HomeMy WebLinkAboutCOM2009-00027 WCC Wastewater Treatment - COM Permit / Conditions - 3/27/2009 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262
Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670, ext. 352
Shelton, WA 98584
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COMMERCIAL BUILDING PERMIT COM2009-00027
OWNER: WA ST DEPT OF CORRECTIONS RECEIVED: 3/18/2009
CONTRACTOR: LICENSE: EXP: ISSUED: 3/27/2009
SITE ADDRESS: 629 W DAYTON AIRPORT RD SHELTON EXPIRES: 9/27/2009
PARCEL NUMBER: 420023260010
LEGAL DESCRIPTION: TR 1 OF N1/2 SW
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
plumbing and mechanical phase of shelton WCC wastewater
treatment.
General Information Construction &Occupancy Information
Type of Use: Insp.Area: No. of Units: Type of Constr.:
Type of Work: Fire Dist.: No. of Bathrooms: Occ. Group:
No. of Stories: Occ. Load:
Valuation: $ 98,928.00
Building Height:
Pre-Manufactured Unit Information Square Footage Information
Make: Length: Lot Size:
Model: Width: Building:
Year: Serial No.: Basement: Parking Spaces:
Setback Information
Shoreline& Planning Information
Front: Ft. Shoreline: Ft.
Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.:
Side 1: Ft. SEPA?: Comp. Plan Desig.:
Side 2: Ft.
Fire Protection System Information
Auto Fire Alarm System?: Emergency Key Box?: Standpipe?:
Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?:
Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?:
COM2009-00027 Please refer to the following pages for conditions of this permit. 1 of 5
Plumbing Fixtures Mechanical Fixtures FEES
Type City- Type Qty. Type By Date Amount Receipt
Plan Check Fee ARr. A/iQnnnQ SrAi 4Q q?gnnQnn
Building State Fee Arai viQignnQ Qd rn g99nnQnn
•
Building Permit Fee ARr. vn QrnnnQ .;QRR 75 Cg?nngnn
Building Permit Fee ARr. '107/9nno s9?77 S,)?nngnn
Total $1,655.41
CASE NOTES FOR
COM2009-00027
CONDITIONS FOR
COM2009-00027
1) MUST M§ET/ALL SETBACKS FOR PROPERTIES AND RIGHTAWAYS TO STATE AND FEDERAL AGENCIES.
X /3161
2) MUS_ TjHA D,/TCHES ALL OPEN FOR INSPECTION BY MASON COUNTY INSPECTOR.
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3) 3000 PSI CONCRETE WILL REQUIRE SPECIAL INSPECTION IF THE QUANTITY EXCEEDS 50 CUBIC YARDS< LESSER AMOUNTS WILL
REQUIRE AN APPROVED CONCRETE SUPPLIER TO PROVIDE YOU WITH A BATCH TICKET H T /ILL BE REQUIRED TO BE
SUBMITTED TO THE SITE INSPECTOR FOR THE VERIFICATION OF MATERIAL USED. X
4) Owner/Agent is r sponsible to post the assigned address and/or purchase and post private ro d signs in accordance with Mason County Title
14.28.
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5) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND THE INTERNATIONAL CODE REQUIREMENTS AND
OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF U E ZCUPANCY WOULD
RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x ,
6) Changes to approved building plans that affect compliance to the current Washington State Energy Code ( EC), ventilation and Indoor Air
Qua[' .Co ( IAQ), Building/Plumbing/Mechanical Codes and/or Mason County Regulations shall be approved prior to construction.
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7) Any anges in construction shall be reviewed by engineer of record and submitted in writing to the Mason County Building Department prior to
construction. All engineering documents are a part of the approved set of plans and must remain attached thereto. If engineering documents are
removed, approval will not be granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour will be charged and
colle d t Mason County Building Department prior to any further inspections being performed or approvals granted.
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8) Priofltcl final approval, all upland areas disturbed or newV r e by construction activities shall be seeded, vegetated or given an equivalent type
of erosion protection (silt fencing or straw matting). X ,
COM2009-00027 2 of 5
9) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE
ADOPTED BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in
conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a ,
Maso CgIny Building Inspector shall be made prior to requesting additional inspections.
X
10) All ilding permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The
failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being
non- o ult with Mason County ordinances and building regulations.
X
11) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely
impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements
of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose.
For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a
driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450.
For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review
future planned r hi h may affect your project.
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12) Water u i not to be degraded to the detriment of the aquatic environment as a result of this project.
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13) All pfermits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the
time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control
of the er it h der have prevented action from being taken. No more than one extension may be granted.
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14) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be
granted. In addition, a reinspection fee, based on the current fee schedule, minimum one-hour w ch fged and collected by the Mason County
Building Department prior to any further inspections being performed or approvals granted. X
15) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations copper which could quickly corrode metal
faste rs on'ectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
16) AI prope y lines shall be clearly identified at the time of foundation inspection. X';�t'14vf
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17) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance
Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be
obtained at 1-800-647 09 he person signing this condition is either the homeowner, agent for the owner or a registered contractor according to
WA state law. X� � z
18) Retaining walls needed to support a surcharge such as ru re , roads, or to support slopes, shall require a separate building permit and
approval prior to construction of the retaining wall. X ,-
COM2009-00027 3 of 5
19) In addition to the inspections required in IBC, Section 109, the owner, the engineer or architect of record acting as the owner's agent shall employ
one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by
the design professional. The special inspectors duties & responsibilities shall be as specified in Chapter 17.
Special inspection reports shall be submitted to the Mason County Building Department, PO Box 186, Shelton WA 98584 and available for
inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and
final c nc inspections.
X
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20) T E 20 6 UNIFORM PLUMBING CODE AND INSTALLED TO MANUFACTURE SPECS FOR PIPE REQUIREMENTS, MECH. ECT.
X
This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of
work is by means of a progress inspection.The owneror the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structure for review and inspection.
OWN ER OR AGENT: Yoe=4DATE: V D c
COM2009-00027 4 of 5
0
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CONCRETE MECHANICAL MANUFACTURED HOME A
CD - - -
ca Data By Footings Ribbons --I
Gas Piping
o Interior Date By Interior-Date By Date o m
Exterior Date By Exterior-Date By
Set-up — ---
Point load I Isolated Footings INSULATION Date E3; O
BG I SLAB INSULATION -n
Date By Data By FIRE DEPARTMENT n
Foundation Walls Floors Date C y O
Date By Data BY DECKS ----— --- — X
FRAMING Walls Date BY m
n
Date By Data By PROPANE TANKS
PLUMBING vault Date _;.y O
Date _ By Z
„ OTHER. to
Groundwork Attic
Date By Date By
Type-
Date B v
o.w.v DRYWALL Type- O
Date B Int.Brace Wall Data By 0
y Date By _..._ N
FINAL INSPECTION c
Water Line Fire Separation O
Date By Date By Date By T
O
Pass or Request Inspect. - o
Type of Insp. Fail Date Date Done By Comments
85''1 e 4-"4 1 C- i an
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MASON COUNTY PERMIT NO. CCU-nl
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton,WA 98584
Shelton (360) 427-9670 •Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION NAJ+► t, b-rAcjTGk-9A6 CONTRACTOR INFORMATION
Owner Dad -) wS P-, ck�oP .r,hf✓40,0 Company Name /o6Hs�add r�
Mailing Addressa S Maili Address �g�y�
City-,S ti1,l4� State tA)4 Zip Code s City ate Zip Code
Phone ,360- 432- S/!b Other Ph.360•�10-/BBA P n �5-3'S31� 70o Other Ph. 377-Y9dS
Lien/Title Holder C tractor Reg 11C '3V ° Exp. 7-31- zo
E mail address 13t?'1,JSckL1or-6-) CI•-clktl o,u-0214, JS E A-v - QMW
Drivers Lic.# DOB Drivers Lic.# Lp 6t !. DOB a-g 57
SEPTIC INFORMATION - Connect to New Septic Existing Septic., Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION - J2 Digit Parcel No. I(A 00 vd 3'A 600/o Fire District
Legal Description 1 1 o )y 4Z1 S &j
Site Address (Please include street name, street number and city) b �! 1,c� ,�fkA nJ 14Ttc /'o,e t21J ShElfio/i
Directions to site S/?101 f2D�` +0A) R,rL P'9" QDa
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New Add Alt Repair Other Use of Building
Location of Fixtures/Units - 1st Floor. 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Ele c— PCB Natural Heat Pump_
Toilets Type of Unit I of Units Fees
Bathroom Sink Furnace 3�2�
Bath Tubs Heatpumps
Showers Spot Vent F /gyp
Water Heater Propane Tan
Clothes Washer Gas Outlets
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood D
Hosebibs Dryer Vent r
Other Other
Base Fee I"'903E46 - 6�DCO Base Fee TOTAL PLUMBING Nitcl'tA*, 's- ,q)e,-rfOTAL MECHANICAL/q
.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other parry in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF OF ONT NUAT ON OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date: -�—� 7—og
w er/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bld Pd Receipt No.
DEPARTMENTAL REVIEW APPOkum DENIED NOTES
Building Department
Occ Group—Type Constr.
Planning Department
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical & Base fee UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee i(/O Geri-- TOTAL FEES 2 .
c -
MAYESLynnwood OfficeTESTING ENGINEERS, INC. 20226 Cedar Valley Road
Si.,ite 110
Lynnwooa,WA 98036
ph 425.742.9350
MTE NO: T08145 fax425.745.1-37
PROJECT: CITY OF SHELTON REGIONAL WATER RECLAMATION PLANT Tacoma office
Address: 10891 US Highway 101 10029 S.Tacoma Wav
Suite E-2
Shelton, WA Tacoma,
T WA 98499
PERMIT NO: 264-07 ph 253,584.3720
fax 253.584.3707
Page 174 Portland office
1911, NE 33rd Drive
Suite 190
Owner: City of Shelton Portland.OR 97211
ph Architect: -- ax5 1 1 03.81.574
Engineer: Parametrix
Contractor: Pease and Sons, Inc.
Date: 7-2-09
Weather: Sunny
Inspection: Soils
Samples, N/A
A MTE inspector arrived onsite and performed soil density testing on the onsite fill at the
Washington State Corrections Center pump Station over ductile iron pipe. Also, on 2" screened
ballast material at the Treatment Plant in the access roadway. Inspector monitored the backfilling
and compaction of the onsite fill at the Washington State Corrections Center. This took place
using a trackhoe and hoepack placing V to 1 1/2' lifts at a time. Moisture was added to the material
using a fire hose. Bedding material was placed over the pipe prior to backfilling. The ballast
material at the treatment plant access road was already in place and compacted upon arrival.
In place density testing was performed using Proctor values of 139.5 at 7.4% optimum and 150.6
at 5.6%optimum. All testing met the minimum requirements of 90% (subgrade) and 95% (ballast)
with results given the city and to the contractor.
To the best of our knowledge. items inspected this date are in accordance with approved plans
and specifications.
INSPECTOR: Daniel Quehl
f Reviewed by: s:._ .s
Shaun W. Sevigny a ch Manager
cc: Bob Tauscher,City of Shelton-Clint Leoppard.City of Shelton-Mike Michael,City of Shelton-Doni Kotas-Turner,City of
Shelton-Larry Boyd Pease and Sons,Inc.-Kelly Mayo,City of Shelton
MAYES TESTING ENGINEERS,INC Page 1 of 1
20225 Cedar Valley Rd Ste 110 Ph 425 742 9360 Project: City of Shelton Reg. Water Rec Plant
Lynnwood,WA 98036 Fax 425 745 1737 MTE Project#: T08145 Date. 7/2/09
10029 S Tacoma Way,Suite E-2 Ph 253.584.3720 Permit#: 864-07
Tacoma,WA 98499 Fax 253 584,3707
7911 NE 33rd Dwe,Suite 190 Ph 503,281.7515 FIELD DENSITY TEST REPORT Inspector: Daniel Quehl
Portland.OR 97211 Fax 503.281.7579 ASTM D 2922/D 3017 MTE Nuclear Gauge#: 15
Over 8"and 12"ductile iron pipe at the WA corrections Depth or Laboratory Field
Test# center pump station,and on ballast material in access Elevation Maximum Wet Dry Moisture Compaction Soil Type Description
road at treatment plant OMC
(feet) Dry Density Density Density Content°Io %
1 Over 12"ductile iron between 4'MH(pump -11 139.5 7.2 145.6 135.7 7.3 97% Tanish Grey Coarse Gravelly
station and 10'MH wet well Sand
2 ver 1 T ductile Iron east o pump -3, 140.6 1331 5.7 95% "
station
3 Over 8"ductile iron 5'W fo 10'MH(wet well) -2' 141.2 132.8 6.3 95%
4 Over 8"ductile iron pipe 10'E of valve vault 138.6 132.7 4.5 95%
5 Over 12"ductile iron 20'E of 4'MH (pump station) -3' 146.9 138.4 6.1 99%
6 Over 12"ductile iron 3'W of 4'MH(head works) -4' 145 135.7 6.8 97%
7 Over 12"ductile iron T W of 4'MH(head works) -2' 136.5 128.5 6.3 92% "
8 20'E of existing MH located at access road At Grade 150.E 5.6 154.4 146.5 5.4 97% 12"Screened Ballast
entrance
9 15'S of electrical vaults on N side of head works 151.6 146.3 3.7 97%
Specification Compaction and Material : 90% SG/95% Ballast ❑ In our opinion,fill generally meets specifications as indicated by test numbers:
[� ASTM D 1557 (Modified Proctor)
❑ ASTM D 698 (Standard Proctor) ❑ In our opinion,fill does not meet specifications as indicated by test numbers
Type and Number of earth moving units: Tackhoe
Type and Number of Compaction units: Hoepack EL Fill test meets specifications
Contractor Advised
Number of Passes: 4 to 5 Thickness of lift: _1' - 1.5' [] Full-time observation
Method of Adding Moisture: Fire Hose F 1 Part-time observation
Comments: Quality Control Sample:
Test No. : 6 Dry Density 135.4 Moisture%: 6.4
MTE Form#113,Rev 5,3i05