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Home My WebLink AboutBLD2023-01258 Bulkhead - BLD Inspections - 5/3/2024 615 W.Alder St.Bldg 8,SHELTON,WA 98584 \1 MASON COUNTY SHELTON:360-427-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275 4467,EXT 352 Building,Plamtkt%EnrironmentalHealtti,CommunityHealdi ELMA:360-482-5269,EXT 352 ti-- 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 BLD2023-01258 Date Issued 0 4/1 912 0 24 Issued By Project EMERGENCY BULKHEAD REPAIR/REPLACEMENT Site Address 71 E GRAPE DR Applicant Dillard Family Trust Contractor BAY MARINE CONTRACTORS INC Contractor Phone 1.360.956.3451 Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type Permit Type BULKHEAD OR DOCK- Occupancy RESIDENTIAL -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 -3-Z A6 L Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other .� aQ "�\� o -�- DE-Civil, PLLC 9601 Key Peninsula Hwy NW Gig Harbor,WA 98329 Ph(253)228-0513 www.de-civil.com March 20, 2024 Dillard Family Trust Geotechnical Engineering—Bulkhead 71 E Grape Dr Proposed Bulkhead Grapeview,WA. 98546 �G�� 71 E Grape Dr Grapeview,WA 98546 t� fir/ PN:12108-51-01014 Job: 23-119 Dillard.EL We are pleased to submit this letter to provide the results of our inspection of the bulkhead located along the shoreline of your property located at 71 E Grape Drive in Mason County, Washington. It is our understanding that the bulkhead was constructed under an emergency status and that you are currently obtaining the necessary permits for the bulkhead. We previously prepared design calculations and a detail for the bulkhead dated January 19, 2024 but the County has requested verification that the as- built conditions meet the provided design criteria. During our site visit we measured the bulkhead height in several places and noted it averaged 6 feet in height. The top rock was easily measured and ranged from 30 to 36 inches in depth. Bottom rocks were more difficult to measure but appeared to be at least 3 feet in depth. Toe bury was confirmed to be approximately 18 inches. Given the inherent variable nature of measuring the stone sizes of a large rock bulkhead it is our opinion that the as-built condition of the bulkhead meets or exceeds the provided engineering calculations and details. We trust this is sufficient for your current needs. Should you have any questions,or require additional information, please contact us at your earliest convenience. Respectfully submitted, Development Engineering, PLL, Gffi .4, .; TL� Glen Coad, PE Owner `f 3copyAl ID:2 -11 Dill r "Doc 3 9 i a d.El Site Plan Bulkhead Calculations Typical Detail N KEY: — y 0 wawa."a,aanw 200 Shoreline � � �_,�-•��YiR _-.. y \ ® v.�kaeaa aw Jurisdiction 1•-40'-0• 2 56,7 tsu $g_m c Y / NOTES: 8r I t' / Benchmarks 0 NOT — 2: T®156° ex dim NW 4: 1 V 6'a 202' � I 14L JJ�� y 6: 8�6.156a7 ....BFE cones bulkhead mg 7: 101 Q 154° 75 Shoreline 40'of V high rock bulkhead 9: Wilt 176' Setback _ - eD 6'landward of existing (giving back approx 275 sf of beach) 40'of 6'high rack bulkhead �'_�`- 6'out from existing / - -' ---- - (approx 100 sf of beach) e:deck - %� m 15'of failed concrete bulkhead .J..:... ...........__................ -— to be replaced with n \ PUGEr SOUND 6'high rock bulkhead Reber stakes were used as--J 21'Failed section of 6'high concrete reference for benchmarks bulkhead 50'of bulkhead to be rspaced with 6'high rock bulkhead Pro ct Description: Site Plan: Dillard,Knuth,&Cederstrom Cons t new 6'high rock bulkhead in sections across three different parcels Parcel#121085101011,13,14 to replace 71,81,101 E Grape Dr failing and failed sections of existing 6'high concrete bulkhead. On Parcel 1014,bulkhead will be constructed 6'towards the PERJMIT RAN beard for 40',the remaining 40'will be constructed 6'landward of existing bulkhead to maintain a secure footing for existing {c,Rn..:+,aax.nn Parcel#121085101011,13,14 stairs and deck. Parcel 1013 replace 15'of failed concrete bulkhead,and Parcel 1011 will replace 21'of failed concrete www.permhgranted—rin bulkhead. Both will be constructed in the same footprint as existing bulkhead. into(opermitgranted.com /9/2023 Rev 1 JDI (253)313-5194 2 November 9,2023 23-119 Dillard.BH calcs Page 2 Calculations Notes: 1) See attached cross section for project description 2) All calculations are per lineal foot of Bulkhead 3) No surcharge is present on the bulkhead, piers from staircase are installed such that bearing loads are located below the bottom of the bulkhead. Assumptions: Density of rock(p): 170 pcf Porosity of Bulkhead(n): 25% Equivalent Fluid Pressure of Backfill(y): 35 pcf Coefficient of friction for rock to silty sand, DM-7,Table 10-1(µ): 0.5 Dimensions: T=2.0feet T Jr�17. B=3.Ofeet 9 =Max Exposed Height=6.0 feet T Calculate Weights: H' =H + 1.5 =7.5 W, = T*H'(P* (1 —n)) H' = 1,913lbs WI W* W2 =(b' —T)*H`*-*(p*(1—n)) =478lbs A Total = 2,391lbs � I November 9, 2023 23-119 Dillard.BH calcs Page 3 Resistance to Overturning: Y. = W * �+ (B —T) +Wh, 3* (8 —T) =4,144ft-Ibs Overturning Moment: Equivalent fluid pressure=V=35 pcf 1 F1 =2*H:*y =630lbs H H M.a =F, x3 /F, = 1,260lbs Z— ---------0 q Factor of Safety for Overturning: H'Eq FIR — �"I„ _ 3.29 >_2.5 o.k. Calculate Sliding Resistance: Sliding force= F'R= Fl=630lbs Resistance to Sliding(neglecting passive pressure): Total Weight=Wl+WZ=2,391lbs Friction Force= FR="Forzi *u = 1,195lbs Factor of Safety for Sliding: �F. i R 1.90>! LS o.k. DE-CIVIL, PLLC 9601 Key Peninsula Hwy. NW Gig Harbor,WA 98329 Ph(253)228-0513 www.de-civil.com Bulkhead Calculations Prepared For: Dillard Family Trust 71 E Grape Dr Grapeview,WA. 98546 Site Address: 71 E Grape Dr Grapeview,WA 98546 PN:12108-51-01014 Prepared by Glen Coad, PE Contents Calculations ...................................................................................................................................................................1 TypicalDetail............................................................................................................................................................SK1 J Bulkhead Detail a.erA ]&-W rw rma ww GW.i.Febic e..cen<,a.edaw.d PN: 121085101014 �d� �E �So, 6' Fim r4dM Set C NOT TO SCALE residence exsting deck and stairs existing concrete bulkhead (OHWM) Proposed 6'high rock bulkhead (V out from ex bulkhead) MHWM 14' BEACH Project Description: Site Plan: Dillard,Knuth,&Cederstrom Cons new 6'high rock bulkhead in sections across three different parcels Parcel#121085101011,13,14 to replace 71,81,101 E Grape Dr failingand failed sections of exisfin 6'hi concrete bulkhead. On Parcel 1014,bulkhead will be constructed 6'towards the r ERA'dT GRA�'I.. 9 gh rr.f. �s�,,.n Parcel#121085101011,13,14 beach for 40',the remaining 40'will be constructed 6'landward of existing bulkhead to maintain a secure footing for existing stairs and deck. Parcel 1013 replace 15'of failed concrete bulkhead,and Parcel 1011 will replace 21'of failed concrete —pem*grented.com bulkhead. Both will be constricted in the same footprint as existing bulkhead. info@permitgrented.com (253)313-5194 2/9/2023 Rev 1 J DI NOTE: ROCK SIZES TO BE DETERMINED BASED ON WAVE ENERGY AND EXPOSURE OR ON THE DIMENSIONS SHOWN WHICH EVER IS GREATER. 1 3/4 OR GREATER 1 O 2.0' (min) a— O 15EI 1 OR GREATER 6 I I I EXISTING NATIVE CUT SLOPE 1 12" MIN Q ALL LOC QUARRY SPACES (12" MIN) GEOTEXTILE FINISH III_ I; FABRIC GRADE \ II1,� Lo �IIIIII � GL _ _ �. of WAS -�i - I 1=1 1 I I PLACE ROCK ON FIRM —, 11- 1I I I=1 UNDISTURBED SOILS 3.0' (min) _ 9 OR CONCRETE BASE 3 b G IS SfONAL 1/19/24 SKETCH NO: S K. 1 PROJECT NAME: PROJECT NO: BY: DATE: DILLARD BULKHEAD 23-119 WGC 1/19/24 DEVELOPMENT SITE PLAN: ENGINEERING, PLLC BULKHEAD SECTION 9601 KEY PEMNSULA HWY. NW 71 E GRAPE DRIVE GIG HARBOR, WA 9029 MASON COUNTY, WA (253) 228-0513 WWW.DE-ClMLCgI PN:1 21 08-51-01 01 4 < 1 C Mason County ,. Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov B DD2023-01258 BULKHEAD OR DOCK- RESIDENTIAL PROJECT DESCRIPTION: EMERGENCY BULKHEAD ISSUED: 04/19/2024 REPAIR/REPLACEMENT SITE ADDRESS: 71 E GRAPE DR GRA EXPIRES: 10/16/2024 PARCEL: 121085101014 APPLICANT: Dillard Family Trust OWNER: Paula Dillard 71 E GRAPE DRIVE 71 E GRAPE DRIVE GRAPEVIEW,WA 98546 GRAPEVIEW,WA 98546 1.206.919.5538 GENERAL CONTRACTOR'S LICENSE: BAY MARINE CONTRACTORS INC License: BAYMAC10951_4 3348 FISHTRAP LOOP RD NE Expires: 04/28/2024 OLYMPIA,WA 98506 1.360.956.3451 VALUATIONS: FEES: Paid Due Project Valuation (BID, 90000.00 $90,000.00 Technology Surcharge $33.28 $0.00 ESTIMATION..) Building Permit Fee $1,008.42 $0.00 Planning Review Fee $240.00 $0.00 Plan Check Fee $655.47 $0.00 State Fee-Residential $6.50 $0.00 Total: $90,000.00 Totals : $1,943.67 $0.00 REQUIRED INSPECTIONS BLD-Final Inspection CONDITIONS * 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). * The foundation/footing must be placed on undisturbed,firm-native soil. Proper frost depth shall be observed below grade in undisturbed soils. Printed by:Anna Schaffran on:04/19/2024 11:59 AM Page 1 of 3 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov BULKHEAD OR DOCK- RESIDENTIAL BLD2023-01258 * 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 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 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. * 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. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. * 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. * 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. * 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. * 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. * 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. * 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 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. * 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. Printed by:Anna Schaffran on:04/19/2024 11:59 AM Page 2 of 3 Mason County Mason County - Division of Community Development 615 W.Alder St. Building 8 Ilk Shelton, WA 98584 360-427-9670 ext 352 www.masoncoun"a.gov BULKHEAD OR DOCK- RESIDENTIAL BLD2023-01258 * 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 contact the Mason County Public Works Department prior to construction at Ext 450 1 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 of any other state/local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: Y Date: �/A_//Zo/_ Printed by:Anna Schaffran on:04/19/2024 11:59 AM Page 3 of 3