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HomeMy WebLinkAboutBLD2020-01263 Final MFG Home Replacement ADV2021-00037 - BLD Permit / Conditions - 10/31/2022 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES .ICES BELFAIR:360-275-4467,EXT 352 Building Planning.Environmental Health Community ltealtti 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/bid-inspection.php Permit Number BLD2020-01263 Date Issued 03/29/2021 Issued B Project MFG HOME REPLACEMENT WITH ENGINEERED FOUNDATION A, Site Address 2831 E MASON LAKE DR EAST Applicant COPELAND MICHAEL J&CARLA Contractor Contractor Phone Primary Code UPC IBC,IRC,IFC, IEC,IMC,& Type Permit Type MANUFACTURED HOME 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 Building Official: Community Services Designee Department Concrete Setbacks 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 Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building,Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: iX)WW Ot -0 ADDRESS/LOCATION: Z8;1 E- 114w Lpk�- Vb L FINDINGS: Q. Asa, W�s1.t FWTS, , 00u, S�" r lac, -��s C'me. Faa_ Q, w � Yu rb Llr- rw T-9-nn FON Sk rwt. S�4 web: ZS AD G1J+ c�11- MawF fib` Q 1, W�t� rxsrsac. VVI wxet� Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: -(=1Q,-1-\ ❑ Please contact our office regarding possible Department: VAX) structural damage incurred by recent Inspector: SCS "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building,Planning, Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: R-DZO ZD-D l Z&3 ADDRESS/LOCATION: 2 g !'lOSOil L 4� Dr- FINDINGS: 1 ejrOl,• ►� �-�►'z d NOT Pour r km Lval& iet : cea vine 12- GG6o1) o l� iZon l a r hei (✓W I-4 . aye knh5 360- 427AG70 f-x4- 510 -r k r;<90,✓1 Items listed above must be corrected to gain compliance. a THIS IS NOT A COMPLETE INSPECTION This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. Make correction items will be checked on the next inspection. OK to 00 r-i00 S Date: <Z — 1 1 -2 I ❑ Please contact our office regarding possible Department: B LD _ __ structural damage incurred by recent Inspector: y "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 310-427-9670 Shelton ext.352 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building, Planning,Environmental Health,Community Health 615 W.Alder St.Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: ')t, 'v11 ADDRESS/LOCATION: V9 A, x F V\4�,b J LOKt bL FINDINGS: 0 ��`�3-EE�1�'�i�zcA.►�. CiO�n .ca � , � ZS '�-► saa`> Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. ❑ OK to Date: Please contact our office regarding possible Department: 2,a) structural damage incurred by recent Inspector: "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 I MASON COUNTY 360-427-9670 Shelton ext.352 5-4467 Belfair ext.352 COMMUNITY SERVICES 3 360�482-52 9 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIONANSPECTION REPORT PERMIT/CASE NUMBER: 13L yuz1 0 — Ol Z(t 3 ADDRESS/LOCATION: 2-1l3/ �- /•yJ�5o h Z�l� !7r _ �—�✓�t�-ly/ FINDINGS: arc ti,y.cc ewe c 4 roo,� A-1 o,rf- Gt.r tit t/j/I v /c 1 7;A z Laer-4 pt.s, .w.-tw..e S4nale f Uic-AcS 1t4-ki", D P S l�/e- -e a !{ t a �vI S✓,sc Ce wt�l t rt u • t s Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. Call for re-inspection when corrections are made before proceeding with any further work. Make corrections, items will be checked on the next inspection. ❑ OK to Date: 7i-Z�Z'L_ ❑ Please contact our office regarding possible Department: structural damage incurred by recent Inspector: �"jL_ "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 * �' 360-427-9670 Shelton ext.352 MASON COUNTY 360-275-4467 Belfair ext.352 COMMUNITY SERVICES 360-482-5269 Elma ext.352 Building,Planning,Environmental Health,Community Health 615 W.Alder St. Bldg.8 - Shelton,WA 98584 www.co.mason.wa.us CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: &D ?ago - bl 2G-3 ADDRESS/LOCATION: 2 8 3 k E . J4"b , Ca4L Dr- F_ Cn' &4L y L o..,j FINDINGS:—lklo' LoLs c� g r%A,nW. je%i-sl-c .UA.S" 144MI tom, StVd.►%1-- C4-r- T RQ R5-0-7 .1.. - LA. . j la�y — � C1er� Nanlo..�- �a ( (►) S�;rwau r�s And T 311. 5 :r W" w: +In S1W c. NOV- s 71,c- 3 fe" G",r q�aAd o r 31 ��2f "A Lre a kaki Ra;I �s 06utical On Dnt -SAL . C.urrt -,V G►nA;4,0 n " LWAf- L&AA-bw S rW%4 is 2 1 irnn �wpr r,ix�ion ,:�l n a r SCe.G� Pl a S- e6e-aj- _' 'r PcG 'L,�c ., J 00 xr/o Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ® Call for re-inspection when corrections are made before proceeding with any further work. ® Make corrections, items will be checked on the next inspection. OK to Date: ,p Z7/Z-I ❑ Please contact our office regarding possible Department: 3Lp structural damage incurred by recent Inspector: S(,L "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC14.12 MASON COUNTY 360-427-9670 Shelton ext.352 Belfair ext.352 COMMUNITY SERVICES 36 60 482 52 9 Elma ext.352 Building,Planning, Environmental Health,Community Health 615 W.Alder St.Bldg. 8 - Shelton,WA 98584 www.masoncountywa.gov CORRECTIOWINSPECTION REPORT PERMIT/CASE NUMBER: SL1)202.0 - O 126 3 ADDRESS/LOCATION: 2831 E. ,Mason Lake- Dc C. FINDIN S: 1 W�Plfas4 E 14 anj Pr ; Cl ;t 4411 e 9,r C wm r4�4, "©L" TW s Date- �i'Vlal uaarS CouAn U Wa • rnod Items listed above must be corrected to gain compliance. ❑ THIS IS NOT A COMPLETE INSPECTION ❑ This structure has been inspected by Mason County Building Department and the items listed above are in VIOLATION of Mason County laws and/or ordinances. ❑ Call for re-inspection when corrections are made before proceeding with any further work. ❑ Make corrections, items will be checked on the next inspection. OK to 5enj Chen RYrna-k&n o t c Claw rL Date: /0(ty/2 z ❑ Please contact our office regarding possible Department: &b structural damage incurred by recent Inspector: 134 "natural/man made"disasters.This is NOT a CORRECTION NOTICE. DO NOT REMOVE THIS TAG MCC 14.12 t p Mason County x 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 BLD2020-01263 MANUFACTURED HOME PROJECT DESCRIPTION: MFG HOME REPLACEMENT WITH ISSUED: 03/29/2021 ENGINEERED FOUNDATION SITE ADDRESS: 2831 E MASON LAKE DR EAST GRAPEVIEW EXPIRES: 09/25/2021 PARCEL: 222335200072 APPLICANT: COPELAND MICHAEL J &CARLA OWNER: COPELAND MICHAEL J &CARLA 221 MONTE ELMA RD 221 MONTE ELMA RD MONTESANO, WA 98563 MONTESANO,WA 98563 360.581.8299 FEES: Paid Due Planning Review Fee $240.00 State Fee-Residential $6.50 Modular/Manufactured Home $275.00 Fee - 1st half collected at submittal Building Plan Review/Change of $110.00 Use - Onsite Sewage Technology Surcharge $11.00 Modular/Manufactured Home $275.00 Fee - 2nd half collected at ready to issue Foundation Only-Res $156.00 Habitat Management Plan $300.00 Review Fee Totals : $1,373.50 REQUIRED INSPECTIONS Setback Inspection SLAB INSPECTION Footing Inspection Set-Up Inspection Foundation Wall Inspection BLD-Final Inspection Printed by:Kati Dooley on:03/29/2021 11:59 AM Page 1 of 5 Mason County 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 MANUFACTURED HOME BLD2020-01263 CONDITIONS " Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * 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. * When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext. 450 or 100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the access permit from Public Works has been finaled and approved. * 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. * 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). * If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American National Standards Institute (NCSBCS/ANSI A225.1). * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified installer responsible for each major part of the installation. RCW43-63B.090 An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily located in plain site within three feet of the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each installer performed or installed. Certification number and signature of the certified installer responsible for each major part of the installation. WAC365-210 * 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. * REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be granted for the residence. OWN ER/CONTRACTOR(indicate which) Printed by:Kati Dooley on:03/29/2021 11:59 AM Page 2 of 5 Mason County 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 MANUFACTURED HOME BLD2020-01263 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. * The foundation/footing must be placed on undisturbed, firm-native soil. * All property lines shall be clearly identified at the time of foundation inspection. " 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. * 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. * 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. * The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M-655. Support configuration shall be clearly marked in the installation instructions. * Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior to construction of the retaining wall. * This permit is for the placement and installation of the manufactured home only and does not imply approval or review for any other items indicated on the plot plan. * 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. * 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. * 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. Printed by:Kati Dooley on:03/29/2021 11:59 AM Page 3 of 5 Mason County 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 MANUFACTURED HOME BLD2020-01263 * 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. * 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. * 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. * 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. * Application acknowledges that the structure is only permitted for a use consistent with the current zoning of the parcel. * Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). * Comply with recommendations/ Planting Plan as submitted as part of the HMP. * A special inspection is required for all areas requiring back fill. Provide compaction test results from a testing agency prior to pouring the ribbon footings. Sign and date. * On-site Septic System final installation approval required prior to temporary/final occupancy of the residence. * Applicant/Owner assumes all responsibility if On-site Sewage Components are 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/Perimeter Drains within 30ft, down gradient of Drainfield/Reserve area. D.) No Cut Bank(s) (greater than 5ft and over 45 degrees)within 50ft, down gradient of Drainfield/ Reserve area. Printed by:Kati Dooley on:03/29/2021 11:59 AM Page 4 of 5 Mason County 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 MANUFACTURED HOME BLD2020-01263 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 provisioMoa h state/local law regulating construction or the performance of construction. Issued B Contractor or Authorized Agent: Date: 2�i, Printed by:Kati Dooley on:03/29/2021 11:59 AM Page 5 of 5 MATERIALS TESTING&CONSULTING,INC. Copeland Retaining Wall - 21S142 - IPD-Soil Compaction: Report #D271276 CLIENT Mike Copeland DATE 12/03/2021 PROJECT LOCATION 2831 E Mason Lake Dr E Grapeview WA PERMIT#BLD2020-01263 Inspection Information: Inspection Date: Time Onsite: 0900 Weather Cloudy 40s F 12/03/2021 Conditions: Inspection Performed: [IPD Soil Compaction Field Data: Work/Location: IPDS/Far West wall closest to water's edge Gauge Standard MS: 714 Equipment ID&Serial#: Troxler 3440A, Ser.#22152 Gauge Standard DS: 2050 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1. 21-0744 �G�W,Well Graded Gravel with Sand 6.7(10%O.R.C.) TEST METHOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. `vet Dry Dens. Moist% Sample %Comp. %Regd. # Depth Dens. # 1 1 8 SEE TEST 1 ON MAP FS �1 G 145.534.1 8.5 1 95.5 95 1 ..2 8" SEE TEST 2 ON MAP =FSG� 145.4 134.3 8 3 i 1 95.7�� 95 3 SEE TEST 3 ON MAP FSGl 1�45 2 135.17 5 1 962 95 ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: MTC on site for inspection of material previously placed against the inner side of wall closest to water's edge. Upon arrival, material appeared to have been compacted using a plate compactor as per contractor plate compactor and steel drum roller was used. -Monsity tests confirmed that recompaction has now achieved minimum 95%requirements in a1I 11 - -- ..__.- ............. .... ....... ----------------- 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. Images: All results apply only to actual locations and materials tested.As a mutual protection to Giants,the public and wmel,es,all reports are submitted as the confidential property of clients,and za authorition for publication of statements,conclusions or ezaacts from or regarding our reports is reserved pending our written approval. EnAronmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ington10lympia1BelIinghamISilverdaleITukwila 3 60.75 5.1990 www.mtc-inc.net Copeland Retaining Wall-21S142,12/03/2021,#D271276,Page 1 of 2 1"2 MATERIALS TESTING&CONSULTING,INC. .� n� 4 UPLOADED: 12/03/2021 16:03:41 UPLOADED: 12/03/2021 16:03:43 •gv 1 f^ 7 � `I f iY I UPLOADED: 12/03/2021 16:09:24 REPORTED BY:Wes Parnell REVIEWED BY:Robert McNamara, Project Manager i i I All results apply only to actual locations and materials tested.As a mutual promotion to clients,the public and ourselves,all reports ere submitted as the confidential property of clients,and authonzation for publication of statements,conclusions oretdracla fm n or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl0lympialBellinghaml Silverdale ITukwila 3 60.75 5.1990 www.mtc-inc.net Copeland Retaining Wall-21S142,1210312021,#D271276,Page 2 of 2 t MATERIALS T99T Nc&CONVJLT►W� ,t#C. Copeland Retaining Wall - 21S142 - IPD-Soil Compaction: Report #D268523 CLIENT Mike Copeland DATE 10/18/2021 PROJECT LOCATION 2831 E Mason Lake Dr E Grapeview IVA PERMIT#BLD2020-01263 Inspection Information: Inspection Date: "rime Onsite: 08:30 Weather Cloudy 60s F 10/18/2021 AM Conditions: Inspection Performed: IPD Soil Compaction Field Data: Work/Location: IPDS/Far West wall closest to water's edge Gauge Standard MS: 1040 Equipment ID&Serial# CPN MC-1 Elite,µSFr.#31407 � Gauge Standard DS: T, 941 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum'Moisture and Oversize Rock Correction: i. 21-0744 W,Well Graded Gravel with Sand 138.9 .0%OM(5%ORC) TEST METHOD ® ASTM D-1557/AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode) Wet # Depth Location of Test Elev. Dens. Dry Dens. Moist% Sample °!°Comp. °�°Regd. 1 See Photo ��E 5'FSG 134 7 122.2�L- 1 88 95 2 E=6eP Photo S 139 4 H Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction O Yes O No Contractor notified of results Remarks: NO DRAWINGS ON SITE AT TIME OF INSPECTION MTC on site for inspection of subgrade placed within the far west wall of building approximately-T below final subgrade Elevation. Earthwork and grading was performed by 5 Guys. Roughly 12-14"of native material was placed over previously installed conduit and compacted via plate whack prior to MTC's arrival. An oversize rock correction factor of 5%was applied during testing due to large variability in appearance of material at elevation tested. ose to necessary 95%compaction requirements. 2 Density"Pests failed 95 Re- ' All—fts apply only to.dual kwtkm and mdenak mated.As a mduel pmme ,n to diems,ttm publk a M ourseNes.ON repods am subm as the oonfi&ntiai proWq or camms.and-ftrizaoon for pudkatlon of stamomma,wndusions or eAmds Irom or regarding our repons r<—nmd pending our written approval. Environmental•Geotechnical Engineering•Special inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Copeland Retaining Wall-21S142,1011812021,#D268523,Page 1 of 2 MATERIALS TESTING&CONSULTING,INC. � Work in progress.Additional inspection needed. Images: a „ ` w UPLOADED: 10/19/2021 22:22:18 Test 2 location UPLOADED: 10/19/2021 22:22:20 Test 1 Location @ SW inner corner @ NW inner corner `a UPLOADED: 10/19/2021 22:44:41 REPORTED BY: Cecil Clark REVIEWED BY:Robert McNamara, Project Manager All results apply only to actual ocawns and materials tested.As a mutual pret—,to clients,tte pubfic am oureewes,all rew to are—ifted as tM wnfidennal property of tlienta,and autlior¢al on for publimtion of atilt emenla,wnCuaions or nrt acts hom or regarding our reports is reserved pending our written appal. Environmental•Geotechnical Engineering•Special Inspection•'Son-Destructive Testing•Materials Testing Burlington101ympialBellinghaml Silverdale lTukwila 360.755.1990 www.mtc-inc.net Copeland Retaining Wall-21S142,1011812021,#D268523,Page 2 of 2 JM[blw,L MATERIALS TESTING 8 COMWLTIMS,INC, Copeland Retaining Wall - 21S142 - IPD-Soil Compaction: Report #D268680 CLIENT Mike Copeland DATE 10/21/2021 PROJECT LOCATION 2831 E Mason Lake Dr E Grapeview WA PERMIT #BLD2020-01263 li Inspection Information: Inspection Date: Time Onsite: 8:00 Weather [Cloudy 60s F 10/2 1/2021 am Conditions: Inspection Performed: IPD So11 Compaction Field Data: Work/Location: IPDS/Far West wall closest to water's edge Gauge Standard MS: 1049 Equipment ID&Serial#: CPS N MC 1 Elite,Ser.#31407 -V m ~{Gauge Standard DS: 3918 Test Samples: Sample#:Description: Proctor Value(pcf):Optimum Moisture and Oversize Rock Correction: 1.B21-0',44 W,Well Graded Gravel with Sand 140.4 6.7(1H.O.R.C,) TEST METTIOD ® ASTM D-1557 /AASHTO T-180 In Place Density Test Results (ASTM D-6938): Test Mode/ Location of Test Elev. wet Dry Dens. Moist% Sample ova Comp. %Regd. # Depth Dens. # 1 6 See Photo (I 5'FSG 148.3 f 95 5.3 -__6 ___ _4 ..__ ___I 2 6 See Photo _._._.. _...._._, j�5'FSG 148.8 133.7� 1 •31 -� 95 2 t#5 ( ® Native Soils Soils consistent with Proctor O Yes O No ❑ Imported Fills Soils found to be firm and stable;and to the best of our knowledge,meet O Yes O No compaction Contractor notified of results O Yes O No Remarks: No Referenced Drauings on site at time of inspection MTC on site for re-inspection of material previously placed against the inner side of wall closest to water's edge. Upon arrival, material appeared to have been recompacted using a plate whack; as new lines had been made in subgrade from plate. Density tests confirmed that recompaction has now achieved minimum 95%requirements in previously failing areas. ._ -____—. --.------______-___-_ 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. Images: All resuas apply only to adual locelions no materials tested As a mutual protection to dients,the public and o,meWs,all reports are submided as the—fidemial property of clients,and authorization for publi=ti,,of statements,conclusions or eA,acts from or regarding our reports is reserved pending our wdt[en approval. Environmental s Geotechnical Engineering•Special Inspection•Non-Destructive Testing s'Materials Testing Burlington I Olympia l Bellingham I Silverdale ITukwiIa 360.755.1990 www.mte-inc.net Copeland Retaining Wall-21S142,1012112021,#D268680,Page 1 of 2 I Irfl i fti I ��� '�III II I II` I f III �¥4�t I E III llf MATERIALS TESTING&CONSULTING,INC. ^� k z Iq . i 4•' ram ip a m S F v � UPLOADED: 10/21/2021 08:55:40 Test #1c UPLOADED: 10/21/2021 09:00:38 Test #2 H Location Location r� s .� xp •,�y 'i a: UPLOADED: 10/21/2021 09:07:25 REPORTED BY: Cecil Clark REVIEWED BY:Robert McNamara, Project Manager Nt resulla apply only to=,at locatbns and materials tested.As a mutual protection to talents,the public and ourseWes,all reports are submitmal as the confidential property of clients,and alltholUMIOM for publication of statements,conclusions or extracts from or regarding our reports is rea d pending oar,dean approval. Environmental•Geotechnical Enoineerinb•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialB ell inghamI Silverdale JTukwila 360.755.1990 www.mtc-inc.net Copeland Retaining Wail-21S142,1012112021,#D268680,Page 2 of 2 I L e st r eis �noA �u . : i MASON COUNTY a _ ' COMMUNM SERVICES Permit Numb 9 r BLD/ OM: _-_Applicant Name Ema Phone#: &po groject Title: M E6 86 M)E ' Parcel Number: 92, 52-W(Y72- Please provide a complete, detailed description of the proposed revisions to the approved plans. Please return this form to the k1laslon my Permit Center.. M - It v►S 4 I,CunG'i I n CU n. The following do ments are required t wit he su mi a h this form. ➢ One set of revised plans or adde um indicating the changes. Yes_ No_ ➢ One set of the approved construction plans. Yes_ No_ (The "Red Stamped" approved site plan must be included) ➢ Revisions are to be clouded with delta's clearly and accurately identified on the revised plan/s or addendum. Yes_ No_ ➢ Does the plan contain a structural, architectural or soils engineer analysis? Yes_ No_ (If yes, has the Registered Professional/s approved this revision) Yes_ No_ (Is a stamped and signed approval included with this request) Yes_ No_ (If no engineering or other changes requiring a registered professional have been made,the plan may be approved without written consent of the engineer or architect of record) ➢ Does the proposed revision modify the footprint or location of the structure/s? Yes_ No_ (If YES, is a revised site plan, with all new setback dimensions included with this request?) Yes_ No Additional Information`: Applicants Signature: Date: STAFF REVIEW SECTION Reviewed by: n ��r Department Date Assigned Date Reviewers (/� —lI ` v, for Review Received Reviewer Approved Approval Origi al aluation: $ ((( �"L V CCIIAJ L� \ / Additional Valuation: $� T ��` (ll� Building ,�,,, \ /2t 7-1 2- Sq.Ft. X $ /j 1 Sq.Ft. X $ J Planning A47- -10---1'r Additional Fees: $ PublicG� Additional Plan Review: $ Health /2y Additional Building Permit ' $ Additional Plumbing: Additional Mechanical: 0 Fire Other: `� $ Marshal Total Due: $ Public Works L Page 1 of 1 GU