01-8290 Project Rev & CorrespondenceCity of Yelm Invoice No. CDD-02-042
Community Development Department
INVOICE -
- Customer
Name LASCO Bathware
Address 801 N.P. Road
City Yelm
Phone 360-458-3900
State WA ZIP 98597
Date 2/6/02
Order No. SPR-01-8290-YL
Rep Lasco Loading
FOB Dock
Hours Description Unit Price TOTAL
City of Yelm Engineer Review Fees
16 Initial Plan Review $54.00 $864.00
2 Correspondence $54.00 $108.00
3 2nd Plan Review $54.00 $162.00
1 Correspondence $54.00 $54.00
SubTotal $1,188.00
Payment Details Shipping & Handling $0.00
O Cash Taxes WA
O Check
O TOTAL $1,188.00
Office Use Only
City of Yelm.
Community Development Department
P.O. Box 479
Yelm, WA 98597
(360) 458-3835 fax (360) 458-3835
THANK YOU
January 8, 2002
Robert Connolly
Skillings-Connolly, Inc.
5016 Lacey Boulevard SE
Lacey, Washington 98503
RE: Lasco Bathware Loading Dock -Civil Review No. 2
COY Project No. SPR-01-8290-YL
Dear Mr. Connolly:
I have reviewed the civil engineering plans dated 11/27/01 (Date of PE stamp) and have the
following questions or comments. Please review these comments and address them when
you submit your mylars for approval.
1. The 8" pipe connecting the trench drain to the oil-water separator needs to be ductile
iron. The cover over the pipe in the loading dock in 1.92".
2. The above referenced pipe will also need to have a sleeve in the retaining wall
where it passed through the wall.
3. The elevation on the oil-water separator outflow in higher than the inflow inlet.
Typically they are even or the outflow is lower. Please verify this condition.
4. Section A-A Infiltration Trench needs to have 6" of washed rock above the pipe in
the trench. Please revise this detail.
5. The approval block should have Development Review Engineer instead of Director
of Public Works. Typical all sheets.
If there are any questions or concerns about these comments, feel free to call me at (360)
458-8438 and we can discuss them before the mylars are submitted. You need to submit 2
sets of mylars, 2 drainage reports and 1 reduced set of plans. The reduced set should be
11X17 and to scale. Also submit the AutoCAD files and the drainage report on a CD for the
City's archives. After signing the mylars one set will be returned to you and your client for
your use.
The client pulled a clearing and grading permit on Monday January 7, 2002. This permit will
only allow them to excavate for the loading dock. However they still need to submit a
building package to the building department. This will include all needed information for the
Building Department to issue a building permit.
Respectfully
City of Yelm Community Development
Jim Gibson
Development Review Engineer
Cc: Kevin Mullen
Robert Springer
Cathie Carlson
~,
~.
City of Yelm
Community Development
P.O. Box 479
Yelm, WA 98597
(360) 458-3835
(360) 458-3144 FAX
Memorandum
To: SPRC
From: Roberta Allen, Administrative Assistant
Date: 12/3/01
Re: LASCO Bathware Civil Plans
Attached please find Civil Plans for the LASCO Bathware Loading Docks for your
review. Please return comments by December 13, 2001.
If you have any questions, please give me a call.
Thanks,
Roberta
C:\Community DevelopmentlProject Files\SPR Site Plan Review\8290 Lasco Loading Dock\Civil Plan Dist Memo.doc
09/04/01 13:03 FAX 253 735 4201 UV-ALiB KAI Cdj001/007
G,gs~o
UTILITY UAULT'M
P.O. Box 588
Auburn, WA 98071-0588
253-839-3500
800-892-1538
Fax 253-735-42U]
Destination: City of 'Yelm
Atte~ltion: Jlm Gibson
Telephone Nunnber:
Fax Number:
From: tai Johnson
Number of Pages Including Corner Sheet: 1
Comments:
Good afternoon.
Enclosed are several cut sheets.
`~ Oldcastte Precast inc.
09/05/01
The 577 & 48-SA are both oil water separators.
The 577 is suitable for up to 900 gallons & costs about $2200.
The 4$-SA is suitable for 1000-1200 Gallons but costs about
53600.
The last 4 pages are of the 577 & 44$4 -(~A. The gallon
capacities are th.e same as the oil water separators.
{The 576 is a vault made in our Qregon pla>t~t)
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09/04/01 13:03 FAX 253 735 4201 L1V-ALIB KAI 0 002/OOi
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TOP SECTION
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HOLE FOR OUTLET %PE
CONrRgCroq TO VERIFY
sIZE a ~OCarION
VAULT
No.577-SB .~
7,35010s
OIL RETAINING BAFFLE
FLOW DIFFUSER
BAFFLE -~~
W Co 3030P, GALVANIZED
DIAMOND PLATE COVER
MOLE FOR INLET PIPE
CONTRACTOR TO VERIFY
SIZE a LOCATION
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Copyright 1992
120
WATER DEPTH GALLONS
4.0' 800
• ITEMS SHOWN ARE SUBJECT TO CHANGE
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FOR DETAILS SEE REVERS[: SIDE.
Issue: April. 1982
09/04/01 13:03 FAX 253 735 4201 UV-ALiB KAI ~ 003/007
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P,O BOx 588 Phone (253) 639.3500 'ITEMS SHOWN ARE SUBJL=CT TO CHANGE WtTMOUT NOTICE.
auburn. Washington 980. 1.0588 Fe: (253) 735.4201 FOR DETAI~,S SEE REVERSE SIpE.
µ Copyright O 1 gg5 O Oldmerlu (1oca-t, Inc, AU R~hfe Reservod 128 Issue: January, 1996
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09/04/01 13:04 FAX 253 735 4201 LfV-ALiB KAI x}004/007
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09/04/01 13:04 FAX 253 735 4201 LIV-ALIB KAI
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STRUCTURAl.NOTE3
1. CONCRETE - 28 OAY COMPRESSIVE STRENGTH f't = 45D0 psi
2. REBAR - A51M A-615 GRADE 60
S. MESIi - ASTM A^185 GRADE 65
a. DESIGN - ACl-118-99 BUILDING CODE
ASTM C-840 'NIN1MuM STRUCNRAL DESIGN LOADING fOR
MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND
wASTEwAtER STRUCTURES'
S. LOADS - H-20 TRUCK 1'n+EEI w/30'X IMPACT PER AASHTQ
GENERAL NOTES
1, OUTIEY PIPE CAN BE ADJUSTED TO INCREASE OR DECREASE GALLON CAPACITY
?. FILL w/CLEAN WATER PRIOR TO START UP Of SYSTEM
3. CONTRACTOR TO SUPPLY k INSTALL AtL PIPING ~ SAMPUNC TEEti
a, GRAY wa1ER ONLY. BUCK WATER SMALL BE GARBLED BY SEPARATE SIDE
SEWER
5. FOR RE9VFORCEMENT DETAIL SEE QRAYANG GK-90D
6. FOR BAFFLE DETAIL SEE ORAw1NG CH-1073, SHEET 2
DESIGN CRITERUI
UNIFORM PLUMBING CODE
NUMBER Of MEALS WASTE FLOW
x R£TENTLON
X
x STORA(,'E - CAPACTY
PER PEAK hOUR RATE TIME facroR - IN GauONs
SiiIPPING WEIGHT INSERTS
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09/04/01 13:05 FAX 253 ?35 420I1 UV-AC16 KAI
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STRUCTURAL NOTES
1. CONCRETE - 28 OAT COMPRESSIVE STT1EnGTH f'e .4500 psl
2. REBAR - ASTM A-815 GRADE 60
3. MESH - ASTM A-t85 GRADE 65
4. OESIGIJ - Ap-318-99 BUILDWG CODE
ASTM C-890 'MINIMUM SiRUCTURAI DESIGN LOADING FOR
MONaITHIC oR SECnONAL PRECAST CONCRETE WA1ER ANO
WASIEIYATER STRUCTURES'
S. LOADS - H-20 TRUCK tNHEEt W/30X IMPACT PER AASHTO
GENERAL NOTES
I. OUTLET PIPE CAN BE AOJUSTfO TO INCREASE OR DECREASE GALLON CAPACITY
2. fill w/CLEAN WA'rfR PRIOR TO START UP D< SYSTE1a
J. ..CONTRACTOR TO SUPPLY & INSTALL AI.L PIPING dt SAMPLING TEES
4. CRAT WATER ONLY. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE
SEWER
S. FDR REINFORCEMENT OETAk SEE ORANING CK-901
B. FOR BAFFLE DETAIL SEE DRANINC Ch-1074, SHEET 2
DESIGN CRITERu
UNIFORM PLUMBING CODE
NU>wBER OF MEALS WASTE FtOw
x RETENTION
x CAPACITY
STORAGE
PER PEAK HOUR RATE TzIaE X _
fACTat IN GALLONS
SHIPPING WFJGHT INSERTS
COVER = 4,933 ID:• COVER .• (4} 3/<'a FERRULE LOOP
CENTER SECnON = 6,33a Ibs. CENTER SECTON = (4} 1 1/~'~ ROCKET INSERT
BASE SECnON = J,456 Iba, BASE SECTION • (4) 7/8'4 GALV. LIFTWG IRON
BaffLE = 969 Ibs.
TOTAE WEIGHT ~ 15.691 Ibs.
4`r PIPE JOINT
8's HOLE TYPICAL r
(CONTRACTOR TO CORE
OR4L OR KNOCKOUT __
IN FIELD)
r
I'-0`e % 2'-10' r 1 t/2' r
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DRAFT
DETAIL 1
NOTE: WEIGHT INCtU0E5 BAFFLE P'^~ o[scNivnat aww s'z.
81LL OF MATERIAL
Iru ourwnt. 44$4 GA •• CREASE INTERC~pTOR
SALES INfORMATIpN 675 - 1,150 GALLON CAPACITY
STANDARD PRODUCT
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_ 10.5 Yelm Avenue West
,YELL P.O. Box 479
WASHINGTON Yelm, Washington 98.597
(360) 4.58-3244 SEPA N0: 8290
DETERMINATION OF NONSIGMFICANCE
Proponent: LASCO Bathware
Description of Proposal: Construction of a new 6-bay loading dock
Location of the Proposal: 801 NP Rd., Yelm, WA 98597
Section/Tcwnship/Range: NE'/4, Section 19, Township 17N, Range 2E, W.M.
Threshold Determination: The City of Yelm as lead agency for this action has determined that this
proposal does not have a probable significant adverse impact on the
environment. Therefore, an environmental impact statement (EIS) will not be
required under RCW 43.21 C.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
lead agency. This information is available to the public on request.
Conditions/Mitigating Measures: NONE
Lead agency: City of Yelm
Responsible Official: Shelly Badger, City Administrator
Date of Issue: August 6, 2001
Comment Deadline: 5:00 p.m., August 20, 2001
Shelly Badger, City Adminis rator
J if
This Determination of NonSignificance (DNS) is issued pursuant to Washington Administrative Code 197-11-340(2).
Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 Yelm Ave.
W., P.O. Box 479, Yelm, WA 98597, by 5:00 p.m., August 20, 2001.
You may appeal this determination to the Yelm City Council, at above address, by submitting a writter: appeal no later
than 5:00 p.m., August 26, 2001. You should be prepared to make specific factual objections. Contact Cathie Carlson,
Community Development Director, to learn more about the procedures for SEPA appeals. This DNS is not a permit
and does not by itself constitute project approval. The applicant must comply with all applicable requirements of the
City of Yelm prior to receiving construction permits which may include but are not limited to the City of Yelm
Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14.08), Storm water Drainage Design and Erosion
Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design
Standards, Platting and Subdivision Title (16), and the Shoreline Master Program.
DO NOT PUBLISH BELOW THIS LINE
Pubiished: Nisqually Valley dews, Friday, August 10, 2001
Posted in public areas: August 6. 2001
Copies to: All agencies/citizens on SEPA mailing list and adjacent property owners, August 6, 2001
Dept. of Ecology w/checklist. August 6, 2001.
MEMOflANDUM
To: SPRC
From: Cathie Carlson
Date: July 16, 2001
Subject: SPR-01-8290-YL -Project review schedule for Lasco Loading Docks
Attached is the application packet for the above referenced project. After your initial review of
the information submitted, if you need additional information from the applicant, please let me
know as soon as possible. The following is the tentative review schedule for the project.
July 16 -Notice of Application distributed -begin 15 day comment period.
Aug 1 -SPRC environmental review. Department comments/mitigation requirements for
Environmental Review.
Aug 6 -Environmental Determination issued by Planning Department. Begin 14 day
comment period followed by 7 day appeal periord.
Aug 22 and Aug 29 -SPRC project review. Department comments/conditions of
approval for staff report.
Aug 27 -Environmental Determination appeal time expired.
Sept 5 -Letter of Approval completed.