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Home My WebLink AboutBLD2023-01490 ATF Bulkhead - BLD Application - 12/11/2023 OA Permit No• V ,V 8 70 MASON COUNTY COMMUNITY DEVELOPMENfR E C E I V E D Permit Assistance Center,Building,Planning I� BUILDING PERMIT APPLICATIOPEC 11 2023 PROPERTY OWNER INFORMATION: j CONTRAC*k5NV0R1Q[ treet NAME: Shelly Knuth NAME: Bay Marine Contractors, Inc. MAILING ADDRESS: 81 E Grape Dr MAILING ADDRESS: 3348 Fishtrap Loop NE CITY: Gra evp iew STATE: WA ZIP:9,9546_ CITY: Olympia STATE: WA ZIP: 98506 PHONE#1: 360-802-5350 Mark-partner PHONE:360-956-3451 CELL: PHONE#2: 7r,3_rgq_SgSr, EMAIL: bmci20@comcast.net EMAIL: markknausslPhotmail.bom L&I REG# BAYMAC10951-4 EX'._A/2&2 - PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER CK Agent NAME Permit ranted LLC/Terri Schultz EMAIL terri@Dermltgranted.com MAILING ADDRESS 4810 Pt Fosdick Dr NW#156 CITY rid Harher STATE WA ziP 98335 PHONE 253-313-5194 CELL 253-377-3713 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 12108-51-01013 ZONING RR-5 LEGAL DESCRIPTION(Abbreviated) Lot 13 Block 1 Vineyard Cove FIRE DISTRICT SITE ADDRESS 81 E Grape Dr CITY Grapeview DIRECTIONS TO SITE ADDRESS IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESIX NO❑ SNOW LOAD:_psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkall tharapply): SALTWATER 13 LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR IX OTHER ❑ USE OF STRUCTURE(Residence,Garage,cammerelalBldg,F.tc... Bulkhead-Shoreline Armoring IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Pary[sJoJBldg)❑ NO DESCRIBE WORK o :after the fact Repair eYicting ro hi dkhcarl SOUARE FOOTAGE:(prapased) 15 linear feet 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft COVERED DECK sq.ft. STORAGE - sq.ft. OTHER sq.ft. .GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Aaached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE N/A MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING J� PLUMBING IN STRUCTURE? YES❑ NO IX I/yes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NOR EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or peril revocation.Acknowledgement of such is by signature below.I declare that I am the owner and 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 legal representative,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 pernitlapplication 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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) /'Aw ��t 11.28.23 Signature of OWNER(Must be-signed bvth&OWNER)- Date DEPARTMENTAL REVIEW APPROVED . DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ~ PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH 11/29/23, 11:54 AM 17hats SEC 112023 5 P`der Stre 6� w et. PERMIT GRANTED 1'7-e-Construction.Services Property Owner Consent for Mason County Application Submittal Property Owner Name(s): Shelley Knuth Parcel Number(s): 121085101013 Property Address:81 E Grape Dr Grapeview 98546 Project: Knuth Bulkhead I (owner)hereby give Permit Granted LLC authorization to act as my agent in obtaining permits with Mason County as required for the purpose of the project identified above. SHELLEY KNU'- https://ad min.1 7hats.com/app/contract/10156365 1/1 04awyyo ECG BAY MARINE CONTRACTORS, INC. DEC 11 2023 AGREEMENT BETWEEN OWNER&CONTRACTOR D�p/�� //�� ,,.. ��++�} THIS AGREEMENT IS MADE this 13th day of February.2023 between Shelley L.Kaot6d1 Zr41Uu*A I d emwnE�'tw e t BAY MARINE CONTRACTORS,INC.,a Washington Corporation('Contractor'),Contractors License NBAYMAC1095L4. The Owner and the Contractor agree as follows: The Work,The Contractor shall perform all of the work required by the contract documents("contract documents"shall mean this agreement,the Contractor's bid,if any,the HPA,and plans,if any)for the following describe project located at Tax Parcel#12108-51-01013, commonly described as 81 E.Grape Drive,Grapeview,WA 98546,as follows: Construction of approximately 14 feet of large angular rock bulkhead at the same height as existing,backfilled with quarry spells and fit" fabric placed along the back of the wall.Base rock to be keyed into beach a minimum of 18"below existing beach grade. Replacement bulkhead to tie in to adjacent property(Dillard).Contractor to remove and haul from site the existing concrete. *ALL Permits by others—Contractor assumes no responsibility for permits—owner to have permits on site. 9000 2.Owner's Responsibilities.The Owner shall identify the location of the project by adequately defining boundaries of the subject property.VORO Any,and all disputes which arise with regards to property boundaries shall be the sole responsibility of the Owner.The Owner shall pay all costs,fees,and charges related to the project in a prompt and timely manner. •All permits,finals ctc.shall be the sole responsibility of the Owner and Owner shall be responsible for payment of fees,reports and the like for said permits. FS /1 3.Contractor's Responsibilities.The Contractor accepts the relationship of trust and confidence established between the Contractor and the Owner by this agreement.The Contractor agrees to use best efforts to furnish an adequate supply of workmen and materials,and to perform the work in the most expeditious and economical manner consistent with the best interests of the Owner. art 4.Time of Commencement and Completion. The work to be performed under this agreement shall be scheduled with the Owner and shall f be completed within a reasonable period of time.In any event,once work has commenced,the project shall be completed within 20 days. Delays occasioned by weather,strikes,unavailability of materials,tidal elevations and/or closures,permit restrictions and other such causes not within the control of the Contractor shall serve to extend the time allowed by this agreement by the length of any such delay or delays. 5.Cost of the Work.The Owner agrees to reimburse the Contractor for the construction project in full,including all applicable fees, costs,sales taxes,use taxes,and project-related costs of every type and description. a. Construction cost: S 12,500.00 b. Sales tax: 1,062.40 A8.5%(or WSST applicable (a).time of construction c. Total construction cos: S 13,362.25 Xit. Payment schedule-$ 1,325.00 down,one half payment upon commencement of the work,remaining balance upon completion of the work. A credit for the down payment will apply to second half payment. *Down payment to be restored by owner if contractor works on behalf of the Owner with a permit specialist to obtain required permits by amounts paid to agencies and specialists. In the event Owner elects to not proceed with construction and Contractor has consulted on behalf of the Owner in procuring permits,S 1000.00 may be retained by Contractor for said work.'('N/A in this contract—see above—all permits by others') e. •Permits from agencies,engineering and/or geological reports,beach and/or habitat assessments and the like,are the sole responsibility of the Owner. Fees for the aforementioned permits and reports are the sole responsibility of the Owner,and are not a part of the above total construction costs. Contractor,at owner's request,can suggest permit specialist to work with for the procurement of permits(check here_X )OR,if owner elects,contractor will consult on behalf of the Owner with permit specialist(check here N/A). Contractor in no way guarantees that agencies will issue required permits,however,if Owner selects the contractor to work with permit specialists,Contractor responsibility as stated in item 3 above shall apply. 6.Chances in the Work. The work and the cost thereof have been established by a visual inspection of the property on 6th day of February.2023 The Owner is aware that changes in the work may be made insofar as such changes are a)consistent with this agreement and authorized by the Owner,or b)required due to erosion,permit restrictions,or other causes not within the control of the Contractor.Prior to becoming part of this agreement,change orders shall be in writing and signed by the Owner and Contractor,and shall include applicable changes in the contract documents,contract price,and completion time. 7.Dispute Resolution.All claims and disputes relating to this agreement shall be subject to arbitration in accordance with the rules then obtaining of the American Arbitration Association for the construction industry.Written notice of demand for arbitration shall be filed w ith the other party to this agreement and with the American Arbitration Association within a reasonable time after the dispute has arisen.The prevailing party in such a dispute shall be entitled to an award of a reasonable sum for attorneys'fees. 5aple,e0 ",Signed at kal-0_V1 Washington the 42�_day of February .2023. -COWNER(S): _._._BAY.MARINECONTRACTQRSrINC - - - Representativ Mail E Grape Drive.Gnstxview.WA 98546 Phone:360-956-3451 Email- bmci20w'Zcomcwt.net Same as above P-j""'Add— 97G ��a�~��9D ♦.�. ' v _ �- �. � g� �... �. :. ;. �` �� 1 ,{ ;_ , � s* � � � � � � .�" �, ,, "�.,4 gu 'x� • • � • � �;� .- i . _z. -^ �.. -.. ..�_ . _ rrr_.�y, - �,��pa�a�- � � � �� .. ..._ h _. . . _� <q.. ..- t. � .� �' ` � '� ,� - .. " � a �. , `� a .. q, u $r r` RECEIVED BUILDING Project Location: DEC 11 2023 61%ya p er Street apie Harstene oiiovr P No F o chicken stand Marine State Park Harstme lslano Joemn a B State Pa c J Disposal Location: cr .Maple Hollow Pa fore :state Park: 0 ake McMicken Island Marine State Park -'i t-/arsfine/slant; Joemma Be �r. MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health January 23, 2024 Development Engineering, PLLC 9601 Key Peninsula Hwy NW Gig Harbor, WA 98329 Re: Cedarstrom & Knuth Bulkhead Repair (project 23-102 & 23-103) Mr. Coad, I have reviewed the supplied documentation regarding the bulkhead repairs for 81 & 101 E Grape Dr., Grapeview (Knuth and Cedarstrom). I have found the documentation lacks the details required. The work was approved by the Washington Department of Fish & Wildlife as an emergency repair. To permit under Mason County Title 14, the expectation is that the engineer of record stamp and signed documentation as an as-built construction. The as- built documentation shall include all details for construction including materials used and size of rock installed and be labeled as-built drawing. In addition, a letter of verification of inspection shall be stamps and signed by the engineer of record. Please feel free to send these documents directly to me at tw _masoncountywa.gov. Best Regards, Tricia Woolen Building Inspector/Plan Review (360)427-9670 ext. 281 S DE-CIVIL, PLLC NING 9601 Key Peninsula Hwy. NW PLAN Gig Harbor,WA 98329 Ph(253)228-0513 www.de-civil.com Bulkhead Calculations RECEIVED Prepared For: DEC I 12023 615 W. Alder Street Shelly Knuth/Mark Knauss 81 E Grape Dr Grapeview, WA. 98546 C/o Permit Granted, LLC Attn: Ms.Terri Schultz Site Address: 81 E Grape Dr Grapeview, WA 98546 P N:12108-51-01013 Prepared by l i v"yam» 3 t j . t. Glen Coad, PE Contents Calculations ...................................................................................................................................................................1 TypicalDetail ............................................................................................................................................................SK1 l November 9, 2023 23-103 Knuth.BH calcs Page 2 Calculations Notes: 1) See attached cross section for project description 2) All calculations are per lineal foot of 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=2.0 feet T H :r '•��;°r : 1.5 feet B=3.Ofeetdie- 9 = Max Exposed Height= 6.0 feet Calculate Weights: T H'=H+ 1.5 =7.5 Wi = T*H'(p* (1 —n)) H' = 1,913lbs W, W W = (B —T)*H'*2*(p =478lbs I+-- A Total=2,391lbs B 1 November 9, 2023 23-103 Knuth.BH calcs Page 3 Resistance to Overturning: XMA = W1 =(2+(B—T)�+Wy =3= (B—T) =4,144ft-lbs Overturning Moment: Equivalent fluid pressure=y=35 pcf 1 Fi = Z*X2:y =630lbs H X 'WA =Fi = 3 F,, = 1,260lbs A Factor of Safety for Overturning: H'Eq FIR _ mA _ M'A 3.29>:2.5 o.k. Calculate Sliding Resistance: Sliding force= F'R= F,= 630lbs Resistance to Sliding(neglecting passive pressure): Total Weight=W1+W2=2,391lbs Friction Force= FR=Wroraa s u 1,195ibs Factor of Safety for Sliding: F- 1.90>_ 1.5 � o.k. 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 2.0' (min) 1 Q III= 1 OR GREATER I I 6 III= EXISTING NATIVE CUT SLOPE b 12' MIN C° ALL LOC la I� QUARRY SPALLS (12" MIN) GEOTEXTILE FINISH I I; FABRIC GRADE II \ ICI= E- I I=III � III, WASy�� PLACE ROCK ON FIRM UNDISTURBED SOILS 3.0' (min) OR CONCRETE BASE b SfONAL � 11/9/23 SKETCH NO: SK. 1 PROJECT NAME: PROJECT NO: BY: DATE: KNUTH BULKHEAD 23-103 WGC 11/9/23 DEVELOPMENT SITE PLAN: ENGINEERING, PL.LC BULKHEAD SECTION f) 9601 KEY PENINSULA HWY. NW 81 E GRAPE DRIVE GIG HARBOR, WA 98329 MASON COUNTY, WA (253) 228-0513 WWW.DE-CIMLCOM PN:12108-51-01013 I� 02/08/2024 20ur sddoteoine APPROVED 0 5' 1 MASON COUNTY DCD PLANNING approx. drainfiel 1 1" = 30' - 0" 5007T JZUEDY Af(?P septic tank p�3 ` KEY: 145.2 PN'• 1210 Failed Bulkhead Digitally 1 Proposed Bulkhead signed 5� 1 Vegitation Belt Scott Ruedy 1 0 v-0 by Scott , m X �._�__ O 1 Base Flood Elevation Ruedy Q �' 1 (BFE) Benchmarks Ex. 65' of 6' High rock bulkhea (OHWM) o, 00 1 / 80 ater NOTES: 155.4 Benchmarks 75' Shoreline Setback (bulkhead to corner of 15' of failed concrete bulkhea property) to be replaced with 6' high rock bulkhead (18% replacement) (back of bulkhead to face of bulkhead) buz - 1 Project Description: Site Plan: Shelly Knuth Permitting after emergency construction: Replaced 15 linear ft of total existing 80 ft long, 6 ft high PERMIT GRANTED 81 E Grape Dr rock bulkhead, with new 6 ft high rock bulkhead. 15 linear ft of bulkhead had collapsed during Is,'n,Collsnru,lion �'o I-it r, Parcel #121085101013 December 2022 king tide and storm surge. www.permitgranted.com info@permitgranted.com 11 /28/2023 Rev 1 JDI -5194 (253) 313 0 5' 30' lit = 30' - 0" KEY: Failed Bulkhead ex. residence Proposed Bulkhead Vegitation Belt ex collapsed 6' tal ��`` Base Flood Elevation concrete bulkhead (BFE) (OHWM) proposed 6' tall Benchmarks 14.16' MHHW rock bulkhead 75' Shoreline Setback Project Description: Site Plan: Shelly Knuth Permitting after emergency construction: Replaced 15 linear ft of total existing 80 ft long, 6 ft high PERMIT GRANTED 81 E Grape Dr rock bulkhead, with new 6 ft high rock bulkhead. 15 linear ft of bulkhead had collapsed during ('Wh1170 I II CI Parcel #121085101013 December 2022 king tide and storm surge. www.permitgranted.com info@permitgranted.com 11 /28/2023 Rev 1 JDI (253) 313-5194