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HomeMy WebLinkAboutBLD2010-00341 UILDING PERMIT APPLICAION MLA Review Type: 55 ype:I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD10-00341 Received Date: 9/27/2010 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 503-643-1039 4222 47TH ST SE AUBURN WA 980928443 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 01 W CONTRACTOR: MCDONALD EXCAVATING PHONE: (360) 765-3601 3280 DABOB RD QUILCENE WA 98376 Contractor's License MCDONEC993JJ Expires 5/18/2012 REPRESENTATIVE: MCDONALD EXCAVATING PHONE: 360-301-0778 RAY MCDONALD PO BOX 273 PROJECT DESCRIPTIOI, NEW RETAINING WALLS TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 112,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2009 OCCUPANCY: HEAT BASE. HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 TotaL--0 _-- Routing Dale: Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,060.95 LYK 09/27/10 120128 Plan Check $689.62 LYK 09/27/10 120128 State Building Code $4.50 LYK 09/27/10 120128 Total: $1,755.07 J SAIA BLD10-341 7462 COYLE RD MLA 10-355 \illI Approvals Req'd Prior to Final Inspection SEP RAP ZON SIPZ DPW -, i)./.\ 1 J L /// STRATUM GROUP x P.O.Box 2546,Bellingham,WA 98225 Phone(360)714-9409 June 23,2010 Jon Adkins Exeltech 8729 Commerce Place Drive NE, Suite A Lacey, WA 98516 SEE 2 7 20i0 Re: Geotechnical Analysis Saia Residence Quilcene, Washington Contact the 13uilciinz! Department at (360) - 379-4450 prior to main`, changes Dear Mr. Adkins: or revisions to the approved plans. I investigated soil conditions at the existing retaining wall/cut slope to the east of the home. The purpose of this investigation was to provide soil parameters and recommendations for the construction of a retaining structure at the site. I also inspected the existing shoreline rock and log bulkhead to assess conditions at the bulk head. Retaining Wall and Cut Slope The existing retaining structure consists of two logs stacked on top of each other. The logs form an approximately 3-foot retaining structure as each log is approximately 1.5 feet in diameter. The logs are supported by steel pilings driven in front of the logs. The slope behind the logs slopes up at an angle of approximately 35 degrees and is grass and brush covered and is underlain by a mix of fill soils derived from the cut slope above and native undisturbed soils. The top edge of the cut slope into the previous is approximately 8 to 10 feet horizontally from the logs. The height of the cut slope is approximately 8 feet. The slope above the cut slope slopes up at an angle of 35 degrees and is tree covered. This slope is underlain by very compact silt and fine sand that I interpret to be preglacial alluvial deposits that have been highly compacted by the overriding glacial ice. Site photos of the existing conditions are provided in Photos 1 and 2 and a cross section sketch of the existing conditions is provided in Figure 1. The existing conditions are such that only very minor raveling of loose material should be expected. Eventually the logs will need to be replaced in order to maintain the current level area between the home and the slope. The existing level area could be expanded by approximately 4 feet by using a 4-foot retaining wall with a 4-foot wide terrace and then another 4-foot retaining wall. This approach will require minimal design strength as long as the wall or rockery is properly supported or constructed. If a wider area is desired a higher wall would be required. The site is underlain by very compact preglacial deposits of silt, sand and gravel with silt being the predominant material. The preglacial soils on the site are capable of providing support for bearing pressures of 3,000 psf for foundation loads. June 23,2010 Saia Property,Quilcene,WA Geotechnical Analysis Lateral earth pressures which develop against retaining walls will depend on the method of backfill placement,degree of compaction,backfill slope,type of backfilI material,drainage provisions,and the degree to which the wall can yield laterally during and after placement of backfill. When a wall is restrained against lateral movement or tilting(rigid wall),the soil pressure exerted is at-rest soil pressure. Wall restraint may develop if a rigid structural network is constructed prior to backfilling or if the wall is inherently stiff or restrained from rotation. We recommend that rigid walls with level backfill and no surcharge loads be designed for an equivalent fluid weight of 49 pounds per cubic foot(pet). Lateral loads may be resisted by passive earth pressures developed against the side of the retaining wall. For design purposes,a passive resistance of well-compacted fill placed against the sides of the foundation or wall may be considered equivalent to a fluid with a density of 225 pcf. These values assume drained conditions that will prevent the buildup of hydrostatic pressure in the compacted fill. A safety factor of 1.5 is included in the passive resistance. A coefficient of base friction of 0.35 may be used between the base of footings and the underlying soils. If passive pressure is used in conjunction with frictional resistance to determine lateral resistance to sliding, 1/2 of the passive resistance value presented above should be used,since larger strains are required to mobilize the passive soil resistance, as compared to frictional resistance. Because of the slope above the retaining wall,the design of the retaining walls should include appropriate lateral pressures caused by any adjacent surcharge loads. For uniformly distributed surcharge pressures, a lateral pressure of 0.4 times and 0.65 times the calculated additional surcharge g pressureshould be added, for yielding and non-yielding walls, respectively. A maximum pseudo-static earthquake load of 0.3 gravity is recommended for soil seismic load. The backfill placed directly behind retaining structures should be free-draining sand and gravel with less than 3%passing the US No. 200 sieve,based on a wet sieve analysis of that portion passing the US No. 4 sieve. The lateral earth pressures recommended above assume drained conditions behind the wall and therefore do not include hydrostatic water pressure. We therefore recommend that a drain be constructed at the base of retaining walls with a minimum 4-inch perforated pipe surrounded by drain rock. We also recommend that the upper 1 to 2 feet of fill behind the wall consist of relatively impervious material to minimize infiltration of surface water. Shoreline Structure The existing shoreline structure consists primarily or rocks. The rock portion is in generally good condition;however, logs along the upper portion of the rockery are in poor condition.It appears Stratum Group File.5.30.10 9 June 23,2010 Saia Property,Quilcene,WA Geotechnical Analysis that waves periodically over top the rockery and the logs and have caused minor soil erosion just above the shoreline protection. Water also is getting behind the rockery such that over time particularly as the logs become more degraded fine grained soils will be eroded out from behind the upper shoreline protection and further damage could occur. Replacing the rotting wood with rocks along the top of the rockery will reduce erosion of soil at the top of the rockery. Raising the rockery an additional 2 feet above the current level should greatly reduce the amount of erosion at the top of the rockery. However,if the rockery level is raised the angle with the existing rockery front should be maintained versus simply placing the upper rocks as a vertical lift.I recommend a slope on 1:1 for the rockery lift. This will reduce the wave energy against the face of the rockery and within the space between rocks in and behind the rockery. The existing rock size on the rockery are suitable for the rockery lift at the top. These rocks should be placed over quarry spalls and separation filter cloth consisting of Layfield LP 400E or substantially equivalent material. The layer of rocks should be placed in as tight as a manner as practical such that spacing between rocks is minimal and with less than 15%total void spaces between the rocks. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our assessment please contact our office at(360) 714-9409. Sincerely yours, Stratum Group tots .� �, - � 1r, 00) er Dan McShane .G. M Licensed Engineering Geologist Daniel ikAcCi) Stratum Group File.5.30.10 SITE COPY June 23,2010 Saia Property,Quilcene,WA Geotechnical Analysis .401P:- A r''--•..,-.2 s c-t.z,,'''.-.: •kit- ,'-, . t , 1 - - 4;:.-.,i.,.'"• ,... ',-./. ,„.,,,..2.= ..4 ,...,, .-,.., - ' e• .-'"' , -.1.,..- .:=,,,, .;,_,. :_ --'.1-:,,,,,f-#4- ' -.- .-•., -- -.' - ''* _ 2_;:,,,,,.... 4.4:::, is' V ) ' -—,-. 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't 0 t'',--— ,0iob0;-1.: . .. 444.y.x--'.). .:1 • i" ..,I • ' \ . * ' • -, 4,t: '.. „ef.:xr:7:: :1..eiLkk,..,— -°.,. - • - , i ‘ . Photos 3 and 4.Upper shoreline structure showing rotted logs and erosion. Stratum Group File:5 30.10 4 EIITE COPY .3 c1 v � -I � T f `_ ' `, 4r �r- ! : \�. - N, s O ' y. 'fir Cx. \ , . .- _ . .. . _. __ -, 'ti, 1 —r- rJ \ • . 5 "f V t IIII ( L" c.J ^( — Q :% . ;„) ,F,.. 6 S tjr % i '4 SITE COPY C ON , • • L JEFFERSON COUNTY Sq �� DEPARTMENT OF COMMUNITY DEVELOPMENT `` • " 621 Sheridan Street• Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax ,SO$ www.co.jefferson.wa.us/commdevelopment N G Master Permit Application MLA: \O '335 Project Descriptionri (include separate sheets as necessary): C.riA511 ion. bF 419° N24'a,-' 1 t W�[1s c QN 5.iltz CU+dt"(y reSi(114.(..Z/ (fi• 'ack /Jhf� / Tax Parcel Number: /b 13 I-] I t)01 Property Size: An.^-)K . ZsClu-es (acres/square feet) Site Address and/or Directions to Property: iH6Z. Ce7ie- CcU,I -) i„fA- ely3% Property Owner(s)of Record: tit i c, c-i S,,,,;F Telephone: 7,c-" g 33-`)L rg Fax: — email: Mailing Address: 9 ZLL `-i')'"" 9. Sr AkLWn W A ep l�bti3 Applicant/Agent(if different from owner): ki,o..y /1M e 131141,1 L yrlc Oct.t Telephone: (.-'o` 3o I- 071 Fax: .—. email: Mailing Address: P.0. Q;,x 2r13 CZ,,[ca,,, i-- v/A `tg37t0 What kind of Permit?(Check each box that applies building ❑Critical Areas Stewardship Plan Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) 0 Single Family 0 Garage Attached/Detached 0 Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** 0 Change of Use 0 Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat"* ❑Home Business 0 Cottage Industry ❑Binding Site Plan** ❑Propane 0 Long Plat'" ❑Sign 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration"" ❑Stormwater Management 0 Shoreline Master Program Exemption/Permit Revisions** 0 Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment "May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference i Please identify any other local,state or federal permits required for this proposal, if known: I M`DvA�'X DESIGNATION OF AGENT I hereby designate s to act as my agent in matters relating to this appli tion for permit(s). ' OWNER SIGNATURE Date: (//1') / - O By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application that he or she wants prior notice. Signature: Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: G.\PetmitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 0 • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: R..0,-y MLGQ.-\tl - 11a,..,.0,itt Fx ,„h (36D) 3C 1 ^ 6,7,?e ( ) MAILING ADDRESS: P.O. go x 71 Q--t')G, " EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: ko , 5,,,,,;R,. — E%,c,1 1-e (•t t ,,6,.,)It PHONE (3( ) 3c 2_g Z / FAx:( ) MAILING ADDRESS: S'1 Lei C,,,ti,yrkrt,t." f L(.4. Alp" Ai( ( .��/ p EMAIL r,i.✓l;.'I_� Lte_cL..t0✓,, Project Type: Frame Type: Bathroom4: Shoreline: Type Type of Sewage Disposal: A New ii Wood Existing: LI Sewer ❑ Addition Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel 0 Concrete Total: Height: 0 Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition R Other:tA)IcALL k Bedrooms: Water Supply: t ,nil Existing: Setback: i-I Private well U Two Party Type of Heat: Proposed: 0 Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove I Woodstove I Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. ft 3.• ' Y;tf4�:i4 tM 4 4.. 41� x Square Footage Current Proposed Forpffi,ce2Use Only�s ,, ,y.,, Amount '4\�F ekisfon r Main Floor Heated {{ 3 EH Bld App Review: 2n 1 Floor Heated ,> -qg- Consistency Review: Z l 3 Other Heated Base fee: /D 60 '�' Mezzanine 4,,- Additional Section: / _____________ Heated Basement Plan Check fee: Q1 . r 7Z Unheated Basement State Surcharge fee: (� V ,2/r 5 O Other Unheated Pot Water Review fee: Garage/Carport - SUBTOTAL 20 y l 0 7 Decks 911/Rd Approach fee: ____________ Other , ( ( 5u, ILO TOTAL: $Z •,-� E Receipt Number: • Cash/Check Number: ESTIMATED COST(REQUIRED) ate: %-Z _(U .Fair market value of all labor and material oundation to finis v St I i e4✓"' 0 Cl AL 7 out-- \` nitials: -7 `} \-1-0-\'4x.14._ i),,v, 3s,c , G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc P:\2010\Coye Rood Slfe\CA00\SHEET 7.dwg, 09-18-10, 1:09pm,lbaroa, 24 —, o ra i - n � a z 2 aeeoB BAY --..1 Z N \ \ __---. ‘ 1_)- ..**1-'‘ -- ... 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