HomeMy WebLinkAboutCOM2019-00119 Bag Bldg Filtration See FIR2023-00001 - COM Inspections - 3/13/2023 \ 615 W.Alder St. Bldg 8, SHELTON,WA 98584
MASON COUNTY SHELTON: 360-427-9670, EXT 352
• COMMUNITY SERVICES
BELFAIR: 360-275-4467, EXT 352
Building,Planning,Environmental Health,Community Health ELMA: 360-482-5269, EXT 352
www.co.mason.wa.us
INSPECTION CARD AND CERTIFICATE OF OCCUPANCY"
To schedule an inspection call or visit http://www.co.mason.wa.us/community-services/bld-inspection.php
Permit Number COM2019-00119 Date Issued 12/10/2020 Issued
Project Bag Building -Air Filtration (`
Site Address 1890 E JOHNS PRAIRIE RD
Applicant BELCO FOREST PRODUCTS, INC
Contractor
Contractor Phone
Primary Code UPC IBC, IRC, IFC, IEC, IMC,& Type
Permit Type NEW COMMERCIAL PERMIT Occupancy
-APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS.
-DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED.
-THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION, FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY.
-ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION.
-OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION.
"THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED.—
PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET
Public Works Access/Driveway Other
Health Septic Well
Deptartment
Planning Site Inspection
Department
Fire Marshall Fire Apparatus Access Fire Sprinkler
Auto Fire Alarm Hood and Duct
Other Final
Building
Department Building Official: Community Services Designee
Concrete Setbacks e`-) -�M._ Slab
Footing Perimeter Point load Footing
Footing Interior Footing Decks/Porches
Foundation Stem Walls Other
Rough-In Groundwork Plumbing Framing
Groundwork Mechanical Plumbing
Groundwork Gas Pipe Mechanical
Gas Piping Shear Wall Nailing
Underfloor
Other
Insulation Slab Ceiling
Floor Vaulted Ceiling
Walls Vapor Barrier _
Other
Wallboard Interior Wall Brace Panels Fire Walls
Nailing _
Other
Final Building �n �` Pry
Manufactured Setbacks Setup l� C ,9
001) —
Home //�
Concrete Foot/Runners Final /{
Other
SG Y`" Mason County
w Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
F
19 NEW COMMERCIAL PERMIT
PTION: BAG BUILDING -AIR FILTRATION ISSUED: 12/10/2020
890 E JOHNS PRAIRIE RD SHELTON
EXPIRES: 06/08/2021
PARCEL: 320053100080
APPLICANT: BELCO FOREST PRODUCTS, INC OWNER: BELCO FOREST PRODUCTS, INC
123 XXX 123 XXX
XX, XX 00000 XX, XX 00000
VALUATIONS: FEES: Paid Due
Project Valuation (BID, 195635.00 $195,635.00 Planning Commercial Review $380.00 $0.00
ESTIMATION..) Fee
Plan Check Fee $1,090.91 $0.00
Pre-application meeting - Major $220.00 $0.00
EH Plan Review
Building Permit Fee $1,678.32 $0.00
State Fee-Commercial $25.00 $0.00
Technology Surcharge $55.38 $0.00
IFC Plan Check Fee $545.46 $0.00
Total: $195,635.00 Totals : $3,995.07 $0.00
REQUIRED INSPECTIONS
Setback Inspection Fire Marshal Final
Footing Inspection BLD-Final Inspection
CONDITIONS
All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and
plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee
schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections
being performed or approvals granted.
Printed by:Kati Dooley on:12/10/2020 02:26 PM
Page 1 of 4
Mason County
Mason County - Division of Community Development
615 W. Alder St. Bldg. 8
�•ra�ar3+' Shelton, WA 98584
- 360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00119
All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* 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 1-800-647-0982. The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel
Stormwater Site Plan" constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this, or any other,
parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
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 work which may affect your project.
* 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 work which may affect your project.
* 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 Mason County Building Inspector shall be made prior to requesting
additional inspections.
* The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the
approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule,
minimum 1 hour) will be charged and shall be collected by the Building Department prior to any further inspections being
performed or approvals granted.
Printed by:Kati Dooley on: 12/10/2020 02:26 PM
Page 2 of 4
Mason County
Mason County - Division of Community Development
f
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00119
* All property lines shall be clearly identified at the time of foundation inspection.
* The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more
than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards
for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to
another fire apparatus access road which connects to a county maintained public road.
* All building permits shall have a final inspection performed and approved by 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-compliant with Mason County ordinances and building regulations.
* All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as
adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted
classification. Any non-approved change of use or occupancy would result in permit revocation.
* The foundation/footing must be placed on undisturbed, firm-native soil. Min. of 12" below grade or as indicated by
engineer.
* By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your
"Approved Site Plan" to ensure these structures meet the setback conditions listed.
* All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance
with Mason County Title 14.28 and 14.17.
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked
"APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is
responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
removal of approved documents will result in failure of required building inspections.
* Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No foundation drains within 30ft, down gradient of drainfield/reserve area.
X
* 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
contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained
permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County
access to the above described property and structure(s) for review and inspection. This permit/application becomes null &
void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
* All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this
proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION.
Printed by:Kati Dooley on:12/10/2020 02:26 PM
Page 3 of 4
Mason County
I Mason County - Division of Community Development
`r
615 W. Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
NEW COMMERCIAL PERMIT COM2019-00119
Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to
the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of
the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In
addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged and shall be collected by the
Building Department prior to any further inspections being performed or approvals granted.
* The use, handling and storage of hazardous materials or flammable and combustible liquids in excess of 10 gallons is not
allowed without the approval of the Mason County Fire Marshal.
Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather,
garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of
3000 psi (IRC Table R402.2).
All propane tanks must be installed in accordance with the International Fire Code and all applicable Mason County
ordinances. All Propane tanks between 125 and 500 gallons must be located a minimum of 10' from any building, possible
source of ignition (electrical outlets, electrical fixtures, compressors, etc), and/or any weeds, grass, brush, trash or any other
similar combustible materials. Setback to the public way, or access easements shall be the greater of 25-ft or as specified in
the Mason County Development Regulations. Setback to property lines shall be the greater of 10-ft or as specified in the
Mason County Development Regulations. If a propane tank is exposed to probable vehicular damage, protective bollards
must be installed.
Fire Marshal must final inspect prior to call for Building Final. Fire Marshal finals are on Mondays only please plan ahead
for inspections.
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisions f ny other,state/local law regulating construction or the performance of construction.
X
. r
Issued B
Contractor or Authorized Agent: Date:��
Printed by:Kati Dooley on:12/10/2020 02:26 PM
Page 4 of 4
MATERIALS TESTING A CONSULTING,INC.
Dust Collection System - Baghouse - 21S257 - Field Report: Reinforcing Steel:
Report #F272582
CLIENT Belco Forest Products DATE 12/29/2021
PROJECT LOCATION 1890 East Johns Prairie Road Shelton WA 98584 PERMIT#COM2019-00119
Inspection Information:
Inspection Date: Time Onsite: Weather Partly Cloudy 30s
12/29/2021 10:00AM Conditions:
Inspection Performed: Reinforcing Steel
Subcontractor: Continuous or Periodic:Periodic
Sheets: Drawing 1,3,4&5
Location/Area: CSL Filter System/Dust Collection Slabs
Details: GN,Foundation Plan,Section A-A Level/Elevation: SOG/Foundation
Reinforcing Grade: ASTM A706/A615 Embeds: HAS-B-105 Rods/Hilti Quik Bolts
Reference Reports:None Approved Plans Dated: 01/06/2022
Remarks:
Drawings conform to the 2018 International Building Code
Site Class:D
Exposure class: C
Risk Cat: II
MTC Inspector was on site,as requested,to observe placement of ASTM A615/A706 Reinforcing steel within locations
noted above.
Reinforcing steel was observed to be of proper size,grade,lap,placement,clearance,and secure prior concrete
placement prior to concrete placement.
NOTEWORTHY ITEMS:
1)Anchor Bolts not in place at time of inspection. Engineer Doug Long specified Bolts would be drilled and epoxied.
2)Main Slab was only Slab with actual callout(detail).Contractor constructed(3)additional smaller foundation slabs
using this detail(#5's @ 12 OC EW T&B).Contractor maintained required clearance at all sides,top and bottom.
To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project
specifications and approved plans.
Images:
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing• Materials Testing
BurlingtonjOlympialBellinghamlSilverdalejukwila
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257,1212912021,#F272582,Page 1 of 2
i s ,
MATERIALS TESTING&CONSULTING,INC.
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UPLOADED: 12/29/2021 12:13:22 UPLOADED: 12/29/2021 12:13:24
REPORTED BY: Cecil Clark REVIEWED BY: Robert McNamara, Project Manager
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlingtonl0lympialBellinghamlSilverdalejukwila
360.75 5.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257, 1212912021,#F272582,Page 2 of 2
MATERIALS TUTtNa i CONSULTING,INC.
Dust Collection System - Baghouse - 21S257 - Field Report: Sample Pick-Up: Report
#F273344
CLIENT "` DATE 01/14/2022
PROJECT LOCATION 1890 East Johns Prairie Road Shelton WA 98584 PERMITi4Q21�
Inspection Information:
Inspection Date: Time Onsite: 14:00 Weather Cloudy 48*F
01/14/2022 Conditions:
Inspection Performed: Sample Pick-Up
Comments:
Onsite to perform sample pick up of 5-4x8 cylinder cast on 1-13-21 and transfer to MTC lab for final cure and testing.
Please reference sample#C273342 for additional information.
To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project
specifications and approved plans.
REPORTED BY:Mike Dudley REVIEWED BY: Robert McNamara, Project Manager
As a mutwl protadepn to oeares.the pd x aM ounely ell reports era whmmed as the conoderdlal property or dleres,am aumom.tan for Nb6caaon or wlameds,oohd siora or.Ands from or reph*V our reports b meemed pandnp our w*,appr 1
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burl ington101ympial Bell inghamlSilverdalelTukwila
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257,0111412022,#F273344,Page 1 of 1
r �
MAT/RIALS Ta"M a CONWLTIN%INC.
Dust Collection System - Baghouse - 21S257 - Field Report: Concrete: Report
#F273256
CLIENT ;-- DATE 01/13/2022
PROJECT LOCATION 1890 East Johns Prairie Road Shelton WA 98584 PERMIT
Inspection Information:
Inspection Date: Time Onsite: 12:00 Weather Cloudy 52*F
01/13/2022 Conditions:
Inspection Performed: Concrete
Subcontractor: In Concrete Construction Continuous or Periodic:Continuous
Sheets: Drawing 1,3,4&5 Location/Area: CSL Filter System/Dust Collection
Foundation
Details: GN,Foundation Plan, Section A-A Level/Elevation: Foundation See plan
Approved Plans Dated: 07/26/2021
Remarks:
CONCRETE PLACEMENT: Continuous Inspection
Sheet(s):Drawing 1,3,4&5
Detail(s):GN,Foundation Plan, Section A-A
Location(s):CSL Filter System/Dust Collection Foundation
Level(s)/Elevation(s): Foundation see plan
MTC inspector on site,as requested,to observe the placement of approximately 52.25CY of concrete with Mix Design ID
#1240AF supplied by Miles Sand&Gravel into Dust collection foundation at the location noted above.
One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#CC273255 for field
test results and for more information.
Concrete was placed 36 meter Trik Concrete Pumping Boom Pump Truck,was mechanically consolidated with electrically
powered high cycle vibrator,and finished by hand.
To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project
specifications and approved plans.
Images:
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Environmental•Ceotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlington IOlympial Bel IinghamISiIverdalelTukwiIa
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257,0111312022,#F273256,Page 1 of 3
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MATERIALS TESTING&CONSULTING,INC.
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burl ingtonjOlympial Bell inghamlSilverdalejukwila
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257,0111312022,#F273256,Page 2 of 3
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UPLOADED: 01/14/2022 17:09:50 UPLOADED:01/14/2022 17:09:51
REPORTED BY: Mike Dudley REVIEWED BY: Robert McNamara, Project Manager
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlington OlympialBellinghamlSilverdalelTukwila
360.755.1990
www.mte-inc.net
Dust Collection System-Baghouse-21S257,0111312022,#F273256,Page 3 of 3
NAT"RIA"Tmm"f CONft1"Aa,INC.
Dust Collection System Is Baghouse Is21S257 - Compression Test: Concrete: Report
#C273255 Is DRAFT
CLIENT -Products DATE 01/13/2022
PROJECT LOCATIO 90 East Johns Prairie Road Shelton WA 98584 PERMIT# j$-00119
Inspection Information:
Inspection Date: Time Onsite: 12:00 Weather Cloudy 48*F
01/13/2022 Conditions:
Inspection Performed: Compression Test:Concrete
Field Data (ASTM C-31):
Location of Placement: CSL Filter System/Dust Collection Foundation
Sample Location: CSL Filter System/Dust Collection Large Foundation
Contractor:N/A Subcontractor:In Concrete Construction Supplier/Plant:Miles/208
Qty Placed,Cu. 10.25 of Slump, Inches(ASTM C-143)or WIC Concrete Temp, IF(ASTM
Yd.: 52.25 Ratio: 6'S C-1064): 57
Delivery Ticket 174996 Job Spec.Slump: 5.5 max Ambient Temp, IF: 48
Truck#: 1114 Air Content,%(ATSM C-231): 5,1_ Min Temp, IF: N/A
Batch Time: 12:14 Job Spec.Air: 5+/_1 S� Max Temp, IF: N/A
Sample Time: 12:53
Mix#and Proportions: 1240AF/10.25 CY
Cement,lbs.:4645 Coarse Agg,lbs.: 7/8-15920 Admixture,oz./cwt: MBAE90-62oz
Flyash,lbs.: 1170 Coarse Agg,lbs.:pea-3640 Admixture,oz./cwt:MGLENIUM7500-172oz.
Water,gals.: 270.5 Coarse Agg,lbs.:,N/A Admixture,oz./cwt:MSET AC534-344oz.
Fine Agg,lbs.: 14060 Coarse Agg,lbs.:'N/A Admixture,oz./cwt:N/A
12 Gallons of water were added ®Prior to sampling
Sample Type & Compression Test Results:
Received 01/14/2022 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39)
Test:
Sampling was done in accordance with ASTM C172.
Lab Tests:
New Log Test Total Sample Sample Comp. Break ASTM ASTM
# Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231
(Days) (Lbs.) (In.) In.) (PSI)
0087 7 01/20/2022 52,268 3.98 12.44 J[ 4,200 I Renton Gordon �L 2 ❑
�L_._._.-�� _
0088 zs 02/10/2022 1C o o ❑
0089 28 02/10/2022]F— F (—" [ 0 ❑ ❑
0090 28 02/10/2022j[_____]E:__7_j[7 �E - [0 ❑ ❑
REQ'D 28 4500
Remarks:
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
BurlingtonjOlympialBellinghamlSilverdalejukwila
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-21S257,0111312022,#C273255,Page 1 of 2
•
WIN
74,
MATERIALS TESTING&CONSULTING,INC
Please reference field report#F273256 for additional information.
REPORTED BY:Mike Dudley REVIEWED BY:,
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
BurlingtonIOlympialBellinghamISiIverdaIeITukwiIa
360.755.1990
www.mtc-inc.net
Dust Collection System-Baghouse-215257,0111312022,#C273255,Page 2 of 2
7
MATERIALS TSST1M0 A CONSLILTING,INC.
Dust Collection System - Baghouse - 21S257 - Compression Test: Concrete: Report
#C273255
CLIENT Belco Fora$t,Foducts DATE 01/13/2022
PROJECT LOCATION 1890 East Johns Prairie Road Shelton WA 98584 PERMIT#COM201.9-00119 �
Inspection Information:
Inspection Date: Time Onsite: 12:00 Weather Cloudy 48*F
01/13/2022 Conditions:
Inspection Performed: Compression Test: Concrete
Field Data (ASTM C-31):
Location of Placement: CSL Filter System/Dust Collection Foundation
Sample Location: CSL Filter System/Dust Collection Large Foundation
Contractor:N/A Subcontractor:In Concrete Construction Supplier/Plant:Miles/208
Qty Placed,Cu. 10.25 of Slump, Inches(ASTM C-143)or W/C Concrete Temp,°F(ASTM
Yd.: 52.25 Ratio: 6.5 C-1064): 57
Delivery Ticket 174996 Job Spec.Slump: 5.5 max Ambient Temp, °F: 48
Truck#: 1114 Air Content,%(ATSM C-231): 5.1 Min Temp, °F: N/A
Batch Time: 12:14 Job Spec.Air: 5+/-1.5 Max Temp, *F: N/A
Sample Time: 12:53
Mix#and Proportions: 1240AF/10.25 CY
Cement,lbs.:4645 Coarse Agg,lbs.: 7/8-15920 Admixture,oz./cwt: MBAE90-62oz
Flyash,lbs.: 1170 Coarse Agg,lbs.:pea-3640 Admixture,oz./cwt: MGLENIUM7500-172oz.
Water,gals.: 270.5 Coarse Agg,lbs.:N/A Admixture,oz./cwt:MSET AC534-344oz.
Fine Agg,lbs.: 14060 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A
12 Gallons of water were added ®Prior to sampling
Sample Type & Compression Test Results:
Received 01/14/2022 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39)
Test:
Sampling was done in accordance with ASTM C172.
Lab Tests:
New Log Test Total Sample Sample Comp. Break ASTM ASTM
# Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231
(Days) (Lbs.) (In.) In.) (PSI)
0087 7 01/20/2022 52,268 3.98 12.44 4,200 Renton Gordon 2 0
0088 28 02/10/2022 81,663 3.99 12.50 6,530 .� Renton Gordon 1 ❑
0089 28 02/10/2022 71,840 3.99 12.50 5,750 :L_ Renton Gordon 1 ❑
0090 28 02/10/2022 77,205 3.99 12.50 6,180 ; _ Renton Gordon 2 ❑
0091 H 0 ❑ ❑
REQ'D 28 4500
Remarks:
AN tesuRs apply omy to adwl looalone sn0 maleRsk IeeteG.Ass mulwl prdadbn to diaMs,tM puEk an0 oure�Nss,sM1 rapoM are eub ftd a hro conM1Gantul properly of dieMs,snE suWr¢slgn br pudiotion of WlemeMs,wndupoM er evtreds hom or
rep ldnp our npoRs n roMrved perM'np our vttXtan approval.
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
BurlingtonjOlympialBellinghamiSilverdalelTukwila
360.755.1990
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Dust Collection System-Baghouse-21 S257,0111312022,#C273255,Page 1 of 2
KATENALS TWITINO i CONSULTING,INC.
Please reference field report#F273256 for additional information.
Average 28 day compressive strength= 6150 psi.
REPORTED BY:Mike Dudley REVIEWED BY: Mark Peterson, Lab Manager
AY rewlts apply only to W WI potpm And fit-4 kM W.As a moral prelatl,,to d,dog,pro pu aW ourselves,all report are W MW as dro wd6M ,I Wro fty of deMs,And aupw So d for pWM oo,,of MMem do.wW"W or s,IrWs from or
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Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing
Burlington1OlympialBeIIinghamISiIverdaleITukwiIa
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Dust Collection System-Baghouse-21S257,0 111 312 02 2,#C273255,Page 2 of 2
MATER1A"T1111ITING&CONSULTING,INC.
Dust Collection System - Baghouse - 21S257 - Field Report: High-Strength Bolting:
Report #F275130
CLIENT Belco Forest Products DATE 02/10/2022
PROJECT LOCATION 1890 East Johns Prairie Road Shelton WA 98584 PERMIT #COM2019-00119
Inspection Information:
Inspection Date: Time Onsite: 12:00 Weather Mostly Cloudy,48' F.
02/10/2022 Conditions:
Inspection Performed: High-Strength Bolting
Report Profile:
0 Show Up
Subcontractor: Joe Ausborn-CSL Observed or Performed:Observed
Sheets: Drawing 1,3,4&5 Location/Area: CSL Filter System/Dust Collection
Foundation
Details: GN,Foundation Plan,Section A-A Level/Elevation Primary Structural Fram
Bolting Information:
Bolt Length In Inches: 2.75 Bolt Diameter In Inches: .75
Bolt Type: ASTM F3125 Grade A325 Pretension Tested: None Req.
Tension Type: Snug Tight Faying Surface: Clean without rust,dirt,oil,tags or
burrs at time of inspection
Bolt Storage: Satisfactory
Remarks:
Onsite to perform a visual inspection and skidmore testing of A325 high strength bolts as requested.Approved plans did
not indicate required pretension or slip critical connections.
MTC contacted FOR Eugene Cochren,whom indicated all locations are snug tight required only.
No skidmore testing performed,contractor to re-schedule visual inspection after all bolt are installed.
Approved Plans Dated:
To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project
specifications and approved plans.
Work in progress.Additional inspection needed.
REPORTED BY: Mike Dudley/Mark Hite REVIEWED BY: Robert McNamara, Project Manager
••,—.1 vot—to eme-,M,pudk,rW1.•II r ft era wbmM,d..Me w,M,M,l property of W ft.,nd,oMod W to,NbMcabon of bhmeft.mnc Wm or„loot horn or rp•rdWQ ou npab M nw "P~9 Ow wmn,Wov,l.
Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burlington10lympial Bet IinghamISiIverdaleITukwiIa
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Dust Collection System-Baghouse-21S257,0211012022,*F275130,Page 1 of 1
A6L Owl
MATERIALS TESTING&CONSULTING,INC.
March 2, 2022
Belco Forest Products 1W
Attn: Mike Knobel
1890 E Johns Prairie Rd
Shelton, WA 98584
Sent via email: mknobel ,belco .com
Re: Final Letter
Dust Collection System -Baghouse
1890 East Johns Prairie Road, Shelton, WA 98584
MTC Project#21S257
BLDG Permit#COM2019-00119
Mr. Knobel,
Materials Testing& Consulting, Inc. (MTC)provided materials testing and special inspection services
during construction of the above-referenced project. This letter is a statement declaring the actual work
inspected by MTC itemized below was found to be, to the best of the inspector's knowledge, in
accordance with project plans, specifications, engineer approved revisions,and the International
Building Code.
The following is the scope of inspections performed on this project.
♦ Reinforced Concrete Special Inspection
♦ Structural Steel & Bolting Special Inspection
The results of our services were provided to the local building department for review. Only WABO
Certified special inspectors were utilized to perform those specific inspections as required by the Special
Inspection Agreement. Any items that were found to be in noncompliance with the approved
construction documents were repaired or replaced, and re-inspected for acceptance. To the best of our
knowledge, items that were observed by Materials Testing&Consulting, Inc. during continuous or
periodic inspections for the noted project are compliant with approved plans and specifications.
LIMITATIONS
The services provided as described in this report include professional opinions and judgment based on
the data collected and our field observations. These services have been performed according to the
specified codes, industry standards, and generally accepted engineering practices. No warranty, express
or implied, is provided. Representatives of Materials Testing& Consulting, Inc. did not supervise, direct,
alter, amend or change project specifications or contractor activity. Our statement of conformance
pertains to only those items inspected and tested by Materials Testing& Consulting, Inc.for the subject
project during the time period when we were on-site.
Environmental*Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing
Burl ington101ympialBel IinghamlSilverdale jukwila
3 60.75 5.1990
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MATERIALS TESTING&CONSULTING,INC.
This report may be used only by the client and only for the purposes stated, within a reasonable time from
its issuance. Any party other than the client who wishes to use this report shall notify Materials Testing
& Consulting, Inc. of such intended use. Based on the intended use of the report, Materials Testing&
Consulting, Inc. may require that additional work be performed and that an updated report be issued.
Non-compliance with any of these requirements by the client or anyone else will release Materials Testing
& Consulting, Inc.from any liability resulting from the use of this report by any unauthorized party.
We sincerely appreciate the opportunity to be of service to you on this project and look forward to offering
our services again. If you should have any questions concerning this report,please contact the undersigned
at your convenience.
Respectfully Submitted,
MATERIALS T TING & CONSULTING,INC.
t
e anie T%tiv,, P.E.
WABO Technical Director
Environmental• Ceotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing
BurlingtonjOlympial Bell inghamlSilverdalelTukwiIa
360.755.1990
www.mtc-inc.net