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HomeMy WebLinkAboutBLD2022-00149 Repair Bulkhead - BLD Application - 2/4/2022 MASON COUNTY COMMUNITY SERVICES Permit No: �- 61 PERMIT ASSISTANCE CENTER: •BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 4- kfe 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone F E B 0 4 2022 Belfalr.(360)275-4467•Phone Elms:(360)482-5269 5 BUILDING PERMIT APPLICATION 615 W. Alder Street PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Daniel Cline NAME:Sealevel Bulkhead Builders,Inc. CZ MAILING ADDRESS:13802110th Ave Ct MAILING ADDRESS:PO Box 375 CITy:Puyallup STATE:WA ZIP:98374 CITY:Kingston STATE:WA ZIP:98346 ZPHONE#1:253-307-9682 PHONE:360-297-2401 CELL: PHONE#2: EMAIL:jenny@sealevelbb.com EMAIL:moza@alo•corm L&I REG#SEALEBB993L7 EXP. 8 /2022/ PRIMARY CONTACT: OWNER❑ CONTRACTOR§J OTHER❑ JNAME Sealevel Bulkhead Builders,Inc. EMAIL MAILING ADDRESS PO Box 375 CITY langston STATE WA ZIP 98346 PHONE 360-297-2401 CELL PARCEL INFORMATION: cc PARCEL NUMBER(12 Digit Number) 220094290071 ZONING RR LEGAL DESCRIPTION(Abbreviated) TR 7A of gout at 3 and 4,TR A of SP#1993 FIRE DISTRICT SITE ADDRESS 4771 E Pickering Rd CITY Shelton DIRECTIONS TO SITE ADDRESS From Hwy 3,take Pickering to site IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NON IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR t? OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg,BIC.)Bulkhead to protect the home IS USE: PRIMARY❑ SEASONAL M NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(note Bldg)R YES(Part[s)ofBldg)❑ NO❑ DESCRIBE WORK Repair to bulkhead with new footing installed SOUARE FOOTAGE:(propose+existing) I ST FLOOR 1350 sq.ft. 2ND FLOOR sq.fL 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK400 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE 300 sq.ft. Attached R Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* WA MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING R PLUMBING IN STRUCTURE? YES;5 NO❑ Ifyes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO:K EXISTING SQ.Fr. EXISTING BEDROOMS 3 PROPOSED BEDROOMS 0 TOTAL BEDROOMS 3 OWNER acknowledges that 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 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 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 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) X l lnsr�rilpA,� yy See owner agent agreement 1/10/2022 Signatdre of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CO\DITIONS BUILDING DEPARTMENT 2'S•Z PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH REVIEWED FOR CODE COMPLIANCE r �BUILDING DEPARTMEN Ul fo� t t► s 1-;;; RECEIVED CHANGES FEB 04 2022 SUB IT CHANGES FOR APPROVAL YARD 4L, 615 W. Alder Street PRI R TO PERFORMING WORK Y C sP14� FEu�F�F��`: CIS,rl� k R Eco�ystRoer PQock A FEtt,N{ r o� R►2�� s GI'll '.ramI I _. -T�e05—\ 19PI< Nit- r4,3� Rock p (;RAUE� t3v,kF?EPo �b�►12 Z DER!H �=-- --�. P f c k(:-F k)A 1(s 10 As S f4 C. 40 r .' 1 Z. 7 i CC'3. I�I� S 1aC QF Q J p-R R{� _ C f � itA� 5 ,c PRoJrcT5t11= S ` v R 1) [A&N t(ov4. I- NOHA Lr�/✓ S t /� 1 0 / I />rlwr rape * f>I•• rA4Y1Lw �1/"1 ���I/WU^ ✓ p►I!i• W[ A'N �p�✓U✓ 41vtA t&A5cVLtCY(c&C dk4--jH W p(r �je ✓�'J d trt v • �^ 7 • r v EmBoX22S SCALE: ^` DRAWN BY 1 �1 DRAWI G NUMBER I-e el • `v DATE: REVISEC g� '.iZl I 8%X 11 PRINTED ON NO.1000H CLEARPRINT, MASON COUNTY f_. COMMUNITY SERVICES DEPARTMENT Mason County Bldg. 8, 615 W.Alder Street, Shelton,WA 98584 www.co.mason.wa.us aid )427s.W70 x352 Belfair(360)275-4467 Elma(360)482-5269 UPLAND ROCKERY and SHORELINE BULKHEAD Prescriptive - • and Installation Standard CHANGES grade SUBMIT CHANGES FOR APPROVAL 6.0. Madmum Rockery Height 6V PRIOR TO PERFORMING WORK m Max.3'rise in 8' rm n - ,finished grade. Washed granular EP drainage material m Uo�c 50' nxma i 15"min n Undisturbed soil . ,(not fill) q'0. i i Min.12"layer of drainage material Specify rock sizes ranging from 3.0" _ coarse(1-1/2")to �� fine(318"). H x Approved filter fabric �a c c MO 2'0_ E o a0 Mason County Dept.of Community e Development may require that any rockery H be designed by a licensed soil engineer, 6 E. especially in soil-sensitive areas. 3— - Ground`level 1" Min.4"diameter perforated drain 1r _ tile to an approved discharge U land wall only Permits Required A building permit is require for all upland rockeries over four feet in height. Rockeries less than four feet in height do not require a permit unless: 1) Located on a site containing an Environmentally Critical Area(See Mason County Critical Area Ordinance. 2)There is a surcharge such as a driveway, building footing, etc, 3)impoundment of Class I, II, or III-A liquids(IBC 105.2) OR #4) Possible failure that could cause damage to adjoining properties or structures. Even when rockeries do not require a permit, rockery installers are advised to follow the rockery design principles outlined in this publication. Permit applications for rockeries must include a site plan showing the location of the rockery and a cross section of the rockery showing the proposed design details. Rockery designs must either be prepared by a Washington State licensed engineer or comply with the Prescriptive Rockery Installation Design. Rockeries over 6-feet in height must be designed by a Washington State licensed engineer or architect to ensure stability against overturning,sliding, excessive foundation pressure and water uplift. Upland rockery retaining walls shall be designed for a safety factor of 1.5 against lateral sliding and overturning IBC 1806. Rockery-Bulkhead Handout-Alder.docx Rev:Feb 2016 Rockery and Shoreline Bulkhead Height: Maximum Six Feet Rockeries installed in accordance with the prescriptive installation design standards described here and reflected in the diagram need not be designed by an engineer unless the Mason County Building Dept. determines special conditions exist. Any rockery exceeding six feet in height or varying from the prescriptive design requires an engineered design. Location of Rockery Rockeries must only be placed against stable slopes, consisting of firm, undisturbed soil. The face of the slope needs to be able to support the rockery. Drainage must be provided as shown. Rockeries must not be placed against fill. No surcharge load, such as a building or driveway, may be placed on the rockery or within a distance equal to the vertical height of the rockery. Ground Surface Above Rockery The ground surface above the rockery should be relatively level. A maximum three foot rise over eight feet from the rockery surface is allowed for the slope above the rockery. After installation of the rockery, the ground surface above the rockery should be finished with an impervious material, such as asphalt, starting at the top of the rockery and extending at least far enough back to cover the drainage material plus one foot of the stable, supporting slope. Angle of the Rockery Face The face of the rockery shall be at least 15 degrees from the verticak Maximum slope of the face of the rockery is one horizontal to four vertical. Rock Sizes For a rockery between four and six feet in height, the prescriptive standards requires that the lower half be constructed of four-man or larger rocks (defined below). For the upper half, progressively smaller rocks may be used in the installation. ROCK SIZE DESCRIPTION Rock Size Rock Weight Average Dimension 1-man 50-200 lbs. 12"-18" 2-man 200-700 lbs. 18"-28" CHANGES 3-man 700-2,000 lbs. 28"-36SUBMIT CH NGES FOR APPROVAL PRIOR TO PERFORMING WORK 4-man 2,000-4,000 lbs. 36"-48" 5-man 4,000-6,000 lbs. 48"-54" 6-man 6,000-8,000 lbs. 54"-72" Rock Placement The base course of rocks must be embedded into firm undisturbed earth to a minimum depth of 12 inches to provide a secure footing for the rockery. The long dimension of the rocks must extend into the slope behind the rockery to provide maximum stability. Subsequent courses of rocks must be placed to lock into the rocks in the lower course or tier. Drainage A minimum of 12 inches of washed granular drainage material shall be placed between the undisturbed soil and the rockery. The drainage materials must be composed of gravel with particle sizes ranging from 1-1/2 inch to 3/8 inch. At the base of the rockery, a perforated drain tile,with at least a four-inch diameter, shall be installed within the drainage materials. The drain tile must drain to a point of discharge, approved by Mason County. Inspections The rockery installer must schedule an inspection prior to placement of the base course so the Mason County Inspector may verify the rockery height, soil condition, rock size, and provisions for drainage, A final inspection is also required once all work is complete. �2. Inspections can also be requested online at: www.co.mason.wa.us - . When requesting an inspection please provide the following information: 1) Name on permit 2)Type of inspection 3) Permit number 4) Site Address 5)Type of permit 6) Date inspection requested and 7) Name and phone number of caller. Effective November 17,2004 Rockery-Bulkhead Handout-Aldendocx Rev:Feb 2016 r2t-r?ZvZz- ©o(q9 .)4 We-so" eoovv#41 Roc! e,-( 4Hbd Itiws-�- �c �I(ows�� rr✓ a� SITE 'l.l. It l� ✓L�Vi✓�[�• (1-4 6414,4 ++-Wkzt COPY REVIEWED FOR CODE COMPLIANCE MASON COUNTY UILDING DEPARTMENT 01f Date 3 �2Z THESE PLANS MUST BE Documents atta ed to approved plans: ON THE JOB SITE Site Plan 0 FOR iNSP` ' TION Plan review checklist: Pages Engineering: Y 6 Lateral Vertical *.-k Number of pages 3 CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK BUILDIRG RECEIVED FEB 0 4 2022 OWNER/APPLICANT AGREEMENT 615 W. Alder Street The undersigned,is the owner of record of the property identified by the Mason County Assessor's account#: 22009-42-90071 located at: 4771 E Pickering Rd E,Shelton,WA 98584 The undersigned hereby gives consent and approval to an application(s) for a new/replacement wall/bulkhead and associated upland work of the land referenced above,as initiated by Craig Powell or Jennifer Rotsten of Sealevel Bulkhead Builders Inc.,acting for the undersigned. - L. 1. -- 5/11/2021 Owner of R cord Dated Daniel M Cline Jr Printed Name smzi gent Dated Owner Applicant Agreement Sealevel Bulkhead Builders, Inc. PO Box 375 Kingston, WA 98346 (360) 297-2401 Jennya)sealevelbb.com