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HomeMy WebLinkAboutBLD2008-00880 Cancelled Bulkhead - BLD Permit / Conditions - 2/14/2009 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 solo Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2008-00880 OWNER: RICHARD HINTON RECEIVED: 7/15/2008 CONTRACTOR: BAY MARINE CONTRACTORS LICENSE: BAYMACI0951-4 EXP: 4/27/2010 ISSUED: 8/14/2008 SITE ADDRESS: 462 E CHESAPEAKE DR SHELTON EXPIRES: 2/14/2009 PARCEL NUMBER: 121195300029 LEGAL DESCRIPTION: HARTSTENE POINTE#4 LOT: 29 PROJECT DESCRIPTION: DIRECTIONS TO SITE: Bulkhead -Construction of an erosion control rock bulkhead - 125' long and Harstene Pointe 3' above existing beach grade. General Information Construction&Occupancy Informati n4Buti, Square Footage Information No. o Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Deck: Type of Work: ACC Fire Dist.: 5 No. of Stories: Occ. Load: Valuation: Building Height: Occ. Stat Basement: bulklhead 375 Manufactured Home Information Setback Infor t n X1 I Shoreline&Planning Information Water Body: Case Inlet Make: Length: Front: F horeline Ft. SEPA?: Yes Model: Width: Ft. Re S e: Ft. Shoreline Desig.: Rural Si 1: t. Year: Serial No.: Si a 2: t. Comp. Plan Desig.: Rural Plumbing Fixtures anical Fixtures FEES Type Qty. ype Qty. Type By Date Amount Receipt Plan Check Fee KKK 7/15/2008 $99.61 S12008000 Planning Review Fee KKK 7/15/2008 $190.00 S12008000 Building State Fee RTB 7/28/2008 $4.50 S22008000 Building Permit Fee RTB 7/28/2008 $153.25 S22008000 Total $447.36 BLD2008-00880 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR 8 LD 20 08-00880 r ' s r CONDITIONS FOR Please sign, date, ins a sl.D21008-00$$13 conditiocks and mail Mach tc) me. -THANK YOU C r Contra for registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries,Contractor Compliance Division. There re potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at ` 1-8 0 -0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 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 ro d. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the pointwhere such s connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X } Th scant acknowledges that this development was sited such that further shore protection measures will not be required for protection of the facility. X This permit has been reviewed and approved as a temporary erosion control bulkhead only- Applicant/owner certifies that it is not intended to support surcl�ar a from upland sources or structures. Owner shall continuously monitor bulkhead for signs of failure and take remedial action as necessary. Prior ap r ' from UPI County is required for any bulkhead maintenance, repair or construction. E X 5) All other necessary permits from Mason County, Washington State andlor Federal Agencies tha 4a4quired for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X } 6) All work to b Cemented per the recommended Conservation Measures listed within the Habitat Managsmnt Plan prepared by Kim Schaumberg, dated 6128108. X t 7) Peagravel (1116 to 114 inch) ardor sand may be spread along the toe of the b1ld to provide sand lance and surf smelt spawning habitat as per the HPA provisions from the Washington State Department of Fish &Wildlife X1 8) Manmade debris on beach shall be removed from site. All construction and demolition debris must be removed from the beach after project completion. Proper disposal oi, ade and construction debris must be on land in such a manner that debris cannot enter or cause water quality degredabon of State waters. X SLD2008-00880 Please referto the following pages for conditions of this permit 2 of 4 Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering shoreline waters- Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent soil from being carried into surface water by stormwater runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants Any discharge of sediment-laden runoff or other poll utapolluta nits to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and WAG 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Any work in or adjacent to waterways that will adversely affect water quality must receive specific prior authorization from the Department of Ecology pursuant to WAC 173-201 A-110. A short-term water quality standards modification may be issued if the proponent agrees to a number of specific construction practices nnri ►pchninl os desioned to minimize water ouality impacts. All areas disturbed or newly created by construction activities must be revegetated using bioeng'n iOng techniques, clean durable hprap, or some other equivalent type of protection against erosion when other measures are not practical. 10) All 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 ranted In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building ` a De a nt prior to any further inspections being performed or approvals granted. X 1) Own gent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 X 2) THE FCUNOATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X i 3) The"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, then ap I 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 Bull epartment prior to any further inspections being performed or approvals granted. x 14) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building i Department prior to construction. All engineering andlor architectural documents are a part of the approved set of plans and shall remain attached therell . 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 cha' nd shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 15) Atl construction must meet or exceed all local ordinances and 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 per it cation. X 1 ) Provisions for surface/subsurface drainage control must be implemented with new construction cr 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 to to within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may f affect your proje t. X conditions and mail back- BLD2008-00880 P4ease referto the following pages for conditiot9oflMperrnft. 3 of 4 THANK YOU All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County < ordinange of regulation, must be reviewed and approved by Mason County prior to construction. x f r 1113 CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED ` BUILDING CODE. j The construction o1 the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance ` f with the - temational codes as amended and adopted by Mason County. Anv n_.nrrections chances or alterations renuire,.i by:; �AA_=.r!r. r.n!jnK,Rijil-iron Insp or hall be made prior to requesting additional inspections. X < 1 ) All property lines shall be clearly identified at the time of foundation inspection. X 0)- All building permits shall have a final inspection performed and approved by the Masan County Building Department prior to permit expiration. The failure to r quest 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 Ma unty ordinances and building regulations. X 1) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for 1 action f a eriod not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit hold r p X revented action from being taken. No more than one extension may be granted. 2 All other necessar y permits from Mason County, Washington State andlor Federal Agencies that are required for this proposed development and ! construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X i 2 ) A water quality certification may be required from the Dept of Ecology in conjunction with the US Army Corps of Engineers permit for this project. The i appl should contact the US Army Corps of Engineers in Seattle at(206) 764-3495 for additional information, X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after viork is commenced. Evidence of oontinuabon of work is a progress inspector within the 180 day period. Final Inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees or Mason County access to the above described property and structure for review and Inspection. G 0V%ER O A T J�`�- M , DAT J - / __6 Pienie sign, date, initiaP all conditiot3s and mail hack to me. 11-IANK Y@U BLD2008-00880 Please referto the following pages for conditions of this permit. 4 of 4 o CONCRETE MECHANICAL MANUFACTURED HOMEC) Date Z C) Footings t Setbacks90 Gas Piping f 0 By Ribbons o Intertor Date By interior-Date By D, By Z o Exterior Date By Exterior-Date By Set-up Paint Load i Isolated Footings INSULATION Date By = Date By Die SLAB INSULATION By FIRE DEPARTMENT > Foundation wails Fin Date By v Date BY Date By DECKS FRAMING walls Date By Date By Data By PROPANE TANKS PLUMBING "lt Dot`' By _..._,. Dote By OTHER Groundwork attic Date By Type Date By .,...s. ._. Date By D.w.v DRYWALL rye int Waco Wail Date By Date By Daie By FINAL INSPECTION d water Line Fin Soperation CD �6 Date By Date By Data By Co m O Pass or Request Inspect, c 0 Type of Insp. Fail Date Date Done By Comments co CD O or-I_ `c. 9-3 - $ cam.✓ �� v CD CD f/i M O 8 o_ 0 9 N O U) (D El - O M Building Permit # . 9 MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location `. This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection OK to e-- nt, ❑ This is not .a complete irispection Department 6u- Date Inspector ■ *U NOT M4 *V TH11 - T " ,��- Building Permit # 1 )-2-WX-©0'5'3DMASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location Z Gke.sC'�o e-c' 1�r This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Ite s Listed below must be corrected to gain code compliance i Lk L r e e ' You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ OK to / X,This is not a complete inspection Department �( Date r OK Inspector �--� Do * NOOT MOOV THU -0 TArw 1 Hinton—Bulkhead Replacement July 25,2008 Page 4 of 5 Site Cross Section C3 oyZ � h �� wo 0 6W8Of lzz M6Z isw2 E - I r gYwo oa}.""'Sff�Fw�oJv ME 0 J � W HIS �v1 Z N d T U �N V CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK THESE PLANS MUST BE MUST MEET r. 'NT ON THE _I )B SITE WASHiNGTO-'! - ftkq- _ODES FOR INSPLt-;-f-ION. • r THESE rt PL.AND M a UST BE �r ��" I a�dv� bN� ON THE JOB SiTE S P� FOR 9NSPECTlON, ROCK SIZES TO BE DETERMINED BASED ON WAVE ENERGY AND EXPOSURE. 1 3/4 OR GREATER _ 2' (min) � �o IIIII��I 1 OR GREATER 6 EXISTING NATIVE CUT SLOP mE, V1 MIN � p La LOC QUARRY SPALLS p p (I (12" MIN) GEOTEXTILE FINISH (�I= FABRIC GRADE \ =I I I II I I SUBMIT CHANGES FOR APPROVAL E I II I - PRIOR TO PERFORMING WORK PLACE ROCK ON FIRM UNDISTURBED SOILS 2.5' OR CONCRETE BASE 1 conditions of SEPA are re uired to be me r pproval of bulldie—adpermit SKETCH NO: PROJECT NAME: PROJECT NO: BY: DATE: Hinton Residence Hinton Bulkhead DCB 7/25/2008 CONSTRUCTION FIELD SKETCH: - ' BULKHEAD 5007 Pacific Hwy.E,•Sutte 20 PHONE: 253 896-1011 462-E. Chesapeake Drive Fife, WA 98424 FAX: (2533896-2633 Mason County,WA GEDT�GI-{NIC.4L Minton5.ChGS4aake0r.BH.dwg 25 Jul 2008—J2fi pm danab THESE PLAN:- ru1L5.k BE ON THE JC)E bi"E FOR tWSPECTION S-3 onox, co ��� c l�tjlcif c kc OPY d 13 MtJST THF—SE- P J013 SITE ON THE -TION i:OR 11'�SPP—C Documents atta ed to approved plans: Plan revi k ist. Pges Engineering: N Lateral rtical MUSY i,AEEI- umberof i VASHINGTO;'4s,I A -NT ODES A7 4. CHANGES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK APPROM MASON BUILDING INSPECTOR SUBJECT T�7_�t7VAX DATE r LC Rock Bulkhead Design and Calculations July 25,2008 Job Number: Hinton D.Chesapeake Dr.BH Permit Number: Bid 2008 00880 t - z; 718 Prepared By: GeoResources LLC. SS>0��,At_t 5007 Pacific Highway East,Suite 20 Fife,WA 98424 (253)896-1011 phone EXPIRES 10 131 IOy I (253)896-2633 fax W.Glen Coad,PE Principal Prepared For: Site Address: Mr.Dick Hinton 462 East Chesapeake Drive 439 NW 162nd Street Mason County,WA Seattle,WA 98177 P/N 12119530fA tge 9.5�p0�$3, # . MUST BE 11iItON THE JOB SITE FOR INSPECTION. Contents Calculations...................................................................................................................................................2 SiteCross Section..........................................................................................................................................4 TypicalDetail.................................................................................................................................................5 MUST MEET NT Hr� v G� WASHINGTO'°4 -TATL .ODES C -oR APPROVAL' SL)BMIT CHANGLS F WORK PRIOR TO PERFORMING Hinton--Bulkhead Replacement July 25,2008 Page 2 of 5 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 Buikhead(n): 25% Equivalent Fluid Pressure of Backfill(y): 35 pcf Coefficient of friction for rock to silty sand,DM-7,Table 10-1 (p): 0.5 Dimensions: THESE PLANS MUST BE T T=2.0feet ON THE JOB SITE 6=2.5feet FOR INSPECTION. H =Max Exposed Height=4.0 feet it- 1.5fw MUST MEET 'NT WASHINCTO,'J --TAT6 FADES Calculate Weights: T H'=H+1.5 _ T'* (p* = CHANGES f,yb3 lbs SUBMIT CHANGES FOR APPROVAL lir1 PRIOR TO PERFORMING VVORK W2=(B—T)«H'«z«(p*(1—n)) - AW= = I7S lbs Total= lr�-�Qj IbS Hinton—Bulkhead Replacement July 25,2008 Page 3 of 5 Resistance to Overturning: LMA=Wl*(2+(B-T)J+WZ*3*(B-T) MA = 2, (bZ. -. Ibs Overturning Moment: Equivalent fluid pressure=y=35 pcf 1 F, =2*Hz*Y = 2i0 (bz " H THESE PLANS MUST BE Ma=Fi*3 ON THE JOB SITE F, MA= i`73 14-165 FOR INSPECTION, Factor of Safety for Overturning: A MA I = =58 2.5:.o.k. M'A �H*Eq FP--i Calculate Sliding Resistance: Sliding force=F'R=F,= 7-80 (bs Resistance to Sliding(neglecting passive pressure): Total Weight=W,+W2= 11 578 1 o s Friction Force=FR=Wcor.,*µ=-781 t bS MUS l mix t iV e WASHINGTOi4-Tkf �.O®ES Factor of Safety for Sliding. F. i� CHANGES FOR f' A4 OORRK SUSM pERFORMING W PRIOR TO