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City of Yelm
YELM
WASHJNGTCN
105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(360) 458-3244
December 19, 1995
Mr Del Repnow, Partner
Country Storage
POBox 643
Centralia, WA 98531
Re Conditional Occupancy
Dear Mr Repnow,
The Clty of Yelm is in receipt of your letter dated December 13,
1995 requestlng a December 24, 1995 opening date for the new
Country Storage The following items will need to be addressed
and completed prior to issuing conditional occupancy status for
your project
. An assignment of funds on deposit at any financial
lnstltution for the benefit of the City of Yelm in the sum of one
and one-half (1 1/2) the estimated cost of the proposed water
line extension from pOlnt of origin near Bon Jon's to the
easterly property corner on the Yelm Highway of the Yelm Builders
Supply, Inc , as well as the extension north on Grove Road to the
northern boundary of the Country Storage property The
estimated cost to be based on Public Works Project guidelines and
prepared by a registered engineer in the State of Washington,
reviewed and approved by the City of Yelm Public Works
Department
m Installation of the water line extenslon must be
completed by May 4, 1996
. A rider must be attached to your commercial insurance
liability policy acknowledging the conditional certificate of
occupancy means occupancy of the building without full code fire
flow, identifYlng the City of Yelm as an additlonal lnsured with
limlts of not less than $1}000,000.00 including any claims in the
event of damage at the site due to low fire flows
*
Rec)'c~d paper
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2.
. A final building inspection will be completed prior to
the granting of conditional occupancy
. All water line easements must be secured from property
owners along the proposed right of way prior to the issuance of
any conditional occupancy.
D An acceptable plan for the dlsposal and or removal of
surplus site grading materials must by submitted by December 24,
1995 with completion no later than May 4, 1995
All of the above conditions must be in place prior to the
granting of any conditional occupancy of the premise Failure to
meet any of the above mentioned conditions} will result in a
recislon of the condltional occupancy permit.
If you have any questions or comments, feel free to contact my
office at (360) 458-8499.
Slncerely,
City of Yelm
JeS1~
Public Works Director
~
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Kathy Wolf, Mayor
Shelly Badger, City Administrator
Cathle Carlson, Planner
Tim Peterson, Public Works Supervisor
Jerry Prock, Building Official
Edward "Smitty" Smith, Water Superintendent
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City of Yelm
YELM
WASHINGTON
105 Yelm Avenue West
POBox 479
ielm, Washington 98597
(360) 458-3244
May 14, 1995
Kirk S. Bovitz
Howard Godat & Associates, Inc.
2708 Westmoor Court S.W.
Olympia, Wa. 98502
Re: Yelm Mini Storage
Dear Klrk,
In regards to your letter dated April 27, 1995,The City of Yelm has
reviewed the revlsed plans your office has submitted for the Yelm
Mini Storage project. All correspondence associated with the design
is in the construction file and by reference attached to the plans
and documents. The plans are approved as submitted with the
following exceptions:
WATER PLAN
Sheet 6 of 7
1. A maximum of 300 lln. feet between hydrants is required
to facilitate local fire fighting equipment.
2. All flre lines to be supplled from a 10" water maln.
3. Flre hydrants to be located a mlnimum of 50 feet from any
flammable structure.
4. The water main extension from Plaza Drive to Grove Road
along SR 507 and on site fire hydrants will be installed
and certified prior to th~ issue of occupancy permits.
Please review the comments and make necessary corrections to the
water plan as soon as possible. In the mean time be advised the
grading permit can be issued subject to these requirements.
@
Reevcled JXlper
"
Page 2 of 2
If you have any questions or comments feel free to contact my
office at (360) 458-8499.
Sincerely,
City of Yelm
X:::~n~
Public Works Director
kg/lmh
CC Del Repnow
Jerry Prock
Cathie CarlsonV'
YMINI-G
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City of Yelm
105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(206) 458-3244
TO: Rick Maken
FROM: Catherine Carlson, City Planner
DATE: March 29, 1995
SUBJECT: SPR8129 - Site Plan Approval
On Monday, February 6, 1995, the Yelm City Planning Commission
granted approval of the Site Plan application for Yelm Mini Storage
located at the northwest corner of Grove Road and SR 507. However,
the following conditions of approval were set by the Planning
Commission:
1.
The watermain extension must be constructed and
completed prior to occupancy to meet fire flow
requirements;
2 .
Grove Road and SR 507 right-of-way dedication as
required by the City of Yelm;
~..
The applicant shall contribute financially to the Five-
Corners intersection improvement and/or Y-2 alternate
route as specified in the 1992 Yelm Comprehensive
Transportation Plan. SEPA mitigation for traffic
impacts are as follows:
6.5 PM peak trips @ $300.00 per trip
= $1,950.00
/4. The applicant shall submit an agreement waiving any
~right the applicant might have to protest the formation of a
'Local Improvement District (LID) or Latecomer's Agreement;
5. Frontage improvements to Grove Road and SR 507 are
required at the developers expense. The developer may
request a deferral of improvements and enter into an
agreement waiving any right to protest the formation of
a LID or Latecomer's agreement;
6. Landscape/buffer requirements, per Chapter 17.38, shall
be met and a plan provided with construction drawings;
7. Construction drawings must address the comments in the
letter dated December 21, 1994, from Cosmopolitan
Engineering Group (attached); and
*
R<<yc/.ed paper
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March 29, 1995
Page 2
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The future commercial area (at the corner of Grove Road
and SR 507) will need to be reviewed separately for
site development guideline compliance when the actual
commercial use has been determined.
These conditions must be met prior to construction or as stated in
the individual condition. PLEASE RETAIN IN YOUR FILES, THIS LETTER
CONSTITUTES APPROVAL OF THE SITE PLAN.
If there are any question, please feel free to contact me at Yelm
City Hall, 458-8408.
Sincerely,
~k/ (!pf~
Catherine Carlson
City Planner
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Washington State
Department of Transportation
Sid Morrison
Secretary of Transportation
Olympic Region Headquarters
5720 Capitol Boulevard Tumwater
POBox 47440
Olympia, WA 98504-7440
(360) 357-2600
Fax (360) 357-2601
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1
February 13, 1995
FEB 6;, 'j
Ms Shelly Badger
City of Yelm AdmInIstrator
PO Box479
105 Yelm Avenue West
Yelm, W A 98597
SR 507 MP 29 59 Left ViCInIty
Yelm Mim-Storage Site Plan
City's File No SPR 8129
E e File No 95052T
Dear Ms Badger-
We have reviewed the subject sIte plan, and we concur with the mitigatIOns as outlIned In your
MDNS
However, we request on future projects to be allowed to be nivolved In the SEP A review pnor
to the MDNS of the SEP A process We ask this to allow us the opportumty to have our
comments or requirements Included on the MDNS
Thank you for the opportumty to reVIew the MDNS for the subject project We look forward
to working wIth you In the future If there are any questIons regarding thIS letter, please
contact John Klockenteger of my staff at (360) 357-2623
Sincerely,
~,C~ ~~~~
DALE e SEVERSON, P,E
Development RevIew Engineer
Des / ffiK
File: THURSTON\9S0S 1 \REZONE,DOC
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YEIM PLANNING DEPAR'IMENT STAFF REPORT
YEIM MINI STORAGE SI'IE PLAN (SPR 8129)
DA'IE OF STAFF REPORT: TUESDAY, JANUARY 31, 1995
DA'IE OF PLANNING CQ\1MISSION PUBLIC HEARING: MONDAY, FEBRUARY 6, 1995
BACKGROUND:
The City received an application for SI'IE PLAN APPROVAL on December 12, 1994.
Since that time, the City has been working with the proponent on the
application.
BASIC FACTS:
Proponent: Rick Maken, Country Storage, Centralia, WA
Proposal: Site-plan proposal in the C-3, Low-Traffic Corrmercial of Yelm to
construct 8 mini-storage buildings of various sizes totaling 63,300 square
feet at the northwest corner of the intersection of Grove Road and SR 507.
Public Notice: Notice of Public Hearing was published in the Nisqually
Valley News on January 26, 1995, posted in public areas on January 20 and
mailed to adjacent property owners on January 24, 1995, Mailed to all on the
Planning Commission mailing list and applicant on February 1, 1995.
Location: Northwest corner of Grove Road and SR 507 (across Grove Rd. from
Yelm Builders Supply).
Comprehensive Plan: This proposal meets the Comprehensive Plan designation
for this area.
Zoning: C-3, Low-Traffic Corrmercial
Area Land Use: Immediately adjacent area east is zoned C-3, to the west C-3
and C-l, to the north Yelm Residential-Agriculture 1-5 and to the south
Thurston County Residential 1-5.
Shoreline: N/ A
Critical Areas: Sensitive Aquifer
Resource Lands: N / A
Historic Structures: None
Soils and Geology: Spanaway gravelly sandy loam.
Topography: Terraced and flat, steepest slope approximately 6.5%.
Air Quality: Should not substantially affect the air quality.
Parking & Traffic: This proposal meets the required number of on-site
parking spaces based on occupancy. 1 staff for full time on-site manager, 3
for visitors to office, 1 handicap.
. ..
Solid Was te : LeMay Garbage Service.
Wastewater: On-site septic system to conform with Thurston County Health
Department requirerrents and City of Yelm sewer specifications for possible
future connection to Yelm's sewer system when available in this area.
Water Supply: City of Yelm water supply. HCWEVER, adequate water (for fire
flow) is currently not available to the site. A recommended condition of
approval is that watermain extensions be constructed and completed prior to
occupancy. Existing city water is installed just west of Bon Jon's and must
be extended to this site. Yelm Public Works Department has discussed an
extension with several private property owners that need city water for
development plans. Discussion has centered around the property owners
jointly extending the watermain (similar to the Yelm Ave. E. project).
Stormwater: Parking areas must meet the requirements of the Drainage and
Erosion Control Manual for the City of Yelm. It has been determined that
there is sufficient area for the drainage for the new impervious surfaces
(parking, walks, etc.). Construction drawings for the parking areas and
utility hookups will be prepared after site plan approval.
Landscaping: Current landscaping/buffer requirements must be met and
submitted with final construction drawings.
Power and Energy: Puget Power, Washington Natural Gas.
Noise: Low.
Disaster Risks: Low.
Fire Protection: Thurston County Fire District #2.
Police Protection: City of Yelm.
APPLICABLE STANDARDS AND POLICIES:
State Law: This proposal has conformed to all applicable State laws.
State Environmental Policy Act (SEPA): Mitigated Determination of Non-
Significance was issued January 26, 1995, comnent period ends February 10,
1995.
Yelm Municipal Code: This project shall conform to the City's Municipal Code
and draft Development Guidelines.
Comprehensive Plan: Comprehensive Plan designation is C-3, Low-Traffic
Comnercial. This proposal conforms with the C-3 zoning requirements/intent
and the proposed use is permitted outright.
Design and Development Standards: This site plan meets the City of Yelm site
plan requirements. Detailed construction drawings (both on-site and
building) will be required prior to construction approval.
STAFF RECQI1MENDATION:
The City of Yelm Planning Department recorrmends approval of the site plan
application of Yelm Mini Storage to construct 8 mini-storage buildings of
various sizes totaling 63,300 SF on a 5.0 acre site at the northwest corner
of Grove Rd. and SR 507, with the following conditions:
1. The watermain extension must be constructed and completed prior to
occupancy to meet fire flow requirements.
2. SEPA corrment period ending February 10, 1995.
3. As stated in the Mitigation of Non-Significance, the applicant shall
contribute financially to the Five-Corners intersection improvement and/or
the Y-2 Alternate Route as specified in the 1992 Yelm Comprehensive
Transportation Plan. Contribution is based on the number of automobile trips
generated by this site during the FM peak hour. Contribution for the
proposed site shall be for 6.5 new peak hour trips through the Five-Corners
intersection at $300.00 per trip = $1,950.00. The applicant shall agree to
submit an agreement waiving any right the applicant might have to protest the
formation of a Local Improvement District (LID) or Latecomer's Agreement.
4. Grove Rd. and SR 507 right-of-way dedication as required.
5. Frontage improvements to Grove Rd. and SR 507 are required. Applicant
may request a deferral of improvements and enter into an agreement waiving
any right to protest the formation of a LID or Latecomer's.
6. Landscape/buffer requirements shall be met and plan provided with
construction drawings.
7. Construction drawings must address the comments in the letter dated
December 21, 1994 from Cosmopolitan Engineering Group.
7. The future corrmercial area (at the corner of Grove and SR 507) will need
to be reviewed separately for site development guideline compliance when the
actual corrmercial use has been detennined.
1lultA~A j)Qdc /
Shelly l} Badger - J
City Administrator, for the Planning Department
January 31, 1995
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HOWARD GODAT & ASSOCIATES, INC.
2708 Westmoor Court
OLYMPIA, WASHINGTON 98502
(206) 943-1599
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FAX (206) 357-6299
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the following items
o Specifications
WE ARE SENDING YOU
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COPIES DATE NO DESCRIPTION
(I X / I S/~ (J{ /,:1 t-..(
THESE ARE TRANSMITTED as checked below.
0 For approval 0 Approved as submitted
0 For your use 0 Approved as noted
0 As requested 0 Returned for corrections
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0 For review and comment 0
0 FOR BIDS DUE 19
REMARKS
o Resubmit
copies for approval
o Subrr.it
copies for distribution
o Return
corrected prints
o PRINTS RETURNED AFTER LOAN TO US
.----
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COPY TO
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SIGNE~/~~
If enclosures are not as noted, kindly notify us at once.
Gf, RECYCLED PAPER:
'6<;0' Contents: 40% Pre,Consumer' 10% Post,Consumer
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HOWARD GODAT & ASSOCIATES, INC.
2708 Westmoor Court
OLYMPIA, WASHINGTON 98502
(206) 943-1599
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DATE 1>- ') D-O; S
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THESE ARE TRANSMITTED as checked below'
o For approval
o Approved as submitted
o Resubmit
copies for approval
o For your use
o Approved as noted
D Submit
copies for distribution
o As requested
o Returned for corrections
o Return
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YELM, WASHINGTON 98597
AFFIDAVIT OF PUBLICATION
STATE OF WASHINGTON
County of Thurston
Fiofl8 PE'PUf'>~
, being first duly sworn on
oath deposes and says that she/he is the E;PTlPT'A 1 mATlAgPT'
of the Nisqually Valley News, a weekly newspaper That said newspa-
per is a legal newspaper and has been approved as a legal newspaper
by order of the superior court in the county in which it is published and
it is now and has been for more than six months prior to the date of the
publications hereinafter referred to, published in the English language
continually as a weekly newspaper in Thurston County, Washington, and
it is now and during all of said time was printed in an office maintained
at the aforesaid place of publication of said newspaper
That the annexed is a true copy of Notice of Mitigated
DetpT'mination of Non-Significance
as it was published in regular issues (and not in supplement form) of said
newspaper once a week for a period of 1
consecutive weeks, commencing on the 26
day
of
JAnuRry
19 9S
and ending on the
?fi day of January ,19 9S
both dates inclusive and that such newspaper was regularly distributed
to its subscribers during all of said period. That the full amount of the
fee charged for the foregoing publication is the sum of $ 24" 00
which amount has been paid in full.
~
Subscribed and sworn to before me this ~day of
;VLCiW fD
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NOTICE OF MITIGATED
DETERMINATION OF
NON-SIGNIFICANCE
Yelm Mlnl-Storage
Site Plan (SPR 8129)
The City of Yelm has issued a
Mitigated oetennination of Non-
Significance (MONS) under the State
Environmental Policy Act Rules
(WAC 197-11) for the following pro-
Ject: Construction of eight mini-
storage buildings of various sizes
totalling 63,300 square feet at the
Northwest comer of the intersection
of Grove Road and Highway 507
After review of the completed en-
vironmental checkist and other infor-
mation on file with the City, the City
of Yelm has determined that after
mitigation, this proposal will not have
a significant adverse impact on the
environment. Copies of the MONS
are available at Yelm City Hall, 105
Yelm Ave W and the public is in-
vited to comment on this MONS'by
submitting wrillen comments no later
than Friday February 10 1995. to
Shelly Badger at P.O, Box 479 105
Yelm Ave. W Yelm, WA 98597 or
delivered to City Hal/.
Allest. Agnes Colombo, City Clerk :
Published in Nisqual/y Val/ey i
News, Thursday January 26 1995,
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Th\sform ptfid?i1y sanctioned by the
Washington iNewspaper Publishers' Association
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105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(206) 458-3244
NOTICE OF MITIGATED DETERMINATION OF NON-SIGNIFICANCE
YELM MINI-STORAGE SITE PLAN (SPR 8129)
City of Yelm
The City of Yelm has issued a Mitigated Determination of Non-
SignificanGe (MDNS) under the State Environmental Policy Act Rules
(WAC 197-11) for the following project: Construction of eight
mini-storage buildings of various sizes totaling 63,300 square feet
at the Northwest corner of the intersection of Grove Road and
H.lghway 507.
After review of the completed environmental checklist and other
information on file with the City, the City of Yelm has determined
that, after mitigation, this proposal will not have a signlficant
adverse impact on the environment. Copies of the MDNS are
available at Yelm City Hall, 105 Yelm Ave W., and the publ.lc is
invited to comment on this MDNS by submltting written comments no
later than Friday, February 10, 1995, to Shelly Badger at PO Box
479, 105 Yelm Ave W., Yelm WA 98597 or delivered to City Hall.
ATTEST:
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Agnes Colombo
City Clerk
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-----------------------------------------.------------------
DO NOT PUBLISH BELOW THIS LINE
Published; Nisqually Valley News-January 264-1992
Posted in Public locations-January 20J- 1995
Mailed to DOE and SEPA malling list-January 24,. 1995
*
Rec>,c~d paper
SEPA MITIGATION FOR YELM MINI-STORAGE SITE PLAN
(SPR 8129)
The City of Yelm has determined that after the following mitigation
in conjunction with the checklist, the Yelm Mini-Storage site plan
(8 mini-storage buildings totaling 63,300 sq. ft.) does not have an
adverse significant environmental impact:
1) The applicant shall contribute financially to the Five-
Corners intersection improvement and/or the Y-2 Alternate
Route as specified in the 1992 Yelm Comprehensive
Transportation Plan. Contribution is based on the number
of automobile trips generated by this site. Contribution
for the proposed site shall be for 6.5 new peak hour
trips through the Five-Corners intersection at $300.00
per trip = $1950.00.
The applicant shall agree to submit an agreement waiving
any right the applicant might have to protest the
formation of a Local Improvement District (LID) or
Latecomer's Agreement.
2) Watermain extensions must be constructed and completed
prior to occupancy to meet fire flow requirements.
MITIGATED
DETERMINATION OF NONSIGNIFICANCE
DescriptIon of proposal
Construct eight mini-storaqe buildinqs of
various sizes on a 5.0 acre site.
Total building square footaqe lS
63,200 square feet.
~ '
:-~opone~t.
Rick Maken, Yelm Mini-Storage
Location of ;Jroposal, includ"ng street aQcr-ess, __ aYlY Site is In the
Northwest corner of the intersection of Grove Road and Highway 507.
L e 2.. d age n c ~.-
City of Yelm
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:affi:nents
ml.:st oe sc:bm.l.tec 0"" February 10,1995.
Respons~ole official
Kathryn M. Wolf
Position/title Mayor, City of Yelm
?~one 360-458-3244
Address
PO Box 479, 105 Yelm Ave W.,
Yelm WA 98597
Da t e 1 /26/95
Sig.natJre
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(Optional)
i! You mar appeal this determination tc (name)
at (location)
no
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la1:.er tna.n
by (method)
You should be prepared to make
Contact
for SEPA appeals
speclric factual cOJections
to read or as~ aoout the procedures
o There is no agency appeal
'iCity of Yelm
105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(206) 458-3244
PUBLIC HEARING
(SPR 8129) Yelm Mini Storage
PROPOSED SITE-PLAN FOR 63,300 SQ. FT.
OF MINI-STORAGE BUILDINGS
The City of Yelm Planning Commission will be holding a public
hearlng to receive comment on a site-plan proposal ~o construct 8
mini-storage buildings of various sizes totaling 63,300 square feet
at the Northwest corner of the int.ersection of Grove Road and
Highway 507, Tax Parcel #64303400601.
The public hearing will be held on Monday February 6, 1995, at
4:00 pm in Yelm City Hall Council Chambers, located at 105 Yelm, Ave
W., Yelm, WA. .A11 interested parties are invited to attend.
Written COTItllents must be received prior t.o the hearing and can be
mailed to Yelm Planning Conunission, PO Box 479! Yelrn WA 98597, or
dellvered to City Hall.
If anyone has more questions regarding this proposal, please
contact Shelly Badger, City Administrator, at 458-8405 or at Yelm
City Hall.
'l
ATTES'l': ( /.\ ,/) I
I:::::{ 9 II \.J 1_/tJ.-t JIY'l-- Lei
Agnes Colombo, Clty Clerk
DO NOT PUBLISH BELOW THIS LINE
Publlshed; Nisqually valley News January 26, 1995.
Mailed to adjacent property owners January 24, 1995.
Posted in public areas ,J.~nuar-y 20, 1995.
*
Recyc~d paper
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~NGINmING
G ~ 0 U P
Civil, Environmental,
December 21, 1994
and Recreational
Consulting
Mr Ken Garmann
PublIc Works Director
POBox 479
Yelm, WA 98597
RE. PrelImmary ReVIew - Yelm Mim-Storage
Dear Mr Garmann
It IS our understandmg that thIS submIttal IS for prelImmary reVIew for approval of
a condItIOnal use permIt only We have reVIewed the plans based on thIS assumptIOn
and have the followmg comments
General Comments
· DetaIls WIll be needed for all areas of the project. sIte, street, water, sewer,
storm and erOSIon control
· Pmal Drawmgs need to mclude all deSIgn parameters for sIte, street, water,
sewer and storm
· CIty of Yelm General Notes for water, sewer, storm draInage, streets and
eroSIon control, as lIsted m the Development GUIdelmes, need to be added
to the Pinal Drawmgs. Also need to add constructIOn sequence notes
· CIty of Yelm approval block needs to be added to all sheets
SIte ConSIderatIOns
· 14 c, Page 10 of the EnVIronmental ChecklIst and the sIte plan mdIcate that
805 Pacllic Avenue ) no formal parkIng areas WIll he15fOVrded CIty of Yelm MumcIpal Code
"\ _, L C 17 38 080 req~res two par!ang stalls per smgle famIlp~ There WIll
Tacoma WA 98402 'i ['L ./" l:iylbC~ one /apartmJnt umt at'fhe faCIlIty In addItIQn(I would su~gest 3 to 6~
, . C l.lli . addIhonal parkI~vta1fs be reqUIred a~he faC;:lIty, WIth one ~
Il ~f~ /
(206) 272.7220 I, G, ,111 L number of parkIng stalls a deSIgnated Ii . capped stall
I }r'b,! 1, '-{11'-'
rax: (206) 272.7250 I '1 ,b i l,/Y t
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~NGINmING
G ~ 0 U P
Civil, Environmental,
Street Improvements
· Need to show lImIts of street Improvements
and Recreational
Consulting
Water System
o Indicate locatIOn of water lIne connectIOn and all assocIated Improvements,
hydrants, valVIng, etc
Sewer System
· An on-SIte septic system deSIgn report and plans WIll need to be submItted
Septic system must be deSIgned and stamped by a Thurston County certIfied
septIC system deSIgner
· Number 8h, page 7 of the EnVIronmental ChecklIst IndIcates that the project
IS located In an aqUIfer senSItive locatIOn Pnor to approval of the on-SIte
septIC system, the developer must demonstrate that there IS adequate
separatIOn between the draIn field and the aqUIfer
Storm System
· Due to hIgh expected Infiltration rates, wet pond WIll need to be lIned
· FInal deSIgn needs to Include deSIgn and constructIon parameters
· Report needs to be reVIsed and clanfied, please note red-lIned comments In
the draInage report.
· Number 8h, page 7 of the EnVIronmental ChecklIst IndIcates that the project
IS located In an aqUIfer senSItive locatIOn Pnor to approval of an InfiltratIOn
system, the developer must demonstrate that there IS adequate separatIOn
between the InfiltratIOn trenches and the aqUIfer
Erosion Control
· An eroSIOn control plan WIll be reqUIred as part of the Final DraWIngs
805 Pacific Avenue
EnVIronmental ChecklIst
.~ 10, page 1 - AddItIOnal permIts that WIll be reqUIred mclude a -~~
pP~Af- cleanng and a gradIng permIt.
8e, page 7 - ThIS Item should be determIned and completed
8f, page 7 - ThIS item should be determIned and completed.
81, page 8 - ThIS Item should be amended to Include complIance WIth all SIte
development regulatIOns.
9a, page 8 - ThIS Item should be completed
Tacoma, WA 98402 ).
. \
\ I ·
(206) 272'7~q\I.L~/1 .
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Fax: (206) 272-1250 .
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~NGINmING
G ~ 0 U P
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Civil, Environmental, I / · l4b, page 9 - ThIS Item should be completed
\ · ChecklIst IS not sIgned or dated
and Recreational
Consulling
805 Pacific Avenue
Tacoma, WA 98402
(206) 272 7220
Fax: (206) 272.7250
"2] 0:J ;e':'/-::e::: :~Si
It appears that thIS applicatIon packet IS sufficIent for reVIew for a condItIOnal use
permIt for the storage facIlIty sIte If the condItIOnal use permIt IS granted and the
project proceeds, Final DesIgn DraWings and CalculatIOns wIll be reqUIred to be
submItted for reVIew and approval The future commercIal parcel wIll need to be
reVIewed separately for sIte development gUIdeline complIance when the actual
commercIal use has been determined
Please contact me at (206) 272-7220 If you have any questIOns or need any
clarIficatIOns regarding the reVIew of these plans
Sincerely,
COSMOPOLIT AN ENGINEERING GROUP, INC
'-"1/Yu L/::Q 1/ ./.IJ/ /J IF n
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Menta Kay TrohImovIch Pollard, P E.
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CITY OF YELM V ~
ENVIRONMENTAL CHECKLIST
P!AlC
DEe 1 2 Hih
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CITY USE ONLY
1 Name of proposed proJect, If any
C~l"f\? ,Or- VEtM
A. BACKGROUND
jJ: / ()()LP G
Yebn Mini-Storage
2. Name of applicant.
Rick Maken
3 Address and phone of applicant and contact person.
P O. Box 643
CentraIia, W A 98531
(206) 843-2834
4 Date of ChecklIst.
December 8, 1994
5 Agency requesting checklist.
City of Yebn
6 Proposed turong or schedule (including phasing, If applicable)
Construct project - Spring 1995.
7 Do you have any plans for future addItions, expansIOn, or further aCtiVIty related to or connected wIth
tills proposal, if yes, explam.
Yes. Plan to further develop the southeast comer of the property as some form of commercial
use.
8 LIst any envIronmental information you know about that has been prepared, or will be operated,
directly related to tills proposal.
None known
9 Do you know whether applications are pendmg for governmental approvals of other proposals dIrectly
affecting the property covered by your proposal? If yes, explam.
None known
10 LIst any government approvals or permIts that will be needed for your proposal, If known.
Site plan review, utility and improvement plans, building permits, SEPA MDNS.
CITY OF YELMENVIRONMENT ALCHECKLIST
PAGE 1
, '~~~~f:~ .
! I
11 Give brief, complete descnption of your proposal, including the proposed uses and
the size of the project and sIte. There are several questions later in tlus checklist
that ask you to describe certain aspects of your proposal. You do not need to
repeat those answers on tlus page.
Construct eight mini-storage buildings of various sizes on a 5.0 acre site.
Total building square footage is 63,200S.F.
12. Location of the proposal. GiVe sufficient mformatIon for a person to understand
the precIse location of your proposed proJect, mcludmg a street address, If any,
and section, townslup and range If known. If a proposal would occur over a range
of area, provide the range of boundanes of the slte(s) Provide a legal descnptIon,
site plan, VICinIty map,a nd topographic map If reasonably avallable. WhIle you
should subIDlt any plans reqUired by the agency, you are not requIred to duplIcate
maps of detailed plans subIDltted WIth any pernnt applIcations related to tlus
checklist.
Site is in the Northwest corner of the intersection of Grove Road and
Highway 507.
B. ENVIRONMENT ALELEMENTS
1 Earth.
a. General descnptIon of the site (CIrcle one)
Flat, rollmg, lully, steep slopes, mountamous, other: Terraced ad Flat
b What IS the steepest slope on the SIte (approxImate percent slope)'
Approximately 6.5 %
c. What general types of solis are found on the site (for example, clay, sand,
gravel, peat, muck)? If you know the classification of agricultural soils, specify
them and note any pnme farmland.
Spanaway gravelly sandy loam.
d. Are there surface mdicatIons or lustory of unstable soils m the llnmediate
VICllllty? If so, describe.
NO
e. Describe the purpose, type and approxImate quantities of any fillmg or
grading proposed. indicate source of fill
Approximately 5,500 C. Y.of onsite material will be excavated and used
for onsite fill.
f Could erOSiOn occur as a result of cleanng, constructiOn or use? If so,
generally describe.
Soils on slopes left exposed have some potential for erosion.
CITY OF YELMENVIRONMENT ALCHECKLIST
PAGE 2
g About what percent of the sIte will be covered with ImpervIOus surfaces after
project construction (for example, asphalt or buildings)?
Approximately 75%
h. Proposed measures to reduce or control erosion, or other Impacts to the
earth, if any
Erosion will be controlled by the methods outlined in the IIDrainage
Design and Erosion Control Manual for the Thurston Regionll.
2. Air
a. What types of emIssions to the air would result from the proposal (i.e., dust,
automobile, odors, mdustnal wood smoke) dunng construction and when the
project IS completed? If any, generally describe and gIve approxlTIlate
quantities if known.
Construction - Dust and exhaust emissions.
Completed project - Automobile exhaust emIssions.
b. Are there off-SIte sources of emISSIOns or odor that may affect your proposal?
If so, generally describe.
None known
c. Proposed measures to reduce or control emISSIOns or other Impacts to aIr, If
any
Dust control measures and standard emission control devices.
3 Water
a. Surface:
1) Is there any surface water body on or m the ImmedIate vlcrmty of the site
(includmg year-round and seasonal streams, saltwater, lakes, ponds,
wetlands)? If yes, describe type and proVide names. If appropnate, state
what stream or nver It flows mto
NO
2) Will the project require any work over, in, or adjacent to (withIn 200 feet)
the described waters? If yes, please describe and attach available plans.
NO
3) EstImate the amount of fill and dredge matenal that would be placed m or
removed from surface water or wetlands and indicate the area of the SIte
whIch would be affected. Indicate the source of fill matenaL
NONE
CITY OF YELMENVIRONMENTALCHECKLIST
PAGE 3
4) Will the proposal require surface water withdrawals or diversIOns? Give
general description, purpose, and approximate quantities if known.
NO
5) Does the proposal he withm a lOO-year floodplam? If so, note location on
the site plan.
NO
6) Does the proposal mvolve any discharges of waste matenals to surface
waters? If so, describe the type of waste and anticipated volume of discharge.
NO
b Ground.
1) Will ground water be withdrawn or Will water be discharged to ground
water? Give general descnptlon, purpose, and apprOXImate quantities If
known.
Surface water runoff will be infiltrated into the native soils after
biofiltration or other approved method for treating stonnwater runoff.
2) Describe the underlymg aqUifer with regard to qualIty and quantity,
sensItivIty, protection, recharge areas, etc.
The aquifer is quite large. Water quality meets all standards.
3) Describe waste matenal that will be discharged mto or onto the ground
from septic tanks or other sources, If any (such as domestic sewage; mdustnal
byproducts; agncultural chemical)
A one-bedroom office/apartment will require onsite disposal of sewage.
c. Water Runoff (includmg stormwater)
1) Describe the source of runoff (including storm water) and method of
collection and disposal, if any (include quantities, if known) Where wIll thIs
water flow? Will thIs water flow mto other waters? If so, describe.
Storm runoff from roofs will be directed to infiltratIon drywells. Runoff
from asphalt will be treated by either grass lined swale or wet pond then
infiltrated in drywell.
2) Could waste matenals enter ground or surface waters? If so, generally
describe.
NO
CITY OF YELMENVIRONMENT ALCHECKLIST
PAGE 4
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d. Proposed measures to reduce or control surface, ground, and runoff water
impacts, if any
All surface water runoff will be treated and disposed of by the methods
outlined in the "Drainage Design and Erosion Control Manual for the
Thurston Region".
4 Plants
a. Check or cIrcle types of vegetatIOn found on the site:
.x.. decIduous tree; maple, other.
_ evergreen tree; fir, cedar, pme, other
.x.. shrubs
.x.. grass
.x.. pasture
_ crop or gram
_ wet soil plants; cattail, buttercup, bulrush, skunk cabbage, other
_ water plants; water lIly, eelgrass, milfoil, other
_ other types of vegetation
b What land and amount of vegetatIOn Will be removed or altered?
Existing deciduous trees and pasture grass will be removed.
c. LISt threatened or endangered species known to be on or near the site.
None known
d. Proposed landscaping, use of native plants, or other measurers to preserve or
enhance vegetation on the SIte, If any.
All disturbed areas shall be seeded upon completion of construction.
Wet pond will be planted with a variety of wetland species.
5 AnImals
a. Circle any birds and ammals which have been observed on or near the SIte or
are known to be on or near the SIte:
bIrds: hawk, heron, eagle, sonlZblrds, other' Crows
mammals: deer, bear, elk, beaver, other'
fish. bass, salmon, trout, hemng, shellfish,
b List any threatened or endangered specIes known to be on or near the SIte.
None known
c. Is the SIte part of a ffilgratIon route? If so, explam.
NO
d. Proposed measures to preserve or enhance wildlIfe, If any
NONE
CITY OF YELMENVlRONMENT ALCHECKLIST
PAGE 5
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6 Energy and Natural Resources
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used
to meet the completed project's energy needs? Describe whether it will be
used for heatmg, manufactunng, etc.
Electricity will be used in the office for heating and lighting.
b Would your project affect the potentIal use of solar energy by adjacent
propertIes? If so, generally describe.
NO
c. What lands of energy conservation features are !Deluded !D the plans of thIS
proposal? List other proposed measures to reduce or control energy Impacts,
if any
Comply with all Energy Codes.
7 EnVIronmental Health
a. Are there any environmental health hazards, !Deludmg exposure to tOXIC
chermcals, nsk of fire and explosIOn, spill, or hazardous waste, that could
occur as a result of tills proposal? If SO, describe.
NO
1) Describe special emergency services that rmght be required.
Fire and police protection.
2) Proposed measures to reduce or control environmental health hazards, If
any
NONE
b. NOIse
1) What types and levels of nOIse exist m the area that may affect your
project (for example, traffic, equipment, operatIOns)
NONE
2) What types and levels of nOIse WIll be created by or associated With the
project on a short- or long-term basiS (for example, traffic, construction,
operatIons, other)? IndIcate what hours nOIse would come from the SIte.
Short Tenn - Construction Noise
Long Tenn - TrafficNoise
CITY OF YELMENVIRONMENTALCHECKLIST
PAGE 6
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."
3) Proposed measures to reduce or control nOise Impacts, if any
NONE
8 Land and Shorelme Use
a. What IS the current use of the SIte and adjacent propertIes?
Site is vacant land. Yelm Builder's Supply is east across Grove Street.
b Has the SIte been used for agnculture? If so, descnbe.
Agriculture - horse fanning.
c. Describe any structures on the SIte.
NONE
d. Will any structures be demolIshed? If so, what?
NO
e. What IS the current zonmg classIficatIOn of the SIte?
~,-.~, Lo-(U-'DT,cfttJ-c C6m~~f'&Gl
UNKNOWN
f What IS the current comprehenSIve plan desIgnatIOn of the SIte?
. J
UNKNOWN C - 3 I J}{[bf If/rtJ ~/;yIVe. 7lCfAIL
g If applicable, what IS the current Shorelme Master Program desIgnatIOn of the
site?
N/A
h. Has any part of the SIte been clasSIfied as "envIronmentally senSItIve"? If so,
specIfy
Aquifer sensitive as mapped by Thurston County.
1. Approximately how many people would reSide or work in the completed
proJect?
One.
J ApproxImately how many people would the completed project displace?
NONE
k. Proposed measures to avoid or reduce displacement Impacts, if any
NONE
CITY OF YELMENVIRONMENT ALCHECKLIST
PAGE 7
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1. Proposed measures to ensure the proposal is compatible wIth exist10g and
projected land uses and plans, if any
Comply with zoning and building codes.
,
O%irl o/Jw 1 (Of vrtUIt tl~CL tz (]h2,
9
Hous1Og
a. Approximately how many uruts would be provIded, If any? I@!cate whether
lugh, nuddle, or low-mcome hous1Og 7
------~ ' - II
One.
b ApproxImately how many units, If any, would be elimmated. Indicate whether
lugh, middle or low-mcome hous1Og
NONE
c Proposed measures to reduce or control hous1Og Impacts, If any
Compliance with Health, City, and Building Codes.
10 AesthetIcs
a. What is the tallest height of any proposed structure(s), not 10cluding
antennae; what IS the pnncIpal extenor buildmg matenal(s) proposed?
Approximately 20 feet in height, maximum. Metal or wood siding.
b What VIews 10 the llllmedIate VICllllty would be altered or obstructed?
Pasture land will be altered to developed site. Views are from City
streets and commercial establishments.
c. Proposed measures to reduce or control aesthetIc Impacts, If any
NONE
11 LIght and Glare
a. What type of hght or glare will the proposal produce? What tIme of day
would It mamly occur?
Street and onsite security lighting at night.
b Could light or glare from the fInished project be a safety hazard or 10terfere
WIth VIews?
NO
c. What eXlstmg off-sIte sources of light or glare may affect your proposal?
NONE
CITY OF YELMENVlRONMENT ALCHECKLIST
PAGES
_'-'_.:_ ....~.~.~........_....._ ~~.___.o-;._....~___ .......
,C":'''c'''~''. :;;...;.,......:_/_,"". .._.:r.-,:;;::.::::;:;;.....~.l..:;:;;:;::;:..~_w.;...'_'-' ..:.~_....,_LO....o;.l~~--"~.~..;...:_:..L.'.-...;.....:.....:...;.:.,~;;.,____~"'..~'<_.___.....:..:~...b...il..,..........;;..),~_..::..;.:.,;;...:..:.;:..._:......:._
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d. Proposed measures to reduce or control lIght and glare impacts, If any
Direct all security lighting onsite.
12. RecreatIOn
a. What designated and mformal recreational opporturnties are in the immedIate
vIciruty?
NONE
b Would the proposed project displace any eXIstmg recreational uses? If so,
describe.
NO
c. Proposed measures to reduce or control Impacts on recreatIOn, includmg
recreation opporturntIes to be provided by the project or applIcant, If any
NONE
13 Histonc and Cultural Preservation
a. Are there any places or objects lIsted on, or proposed for, national, state, or
local preservation regIsters known to be on or next to the site. If so, generally
describe.
NO
b Generally describe any landmarks or eVidence of hIstonc, archaeologIcal,
SCIentific, or cultural Importance known to be on or next to the SIte.
None known
c. Proposed measures to reduce or control Impacts, If any
NONE
14 Transportation
a. Identify sidewalks, trails, publIc streets and hIghways servmg the Site, and
describe the proposed access to the eXlstmg street system. Show on site plans,
If any
Grove Street and Highway 507 serve this site. Access is from Grove
Street.
b Is site currently served by pubhc transit? ~l.not, what IS the approXImate
-ills.tance to the n~est transit stop?
NO ~11 /r'17L- (Q NiSTfU4f flam 3ho)/f {fI'j fel1lVl-
CITY OF YELMENVIRONMENTALCHECKLIST
PAGE 9
t:;,
"
c. How many parking spaces would the completed project have? How many
would the project eliminate?
No fonnal parking areas are proposed. Each storage unit has a parking
area associated with it.
d. Will the proposal require any new roads or streets or improvements to
eXlstmg roads or streets, not mcludmg dnveways? If so, generally describe
(indicate whether public or pnvate)
Frontage improvements to Grove and Highway 507 are required.
e.
Will the project use (or occur m the munedlate VlclDltyof) water, rail, or aIr
transportation? If so, generally describe.
/. ftctc.t -ro Jlf f, .
--Z7-hrVlCtf~ Ef 11 D70 Dr ((p
f How many vehIcular tnps per day would be general If H ~ (p I 6 fyw firm
project? If known, mdicate when peak volumes wo I~, .J...n-!. r ( Yl_
~.i'U" Vi V' I U I y wub I YlV I/G-
?/ [6YhM~A 0/[&hUS /
L{- ~ VVt ( 11 %cdrtlh ~
g Proposed measures to reduce or control transportat] h,f) fyll?t7 _ _
Frontage improvements to Grove Street and E~
jf 1 Q6D, dJ
15 PublIc Services App /((a,l1~ S/\a1I S' ~61111~ 01v
a. Would the project result man mcreased need for p., if t-UCl V U1-
fire protection, police protection, health care, schoo. ~r)Arr/).J!Yti, I "J.,CU1-tf-
d<=ribe.;/J5 A f ~ 0/1'" rulli ~t.r
Fire and Police. h:we 10 ~r UWd?2..
b Proposed measures to reduce or control direct impa 1ft a J., ,[) 52 jt. e~
any ~tJ1J2/Ii ~'t:U1 Oint I
NONE f1w -10 l)(( /!fq It (/ Cjt)t), DO I
16 Utilities
NO
ITE Manual suggests 2.61 trips/l,OOO S.F. we
165 TPD. PM peak hour volwne is 0.26 Trip~
Saturday has a lower volwne of 147 TPD but
25 trips per hour
a. Circle utilitIes currently available at the SIte: electnt
refuse servIce, telephone, samtary sewer, septIC syst€
b Describe the utilIties that are proposed for the proJt
the service, and the general construction actIVIties 01
immediate vicmity whIch nnght be needed.
Electricity, water, refuse service and telephone.
CITY OF YELMENVIRONMENT ALCHECKLIST
PAGE 10
_...:.~..: ~ ~l.:.'..:,,,! -.:...,.:~::.;:..:... '" _::''';''. :.l:.:!...:... ~~
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C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understand
that the lead agency is relying on them to make its decision.
~
Signature/Title
V1UcJ s (~ha ~
4 dart Or fI!lsuh VYt l:}/u
Date SubmItted
RevIewed by
CITY OF YELMENVlRONMENT ALCHECKLIST
PAGE 11
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N~ 10066
CITY OF YELM TREASURER'S RECEIPT
t;t(lpfllJx1/:X, 19. qLj
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Dollars
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TOTAL
Deputy
Yelm Clerk-Treasurer
ORIGINAL-WHITE
DUPLICATE-CANARY
TRIPLICATE-PINK
~
~ar-ll1-f ~CJuJrwrs dvJr
't ~Iyy, 01(YwSfoft<~
TP# 64303100700
Rod C. Kaufman
13618 Waller Road E.
Tacoma, WA 98446
TP# 64303100703
Rod C. Kaufman
13618 Waller Road E.
Tacoma, WA 98446
TP# 64303100704
Rod C. Kaufman
13618 Waller Road E.
Tacoma, WA 98446
TP# 64303100800
Everman-Ferguson Associates +t"-- Ll-,/ s". I
~106 . Soott Crce]{ Lp. 3. W. --7> d~"3 ~7-113:-- / \ v'.f, vv
Olympla, HA 98512 &L(l/.]YVl./eLCL W~ t12(~ I~
TP #64303100801 '" \
Roger T. McKown
P. O. Box 929
Yelm WA 98597
TP# 64303200400
Dorothy E. Cullens
P. o. Box 185
Yelm, WA 98597
TP# 64303200500
Dorothy E. Cullens
P. o. Box 185
Yelm, WA 98597
TP# 64303200501
Martha Phill
P. O. Box 7503
Tacoma, WA ~
TP# 64303200600
Arthur J. C. Justman, Trustee
16731 HWY 507 S.E.
Yelm, WA 98597
TP# 64303400300
Michael G. working
36811 Allen Rd. S.W.
Roy, WA 98580
-
TP# 64303400400
Evelyn G. Christensen
10520 Creek st. S.E.
Yelm, WA 98597
... "> Jl{ bYB. U TLJ2: ~ ( -P<-fCMj-sv- fZ:,~ \
/65;~f .OC:;~ E"CfuL(,O~. :J
~ [ A7/f, ,5~ "2'\
e wA- c-; ~q 7 r-CLn
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~v\~[LGU'\1Y).<< . CY Cp C(~
I [J!?;f-O 0\Jt,j(, 8\ ~ / /5'0 ';z
\8~' 0\iYl ,'\ . / y
L{rW ?\5 \ ~
TP# 64303400501
John D. Fuller
P. O. Box 187
Yelm, WA 98597
TP# 64303400502
John D. Fuller
P. O. Box 187
Yelm, WA 98597
fO\ () ~
OFF CIAL USE ONLY
if" Fee ,39lLL5, oD
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, I " '; ," .,e;pl2 t.:~' 0/. iJ ;:)/1
11\ \' ; Fil' ~e"i"..?::s0!, ../.......
YELM,,"'" I :"h .,_,.OR SITE PLAN REVIEW ". I h\'u", ,;),I:" 'I, ~
WASH'N=CN~~;I~~~:~ ~~~I~~~~~}!~~~~!~~;~~~~~~~ ~~:i;;p~i:~," '.,." ~ ~
G~al~lt~::PI~nf$~~0~{)Q,1QIt;iS:$_5_QW.Q.:~~,ooo-sq'-:Jt;-~~gross-floo~~a:::.> ,} '} \\)"J
'. ,'-.,. InoustnarSite Plan: $100.00 plus $fOO-OO per acre .~' <~\\
..... -..,-
CITY OF YELMi
, P.O. Box 479 I
I
Yelm, WA 98597 I
458-3244
').:1 '
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APPLICATION FOR
CONDITIONAL USE PERMIT, -
. ~ # \
, ... "} of ~," ~ ~,1 ~< ~. . <v' ~~ ''I. ,. ,.
A conditional use permit is an approval of ~la9du;:;?'having sHgntly greater'or-unique impacts compared to those of
the uses permitted as a matter of right by city zoning Site plan review is a process for reviewing the design of certain
types of development. Site plan approyal is required for mobile home parks, duplexes, multi-family dW!3,1!ings,
commerci~1 anq,jndustrial uses, planned'd'Erv~lop'men~'di,striqts ~Q,d for al!Jand uses,!witrnin:the te'ntraiDusjness~district.
. I ,. I ":' t. "\ ...""~ ~"
Each requires a heaiing beforeJeither the Yelm Planning Commission or City Council
NAME OF PROJECT YELh"'AHl,NI- $11HZA6 €
APPUCANT 'kI CK t1 A kat ~ ATlD
Po Bi>x b~3 ' - . , ~o ~" f~r
Mailing Address J ,
City, State and Zip C~N,IlflU A W(J,. QBS31 ~IU(~'
Telephone ( 1..0 b') 8 <t ~ - 7.-8 '5 \.f 'OlA~
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OWNER 'SAMe:- As A(>f>Lt [feN,
"
Mailing Address
City, State and Zip
Telephone
H-o J)J ftfl () (joOAT , f1 s.s O::.S
ENGINEERIARCHrrECTIOTHER 11;:'
Mailing Address Z-709 weSt' HMfl {r
City, State and lip o t)1M{>I A wA Q85'07..
Telephone ("'t06) ql(J- {S",<7
SUMMARY OF REQUEST CON M f!:1lr, A l g UILOII-J(.. ~tr- IV c;}J~ JlUt ~ 8
f'i /1"'>/ - c; ll>~€' ;SUI LOf~6~ lJf:. VMt~t.lS ~, ?e <:, \~Lt IN(" b "S. 30" ~(7.
.
PROPERTY DESCRIPTION I
General Location Nip CoflNfl!:{l /) t= .:Ff.;7l!:ll S.e.urll{<J nF ~c)~4C f2n 1 lltu'l C;; tJ7
Site Address Land Area (acres) ~.O A c.
Section 24 Township t7N Range ze
Assessors Tax Parcel Number (0 Y3c:03YO()(oO /
Full legal ~escription of subject property (attach separate sheet if necessary)
LDT '1 Of.. l)LA 81 f P; '-. . " ,-
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PLEASE ANSWER THE FOLLOWING QUESTIONS
ATTACH EXTRA PAGES IF NECESSARY
1. Does the design minimize conflicts with neighboring land uses? Explain. Yes. t1 /frCtre:S
U H H e:fU:., AL u ~e:- 7\> TJ.h?: e:~
2. Is the site within 300 feet of any .critical areas. such as wetlands or streams? )'e;S. ~~~I '3oLY
lP' llh,./. 300 ~ of.. YeLl'! ~.
3. What provisions will be made for stormwater and/or flood control? C>Mf>L.INJtc L..J ,"r1-f
Y.~M S~LL>AA-U\. ~/6-N 6uIPtn.J"'~) ~~ ~ rtC;~"itJ.
4 What provisions will be made for water supply and sewage disposal?
o..,~,'n!; S~Ge D SfbS.Al I ["v~ f(u>M C'n b ~ YeLH.
5. What provisions will be made for electrical power, natural gas, telephone and other utilities?
ft>~d." g\f P"G!;T. ft/1)N~ JIlf Ye:t,M 1e:t~6
6.,'l<Jv~ 7?.o.
SO?
6. What provisions will be made for streets, access, and/or buses? Ac c~,,S IS lJR=-
fftv~~~ ~ f(Zc1J~~, "ro crlWvf!; Rt'J ~J...t? tI,6.H-W!W
.......\
7 What provisions, if any, will be made for open space af'1d/or ,recr~ation? ,flo",~'
.(.'.; -I
. ,>.. :.\ ....~~
8. What provisions will be made for schools and school children? J.lovtr,~" <"
.1:
'4 l C . '; \. r '. ; , :,... \ ~ ... \-~
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ATTACHMENTS:
t!1 Environmental Checklist (including $50 fee)
Oil Ust of Owners of Property within 300 feet (include Assessor's Tax Parcel Numbers)
!I Vicinity map showing nearby property, streets, land uses, streams and other features.
!2 Copy of any covenants or restrictions that will apply
!Xl Grading plan for cuts and fills over 100 cubic yards.
121 Ten copies of Site Plan showing , ,,;
1 Datum, north arrow, date and scale. '0 '
.' J
2. Boundaries of all lots and streets in relation to city Iimi1,~, se"ctjqn lines ,or ~omers"Flu~' existing and proposed
. ...' , c ~.
survey and elevation monuments. . '" \ \'
/_ ,'" ; .;. J<
3. Lakes, streams, wetlands, trees and other natural features. \
4. Proposed zoning, use of each lot and any public or common areas.
5. Existing and proposed buildings and other structures., ':f." ~..\ ", "
6. Existin~, and )~rO,P9s~~.~p,arl<ing,(stree~~ \a1Ieys,.sidewalks; rail~oads an9 an); a~soci.ate9\ rights-of..,.w~y,
7. Wells arid un,petg'rOund sto~g~ ta~,~s"" .:'~. !','
8. On-si~e; waste qisposal systems anti' proposed sewer lines and tanks.
9 Location, size and any easements of existing and proposed street lighting, power, natural gas, television
and telephone lines, water mains. sewer, stormwater facilities and points of connection to existing systems.
10. Grade and curvature of streets to 300 feet from the plat.
11 Existing and proposed contours at two-foot intervals (or 5-foot if >5%)
~ A reduced size copy of the site plan not larger than 11.x17.
: ~ , t ..,....., : r . ",,;. 1. \.< .' , \ . ,
I affirm thataH answ~rs, statementS and infGITnation, abb'iS"ahCl submitted with this application are complete and
accurate to the best of my knowledge. I also affirm that I am the owner of the subject site or am duly authorized by the
owner to act with respect to this application. Further, I grant permission from the owner to any and all employees and
representatives of the CiN ofYelm and other governmental agencies to enter ~pqn and inspect said property as
reasonably necessary to:process this applicatioii: I a'gree to pay all fees of the ,city which apply to this'application.. ,
_~,.......~,...;",., ,.,."., '''""~'''' ,,','~"-' "",.,.,,~..-..,........~..,;.....~,~_.,,.. -.-'~' ....... , ", I r::: (~.("j":!"~\ It,~ \! \ -t.,.;"l
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Signed
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Dafe' I Z -1.':::'99
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YELM MINI-STORAGE
DraInage Report
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December 8, 1994
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YELM MINI-STORAGE
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Drainage Report
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Proponent:
Rick Maken
P. O. Box 643
Centralia, W A 98531
(206) 843-2834
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Engineer:
Steven D. Hatton, P.E.
Howard Godat & Associates, Inc.
2708 Westmoor Court, S.W.
Olympia, W A 98502
(206) 943-1599
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Submitted:
December 8, 1994
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TABLE OF CONTENTS
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I.
FACILITY SUM:MARY FORMS .............................. 3
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II.
ENG~ERSCERT~CATE ............................... 9
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ill. DRAINAGE REPORT
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Section 1 - Project Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Section 2 - Existing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Section 3 - Soils Report ................................... 10
Section 4 - Wells . . . . . . . . . . . . . . . . -. . . . . . . . . . . . . . . . . . . . . . . . 10
Section 5 - Fuel Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Section 6 - Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Section 7 - Aesthetics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
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Section 8 - Downstream Analysis ............................. 13
Section 9- Covenants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
I)
Section 10- Property Owners Association ........................ 13
~
IV. EROSION CONTROL
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A.
B.
C.
D.
E.
Construction Sequence ............................... 14
Sediment Traps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Site Restoration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Geotechnical Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Inspection Sequence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
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APPENDIX
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A.
B.
HYDRA Analysis
Pacific Rim Soils Report
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THURSTON REGION
FACILITY SUMl\1ARY FORM
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Complete one for each facility (detention/retention) coalescing plate iIlter, etc...) on the
project site. Attached 8 1/2 x 11 sketch showing location of facility.
Proponent's Facility Name or Identifier (eg, Pond A): Infiltration Trenches
Name of road or Street to Access Facility: Grove Street
Hearings Examiner Case Number:
Development Rev. Project No/Bldg. Permit No.:
Parcel Number:
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To be completed by utility staff
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utility Facility Number ..
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Parcel Number status, (num, lch)
0, Known: 1, Public; 2, Unknown; 3, Unassigned
Basin and Sub-basin: (num, 6ch). . . . . . .
(2ch for basin, 2ch for sub-basin, 2ch future)
Responsible jurisdiction: (alpha, lch). . .
(O)lympia, (C)ounty, (T)umwater, (L)acey
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Part 1 Proiect Name and ProDonent
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Project Name Yelm Mini-Storage
Project Owner Rick Maken
Project Contact
Address P. O. Box 643. Centralia. Washington 98531
Phone. (206) 627-5800
Project Proponent (if different)
Address.
Phone.
Project Engineer Steven D. Hatton. P.E.
Firm Howard Godat & Associates. Inc.
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Phone. (206) 943-599
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Part 2 Proiect Location
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Section
29
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Township
17N
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Range.
2E, W.M.
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Name and Addresses of Adjacent Property Owners
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Part 3 IY.M of Permit Aoolication
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Type of Permit (eg, Commercial Bldg) Commercial Building
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Other Permits (circle)
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Shoreline Management
Encroachment
COE 404
DOE Dam Safety
Floodplain
Rockerv/Retainina Wall
Grading
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DOF/W HPA
CaE Wetlands
FEMA
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Other. . .
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Other Agencies (Federal, State, Local, etc ) that have had or will review this Drainage
and Erosion Control Plan
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None
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Part 4 Pro Dosed Proiect DescriDtion
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What stream basin is the project in (eg, Percival, Woodland)
Yelm Creek
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Zoning
On-Site
. Commercial
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Residential Subdivision
Number of Lots.
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Lot Size (average, acres)
Building Permit/Commercial Plat
Building(s) Footprint, acres.
Concrete Paving, acres
Gravel Surface, acres
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1.45
2.17
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Lattice Block Paving, Acres
Public Roads (including gravel shoulder), acre
Private Roads (including gravel shoulder), acres
On-Site Impervious Surface Total, acres
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0.71 Ac
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3.62 Ac
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Part 5 Pre-Develooed Project Site Characteristics
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Stream through site yln'
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Name.
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DNR Type
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Type of feature this facility discharges to (ie, lake, stream, intermittent stream,
pothole, roadside ditch, sheetflow to adjacent private property, etc
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Groundwater
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Swales, Ravines yln
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Steep Slopes, (steeper than 10%) y/n
N
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Erosion Hazard, y/n
N
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100 Year Floodplain, y/n
N
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Wetlands, y/n
N
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Seeps/Springs, y/n
N
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High Groundwater Table, y/n
N
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Other.
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Part 6 Facilitv Descriotion.
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Total Area Tributary to Facility Including
Off-Site (acres) .
Total On-Site Area Tributary to Facility (acres)
Design Impervious Area Tributary to Facility (acres)
Design Landscaped Area Tributary to Facility (acres)
Design Total Tributary Area to Facility (acres)
Enter 1 for the Type of Facility
Wet Pond Detention
Wet Pond Water Surface Area, Acres
Dry Pond Detention
Underground Detention
Infiltration Pond
Dry Well Infiltration
Coalescing Plate Separator
Centrifuge Separator
Other
3.37 Ac
3.37 Ac
2.17 Ac
1 .20 Ac
3.37 Ac
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Outlet Type (Enter 1 for Each Type Present)
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Filter
Oil/Water Separator
Single Orifice
Multiple Orifice
Weir
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Spillway
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Pump(s)
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Other
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Part 7 Release to Groundwater
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Design Percolation Rate to Groundwater
(if applicable)
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Part 8 Release to Surface Water (if applicable) N/A
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Thurston
County MSl
Elevation
(Ft )
Percent
Design Full
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25
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100
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16 in./hr.
Volume
(Cu Ft)
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Discharge
to Surface
Water
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PROJECT ENGINEER'S CERTIFICATE
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"I HEREBY CERTIFY THAT THIS DRAINAGE AND EROSION CONTROL
PLAN FOR YELM MINI-STORAGE, GROVE ROAD, YELM, WASHINGTON,
HAS BEEN PREPARED BY ME OR UNDER MY SUPERVISION AND
MEETS MINIMUM STANDARDS OF THE CITY OF YELM AND NORMAL
STANDARDS OF ENGINEERING PRACTICE I UNDERSTAND THAT THE
JURISDICTION DOES NOT AND WILL NOT ASSUME LIABILITY FOR THE
SUFFICIENCY, SUITABILITY, OR PERFORMANCE OF DRAINAGE
FACILITIES DESIGNED BY ME "
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I. DRAINAGE REPORT
SECTION I - PROJECT DESCRIPTION
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The project proponent seeks a Building Permit to construct a new mini-storage
complex at the northwest corner of Grove Road and Yelm Avenue/Highway
507. The site is located in Section 29, Township 17 North, Range 2 East
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The drainage system for this project includes grassed biofiltration strips and a
wet pond for treatment with underground infiltration trenches for retention of
stormwater Pavement runoff will be collected in swales and piping and
transported to the wet pond thence to the retention facilities The retention
trenches are designed for the 100 year storm
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SECTION 2 - EXISTING CONDITIONS
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This site is a 5 0 acre vacant parcel The site slopes very gradually northeast
to southwest with a steep fall of approximately 6% at the western third where
it terraces down some 6 feet, more or less Soil conditions are very gravelly
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SECTION 3 - SOILS REPORT
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The SCS indicates Spanaway gravelly sandy loam Site inspection confirms
this (see Appendix B). It is extremely permeable with infiltration rates
expected to be between 12 and 18 inches per hour for depths below 36
inches The owner is asking for a waiver of the infiltration test based upon soil
types
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SECTION 4 - WELLS/FUEL TANKS.
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No underground fuel tanks were found or are known to exist on this site
There are no existing wells on the site The retention facility is located over
100 feet from any well.
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SECTION 5 - 100 YEAR FLOOD
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The project is outside the 100 year flood plain as exhibited on the F E M A
map The stormwater facility will be designed to retain all site drainage and
infiltration at rates based on the Thurston Regional Stormwater Manual
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Treatment.
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Treatment for most of the site is by wet pond The paving in the extreme
northerly end of this site, however, will be treated in a 160 L F biofiltration
swale Outflow from the swale is collected and transported to the wet pond
and on to retention
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Swale -
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8,965 S F. of tributary asphalt
Required swale area = (2,000 S F /Ac)8,965 S F /43,560 = 412 S F
Provide 160 L F x 3' bottom width, area = 480 S F (117%)
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Wet Pond -
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Total asphalt area tributary to pond is 2 17 acres The swale treats 0 20
acres leaving 1 97 acres
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Pond Bottom Area Required
Bottom Area Provided
= 0 025(1 97 Ac)43,560 = 2,145 S F
= 53 5(78 5)/2 = 2,100 S F (98%)
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Total Treatment Area Provided = 2,100 + 480 = 2,580 S F (101 %)
Total Treatment Area Required = 2,145 + 412 = 2,557 S F
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Storage.
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Soil infiltration rates at the targeted layer average 16 inch/hour Minimum
storage volumes are therefore 3,857 C.F /Acre impervious and 1,286 C F /Acre
pervious
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Minimum Volume = 1 20 Ac(1 ,286/Ac) + 2 17 Ac(3 857/Ac) = 9,913 C F
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Install a 6 foot wide infiltration trench of sufficient depth and length to provide
10,000 C F of storage ..
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Area> 9,913/6'(0 30) > 5,507 S F
Use Trench 1,000 L F x 5 5' Deep
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HYDRA Analvsis.
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Infiltration rate for analysis will be 50% of expected rate as safety factor Use
8 inch/hour.
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Qout = 1,000' (6') 8 inch/hour/12(3,600) = 1 11 CFS
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Volume required by analysis = 7,950 C F < 9,913
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Trench area with 8" pipe = (6'(5 5') - 0 35 S F )0 30 + 0 35 S F
= 10 14 S F
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Length required
= 9,913/10 14 = 978 L F
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Roof Drains.
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1,000 S F = 0 023 Acre
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Volume Required = 0 023(3,857 C F lAc) = 88 5 C F
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Length Required = 88 5/10 14 = 8 73 L F 11,000 S F Roof
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Frontage Improvements.
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Grove Frontage = 680 L F @ 19 5' (paving & sidewalk)
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Treatment by wet vault @ 2 Y2 % of impervious area
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W V. Area = 680(19.5)(0025) = 331 5 S F
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48" Diameter Pipe x = 2' - 0 70' = 1 30'
)
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z = 3' - 1 30' = 1 70'
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y2 = (2')2 _ (1 70')2 -> Y = 1 05'
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Area = length x 2y
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331 5 = L(211 05'
L > 157 L FUSE 160 L F
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Storage = 680(19 5)(3,8571/43,560 = 1,174 C F.
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L > 1,174/1014 > 116 L F
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Highwav 507 Frontage:
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540 L F @ 32 5' = 1 7,550 S F
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Wet vault = 0 025(17,5501 = 440 S F
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L > 440/2 10 > 209 L F
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Storage = 17,550(3,8571/43,560 = 1,554 C F
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L > 1,554/10 14 > 153 L F
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SECTION 7 - AESTHETIC CONSIDERATIONS
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As discussed in Section 1, the drainage swales will be grassed The retention
facility will be below grade Wet pond will be planted with a variety of wetland
species
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SECTION 8 - DOWNSTREAM ANALYSIS
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Stormwater to be retained onsite No offsite discharge up to and including the
100 year storm
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SECTION 9 - COVENANTS, DEDICATIONS AND EASEMENTS
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The preservation of the drainage system will be the responsibility of the
property owner The only easement will be for City of Yelm inspection A
operation and maintenance agreement will be entered into between the owner
and the City of Yelm
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SECTION 10 - PROPERTY OWNERS ASSOCIATION
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No association will be formed
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IV
A.
EROSION CONTROL PLAN
CONSTRUCTION SEQUENCE
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Prior to the commencement of any grading or filling activity upon the site, all
erosion control measures, including installation of a stabilized construction
entrance, shall be installed in accordance with this plan and the details shown
on the drawings. The infiltration trenches are designed to fully infiltrate all
stormwater runoff No sediments from construction shall be allowed to enter
the trenches once they have been excavated Construct erosion control
measures around the infiltration trenches as required until the project is
completed to avoid contamination of the facilities
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B TRAPPING SEDIMENT
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The proposed swale and wet pond indicated on the drainage plan shall be
constructed early in construction to perform as temporary sediment traps
Additional temporary swale may be required to fully protect the infiltration
trenches from migration of fines from stormwater runoff Downstream
temporary erosion control such as hay bale barriers and filter fabric fences shall
be used as required to supplement the swales
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Vehicle tracking of mud off-site shall be avoided Installation of a stabilized
construction entrance shall be installed at the start of construction at the
access point to be used by equipment This entrance is a minimum requirement
and may be supplemented if tracking of mud onto City streets becomes
excessive Washing down roads daily to remove excessive mud may be
required. The wash water shall be directed to the temporary sediment traps
previously installed on-site and shall not be allowed to release downstream
without prior treatment by approved erosion control measures
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SITE RESTORATION
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Disturbed areas on and off-site shall be seeded upon project completion to
provide permanent erosion control On-site landscaping requirements shall be
incorporated into permanent soil stabilization measures to the most practical
extent while still maintaining the requirements for screening, aesthetics, and
other City Standards
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D GEOTECHNICAL ANALYSIS
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Existing slopes in the area of the swales and infiltration trenches are at a
maximum of 6% The wet pond will be constructed with a downstream
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embankment. The pond shall be lined and the embankment constructed per
WSDOT Method C, 95% compaction A minimum berm width of 3 feet is
required to retain the 3 foot pool depth
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E.
INSPECTION SEQUENCE'
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The Project Engineer and City of Yelm shall inspect the temporary erosion
control facilities, construction entrance, sediment traps, and erosion control
barriers prior to commencement of construction During and following
construction, the Engineer shall inspect the construction of the permanent
stormwater facilities and report to the city his findings as to performance and
operability of the completed system
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Lisa PalazzI, Principal
203 Fourth Ave. East
Suite 416
Olympia. WA 98501
(206) 534-0346
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Howard Godat
Godat and Associates
2708 Westmoor Court
Olympia, WA 98502
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October 18, 1994
Location
G94-0l28
Assessment of soil conditions for stonnwater
infiltration and septic treatment potential
Proposed mini-storage facility, located on the
northwest corner of the intersection of Grove Road SE
anu Spanaway-Yelm Highway, southeast of Yelm in
Thurston County, within the NW 1/4 of S29, T17N, R2E
....
Report File Number
Report Subject
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Field work was carried out by Lisa Palazzi, (ARCPACS certified soil
specialist) on September 29, 1994 The soils were evaluated and described in
relation to their site-specific limitations to stormwater infiltration
potential and limitations
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SOIL SERIES DESCRIPTIONS
According to the Thurston County soil survey, the following soil series are,-
mapped in the vicinity the Spanaway gravelly sandy loam, 0-3% and 3-15%
slopes (classified as a sandy-skeletal, mixed, mesic Andic Xerumbrept1), and
the McKenna gravelly silt loam (classified as a loamy-skeletal, mixed, non-
acid, mesic Mollie Haplaquept2)
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The Spanaway is mapped across the entire site and for miles across the uplands
in all directions The McKenna is mapped along-the Yelm Creek drainage
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For your information, details on expected charact-eristics of the mapped soil
series are described in APPENDIX I Please note that the SCS soil series maps
describe expected characteristics in only the top 60-100 inches of soil
Furthermore, the map units can have extensive inclusions of other soil types,
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1 Sandy-skeletal, mixed, mesic Andie Xerumbrept, generally meaning the soil has minimal horizon development
(ept), has a dark-colored, low base saturation surface horizon (umbr) , has developed under conditions of winter
precipitation and summer drought (xer), has characteristics attributed to volcanic deposits (andic), has a mesic
temperature regime (mean annual temperature ranges from 80 to 150 C (470 - 590 F), has no specific mineralogic
source (mixed), has 15-50% sand by weight and greater than 35% coarse fragments by volume (sandy-skeletal)
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, Loamy-skeletal, mixed, non-acid, mesic Mollie Haplaquept, generally meaning the soil has limited horizon
development (ept), is hydric or has a seasonal high water table (aqu), has a thick, dark colored surface horizon
wi th a high base saturation (moll), has otherwise average characteristics (hapl) , has a mesic temperature regime
(mean annual temperature ranges from 80 to 150 C (47" - 590 F), has no specific mineralogic source (mixed) has
a Ph greater than 5 0, texture of the fine fraction is loam, and coarse fragment content is greater than 35%
(loamy-skeletal)
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and in some cases can be entirely in error These series descriptions should
be used to augment the site-specific information provided in the on-site soil
descriptions in the report below and in Appendix I
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SITE GEOMORPHOLOGY, AND SOILS
The site is approx 4 5 acres, located on the northwest corner of the
intersection of Grove Road SE and Spanaway-Yelm Highway, southeast of Yelm in
Thurston County The site is currently undeveloped, and appears to have been
used as a pasture Vegetation is predominantly grass
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The site is relatively flat across the eastern portions, but has a sloped face
in the southwest corner that appears to be an old terrace, parallelling the
Creek, offsite to the east There is a mild swale along the bottom of the
terrace that may describe where the creek once ran However, the creek is now
farther west, and considerably incised !elative to the swale surface
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Elevations across the flat eastern portions of the site are between 352 and
353 feet The sloped area has an elevation of 352 feet at the top of the
slope, and 346 feet at the toeslope The lowest elevation on the site is
about 345 feet in the base of the swale in the southwest corner It is
estimated that the winter surface elevation at the creek is less than 340
feet
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Nine soil pits were excavated and evaluated in relation to their potential for
septic treatment and stormwater infiltration In general, we followed the
pattern of old soil pits that had been excavated on the site some time in the
past Pits 1, 2, 3, 4, 5, and 9 were all located on the eastern higher
elevation flat Pit 6 was located on the terrace sideslope near the southwest
corner Pits 7 and 8 were located along the base of the swale in the
southwest corner
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The soils all resembled the Spanaway series with variations related to
thickness of the dark-colored surface horizon relative to the extremely
gravelly subsoils, with the exception of the soils in the base of the swale in
the southwest corner being much less gravelly at depth than the soils on the
higher elevation upper surface
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In no case was there evidence of a long duration water table within 9 feet of
the surface The surface soils in some areas were compacted from surface
traffic But in general, the upper soil horizons could be used for septic
design, while the lower soil horizons could be used for stormwater
infil tration
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In relation to stormwater facility design, it is recommended to target the
more gravelly and cobbly subsoils, generally below 2-3 feet depth However,
due the high transmissivity of those subsoils, very little treatment is
possible As a result, stormwater should be adequately treated prior to
infiltration
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In relation to septic system design, depending on where the system is
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proposed, there may be some limitations due to the minimal depth of the
surface soils It may be necessary to create a sand filter treatment system
that utilizes the extremely subsoils for disposal
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There are upcoming changes in the Washington Board of Health On-site Sewage
Regulations effective January 1, 1995 that may affect septic design if this
system is not permitted by that time For that reason, the new Soil Type
Classification is provided along with the current Classification in the soil
pit descriptions in Appendix I
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I hope this provides you with enough information to proceed with project
planning Please call if you have any questions or require clarification on
any of these issues
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Lisa Palazzi ~
ARCPACS certified soil specialist
Certification #3313
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APPENDIX I
Pit 1
Horiz Dpth Col CF Txt Struc Perc' 1Yg Matt Roots OM %C
A 0-10 10YR2/1 25 GrL WFG 2-6' 4 0 MF 7 15
B1 10-22 3/2 45 VGrL MFSAB 2-6' 4 0 CF 5 15
B2 22-39 2 5Y5/4 65 XGrSL WFSAB 6-20" 4(1A)' 0 CF 3<10
C 39-50 5/4 75 XGrLS MS/SG 6-20" 3(1A) 0 FF <3 <10
Span away series Extremely gravelly from 22 inches down Upper soils are gravelly and very gravelly loams,
sui table for septic treatment, but sensitive to compaction and disturbance, particularly when wet The
extremely gravelly subsoils can be targeted for infiltration of pre-treated stormwater
Pit 2
Horiz Dpth Col CF Txt Struc Perc 1Yg Matt Roots OM %C
Al 0-6 10YR2/1 25 GrSL SFG 2-6' 4 0 MF 7 15
A2 6-18 2/1 30 GrSL SFSAB 2-6' 4 0 MF 6 15
B1 18-25 3/2 40 VGrSL MMSAB 2-6' 4 0 CF 4 15
B2 25-40 4/2 45 VGrSL WFSAB 6-20" 4 0 FF 4 <10
C 40-51 5/4 65 XGrSL MS/SG 6-20" 4(lA) 0 0 <3 <10
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Spanaway series Extremely gravelly below 40 inches The surface soils are dense and compacted, but not
enough to be platy -- still somewhat permeable Target soils below 40 inches for stormwater infiltration
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Pit 3
Horiz Dpth Col CF Txt Struc Perc 1Yg Mott Roots OM %C
A 0-13 10YR2/1 30 GrSL SFSAB 2-6 4 0 MF 7 15
B1 13-32 3/2 40 VGrSL WFSAB 2-6' 4 0 MF 5 15
B2 32-42 5/4 65 XGrLS MS/SG 6-20" 3(1A) 0 FF 4 <10
C 42-53 4/2 70 XGrLS MS/SG 6-20" 3(1A) CFF 0 <3 <10
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Spanaway series Extremely gravelly (about 15% cobbles) below 32 inches There is some Mn staining on the
rocks below 42 inches As the stream elevation is at least 10 feet below this surface elevation, it is
assumed that these mottles are relict features Target sDils belDw 32 inches for stormwater infiltration
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Pit 4
Horiz Dpth Col CF Txt Struc Perc 1Yg Matt Roots OM %C
A 0-8 10YR2/1 30 GrSL SFSAB 2-6' 4 0 MF 7 15
B1 8-22 3/2 35 GrSL MMSAB 2-6' 4 0 CF 5 15
B2 22-29 5/4 65 XGrLS MS/SG 6-20" 3(1A) 0 FF 3 <10
C1 29-54 5/3 75 XGrLS MS/SG 6-20" 3(1A) CFF <3 <10
C2 54-96 4/3 75 XGrLS MS/SG 20+ 3(lA) - <3 <10
Spanaway series Extremely gravelly (about 20% cobbles) below 22 inches There is some Mn staining on the
rocks between 29 and 54 inches, but not below Excavated to 8 feet -- no evidence of seasonal water The
Mn staining is a relict feature Target soils below 22 inches for stormwater infiltration
Pit 5
HDriz Dpth Col CF Txt Struc Perc 1Yg MDtt Roots OM %C
A 0-7 10YR2/l 35 GrSL MFG 2-6' 4 MF 7 15
Bl 7-17 3/1 40 VGrSL SFSAB 2-6' 4 MF 6 15
B2cw 17-28 2 5Y5/4 50 VGrLS WMSAB 2-6' 3( lB) CFF FF 3 <10
Cl 28-38 5/3 85 XGrLS MS/SG 20+ 3(lA) - 0 <3 <10
C2 38-60 5/3 75 XGrLS MS/SG 6-20" 3(1A) - 0 <3 <10
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Spanaway series Extremely gravelly (about 25% cobbles) below 28 inches There is faint mDttling in the B2
horizon -- result Df weak cementation in the transition between the upper less gravelly hDrizons and the
extremely gravelly subsoils Target soils below 28 inches for stDrmwater infiltration The weak
cementation in the B2 is not restrictive relative tD soils above it Compaction in the upper horizons has
slowed potential transmission rates
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The superscript number beside the percolation range indicates the expected single digit percolation
rate for that portion of the soil profile
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Number in parentheses are the new Dept of Health Soil Textural Classifications that will apply as of
January 1995
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Pit 6
Horiz Dpth Col CF Txt Struc Perc ~ Mott Roots OM %C
A 0-7 10YR2/1 35 GrSL MFG 2-6' 4 MF 7 15
Bl 7-22 3/2 35 GrSL SFSAB 2-6' 4 MF 5 10
B2 22-36 2 5Y5/4 50 VGrLFS MS/SG 6-20" 3(lB) - FF 3 <10
C 36-50 4/2 65 XGrLS MS/SG 6-20" 3(lA) - 0 <3 <10
Span away series This pit is located on a mild sideslope Extremely gravelly below 36 inches No mottling
was observed in any horizon Target soils below 36 inches for storrnwater infiltration
Pit 7
Horiz Dpth Col CF Txt Struc Perc ~ M9.ll Roots OM %C
A 0-12 10YR211 30 GrSL MFG 2-6' 4 0 MF 7 10
B1 12-34 2/2 40 VGrSL WFSAB 2-6' 4 CF 6 10
B2 34-46 2 5Y5/4 45 VGrLS MS/SG 6-20' 3(lB) - FF 4 <10
C 46-54 5/3 45 VGrLS MS/SG 6-20" 3(lB) FFF 0 <3 <10
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Spanaway variant The subsoils are generally more gravelly than the upper soils, but they are less gravelly
and cobb1y than soils observed on the upper surface (pits 1-5 and 9) (This pit is located in the base of
the swale in the southwest corner) The clinometer indicates that the surface elevation by the stream to
the west is about 4 feet lower than this surface We excavated to 9 feet There were faint mottles in the
coarse loamy sand soils at the base of the pit, but no clear evidence of long-duration saturation These
subsoils are only expected to become saturated when there are periods of extended rainfall that create
flooding conditions in the creek Target soils below 34 inches for best results with storrnwater
infiltration facilities
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Pit 8
Horiz Dpth Col CF Txt Struc Perc ~ Mott Roots OM %C
A 0-8 lOYR2/1 40 VGrSL SFG 2-6' 4 0 MF 7 15
B1 8-26 3/2 35 GrSL SMSAB 2-6' 4 0 CF 5 15
B2 26-43 2 5Y5/4 45 VGrSL MS/SG 6-20" 4 0 FF/CM 3 <10
C 43-64 5/3 35 GrLS MS/SG 6-20" 3 0 FF/CM <3 <10
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Spanaway variant Similar to Pit 7, has subsoils have lower gravel content than was commonly observed in
the soil profiles on the upper surface No evidence of a seasonal water table within the depths evaluated
Target soils below 26 inches for best results with storrnwater infiltration facilities
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Horiz Dpth Col CF Txt Struc Perc ~ Mott Roots OM %C
A 0-8 10YR2/1 40 VGrSL SFG 2-6' 4 0 MF 7 15
B 8-41 3/2 40 VGrSL MMSAB 2-6' 4 0 CF 5 10
C 41-50 2 5Y5/4 50 VGrSL MS/SG 6-20" 4 0 FF <3 <10
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Spanaway variant Similar to Pits 7 and 8, but with slightly higher gravel content at depth This pit is
located just above the top of the slope on the upper surface Target soils below 41 inches for best results
with storrnwater infiltration facilities
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APPENDIX II
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'SPANAYAY- SERIES (map units 109..,111)
TheSpanawaygravelly; sandy loams are very deep, ~somewhat excessive~y drained
soil on~terraces, formed in glacial outwash and volcanic ash The- top 20
inches are expected to be very dark-c6lored graveliy to very gravelly loams
and sandY,loams _Subsoils are expected to 'be extremely gravelly-sands In
some areas, these poils can also be very stony (rocks larger than 10 inches in
diameter)
Soil percolation rates are expected to be moderately rapid (2-6 inches per
hour) near the surface and very rapid ( greater than 20 inches pel:" hour) in
the extremely gravelly sand substratum
These soils are used mainly as hayland, pasture, or cropland, as homesites, or
as a gravel source The primary limitation for any vegetation-related use is
the very low water holding capacity in the subsoils
The volcanic ash influence in these soils may be evidenced by fine-textured
soils in interstices between coarse fragments Furthermore, these soiis may
show an increased tendency to cement or compact firmly in surface horizons
when disturbed The volcanic ash particles tend to break doWn into amorphous
clays -= a silica gel
The main limitation for septic system Jor stormwater ponq) design is the
gravelly subsoil' spoor filtering capacity - -'-a result o_f rapid percolation
rB:tes ~and relatively low silt and clay content Community sewer ,systems-'or
arternative septic systems (usually-sand filter and/or pressu~e ,distEibution)
are encouraged to avoid contamination of groundwater or nearby wells -iGrass-
lined swales or sand lined ponds may be encouraged for pretreatment of
stormwater prior to' infiltration
SPANAYAYSERIES (map units 112, 113) )
~he Spanaway stony sandy loams are very deep, somewhat excessively drained
soil on terraces formed in glacial outwash and volcanic ash The top 16
inches are expected to be black stony 'sandy loams underlain by6 inches of
very dark brown gravelly sandy loam -Subsoi~s to 60 inches or .greaterare
'-, expecte~ to' begrayj..sh brown, extremely gravelly sands ~ i. '
---. i
"So:1l percolation rates are expected ,\=0 be,moderately rapid (2-6 inches per
hour) near: the s~rf9-ce and very rapid.-( greater than 20 inches per hour) in
the e,xtremely gravelly sand substrat1lIIl. --,.
\ -
"
~ ) \-
These soils are usedmain1y as hayland, pasture, or cropland, but are greatly ^
~1imited by the stony surfaces -They are well-suited to homesites'; but
"'landscaped'areas~will-require surface stone removal 'The primary limitation-
1 for'HanY; vege_tation-related use is ,t;he very l.?w water ",holding capacity'" in the
"'subsoils
~./..
) :" ) - -,
The volcanic ash-influence in these soils~may be evidenced by ftne-textured
soils iIt> interstices between coarse fragments Furthermore,thes-e soils may
,snow an increased' tend~ncy t() cement or compact firmly in surface horizons
l "
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when disturbe4. 'I:!1e vo}..canic ash Particles tend to break aown into ,amorphous
~lays - 0;' a silica .gel. ' ' ,- J I,
I: / I
The-main limitation for septic system or sto.rmwater t>ond:design-is- the,
gravelly subsoil's poor filtering capaci ty- - a result of "rapid_percolation
rates and relatively low silt and clay content C~mmunity sewer systems o~
alternative septic systems (usually sand filter and/or pressure distribution)- -
_are encouraged to avoid contamination of groundwater or nearby wells Grass-
lined swales or sand lined ponds may be encouraged for pretreatment of
stormwater prior ~o infiltration
MCKENNA SERIES
The McKenna gravelly silt loams
depressions and drainage-ways
are moderately deep, poorly-drained soils in
Generally, these soils for~ in glacial drift
Gravel content increases with depth and fine fraction soil texture gets
coarser with depth, from gravelly silt loam at the surface to very gravelly
loam at about 36 inches Below that, the substratum to a depth of 60 inches
or more is dense glacial till which crush~s to very gravelly loam Mottles
are. cOmmon in the soil from 21-36 inches, above the glacial till layer The
till layer is generally gleyed
Average soil percolation rates are expected to be moderate (0 6-2 inches per
hour), above the till layer and very slpw (less than 006/inch~s per hour)
through the till A seasonal high water table is expected near or above the
surface from November to April
;,
The ~cKenna is geperal1y suited for woodland with a few :areas being used for
~ayland and pasture Limitations are moderate percolation rates and seasonal
iimitations on trafficability due to wet~ess - These soils can be i~passab1e
when wet, and very prone topud4.ling ~nd severe compaction
- \,
Homesites are not suitable due to sea~onal wetness .and flood hazard Howev~r,
as long as local rules rega~ding wetlands and their buffers are considered in
'th€design -(i e-, a wetlands cannot be used for primary stormwater treatment),
, ,I '
-these soils would be suitable for detention, but no~ retention facilities
Percolation into the underlying till layer is exp~cted to be minimal, and the
silt loams above the till will limit lateral percolation as well
/ i .!.
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PREPARER~ PLEASE
READ ALL
INSTRUCTIONS!
FIRST. :
17rBLt. 3. \
ST AFF USE ONLY
--1
,
1
-,
-,
SOIL EVALUATION REPORT
FORM 1: GENERAL SITE INFORMATION
I' .,1
!lp~OJECT TITLE: ietm~'?~ SHEET I OF! Ii
iIP~OJECT NO. : G'N o!zlf DATE: I./Z.'i/"/ \:\
11P~EPA~ED BY : 1"". ~ s..,;r" ".;,.f<-,/ !,
~'il. SITE ADD~ESS O~ LEGAL DESC~IPTION: -'rL --<. V iI"~
,vtV'I"I"",~ 1" 50? 1'~ - ~..f'r...c-) ~ ,- A/w' r I
..( 51'1, -(17)1/, (?~ ,i
!2. PROJECT DESCRIPTION: ~ ~ ~~ - ~ i
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_ 13. SITE .DESC~IPTION: ~Jr~ ~ ,...;a h-..c."" tt-:-o/'f" i\'
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4. SUMMARY OF SOILS WORK PE~FORMED: ~ -1~/,.n ~I
~~ a..~, I
II
1\
\1
\1
\1\6. FINDINGS (Including pre-development site percolation~ate): . \
! l:::f:;; .~.././~ ~ d'<<..<,4J ~. !
r~-,~~~~;;;~4~ 1\
1""/,be/...a- /1 f' IIS'~ Je. J.-ou-,. ~
117. ~ECOMMENDATIONS:~~r~~"'e.~) ~
\ J2u.1'--vr ~~ II
\',\' I hereby certify that I prepared this report, and conducted or supervised!'\1
to the pe rfo ...ance of re 1ated wo rk, I ce rt ify that I am qual if i ed to do '
i\ this work. I represent my work to be complete and accurate within the II
., bounds of uncertainty inherent to the practice of s011 science, and to be;:
I suitable for its inte~ed use. 1
Ii SIGNED: p P-~ " ~i
: DATE: It! 'JA/ ' 9..'/ ::
6. ADDITIONAL SOILS WORK RECOMMENDED: ~
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FIRST. !
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1
~
1
SOIL EVALUATION REPORT
FORM 2: SOIL lOG INFORMATION
,PROJECT TITLE: i~ ~ 5~
PROJECT NO. : c;. ~'1 o,,~ ,
PREPARED BY : f~ ;t~ ~f vJ~
SOIL LaO: -:IF I
LOCATION: ?6- ~
SHEET I OF 9
DATE: /oj-v<l/f f I
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1.- TYPES OF TEST DONE: ,,\2. sea SOIL SERIES:
7~~~' ! ~~
4. D;~ITION HISTORY: 15. HYDROLOGIC SOIL GROUP:
f~~~ p
7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAYER:
#A /VA
3. l.AND FORM:
f~
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6. DEPTH TO SEASONAL HW:
"/ 91'7'"
1
9. MISC:
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EROSION RUNOFF PONDING
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11. SOIL STRATA DESCRIPTION:
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HORZ DEPTH COLOR I TEXTURE r'CLI,oRGI,cF STRIMOT INO CEM ROO <x> FSP
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,j12. SITE PERCOLATION RATE: :,"'J~(dl.~~-~'
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413. FINDINGS & RECOMMENDATIONS:
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fA BLE 3. (
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SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
~PROJECT TITLE: 1.tdm ~ ~
PROJECT NO. : ~9 c..; O('Z-g"
PREPARED BV : p~ ~ ~ f' ttJJ.v..--
SOIL LOG: 2-
LOCATION: .:t:- -p:;-o tff ,A/~~ /}f /
SHEET l!- OF 7 Ii
DATE: ,/)/~/7'{ I
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1. TYPES OF TEST DONE: '\ 2. SOS SOIL_SERIES:
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V~_ ~r--' ~ >f/r"
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7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAYER: 9. MIse:
-0-- /1/;1 r-
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:,12. ~ITE P~COL""TI~ RATE: ,-," ~ ~,~.~-'
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~ 13. FINDINGS & RECOMMENDATIONS: .. ._
~~7{ ~jq7
HORZ DEPTH COLOR
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SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
\' PROJECT TITLE: Wm ~ . S+-: i ~
PROJECT NO. : ~C; 'I' o/"Z- ~
PREPARED BY : tJ~.;kU >;;( i vJ~
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4. DEPOSITION HptSTORVI \6. HYDROLOGIC SOIL GROUP:
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. PROJECT TITLE:
PROJ EeT NO. :
PREPARED BY :
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DATE:
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1. TYPES OF TEST DONE: 12. SCS SOlL_~ERIES:
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/), ~.. /f/JA--'f~
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~12. SITE PERCOLATION RATE: .r/;,r- ~~<,<,,"7f~ ~) I
, 1'2., z.o+ ~Z2.< ~~eH!,:cr>-~ 1
~ 13. FINDINGS & RECOMMENDATIONS: . !I
~ .k.- ~J e :I~.,d~~~ ~
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SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
. PROJECT TITLE: 'I~ ~ -~~
PROJECT NO. : {J.1, ()IZ,O ,
PREPARED BY : tfl~./k,. W 7 W~
SOIL LOG: ~ ~
LOCATION: ~ ~o r ~ ~ flA "3
SHEET ~ OF '7
DATE: /o/vt/9 Y'
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1. TYPES OF TEST DONE: '\2. ses SOIL SERIES:
~~~ I ~~
4. D!POS}!~ON~ ~t;~R~ 15. HYDROLOGIC SOIL GROUP: \ 6. DEPTH TO SEASONAL HW:
r1'~~~' B /71r
v
7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAYER: 9. MIse:
/J I( fl,/ 4- ,--
3. LAND FORM~
y/~
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L. ~ITE P~RCOlATI~ RATE: 3"/h~ _~~~~~ I I
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~ 13. FINDINGS & RECOMMENDATIONS: !I
~ ~. J f ~ /exr ~
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HORZ DEPTH COLOR
TEXTURE
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INSTRUCTIONS~
FIRST. !
I/T BLE. 3. (
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SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
1 PROJECT TITLE: ~ ~ r,. if"
\ PROJECT NO. : b-t'f, ~/-if' ...
PREPARED BY : f?~ ' ~ s,.;; ~ ~~
SOIL LOG: ~
LOCATION: ..;J:- t5" () tr ~;W ~ P ~ 5""
1. TYPES OF TeST DONE: ~r2. SCS SOIL S~RIES:
~~~ I~-
4. DEPOSITION HISTORY: \5. HYDROLOGIC SOIL GROUP:
rtJ7T~C -. {$
{/
7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAYER:
f
SHEET fa OF 9' i
DATE: 1()/~ l;tf
3. LANO FORM:
f~~
6. DEPTH TO SEASONAL HW:
7f/
9. MIse:
-
/Y't1
/1/ A-
10. POTENTIAL FOR:
EROSION RUNOFF PONDINQ
~~~
11. SOIL STRATA DESCRIPTION:
TEXTURE IICLl'ORor'CF STR MOT tHO CEM ROO <x> FSP
I I I I I
s=- A-AlmP~ lr \ ! 1
I ClI err 1 - i' \ : 1 I
, I Ii! \ I I
i! I I i I i I I
r ! i i l \ \ \ I Iii
II '.' "'I~
~12. SITE PERCOLATION RATE: 3" d ~- ~ I
1 h -1J"'r4 ~#- i
~13. FINDINGS & RECOMMENDATIONS: !I
: ~ /JpT f ~;f:;p- l
~ 'I
HORZ DEPTH COLOR
,
I
"
PREPARER: PLEASE
: READ ALL
INSTRUCTIONS~
FIRST. ~
fA BLE. 3. (
STAFF USE ONLV
t
~
"
"
SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
~ PROJECT TITLE: 'idv- ~ ~
PROJECT NO. : G-t cI ~t)/-uf --
PREPARED BV : fu." ~ ~ t ~
SOIL LOG: -; -
LOCATION: ~ 'Uc) tfr ~V'-' ~(/?;.7L tj ~ ~
t. _TVPES OF TEST DONE:! 2. SCS SOIL SERIES: . 3. l.ANO FORM:
~~~. I ~v~ ~/J<L.<..U~
4. DEPOSITION ~~< Is. HYDROLOGIC SOIL GROUP: 6. DEPTH TO SEASONAL HW:
~~~ g /7ifr
7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAVER: 9. MIse: ~ ~n...... ~/J -
/1/4 /VA-- +. fj(~ d7fr
10. POTENTIAL FOR: EROSION RUNOFF PONDING I
~~~
SHEET 7 OF 1
DATE: /I}/-v-t{q r.(
-1'
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11. SOIL STRATA DESCRIPTION:
'[
HORZ DEPTH COLOR
TEXTURE
'Cl 'ORG1'CFISTR MOT IHO CEM ROO <x> FSP
LJ
'[
I
I'
I I I I I
r #B I,' - l~! i
I l~trl//IAi,' i i I
i I I I! I I I
! I I · I I I !
! Iii I I I i I I
I !! I !' I I
: II i i : , i i 1
Ii: : j I I i I
:i 12. SITE PERCOLATION RATE: 5"/ hI" J~" r ,~--
1 6' -/, ,. ,J-~n
t13. FINDINGS & RECOMMENDATIONS:
~ ~O#~ f' ~ fcy-r-
i
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STAFF USE ONLY l
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PREPARER: PLEASE
: READ ALL
INSTRUCTI0NS~
FIRST . :
fA BLE. 3. (
. ..1
! !
i
~
'I
LJ
SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
,PROJECT TITLE: /\~ _1'/
I' PROJECT NO. :~" 'I ' () J ~ .
i PREPARED BY : q?~ ~ ~'f 0J~
SOIL LOG: -t
LOCATION: 'J::::. J()t?~w~(f.:A'~/ ~ ~ ~
SHEET 2'" OF !
DATE: I ~ lr,-Lf, 1'1{
~
'I
~
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1. TVPES OF TEST DONE:
1W~~'
12. SCS SOIL ~ERIES:
.~V~
15. HYDROLOGIC SOIL GROUP:
7)
3. l.ANO FORM:_ .L-f)
~/~
~
~
6. DEPTH TO SEASONAL HW:
/7r
"
'I
7. CURRENT WATER DEPTH: 8. DEPTH TO IMPERV LAYER: 9. MIse:
~~ ~/l- --
L.J
'I
10. POTENTIAL FOR:
EROSION RUNOFF PONDING
u
~~~
'I
L.J
11. SOIL STRATA DESCRIPTION:
TeXTURE
'I
HORZ DEPTH COLOR
u
k!
I j
I I I I 1
r : i I I i I' " I
I · . . , I 1
,12. SITE PERCOLATION RATE: 'I" ~~/~ L-
. /D 16" J~
113. FINDINGS & RECOMMENDATIONS:
~iJn~i~~(
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u
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PREPARER: PLEASE
: READ ALL
INSTRUCTI0NS~
FIRST . ~
STAFF USE ONLV
u
7ABLE. 3. (
t
j
I
i
'I
'I
SOIL EVALUATION REPORT
FORM 2: SOIL LOG INFORMATION
~ PROJECT TITLE: 't'au.. ~~. . )fnA r
PROJECT NO. : 'G-7c.1. OJ .
PREPARED BY : 15u . ~ . f W~
SOIL LOG: tt. -
LOCATION: ~ '-f ~~ ~j<:"
SHEET 7- OF <)
DATE: Iv 4/7-1
u
u
'I
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CJ
~
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1. TYPES OF_TEST DONE: 12. SCS SOIL SERIES: 3. LAND FORM:
s.-:.J~~ I ~V-~ <t~
4. DEPOSITION HISTORY: \5. HYDROLOGIC SOIL GROUP: 6. DEPTH TO SEASONAL HW:
~~~ 8 /l
CJ
u
u
CJ
7. CURRENT WATER DEPTH: 8. DEPTH TO IHPERV LAYER: 9. MISC:
LJ
;VA-
(l/fJ--
EROSION RUNOFF PONDING I
~~~
CJ
10. POTENTIAL FOR:
~
"
LJ
11. SOIL STRATA DESCRIPTION:
u
TEXTURE T_CL "ORG\_CF STR MOT tNO CEM ROO <X> FSP
I I I I I
I ('DO PI jl ~ I: \ 1
l I "I 11 ~.IJ I \ 1 I i I I I
i I I I i I I ! I I
I I! ! j! I I I I
i i
I I I Ii" I I 1
'.12. ~ITE P~RCOLATI~ RATE: c(..' J "'~ ; . ~::o uL_ ~~, I . I
Ii ..-- -~' {~-'--"'/I" - v
1 (,," rrf~ 1
In. FINOINllh& RECOMMENDATIONS: /Iuh.n4- -L :1
~ ~ ffJ;PJ:- { t1f.'. ./~ ~
,
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HORZ DEPTH COLOR
LJ
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''''APPENDIX 'III
DEFINI.TIONS
~~ 'f:
-Y
it' r"
Colunm Headinlls: ~ I -- ",' \'
Horiz = horizon This word refers to the hori~onta~ bands of soil that form at various depths from the surface
as a result -of' either accumulation ~of organic materials or leaching of clays and salts by water "A'"
horizons generally hav'e an accumulation of organic materials "B" horizons generally have an accumulation
~of clays or.{'salts "C"hori-;ons are generally either undiff,erentiated parent material or are below the
zone of major biological ac,tivity i'A small letter following the capital letter provides additional
information "Bwn q.escribf?!s a "cambic" or bare:1y d~velC?ped B horizon;- A "cwu, lies" or "ei It after a B or
C describes a horizon with weak cementation, 'strong cementation, and induration respecti~ely An "r" after
a B or C indicates that the horizon is dominated by saprolyte, which is rotten rock ~~ i e rock that is
so decomposed that it is almost soil An "R" after ,a C'indicates that the, C horizon is predominantly hard,
undecomposed bedrock A "2" in front of a B or C horizon indicates that the subsoils have a different
parent material than the overlying soils
Dpth = depth gives the distance from the surface for the top and bottom of each horizon
Col = color gives a Munsell Book color chip code The Munsell color codes (example lOYR 3/4)~give information
on the hue' (10YR) , value (3), and chroma (4) of the soil Soil color can be used to infer parent material,
percent organic content, or soil drainage characteristics For .example, soils with both low chroma and
value (example 10YR 2/2) are very dark-colored and tend to have high organic matter contents,isoils with
a Munsell chroma code of 2 or less (example_10YR 7/2) may be poorly drained
The following valuelchrome color codes correspond to the following soil color names for the two most
commonly used HUE pages 10YR and 25Y
II ~~~ ~AME
I
VALUE/CHRCMA
II ~O~~AME
II
VALUE/CHRCMA
II
I
,
I
I
II
II
, II
II
-II
II
II
white
,light gray
gray
dark ,gray
very dark gray
black /
pale yellow
light brownish gray,
graYi~h brown,
dark grayish brown
very.dark grayish brown
light, brownish, gray
grayish brown
dark grayish brown
very dark grayish brown
pale yellow
ligh~'yellowish brown
iight olive brown
olive brown
yellow
o}.i ve yellow
N8/,
N7/,
N6/,
! N41
N31
N2/
II 8/4,
6/2
5/2
III ~~~
6/2
II 5/2'
4/2
'\ 3/2
8/4,
6/4
I 5/4,
4/4
II 8/6,
, 6/6,
8/2
7/2
N51
rl
I
r II
II
II,
II'
I
II
'II
II
white
light gray
gray
dark gray
very dark gray
black
very pale brown
light broWnish gray
grayish brown
dark g~ayish brown
very dark grayish brown
very dark brown
yellow
pale brown
brown '
.dark brown
light yellowish' brown
brownish yellow
yellowish brown
dark'yellowish~brown
~8/1,
7/1,
6/1,
4/1
3/1
2/1
8/3,
6/2
5/2
II 4/2
II~ 3/2
\ II ~j~,
, 6/3
115/3
_413,
. 514
1/6/6'
5/4,
'114/4,
..
812
7/2
5/1
8/4, 7/3, 7/4
7/4
8/8,7/6, 7/8
6/8
II
II
II
II
II
II,
II
8/8, Z;Uj, 7/8
313
7/4
6/8
5/6, 5/8
4/6, 3/4, 3/6
5/6
Txt =, textur~ describes the, relative dominance in size of. soil particles smaller than 2 mm diameter Sand,
'silt; 'and clay 'are the three size classes with sand being .largest'-and, clay being smallest The textural
names are ~ppliedbased on the volume percentage of sand (S),. ,silt (Si), and clay (C) The field estimate
of percent 'sand, _ silt and clay are, given with tqe texttital name
, " -('-
j yJ I ,
CF = percent coarse fragments Coarse-fragments are defined as ~nymineral fragment ~n the soil greater than'
2mm diameter ~If needed, coarse fragments are also described in terms of various'size classes ~- gravel,
~cobble, stone, etc Abbreviations associated with CF'percentages wi~~be Co = cobblY,(coarse fragments
= '>3"diameter), en = concretions (small~ round pebble-like fragments formed ~by soil minerals dissolving and /
then re-precipitating) If no abbreviation is.included, assume that the percent CF'is describing' gravels
(coarse fragments >2mm and <3" ,in diameter)
I -
:.... r
If:coarse fragment' content is expressed\as 15-35 percent, the fine fraction (soH particles less than 2 IllIIl
diameter) textural call is modified and defined as gravelly (i e gravelly loam or gravelly silty clay),
35-65 perce~t is very gr~velly; greater than q5 percent is defined as extremely-gravelly I
1 "-
,Struc =- structure describes the shape, 'and size of the natural soil clods Soil with strong stru,cture is
(
-,
,-'
AppIII-l
:.-
-j
,~.
-"-"1"
!,~~~,
t
~, ~,-,-=---.:::-... ~"'--'-----'--'~.,
generally considere4'tobe stable and well developed' Soils that are periodically disturbed generall~ hav~
poor structure Fine textured soils with weak structur~ often have poor,per~olation capab!liti~s .
"
....: ,-) "-
OM = percent organic'matter In minetal soils, organic matter decreases with distance from the soil surface
Low percentages (3% or less) at the surface can indicate er~sion problems Increased percentages below the
;surface can indi,cate a, buried' surface (fill on the surface) ',Organic matter improves structure and
fertility Surface OM% in mineral soils ranges from 4 to 20% When OM% is greater than 20%, the soil may
be .classified as an organic rather than mineral soil This is generally indicative of saturated and/or cold
conditions in the soil
Root
rooting depth can be used to locate layers in'the soil that may restrict growth or water movement
Mott mottles are an indication that the soil goes through alternating periods of extended saturation and
drying
Perc = percolation rate The percolation rate is an estimate of inches per hour water percolation th~ough the
soil The range in percolation rates as devised by the SCS are as follows
/'(
Class
Very slow-
Slow
Moderately slow
Moderate
Moderately rapid
Rapid
Very rapid
Estimated inches/hour
less than 0 06
o 06-0 2
o 2-0 6
o 6-2 0
2 0-6 0
6 0-20
more than 20
The field estimate is made',based on soil texture, percent coarse fragments, and other soil features" such
as indication of cementing and the presence of mottles
Type = soil type; as defined in Article IV, Rules and Regulations of the Thurston County ~oard of Health
Governing Disposal of Sewage (same as State definition)' These groupings are being reviewed and revised
at the State level The'revised Type definitions are expected to be out by late 1993 The current soil
type grou?~ngs are as follows
Soil Type
1
2
3
4
5
6
I
Soil Textural,Classificatfons
~Coarse sands or coarser
-Medium sand
-Fine sand, loamy sand
-Sandy ,loam, loam c.
-Porous, well-developed structure in silt and silt loams
-Other silt loams, silty clay loams; and clay loams
-:
J'
Similar ~o sorl percolation rate estimates" the field typing estimate is based on interpretation of effects of
_ soil texture, ,percent coarse fragments, 'and' other soil features, such,as 'indication of cementing and the
presence of mottles In ,general, soil type 1 is unsuited due to too rapid percolation rates; soil type' 2 can
be used, often with some type'gf sand filter systems; soil types 3 and 4 are generally preferred, -although 'some
tyPe 4's may be limited to some degree by slow percolation; type 5 soils'percolate very ,~lowly and ar,e generally
unsuited due to how easily they are hydraulically overloaded, but mound or pressure distribution systems can
be used in some cases to compensate for these limitations; type 6 soils are unsuited due to minimal percolation.
./" :-
,'-'
"
);
IC Percent clay content a~ es!;~mated using hand~texture techniques in the field ,
: FIELD DATA ABBREvIATIONS
:-..~.
\. Mottles
First-letter
M Many ,
'C = Corrmon
F = Few
Second le'tter
f= Fine
~ M~' ~edJum'
L = LaJ;'ge "
Third letter ,(
F Faint, i
D Distinct )-
P Prominent
'Texture codes
L = Loam(y)
Si = Silt(y)
S = Sand(y)
C = Clay(ey)*
F = Fine '
'Gr = Gravelly
, 'v = Very
X = ,Extremely
Co f'" Cobbly ,
(* ~ in front of
,LS or Si,stands
for Coarse)
Roots
},"irst letter
M Many
C =Con:mon
'F = ,few,
Second, letter'
F'''' Fine
r. M ,= Medium
C= Coarse
..:-
"
'I
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,L'
\
:.....:.....:..-:--.1-./-.':.:.
'Structure
SG = single grained 'or~loose,
no s,tructure
MS'= Massive, meaning no ,
structure, but not single grained
First letter represents the
,strength. of the st.ructure
W = Weak
M= Moderate
, S =c-strong
Second letter represent.s the
size of the structural unit
F = Fine '
M = Medium
T'
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.,
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," Third'letter graup represents the
t _shape .of the structural bit,
SAB ;,. subangul~r b<Iacky ,
AB,= angular blacky
G = granular
PI == platy
" \
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y
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stream type as defj,ned in ,WAC 222-l6-030,1.Water:Typi~g System These typing were established
in~caaperatian between the ;Dept .of ~atural Resaurces, the Dept .of Fisheries; ,the Dept
.of 'Wildlife, the Dept .of Ecalagy, and ,in cansultatian with.'affected Indian tribes The
results ire available across, the caunter at DNRMap and Phata Sales, The current stream
type definitians are as fallaws (paraphrasedfram the WAC cadedescriptians)
"
:""""/c;-
Tvpical characteristics
All share lines .of the state, as defined under RCW 90 58, within their .ordinary high water mark,
excepting their assaciated wetlands Generally, these include all rivers, lakes greater than
,20 aCJ:Els" ,and perennial -streams dawnstream .of the paint .of greater than 20 cfsflaw These
are generally cansidered ta be fish-bearing waters \-
'I '
These are nat Type 1 waters, but da have high fish, wildlife" .or human use values They
include segments .of natural waters and their assaciated wetlands which
(a) are diverted far damestic'use by mare than 100 residential .or camping units
(b) are within any campground with greater than 30 camping units
(c)' are used by substantial numbers of anadromous or resident game fish' for- spawning,
rearing' or migrat..ian, such as, those having a defined channel width of 20 feet or greater'
and a gradient of'less than 4%, .or lakes, ponds'or impoundments with greater than 1 acre
of surface area at seasonal low water
(d) are used by s,almanid for Off-c:hannel habitat,_ usually critical for juvenile survival,
such as' those areas connect~d~to a slmonid bearing stream and accessible at some time of
the Y,ear and haviIlg' an access drainage area with less than S% g~adient
These are not Type 1 'or 2 waters, ~utChave moderate to slight fish, w:ildlife, or human use,
values They include 'segments .of natural waters ;and'their associated wetlands Which:'
(a)i ,are diverted 'f.oJ: damestic use" by more than 10 residenth.l or camping- units. ;
(D) are used,by ;signHic~tnUll)hers ,~f imadromou~fish for spaiming" rearing or migratian~"
such as those having a defined c~annel w~dth'of Sfeet or greater and a-gradient .of less
than 12% and not upstJ:eain of' ,at falls .of more than 10, vertical feet 'I ' ..
(c) a~e used by significant numbers 'of' resident game fish,. such, a~ 'those having ,a defined
ch",imel width .of 10 feet or greater, a sunmer low flow of grea~er, than 0 3CFS;, ~d a
gradient 'of -less than 12%, and pands or impaundments,...'lodth greater than'~, S acre .of ,surface
c area at seasonal 'law water ' ' , ( ,
~d) are >highly significant faJ:!protecti~~ ,of dawnstream wateJ:, ~aHty" such as tributaries,
that contribute PJ,o#e than 20%' o~ the t;~ow' .to ~a TYPe 1" or 2 wa-ter '\. r '-- -\
~ J ' (
These~are not.',Typ"e 1.,2, or 3 waters, j;u~. are considered~orta,nt for protection of dOW!ist.ream
-water quality' Thes'e arE! not fish':bea:iing streams, but have a' defined channel and'" are ei theJ:
intermittent drainages, .or are p~reririiarstreams, in ,rmreachable portions of ' a drainage These
_ wate~s c~n;.inue up~treallt"until the channel becomes less than,2 feet wide ).
r
;::
These are ,not-- Type) 1 ; _2" 3, ~r (~a'ters ,.,:but inc'lude streams with, or (wi!thout
" channels, areas of perennial ~r ,intermittent seepage, ponds, natural fsinks 'and
having sha~,peJ:iads of spliing .or'. storm, run '.off ' ( '" ,
'}J,,:' ,,' I j
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welL-defined:
d~ainageways
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D' of Yelm
ALAN L. SCHWIESOW, P.E.
Civil Engineering
348 - 48 Meier Rd.
Win lock WA. 98596
(206) 785 . 3559
J 05 Yefm A venue WesZ'
POBox 479
Yelm, Washi/lgroll 98597
(206) 458-3244
Month. 5!? Oay. .=<..~ Year ~
PLANNING DE?ART~ENT PRESU6MISSION NOTES/COMMENTS
X!HESE COllMENTS IRE ?HELIMINARY IN NATURE IHD IRE NOT INT!NDEJ 1~ iE'~ESENT fINAL COHMENTS IHD OR iEQUTREKENTS
fOR rHE CITY OF YHIl ,.HTll. COMPlETE HHICJT10ll IS MUE fHE 'LAHNING UE?ARrHEIIT CAN OIlU UTEK'T TO INF~RH
:XE HH!CANT OF ~E)lOH HOUlREKENTS lS THO .\P?!H III 1HE fOilH ?HSENTO lY THE HPlIClHT U THE TIlH Of
?HSU!II1 SHON
P:=CPCNE:\IT .
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CRITICAL AREAS & S.E.P.A.
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APPLICATIONS & PROCEDURES
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QUESTIONS?-----Please contact Ty Peterson Y 1
(206)458-8408 e m City Planner
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CITY OF YELM
OFFICIAL USE ONLY
POBox 479
Yelm, WA 98597
458-3244
Date Received
PRESUBMISSION MEETING
REQUEST FORM
Meeting Date.
YELM
WASHINGTON
Fee. None
A presubmission conference is an opportunity for a developer and/or consultants to meet with city staff and ser-
vice providers to discuss preliminary studies or sketches of a proposed project. At the conference the staff will
make available information relating to the proposed development. The intent is to identify and eliminate as many
potential problems as possible in order for the project to be processed without delay The conference should take
place prior to detailed work by an engineer or surveyor, however a site drawing must be submitted that has suf-
ficient information to allow for evaluation Discussion topics will include such things as Yelm's Comprehensive
Plan, street design, storm runoff and retention, Shoreline Master Program, zoning, availability of sewer and water,
development concepts, other requirements and permits, and the environmental impact. Staff notes are prepared
and available for review There is no charge for this meeting. Meetings are held each Wednesday morning This
request form should be submitted at least one week before the preferred meeting date
Meeting Date Requested I! tJ f! p c; '/ rJ <1
/11012 ._(~ Wednesday)
~~~
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Applicant (I 0 tJ /II T;? )' 5- 7' 0 /?,4 (!.. L
Address / {J '73 /} &' fit/v ~ If IJ .' Sf
Telephone
Owner
Address
Telephone
Representative (if any) f II 1/(1 If fir (;& 1/~,R jJ Occupation
Address / T f-7 5, tv, bY- d It-' (' IT E // .4 ?-I <;
,
Telephone
(7 ~/J/ )//1-7//#/
tv 1 s #: crc;:r.!J.:J,2
General
location _of project iff ;t~---j ~19
~5-f5-- A- 7/,4 ('(Y56
Township
10 S J 5- C! j(~L1;F
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Section
Assessor's Tax Parcel Number
Type of Project (Subdivision, Annexation, Zone Change, etc.)
Total acreage Proposed Density
Proposed Land Use. Single-family Duplex Multi-family Mobile Home Park Commercial
E7/- ,I 7i.
Range
Please attach six copies of a site plan drawing not larger than 11 "x17" and forward to Yelm City Hall.
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