOtottaat4 4uaaclties, it icno.n. '
(2) 0•.crtse vGes utaelal ttuc vill 104 tlGehaetal tato cl.o tcoae+d lro. ••peie caekS .r otMe
•aoicary vast• creawat laeilic7. OoacciDe tM genacal •tte e[ the orgta. CAe a+wmber •I _
housas to bt •ecved (il •pplltaUla) or the Rum►4c eC rtiseti cM trgtaa(s) ACt •upsceed t•
•<cns.
(7) DerctlUa any Oystsi6. ocher tluw tAose laelgaa! (*c the 4tapos41 o( annltaey vuee. .
Lnecatled (or ths purpooa o[ diachacgiog fl#Ald• fsLov ttu g[oued sat(ate (taCludqs •Tats+• suth
s• chos• !or the Qisposal o[ •coc+ vacar oC lralaata lram [loo[ lealeu). O4sctib4 the [rpa of
srscas. chs a.auet e( .rteclal to be dispoea4 c!►rouCA the areteo ae►Q thd tYpvs at mAeieelald t
likelr co ba Itepoead o( (Lntluding sateetal• vhleA ur a¢tae e!u •rstm twdv.re.ociy thewgh
•p112& of •s • rasul[ o( tlTafLgAciae accivltles).
~
7
~~~~~Y'~~~~
<
.
vtll aar <l+dieal• (aspeciallr •cgaate eolveato •e pattelaw twLa) bo gtqev4 t• eDovr
fcouod •c und4tCroua! •cetag• caOlcsi i[ so. vdt qpas 4e4 qu.taCitie• o( aataKaL vt11 1a .
~toeed!
/ r~~
' • . .
StOf.AlR LTR'LAOKKEtRLL 04DI11ANCL
(VAC 297-11-460) Saccton 11.10.230(1) ~
1. [}fPLRONKLTfTAL T1DMf:'S (COnclnwd)
Lv~lwClo~ foc
k.o~ u.. o~r
(3) khat procattlva ~4sute• vill b• takco co laouc• that lyka ot spLlls oC aay c M d tal• •
•cored oc uocd oe alc• vtll not D< •llov•d co parcolGta to gCOUndvattc ([kis lotludas eusurao `
co k« p cM mlcal• wt of dlsposal rrscewt descri"d in 3E(2) •od 3b(3)1
c. Vatcc Runolf (includins •coro wacer):
(1) Daoetibe chs •ource o[ cunotl (lacluding acocs vacer) aad ssCbd ot collection and disposal •
il •nr (laclud• au&nciclae. L( knovn). Vhere vill chie rrcaT flov2 4111 thir %.tcor flov lato
othac vaters! I[ so, dsstriD*.
Zf& ~ `~~'~2%~'/i/ /I~// ~ U~i/<.'!C~/~,~-/
7*1 r`r~fl'~~1 ~ ~I' ~~/Y -
,
(2) 1111 anr chialeals Do •cored. hanQ1eQ o[ useE on tl+e •!te Sp a loutioa vAeta ••pill ot
laak vlll drala to •vclac• or gtoundvacar o[ co • stot+ vstaT llspowl srstm di@cl+&[=lng to
•u[tace or gcovndvocatl
..~(ii'i'~
~,0 ~
Could vasca oateclal• •ocat gtwn! •ur[ac• w tera1 It so$ geaetally iesecLDa.
n014 op.-o~ • -
d. Teoposed seasufa• to reluee ot toetcol •uclecs. gtourA. •nd canoit vacec impaets. tf aey (1[
t tl►e nropo..a aeeloq 11a• vieRia CM A4ulfo[ Sonsitiva Are• 1a esMt1aI1Y eleae *et s1e}lamatloas
t [e2ating te (atilleie• eoe►eernle; Seetions 3b(4). lD(S). aod k(2) !1 ehla elueklist)t
14~27i~','i'
cP~~Z~
.
~ . ruvrs
a. Teek or tlrele cype o( vagstacien touad on tM slta:
QeClduou• Crset aldtC. rupls, u pia. othsc. . .
~ .
,4kvergieea Crees tit, tedar, ylna. oCMt. "
s1►evbs. ,
/ gca•..
.
pascuce. -
crop ot grata.
v4t sotl ►laacs. ca[tail, buctertup, 1u11rvaA. sEuak cabbela, othaT.
v+tar plaats: vrter llllr. celgrats. ail[oil. o[har.
othar t7 pe• oI vaqitaLlon.
D. Vhac kind •n4 asount ol vegecatlon vlll 14 rsoveQ oT alturadT <<~ i'-o7'xe~
c~z~ i~~'S' frl~ ~:°i rG~'I2%~' • ~ .
c. Ll&t threacanad oc aodaageceQ specles kao w t# 1o va er weac [M @lta. ~
AZ~
d. tropossd landacapieg, we ol natlv• PLace, o[ otMrja4asuter t• pmeecw e[ aahaott ragetatioo
Oo Che sLCt. 1t aA7t _ 247
5
. t
SPOKA?(E ENYLROHMENTAI OAOIfSANCE • AC 197-41-9601 Section 11.10.230(1) ENYIROtQ1E11TAL ElE11E?STS (conttnued) Evaluatian For
Aqency Use Only
AH f MAL S
A. Circle •ny birds and anln~als vhlch have been observeE on or netr the stte or are koown to be an
or near tht s1te:
Otrds: hawk. hervn, eaqle. son9bfrds, other:
raa+aals: dter. bear. elk. be►rer, other: ` L~e- ,
fSsh: bist. salmon, trout. herrln9. sheiiflsh. other: '1IW`~ -
other:
b. list tny threatencd or endanqered spetlti knwn to be on or n u r the s1te.
c. 1: the slte part of a wl9ration rcute2 If so. txplain. '
/ /~v • ' y
d. Proposed aeisurts to preserve or enhancc vtlditfc. !f any:
~
,
S. EnERGY AKO nANaAL RESOVaCES
a. Vhat klndi of eneryr (electric, n+tural qas, vood stove, solar) rlll be used to weet tht
the completed proJect's eaerqy needs2 Oescrlbo rM thcr tt vill Oe vscd for heatlnq. manutac-
turinq, etc. ,
c~~ !y/`/
~~1~ ~ ~ ~ G'C~''~1 ~/;~~~7~aI •
b. Vovld your proJect aftect the potenctal use of solar enerqr by adJatent propertfes? 1t so.
qenerally Qescrtbe.
C. uhat kinds of enerqr conservttlon features 4rt lncluded In the plani ot this proposal? llit
other proposed measures to rceuce or tontrol enerqp t.qacct. If inr:
1. ENYIROtc4EHTItL HEAlTk ~
A. Are there anr envfro mkencal health hatarGS. tncludlny exposure to taxit theeluls, risk ot fire •
and eXploston. ipill, or hattrdous vaste. tnat covld a aur as a rtsuit cf thts propotall if co.
Qe:crtbe.
(1) Oescr/be spcctil eeerqencr sei-ricet tAat otqht be nqutred.
, ~ .
StOGANL LNVIR0t*(r_NLI.L OADIHAltCL
~
: 147.-1l-960) S.cclon 11.50.230(l)
C`fPI1t0MCnrI1L, LL.a¢2C['S ( c on t i nv. d)
. Cvalwtion io[
/.taoc7 U~~ Oo17
L.trviRo►c¢tr.Ai, xcni.~tt (conclnuad) .
(1) troposi6 .aasvre• Lo rcducc or corttrol •.1ttconaanca2 h•alch h•utds, !t •nr:
i~
b. Noi~c: .
(1) L7hac tYpOa oC eolsa axlst ln the aTe• vhlch tiy a(LeCt rw[ ptojett (fo[ oxawplai traf(!t.
•aulpsmaoc. opar•tlon, och•r!
.(2) VTut crpes •nd levels o( nolu vould bs CTUttd bp o[ uGotla[od vltb CM pTOMct oa a
ahorc-tets or a lotu -te n baai• (tor essapla: t[affit. conutructloo. operacloq. otl+at)! InditaCe
vhat l+oura noise vould coms [tou ct+a •lcc.
~~O'~ " ~~~-ya = ~ " .G' .70/~
r .
~
(3) ttoposed "&our• to reduce or conttol no194 lspaets. 1f aart
6. LI:fD AHD S1iORELIpE USL •
a. Vhac ls t1►c tucrenc use ot Mc •Ste snE adjaetnt ptope[Ciso1
C..
D. itas ct+e sice b.sn u•.d tor ag[iculcurs! Lt •o. deeeriDe.
/ yv:~;P_ , .
C. CescriDe anr •ttuctucss on the mSta.
°J'.OC~
d.~ Vtll •ny scruccutes L4 deneitoi+sdT If •o. vh1cA!
e. V'y&t ia the cunenc tonins classitiucioa ot the sitst
~50~ ' : .
What 1l tl+c tuttent tooprabaosivi pLn dtaltnailoo of [f►e aital
~
9. I( appllcable. vtut ls Chs currenc sAO[tlitl< mastet yrogcam dasigaaClon oi cba•s cci
Z?W
t►. Ha• aor p.rc of cha •1te broo claaslfled a• 'anriroa.aeacall~ saiosiCira' acsA1 I1 •o.
•peellr.
1. Appto=Lutaly !wv "o7 poopli vouid cesldi •r V9[t ie cha campleted pcosectt
. .
t
SYOKAHL QrVI=*MMIL 0&D1ltANCL r
(YAC 197-11-960) Sactioct 11.10.2300) '
CNVIRO!ltSLRiAl- L1.aIL1+TS (coaclnwd) tvaluacloa Eoe
/geocy Us• Onlr
Appcotiwrcaly Aov unr psople would the toapl4ced pcojecC d1spLco]
k. rroposed ..n*ura• co •voLd oc caduc• dloplatcoaat lnpaGts. 1( •ay: ,
~ Arel ~i~~=rC~~~~•
1. TtoposeA .aasure• co anouca ch4 peooosal 1a eospatibla vith asistLag •od proj4etad laad ume• aod
plans. lf •c►7s '
t. KousiNc
Apptoxlnacilr hov is+er units vwld 16e /covtdel. 1L anrt Iodicaca vhacMt A1gM, mldAlr, o[
lortnco.a houstog. ~
~va-.5~ Ize
b. AppcotlrAtalr hov m.er vatee. l[ sar, voull Ds aliatrAtedt Indiut• vhaeA+r AI&M. al"lr. or '
lorlneose hausiat.
c. tropoeed ■aa#ur+• eo reduea ec eoaCtol Iwuslet lapaets. 11 aart
60" A40/
~ ` .
10. ALST1iEZIGS • '
Vhae i• tha tallase l+ei=ht •f aa7 peoparl aetueeuea(a). aoe teelultaC aaCeenasi VI+at to Chs
ptineipal extecLoc building aaeaeiA(s) pro4eso1I
' / ~
~
D. what vtev la cM ts+dlae• wtelnitr vould ►e alterad ac obottvecedi
C. Proposed .a•suvi• eo [44v<t ee eoetrol s4sth4tle irrp.eta. il •eq:
~ / ~ ' • W~`~ `ST
u. uex: tivo cLAAt
a. 'thac t7rp• oI llght ac gLr4 vtll tM *ropowl Ocoducel '!!uc c1Ra dar Mould tt aataly eecut!
p. Could 11tAt oc gLra [tos cM (lai*Ml pco}e<t wa "(-ecy haiacl oc lz[ertaca vtth •t4wt `
/YQ ,
c. vtsac •xtmtieg ott-stte seut'coo oC lighc oC cLtto .ay •tfett roat /tapoasli
d. Tropooad •ueura• co caduca •r toottol llghc aad LLat4 Lpacts. 1f aart ~~'"'I • .
aldrov_?
Lf ~~i_r..~ !r%// ~ir~iin/~o ~ •
SPOtANL EwnAOtRQN2Jl ORDLNANCL
(vAC 197-11-960) S.ccloo 11.10.210(1) ;
• 1. CX7IROtQZWCAL LLDaNfS (conciowd)
; LvalwCloo Tot
k.ncy u.. onlr
12. 1lLCAL AT I O tl .
Vh•c d•.ig+.ced aad lntonul ceccucloo.l oppoccualtl•• •ra la the taaadLacs viUoicyT
~
/ r~~. ' •
b. Vould the proposed projetc d1ppLt• •ny axlsClo[ tikcroaclooal useei It •o, descrlbs.
~
C. tropooad sueura• co reduc• or coatrol lapacto oa TetreAcion. lnciuQing racreatiotil opportval-
tles co be provlded br the pco}ccc o[ appllcaec. il .or:
n. HIS:'ORIC AlfD CVLTV1lAl. TULSCxVA:20lf '
Ac+ thera anr place• or obSects llsted en oc piopossd Io[ oatiocul. •[ats ec lotal preser►a- • "
tion ragiscers knova to be oa or oatict to the slce2 tt so. =aaerally descTiba.
D. Genarally de•crise •or Lad..rt• •r .vldance of hlscorie atcMeological. Pciaacilic ec culLural
imporcanc• %;►ovn co Da oa ot aent to tbs slts. -
~ f~~/ •
C. T[oposeE saasure• to roduc• er coatrol lopacca. il •nr:
N,•~~- .
1~. :tJ111ST01~: A7LON
s. Idcncitr publlc •creec• and higAvays •*rvlng the •ite ae►d devtclbo propossd &cetso co tl+a
cxistint screec sysca+. St. .a slt• P L as. il •nr.
,
b. I• •ita curren[1y •arrod br publie tcaeolct If noC. vtuc 1• t!w appco=tnata !i Kaatt te the
n u casc ctaasic stopi
c. Ilov uer parklnt •poce* voulE the tooplatad projoet hawt ibv wavy vould the projdct aliaiwcs!
_41
d. Nill :aauire aay oav road@ •c •tc « e@, or improvarasco co •xistie= C0416 ec Ot[a to
ooc LoeludLes drivevalat t! •o. C.e4ral1y d..erib. (lodi ute v!r ehat pub11t os pctrat4).
/1 * y~ ~
~'I~ ~~,ol• ~ oy►~ a~' ~i~
Illk'/"
uill tM ptojace %*a (oe •eeur t• eM lr.sdlata vielelty o!) rrte=. rail. or air traoaporeael,onl
Zt .o, gewcally d••eriD..
41Q_
9
. ' .
5
SYO~lcC CltVLAOMCLHLAL ORDLNANCL' .
vA,G 197-11-960) Se ccioa •11.10.230(1)
LNVIROtQOr-'AL LI-D¢NiS (cooCinwd)
. LvAluacioa Toc
. f.geacy QGQ Oalr
Rov ftAny vnhitul&: cTlp• paC Jar vould bq t~ne[ated br the cooplacad pro ecti L( kaavn.
tndlc.ce v►vn puk vould occur. 7%2~p- ~"~~~✓.~1 ~~1~''f~~
7,
ev-Gf(~,
GLvz-
C. Proposed ft.aeure• co raduca oc eonctol craasoortacloa lapacts. it •nrs
11. rtJSLIC SLRVLCLS , A. Sloutd cM projact result le sa lncraarod aead (or pu911c •acntca• (tar auaple. lica pcotactloo. .
po::cn pro:eccion. haalth cara. sehools. ocM[)f Ll so. =eaatally desctibe.
b. tTOposed •"ovra• to reduca ec ceacrol lLtact impacts on pvDitc sacvtcss. i• anr:
~0~
lb. U:'ILI:ILS '
a. Clccle uclllciao tuttantly avaiL%lo •C cM •lcas •lett[leiCy, eucvcal Cad. wate[. [itaaa
•arvtea. celiphoae. •aikitatp savsc. •eptlt syaces, otM[.
Z- • •
b. DtKTlbt the ucillclas chac ars propoaod (et tha pcojsec. tl+a utillcr pcovidlng tha o-acvLte artd '
the :enerai eaeverveeion aecl+rltie• oa e?+e sit• ot Lo el+a lamediaea Yteieler whleh alght be
needad. ,
U
c. szcxAnrxz ~
L. tAe unAaretgned. svur undsc the petiley ot parjvcy citiac the abo.ri• [sspoties •t• eaAs ttvc!►fullr anG te tlrs Deac o( mr knwledge. L•lso ~
undeiataeQ cluc. slould cRtts se aar vtllfui alatsycisaacaclon oC villtul Lelc e( (ull dlstlosvca op ry paCC. the !%anCt a&r vtthdcav anr
dateratrAtloc+ oC noeulCaLtieaee• el+At L[ dgQt loeve in raltai+ee upoe thi• el+aeklise.
OaCe:
-7 ~-''(tlau~ lrinc ec Trpc). .
troponeac: Addrags:
thona:
700,
~
hr soa cooplacln~ (os~t •ioi
~an< :
7
~ -
.
roR sTxrr osz oxi.s
Sta(( .enbat(s) revtevt%4 chaekllst:
las*d on cht• •ca(C tovlav o( thA aortc• atal chacV.liec •nd otfvr ►ecciaget ln(scvttoo, ch4 etatft
A. ~ Coneluda• ttuc chace ara ao Probable •lgattlunt a4wcea lrpatc• &od cscorwod4 • lateei►Leaeies o( aoeAigniliuute.
t. Cooclude• ttuc pcobable elColficanc &4rscee aaKcow.estal lmpacts l* axLdC (ee Cbs ttimat pCOpaal aed fecem.no4• a a1clNted leCec•-
ataaCioo oC oocALgnlCtcaote viclf codlcloti.
- ~ _ E R E d~ ;
~
1
(]~F~} ~ `.,~a-
(a ~~'4~',{ y 1 L br ti. ~ ~i! e o ~ aa1~,•
SPOKU<:.. 9bER
LETTER O • A i
Date: ~~-2-7110~ Project No.
Pro ject: -717-
.
Dennv T0: OKIOII-e~~
n
~hn5~e~ Attn: ~G~OVl ~
~;aces We Transmit: ❑ herewith
~ ❑ under separate cover
❑ in accordance with your request
❑ via
p~ite~~ ❑ For Your: ❑ approval
❑ use
& inten°~ ❑ review and comment 0 information
❑
55 East The Following: ❑ drawings
❑ specifications
u ct literature
.OColn Rd' ❑ PS odu'
cl
Quantity Drawing No. Description Revision Date
W~in9t0~
990 .
1616 Remarks: 7PP d*17?V~
Fa~ 514oiz2ocof ~~i ~7` • A!p,
,
CC:
. Submitted by: L
.
. , .
=a
,Jdrl~/1
u ~ C^d,4
VARIANCE n APPLICANTS ~1A1~1- l~l~ - ?
aLDG # .01 Q h ~ ue66f `t Q ~ e
OTHER ~ MAILING A.D D RLSS d 9-9 ,4 {
s Z'Z+ -r 2S , tt W ,'pa Kct K-c , fde. F qza' ~
.
PA-ItCEL # C/C Z 2'Z • ZOcy •~O,f ~ PHONE - HOMF
~ ' Z.d O , Zd31~
ROAD NAME PHONE - WORK yVy' C)
T1ie fo[lowing documcnts are needcd beEore the Spokane County E-nginccr's Department can begin processing your
variance or building application as approved. (509) 456-3600
~AGREEMENT TO PAY FEES have beea collecte,d.
RECORDED COP'Y OF DEED, DEED OF TRUST, coatract or conveying instrument. 1hese may be
obcained from che Counry Auditor, 2nd floor of the Courthouse. _
LEGAI. DESCRIMON of vour access easemenL
I.ISTING OF NAMES of individuals who wiil be signing the documents. These individual names-
should appear as the person(s) legally sign their dame. ' -
A CURREN'T ASSESSOR'S iMAP which depicts the location of your properry.
4WNERSHIP MICRO-RUN. These may be obtaiaed from the Counry Assessors, lsc floor, of che
C,ourthouse, Jefferson entrance, 2nd door on the left.
'Ihe necessary documents will be prepared by the Engineer"s Department, Right-oF-Way Section, upon provisioa of
the information noted above. You will be notified when the documeuts are ready for signature. The documents may
be seat to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The
Engineer's Department does have ❑otaries available if you choose to sign the documents at our office.
Please call when ready Please mail when ready
Notice to Public m. ~Q Right-of-Way
COMMENTS
Riglit-of-Way ,4gent Fonvard to you [rom
Mpftocicc.192 .
1~1~1J HIdL!tl~.~iUl•1 -~rl_il_~ f r1..•11!t I L" L I-1LI . GlC.l: -1 IJ.II 1U I :J 1 j •.:~~4 r.UJ
A . . • ,
-TURN 'CO: THIS SPACE RES~(~ :
~R OF~~ F~ORDEH'S USEO
FILED FOR FtECaRD @Y & HC
Cristiata E. Andersan - FjRST.~t.lZRtCAN TiTLE
Atro; ney at Law
S. 1403 Grand - #201 South
spok~e, WA 93203 ,ju►~ 3~9 `9
(509) 838-1187 ' , : ;~}~A}~Ue
Flle No. 8521-A 130304
9~OS jo:'uITOR
Sf'OKA14E, CO)UNTY, t}IKSH. $7.0
( 1 ' ~.1
SPECIAL o ` WA►RA 1 NTY DEED
THE GRAMTaR(5) WASNINGTON PIIU7UAL SAVINGS BANK, a corporation,
for and in consideration ai Ten ($10.00) Dcllars and Qther Valuable Gdnslderatlon,
in hand pald, conveys and warrants to WORLD 1N1DE DREAM BUILDERS, INC., a cotporetion,
the fo6lowing deacribed real eatate, sItuatad In the Courtty of spokane, &te4e ot Washlngton: ~
c
The South 56 9est of Lat 2, e11 ot Lot 3, and Lot 4, EXCLPT the 8outn 5 feet thareot, c
PARADISE ACRES aDDtTIQW, according to piat recorded In Volume "W" af Rlats, Page 21, in ~
Spakane County, Washington; ANn, EXCEPl' thoae portlons o; Lota 1 through 4 convayed to -
the State ot Washington tor S.R. 27 by dseets recorded under Racord6ng Nos, 8503050052 and
8503180009,
' r
SUBJECT T0: Last half 1991 taxes; Assessments under L.l.D. No3. 801, and Preliminary Est{matod Assessment ~
under L.I.D. No. 811; Modern Eloctric Water Company right of way dai9d November 4, 1905, recorded !n Volume 'E"
r
~ ot Contracte, Page 267.
. The Grantor, for itselt and tor Its successora and asstgns, doea by those prasents expressly► Ifmit the covenants of thls dsedr
to those hereln expressed, and excludes aII covenants arlaing or to arise by statutory cx other Implicatlon, and does hsrebS! covenaniJ
that aga(nst all persons wtiornsoever lawfully clainiing or to claim by, through or under said Grantor &nd not otherwise, It w411 forever
warrant and defend the sald descrlbed reai estate. .
Dated: June 101 1991.
' WASHINGTON MUTUAL SAVINQS BANh
txci6e Tax peW on &-f 3'c?/ 8y. .
~2Et7 O FF/
sele Arrd. 'd.
. 01 "SKIP" CHfl88tG
STATE OF WASHINGTON ) spokanw County Troas
as.
County of King
...ao~._,.~,r'I. certify that (',Q...~~5~7 fs tho person who appeared befoie rnd, and sald
~yfp~etsgp; acknowledged that he sigr~ed ihis Inetrument, on nath eiated that he was authorized to axecuta thQ Inetrument and
, ~ ,
. ackr~owle~~9d,1t;as the R~ o~t~, of Washington
Mutual'Savinge;,~ank, to be the fres and voluntary act of auch Farty for the ures and purposes mentloned in the Instrurnent.
.y~ ~ ~ 1 ~ V4 /
(...1 \ , -•/O r / ~
` - . ' , - ,.f DA1ED
Signature oi Notary
. : .
. ~ - ~ o` Pub c
,•l . i' , ' - , .;::`,.i~t+ n
My Appo ntment Expires:
. ` , ~ , .
FtI.EQ o~ -
~ ~q9~ _ ~ .
WHEN RECORDED RETURN TO
~ REQtaG~
ER12340 H AVLEYWAYJOLLEY, PS
E
SPOKANE, WA 99216
R6-12356/emh , , . - . _ • 1P~`i4_.
r` .jL,3
STATOTORY WA►FtRANTY DEED
V 0 ) SpoKoh~~~ ~ 6 PAGE 121. 0
L.
THE GRANTOR, J. JAWMAW, a Partnership and ALVIN J. AOLFF and JANE H. WOLFF,
.husband and wife, for and in consideration of One Hundred Sixty Thousand
Dollars (160,000.00), conveys and warrants to WORLD WIDE DREAM BUILDERB,
INCe, the following described real estate, situated in the County of Spokane,
State of Washingtone .
Lots 1 and 5, and the North 24 feet of lot 2, PARADISE ACRES
ADDITIQN, as per piat thereof recorded in Volume "W" of P1ats, page
21;
EXCEPT the South 5 feet of said Lot 5; AND EXCEPT those portions
conveyed to the State of Washington for S.R. 27 by Warranty Deed
recorded under Auditor's File Nos. 8503050052 and 850310009;
Situate in the County of Spokane, State of Washington.
Subject to: 1994 general taxes, future charges by Spokane County for
storm water service, reservations, agreements, and easements of
record if any or contained in the Plat.
Dated March 2, 1994 .~o~~~~~ ~
, p Q
J. Jawma Partnershi ~
~ir~."!'1 ' .t. ~i n _ ~t~ i Alvin J. Wolff
~ ~
~ ' . ~J
BY: Alvin'J. Wolff, Jr. l anb COU tf _ v~
~ I ~ (j, ti ~v`^ ✓h~-~j ~ ~~1
~ Jahe H. Wolff j P
STATE OF WASHINGTON )
) ss.
COUNTY OF SPOKANE )
I certify that Z know or have satisfactory evidence that ALVIN J. WOLFF JR. signed this
instrument, on oath stated that he was authorized to execute the inetrument and acknowledged
it as the Managing Partner.,of J. Jawmaw Partnership to be the free and voluntary act of euch
party for the uses. and urposes mentioned in the instrument.
>mtR~l1,~,~
Given unde f icial seal this Z- day f a
N(3tary Public in and for the State
• • ~
• of Washington, residing at Spokane
.
Commission expires: ~
NZ
.
••j~ ~ ~ ~
0~~,~, :
1 . . WARRANTY DEED • ••',rYqS ~Nv _ ,r
. •~..~lH~,,~~t~~
. 95U5300381
.
~
~ ~ 4,j'.C~tft0Ep'
Log In Date: Parcel # ' ,
Road NameMo: ~Y" K ~ ~ • ~4S'/~ d . ~ o~~-~ p• ~ .
Purpose:
u~
Preparcid 6y: w ~dl•~ ~8 p~ ~95
Req By: (Land Oev)
tiQ, 6 • POTICE TO THE PUBLIC
~UU11 .
. . SppONE, COtJN! t, wASH• -
RID WAIVER, AGREEMENT AND COVENANTt
V 0 l.~ r►~ u E.~
KNOW ALL NEN BY TfiESE PRESENTS, ThBt IqORLD WIDE DREAM BUILDERS, INC., a
Corporation, .
being the ownere of the following deecribed lande in coneideration of Mutual
Benefite to be hereafter derived do for themeelvee, their heirs, granteee, assigne
and sUCCeseor(e) in intereet hereby agree to authorize Spokane County to place their
name(e) on a petition for the formation of a Road•Improvement Diatrict (RID) by ttie
• petition method pureuant to Chapter 36.88 RCW, which petitfon includee the owner(e)• property, I and further not to object, by the signinq of a ballot, ornot to proteet
to the formation of a RID by the resolution method pureuant to Chapter 36.88 RcW,
' which reeolution includee the owner(e) property. If a RID ie formed by either the
petition or reeolution method, ae provided for in Chapter 36.88 RCW, the owner(e) or
eucceeeor(e) further agres: (1) that the improvemente or conetruction contemplated
within the propoesd RID are feaeible, (2) that the benefite to be derived from the
formation of the RID by the property included therein, together with the amount of
any County participation, exceede the cost and expenee of formation of the RID, and
(3) that the property within the propoeed RID is eufficiantly developed. Provided,
further, the owner(e) or eucceeeor(8) ehall retain the right, ae authorized under
RCw 36.88.090, to object to any aeseeement(e) on the property ae a reeult of the
• improvemente called for in conjunction with the formation of a RIO by either the
' petition or reeolution method under Chapter 36.88 RCW and to appeal to the Superior
. court the decieion of the eoard of County Commiaeionere affirming 'the final
aesesement roll.
It ie further agreed that at euch time as an RIO ie created or any Road Improvement
' Project ie eanctioned by Spokane County, the improvemente required (curb, eidewalk,
. drainage control and paving to exieting pavement) ehall be at the eole expenee of
the undereigned owner, their heire, grantees and aeeigns without any monetary
• participation by Spokane County. '
. The RID wafver contained in ~hie agreement ahall expire *after ten (10) years from
the date of execution 'below. . However, at the expiration date the owner(e) or.
eucceaeor(e) agree to conetruct the reqvired improvemente at their own expenseJ pay,
. to Spokane County the then*eetimated coet-of the required improvemente to enable the
County to complete the samej or'furnieh a bond or other eecure method euitable to
the County, providing for or eecurinq to•the County the actual conetruction of the
. improvemente. ' ' ; ' ; • ' ' ' . ' . , • . . . . . . • . . ,
~ . . . ~ . • .
The above conditione and covenarit apply to the following deecribed property: . Lots.l, 2, 3, 4, and 5 of PARADICE ACRES ADDITION IN:TRACT.205.OPPORTUNITY,
as per plat thereof recorded in Volume "W" of Plats, Page 21, Spo}carie County, , Washington.
Located in the Northwest Quarter of Section 22, Township 25 North, Range 44 East,
, .
w. M.
' ~ i ' y ~ ~r,,~• y ~ ~ c ,
These requirements are and shall run with the land and shall be:bindfng -~apon~
, the owners, t}leir heirs, successors, or assigns.
(over)
IN `'VI"rNESS WHEREOF, the undersigned has caused this instrument to be executed on this
day of 1995 .
~
WORLD WIDE DREAR4 BUILDERS, INC.,
a Corporation
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss I
,
I certi fy that I kjiow or have satisfactory evidence that ~ ~~V! S is the pe.rson who ~ppeared before me, and said person acknowleclged that (he/she) signed this
iristrument, on oatli scated that (tie/she) was autliorized to execyte the instrument and acknowledged it
as the 6e't1ev'a..L Of World wide Dream Builders, Inc.
to be the free and voluntary act of su6h'party for the uses and purposes mentioned In the lnstrument.
0~~%Jn 11 " 1 " rf►~rr/ii,,'
~
Dated:
.
~ ~ i ' ' ~ C,~ ~ l~
P~ic In and fe~r State of ,
t
r~
_ : ~ .4~ r gshiigton, residing at okane.
~ . :
~ p[I~ jiC ~ rofwaylformslrwdeedUcmh
i~~'J;•. ~1~'y 20, ~ •,`p'~~~`
:
j V ,..``;a~~,•
~~1~~~~~~ti~~►,,
~ 'i ~ ' , • r ( .
t
•
• . . . , . ~ .4 ' ~ .
NOTICE OF TRANSMITTAL
ADDRFSS: ~-1 PROJ"ECT 1#: _
BUSINE.SS NAME: , PARCEL NO./LEGAL
. ~ ~ DESCRIPTION:
PROPOSED USE: MC) f,::)~ L- L(S aaa , a o 38
A- N V-:~) tC\-!b -0 ~ T ► o ~ - .
PHONE: L _ ~
CONTACT: ~ E J~l N ~j C~-f 1l5TEn1 So /Q
REASON FOR TRANSMITTAL
PREAPPL[CATION CONFBRENCE PRECONSTRUCTION CONFERENCE OTHER: ~
DATE: TIME:
DOCUMENTS CTftCULATED
;
DISTRIBUTED TO:
RECD DESCR[PTION o BUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FaZE DIST # ~ OTHER:
. ~ . OT.
~ ISite Plan (new) (r~evis I IX I X I I ,X, I 'C
{tSr:J:i:,~~+,'•ti{i:;i'•'v~?i }}'~i}:i}tiy,v; • ~'?iv:Cy:ifi r'•;:{ S'S:1jr:'i' • •<:::`:j::; :`?NSr}j:..vv
. :
lCritical Materials List
.ti::~:.:.ti:~~:'~:~~~~~'^:. :Yi..i.~$}?:r~}:,v,::v::ii.i' ».w::}''.YY.7~ tiS•i:::.:i;:`'.~i.~~+~:^SS:::::. ..r~y;.~i
. . : {.}};~^C•i:J ii:{ ::?~i~:$'i:•}t:::~tn i~~ vi::tii'+~'+~ f l~S~ n;tti}ti ~i i~f:/ .1.5!i.~ v{: ::~i>r 4~ "4:{ }v
r..:'•i;r S•:?'Sx' :{r}.~'~. • ~ri'r'~i1:•t{;:l~~/~~M'~/~~~htr~ '~}^~4~¢ {•~.j;;<:':.~~; •v~•:..'r .
IParking 1 l(in
~ ~ ~ N~i~nr ~..~~-:`v~:i.b +>~~$Ylr~i. f ~s : r}{1}',~C+i~.S'i v.y++'~M i ~JH~7i'~i~iG.'?wf X~
:•~t~.~y.~ ~1•ti^': ~'•iii?!NY,y, r a~~.iv:.y~/~ •.:s :?.:2??pr~o~' m^>}r z:?x•~" ~.,MV. .~;:;tirkwn~yk~:<.,.;~,r~
...\'.1..~` 1.~~ ( ' Y J i :~}:tl ~ ~ f •I • ? I.r ~SN ' ~ T:. Y •
: : :;.:;r,:# xi,:;.~:;••:;';a. .Yc:;.t~,.,•...;~~+y -••s.;.~. ~if,yJ,fr~. .,o- • ~ • "•'':S'fi4yfti'''`•'r'
iS 1gnage Plan
3:~ r:•.~:•5:~: Sx~:.~ ~t<•;.~:<a~ :r,; ~ ~ i,r.::.^•.•: c;N;:~ ~3~. ~~a ~r:o;;.~.~~.,..>•-~::•f'~«•...~s:•{•;;
vY•}7}::•: }i}}<~{ ~':tivi ~ ::';n; •y•}~•.} r^Mk•i:•; •yr4::{K? .>ii::$rs M?:,'v,'rr~ r:?i{". ~',Y,.`,?^1'}.,."~v,v,~.v ;r ~,n; v.y,.~f~;ii } }.•i1.T_
.4:k:iv}}r::~v:}:i::i:} 4}r.;{~ 5f'`;2:5_:}$~~:^rr{rri Y!;:!jry:,'v,• k~:7h`:iti-.!•}:^:}r}~?:~ 3~+_:{}.{~,h':,r,~kvC}.$:?•;•r, i•.4irr{
ILighting Plan ~ ~ s r
- . - • r
~ I ~=~'~:~:.<i~<:~; . . fr~.':. :is r;:t;~~S?,tt:. • v{~:l{~??:~i~:%3:~,S3~Ys S. •:k.,::>:•:;:.~r: :•4:•:: t~'C•:.
~ .:~:titi:'.S,y~_ - :i:~tv}::tititi~1' li}:{~{:. P:{•.,...:..: -•~v. VY' :ti2<}~tiSiititi'~ '~iL:•:''•i\:ti:tY'L iµ•:
•ti.vJ:. , :.}titi$L ~ti N { ! Lr{Y~.•'r V U...•+i''.••~~'~~i r .
1} h?.... .~.~•t+`,v; ~ ~.w:.•: r: H.'t}}
Drainage Plan
X ~ ~ x ~`v~;::::::- x I
x•~•.,••:x:'t<<-;:.:::;:'.•:ti:~a% rox•s5~tt2r;:;;L : ::.:~:,~>r'•. ~.<<.;.•._•.~:;~!:`;E:'<i~:......:ti'r. r? ~}~v~:~r:•:5:<i:~r}~??+~2r{c{...t :u?>.
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Abreement to Pay Fees :.:,~..Y .~::::,~~t =.•.;~1::::~:::,::; . ~ ~~`.r'~. r~ .,>.t... .
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I
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T..rj~Vl.~:.::.~.: F•,'.::\:.1 ~.f.\..:~:.\.`fIJ. 1^ . f N J\~~.:
lIrrigation Plan ~ ~ I . f'}ti~~c::_;{.::;.:=:: }:~>~5~:2•'.':~;:.~ L:.~~:~~::~::r;r;rr~<n:;•ir::r:,:i?;:%;o>!jw;''•>:;:;;;:;::i:'.,,,~'~,~, :
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X\~ Landscape Plan X ~r ."`t.,{l~ .:r•p• ,C~~ ?~•$r'f•ilri ~`~r. .C~~~+Cv$'ti
1//l. ~ I X ` I ! 1 I X, ~:_•:rr.{:•l.fi}..:.~~'+}.rr'r,:•'.•{:;:}•r:~ 741l~Y!!}~l~.h.%~1~~'1,.y1r.~~!/'r ,jr~tii{..?..._...r{rir,}i:i}>:y;tiv
tt;+.k.;.:..~: :.•rt;.y,.~y.~;:-~ •}•~::y~,c,~:3'-i~Y fti:~h;Cwo~ "y''~_''r=~'-'tq:x a~tw# s ~ {i~r'} r :~"/,Y ~~e+;W.~~o'G'• i • ti.~ ~t.f;~.~~;. r~ ,y~c~;sy?S.
N!.•~ ~A . it1 • ~J ~ ~ 1 N` ~ Sfl ~ Yil . ~(Y, .}'r . ~'.kJ`~ 'T/~~4- ~
~y ~tter i'•~ti..<..`,s~.~~;c••,:..; a;..;:s.::;r.;..<rt:.!:::+`'r ~>~r 3?~S`,~,~, '}3~',S~{^ •~:lrl;r. , r{~' 4/'.:,Ss.i•.<FY~c
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Landsca(}e Cost Estimate
l~ ;tki~v{icy}:{{?ivi~?v~,'<-h-~:,i ;i{F'.,}.{~ ::~f% ryt~,{~, ~ { ~ ~tr ~$i,r, f 2V y~ 5>
.i•~..•:.~: ,r..~: • . , .r.d •~•r:.L k:~f~.~.??~,t...:....:... .:h.•...:7 ~59~<,5::.:',+~
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iTraffic Circulation Plan ~ ~ ~ ~:~:~~:~F,r: n~ ~~N:>:~:~~~~;~Y~ ~s}:n?:j`^•,•{:~•`;:~:~r{,;} h,f.}y<i
- - ; •:j^r ':}.:{'v:}'f.•'' 'ii{:i . '{}i,{?{?: . .}iY:~:-.`•r{.•' '+>'J:? i:: i'::~?'r' • • +};"C;i- :~iS~r • :i:<b`rtlY`:v; ' • i
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A5 I l_T fl RA-W 11J
7}ie abovc icems hRVC beeit
~ reccivcd:
~!-y
r ~ ~ S
Date of ~'cansmittal-.,,~~~~,~a,~~~~~5: ~ Review Coordinator: ~IE s~f~-~T~
MY 3 1 1995
Circulatecl by: ~
u-:311FlEER
Spoko tie ,Co~NntyT~,i~v~~~ ~ af~ $u Vldii~&.",y-`. ~,~026 Wc:cr Broadway A~~c,~uc * St~~kaire, WA 99260 *(509)456-3675
i • ~ -
LETTER . RANSMITTA
Date: q~~~'~ Project No.
Project: !MO~W07W40'- • 7l7 c;~: 79.e7"-
p5ny T0: `
Ghns~e~n Att/l: 40yel
$ A~~ia~es We Transmit: ❑ herewith
❑ under separate cover
❑ in accordance with your request
itects ❑ Vf8
A~ ❑
For Your. ~ approval
use
0 review and comment
0 information
0
55 E~t The Following: 0 drawings
❑ specifications
0 samples
u~ ❑ product literature
❑ SPoKIOe Quantity Drawing No. Description Revision Daie
~1.~64U
~ 1616 Remarks:
FAX ~
cc:
Submitted by:
1
May 25, 1995
State of Washington
Department of Transportation
Attention: Leonard Cash
N. 2714 N. Mayfair St.
Spokane, WA 99207 RECElVED
SPOKANE COUNTY
VIA FAX 324-6005 JuN 0 119915
RE: 717 S. Pines Rd. DIVISfON UF BuILDiNG
Dear Mr. Cash:
Thank you for your letter of May 23rd.
We hereby request your approval to allow the existing approach
from this property onto Pines Rd. to remain as is for the remodel and
addition to the existing building at 717 S. Pines. The reasons for this
are:
1} I have been advised by County Zoning that in order to
submit for a rezone, it would be best if we show a
hypothetical future building location on our rezone
submittal. There are no plans to build the second building
now or in the near future.
2) The remodel and addition to the existing building does not
exceed 100 trips per day. Only when the future,
hypothetical building is considered does the traffic count
trigger the new radiused approach design requirement.
3) When plans are eventually developed for another building
on this site, the arrangement of parking, drainage, and
landscaped areas may make it preferable to remove the
existing approach onto Pines and install a new one in a
location which best serves the development at that time.
4) Approaches onto State highways, including Pines, are
reviewed by D.O.T. as part of the normal building permit
process. When plans for another building on this site are
submitted for a building permit, the D.O.T. will have the
~
opportunity to investigate the impacts of the
development to the roadway and may require developer
provided mitigation.
5} You have mentioned that at some time in the future, left
turns will be restricted in this area of Pines, and that
D.O.T. design standards are being revised at this time. It's
very likely that by the time another building is
developed on this site, D.O.T. standards and requirements
will be different than they are now.
We are not adverse to installing a new approach. However, we would
prefer to install the new approach once our client's needs and those
of the D.O.T. are known. At this time, those needs are not known, and
the traffic count of the office remodel and addition does not trigger
the revised approach standard.
If and when a new building is designed, our client and the D.O.T. will
have a clear understanding of their needs, including traffic impacts,
and design standards, current at that time, can be used to achieve
any required mitigation.
We will be submitting for the Building Permit on June 1. Our plans
currently show the existing approach onto Pines Rd. to remain ~
unchanged.
I appreciate your help on this project and I look forward to your
response to this request.
Yours truly,
Denny Christenson A.I.A.
BUILDING PERMIT C11ECKI_IST ~
~P E=AP P
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~ MANA~EMENY.:
. : . : : : ~
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AGRE'E1Vf F-NT TO TAY
X
RIGNT OF WAY DEPARTMENT~
- - . . _ . _ - - - - . .
DEEb
. _ - . . . . . . . . . .
EA~EMENTS
R/W~_
Y RID
LEGAL DESCRIPTION CFIECK
.
LETTER FROM SCaPCA
_ _
RECIPROCAL USE AGREEMENT
. ,
APPROACH PERMIT X
NORTH ARROW X_
SCALE . _-___-.X - -
_
BENCHMARK X -
ROAD NAMES
RIW DIMENSIONS X . ~
- . . - - - . . . - - _ . _
PROPERTY LINES X
SET-ASIDE shown on.Qlans_.___
r
- - . - _ . - - - _ . -
GRA,DES (min 1.0%)__ X
STAMP X
_ . _ . w.. _ . . . . . _ . o... ~ - - . - ~ _ . . . -
PAVING (surface_ description) ~ X ~
TRAFFIC CIRCULATION PLAN _ ~ X
LANDSCRPE PLAN (208 CONFLICT) X
- - - - ~ _ _ _ _ . ~ - . . . . - - - - ~ - ~ ~ - - ~ - - . . _ . . ~ . . .
Drywelf/LidiinieUSplash Block Delaii X
Roof construction -_-_~--X
HVAC on Roof X
Swale-- volume - calculaii------ons---_-_____-----_.._~..__----_ ------X
Swale Cross Section X
~
Pre Developed Con_d_--ition . .,.~X
,
. . _ . . _ - - - -
Post Developed Condition
X
SPECIAL SOIL TESTS
. - ~ - _ _ _
DITCH CALULATIONS - ,
_ . -
- -
Pi e/BACKWATER CALCULATIONS ~
_ -
GRATE CALCULATIONS
: _ _
RETENTION/DE7ENTION
10/50/100 YEAR STORM- - ,
- - _ ~ _ . . - ~ -
TR-55 ANALYSIS
: -
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North Arrow
- - - ~ - - - - -
8__enc_hmark_-__ _ . _ - _ ....o._. . - -
-
Scale
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- - - _
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.
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Curve Data (radius, hc, vc)
Pavement section
Tapers/fog stripe
Engineers StamP
Quantities/Bond estimate
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Mylar
Owners Siqnature
County Siamp .
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OFFICE ON TI IE COUNTY CNCINEER ~ A DIVISlQN OF Tf IE PUBI.IC W4RKS DEI'ARTMENT
Ronald C. I ic,rmann, i'.C., Cuiinty Cngineer Dennis M. Scott, i'.E., Director
AGRErMENT TO PAY FEES
ENCINEER'S AGREEMCNT NUMI3EIt
This agreernent between Srokane County and ~OWIa4Y/ri 4i3~'nf°
(name ot person) '
wliase inlerest in ttie project is ~ox-my '
(I.t. owner, ageni, tic.) ~
is entered into this lI day of 19 '74 r-vr . This agreement is applicable to the prcaject
known as:
717
(praJect aaaress ar iifename & iiie numoer)
That the inclivicluals ancl rarties namecl herein as having an interest in the above cieseribeci property or
project agrce to the Followinb:
1. Reimburse Srokane County for project review anci insrection fces as specified in
Chapter 9.14 of the Srokane CQUnty Code. '1he fees will U:, baseci on actual salaiy
eosts incurreci by Spokane County for project reviews and / or insrecticans plus a ten
percent aclminisirative eiiarge, ancf will he billed montlily as aceruecl. Any final
billing amounts, to inclticle any late fees ar any otlier exrenses incurrecl in the
coilectian of an overclue account niust Ue paici prior to ilie County's acceptance of
the project for filing.
2. Tiie unclersigned agrees that these fees are clue ancl rayabie upon reeetpt of the
billing as specifiecl above.
3. Any invoices nat raici witliin 30 ciays oF the invoice ctate will be subjecteci to a late
fee cliarge of l°Io per month (12% per year) on ilie unpaicl balance of Ihe account
ancl any aceruecl late fee charges. In acJclition, if any outstancling balanee on the
account for this rrojecl is not raici witliin 30 clays of tlie invoice dale, no fiirther
revicws of tlie rroject clocuments will be conducteci until Ilie enlire account balance
is ratcl. Any balance on tlie account for tliis project not raicl w'ttliin 65 clays of the
invoice clate may result in legal action or the initation of olher coliection proceclures,
inclucling referral to a colleclian agency. 77)e Sponsar will Ue liable fur any ancf all
exrcnses incurrecl by ilie County fur ilie collection of overclue accotints.
4. The montlily billing shotilci be sent to ilie attention of: .
NA M C: ~zs~~
ADDRESS: 7/7 i;;;-
CITY, STATE:
Z1P CODE:
Pf IONC
I uncierstancl that failurc to pay thesc fees may result in dcily in conirletion or arproval of the project or
other possible sanctions.
❑ If tliis fee agreenicnt is cornrletcd by someane otlier tlian tlie Slionsor (i.e., the
rrojcct owner or aprincipal in the firm sronsoring (he project), such as the Engifieer
ciesigning Ihe rrojecl, then written authorization from the Sponsor specificully
uuthorizinb tlie A6ent tu execute Ihis l+ee Agreenient is attiicliecl to tllis Fee
Agreemeiit.
SIGNA7`UI7E By: !
, (PRTNT NAME) , U
RETIaRN YELI.OW C()C'Y 7'() SI''()KANia COt1N'I'Y LNGtNEERS
kWV\agrccmcn.(cc 81I0/93
..I ,Alle n_......~....... A..,. c-1..,..., IAIn n0')Ar1_m7n rsnrn 49,6_100n r-AX 19091 456-4715
ACTION: R SCREEN: LEGL USL1\iD: KATS • • CHANGE-REASON:
H-
LEGAL DESCRIPTION
JURISDICTION= 11 ROLL= RE PARCEL= 45222.2054 YEAR= 95
PAGE= 1
LINE DESCRIPTION '
_
O1- 1 10 PARADISE ACRES ADD IN TR 205 OPPORTUNITY -
02- 1 20 THE S 56FT LT 2 AND ALL LT 3; EXC CO RDS
03-
04-
05-
06-
07-
08-
09-
10- ~
11-
12-
03-*L009 HEADER CHANGE
•
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ACTION: R SCREEN: LEGL USzniD: KATS CHANGE-REASON:
H-
LEGAL DESCRIPTION
JURISDICTION= 11 ROLL= RE PARCEL= 45222.2040 YEAR= 95
PAGE= 1
LINE DESCRIPTION
_
Ol- 1 10 OPP PARADISE AC B4 EXC ST 02-
03-
04-
05- - ~ ~ -
06-
07-
08-
09-
10- .
11-
12- ~
~ 02-*L009 HEADER CHANGE - - ~ . ~
/
ACTION: R SCREEN: LEGL US KATS CHANGE-REASON:
H-
LEGAL DESCRIPTION
JURISDICTION= 11 ROLL= RE PARCEL= 45222.2053 YEA.R= 95
PAGE= 1
LINE DESCRIPTION
_
01- 1 10 PARADISE ACRES ADD IN TR 205 OPPORTUNITY .
02- 1 20 LT 1 AND THE N 24FT LT 2; EXC CO RDS
03-
04-
05-
06- ~ . , ~ .t.
07-
08-
09-
10-
11-
12- • `
03-*L009 HEADER CHANGE -
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. WQRLDWI DE GROUP ADDI T I ON .
IJRAINAGE REPORT
~ ~ a ~ .o .r~ ~ ~ ~
RECE1VCCD N.N APRIL 28, 1995
SPoKANE
p ~ 1g95
~
IVISION OF 3UjLD1NG
D BY;
OSL'~' G.
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o~ wa
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~ 26247 0
FQISTEP~
C~
~ SS~O N AL
EXPIRES
~ PREFARED BY: HAHN ENGINEERING, INC.
N. 8623 DIVISION, SUIT£ $
SPOKANE, WA 99208 _
(509) 467-1550
pFF1CiAL PUBLIC DOCUtu1ENT
sPOKANE COUNTY ENGIN'~`-~,';'~ Cr-FiCE . _ . - _ `_t .
RF ~7~`''i''~;%~`~~ ~
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PROJECT #
SUBM1TfA1. # - t
RETURN TO COUNTY ENGINEER LT+~~~ G-~Ur~~r E~~G~ra¢ER
WORLDWIDE GROUP INTRODUCTION HAHN ENGINEERING
PROJECT SUMMARY
Project Location: The Worldwide Group Addition is located at
S. 717 Pines Road, Spokane, Washington. It_is located within
the NW 1/4 of Section 22, Township 25 North, Range 44 East,
W.M.
Project Description: An addition to the existing office building
is to be constructed. The new addition will take up
approximately 6,201 sq. ft. of area to bring the total
building area to approximately 9,273 sq. ft. There is
approximately 26,625 ft of existing asphalt for the parking
lot on site. The drainage from the existing parking lot
outlets directly into two Type 'A' drywells located in the
north side of the parking lot. Aproximately 2,015.0 ft of
parking area is to be added (or modified) to the existing
asphalt to bring the overall area to 28,640 ft. The drainage
, for the entire parking will be treated by '208' grassed
infiltration areas which are to be constructed on the north
side of the parking lot. A new Type 'B' drywell will be
' placed within Swale I along with a catch-basin for drainage
- outlets. The catch basin will have a pipe to one of the
_ existing drywells. The other- existing drywell will be used as
one of the out 1 ets f or the runof f f rom the roof. Swa 1 e I I
will have one single Type 'A' drywell as well.
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. SOIL StiRVET
>c p}7 rollingo- to hilly uplancls. r.i'hey forined in ]a1•ereci thev are etcc;llent places for huntinllfr migratory -%raterfowl.
o_ tulder co1ilf.erous forest. The tinnn~tl 1)recipit:.rtion is (C,~Pa>>lliry unit VIIIAV-1; noL in awooill,und ri'Ollp or ;
il,out 23 inclics, and t.lic firost-lrcc sc~iCon i~ ~,uout12.5 days. rall-C S1tC)
•eernzn soils are used for grain, pcas, clover; alfalfa,
Ll ~r:~ss. ancl as ~~-ooc11;~»d. Garfiela Series
eeman silt loam, 5 to 20 percent slopes (FaB).-This ~
s tlle dUI"iillltlllt 501l oit t,1ie silt~• upl~lncl noi•'t.h ~incl ea=i of Tlie G.~i•fielcl serie. c~,»si:ts of ~rell-clr,luiecl, sere~•el~- ,
~ cforcl. ltost slol~es are bef~~-een S niid 15 percent; a eroded soils that toi•~~1ec1 in loe~s Lulcler yrass aiicl sina)1 j
=e small Zresls liax-e slopes of mor8 t11:1I1 JO pe1•cent, znd shi•ubs. 'lliese soils occupy ridgetops, knoUs, ancl tiie up- _
:c...,; of less than 5 percelit.. Slopes of niore t-lizi-n 20 per- -)er slopes on rollincr to Ililly uplaiid=. Thev have a. surface '
-ent tire Sliort ancl are aloncr the ed`es of the clraina(ren avs. _aver of sil'tv clal- loam aiid a subCoil of silt}- clay th~tt is
; •e;el~tati~-e l~rofile : ~-er~- harcL sticl.~-, ancl p1~1stic. rihe ~lllllllll ~precipitatioii
1riCi1~S; 1]1Cl t~l~ ~YO=t-~1'ee Se~iS411 1~ :l}JOIl~ 1'~~ .
1 to ~ irlches, ti•ers t1:1r1C aT1S1SI1-U1'0~1'I7, frial~le silt lo:tm; iS 1S t0 2
granular sttllCtllre ; uetztral. C1i11'~.
r to 17 iuches, brow❑, friable silt loam, jrasish browu ai 1 These soilS are usecl mallllv f01• -grain, alialfa, and -,ra_zz:.
depEh oP 12 incues; ueutral. Glrfield silty clay loam, 0 to 30 percent slopes, severe-
7 to ?2 inthes, -rlyich-Urowu, firm silt lo:tnl tliZt brelks into ly eroded (GaC3).-ri his -zoil occupiea tlle n.ll'TOw llClo'et0ps
tu `'-ineh prisnis : neutral. lncl llpp@1' ;10p@S O11 lOes:Al uplanclS 111 Il1E sOut11eaStel'il ~
-!2 to 72 incues, clZrk-brown, firm siltr clay 101m. 1IL110si -zilt
loam; Ure;11:s iuto pri:ma 1 to ? i2iches n-i(le, aud then into p11•t of the cotuity. 1lO-st Slope-z are be<ween Sancl 20 per-
aMnilflr Uloclis incli to 1 iuch wicle ; Aeutna?. cent; a feiv sma11 areas have slopes of more than 30 percent;
le surface soi1; wlien ]llOiat, ranyes from very d.1rk nnd s01118 llal•roiv riclgetolr have slopes of less than 5 per-
Yi,t~~ish bro~~-n to darl; 1~r0~c11 111 C0l01. The testure or zhe cellt. ~;epre~entati~-e l~rofile :
itl)3oil rcln~_Yes froii1 heavy silt loam io -zilty cltiy leam. p to S ineUe:~, dzrk-broR•u; firm si1ky clar loam; brZnular struc-
nuch as r percent of son1e areas coilsist; of Larkui, ture; neurrai.
J ~yton, or severely erocle(Z Freeman soils . S to 4S ine~~es, d.1rk-bro~Tn, firm si1ty c1ay, yellor-isl~-bro~~•n
_.1115 L= 1 1110C1e1':~irel~' ~~'ell CZl~fll]1eC1 soil rhat I1Rs RvZTy :ilty c11y loaui UeloR- a clepch of 23 iuches: breaks into
pi•isms 1 iiich to 2 iucbeS «'1Cle :illCl tI]EIl 111f0 :lDgi1111• Ulocks
,1~~ix-1y permeable -suUsoil,lnd ia saCtlrated for shart pe.r:ocls 3/.~ to incii tbicb; Clar fi12us colt tl~e prisms a,~c~ angui~11-
r. >rinn. It holds about to 7 inches of ~rclter t1~Rt l~l.lllf5 bloel:s; ueun•:~1.
1,1 ll-ze. zt 15 ea5~" t0 ~Ol'~: e~cept. ~~-hen ~.ltlll~atecl. ~i00~5 4S to 60 inChes i-, ye11owiSh-Uro~~i~, firm hearr ~ilt l0am ; bre:~ 1:s
fihe i11to prisms 1 to ? inclies n•ide 1nc1 then iuto an-ulzr ulocl:s
)enetr~lte the lower 1~1~-e~•s mainl~~ alon`• ped t~1ces. „ '-ucli
'el•t~~liti- is 111eC11L1111. Sui•:f1ce ruilofY is]lll'Clltllll; and i.he t0 tliicl~ ;~eutrll.
1; rcl olf erosioii ia nloderZ.te. The testure of the upper subsoil is silir cla~- or cla.y. .1s
018 L11a11 95 perceiit of the acreilve 1s cul"ti~-atecl: ille llll1ch as 10 percent of z41112 R1'@ilS COlls1stS Ot ~~tliena, N11j~. -
•z ils. ~
fcl~•ni ivoocllots. ~~~lleat i; rhe ciiief ca_1 crol~. It ~ez Perce. or 1'~Zlouse i~~~ o ed and ;lo,rl
`G 1 soil i~ ~~ell dra~- ~ei•ineable. Z~ llo]d~
s ^•~•o~rn iii rotation ivith pe.ls ancl a~*reen-manure crop Tliis . 1
;I L .ti «heat-fallow rot.ltion. Other crcpz grownare peas 9 oi• 10 inclies of watei• tliat p1.111fa c.lll llse. It. is st-iclzy ,
1] b~Zl•le~-; ClO~"01 O1' Rlf~llf:~, fo~' 1]R~" Ol' gT@e11 Ill~111t1Te :~1T1C~ ~111(1 l~l~lSt1C ~-hen iTet : COllsequentl~-, lf• C111 b° ClllLl1'~1t2C~
r.l~s for~~~ed. 11~~-; o~~ l~a~fu~•e. ~Lll ~~r.1in .incl ~r~1~; crops onl~- ~r ithiii ,1 i•atlier u.lrrotiti r,lilo~e of 11101St111•e conienc.
c-ond to nitrogen. Le~:uines 1•e-sl)O11C1 CO sulftir. (C,ZPiti- Root- peile'rratioli is i-eri- deep. 111e ferfility :a meditim.
un?~ 7Y7e-~i; ~~-oodlancl ~-roup 110t 111 a r~nye ~ite) Sttl'f~1C0 TL1110~ 1S T1~~1C~;'nnc1 tl~e hazai•d of furtller ero=-on
1;
reemaii silt:loam, 5 to 20 percent slopes, se~~erely `e~-ere. :
~roded ~83).-lrore tlian 50 percent of the ~urfzce 1:~~-er ~jore thail93 percen't of tlie acre~l~-e is culti~-akecl; t~he
j, resL i; seeded to a1f~11f~1 0~.• ~•r.1,s. I~~heat is the cliiet ci•o ~
lis ~oil l~~s Ueen remo~-ed Uy ero~ion. .Fe~~tilit~- i~ n1e- ~ 1•
1 to loiy. Surface runoff is rapid, and tlle liazai•d of Ot~hei• ci•ops ~roiyn are b~lrlev aiid drv field peas. ~tll
ij ioll i~ se ~s 10 pcrcenc oi Soiue .Zre.1s crops respond to nitrogen, sultur, ~uicl l~hospliorus. (C.1- ~-ere. ,Ls much ~ p:~uilit~T unit I~'~3 ; 110L lll ~i. woocllancl aroup or ranp-e si'te) ;
-oiisists of tuleroded Freemaii soils.
"lie s.lnie crops are o-i.0iT11 1S Olt Fl•eeman silt lo1m, 5 fo ,
?i ierceui slopes, but yields are loR-er. ( Cal~~lbilitj~ unit Gal'i'150ri Sel'leS
C' -3 ;«-ooclla..nd (yroup ;i ; not in a r1nge site) The Garrison series is mlde up of somewhnt excessirely
I'reeman silt loam, 20 to 30 percent slopes, severely draiiied, arai-elly or stony soilti tllRt fOTlll@Ct t111C1CI• grass
led (rcC3).-llore t111n 50 percent of t.he surface layer in alacial outwash nlixed'in the upper part n-ith volcftiiic ,
Iii; soil has been removed by erozion. Surface runoff ach. These soils are on nearlv lei•el to nioderatel3T steep ~
;__tpid, a.ncl the erosion haznrd is severe. Included in terraces. The annual precipitit.ion is 1S to 22 inches, and '
~~appin~ ~ere fenT are~s of De~r~-ton soil~. the frost-free season is abOllt 1 i O d:tT'3.
le same crops a-re ~ro~en as oii I'reeiuan silt loam, 5 Soils of tlle G~.rrison series are used for a~-:~riet~* of :c ~ percent slopes, but rields are lon ei•. (Capability cro s and as farinsteacLs 1ud suUurbnn lots. ~
I~%~3; n-oodl~.nd group 5; not in innge site) G~arrison gravelly loam, 0 to 5 percent slopes (GgA).'- :
This is the clominant soil in the Spokane Valley east of F!sh Water Mal'Sh " the city of Spokane. _•llost slopes nre bet-ween 2and 5
Percent
resh water m~,rsh (Fm) consists of shallo~=, swampy : Representati~-e profile: ;
ponds znd of fi•inges ~,round 1R.kes that hnve fluctuating 0 to 15 incves, blttcb, ~ ers friable grA~elly loam ; granular
~ :r le-rel. Tlie vecretation consists of tules reeds ;ind structure; sligbtly scia.
a , , 15 to 44 inches, dark-broR-n, friable vers grArelly loam ; neutrul. .
ri es. fihese areas are of littlo value for arazing, but 44 to so incbes multicolored sand, grarel, and cobblestones.
, • R
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~ - . : _ _ . - _ - . . _ .
. SPOK:L\ E COL \ TY, WASHINGTO\ 19
Tjle surflce color, when moist, ranbes froni rerv dlrk the county. liost slopes are betNN•een G and 15 percenL
i•o«-n to bl<<ck. The teatui•e of the surface 1ayei• i; I:epresenta,tive profile:
lly or very bl•~~-e11~- laani or silt ]oam. ''lie subsoil r:inTes U to 13 inc>>e5, lil.~ci:, ~•ers triat~le sitt loam ; sraciular structure;
i~~ color fro~n cl~ii•1: 1~1'~~~'~l to 1'c.llo~risli bro~~-~i. C~lav ~incl neutral.
13 to u2 ii,cues. clara;-t,rown, firm lozm tuat vre-aks into prisms
"Ine h2<<e acctin»>l.ltecl oil t]ie bottom of the pebblecz iil the
ower 4-zubcoil. '1.`lic depth fio the gravel subst,r.ltillll I'all~es 1 to ? inches x~-ide; sligtitt~- acict.
'0 fo ' _L~ m~lc]i ~s 10 ~erce~it of so~ne ~tl•e•t~ G2 to 72 dark-bro«•~i, fr;~~b1e loaui;s1islitly acia.
-c~m ~ 55 iizclic=• ~ ~ 1 . ~
(:011SiSts of 13oiiv~ ol• 1.'Jloel~e soils or of otlier G.lr~•iso~i soils. I~Z ]~1~tCCS the surface l~l.~~e-r is ~-er~• darli bro~rn. I~ is 10
This soil i; S611jewh1t exceCsivelv clrliiied aiid ]laz-z »>ocl- to 16 inclies tliicl:. Tlie testure of tlie sub:oil-i•ancres fi•om
r.zteli• rlpicl pei•meabilit3-. _ It liolcls about 5 inclle; of -~;ilL]o.llll t0 ]lzlit silti• cl.tiyI0a111. I'i•oin 5 to -25 percent of
.-ater~ that p]ant; can use. It is easy to woik. Roots t-lle lo«er zul);oil is composed of cyravel and scones. As
penetrate to the ].1i•er of cand, gravel, ancl cobblestones. »1t1CIl as a pei•cent of some areas con;i-zts of BerilbilJ,
'he fertilitr i: niedium. Surface i'lUlOff la slow. aild the Detir~•ton, or La.rl~in soils.
azard of ero~ioil is sli~rlif. - ' Thla SO11 1s well drained and i1loder~lzel~.T pei-meRble. It
About 80 pei•cellt. of the acreage is ctdtii-ated; the rez:t is llolds 9 to 11 ii-iclies of water tli:lt plants c1n use. It is
usecl for ~•~ZZin~. ,111C1 :~s farm~tea(l; or Cl1U111~~R11 lot-. easv to ork. Iioot penetration is ~-err deep. Tlie fer-
[OSt of fl e ae~'e.l~' 1S 11'll~'atecl. Il'ri~atecl ai-eas RT0 t1~eCl t111t.1' 1S 11iz11. SL11fi1C0 1'tU10ff 1S ]11eC~llllll, RIld the hazard
DT OTCharcl fi'liiCZ .111(1 })@llle5: CabU1ge, COTl1; C111f.11011p; of ei•osion is moderate.
._~tcumbera, celerx-. Znd scluash; 1~-heat, onts, and b~•le~-: ~.Iore th:1n 90 percent of t11e :~cre~l~e- is ct~lti~-~ted; the
alf~.lf~~ for ha~- :.ii~cl ~~i•ass for ~eecl and pasture. Drti•l~ziicl 1•e=t is grazecl. ll~ieat is the chief crop. It is nro~~n in
L•eas are u_ecl tol• \vYiea't; barle3-, and nati`-e b1ll1C11'1azz. 1•otation R-ith barley, oats, peas, lentils, alfalf.l, oi' alASS.
`here i- no clitfictiltv in the use of macllineiv; l~u't the A11 gr1ss and `•r~1in crops respond to nitroaen; legtunes
ra~~el i; li;~i•cl ~-i1 tilla~-e iiuplements. All cropz excEl~t 1•ezpond 'co sulfiir. (C~pabilit~ u~lic IIIe-2: Lonmv rancre
lCo'illlle~ res~poilcl to iiitro~'elz. Some crops rc-poiid to Site.; 110t lll il, tZ'OOC~IRIIC~ ~roup) ~ ilfitr, boroii, and phosplloru-s. (Capabilitv wlit IIIs-?: Glena•ose silt loam, 0 to 5 percent slopes (GpA).-Tllis
loan1y ran`e ~ire: no't in airoodland ~•oup) ' Soil has surflce l~,rer 2 to 4 inches tlucl~er Th~tn that of
Garrisongra~-ell~• loam, 5 to 20 percent slopes (Gc3).- Glenrose silt loa~i~. SVto 20 pei•cent slopes. Surface runo$
"i,hia :zoil li.ls ;1 suri.icz 1aver 3'to 5 inclies thinner ih.ln rhlt ii~lo~-, and the ero-ion h1z~1rc1 i; slinliz. Included in map-
f Garri-oii ni•:1%-ell~- loaiii. 0 io - percent slol~es. P.tulof~' 1~I11- nere sm111 areas of Ulili~• ~111CZ DZ~1T~'tOll soils.
~ ll1eC11t1111. tl ll C~ [.ie ei'031011 111",~ll Cl 1$1110C1e1'~1t0. The s~1-llle C1'01~5 ~il'8 `1'O~CIl ~l5 Oll CTlelll0~2 ~llt IO:llll. ~
1`hi= soil i; ti--ed in 11111C11 the -znme wav a; GarriS. c,n to 20 percent• slopes; vl adclition, ~-e~eta.bles :~re yro~-ii.
2•r,1.~-ell~ ~ l0;1111, 0 r~~ 5 l~ercen't slope-. (C.Zp:lbilit~- u.iit CapaUilit;r unit IIe-?; Loami- ranae zite; noT. in a«-oocl-
e-5 : Loam~- r:lnne site; 110C 111 :l }~OOC1j~1i1d group) 1.111C1 broup) .
Gari-ison ~•er~- gra~-ellr loam, 0 to S percent slopes Glenrose silt loam, 20 to 30 percent slopes {GpC).-Tl~is
tGmB).-'rhis soil has a thiiuler; niore aiave11y surface laver sail has a, surflce lnver 3t0 5 inches thiiuler thnn that• of
fh:lll CT11'I'Ia011 g1';1v@l1y 10.1111; 0 t0 5 PCTCCllt SIOpe" :111C1 CTlelll'O-se silt loznl; 5 t0 20 1)@1'C_'E'llt• S10pes. SllTftlCB 1'LlllOff
OIds leSs tll,lll J 1I1Cllez Ot lT,lter tliat plants call tl~E'. T~lE 1~ 1'~Zl~1Cl, :~nd rlle ei'OS1011 ll~l'LRTC~ 1s sei-ei'E'. AvOllt 5 ~~@1•cent
L'.1v@l Ct1i1SCS ex-ri'f'lile we.11' Oll tlllaz0 ]11flClllllel'v. _1S Ot -zOl]7(', aTea3 consists of I3ernhill and Dea.ivton soils.
ll111C11 as ~~)l'1'i;olli r1j; =n111e ~1TeflS COllsl~f; of othe~' C7.11'1'1-011 Tlie sallle C1'01~5 11'@ ~10N\11 Rs Oll Glenrose slli. IGa111, a t0
~oils. (C.11~:ll~ilih- uiiir IVe-5; Shallow. ran(ye site; noi DO Percent slopes, bllt 1110re of the acreaze is iil ~r:~ss aiicl
L ~roallaiicl zroup) lentunes. (CRp:~bilit~~ unit IIIe-?; LO~LIllv r~121`e site;
Garrison very ston3r loam, .0 to 20 percent slopes llot• in a. woocllaud group) fGnB~ --Tllis soil liolds less tliail 5 inches of water that Glenrose silt loam, 30 to 55 percent slopes (GoD).-This
C:111 ii-se, ancl it is too stoils to be cultivaced. A;z soil lias a, surface 1aver 3 to 5 vlclles thulner th1n tliat of
ch as 15 pei•cent of 4zome arez-is consists of other Garrison Gleurose silt loam, 5 to 20 percent slopes. Slll•face run-
ils, :uid as mucli ns 2 percent is made up of granice o$ is rapid, and the erosion hazard is serere. _LUOIlt 3
percent of some are1s consists of Bernhill or Dearrton
outcrops.
lii_ soil is ti-secl for nrazina. (Capability lllllt Vls--?; soils. 1'his soil is used only for alazincr. 'Capability
htillow rallcre site : iio~ in ~oocll:~nd ~•oup) unit Il Te-1: 1 orth Eiposure ranae site; ilor. in wood-
' 1a11C1 bTOtlpi
Glenrose Series Glenrose gravelly silt loam, 5 to 20 percent slopes •
(GrB).-This soil holcis from 7 fo 9 inches of R'ater that
The Glenrose serie, consists of n ell-drained, moytly plRnts can use. Small areas of Bernlull and Dearyton
iedium-testui-ed soils. These soils formecl under ~ra.s soils "ere included in m~,Ppulg.
ancl sc:~ttered Pilie trees iii glacial till mised in the upper Tliis soil is used in much iie sauie wn.y as Glenrose silt
art n ith loesa and vole.lnic asli. llany 1reas are o-ravellv loaiu, 5 to 20 percent slopes, but vields n.re less. (CRpa-
l' StO11v. Thesze soils are nezrlSr lerel to very steep. Tlie uilit3- tuut IV, e-4; Loamy ran ;e site; not in a, wooclland
n11ti:11`pi-ecipit.ltion i; a~JOllt'21 111CI1es; and the fi•os't-free ~1•oup)
season is alout 133 dt-t~s. - Glenrose gravelly silt loam, 20 to 55 percent slopes
Glenrose ~oils are used for ~r1in, peas, lent.ils, ce~et~les, (GrD).-Tlus soil holds r to 9 inches of w~.ter thlt pltints
lf.tilfa; and gTiss, and for z'Izing. . c.1.n use. Surface i-unoff is rapid, and the erosion ha7.'Ird
Glenrose*silt loam, 5 to 20 percent slopes (GpB).-Tliis is %vere. -Included in nlapPiucy rcere arezs of Bernhill
soil occurs"on glaciated upllncls in the east-central p:irt of silc loam, 30 to 55 percent slores.
. .
. .
.;t.- . -
. .
•lr.1-I;.°fint✓=,. _ ~
.`~t+'Y,,"~~~'~_.i" ' `h - _ ~ /
, {ML.
' • : - .
_ ~~r~~y.^^'~~- •5','~" ' - • . - , j
; -r x Y•j~'`t.~Y., e . ~y~
"t' - •L+ J1 V~/Y~♦ . . . 1.c"" , • - . . . . " • - . , _ -~R ,
~
% 74 SOIL SIIRVEY
r- - TABLE G.-Brzef descriptions of soils and tlceir
L ~
• Classification .
~Iap Dept.h Soil natne DesCriptioii of soil and site fro~li
srinbol . surface -
. liSllA texture
In. .
' DsC Dragoon ston}• silt loarn, 0 to 30 percent Similar to Dragoon silt loam, 0 to 30 percent •
slopes. slopes, except that the surface lay-er is ston}-. -
DsD Dratroon ston}' silt loam, 30 to 55 pcr- • -
cent slopes. ,
DvD Dragoon vcrv rocky complcx, 20 to 55 Dra~oon part similar to Dra~oou silt loam, 0 to
percent slopes. 30 percent slopes, except thnt depth to bed-
rock r;unges froiii 10 to 20 inches. I~.ock out
crop iucluded in tltis complex.
Ek8 E101k;1 52It IO:IIla, 0 to 20 percent slopes. lledium-tex'tured; well-drained soil formed from U to 24 ; ilt, loam_
. glacial till containing 1 large amotuit of vol-
canic zi:.h in the siirface 1.1ver; underlain bv 24 to 44 Grivellz- lo;ttn_______
gravel at deprh of 30 to GO inches; occzipies 44 to 53 Very gravell}- s1ndy
12nciiil zting, morainelike topographr. loain.
53 to GO Gr1re1-------------
EIC Floiba x-er}- stonv silt loam, 0 to 30 per- SiiUillr to Eloika -ilt lonni, 0 20 20 percent slopes,
ceiit slopes. except that thev- Zre x-eri- stony throitt-hout. ElD Etoika vci•t• stony silt lonm, 30 to 55
pcrcent slopes.
Em Einde►it si1L loatu. Medium-textured; sonien-hat, poorly draineci, 0 to 26 Silt 10:1111 _
:itk:iline soil foriued in ;Zllttviuiu frotn cZlcar-
euu= zilt, volcanic alsh; and diatonite; depth 26 to 41 ~ N"erv fine saud~-
to «-:~ter inhle fuccuates irom near the sttrf~lce ! lo:~m. ~
. to about 6 feet. 41 to GO ~::z»ciy cl;iy lo;zm_
Fao Frecman silti loam, t _
.5 to 20 perccsit Ve;•y deep, moderatell' n-ell tlr.Zined tilalatid soils 0 to 22 Silt• loam _ _ _ _ _ _ _ _ _ _ _
slope,. • wi-Lh mediti m-tex tured surface 1-a~-er auci uiedi- ~
Fa33 Freemau ril't lo:ltn, ~ to ?(1 pcrcciit um or n2ocleratel~- fine texttired subsoil; formed ?2 to 72 Siliv cI1~- loanl______
slopes, :e~-erel~- eroded. from silt on rolling i0 ~11IIi" LlpI:1l1CL5. ~
FaC3 rreeman cilt loam; 20 to 30 -percent ~ -
slopes, ;everely erocled.
Fm Fresh water inarsh. Sh;1llow; swampy, intertnittent ponds and
frinize~ around l:lkes th:ii have a 8uctuutin~ ~
R-;~ter table. En-ineerin- cl;tt;ti is itot gi~•en, }
. a~ lqnd trpe is too variable.
GaC3 G:irfield silty clay lonm, 0 to 30 percent I"err deep, Niell-drained soil developed in Ioess 0 to S 4-iltv clay loanl______
slope:, severely erodeci. on rideerops ancl knobs on the rolling to hilly S to 23 tiiltr el,1ti-___________
itplancis in the P:ilouse soil Zre.i. 23 to 60 tilty clczy loaui______
GgA Garrison gravellp loam, 0 to 5 percent Gravellr, meditun-tettured, somenh.zt etces- 0 to 13 Grave11v loam_______
slopes. - sirely dr.iined _oil- formed in gra~-e11<< gllcial 15 to 44 - Z%er~- gr~vellv loam_ _
G~6 Glrrison grnvell.- loam, j to 20 percent out\,j:izh material frotn a varietr of acicl, 44 to 60 Sand, gravel, and
. slopes. i-neous pare»r rock; on ne:irlr lcv~el to mod- cobbleStoneS.
er:3te1y -loping terrnces; ciepth to Illl\tliCC Of
' Z:lnd, gravel, and cobblestones rnnoea frotii
to 3 feet.
,
~ Gm$ Garrison retr ~r;t~•ell~• loam, 0 to S fiirnil:~r to C.arrison gravell~- loatv, except that 0 to 15 A"er~- -r1~•ell~- loani__
r perceiit slopes. the surface laver is very gravelly. 15 to 44 Y-erv gravell.- Ioam
44 to GO Sand, a avel, and
' cobblestones.
Gn8 Garrison ,--ery ston}• loarn, 0 fo 20 Similar to Garri-on jrnrell.- loam, except that
pcreent slopes. the surface l:zyer iz t-ery stony.
- G pA Clcnrose silt Ioam, d to 5 pcrcent slope;. t'ery cleep, nnediurn-tecturecl, n•ell-draicied soil; 0 to 72 Silt loam
Gp8 Clenrosc silt loam, 5 to 20 perccnt slopes. foruzed from acid igneous glnciAl till; surfsce '
GpC Gleiirose silt loaln, 20 to 30 percent la~•er influenced b}• loess anci rolcanic ash; on slopes. fientlr rollin(v to steep uplancls. ?
GpD Glenrosc silt laaczi, 30 to 75 pcrecrit slopcs. :
~
. _6_ . -
- SPOKA'VE COIINTY, SYASHI\iTGTON 75
estimated physicad and chemical properties-Contuiued
Classification-Continued Percentabe p:i...cing siex-e-
. • Available -
Permeability n•ater Reactioa Dispersioii Shrink-swell
\To. 4 \o. 10 \o. 200 capacity (1:5 dilution) potential
linified AASH0 (4.7 mm.) (2.0 mm.) (0.074 -
. mm.)
In. per hr. Iit. pa in. oJsoil pH
\IL-CL____ _1.-4 Sa to 95 SO to 95 60 to 70 (1. S to 2.5 0. li to 0. 20 G. 1 to G. 5 Hi-h------- Loiv to mod-
. cr.ite.
S-.\ I________ A-4------ 7.5 to 85 40 to SO 35 to 50 l). S io 2. 5 0. 12 to 0. 14 6. 1 to G. 6 High_______ Low.
G_l[ A-2------ 30 to GO 20 to 50 5 to 15 .5. 0 io' 10. 0 0. OG to 0. OJ 6. 1 to i. 3 HiUh___ Low.
GP________ .a-]------ 2.5 to 35 10 to ?U 0 to 5 >10 0. 04 to 0. 06 G. G to i. 3 Hi-h------- Lo«-.
t
~
~ . .
,
d
1IL-CG---- :1-4 9.5 to 100 90 io 100 90 to 95 C}. S to 5 0. 17 to 0. 20 ; 7. S to 9. 0 E I-Iig}1------- L0w CO I110C1-
• ~ CI':IIC.
\IL________ A-4 95 to 100 90 io 100 60 to 70 C". S to 5`• 0. 17 to 0. 20 ~ Y. 4 to S. 4 3 'MocEer:Zte___ Low.
~
~C-'L.,s------ :\-G------ q~a to 100 '90 to 95 S-5 to 90 0. ? to 0. S• 0. 11 to 0. 20 G. G to 7. \Iodcrace.
, . ,
,
\[L-CI,____ A-4 9.5 to 100 90 to 100 SO to 90 1:1. to 0. S F 0. 1; to 0. 20' G. G to 7. 3:-Moder:t'ce___ Low io"moci-
i ~
~ er:lte.
. ,
' CL________ A-G------ ~J:~ to 100 90 to 100 SO to 90 <0. 0~; 0. 17 to 0. 20 6. G to 7. 3 T.o«•_______ Moderafc.
!
~
i
. ~ ~ ~ .
, ~ .
- ~ ,
! j .
CL-------- A-6------ 95 to 100 90 to~100 90 to 93 0. ? to 0. S~ 0. 17 to 0. 16 3 6. 6 to i. 3 LoR-_-Moclerate..
CH________ :k-7------ 95 to 100 90 to.100 90 to 95 05 to 0.2 0. 14 to 0. 17 ; G. 6 to 7. 3 Low I-Iigh.
~
CL :k-G------ 95 to 100 90 to 100 90 to 95 (1. ? f o 5; 0. 17 to 0. 20 ~ 6. 6 to 7. 3 Lon-_ 1Iodcraf e..
~ •
S\I-------- A-4------ 6 5 to 85 40 to SO• 35 to 50 O. S to 2.5 0. 12 to 0. 14 6. 6 to 7. 3 ltoderate Loxr.
G'A i________ A-Z------ 45 to 65 30 to 60 5 to 15 5 to 5.0 0. OS to 0. 10 G. 6 to 7. 3 1lodernte___ Low.
GP________ A-1------ 25 to 35 10 to 20 0 to 3 >10 ; 0. 04 to 0. OG G. 6 to 7. 3 Hi-h------- Low.
C1•L-------- a-3------ 30 to 60 20 to 50 5 to 15 5 to 5. 0~ 0. OS to 0. 10 6. 1 to 6. 6 _ltodeiate___ LoR.
C.'-\ I________ A-2 4.5 to 65 30 to 60 5 to 15 5 to 5. 0! 0. OS to 0. 10 6. G to 7. 3 fodera te___ Low.
GP________ A-1------ 25 to 35 10 to 20 - 0 to 5 >10 0. 04 to 0. OG _ 6. 6 to 7. 3 High_______ LoNr.
\IIrCL____ A-4 SO to 95 75 to 95 60 to Sb 0. S to 2. 5 0. 17 to 0.20 6. 1 to 7. 3 'Modcraie__ Low to
I]lOdCl':1t@.-
~
.
. ~ ~ .r - •
- - - - - • _ ~ . _ _ . - - - - - ~ . _ - _ - . _ . - .
~ SOIL Sti RVEY
TaBLE 7.-Inlr•rprci«Gion of enyi•nevinq
~ :~~1• ,
I -
Suitabilitv as soiircc of- fc;Ll,l[PG5 :tfTcctin;-
,
tOil :Cricti Or Lv p(~, I~~arm
i~icl tll;tl) SN'TTII3OIs poncls
• Tc,n_oil sa:,cl F Gr:lti•cl 1 Ro.1ci fill I4igtin•ati- locztion Dikes or lcvces ~
~ -
Reservoir nrca
, .
. .
Ir:tgroon (DrC, ' Go od t o \ai 4-z ,.it_ \ot suit- F;?ir to AIoderlte to 't•err liiah Lon- stsbilit•v• 'Moderate to
DsC, DsD, ; Doc:-. a}) le. able. L-00c1. stiticentihilitr to ~ semiper%•iotis to moder:ltel3'
Dv D). frost. action;~ mod- im1wr6ous E rapid perme-
~ eraic to mouer3tely when coni- ( abilitv. -
j rapict perilleeibilitr; p.tcted; lo~~- to
: lo~~• to mode►•:~te ~ moderate
; shrink-;well shrink-swell
potential. no'tcntisl. ;
' ~ -
:loika (EkS, E(G, ~r------ Not S~:ii- ~i:~ra1~1c ai Good----- _lloc;crate io hig~i sti;- Lo~~• st.~hilitr: I~IoderltetoN-er~-
E! D)' able. de-ntli ctptibiliiy to l?'oz-t• scit:ircrN•ioui~ to ~ rapid perme-
~ «reatei• :tction; nioc'_erate zo imPei•rions abilifv.
th.31` GO very rapic3 J,ei•me- wtiell coctij);et-
,a
:ilclle.i. abriltr; lun- to mo:'.- ed; loiv ta moc'.- ~
er:ire~shrink-n•ell er:ite sl;riiik- . ~
peienti::l. swel) t,otellti:1l.
u
~
i
:u}cieiic -;zi!t lozua ' F:~~r------ -Not zuim- \or suiia- P~or----- I"er.- 1;:;,a stt_:zcentihil- LcNv stability; i!::- -Moderate to '
a
ble. ble. iiv to frozG 1CL107; pervion> xther uioderateh- A
I110Cie1':1t2 t0 1110L- compacted: lo«- slow perir_e- ~
' .i:Me=y slon- permc- to moderaie abilit~•.
~ :iUilit~~-; lo~- tc I~?oc?- slirin';-=~~•ell ~
' c•i:i'te:hrink-_\ve,l i;otenti:ll.
~ potential; saturncrc: ~
~ i:t winter atid spi•irz,.
_ • ` ~
,reeman (FaB, F:~ir t0 10L• si:ii•a- \et suitn- Foor___ \ioc~erace io ~-err i~ig~i ~~Ioc,erate s~abil- 1loderate1v slow
FaB3, FaC3). rocir. ble. ble. suscepiiuility to if•y; i►npeiwious to %'Er}• slo«- ~
frost :iCItOIl, moder- n-3?en compsct- permenbility.
ately slow to ver.- ed j low to mod- p
slow pFrineabiliry; er:►te Sl:rinl:- ~
low to moderate swcll Potent.ial;
siiririk-sR-ell poiei:- soils crack n-hen ,
ti1l; s.tturated iv (in-. '
spring. .
Garfield (GaC3)___ Fair to \ot suita- \ot suita- Poor_____ Moderate to verti- high A•Ioderate stabii- Moderate to
goocl. ble. Ule. susceptibility to fresi itti-; iinpervioiis slor- perme-
actiul); mocierace to w]ien compact- ability.
slow permeability; ed; moderaie to -
moderate to high }ubh shrink- ;
s:iriiib-swell poten- s«'ell poteritial.
Garrison ( G A. Fair_ Not suit- Good belo~r Escellent_ Slight to no suscepici- Aloderate stabil- ~ioderate to
Gg6, Gm~~ ~ ~ - able: ~surface - ~ bility to frost action; ity; pervious -very rapid,l
G n B). _ layer. moderate to i erv . -when com- permeability.
- rapid permeability; pacted; low ~
low shrinb-sn ell~ shrink-sn cll
.
, potential. ; ' potentiat.
.
See footnote at ead of table - • ~
•
_q
- - aS
' • . 1 rr
.t{`•~
• • ~ ~
. ~ ' ' ' • ' . _
SPO KA\ E COIINT11 W:1SHI\ GTO\ 93
, rc,pcrlic,. oj soil.s-Cc,ntinucd
~ . .
Soil fr:,ltiires atTcctin.-Continued
!
F.tirm pouds- ~
• Continut;d ~ Agriculturzl ' TcrraceS 111C1 Sewagc di;posal
c3rainage ; Irri+zaiion - diN•ersions ~Gaterlti-aN•; felcl; 'rrZf;ic:ibilitv
i '
Ennb:iizknlCnL ~ ~ • ~ ~
Vec\- low siicar ; 'Moderate fo ~ 'Moderate in- Low resisr;lnce Lotz- re-i=tance to -Moderate to Ver~- loNti- sl:clr
sfi,►•cngth: semi- ~ rnoc3cr;ttel"* ± taL:c ratc: t,o erosion: crosioiY; rned- modcratel~~ Stre2:~_tti: lon~
pcr\•icatt, to im- : d perme- i iiiodcrate mocler;tte to Frace ~•;lter- rapid perme- Ic:ld-c:~T•r~•ins
pcrviou; When litt-. ' NN•,I tei•-liolding moclerateh- t:olclin« capac- ,ibilih•; mcd- - cap:trft~-;
eonipic.ocl: me- ~ . rapZCir"-. r;ipid pei•tiie- i,x-: %•(1_u ct lti0n ei,a ie to n.u('- luoctcr:lte to
cliiim compress- a bilit.-. c3;`~;ci~lt to er;ltely r;tpicl moder;Zte?y
lI)illi}': ?0w E-sL:l'1:I14:h excert• tir;lter-holdinc rap:d perme-
st:Ibiliiy. • on Drazoon capaCit,t-. abilicr -
. ~ • ~ilcloam.
~
Low shear sirength; ;_lioderate to i Moderate to _lloderate re-ist- 'Moderate rczist- 'Moderate to Locc sl;e;zr
SClllipfrvious to : very r:ipici ~ mocler;lTC'IY :L11CC t0 ero- to e:0sio11; i-erv rapid s t ren -,h: mod-
imperN•aous when ; pFrineabiliit-. ~ rapir.i int.ike sion; iiioclcr• !.~odF•r:~te n•ater- pcrmenbilit~•; erate to liigh
I eoln~~:le_ed; :1i7}~t ~ j r:lte; .llocler- 1te t.o \•err ho1Gir:a e:l- nioclcrnte lo;ici-c:1I'1'\'!il?
1 coinpre_z:iUilit%~; . , Zte n-:3iC'I'- I':1p1C1 pCl'illC- r):iC1Y~': X'c$Ct-~l- ~1';1(•C1'-~IOlC~lil~ capacity;~ niod-
lo~~~ =c::~ilit~•. holding cz- abilit%-. .:o?~ cli5;cult- to c:►pacit~•. erate to %•crv
~ , p.1ciiy. e.tnbli.h except r.lpici perme-
on rloika ;ilc - lbilitt-.
~ ~ ?~,:~~n. •
~
Vecw low ;iic.tY• 'Moderate to •Moder:lce to 'Moderate i•e:ist- 'Moderate i•Lzist- Moder.Yte co Verv luw :uc1i•
Strenai:i: lI11pC'1'- ~ moderateh- moder:ltely ance to eru- ance to erozioii; ilioderaiel.- siF'CIln;]l; 1110C1-
\'ious w?zen co►ii- . .lo-,A- perme- ' lzlu«' inta!;e siozi: inocle?•- very ai`~h N1• ;Ztcr- ~lo~~-perme- e~•:Zte to low
i p:lctec:: ~:iocier:lte ; z:bilizr; s:1tu- ; i•:ZCe; ~-cr~- ate to mor_ler- i~~~lclinzcap:1C- abilin-, \•crv lo.id-c:,:r~•iiifr
to higli compre~~- , F..ieCl in n•in- ~ hi~~ta «-:~ter- at•elr slo~~' i,~-; e~cept ior highwater-hold- c:1p:1C!iy: 1110CI-
ibilic~-; :loder:lze ; 1?r :131CI Iiolcli~~R cl- pcrmc:~bilic~-. -:1ti-cole:::Tir in~ rapacit}•; er:~te to mod-
Sili~'; Cl':1Ci- ' zf)I'lll,. p:lCliV. ~7)t~Cli•~; \'t_~EL~I- s:lLlil'.1TCd lil @Fi2Ce1v :10\1"
-wlicn d-;:. :i011 dlil:Ctlli to R•intei• :tud pei•iilc:ibili'ty.
spring.
~--erv lot,. _:ic:ir ' Moc?erittelr ~ ltocleratelv Aloclcrate rezist- 'Moder:cze .e:i.t. ltoder:~telc- I'er~- lo~- .hear
s~ccngtn; iiiipei•- ; =1oR to \*•crr ; ~Zlo«' to s1oR- nucc to ero- ance to erozioii• slow to '\-ei•~- ;.ti•enatn: mod-
x•ious i~:c'?Pri COi11- ~ ;10~1' T~el'I118- ' int.lke rate; sion; iuoclei•- ~-~rti- 1iiRu NA-ater? sIOAi" j)21'IlIQ- C'1';zce lo .~ci-
p:lctcd; :nedium ~ ;l::Wilit~-; s:ltii- : verv high 1te1v slow tu izolciinn capic- zbilitV; vcrr c:1i•ryinU ca-
compre_~iibility: rftted~in ; «-ater-holcling verr slon- per- ity; vevetacion high n=ster- pacitr; rnod-
inodera:e stsbil- _prin~. i cap:leit~-. nzeabilit~-. fairlr ea-1- to holding cn- erattlr -zlow to
it,v; Soilz. cracl; e,z.lblish. pzcitv; saiu- verv slow
wlten drV. , rated in permeanility.
~ SPPI!]a.
Very lon snear 'Moderate to ; lo«- iiitake llodcrate resist- lloder:ite resist- AIodcrate to Very low shear
strengi•e~; imper- _lon- perme- race; v-er~• ance to cro- ance to cro,ion; slon' perme- strength; uiod-
.•iotis R-he,i coin- abiliiv. high R-ater- sioii; moder- very hi;h ability; N•erv erate load-
pacted; medittm to holrlitia ca- nte to slow titaier-lioldin- high n-ater- carryi:ig ca-
high compre:sibil- pZCit\-. permeZbilitv.. c:lpaciir, holdin(y ca- pZCity• uiod-
itv; mo4erate veQetstion pacity. erate to slon-
stabilitv; soil f:iirlx- e.asv to perme;ibiliir.
cracks n•hen dry. . establish.
High shear strength; lloderate to Rapid inta,ke Moderute resut- Aloderaie resist- ltocleraf,e to High shear
pervious when . - ver;r rapid ~ . rute; moder- . ance f.o ero- Ance to erosion; _~~ery rapid . strength• high
~
compacted; slight_- permeabilitF. zte to lo~~ sion; moder- nioderate -t,o lolv ~'permesibility; " load-carrping
compressibilit3 ; ! wuter-holding ate to -veiv - ' water-hoiding ' - ' moderate to capacitp; .
nioderaie st.a- - capacity. rapid germe- ~ 'capacitv; t=ege- ' - low water- maderate to
bility. ability. , tation 4affficult ~ holding cA- very rapid
. ~ to establish on : pacity, permeability.
. ~ verr stony loum,
fairl~ eusy on • ; -
~ • other soils.
^~,~VRO3•~ OGY
1
li
!n ~
~ w
~
. ~
~
/ ~
/
~ ~
, ~ ' ~
~ 0. . ~
~ ~ ~
I ~ ~ ~ ~ ~ ,
~ ~ , ~ i ,
I ~
~
~
I I ~ ~ l i
I • . f ~ ~
t • ~ ~ ,
r 1 ' ~
I ~ ~ ~
, ! '7 l ~ ~ ~ , r/r • ~'1 I ~
~ ~ ' r ~ 1 I
~ ' {
~ ~ , ~ ~ ~ ~ I ~ - , ~
fi .i ~ ~~Y ~ t • ' , y I
, ` ~ a ~ ' ~ ~ ~ : ~ ~ ~ 1 I ~ 1
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I' ~ ~ ~ 1
- , , ~ ~ t~ ~ ~ ! ~ . .
~ , ~ - ~ ~ ~ I
~ ~ ' ,..--M- ~
~ ~ ~ ~ ~ .
, ~ _ I 4• , ~
_ y-- 1 W .
- ~ _ , . ~ I I ~,1
. ` ~ ~ ' r '1 ' ~
1 ~ 1
~ ~ ~ 4, o,. ~ ~ , I : , ~ , 1 ~
. o ~ ~ , ~ , ~c,,,~, 'o►~ ' • U'
, ~ 1 1 _ . , ' ' ~ ~ ~
~ ~ ~ I / 1 ,
~ ~ Sb ~ . ~ ~ ~ ~ 1 1 . . ~ ~ ~ . ~ _ ~ ~ - I a 1
' ~ ~ ~ ' I
~ I ~ ~ • a ~ ~ , ~ i ~
. ~ ~ ; ~
' N~ ~ - sar+n I ~ ~ '
~ ~ ~ ~ ~ ~ ~ ~ `
~ ~ - ~ ~ ~ ~ .-1 t ~
8 , . . ~ ~ ~ ~ - ~ • I i
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, _ . - - ~ ' I
~ . ~ ~ ~ ~ •
~ / ~ ~ ~ ~ , ` ~ • / i r 1
~ N,j~ 1~'• J ~ ~ ~ , ~
_ - ~ " 3~~~~3N~d ~ i _ -
. ` ~ ~ ` ~ I
. `
~ ~ , ~ ~
, l ' ~ ~
' ' ` . .
~ r . r
~
~ _ 'I/
or immom,
r
. ,r 100
_ .L ~ i
B A~
. -
4~41~~*64vz 2'
, - _
r
,
T~~,~~~~
~
s
zec~~ r r 1•,d ~ c ~
: 4 =
.
~ ~ ,
- - - ; r
~ f 1 A
- trI - V ~ f 7 a
~1i1
~
~~i~.:j''~~ ~fG'.~~~ ~.t~ ~ ~r'~~~ 'd•".~r~- .
II
z, z5~
N
J
h
r
~
31,A/ Ar,~. =
/jOw J ~ ~ ~ ~,.+r'-~~ ~a ~f / ~ 1.2
. ~ I
~ . ~ ~
~ .
D. ~
,
' % - ,~~gj~*- lgI c 1:5
~
2 z~0 ~ ~O - 5
~
D4M1lVQTR I hO ME TNOO ( TEha YE,hp 9TQA M DEg iQN) RRQJE CT: WIDE WORLD
GETEh1T1 ON BASI hJ DES fGN 8AS1 N: - I
REVIEWER : 'WR L
NUM6 ER OF QR'fWE t_LrS P ROPOSE D DATE : 45- May-,%
1 Si ngle (tyf~e A) 1 Qoubip (bf pp B)
Tr~l Ar-ma (calc.) (see H1) 0.74
Ti me af Conc. (cRiG. ) (see H 1) S. Co
Cr mpoStte'C" (calc.) (seE H 1) 0.77
Ti me r.rf CQnc. ( mi n)
Area ffirnesl 0.74
C' FRCfio r 0.77
!mpEn&LJS Atefl (SCl. ft. ) 26382
Volu mG P rotir.lecl 112 5
0 utf lrfitr (r..fsl 1.3
. ,
A rea * C' Faclor 0.57
K
#1 #3 #4 #5 a .
Ti riie Ti mA 1~ nsit/ Q r_ie; . V in V o ut S%t o racj p
I nr1. ! nc.
(r,~ in (aee. ) 0 nA r. i (c#s) (cu. #t. ) (cu. ft. ) (cu. ft. )
1 Irio) (,~ir, V 3) (4utf. (41-q -#6)
5. Cv 3co. cci 3.13 1.81 7 2' 3c-0. C~~
~ 3~i 31.18 1.81 7,29 3-C-0 3 39
10 bCO 2.24 1.23 8.~ 790 116
is occi J. 1.01 1011 1170 - 159
24 1 230 1. 45 0.83 10/7E 1 ~0 - 4,94
10 ~ 15-00 1 _ 21 n. 69 71nl; 1.C-60 - 9,45
3ti! 11,300 1.04 0.59 1 12O 2340 - I212
35 2100 0.91 0. 152 1142 2730 -1588
40 2 440 0.82 0.47 1169 'IJD 12 0 - 1951
+5 ^~0 0.74 0.42 1 182 3qo 10 -
50 3400 0.68 C+. 3.9 1202 3900 - 2698
55 3300 0.64 0. 36 1241 4290 - 304-Q
60 3600 0.61 0.35 1 2K 4630 - 3:'393
65 3%0 0.60 0.34 1.369 15070 - 0'17. 0 1
70 4200 0.93 0. 33 1422 5460 - 4033
75 4 -r-ri 0 0. 56 0.32 1469 5850 - 4,$1
sa 4800 0.53 0.30 1~ ~ 6240 - ~759
85 5100 0.52 0.30 1542 6630 - 5088
90 - 5400 0.50 0.29 11568 70L20 - 55452
95 5700 0.49 0. 2~ 1620 7410 - 5790
100 6000 0.48 0. ~ 1~'G 7800 - r3130
DRAIIVAGE RC)h1D CALCU LATIONS .
Reclu irecl g mssy svralEpon cl at,artt~je vnl u rrie
= I mpQruiQUS Area x.5 i n./ 12 i nA. = 1124 cu. ft.
Grassy stoale 1aQncl volu me pronridecl = 1125 cu. ft.
-H-
aR~('+1VE l.L R EQU( RE Iti11ENTS -10 'rEAR GES {GN STOR M t0aminiu ni starRge requi recl 13y Bcmrstrin g _ 339 cu. ft.
Nu nibpr R nr_i b/pe of Dnpod la RQclU IfpcI = 1 Si nglA
1 Doubie
_
T IN1E OF CONCENT RAT1 ON (m in utec,)
Tc (werlancl ) TG f gutt,er~ A m-es "G"
ot= 0.15 L2 = ri 4. 62- 0.-CIO
zl = 0 0.12 0.10
Ll ~kj = 271 r.~ _ 0 0.Ni 0.CCt
N(A) = 0.016 B= 0 0.00 0.00
S(A) _ 2.16 n = 11 0. Co 0. Co -
s = a 0. Co 0.00
Tc (A) = 0.25 cl = 0 0. cci G. GG
Total A Crmp "C'
0 To (gu ) = 0. Co 0.74 0. 7
N(B) 0 Tc(A+ B) _ 0.25
S(B) = 0 1.81
Tcttot.1 = 5.00 Q(est ) = 0.00
Tc tBa = 0 1 r~ nsiV = 3.18
Tc fto tal ;I = Tc, (me t1a n ti) + Tc (g utber) Tr (cfu-e riRncl ) = G`t*(Ll '"N)S ' 0. 9) ' 0. 6)
Gt = 0.15
L1 = ton!-:jth of Overianct Flr-mo
N= f rirAon facbo r r~f overianr_i f(an~Y (A #a r Rti~ rage g rRS~ cmpr)
Rveragp sIQpe af ove dfin cl flvw
To (gutter) = Len oh (ft. )tVeIccity ftk;ec. V60
E= S ottoni tili ctth af gutber or cIkh
Zl = i rn,p- r--,a- r-rf cross s{ape on p af clitrh
Z2 = i rnve r--~e af Gross sfope too orf cli-bch cl = cl~lAh af flcf,Y i ngutt,er (eeti mat,e, check esti matcatiyith Flaw) .
REM = r.lT +d "W JZ1+M) '
A
Wett,er_I perimeter = B ''U+ (Ys in (atn ( 1IZl))+ llsin (atn(UZ2~))
I'+qCI iRu lIC RRCII US = R=AresWettecl Pe ri mete r
VElacity = 1.486In*R ^.667*s ^.5
F IDn = Vp(ocfi/*A rea
n = 0.0 16 fo r asphRtt
~ = langitucli n,Ql slope of gutber
_ _
_ I
~ l~
j7 -
r/ / ~~L.i~Y / f/fll ✓ / j / ~G'` '
«s<2~
f/
. _ f ~ ~ ✓,~'<i, l ^ , ~ z
, - < ~ ~ i o •
~ - _ //t ~
~
~
~
° /Gi11~ /r ~/J ~ I~~f~;'•/. ~ •
2
IA
r ~O ~ L > ! ~/.s'7• ~7C `i L ~~.`.~~~i~~ 1 . . ~f._. ~
~
i
,
~J/I~ / ~ / ~~~1e+ .
~ .
~
. _~B _
90%YsTR 1NG ME THOD (TEN YEAR STOR M DES iGN) PROJE CT: 14(IDE 'WOR LL
aETENTI ON BASI N DES IGh! BASI N: - II
REVIEWER: 'VVRL
haUM6 ER OF DRYWE l.LS P RQPOSE D DATE : 0 1 - MRy - ~
1 Si ng(e (tl13p A) 0 Double (type 13)
Tatal Area (caIc.) (sAE H 1) 0.04
Ti me af Conc. (c,aic. ) (see H 1) 5. oC,
C4n1p4Sfte'C" (ca1r1. ) (see H 1) 0.90
Ti nie of Canc. (nii n) - CO
Area (Ac res) 0.04
-
C' Faclo r 0.90
.
in~~~~ervious Area (scl. ft.) 1 -715S
Valu me F rovicLmt! 7 15
0 utfiDfr fcfs t 0.3
A rr_ * G" FactQr 0.04
#1 #2 #3 #4 #5 #6 #7
Ti mp Ti nie f rtp- n~i~j a r_Ic-v. V in V v ut -Sloragp
! nc. I nc.
(n) in.~ ~ 3 c- . ~ (i nA r. ) (cf s) (cu. ft. ) (cu. ft. ) (cu. ft. )
(A 1C, *#3) (Ouff . *#2) (#5 -#6)
5. cri 3Clo. CD 3.18 0.11 46 Q0.0 0 44
C; 3co 3.18 0.11 46 90 - 44
J
■ 0 L Y a+ 2.24 0. 1IL 57 ~ -30 - 12CJ
1~"J 900 1.1-7 0.06 64 2~'1 -'206
20 1 ~..'~o 1.45 0.05 a8 360 2 95 1 Qnr, 1.21 n, C4 70 450 - f:80
30 1800 1.04 0.04 71 ID-40 -469
35 9 100 0.91 0. Ce 72 63G -558
40 2440 O. G2 0. 03 74 7?0 - 646
45 ? m 0 0.74 CO ?!5 : 810 - 731;
50 3000 0.68 0. c c 76 900 - R-24
55 3300 0.64 0.02 78 990 - a12
60 3600 0.61 0.02 81 1080 - 190 9
65 3 Q'?0 0.60 0. c Q 86 1170 - 1094
70 4200 0.58 4.02 9C~ 1260 - 177ri
75 41500 0. % 0.02 93 1 360 - 1257
80 4900 O. Ea 0. C2 -04 1 440 - ~346
es 5100 4. E2 0.02 . 97 1 F33 4 - 1433
90 - 5400 0.50 0. C2 99 1620 - rt521
95 5700 0.49 0.02 102 1710 - 1648
1 QD e000 0.48 0. 02 1015 1800 - ~695
DRAINAGE PQhJQ GALCU LATIONS
RQClu inecl g rassy smie pon cl storRCp vol u me = I mpervious ArLma x.5 i n.! 1211 njft. = 73 cu. ft.
~'a rassy svrf3le pontl valu me prcvit{ecl = 116 cu. ft.
-/9-
DRYVVE LL R EQlli PE MENT S-1t} YEAR DES lGN STOR Iti,1
NhAniu m storage rec) ui recl iy Ban,stRn g _ 0 cu . ft.
t--au mber a ncl b/pm- af D npor-4 is Rpclu ire cl = 1 Si ngle
G Double
_ ~j -
T IME OF CaNCEt•JT RA.TI Ot-l (ni in utc-s )
Tc (ah,,eriRncl ) Tc ( gutber) A rGes "C'
ot = 0. 75 L^ = 0 0.04 rl. a0
z1 = 4 0.00 G. Co
L1(A) = 42 22 _ 0 0.+GD 0.CCI
N(A) = 0.016 B= 0 0.00 0.00
S(A) = 2. 6? n= n n. co ri. CO
- s = - 0 0.00 G. 4G
Tc (A) = 0. Ce cf = Q 0.00 0. cCi
Tcrtil A Caml) "C'
Ll(B ) _ 0 T~ (g.u ) _ 0, rC) 0. r4 0. a'.)
N(B) _ 0 Tr(A+ 8) = r'O
S~B) _ 0 0 =C*1"'A= 0.11
Tc(tct.) _ S. u.~ Q(est ) _ 0. oci
Tr (B) _ ri. 0
! rTn nsit/ _ 3.18
T c ( ucital;1 = Tc (miv tlqn r_() + Tr, (guttpri
Tc { cn,erlRncl ) = C`~#N Ll *t4ro ' Q. a) ' 0.6)
ot = 0.15
Ll = Le ngth ofi OfQriRncl FIc~+Iv
N = fricbon fiv.-to rd otQriand f[cno t;A fo r Rve racte 9 mss cmpri
S = Rverage slojae crf cA,p dan cl flcw
Tc (gu#tpr) = l.En c3th (ft.,Weiocity (ft1spc. ;0Q
B = B otton) wi cfth of gut~r or clkh
Zl = i rn,e rse r~ crc,ss sl4pe on A crf r_litich
Z2= i rna-e rse of cross slol3e troo of clitch
c! _clelAh of flow i n gutber (esti n3ate, check esti mate -i,Yfth FlmY)
A P-a - r_iT +c! ^2P2''(Zl+Z2a ~
Wettiec) perimeter = Bl~c1+ ( lJs in (atri (l{Zlll+ lisin (Rtnt l[Z:2)))
F-tvcl mu iic RRCIi us = R=ArepMet-bec1 Pe ri niete r
VeIocitf = 1.486/n*R " .n67*s .5
F lcnx = Veio cib/*A rp-e
n = 0.0 16 fo r Rsphatt
= Iongitutli ne1 siojae o# gutber
r
- z~ -
_ ~~~1~
~
_zz-
~
~
: ,~~.~~I~►~ ~ -~~.5
J
~ Y+ es' # R +tlc ~6+'J l / 3 {.f+. ✓ f ~ f ~ ~{JJ yi~ ~ ~ f fFJP ~P ~
~ f ~ r ~ ~ ~ .r ~ .r _ i ~I- f . .
-1~-
i ~ i''{~ ~ ~~r~~~~•f ~ ~ . ~~~1~ ~D
_ , _ ~ ? f1~/'1'] r-r~/c ~,~~1~~:'l,~j f • f f Af C~~'~ ~/7 ~ ~ f~'~°- Y + ~~~c~.~~'
f
,
! i
~ ~ .
~i~ l : ~ ' ~ a
t
,
i
~ _ _ _ . F . Ir~~~~~ ~ . f~~ r~. ~ ~'r.~'
~
~ • f- ~ ' ~ ,r ~ ' > ~ ~ ~
~ • - ~/'L ~ ~ J ~ I.'~ J ~ fr . ~ ~ ~ ~r /~~.1_R : .~t
~
i • - " -
~~/,O T°~'I~f'
f
~-yz,// /c rAG~
~
~
AI~
- ~ ~ 1~41 4~5 ~ .
.
: ~
~
gartrSTR i NG ME TH00 (TEN YEAR STOR M DES IGN) PROJE GT: WIDE WOR LD
DETENTI Oha BASI h! DE51Gh# BASI N: i& 11 I
REVIE'VYER : VVR L
NUMB ER OF DR%fVVE LL2) P POPOSE D DtfiTE : 05- MRy- ~
? Si ngle (b/pe A) 1 DQUbIA (-b/pQ g)
Tr-itil Arc-~ (ca1c.) f sae H1 i 0.95
Ti n7E rrf Cano. (r.afc. ) tsee H1) 5. cri
Composite'~,~' (calc.) (seE H 1) Cl. 9G
Ti nip of Conc. ( nii n) C;. CO
- A rr_a (A,- rps) 0. .
C' Fa r-tc.i r 0- EC,
impen; iaus ArEa (scl. #t.) ?61 55
Voiu niG R rcnriciGcl ~ ~21;
O uff Icnlrr (r1fs) 1.6
A rea * C' FRr_:tor 0.76
#1 #2 #3 #4 #C; #6
Ti nie Ti rnp I rrln nsit/ a r_lev. in V out ~'t o rk- 1 e
I nc:. inc.
(m in ) (i n.!h r. ) (r~s;~ (cu. ft. ) (cu. ft. ) R~::u. ft. l
(#1 '160) (A A--', *#3) (Outf. *#2) (#5% -#6)
5. 300. C ~'J 3.18 2.41 970 4 CO 4~~
~ 3cri 3.18 41 970 400 490
10 6GO 2.24 1.70 7 194 960 2.34
is gCo 1.77 1.34 1346 1440 -94
20 1244 1.45 1.10 1433 1 -C.Q 0 -Q7
1 SOO 1.21 0. c% 1471 2400 - 92/9
30 1900 1.04 0.79 7 t-o 1 2880 - 13?.9
3 5 2100 0.91 0.69 1521 3360 -1839
40 2440 0.82 0. 6 2' 1557 3384 0 - '-33
; 4.5 9 700 0,74 Cl. 56 1 574 4320 - ?'-746 ;
3000 0.6s 0.52 1601 4900 - ~
5 3~0 0.64 0. 49 1653 5280 - 3527
5 C
64 3604 0.61 0.46 1714 51-60 - 4446
65 3 aD0 0. 6n. 0.46 1823 6240 - 441?
70 4200 0_ 53 0.44 1894 6724 - 49a6
75 4500 0. 5% 0.43 1966 7200 - 5244
:30 49QO 0.53 0.40 1972 7630 - 57/ Ct3
85 C; 100 0.52 0.39 2 Cr!) 3 8160 - 610?
5 40 a 0.50 0.38 2C*38 8640 -
95 5700 0. 4-0 0.37 2 158 9 120 - 6962
- 100 6000 0.48 0.36 t~~ 9604 - 737
aRAINAGE POND CALCULATIOh1S
Reclu irecl g mssy swa1e pon cl stc,rage unl u nie
= i mpervious Area x.5 i 0 12 i nJft. = 1506 .u . ft.
G rRS-,,y svxale pand volu me proviclecl = 1125 cu. ft.
_zy-
GR`fIA/E LL R EQUI RE MENT S-10 `(EAP GES IGN ST4R M
Nk;~m u m storac~e n--mclui rec! f:~j Bc1t,ntrin ci = 490 cu. ft.
hau mber a ncl bfpp- `1f D r-por-4 1-7 Reclu irGd = 2 Si ng(A
1 D4ubip
-z~ -
T IME OF CONrEfi•aT RAT! ON (ni in uter,)
Tc (Dfp- riancl ) ~ Tc (gut#-Prj A m-es "C'
Ct = 0.15 L2 = ri 0.83 0, cx',
Zl = G 0.12 0.10
r 0. i.o 0. CIO
Ll 211 Z _ ~1
N tA;► = 0.016 B _ 0 0. L"O 0.00
76 n= 0 . 0. co 0. Co
_ s = 4 0. cci 0. OCI
Tc (A) = 0. ~ c1 = ~'.0 0. co 0. Cri
Tctfil A t;oni~) "C'
L1(B ) _ 0 Tc (yu ) _ 0. C0 0. C.6 0. 9 ti
N(B) _ ri Tc(A+ B) = 0.25
S(B) = 0 ~ 0 = C*1 *A_ 2.41
To(t 1t.) = 5.00 Q(est 0.00
Yc (B) _ 0,0 i rrtensit/ _ 3,18
Tc lfiotFf i= Tc (a,e rian r_I) + Te. f gutber7
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S P O K A. N E O U N T Y
PLANNING DEPARTMENT WALLIS D. HURE3ARD, DIRECTOR
February 8, 1995
To Whom it May Concem:
S u b j ect : AIE-2-95, Zoning Code Interpretation of specific conditions of approval and
modification/review of a previously approved site plan.
Issue: Denny Christenson of Denny Christenson & Associates, has requested a written
interpretation of the Spokane County Zoning Code as it applies to the conditions
of approval attached to Zone Reclassification ZW-190-77, and for mod.ification
of a previously approved site plan. (See enclosed proposed site plan)
Background: Mr. Christenson's request has been submitted pursuant to Chapter 14.504.040
of the Spokane County Zoning Code and perta.ins to the specific conditions of
approval attached to Zone Reclassification, ZE-190-77. The zone
reclassification from Agricultural Suburban (AS) to Residential Office (R4) was
approved by the Spokane County Board of County Commissioners on March
3, 1980, and the conditions of approval for ZE-190-77 require that the property
be developed in substantiai conformance with the original site development
plan. Mr. Christenson's request explains that the existing property owner has
outgrown the existing office space and wishes to expand by adding on to the
existing office building and ma.king minor modifications to the original site
plan. Specifically, the revised site plan illustrates modifications to parking
areas, landscaping, building location, and an increase in the total square footage
from the original site development plan. The original site development plar.
illustrated an existing house, garage, office, shop, storage building, and
jprc?nosed office build.ing consisting of 24,760 total square feet. The original
site development plan also illustrated the proposed office building as a separate
structure located at the northern portion of the site. The revised site plan
submitted by Mr. Christenson illustrates three (3) total structures including an
existing office building, storage building, and the proposed office building
consisting of 27,000 total square feet The revised site plan illustrates the
parking areas on the southern portion of the site whereas the original site
development plan illustrated parking throughout the entire site. The revised site
plan also illustrates landscaping strips around the site perimeter and a new
section of a six (6) feet high wood fence along the east property line, whereas
the original site development plan illustrated less landscaping and fencing.
Response: After review and analysis of the original site plan, conditions of approval for
ZE-190-77, and the revised site plan, the Planning Department has detennined
1026 WEST BROAD1VA1f ANIENvE- ' SFOF:ANC. Wns}iINr,roN99260-0240 •(509) 456-2205 • FAX: (509) 456-2243 • TDD: (509) 324-3166
,
Denny Christenson
February 8, 1995 Page 2
that the requested revisions are permitted, as authorized by Section 14.504.040,
of the Spokane County Zoning Code. The proposed site plan revisions arr,
minor in nature, consisting of a relocation of proposed office building,
landscaping, parking, and an increase of approximately 9% more total square
footage than the original site plan. The proposed revisions do not increase the
intensity of the use, and are consistent with the existing underlying zone
classification. Therefore, the request for mod.ification to a previously approved
site plan is hereby approved.
Justification: Section 14.504.040 (Interpretation of Zoning Change Condition) states "the
following alterations or additions to approved site development plans for zone
reclassifications are deemed to be minor in nature and may be approved
administratively by the Department if the changes are not contrary to the adopted
findings and conditions."
1. Addirions to buildings, provided that the increase in floor area is less than
ten percent (10%) of the total floor area of all buildings on the approved site
development plan and the add.ition(s) does not exceed allowable densities of the
underlying zone or requirements governing building coverage; andlor
2. Minor adjustments to building or structure locations, provided that the
density or intensity of use is not increased and dces not significantly affect
adjacent uses; andlor
3. Changes in parlang areas, provided that adopted regulations and cond.itions
are met; and/or
4. Modifications in landscape plans, provided that required percentages of
landscaping or open space are not reduced below those prescribed in this Code
or as approved by the Hearing Body
Changes to approved site development plans other than those listeri above will
require a public hearing before the Hearing Body. Any person aggrieved by an
interpretation regarding the circumstances above may appeal said interpretation
to the Hearing Body under Section 14.412.041 of the Spokane County Zoning
Code.
From the above criteria, it is clear that the revised site plan does not increase the
intensity of the permitted land use and does not significandy affect adjacent
propcrties. The relocation of the proposed office building does not exceed the
ma~cimum building coverage allowed by the underlying zone, and does not
increase the total floor area by mare than 10%. In addition, changes in parking
areas are specifically petmitted by Section 14.504.040 (3), provideti adopted
regulations are met and the revised site plan provides the required number of
parking spaces for the uses on site. The landscaping and fencing modifications,
as proposed, provide more landscaping, buffering and aesthetics than the
original site plan. The revised site plan is consistent with, and maintains the
development concept of the original site plan.
Denny Christenson -
February 8, 1995
Page 3
Summary: The Planning Department has determined that the proposed alterations to the
original site plan are minor in nature, are consistent with the criteria provided by
Section 14.504, of the Spokane County Zoning Code, and are not contrary to
the adopted findings and conditions of ZE-190-77. The above cited secrions of
the Spokane County Zoning Cale, zone reclassification file ZE-19a77, and the
original/revised site plans are available for review and copying at the Spokane
County Planning DepartmenL
Appeal Rights: This is an administrative determination of the Spokane County Zoning Code
pursuant to Section 14.504.0(}0. As such, it is required to be sent to the
applicant as well as adjacent property owners/taxpayers and is appealable under
the provisions of Section 14.412.041 of the Zoning Code. As stated therein,
such appeal request shall contain reference tio the specific decision or
interpretation contested and shall be delivered to the Hearing Body at the
Planning Department office no later than twenty (20) calendar days from the
date of the written decision of the Planning DepartmenL The fee for such an
appeal is $215.00.
S incerely, i
~
stacy Bjo
Planner II
pc: Steve Horobiowski, Current Planning Administrator
File ZE-190-77
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SPOKANE COUNTY PLANIVING COMMISSION
North 811 jefferson .
Spokane, Washington 99201
March 21, 1978
Honorable Board of County Commissioners
Spokane County Court 'rIouse
Spokane, WA 99201
Gentlemen: .
At the regular hearing of the Spokane County Planning Commiss ion on
Friday, March 17, 1978, at 8:30 A.M. to 12:00 Noon, reconvening at 1:30 P,M,
to 5:00 P.M, in the Health Building Auditorium, Room 140. The enclosed action
was taken and is recommended to the Board of County Commissioners.
Members present: Mro McCoury; Mrs, Byrne, Mrs. Rawlings, and the
Messrs. Kennedy, Quigley and Thomas. Planning Staff present: Dayharsh,
Fergen, Sweitzer, Wesche and justice. Engineer's Office: Finneya Prosecutor's
Office: Emacio.
Sincerely,
SPOKANE COUNTY PLANNING COMMISSION
Ted McCoury, Chairman
Fred L. Dayharsh, Planning Department DitE ctor
FLD: kj
Official minutes and record of action .
taken by the Spokane County Planning
Commission at thefr regular heari.ng
held on March 17, 1978 0 .
MINUTES OF THE SPOKANE COUNTY PLANNING COMMISSION HEARING OF
MARCH 17, 1978.
WHEREAS, the Spokane County Planning Commisston dfd -hold a public
meeting on March 17, 1978 to consider the testimony and requests of several
applicants, objectors and other fnterested parties concerning the below referenced
zone reclassificatfons and other Items of business, and .
WHEREAS, at safd hearing opportunity was afforded those favoring and
those opposing all items of business, and
WHEREAS, Mc. McCoury, Mrs. Byrne, Mrs. Rawlings, and Messrs.
Kennedy, Quigley and Thomas were in attendance and constituted a quorum, and
WHEREAS, the Spokane County Planning Commission fully considered the
testimony givEn, the environmental review, and all other evidence presented,
recommends to the Boa:rd of County Commissioners the following: -
1. Request by Boundary Review Board for Policv on Annexationo
Mr. McCoury reported that the Boundary Review Board wished a statement
from the Spokane County Planning Commission as to thelr poltcy on annex-
' ation °af ,County land- to the Cityo The reason for this request is the proposal
by Bantz, et al to annex 135 acres of land at Five Mile to the City which
is presently being considered by the Board.
After discussion by the Commission members, it was the consensus of
opinion that the expansion or non-expansion of City Limits is not the
concern of the Commission - it is up to the citizens to decide on whether
or not they wish to be annexed. It was agreed that a poiicy was not needed
by the Commission since annexations are governed by State law.
2. Tofnt Meetina with the Board of CountY Commissioners.
Mr. Dayharsh announced that a joint breakfast meeting with the Planning
Commissfon and Board of County Commissioners is scheduled for March
27, 1978, at 7:00 A.M. A notice will be sent to the Commission members `
within several days to inform them of the place of the meeting o The purpose
of the meeting is to discuss progress to date in terms of new regulations,
and more specifically to discuss the Hearings Examiner Commlttee and
ordinances which have been developed.
3. Report on C omms s ioners' Action,'
john Sweitzer of the Staff reported on two proposed zone changes which had
been considered by the Board of County Commissfoners o
ZE-110-77, Agricultural to Multiple Family Suburban zoning proposed by
Guthrfe on the north side of Mission Avenue and East of University Road-
was referred to the Board of County Commissioners without a recommenda-
tion because of a two-to-two vote by the Commissiono An appeal hearing
- 1 -
was held, and the Commissioners denfed the applicationa
ZN-201-77, initiated by the Planning Commission for the rezoning of Elcliff
Subdivision from Agricultural to Single Family Residential Zone. The appeal
hearing has been withdrawn by the applicant, 4. Tom Davis of the-Staff read a letter received from the Spokane Valley Chamber
of Commerce addressed to the Spokane County Planning Commission and Fred
Dayfiarsh, Planning Director. They requested the Commission to adopt a
policy with regard to build!ng setbacks on Pines Road, There is concern by
the State Highway Department regarding the increasing traffic and number of
accidents occurring on Pines o The area involved for an increased setback
would be between 16th Avenue and M1.s'sion Avenue of Pines, requesting that
an additional 15 foot setback be required for building. This would allow right-
of-way to be acquired by the State Highway Department for widening of the
arterial, if it is desired in the future o
Mro McCoury requested that a copy of the Chamber of Commerce letter be
made available for each Commission member, and that the item be placed
on the first April hearing agenda for consideration. He asked that the
copfes be given to the Commission on March 30th o
Mr. Quigley suggested that a study be made to determine the depth of the
Residential Office zoninq ln thfs area to aid in the decision of the frontage
setback o -
5. Five Mile Proqress Reporto
Gary Fergen of the Staff reported on the meeting held with the Board of
County Commissioners on March 16th. The Goals and Pollcies for Five
Mile were taken under advtsement by the Board as a result of the meeting.
There were some word changes be-ing considered by the Board fn the
following statements: #4, concerning the definition of "publfc water
system"; #6, relative to fire station should be converted to a'hzanned"
station as the Board of County Commissioners does not have any authority
regarding fire stations; and #7, stating that the arterial streets should be
improved to handle the traffic anticlpated, with conslderation to the transit
bus loop - the City of Spokane has control of the bus system and the County
has no jurisdfction over this operation. In summary, the Board wishes to
change some of the mandatory statements contained in the presentation because it covers goals and policies and not goals and objectfves o
Kurt Orton, representing Five Mile, requested that the Planning Commission
request that this process be periodically referred to the City-County Task
Force Commtttee on the Prairie for their input o He stated that the same
request will be asked of the City Plan Commission,
- 2-
Mr. Orton said that the Boundary Review Board is presently reviewfng annex-
atfon of 135 acres to the City of Spokane on the southwest portion of the
Prairie. He inquired whether or not it was appropriate to ask the Boundary
Review Boa.rd to delay action until a Comprehensive Plan is available to use
as a guideline. He cited the considerations of population, density, land
area and uses, and the effect of annexation on the economic and social
interests as well as local government in the community before a decision
is reached.
Mrs. Rawiings moved that the staff read the Cfty information and give a
brief summary of the status of the County's action on the Comprehensive
Plan process on Flve Mile and forward the summary on to the Bouadary
Revfew Board. Mrs. Byrne seconded themotion. Mrs. Rawlings and Mrs.
Byrne voted "Aye"; and Messrs o Thomas, Quigley, and Kennedy voted "no".
Motfon was lost 4- 2.
Mrs. Byrne moved tr.at the staff prepare a one page summary stating where
the County is on the five Mile process, to be sent to the Boundary Review
Board. Mrs. Rawlings seconded the motion. Mrs. Byrne and Mrs, Rawlings
voted "Aye"; and Messrs. Thomas,. Quigley, and Kennedy voted "No". Motion
was lost 4 - 2.
6. Report from Policy Committee o
Mrs. Rawlings reported that it was the recommendation of the Policy Committee
that the Policy Notebook be reviewed annually to be sure the contents are
current. Mr. Kennedy seconded the-motion. Motion carried unanimouslyo
The SEPA checklist is also to be included in the Notebook, Mr. Davis of
the staff said that a motion short form was being prepared as well as the
newly adopted fee schedule for the Commission. It was pointed out that
the entire Commission should receive the Comprehensive Plan update as
well as the Policy Committee o 7. Citizens Partfcipation. -Mr. Fergen reported that he had a citizens participation update progress report.
8. ZE-154-77, AGRICULT'CTRAL SUBURBAN TO RESIDENTIAL OFFICE OR MULTIPLE
FAMILY SUBURBAN: HILISTEAD.
That the zone reclassification request (File Number ZE-154-77) be denied
ior the following reason: that the request is inconsistent with the area and
inconsistent with previous zoning reclassiffcations foc the area.
(Motion by Kennedy, seconded by Mrs. Rawlings. Vote was unanimous.)
3 -
9, ZE-189- 77, AGRICULTI~-RAL SUBURBAN TO COMMERCIAL AND MULTIPLE
FANIILY SUBURBAN: NW CONSTRUCTION SERVICES AND ASSOCIATES, INC.
That the zone reclassificatfon request (FEIe Number ZE-189-77) be denied for
the followfng reasons: the Commerciai request is lnconsistent with the
Comprehensive Plan and with the absence of a plot plan, there is not the
planning cons ideratinn before the actual happening.(Motion by Mrs.
Ra wl fng s, seconded by Mr. Thoma s. Vote wa s unanimous.)
10. ZE-190-77, AGRICULTURAL SUBURBAN TO RESIDENTIAL OFFICE: WOLFF ~
That the zone reclas sf.fication request (File Number ZE-190- 77) be approved,
and in so approving, adopts the Staff's Ftndings as the Planning Commfssion's
Finding s of Fact, and also that a proposed declaration of non- s ignificance
be- issued. ( Mr. Thomas moved, and Mrs. Rawlings seconded. Vote was
unanimous. )
11. ZE-5-78, TRANSIENT LIVING TO COMMERCIAL: PEARSON, B'OYD AND LITTLER.
That the zone reclassification request (Number ZE-5-78) be continued for
one month to allow the access easement issue relative to the Vista Service
StatiQn to be resolved. Only testimony regarding the easement will be taken
at that time. ( Motion by Mrs. Byrne, Mr 'Quigley secondedo Vote was
unanimous. )
12. ZW-2 3- 78, AGRICULTURAL TO RESTRICTED INDUSTRIAL: OVERTON.
That the zone reclassification request (File Number ZW-23-78) be approved
and in.-so approving, adopts the Staff's Findings as the Planning Commfssion's
Findings of Fact for the following reasons: The commission concluded that
buffering and landscaping should be attached to the zone reclassification
approval, thus making the proposed development compatible with surrounding
residential 13nd uses; thus avoiding a possible illegal spot zone.
Additional conditions attached to the zone reclassification are as follows:
The advertised property shall be developed in substantial conformance with
the plan on file with this applicationo
A specific lighting, signing, and landscape plan (landscape plan to include
planting schedule and provistons for maintenance) acceptable to the Spokane
County Zoning Administrator shali be submitted for the project prior to
the release of building permits. NOTE: Lighting and signing shall be
installed in a manner which will not advsrsely affect the operations of Fairchild
Air Force Base or Spokane International Airport. A representative designated
by the Spokane Internatfonal Airport shall revfew the lighting and signing
plan prlor to installation of such fixtures o
A suitable avigation easement to Spokane International Airport and the
United States Air Force shall be recorded with the Spokane County Auditor.
_a_
.
13. The Planning Commission again requested the zoning enforcement officer to
chevk into the Welk Brothers and Dix Steel properties to the south as to their
conformance to the conditions of their zone changes.
. ,
14. ZE-40A- 73 , AGRICUL TURAL SUBURBAN TO LOCAL BUSINESS : SISCO Continental 0I-1)
That the zone reclassffication change in condition be continued for one
month in order for the applicant to prepare a more complete development plane
(Motion by Mr. Kennedy, seconded by Mr. Thomas. Vote was unanimous,)
15. ZE-105A-77, AGRICULTURAL TO LOCAL BUSINESS: REAGAN.
That the zone reclas sification change in condition be epproved subj ect to
the additional condition: that within six months after a line is available
for fire protection the applicant is required to install mains and hydrants
in accordance with the Valley Ff re Marshal. (-IVioFicion by Mrs o Byrne,
seconded b y Mro Kennedy. Vote wa s unani.mous,)
16. Mr. Terry Thompson came before the Planning Commission to request placing
ZW-7-78 on the agenda for April o The Planning Commission made a
decisfon that in order to place the item on the Agenda,legal notfce must
be given prior to the applicant coming before the Plannfng Commis s ion with
this request for the waive of petition, (Motion by Mr. Thomas, seconded by Mrs. Byrne e Vote wa s unanimous,) Planning Staff: . Dayahrsh, Fergen, Sweftzer, Wesche and justice.
Engineer's Office: Finneyo Prosecutor's Office: Emacio.
DATE D THIS 2 3 RD DAY OF MA RCH, 1978.
BY: Kathleen justice
Recording Secretary
FOR: Ted McCoury
Planning Commission Chairman Fred L, Dayharsh ~ Dlrector of Planning
-5-
No. 80 0333
BEFORE THE BOARD OF COUNTY COMMISSIOPIERS OF SPOKANE COUNTY, WASNINGTON.
ZE-190-77 )
)
IN TNE h1ATTER OF CHANGING THE ZONING MAP ~
FROh1 AGRICULTURI-iL SU[iUR6AP! TO RESIDENTIAL ) R E S 0L U T I 0 N
OFFICE ON PROPERTY LOCATED IN SECTION 22, )
TOWNSHIP 25 N., RANGE 44, E.GJ.M., SPOKANE ~
COUNTY, WASHINGTON. )
The ab ove-entitled matter coming on regularly for hearing before the Board of
County Commi ssioners of Spokane County, Washi ngton, on thi s day, and i t
appearing to the Board that the Spokane County Planning Cornmission has given
due notice of the hearing on the matter in the manner and for the time provided
by law; that said Planning Commission has held a public hearing as required; and
that the said Planning Commission concurs in the plan to Zone the follovring
described property as:
RESIDENTIAL OFFICE: Lots l, 29 39 4, and 5 in Tract 205, Opportunity, Paradise Acres Addition in
Section 22, Township 25 N., Range 44, E.W.M., Spokane County, Washington.
NOGI, TNEREFORE, BE IT RESOLVED, That the above-described property be, and the
same is zoned under the classification of RESIDENTIAL OFFICE as defined in
the Zoning Ordinance of Spokane County, adopted August 25, 1953, as amended.
AND FURTHER BE IT RESOLVED That any development on the above-described property
. shall be subject to,the following conditions:
1) ImproverTient of Eighth Avenue along the project perinieter to Spokane County
standards. Improvements shall include curbs, sidewalk, paving to existing
and drainage control.
2) Approval of access by the Washington Sfiate Nighway Department for Pines
Road and by the Spokane County Engineer's Department for Eighth Avenue, prior to release of building permits.
3) The advertised property shall be developed in substantial conformance with
the deveiopment plan on file with this application.
4) Any portion of the project which is to be occupied or traveled by automobiles
shall be maintained in hard-surface paving.
An on-site, storm-drainage system shall be approved by the Spokane County
Engineer's Office prior to release of building permits for the project.
6) /1 specific landscape plan, planting schedule, and provisions for
mainienance, for the project shali be approved by the Spokane County 7_oning
Administrator prior to release of building permits.
7) The applicant shall provide a performance bond to cover the cost of the required landscaping prior to release of building permits.
8) Sewage disposal shall be approved by the Spokane County Heaith District prior
to issuance of building permits.
9) That the provisions of SEPA'S NOTICE OF ACTION pursuant to 43.21c.080 RCV!
and the Board of County Commissioners, Resolution No. 77-1392 be accomplished
by the project applicant within thirty (30) days of formal action by the
Boa-rd of County Conmiissioners, as instructed by the Planning Department
staff.
10) That a Final Declaration ofi Non-Significance be signed by the Chairman of
the Board of County Commissioners.
(.contd, )
~
► .
80 Q33t!
ZE-190-77 (contd.}
PASSED BY THE BOARD This day of 1980-. _
BOARD OF COUNTY COMMISSIONERS
OF SPOKANE COUNTY, WASHIIJGTON - ► .
- NARl~Y M. !ARNED
~ttv~17~ 1~ . ~ .
ATTEST: VERN -bJ. OHLAND
Cl of the B d .
l
ey: /
Depu ty ~
-2-
. ~
NUTIC~E OF TRANSMITTAL ~
ADDR~SS: , . I'ROIECT l~:
5. ~7 l 1
BUSINESS NAME: ~ PARCEL NO./LEGAL
DESCRfPTION:
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PROPOSED US : ~ ~ A '
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C TAC : ~ . PHON : .
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REASON FOR TRANSMITTAL
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER:
DATE: TIME:
DOCUMENTS CInCULATED
. DISTRIBUTED TO: ~
RECD DESCRIPTION BUI[.DINGS PLANNING ENGMEERS HEALTH SCAPCA F[RE DIST 1l OTHER:
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received: ~ , ~
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Date of Transcnittal: ~ Revlew Coordinator; , ~2~
- \ ` _
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~ Circu(atec! by:
~ ~ ~ ~995 :
~
~ S/~~k~riie Cou~~.ry pi~~i.~i i~~ of Buil~li~r,~.c * l026 W~cr Br~~~~~1~~~~y A~~~~~tue * Spok~uie, WA 99260 (509)456-3675
SPO~i~~ C;~'~'tt~' git~I~~E~
, . , -
~
~ -
WaShlr1~~on ~'itc'X#e Eastern Region
Depar#rnent of Transpvrta#ion 2714 N. Maytair Scfeet ~
Spokane, WA 99207-2090
Sid Hlorrison -
Secre#ary of Transportation (509) 324-6000
GbU
April G, 199~
Ms. ,~ulie Shatt~ A995
Spokane County Division af Buildings
1026 W Brvadway Ave 0:
~ Spokane, WA 99260
. c ~
- - Re: World W.ide Office Building
SR 27
Dear Ms. 5hatto:
Thank you for the vpportunity ta respand tv the above referenced expansian. The
Washingtan State Departmenfi of Transportatian (WSDOT) has the following
cornments:
The access to SR 27 shown on the site plaui wilt be allowed to remain providing the ~
- rtvnimum corner c1earance (125') from the SR 27 approach ta Eighth aAvenue is rnet.
The approach shvwn an the plan appears to meet fihis minimurn. The applicant needs
to be aware'tftat in order for this approach to be allowed, the adjacent parcel ta the
~ svuth will b require+d-to~~sIia~re this exist~g appr~aach. Na additional a~,proaches will be
? •e -e , . _j ; '._4.
perrnitt~d, e~e~i if ~he_ a~jacent parcet is sald #a another party.
~ A radiused approach (see attached) wqa be required. WSDOT wil1 need to review the.:.=4`'
approach p1an prepared by the applicant to ensure the approach meets WSDOT ~
standards.
, ~ .
. :
If yau hav~ ~ny questions or rreed further information, please feel free to cantac#€ma`~
aur Planning Offiice at 324-6199.
Sinc.er~y,
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~ A Catch Bosihs As Required • .
~ • ' 12" MIN Culvert Pipe Oiometer
r PROFILE CONTROLS
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-e 95
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~ Condition A I B C 0 E F I G I H I I
. T--~---~a.... . . . . . . . . . . . . s~ .1i. .i . ~i 10' 30' 15'1-1-1 30'' 10'
~ co~
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Primary Combinotion Vehicle WB 40 41 I11.~LI 6' I 5¢' 15' ' ' 1 1
Primor Combination Vehicle WB 50 & Doubles 1 0' 70' ' S0' 10' ~ Q ~
Y 4' 1 ~ Z _ 1 50' , 0~
Prirnary Combination Vehicle WB 63 T1 3' 25' 8' 100- 45' 10' ~ z- it"'
N~ 10 40' I I SS' I~ 12' ' 45' ~ ~ 1-4
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_ WORLDWIDE GROUP ADDITION
DRAINAGE REP4RT
APRIL zs, 1995
aENS\~~~NV
SPpKA
~ 1 1995
J~St~
L G.
• ~ '~s~
~ 26247 l~QrSTEP~
C?
: ss~4 NAL E~
EXPIRE3
PREPARED BY: HAHN ENGINEERING, INC. ~
N. 8623 DIVISION, SUITE B
SPOKANE, WA 99208 ~
(509) 467-1550 ,
,;FFICtAL PUBLIC DOCL'WiENT ~
Ql'Fc,"mF- COUNTY OFFICE ,
~ ~ nn r
CAWECT
t-,;3~: ,lJTTAL # ~ -
;J ,~~~AN TO COUNTY ENGMEER
WORLDWIDE GROUP INTRODUCTION HAHN ENGINEERING
PROJECT SLfMMARY
Project Location: The Worldwide Group Addition is located at
S. 717 Pines Road, Spokane, Washington. It is located within
- the NW 1/4 of Section 22, Township 25 North, Range 44 East, W.M.
Project Description: An addition to the existing off ice building
is to be constructed. The new addition will take up
approximately 6,201 sq. ft. of area to bring the total
building area to approximately 9,273 sq. ft. There is
approximately 26,625 ft of existing asphalt for the parking
lot on site. The drainaqe from the existing parking lot
outlets directly into two Type 'A' drywells located in the
north side of the parking lot. Aproximately 2,015.0 ft of
parking area is to be added (or modified) to the existing
asphalt to bring the overall area to 28,640 ft. The drainage
for the entire parking will be treated by 1208' grassed
infiltration areas which are to be constructed on the north
side of the parking lot. A new Type 'B' drywell will be
placed within Swale I along.with a catch basin for drainage
outlets. The catch basin will have a pipe to one of the
existing drywells. The other existing drywell will be used as
one of the outlets for the runoff from the roof. Swale II
will have one single Type 'A' drywell as well. ,
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SOIL S~URVE1
Dc py rollinb to liilly uplaids. They formccl in ]ayered thev are escclleilt pl;tces for huntincr inigrator3 -wat,erfow1.
[Ql;» Ll11CleT COl11fC10tiS fOl•est. '1'he .innual precipita-tion is (Capability tunit VIIIw-1; not in 1 wootllancl cri•oup or ~
11,~nt 23 inches;lnd f:lic frost-frce season is ~.Uout 125 days. ranae sitc)
-eeinln soils are usecl for r1'~Llll; peaz= cloi-er, alf.~lfa,
rrvass, and as nToociland. Garfield Series
r reeman silt loam, 5 to 20 percent slopes (Fa6).-This
s t1iQ doininant soil oii the silt}- upland north ancl eaat of Tl-ie Garfeld series eoiisists of well-clr.iined, severe]v
FZ .ford. llost slopes are betiveen S nnd 15 pereent; a. erocled soiJs thlt formed in loess under erass aiicl sinal l
Fc small areas hax-e slopes of more than '00 percent, and shrubs. These soils occupy riclgetops, knobs, and tlie tip-
>ome of less tlian 5 percent.. Slopea of more tllnn 20 per- per zlopes oil rolling to hillv upla ncls. Thev hace a surface - ,
are short and are alon; the eclcres of the drainabewavs. larer of silty c1a3r IOalll il11Cl fl St1bS011 Of Sllta- clay that is
:e»t ,
F: cesentatii-e pi•ofile : rerr harcl; anci plastic. Tlie t11171t1R1 1)leClPlfat1011
~ to 7 iuelies, vers dark atayiSh-b10w11, fTillUle siit loam; ~ 13 to 22 inches, and tlie frost-free season is abot~t 140 1
granular structure ; ueutral. ayS•
7 to 1-4 inches, broR•n, friable silt loam, arlsisu brown at a These soils are used mainly for ~rain, alw~alfa, and vrasz.
. depth oY L incl~es ; netitra~. Garfield silt3~ clay loam, 0 to 30 percent slopes, severe- - i
.i to 22 inches, grasish-Uro%1-n, firm cilt loam that breaks into ]3' ~ eTOded (GaC3).-This ..Oil OCCttp1e3 the narro« ricl '
t
1- to 2-inch pricros ; ueutral. ~etOj~s
22 to 72 inches, aark-urown, firm silty clay loam, almo-q silt alld upper slopes oil loe-zc-al tlplancls ul the southeastern loam ; Urealis into nrisms i to 2 iiielies n ide, lnct tlien into part of the eounty. 1.[o-t slope, ai•e beticeen S anc120 per-
zng-ular vlocbs inch to 1 inc7i wide ; neutral. cent; a feir sinall areas hare slopea of nlore thaii 30 percent, '
ie surflce soil, when iuoist, r.lllae3 from ver~ dark :~nd some narroNr ricl=etops hai-e slopes of les; than 5 per-
rra3-ish uro~rn to clarl: bro~cn in color. The textiue of the cent. RepresenTntive profile•:
AT '"oil ra.nges froiu he1cy silt loani to silt3~ cl~.v loam. t► to S inches, clarv-bro«-n; nrm silty c1ay loaau ; branular struc-
:1 nucli as 7 perceiit of =onie areas consists of Larkin, ture; iieutrai. I 1
D_ cy.ton, or set-erel~- erocl~d Freeman ~oil~. s to 48 incues, aarb-uro~-n, firm siltr clar, yellowish-Uron u
, silt,r clzy loam Uelon- a depth of 23 iuches • breaks into ~
~ ~
Zl~is is moder~ltel~- ~~ell drained ~oil that has a j'erv
prisms 1 ineu to 2 inches «•ide auci tuen into angpdar blocks ;
:1 --lti- periiieable subsoil ancl is sattirated for sliort periocls Y4 to 1~, inch tliicb; clay films coat the prisms and 1ll.-111a1•
.i• ,rinn. It holds ~bout .3 to i inche~z of w.Zter that L)lanta v1ocks ; neurral.
'i se.y Zt 1s E1Sv f0 wOl'1: except r-hen saitlTRteCl. OOtS _4S to 60 iucbes ye11oR-ish-UroR'n, firm heavy silt loam ; bre.Zk.
ll
)eiietrate the loR-er lavers m1iiily aioiiz ped f2ces. Tlle ~to ~~ri_ms i to 2 inclies n-ide aud then iuto w~ilar blucks
`-e ''lit.~- is mediuni. ~urface rt~no$ is nledituli, and the .4 to incli tliick; neutr:il.
l. ,rd of erosioil is moderate. The texttire of the upper sub-oil is si]tr clzv or clat-. A_
ore tlian J~ ~~ercent of the acre.lne i; culti~-1ted; t~he lllilcll as 10 percent of some areas cousists of Athena, \a$'. _
~est is farni woodlots. ""71eat is tlie cliief cash crop. It L- ez Perce, or Palouse soils. ,
L Tliis soil is «ell cli~liued ~ncl slowlv 1~ermezble. Ii liolcl'
-o~tin in rotat.ion «ith peas nild ~een-manure crop ~
i ti-%rheat-fallow rotztition. Other crops groR-n are peas 9 or 10 inclies of water that plants c.1ll tl:e. It is stickv- ;
t____ bnrlel-; clo~-er or alfalf~, for hai- or ~een manure: 1nd 1lld l~l~stic n heu ~~et; coil~equentl~-, it can b~ culti~-:~t?cl
~•r~1ss for seecl, h:1v, or l~asttlre. ~11 gi.lin :tnd zrass crops onl~- ~ritlun ~ r~ther 1111~ro« r.lllo'8 Of 11101Sti11•e content.
Root enetration is ~-er~- clee ~ Tl~e fertilit~- is iueclilun.
~c oncl to nitrozen. Le~ unes respond to sulfur. (C~Zpa- n •
~i S- unit III~3; ~1 ooclland ;roup llot• 111 1 T111ge SliB) Slilface runo$ is rapid; and tlle hlzard of furtlier erosioii
_ reeman silt loam, 5 to 20 percent slopes, severely is se~-ere. :
~-1~ec1• t.he
:roded (FaB3).-ltore t1i~i 50 percent of tlie surface lzyer llore zest i; see thclean d to 93 1.l 1~fercetilf~ut or of ~ the ras~. acrezliege at is is t~ cuhe lticliief ciro ~
iis soil lias been renio~~ecl by erosion. .Fert~ilit~~ is me- v 1• .
1' Z to loNv. Surf~.ce runoff is i•npid, and tl~e hlznrcl of Other erops ~'rom~~ t~re barler aiid di.c fielci peas. A11
!i.,..;i, se~-ere. ~s much as 10 percent of sonle :~reas crops responcl to nitro~en, sulfilr, ~nd phosphoru~. (C1-
:oiision sts of tuierodecl Freeman soils. paUility unit I~' e-3 ; ilot ui woodllnd group or rnn~e site)
.ie same crops are groiTn as on Freeman silt loam; 5 to , -erceut slopes, but 3-ields 1re lowei•. (Cap1bility unit = Garizson -.Sei'1P„S~' ~
~-3; woodland ~roup 5; not intirlnaesite) The Garrison series is made up of somewhat esceszil-e1~~
I'reeman silt loam, 20 to 30 percent slopes, severely aiauied ai•a~-ellv or ston~~ soils t•1111t fOT111eC1 tillCleT ~1ss
.i led (FaC3).-More than 50 percent of the surface laSer in~lacialbout~l ash mised~in the upper p~,rt ~ith ~-olc~nic
us soil has been renloced by ei•osion. Surface runoff a$li. These soils are oii nearly lerel t4 rnoderately steep
s,.-ILpid; a.nd the erosion hazl-ra is ser•Qre. Included in teri-:ices. The Znnual precipitation is 18 to 2~ uiches, and
11:1nping ~-ere,, fe~v a.reas of Dearr~tton soils. the frost-fi ee selson is abont 170 days.
i e sa.m e cr o p s ar e gr ow-n tu on F r e enllu s i l t l o 1 m, 5 So i ls o f t he Garrison series are used for a ti-arietp of '
:c 0 percent sloPes, but Sields are lower. (Capability crEarrLson sF~nd as farmsteads.and_suUurban-lot,s.,
.uiit I~Te-3; woodland broup 5; not in ranae site) gravelly loam, 0_to 5 percent slopes (GgA,,7-
- This `is~the dominant~soil -iri the Spokane Valle,y east of
E sh Watei' Mal'Sh - " the _ city of Spokane. llost slopes are Uetween 2 and 5 - r'resh watsr marsh (Fm) consists of shallow, swampy PercenL- Representative profile : .
.)^^-is and of fringes around ]abes that have ,L fluctultina o to 13 inches, black, verg friable gracelly loam; granular
~;r level. The ve¢et~,tion consists of tules reeds an~ structure; S11ght1V ACId.
b > > - 15 to 44 inches, darb-brown, irizUle rers grurelly loam ; neutraL
:i tes. These areas a,re of littlo -value for grazirg, but 44 to so Inches multicolored snnd, gravel, and cobblestones.
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I
. SPOKA_\ E COU ti TY, ZVASHI\ GTOX 19 '
The surface coloi•, ~~'~le~l inoist, raiiges from ti-er~- d:irk tho county. _Aost sloPes are between G and 15 percent. '
rown to black. Tlie teXture of the surface layer i; brav- P.epresentative pi•ofile :
ully or very grati el l~~ loam or silt loam. 'I'lie subsoil r.lnbes 0 to 13 inches, t,laci:, ~~cry friable silt loam ; grauular structure ;
in color from darl: brown to yello«isli bi•own. Clay znd »eutral. me h1ve accwniilated on the bottoni of the pebbleS, in the 13 to u2 incbes, clarl;-1,rown, firm loam that Ureaks into prisms
)wer subsoil. The depth to t.lie nravCI StlbStlZttllll ra1lcTeS x to 2 inches wiae; sii~uti3 acia.
,rom 3O f O a5 111C11E :ls much as 10 percelit of so~ne are~is to ~ar~:-bro~~,~, friZble ~oau~ ; sii~litly acicL
(~01'sists of Bojlz or 7.'lioebe soils oi• of other Garrisoii soi]s. In places the surface haver is i-ei•t• dark brown. It is 10
This soil i; Solnewliai excessively dra;,,ea aila lias iiioa- Io 16 inclies iliicl.. Tlie testure of tlle subsoil:i•anaes from
rate13• rapid permeability. _ It liolds about 5 inclies of sili ]otllll t0 l1zht silty c1ay loam. From 5 to 25 percent of
Nvater that plants cvi use. It is eu-p to %rork. Foots tlle lower subsoil is composea of grarel and stones. *As
nenetrnte to the ].lyer of sand grayel and cobble-tonea. much as 5 percent of some areas consists of Bernliill,
`he fertilitr is 111eC1111]]l. Sui•face i'L1110$ 1S SIOw; and the Dea,p•ton, or Dark-in soils.
nzard of erosion is Glijlit. • Tlus soil is «ell drained ancl nzoderaiely peimeable. It
About 80 percent of the acrelbe is cultivated; the rest is liolds 9 to 11 inches of water tlilt plants can use. It is
»secl for -ai•1ziiiz, :lll(1 zs farinsteacls or SAbt1Tb111 lots. eay to worb. P►oot penetration is rerr deep. The fer-
[oCt of tlie :~ci•ez1~-e is iri•igated. Iimiglted 1re1s are u-ed tilitv is hi~h. SLlTf1C8 lUriOff 13 111eCZ1t1111~ and the hazard
)r orcllarcl fi•uir~Z ancl berries; cabbage; corn, cantaloup, of erosion is moderate.
cucumbers, celei•i-. nilcl squash; whezt, oats, ~,nd blrle~; AIore thnn 90 perceut of tlie acreaae is ctiltivated; the
nlfalfa for lia.-: :lncl o-ra-s for seed and Pzsture. Di;vland lest is grazed. Wlieat is the chief croP. It is*ron-n in
.eas 1re usecl *for wYleat; barle3T, and native bunch~rass. rotation witll Uarley, oats, peas, lentils; 11falfa; or grass.
'here is no clifiiculTr ui tlie use of mzchineri-, lnit tlie a~ 111a _1•ain crops respond Lo nitrogen : leaumes
nra~Tel is liai•d oil tillaae iiuplement~ 411 crop~ escept lespond to sulfiir. (Capabilitr wiii IIIe-2;to:imvi~nge
l°guines res>>oiid to iiitro(ren. Some crops rezPoncl to site: llOt lll IL wOOdI111Ci group)
.ilftir, Uoroii, and phoSphonus. (Capabilltv unit IIIs-?; Glenrose cilt loam, 0 to 5 percent slopes (GpA).-This
olmr r1n~e sire :iio't in woodland ~•oup) - soil has ~ surface l~,ser 2 to 4 inclies Tlucker thln th:~t of Garrison ~ra~-ell~~ loam, 5 to 20 percent slopes {GoB;.- Glenrose silc loam, 5 to 20 percent slopes. Surface runoff
~'Iiis ;oil ha; a. SLlr;:lce 1avei' 3 t0 5 ll1Glles tlllllllet fllan ch.1t is -clow; ancl The eroaion llazard is sliglit. Includecl in malr
F Garrison ~ ~-rl 1~- lo~liu, 0 to 5 percent slope-. Rtuioff Pi~ ~'ere ~111 arens of Ulili` anc~ De1ryton soils.
, medium. :incl c ~ie ero-ziou hlzard is nloderate. The same crops 1re .~o~cn as on Gleurose silt lo1m; 5
Thi; soil is uied in nlucl~ the same n-RS a, CT:~rriQon to 20 percent slol~es; in ldclitiou, reo,eta.bles axe zron n. ,
-rz.vellr loaili, 0 ro 5 percent slopes. (CapaUiliry t1211~ (Clptiuilitr unit IIe-~; Loam-r r1nze -zite; not in a Woocl- ~"e-5: Lo~im- r.~n~e site; ]lOt lIl a~rO0C1l111C1 gTOtlp) lan(l group) V
Gariison verv gravelly loam, 0 to S percent slopes Glenrose silt loam, 20 to 30 percent slopes (GpC).-This
(GmB).-This soil h.ls a. thiiuler; inoi•e murellv surface larer soil has a, surfnce 1aSer 3 to 5 inches thinner tlian thRt of
-'ian Garri;oii ni:i~-ellt- lo.1m; 0 to 5 percent slopes, ~incl GlenroSe silt loRni, 5 to 20 percent slopes. Surface runoff
~lds less tli~ln 0 iiielie'of water thlt planta c.lll titie. The is 11pid, and Tlie erosion hazard is severe. AUout 5 percent
_ i.l~~el caii,es esrre~~le Nre:~r on tilllge n1:~chiner~-. _~s of some a.re1s consists of Bernhill and Dearrton coils.
~nuch as i l~ei'CC'lli ~f ?Olll@ ~lTQ1S CO11Slsts of otlier G:irri-on Tlie same crops are ~roiv-n 1s on Glenrose silt laani; 5 to
oils. ( Ca ir.tUlI1L\" lillit IVe-5; Shallow range site : not 20 percent slopes, uut nlore of the zcreaae is in cyr:c" aud
i a woocll:l11C1 zroul~) " leminles. (Capability tlnit IIIe-?; Lo1ms T1ll~ site;
Garrison very stony loam, : 0 to 20 percent slopes llOt 111 tL tr00d11ll(1 group)
(GnB~ -~1'his soil holds less tl~aii 5 inclies of ~-Rter thtit Glenrose silt loam, 30 to 55 percent slopes (GpD).-This ~
; c:~n u-e, nncl it is too stony to be cu]tiratea. h:~s sui~face l~,ser 3 to 5 uiches thinner tliln that of !
~ ~h as 15 percent of souie areas consists of other Garrison Glenrose silt lo1m, 5 to 20 percent slopes. surface ruu- _ i
and as much as 2 percent is made up of grlnite off is rnpid, and the erosion h1zard is severe.* About 3 ~
outcrops. percent of souze areas consists of Bernhill or Dearyton ;
This soil is iised for zraziiig. (Capability unii VIs-2; soils. Tliis soil is used only for oTazin~. (C:~plUility ;
li~.llow r:ingo sitc; iio~ in awoodlaii~l groun) unit A"Ie-1; \oi-t-h Esposure ran~e sife; not iu a~-ood- ;
- lancl gnoup) ~
rleni'ose Series Glenrose gravelly silt loam, 5 to 20 percent slopes - ;
(Gr8).-Tliis soil holcls from 7 to 9 inches of water that '
The Glenrose series consists of well-drained, most•1Y pllnts ca-n iise. Small areas of Bernlull and Dearyton
..Aediuin-testured soils. These soils formed under grass soils were included in mappina. _
1nc1 sclttered pine trees ui glacill till mi.sed in the uPper This soil is u.~ed in much t~e sune wtiT as Glenrose silt
trt with loess and volcanic :isb. lIany areas are ~-avell~ loam, 5 to 20 percent slopes, but yie1cL are less. (C:~p~.- ~
~ ston~.~; Tlie_e soils zre ne1rly le~-e1 to ~ei-~ steep. The bility tuut ITe-4; Loa,my r1n~e site; not in a. ~-oocll:wd
i
,t,llltlnl p`recipitztion is abont*2l inclies, and the frott-free P_1170110
season is Ovut.135 dacs. _Glenrose gravelly silt loam, 20 to 55 percent slopes Glenrose soils are used for ~"r~,in, Peas, lentils, vegetables, (GrD).-Tlus soil holds 7 to 9 inches of w~,ter that pl~,nts f~tilf~,, ana b~, and for gr~~~, can use. Surfacc runoff is r~.pid, and the erosion hazard '
Glenrose silt~loam, 5 to 20 percent slopes (GpB).-Tlus -is severe. Included in maPpincr were areas of Bernhill
~ -
°^il occurs-on. glaciated uplands in tlie east-central part of silt loam, 30 to 55 percent slopes.
. .
' • ~ _ _ . ~
. . ' • - _ . .
_ - = ' - - - . •
• ~ti. ~ ~'Y'+~~k~~ - . - _ • a - . . _ -
_ , ~~,~=r, ' _ - - ~ . . , - . . . . _ . - . • ,
` t.,z~. - ' ; - ' • - • . , - . - - . - ' ~
- - 74 sorL sUxvEY ~
TABLE G. I3rief descriptions of soils and their
Classificntion ~ Depth
~Iap Soil name Description of soil and sitc from
surface
C srinbol I1SD3 tetture
t -
~ -
• In. -
~ .
; DsC Dragoon stony silt loatn, 0 to 30 percent Cimilar to Dragoon silt loam, 0 to 30 perceat
_ slopes. slopes, except that the surface layer is storiy.
` OsD Dragoon ston} silt loa,m, 30 to 55 per- • "
- cent slopcs. '
DvD Dragoon very rocky comple.y 20 to 55 Dragoon part similar to Drngoon silt loam, 0 tq
percent slopes. 30 percent slopes, e.tcept that depth to bed-
rock rsnges from 10 to 20 inches. Rock out
crop included in this complet.
Ek3 Eloika silt loarn, 0 to 20 percent slopes. _lledium-tettured, n-ell-drsinedsoil forined from 0 to 24 Silt loam___________
, glscial till contaiuing a large amoiuit of vol-
canic ash in the surfsce 1..-er; underlain bv 34 to 44 GraveUc loam_______
gravel at depth of 30 to 60 inches; occupies 44 to 53 Ven a svellp s~d~~
undulatin„ moraiuelil:e t•opoaraph}•. loam.
53 to 60 Grsrel_____________
EIC Eloiba ver}T stony silt loam, 0 to 30 per- Sinulzr to Eloibs silt loam, 0 to 20 percent slones,
ceut slopes. escept that ther are verv stony t•hroughout.
EI D Eloika, verv stouv silt loam, 30 to 55 ,
pcrcent slopes. •
Em Emdent silt loani. 'Meclium-tettured; sometrhat poorly draiued, 0 to ?G S:lt• loaui_
' :ilbaline soil fornied in 1lluvium froui cZlcar- eous silt, volcauic a,h, ;uid diatonite; depth 26 to 41 Very fiiie snndy
to n lter table fluctuates from neAr the surf,lce loain.
to nbout 6 feet. 41 to GO Saudr elar loam----
-
Fa B Freeniaii sil't IO:1111, 5 to 20 pcrceui iVer.- deep, moderZtelr n ell drained upland soils 0 to Silt lolm-----------
slopes. - n-ith medium-textured surface layer aud medi- ~
Fa 83 Freeman silt loaui, 5 to 20 perceut um or nioderately fine testured subsoil; formed ?2 to 72 Siliy clay loam__
slopes, severely eroded. from silt ou rolling to hilly uplandss.
FaC3 Freeman silt loam, 20 to 30 •percent
slopes, severely eroded.
Fm Fresh water marsh. ;Shallow, swampy, intermittent ponds and
' fringes around lakes that have a fluctuating
nater table. Engineerin; dattiis uot gi~-en,
as land t~=pe is too ~'lriable. .
~ -
GaC3 Garfield siltv clay loam, 0 to 30 perceni I-err deep, well-drained soil developed in loess 0 to S Siltv clnv loarn______
; slopes, se~erely eroded. on ridgetops and bnobs on the rolling to hilly S to 23 Siltr cla'v i
uplands in the Palouse soil srea. 23 to 60 Silt~ cla~ loam__
GgA zv-~= tGurrison'=gravell p loam, '0 to' 5' percent~ ~ Gra~-ell~; ?'medium=te.ctured; ~~omeci hat _ esces- - :0 to 15-.~ °Grarell~ ~ , .
- slopes. - ° . --_s~._.~-.._ = - ~='~i~ elr~drAUied~soil~ ~ormed_ia~ gri%i~elly'•gl~cial, ~~'er~=gi~irell~~ loAm!~
Gg6 G1rrison gra~rell3- loa.m, 3 to 20 percent outnash material from 1 vurietv of acid, 44 to GO Sand, grn.-el, and
. slopes, i~neous pzrent rock; on nearly le~-el to niod- cobblestones.
eratel~• sloping terraces; depth to mixture of ~
,and, gravel, and cobblestones i':lllaeS EI'OIll ~
. 21 " t0 5 feet. ~
Gm6 Gnrrison rec~- gra~-ellp loam, 0 to S Similzr to Garrison gravell~- loam, exccpt that 0 to 15 17 err gravell~~ lo:~m__
: pcrceiit slones. the surf:ice laver is very gr;irelly. 15 to 44 1~er~ gravellv loam
' 44 to 60 Sand, gruvel, and
cobblestones.
' 6n8 Garrison very stonp loam, 0 to 20 Cimilar-to Garri-son gravellr loam, eacept that
, percent slopes. the surf:ice laver is very stony.
- G pA . Clenrose silt loam, 0 to 5 pcrceut slones. N-err deep, medium-textured, n cll-druined soils 0 to 72 Silt loam
GpB- Glenrose silt loum, 5 to 20 percent slopes. forined from Acid igneous slaciul till; surface -
GpC Clenrose silt loam, 20 to 30 percent larer influenced br loess and vrolcanic ash; on ~
~lopes. ~entlr rollin- to steep uplancis. -
GpD Glenrose silt loam, 30 to 53 pcrcent 1 '
slopes. .
. ~
!
'
- I
. _6_ .
~
, . . - .
f ' ' - _ h,'f • _ ' • _ . _ . , ~ • ~ ~ ~ _ ~ ~ ~ ' - • = . • • - •
_ . . - ~
sPOKANE cov-NrY, 'wassnvcTOx ~ 75 r
. . ~
estimated Physicctl ctncl ch,emiccal properties-Continued ;
Cla.ssification-Continued Percent•age pa..csing --ievc-
- • Available -
~ Permeubility water Reaction Dispersion Shrink-suell '
\To. 4 No. 10 No. 200 cap:icitr (1:5 dilution) potential
Unified AASHO (4.7 mm.) (2.0 mm.) (0.074 - ~
. ~ mm.)
In. ptrAr. In. per in. ojaoil .pH
i
E ~
- ML-CL____ -k-4------ Sa to 95 • SO to 93 ~ 60 to 70 tl. S to 15 0. 17 to 0. 20 G. 1 to G. 5 High_______ Lon• to niod-
. crate. ~ -
.A________ A-4 13 t0 85 40 t0 SO 35 t0 30 O. S t0
2.5 0. 12 t0 0. 14 6. 1 t0 G. 6 Hlgtl_______ LOR'. '
C`*\I-------- A-2------ 30 to 60 20 to 50 5 to 1.5 a. 0 to' 10. 0 0. OG to 0. 09 G. 1 to 7.3 Hi-h___ Lon•.
a
GP________ 3-1------ 23 to 35 . 10 to 20 ~ 0 to a >10 0. 04 to 0. 06 G. G to i. 3 High_______ LoR-.
. ,
r .
lIL-CL____ A-4 95 to 100 JO to 100 ~ 90 to 93 0. S io 5 0. 17 ro 0. 20 7. S to 9. 0Hi?li------- Low io mod-
~ CI':1tC.
~IL________ ~-4______ 95 to 100 90 io 100 ` GO io 70 S to 5 0. 17 to 0. 20 . 7. 4 to S. 4 lloderate___ Lon-.
~
GL _ a-G------ 9.3 to 100 90 to 9.5 . 85 to 90 ? io 0. S 0. 17 to 0. 20 G. 6 to i. 3 Lo«-_ 'Modcrate. '
~ 1IL-CL____ -k-4 9.5 to 100 90 io 100 ~ SO to 90 to 0. S 0. li to 0. 20 G. 6 to 7. 3 AIoder:lte___ Low to'mod--
j ; crate.
~ CL-------- - k-6------ 93 to 100 90 to 100 11 SO to 90 C 0. 05 0. 17 to 0. 20 6. G to 7. 3 Lo«-------- liocle,•ate.
~
a
,
~
c '
. ; ~ .
. ~ ,
CL_ A-6------ 95 to 100 90 to 100 90 to 93 Ck to 0. S 0. 17 to 0. 16 6. fi to'7. 3 LoR '-Modcrate..
CH________ a-?------ 95 to 100 90 to 100 90 to 95 0. 05 to 0. 2 '0. 14 to 0. 17 G. 6 to'i. 3 Lon-------- High.
CL________ - k-G------ 95 to 100 90 to 100 , 90 to 95 Cl. to 5 0. 17 to 0. 20 G. 6 to'7. 3 LoNr_______ Moderate._
S1i________ 65 to 85 40 to SO•. 35 to 50 R S to 2. 3 0. 12 to 0. 14 6. 6 to~7. 3 Moderate "Low. . ;
--A-2------ 45 to 6,5 30 to 60 5 to 13 3. to 5. 0 0. OS to 0. 10 6. 6 to r. 3 lIoderate___ Low ;
GP________ A-1------ 25 to 35 10 to 20 . 0 to 5 >10 0. 04 to 0. 06 6. 6 to i. 3 High_______ LoR•. .
;
~
~
'
G'AI________ - k-2------ 30 to GO 20 to 30 5 to 13 ? a to 5. 0 0. OS to 0. 10 6. 1 to 6. 6 'AIodei-ate___ Low.
A-2------ 45 to 65 30 to 60 5 to 15 i to 5. 0 0. OS to 0. 10 6. 6 to 7. 3Moderate___ Low.
CP________ 215 to 35 10 t4 20 - 0 to 3 . >10 0. 04 to 0. OG G. 6 to r. 3 High_______ Low.
~ .
iIrCL____ A-4------ SO to 95 75 to 95 60 to S5 0. S to ? 5 0. 17 to 0.20 6. 1 to 7. 3 ~Iodcrate__ Low to
A
• ~ moderate-_
t
~
~
-
. _ ~ _ -
I y ~ Y
i
~ ~..lo..
~ SOIL StiItVEY . •
T ABY,E 7.-Intcrprefation of cngin.cciirkq _
- Suitabilitv as sourcc of- Soil fcatures af3cctinn-
. a . _
i -
4:,oil scriCz or Lt'pr.,
iiid tn:~p ~~-mbols • Fvm ponds
; i op~oil ~and 1 Gr:~~-cl 1 liond fill - High~rav location Dikcs or lc~-ccs
Pescn-oir arca
!
. • .
ir:1900I1 (JrC, i Good io \ot suii- \ot suit- Fair to \Ioc?erate to verv high Low stwbilitl-; 1loderlte to z
DsC, DsD, ; noor. able. able, good. susccptibilitv to semipervious to moderatcly - yI
D v D1. frost action;, inod- imperriotis ; rapid pei•me-
erate to moaeratelr n hen com- ! abilitr. .
j rapid permeability=; pacted; loN~- to ~ ~
• low to moderzte mot'erate
' shrink-swell shrink-sxi•ell
' poteniial, potentinl.
i
;loika (EkB, EIG, \ot suit- Sc:itable at Good_____ -Moderate io high suss- Low stabiliiv; r lIoderatetorerr
E! D).
able. cieptll ce,ratit~:Iii~- to fro:t sc»~iperriou= ic ~ rapid perme- ~
~ vreater action; moderate to imperviotis ~ AUilti'v.
` ih:111 60 verr rapid perme- ix-iien compaei- ~
~ iiiclzcs, ai,il;ty; low to mod- ed; low io mod-
er:iteslirink-sn•ell erate sl=rin}: j
' potential. Snell rotential. j
. ~ - .
r
:tndent eii: loam \ot suiia- \ot suita- Pvor_Verr ~iigt: -useeptit~il- Lcn-st:ibilit~~-; i1~_- '~Ioderate fio ~
(Em). : ble. ble. ity to frost action; pervioi~.i when moderately '
; nioderaie to mod- couipzcted: loAv ~ sloR- nertr_e- ~
' cratel•• z-low pernle- to moderaie ! 3bllltv. ~
:iUiiit.-; low to iiiod- s}uin;;-;n•ell ~ '=a
c:rate~slu•iilk-51i•ell potential. ,
poiential; sZfuratec ~ -
i!i 1x-iiiter and spriiig. ~ " ~
- ~
areeman (raB, F:ii- to \ot suiza- -Ncz suita- Poor___Moderat@ t0 vFrxiiigIl 11oderate stabil- Moderatelr slow
FaB3, FaC3), noor. - ble. ble. siisceptibilitv to itr; impervious to rerv .lon
fro:t action; nioder- Nrben cenipaci- permesbilitr.
atelv siow to verx- ed; low to iziod- ~
slo»~ perineabiliti-; erate shrink- ,
lo»- to nloderate swell poiential; „
shrink-,R-ell potei:- soils crack when
tial; saturzted in drr. sprinr.
Garfield (GaC3)Fair to Not suita- lNot suita- Poor_____ 'AIoderate to rerr high &Ioderate stabil- 14loderate to
gOOd. ble. Ule. susceptibilitv to frost itp; impervious slow perme- -
' acfion; moderate to n-hen compact- abilitr.
sloi+- permeability; ed; moderate to •
inoderste to liigh high shrink-
s:irinb-sn-ell poten- sn'ell poteiitial.
tial.
r
_ -F
Garr;soa (GgA~ 'Fair----- Not suit- - Good below- Eacellent_ Slight to no suscepti--T Aioderate stabil-~ ~ioderate to~ ;
~Gg 8;4G m 8;~~ ~able.''~ "~k siuface ~ =to~frosti acti on•• ~ty pervious~ ~very-rapid ~
n B). .layer. ~moderate~to rerv~,,. ;,,~.when^com- permeability. . ; ~
- ~~rapid pe.rmeability;• paeted; lo -
~ :`°`~-lon•`shrinb=sri*ell a • sh"nmk-swell
=~potentiA :
• 'a~S."r~~'i~t 1' 2+.',,,1: _ . ~ .'1~ . ' ' f'2+'S7" .7.:
. . ~,.y
•
.
. '
Se2 fOOtIIOt@ St QAQ Of LSDZe.
" -
. • y •
_ ♦ .'ti
A
. • . ' +•~ey.: ri-
-
. . . _ ' • ~ , ' • ` . - = x~ ~
. - • - - _ - . '.A:
' - _ • • . _ • • . . ' ' - ' . . . . ti. - . r ' . „j~h
. ~
' - ~
SP4K.1\ E COVISifiT , n' ASHLNGTON 93 f?
.
ropcrlies of soils-Cantiiiuecl ~ Soil fc;Ztures a6ectin-, Continucd
~ .
:ll'ill POI1d5- . Contiuiied ~ A,_,ricultural = Tcrraces aiid Scwaae disposal
drainage ~ Irri_,ation : diversions W, aicrwavs ficlds Traffic:iUilitl•
! .
Lmbankmcnt
Verv low shclr ;'Moderatc to ! lloc3erate in- S.ow resistznce Low reri=tance to _lloderate to Very lo« shear
streiiath; Qcmi- ! moclcr;~telv } t;it:c r1te; to erosioii; cro=ion: mod- moclcratelr streu~,tli; loiv
pcrvious to im- ; rapid perme- ! moderate moderate to e: zte tvater- rapid perme- load-cacrving
pcrrio»s Avhcn 1 water-holdino nYOderately ~,o1dinF_ capac- abilitv; nicci- capacitr;
COllll):ICtCCI; me- t , c;ipacit•v. rnpid perme- i<<': vcgetatiou erate.ou..oc?- moderate to
dittm cotnpress- ' ability. c::f-Fc.ilt te eratelx- rlpicl I110C:erately
ibilitv: low htsi:li=h esceFt nater-holding rnpicl perrne-
st;2bilit}-. - on Drzgoon caplcity. abilitr.
qrn.
; • : =ilt• lo~
l ~
Lo~~~ shea~r strength; ; NIoderate to i\Ioderate to 1lodc:ate resist• ~iocler;ite resist ~•Iodcrate t.o Lon she:lr
senlipervious to ~ A'ery rapid ' moderntel.- a,nce to ero- ::n-c_ to ero=ion; ver1= rapid strenRth: mod-
irnpervious «'hen ~ nerineabilitv. : rapid intake sion; ruoder- moderate n at-er- permeability; erate to high
compacted; sliQllt ' i rste; .noder- ate to verr ho1diLz ca- moderate load-cai•ryiug
compressibility; ' : ste n-a'ter- rapid periue- nacitt-: vegetl- Avater-holding c:tpacitr; lnod-
loNv stabilit}r. hoidin- c1- abilitr. :iou diftictilt to cap:Icit•y. , erate to verr
~ pacitr. FS:ablish eicept r.tpid perme-
s 0_: r-.iflika :ilt aviiity.
~ - - , . m . •
t"erx- loAv shenr :'_\Ioderate to '-\Ioderaze to ltodcrzic re;i~zt- Mocierlte resist- 'Moderate io N-erv low shesr
stcength; imper- ; moder:itelr moderatelr ance to ero- arce to ero=ion; moderltelv stren`zh; niod-
~•ious «~lien cotn- ; ;lo~~ perme- ' ;lon~ intake sion; nioder- ~•Arr high ti~-atcr- sloR peruie- e~•Zie to lo~
~ pacted; moderaie ~ ::bilitr; s1tu- - rnte: verv Ate to liloCler- i~Oldiia° Cap:lC- :11?il1Ly; t'eT1- load-carr}•illg
~ to high conipress- , r3ted in «in• ` high water- at,e1v sloR' itr; except for highwater-hold- capacitv; mod-
ibilit~-; modcra'tc j ~~.r and : holdin- ca- periueabiliir. =:~lt-zoler:znt u~ c:ip:tcitr; er:ite co inod-
stabilitr; cracks ! Sprinj. ; p:tcitv. =oecier, ve~etn- slturated iu eratelti- _lo~j
~~-hen dr~•. ; iiou difficult to ~'iuter Zn~i permeabilitv.
e_-, abliSh. spring.
Verv lon- shcar S 'Moder:►tel.r i lIoderaielr lIoder:itc re-cist• 'Moc:ernie resist• ~Ioder~telr Vert low shear
strenath; imper- =1oR to ~~ei.r i :lo« to .lo~- auce to ero- :iace to erosion; sloi~- to A-er}- stren~thJ mod-
~-ious n hen coni- -iow pcrme- - intzbe rate; - sion; inoder- -crv ui=h n ater slon- pei•me- erate load-
p:icted; meciiutn ibilitr; satu- ; verv hi~h atel~- Elo« to Lolcling capac• abilit~; rerr cnrr~•ind ca-
compressibility; :ateci in ; Rater-holdinm ver~- slo~c per- izy;~-e~etstion high n-ater- pacii~•; mod-
moderate stabil- ,t~rin'. : cap.1C1Lr. nieabilitr. fc11rly ezsy to holdina ca• eraiely :low to
itv; soil; crlck E , el~.tlbli:.h. pacitr; satu- verr slow
when drr. ~ . rated in permeabilitr. . I
. ! sprinb.
Vei-y lon' shear 1loderate to S:low iutake Dloderate resist• 1loder;ite resist- illoderate to Verv low shear
strength; imper- ,lon perme- rate; very ance to ero- auce to erosion; slo-sr perme- strength; mod-
r•ious wheii com- abilitv. hi,h water- sion; moder- verr hi~h abilitr; ~~ery erate load-
pacted; mccliuni to holding ca• ate to slo~- ~-ater-holdina high n-ater- carr}-ino ca-
high compressibil- ; pacitv. permenbilitv. capaciiy; holdin- ca- plcitr; mod-
ity; moderate ~ veRetation pacity. erate to slow
sta.bility; soil fairlr eas~- to permeability.
crlcks n-hen drr. establish.
IIigh she ir strength; ~Ioderate to Rapid int3be-- Moderate resist- _tltoderate resis~: •lloclerate to High shear :
« per%ious »hen,~~.^-;~. ~...cery,rapid74!& -;,.rtite;Emoder-,: . j&U,s►noe,to„~,em~s„~ionery~pid,~, .~st~ren,gth,~,hig
g : permeatility, - • load-carry'ing _
compucted; •siight permeab,ility,_ ate t41o«~ ' sion; moder- moder~te to low~
.r
compressibilitS, ~ater~h-'oldin" : ate'to~~erp~"~tei~'ol ""inodeiate~'to~ "'~ca acit.y; :
~ *i.rw'..~° K~ +M.v ♦ 1.~
-moderate-sta ;3 rnpid perna~; % ~;capaaity ,-~ve lo~vs~var.ter": oderate~to ~
bility. t~t~on;di~cult hold.ing.ca- very;arapid ~
~toe'stsb~v's,~h',~on . permeab
~stony l~1ity:
oM,
.:.r....- ,s....
I - fsiri~; eusy,
o~~Y ' .
~ther sofls: ;
- ' • 1
• - ' , . - _ - ' ~ ' - ' ' ' ' ' c;:.;2,'~~t
' - ' • • - - ' • ' " • _ - . « . "-v a . • - - - - . , , . • ' . . . . c.~r~- -
Y~~~
~
~n ~
~ u
. ~ ~
. ~ .
s ,
rr• , r
~ ~ ~ ~
r~ . . •
- I ~/A ~ r
~ ~ ~ ~ , IA ~
l r ~
, I r - i
' ' 't ~ R~- I
~ . ~ ptNES_ ~ ~ - I ~ , NC10'bSE f ~ .
~ ~ ~ ~ t% t1M
. , 1 ~ ~ ~
~ 1 ~ . i r, ~ l r,
I . . . - ` ,,,,r r
' ~ . Ot t~M'~' ` I' . ...r ~ ~ ~~,'M~(j,~
~ I L r _ riM i A ~ • ' r ~ !
. ~ ~ ' ~ s ' , ~
' ~ ~ 1 ,,,N~S~~ ~ ~ ~ . ~ I .,q,S1 ,
, ~ N
. 8 • _ ~ .
~ ~
` ~ I - ~ ~ ~ ~ . ? I
~ ~ ~ I I t 1 ~ ~ ~
. ~ . i s,ti ~ .
~ ~ ~ ~ ~ , ~
: i ~ ~ , ' ~ 0 ~ ~
~ ` ' I . ~ - I ~ ' ~ ~ ~ AI~] ' 1
' ; I ~ 4 1 i' ~ f'
I I ~ ' ~ ~ ~ ~ ~ . ~ ~ ~ I ~ . ~ ~ ~
, ~ I ~ r I ~
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Q0vqr.oTR I Na ME TNQO (TEN VEAA BTOR M DE6 ION) RRaJE CT: WlC►E W0p LD
DETEhJTi 4N BASI N aE5 fGhJ - BASI N: i
REVIEWER : 'liVR L
NUM6 ER OF DR'ME LLS P ROPOSE D atATE : 05- hJiirv- 95
1 Si ngle (iype A) 1 DoublA (-bf iae B)
Tr-onl Arra (calc.) (see H 1) 0.74
Ti n7E crf Conc. (caic.) (see H 1) S. Cci
Gompc,afte (ralc.) (see H1)
G. ~
Ti rtip- r,rf Conc. ( nii n) CO
Area f Ar r¢s i 0.74
C' FacbG r 0.77
(r,•i pEntic,us AreR (scl. f#.) 26:382
VOlU il1N P"f IcbCl 1125
0 l.J~I r_-AaY (Cf S) 1.3
A rp-a * C,4' Fa&or u. ~
#1 #2 #3 #4 #5 #6 #7
Ti me Ti nie I r~ nsity Q r_1ev. V in V out :-o rarG
1nc. lnr.
(ni in.) Ri n.I h r. ) tdsl (cu. ft. ) (cu. ft. ) Rcu. ft. ~
(~1 y%) (A A:: V 0) (autf. (#5 -#6)
5. co 3 c.o. co 3.18 1.81 3 C-ri. c~~
~ 300 3.18 1.81 79Q 3-CK 339
10 6CO 2.24 i 8% 780 116
,7 1.01 1011 1170 - 159
15 oG+G 1.7
20 13)0 1.45 O. 'a3 1076 1 %0 - 4,94
9 ti 7 500 1. 9-1 0,69 1105 1 C60 - 194a 30 1.900 1.04 0. ~ 1128 2340 - 12 1?
35 ~ iC~o Q1 0.52 1 142 2 73 - 15c`8
40 2440 0. 82 0.47 1160 3120 -1951
46 ?70 0 0.7
4 0.42 1189 3510 - 2323
50 3 coo 0.68 0.39 1202 3900 -26-0.8
55 33cio 0.64 0.36 1241 4290 - 3049
60 :3600 0.61 0....}5 128 7 4630 - 339J
6 -q 3.a00 0. 60 0.34 1.369 5070 - 3701
74 4200 0.58 0.33 1422 5464 - 4033
75 4540 0. % 0.32 1469 5854 - 43$1
sa 49"Ja 0.53 0.30 1431 6240 - ~759
5100 o.,-;2 0.30 1542 6630 -
90 5400 0.50 0. ~ 1568 7020 - - !54!52
95 5700 0.49 0. 2B 1 620 7410 - 5790
100 6GQO 0.48 - 0. Z7' 1670 7900 - 613a
GRA1NAGE PONa CALCU LATIONS
Reclu irecl g rassy s-,xale pon cl ,tora~je -,-al u n•ie ,
mpentiQUS Ared x.l.; i 0 12 i n~ft. = 1120 cu. ft.
G rass~ swaW_ poncl tinlu me praviciecl = 1125 cu. ft.
_,y_
aR`ME LL R EQUI RE ftilfENT S -1G'(EAP DES IGN STOR it11
Muam u m storRye reclui rec! lN Bcmerstrin g _ 3 ,Q cu . ft.
t•au mbpr R nrl ~/pe ofi D rVm-i is Rer_lu irGd = 1 Si nylp
1 Coubie
_
T IME OF CONCEhaT RATi aN (ni in utes)
Tc f cvedancl ) Tc (gutter) A reas
t = ~S L.? = 4 0.62 4. -CO
Zl _ 0 0.12 0.10
L1(A) = 211 Z2 _ 0 0. ~o 0. GCt
N(A) = t?. 01 b B= 0 0. 00 0.00
S(A) = 2.16 n= 0 _ 0. Co 0.03
s = 0 0. Co 0.40
Tc (A) = 0.25 cl = 0 0. cG 0. Cc,
. . TotaI A Comp"C', .
U(B) _ 0 T~ (c~u) _ 0.L~Ct 0.74 C~.~
N(B) 0 Tr,(A-f- B) = 0.25
0=C*i*A= 1.81
Tc(tcft.) _ 5.00 Q(est ) = 0.00
Tc (B) = 0.0 1 rte nsit/ = 3.18
T~ (to tF! t= Tc (mp t1RR tl) + Tr (C-j utber)
Tc (mer-lRnc1 ) = G`t*t L1 WS "0. R-j "0.6)
C't = 0.15
Ll = Length af Cverianci Fir.xw
N= f rirrtion fa+cta r of overiRnr_( flcn,Y (A fo rmee rage 9 rRSS cch,w)
S = Rv+erege slal:e af cw r1an cl flcw
TT t guttera = Len cjth tft. YVeic+c~y (ft.is-ec. V60
E= B attoni wi cith vf gutt-r Qr ciitich
Zl = i rnyp- rse orf cross siope on e crf clitrh
Z2 = i mee rqe af cross slope twv af clitch
ci = clel:th arf flow i n gutter (eeti mflte, check esti matevYfth Flr.nw) .
A R-a = cl *B +d ^ 2? IZ1 +M) '
.
Wetbed perin7ater = B "'c1+ (Ys in (atrn (l1Zl))+ llsin (atn(1IZ4))
1-yc) rRU lic Racii us = R= Area.Wet ! Pe n niete r
VEloci~ty _ 1.486ln*R ^.667*s" .5
F Ir-rw = VA1oc ity *A rea
n = 0.0 16 fo r asphRtt
s= langitucli nal siope of gutber
. ~
_ _
~
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. _ ~7 -
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BOIA/STR 1 tqG frJlE THaO (TEN YEAR STOR M DES lGN) PROJE CT: WiDE 1nfOR LD
DETEhlTI ON EiASI t`! DEStGN BA51 N: I{
REVIEWER : UdR L
NUM6 ER OF DRYWE LLS P ROpOSE D DATE : 01-M&f- %
1 Si n Jle (tylae A) 0 Double (bfpQ 8)
Tota1 Area (calc.) (see H 1) 0.04
Ti me af Conc. (calc.) (see H 1) 5.00
ComposftQ 'C" (calc.) (see H1) 0.90
Ti me af Canc. (mi n) . ~
Area (Ac ip- s) , 4_44
C'FRG't0 fi 0. 9D
In•i pervious Arga (scf. ft.) 1758
Valu nie P mvicWd 1 15
OutfiDo (rrfs) 0.3
n r►?a * C' Fa,ctor 0.04
#1 #2 #3 #4 #5 #6
Ti me Ti me I rrtp- nsit/ G2 clenr. V in 1f c ut SYoracQ
! nc. i nc.
(m in. ) ~s Cmc. ~ (i njh r. ) (c#s) (cu. ft. ) (cu. ft. ) (cu. ft. )
(Outf. (#5 -#~j
!5. 300.00 3.18 0.11 46 90.00 - 4a
C; 300 :3. 18 0.11 46 90 -44
10 600 2.24 0. 08 57 1 90 - 1?3
15 90D 1.77 0.06 64 270 -206
20 1200 1. 45 4. i.6 63 360 - = 2
25 1500 1.21 0.04 7 4.:0 - C-80
30 1800 1.04 0.04 71 .540 -46.9
35 2100 0.91 0. cd 72 630 - %8
40 2400 0.82 0. C3 74720 - 646
45 2.700 0.74 0. co 75. 810 - ~c'.;
50 3000 0.68 0.02 76 goa - 824
55 3300 0.64 0.02 78 990 - 912
60 3e00 0.61 0.02 81 10e0 - C09
65 ~..~aO 0.60 O. C2 86 1170 - ~004
70 4200 0.58 0.02 90 1260 - ~ 170
75 4500 0.56 0.02 93 1350 -1257
$0 48DO 0.53 0.02 94 1 440 - 1346
$5 5100 a. 52 0.02 Q? 1 -~a - ~433
- 90 !5400 0.50 0.02 99 1620 - T521
96 5700 0. 49 0.02 102 1 710 - 16t~ 100 6004 0.48 0.02 1.05 1800 - 7695 `
- - - - - ;
aRAINAGE POND CALCU 1AT10NS ;
,
RQClu irecl t} assy swale pon cl stamye vol u me - 4
= I mpervious Area :c 5 i 0 12 i nIft. _ 73 cu. ft. ~
a
~
G rRSSy sumle pontf valu me proride►cl = 116 cu. ft. ~
r
r
,
~
DRYVqE LL R EQUI RE MEhJT S-10 YEAR DE5 fGN STOR M
Nla3dmu m storRge rGclui tetl 13y Bcnrrstrin g _ G cu. ft.
t,1u mhQr a ncl ~/pe of d n/roel ls Reclu irpr_( _ 1 Si ngle
G Dauhle
,
. '
:
. a
.
a
T IME OF rOhJCEP1T RATI 0N (m in u~s )
Tc (cnnedRnc! ) Tc (gutber) - A rr-e s "C'
Gt = 0. 795 L2 = 0 0.04 0. ~
Zl = 0 0.00 G. Go
L1 (A) _ 42 Z2- _ 0 0. OD 0.00
N(A) = 0.016 B= 0 0.00 0.00
S(A) _ ~'i? n = 0 0.00 n. Co
s = _ CJ 0.00 0. rio
Tc (A) _ 0. c!9 c! _ 0 0.00 0.00
Tatal A Coml) "C'
U(B) 0 Tc (qu ) _ 0. On. 0, r4 0.90
N(B) _ 0 Tc(.A+ B) _ 0.09
S(8) _ 0 0=0*1*A= 0.11
Tc(tct.) _ 5.00 Q(est ) _ 0.00
Tc (6) = 0.0 ( rrbe nsiti _ 3.18
To ftotal Tc (on►edan ct) + Tr, (quttert
Tc (cneriRncl) = C.;tN Ll *NJj "0.5) ' 0.6)
Ct = 0.15
Ll = Lencth of Ovpdanc{ Fla+jr N = friction facto r riF overianci f 1cw (.4 fo r ave rEicle 9 rass coh,-eri
S= Rverage sfoiae cf ave rlancl flcw Tc ( gutter) = ten gth (ft.,Weiacity ft)sec. ;dGQ
B=B attom vri ckh afi gutter or clkh
Zl = i rnee rse of cross slope on e cf ciit,ch
Z2= i rnve rse af crr,ss 5f ope too af c1i-bch
r! = cleloth of flcrw i n gutter (RSti mate, check eGti mate vYith FimY)
A rm-a = cl'"B +ci ' M jZ1 +Z...") ,
WetbAcl pQrimeter = B''M+(lJsinfatrn (lfZl)1+lJsin(Rtn(7fZ4))
FIVci cau lic Racii u$ = R=Armfflettiecl Pe ri rnete r 'Veiocity _ 1.4861n*R " .667*s" .5
F Ir-rw _ Velocity*r'l rna
n = 0.0 16 io r Rsphaft
= Inngi#ucli nLi! slQpe of guttier
r
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~
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BOWSTR I NG hnE THOD (TEN YEAR STOR M DF-S IGN) PRa.JE CT: WIaE kiYOR LD
GETENT! ON LASi N DES IGN 6AS1 N: ia i! I
REVIEWER : )RR L
haUh11B ER OF DFiWVE LLS P ROPOSE D L1ATE : 05- mRy- %
2 Si n Jlp (bfpe A) 1 DouhiP (tyiae B)
Tortal Ar-c_~ (cmIc.) (see H 17 0.95
Ti n-iG of Conc. (ra1c.) (see H1) 5. Cri -
Cc+mpr sfte'~1" (caIc.) Rsec- H 1) 0.80
Ti nte ~sf ranc. (nii n) . q. CIO
A P-a (fir, rps) 0..,-
C' FRCfir r 0. WED
In-i pGroiiaus AreR (sc1. ft.) 36155
Voiu riip P rovifbd 112 -1;
0 i.rff low (ds) 1.6
Area * C' FRc#ar 0.76
#3 #4 #6
Ti nie Ti n7e I rte nsit/ Q r_Ir_n,-. V in V Out or~r1 e
i nc. i nc.
(n; in.) (sP-C. ) (i n.)h r.1 (c#a) f cu. ft. l (cu. ft. ) (cu. ft. )
(A''C. 3) (Outf. (#5 -#6j
5. 3 c0. co 3.18 2.41 9770 480. CO 4-~f
~ 3Ciri 3.18 2.41 970 490 4 %
1~`J 600 '22. 24 1.70 1794 960 234
i~ 9cci 7.7~ 1.34 1346 1440 -94
20 1200 1.4F.; 1.10 1433 -!Eceo -487
2 15 1500 1.21 0..co 1471 2400 - cr, ci
34 rt 90t} 1.04 0.79 1 t-do 7 28L30 - 137'
3 2100 0.91 0.69 1,.21 3.360 -18-1-19
40 2400 0.82 0. 621 1 b-67 3840 - 2233
45 2-70 0 0.74 4..~6 1574; 4:320 -2746
so 3000 0.68 0.52 1601 4900 -3199
5 15 3300 0. 64 0.49 1 E63 5180 - 3627
60 3604 0.61 0.46 1714 5 "160 - 4446
65 3904 0.60 Cl. 46 182.3 6240 - 44 1?
70 4200 0.58 0.44 1894 6720 - 4826
75 a500 0.56 0.43 1966 72+00 - 5244
80 4840 0.53 0.40 1972 7630 - ~'00
85 5100 0.52 0.39 2r63 $ 160 - 6147
- 90 li-400 0. si 0.38 2~8 8640 - 6552
95 5700 0.49 0.37 2 158 9120 - 6962
1 00 6000 0.48 0.36 2 212 3 9000 - 7377
DRAINAGE PONa CALCUl..ATIONS
Reclu irec) g mssy sN,vale pon c1 storacp -,nl u me -
= 1 mpentious Area x.5 i n./ 12 i nA. = 1~6 cu. ft.
GrRSr,,.y suxie ponti tnolu me proviclec) _ 1125 cu. ft.
-z~-
DR`OlUE LL R EQU1 RE MENT S-10 YEAR DES iGN -STOR M
hAaxim u n-i stotRge ralui recl 1yq Bowstrin g _ 490 cu. ft.
r•1u nibQr R nr.l t~~~x--- of D rymxpl Is FiAr_lu irAcl = Si ngip
1 Dauble
_zs -
~ ~PAE OF CONCENT RATi ON (niinutes) ,
- Tc (oveHancl) Tc (gutb~~) A FeRs „CF
C.t = cl. 15 ~'0 0.83 0.
- - Zl _ 0 0.12 0_ 10
' L 3 IAj = 211 Z2 _ 0 O. W 0. L()
N(A) - 0.016 B- L' 0.00 0.X
S(A) 2.16 rl = . 0 o, 00 0.00
. s = 0 - 0. CCJ 0.00
Te (A) = O. 25 - 0 0.00 0.00
TotaI A Gomp
Ll (B) _ 0 Tc (yu) _ 0.CX) 0.90
NfB) ~~(A~ ~ 0.125
- ~~B') 0 C I "'A= 2.41
Tc(tck) ~ 5. co Q(est) = 0.00
T B) = 0,0 1 rtp- fisiiy = 3.18
;
,
Tr (t--jtal) = T~ tovp- danct) + Tc (qufterl .
Tc (cevq d EL ncl) _ G1 N Ll *Nj'S ' 0.5) ' 0.6)
ot--0.15
- Ll = Le n~~ ~ ~edand Flow
- N = f Hcton #acto r r ~vedanci ffm-v (A f~ ~ ~ cojie~)
S _ avera~.~~ ~~~~e crf ovedancI flcw
~ Tc ~ guttee) - L~n ~fth (ft. )/VeI~6/ (ft.Xiec. V60
6 = 9 othni vic k l~ ~ ~utter r~~~litch
; Zl = i rnrv-n r-z3-= a~ cross sIope one o# cli~h
Z2 = i me@ mzap o# cross sI~~~e tAo cd clitr-h
cl = cle fA h of ~ ~ ~uttw (esti ~~at-:~, ~t mat~ wfth F~~)
A R-a _ c1T +d ' 2P2 1(~1 :
'VVLmtbcf perimetef = B*cl+(lkir~(~~(lfZl))+~~.sinfatr~~~~~~)
FiycI rau lic Fiacli us = R = ~~ffletted Pe d r~iete r
'Veilocit/ 1.486WR
Flow_ ~~~~rky*A rea
n = 0.0 16 r Eisjohaft
S _ ~ongituckf ~~utter
, -
- i
ULICS
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OH-IP,M- 2/15/88
US Department of Agriculture
- Soil Cvnservation Service
DESIGN WORKSHEET
for Circular Section
prepared for
Worl.dwide Graup
in
- SPOKANE COUNTY, WASHINGTON
Designer : WRL Checker
Date : 04/28/95 Date
r
6" dia. PVC
Slope = 0.0200 ft/ft - Hydr Radius = 0.13
'n' value = 0.010 Area = 0.11 sq.ft.
Capacity = 0.63 cfs
Velocity = 5.5 fps
Diameter = 6 in.
Depth of flow = 3.4 in.
Q= p, & 3 d
. - 3~ '
oH-IRM- 2o15/88
US Department of Agriculture
r Soil Conservation Service
DESIGN WORKSHEET
for
Circular Section
prepared for
W o r 1 dw i d eG roup
in
SPOKANE COUNTY, t+rIASHINGTOI+I
Designer : WRL Checker
Date : 04/28/95 Date
10" dia PVC
Slope = 0.0100 ft/ft Hydr Radius = 0.23
'n' value = 0.010 . Area = 0.34 sq.ft.
Capacity - 1.91 cfs
Velocity = 5.6 fps
Diameter = 10 in.
Depth of flow = 6.0 in.
~ _ ~~s >
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. a
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SAWCUf !~S NECESSARY- • . . ~ TO ~ROV41E MEAT t ~i ` ~ S.I. $TA. 4&+20.47 VERTICAI EDGE TO . ..,4
. ' STATIONING PER CRP 1479 ( , ~ MATCN IN T0. , ' • MARIETTA wuNTw~ ~
- Ir, UoST. PAVO~p~T fxiSTINC ,.~t . AVENUE ~ ~ a,r~ur,c ~ . ~ r ' . ~ .l ~ ' ° ,
, ~ • I CRACE ' 7 ~t ~ :.t!rr~ `,i*~;x'.it/1'~', :'~:~e'~\• : ~ ~ ' ' • • r I /11,'.__:.~' • ~ ' , I;
. . ~ _ ~ y. • w~ ~ 20 10 0 ' 20 40 ~ I.. . . I R' ~
.f~~ ~ . ~ ~ +~r s~cnorr . w. ~i ' - R=u01£ DoST. WRB~ SEE,57 PW~S. ti t ~ • ~ ~ SCALE FEET
a asrxi. r+~w , . 7 ~ _ . . a ~ss 'e' ~cv ov~x - . . ~ i; . _ _ . 3 c~us+~o sur~cwc , ; • .
~ ~ m m Ta~ •oouusc . < ; c ' . y~ ~ a ' . ~ ' • . ~ _I ~ W7 ~ . , ~
. 8U ETE . ~ , i` Q ~ . • • . . _ .s•^~ "~j ~ ~-i .r ~ N . . . ~1 Q „ z: o Q~ ~ APPROACH SEC110N A A~, i , n WC ~ - . . . ~ ~ i
~ 4q N.I.S ~ G `7..' < ~ . , ` . \ .
' ~ ~ , ~ 'p' EpsL CHAINUNK • ~ ;~I ~ .I p W ~ _ , ~ ~ ~ FENCE < ~ 1
~ ~ a~o ~ . , ~ . ~ ~ti Z ' ~,c ~ . • N B9'S8'27' E ~ ~20.00' ~ ' f - - _ _ . - -e
z . ~ . -r- , . , , . , ~t. CiR. Of REIURNS I ~ o r- ~ - ~ x o ~ ct~ t - ~ ■ I
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