Loading...
HomeMy WebLinkAboutBLD2007-00098 • MLA07-00122 BUILDING PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00098 Received Date: 3/14/2007 SITE ADDRESS: 15 WHITE ROCK LN PORT LUDLOW, 98365 OWNER: ROBERT M SCOTT PHONE: 619-223-5180 ANGLEA M SCOTT 3549 STERNE ST SAN DIEGO CA 921061845 WHITE ROCK COVE TRACTS SUBDIVISION: Block: Lot: 7+ PARCEL NUMBER: 821265007 Section: 26 Township: 28 N Range: 01 E CONTRACTOR: BEAR CREEK BUILDERS PHONE: 360-277-3163 PO BOX 249 SEABECK WA 98380 Contractor's License BEARCCB950OR Expires 9/19/2007 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR W/ATTACHED GARAGE &A/G 120 GAL PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 724 VALUATION 82,052.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: 536 SHORELINE: CONST TYPE: GARAGE: 840 SETBACK: DECK: 101 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: 1 Prop: 1 Total: 1 Total: 1 Routing Date: -1 )41O -1 Type Amount Paid Bv: Date: Receipt: Approved/Date APPROVED Total: SEP I A 2007 Jefferson County Planning &Building Department Jefferson County Building Di ion Permit Num.: BLD07-00098 Applicant: SCOTT BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2003 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Erosion Control Foundation Footing S t:? /�!o %�FFEk? a� T3flJ� �Evst�'fSo:c ,BEd p Footing Drains Foundation Stem Wall /0/47 Underground Plumbing ///14/07 — 0Ok Under Floor Framing �J� Straps(hold downs) 4241.7 o4 Ext. Shear Wall Nailing ///iQ/0 01 Rough-in Plumbing 2//2/ 740/ /4.B.S AQ /0//7 if/ Framing Airseal /4/07 Insulation:Walls /z/67 fruh�Ij Insulation: Floors ` /. //61 bK Insulation: Ceiling /_ # „ L el( Int. Shear Wall Nailing j,/�g/6, # D� Wallboard Nailing / ,8/,7 Gas Line: Interior 01( Gas Line: Exterior /z/12/4n /f/i Ov Propane Tank e3%sa Heat/Chimney Clearance Drywell/Alt Drainage Address Posted 1/t?4/D8 *- FINAL INSPECTION //86/6g 6L �i' .. G/p FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD07-00098 1.) The application was reviewed by the Jefferson County Department of Community Development staff on April 4, 2007 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review, the following ESAs were confirmed to be present on the subject property: Shoreline Designation - Suburban, Wetlands (mapped along shoreline), Seismic Hazard Area, Landslide Hazard Areas - Slight, Moderate and High, Susceptible Aquifer Recharge Area (SUSC), Coastal Seawater Intrusion Protection Zone (SIPZ). 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas are defined as Seawater Intrusion Areas, and Special Aquifer Recharge Protection Areas and the following land uses located within Susceptible Aquifer Recharge Areas (1)All Industrial Land Uses (2)All Commercial Uses (3)All Rural Residential Land Uses requiring a Discretionary Use or Conditional Use Permit(4)All Rural Residential Land Uses with nonconforming uses that would otherwise require a Discretionary Use or Conditional Use Permit(5) Unsewered Planned Rural Residential Developments (6) Unsewered residential development with gross densities greater than one unit per acre. All of the above listed uses shall be subject to the applicable requirements and standards of the Jefferson County Unified Development Code. 5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 6.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine (Pinus Contorta), Douglas Fir (Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock (Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa), Bitter Cherry(Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow (Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Salal (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant (Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry (Sam bucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 7.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater suitable for public consumption without significant additional treatment and cost. Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for individual wells in Jefferson County. New development, redevelopment, and land use activities on islands and in close proximity to marine shorelines in particular should be developed in such a manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer. 8.) The parcel is located within a co.SIPZ (seawater intrusion protection zoneficording to the County GIS map. There are voluntary and mandatory measures identified in the Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23, 2002) that apply to well drilling proposals and building permit applications on existing lots of record. A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet. 9.) A vegetative buffer of 40-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 10.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 40-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed garage and residence. 11.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC)Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 12.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 13.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 14.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 15.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 16.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 17.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 18.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 19.) The revised site plan as submitted on March 12, 2007 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 10, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 20.) This approval is for a single-family residence and attached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 22.) Not more than 2 unlicensed vehiOshall be stored on any lot unless totally slined from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 23.) Setback from White Rock Lane right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 24.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 25.) Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 26.) Residential developers and individual builders shall be required to preserve shoreline vegetation and reduce the associated risk of erosion during construction and any future activity which may impact the stability of the shoreline. 27.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 28.) The building height is not to exceed 35 feet. 29.) This is a legal conforming parcel designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 30.) A septic permit(SEP06-00345)was approved May 9, 2007 for a capacity of 480 gallons per day. 31.) The development will be serviced by public water and a well will not be utilized. If a well is required for potable water the applicant shall meet all of the Aquifer Recharge and SIPZ conditions. 32.) White Rock Lane (P315) is a private local road. A road approach is not required. An address of 15 White Rock Lane has been assigned to the parcel. 33.) A minimum of two (2) on-site parking spaces is required for the single-family residence. 34.) This parcel was created through White Rock Cove Tracts under AFN 317793, recorded October 25, 1988, Volume 9, page 186 with the Jefferson County Auditor's office. 35.) Stormwater shall be retained and infiltrated on site. The owner shall control all sedimentation and erosion on the property. 36.) A stormwater plan was reviewed and approved by Stratum Group. This stormwater plan includes a tightline to the shoreline. PRIOR TO SCHEDULING A FINAL BUILDING INSPECTION, THE APPLICANT SHALL SUBMIT AN ORIGINAL LETTER FROM STRATUM GROUP WHICH STATES THE STORMWATER FACILITIES HAVE BEEN CONSTRUCTED IN COMPLIANCE WITH THE APPROVED STORMWATER PLANS. THE LETTER SHALL FURTHER STATE THE PROJECT IS IN COMPLIANCE WITH ALL CONCLUSIONS AND RECOMMENDATIONS OF THE GEOLOGY HAZARD EVALUATION AND ADDENDUMS. 37.) This projects meets or exceeds all performance standards listed under the Shoreline Management Master Program (JCC 18.25.410)with the exception of the shoreline setback which has been addressed in the finding above. 38.) The proposal was reviewed for consistency with the Shoreline Management Master Program Section (JCC 18.25.090 (5)) and found to be consistent. The proposal is (1) a single family residence, (2) does not exceed 35 feet in height, (3) does not involve over-water construction and is located landward of the OHWM, and (4) meets or exceeds all required setbacks as set forth in said SMMP. 39.) The discharge location shall be ape the Ordinary High Water Mark and shalaintain a diffuser tee to dissipate the energy of the outfall. 40.) Prior to commencing development activity, proponent is responsible for informing the Washington Department of Fish and Wildlife (WDFW) in order for WDFW to determine whether this action is subject to the Washington State Hydraulic Code (Chapter 220-10 WAC). Hydraulic Project Approval (HPA) is required for all hydraulic projects, which are defined as construction or performance of other work that will use, divert, obstruct, or change the natural flow or bed of any of the salt or fresh waters of the state. 41.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. 42.) Evidence suggests that the bluff area related to the parcel in question is subject to erosion and mass wasting. Vigilant maintenance of the stormwater runoff tightline to the beach is important to avoid a negative contribution to bluff instability. 43.) Stormwater runoff tightline piping can be subject to weakening through ultraviolet radiation exposure and mechanical damage due to trees, rocks and debris. A more durable material for the tightline will provide greater defense against the elements. 44.) The applicant/owner and all future owners are responsible for maintaining and protecting the stormwater runoff tightline to the beach against damage due to normal wear, weather exposure, and/or trees, rocks and debris. If and when damage occurs to the tightline that renders it ineffective, the responsible party must execute the necessary repairs as soon as possible and no longer than 30 days. 45.) The stormwater runoff tightline piping must be composed of durable material that is resistant to weakening and damage due to time, weather exposure (including ultraviolet radiation), and impacts from trees, rocks and debris. The corrugated plastic material used for tightline construction in the past is no longer acceptable. More durable plastic or ultraviolet radiation-resistant flexible rubber material shall be required. 46.) The stormwater runoff tightline shall be designed and placed in order to minimize visual impacts to users of the beach and nearby waters. 4�.¢,gorr c0,s� JEFFERSON C VTY - III.A DEPARTMENT OF V MMUNITY DEVELOPMENT i` , ` '44 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax r 1,&BING`I9 www.co.jefferson.wa.us/commdevelopment 1 2 hi! 2Uu7 ' .. '..; Master Permit Application i i I MLA: .0 as Project Description(include separate sheets as necessary): ---i ekr-Lit`J21_ '- -r IPk. LIIAi-3 5n .0 i v✓Z--. Tax Parcel Property Number: d I- 60 - d0'7 Size: ram-eo S A-GR.E.5. (acres/square feet) Site Address and/or Directions to Property: #/.. .1'J /7. '< - / A) Property Owner(s)of Record: ,'oPJ s v 4-W6 EL,At O77- Telephone: (o f 9-z z ,- j MO Fax: �57 email: Ro' -�71" 53@� Gp1r7 Mailing Address: , 4-4 ; 7.-X8 -r- JU t/ mil d.,4. • 92ID(o Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: Whet kind of Permit?(Check each box that applies) fiBuilding 0 Variance(Minor,Major or Reasonable Economic Use) ❑Demolition Permit ❑Conditional Use[C(a),C(d),or C]** Single Fam' 0 Discretionary"D"or Unnamed Use Classification Garage tt shed Detached 0 Special Use(Essential Public Facilities)** ❑Manufactur ome 0 Boundary Line Adjustment ❑Modular 0 Short Plat** ❑Commercial* ❑ Binding Site Plan*' 0 Change of Use ❑ Long Plat** • 0 Address 0 Road Approach 0 Planned Rural Residential Development(PRRD)/Amendments** Propane 0 Plat Vacation/Alteration** ❑ lowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/permit Revisions** ❑Stormwater Management ❑ Shoreline Management Substantial Development** 0 Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance 0 Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment 0 Forest Practices Act/Release of Six-Year Moratorium *Ma re uire a Pre-A lication Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permits . OWNER SIGNATURE ( ) Date: 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 it's 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 attorneys 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 r red later inspections and right of entry to this property shall be requested and shall occur only during regular business hours. i '5117* Signature: - Date: 2 �'�r:: 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 SA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even• ou are in compli with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-tran e npibility ,,.- - d complying with the ESA. The Applicant has read this disclaimer and Signature: `- �, signs and dates it below. Date: �) '-)a -CCc G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc OWNER BUILDER STATEMENT • The signer of is s nt does herebrtify they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be a r p uity of Gei €ontractor for the proposed project., Signature: --� ` ' /:,/6 Date: '- 3`{ 6<0 GENERAL CONTRACTOR PHONE: FAX: VAL., QLI-)J;f eAr_Ciass?‘ SoiL$Erz$ LLL< (3(Po ) 277- I623 ( ) MAILING ADDRESS: 456 714EZ LAe., 7Q O J-5E/ 1z EMAIL: CONTRACTOR'S LICENSE P.O.PAX 244- sE.`rK. c....v... W,&• WAINS NUMBER: ,E, -,4g ( `jSQesje- NUMBER ARCHITECT/ENGINEER: E L M, -51ars,a,,U�. j' - PHONE (54,e, )341- fd . FAx:(3t d)644-, i J- MAILING ADDRESS: Pd•66X 2.5 2 GL,jktr7y )Gt.44.(7g , EMAIL 5 51 GUS @. 11.1 �Coin Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: yi New Wood Existing: 4 ❑ Sewer ❑ Addition 0 Steel Proposed: ` Bank 0 Community System O Alteration/Remodel 0 Concrete Total: 1 Height: '$Individual System ❑ Repair 0 Masonry t SEP Permit# oca 345 O Demolition 0 Other Bedrooms: Water Supply: Existing: d Setback: ❑ Private well 0 Two Party T of Heat: Proposed: ____I__ 4o,° '' 'm )• `(Public YPe SliSC- _Total: _ _i__ `fO'AcrU4L Name of System: WPrrEr__ " SAY Wki ' rElvi . If this is a Commercial Protect 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: Underground Tank `t Above ground Tank Size of Propane Tank: .--I VG 4AUo&) ' 't r U Heat Stove Ili,Cook Stove 0 Woodstove Fireplace Insert A Hot Water Tank 0 Pellet Stove 0 Other Is this appliance being installed in a Manufactured I Mobile Home? Yes / No When applying for a 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. OU Square Footage For.Office'Usei Onl `, - 46` s Current Proposed E/kF R Eel Amount.- s Main Floor 724- l Consistency Review 2""Floor use : .,na . 3rtl Floor Additional Section: V Mezzanine: Plan Check fee: —6-!. 51 Heated Basement State Surcharge fee: -.9 , 50 - Unheated Basement Pot Waterw fee 0 t 4 Yv.. 3 : 'rR A Other Unheated , 1 3 z�a'1 919/Rd Appj t fee.. E xc--^-) " ;" ;3 ti4a' Garage/Carport C TOTAL: �'. __ F;fir Cist,)--1,6/Th.,._(z I Bio Recei t Number 5 ' a 4 Decks 'I O I .e�-1•_� p S ` � r ' Other phi r - 303 a ., Numbetr ar /L ,, ~ •. ` \' a. :,-ii,--.--:,:- r ESTIMATED COST(REQUIRED) + l' I I-� I09 u .Fair marke �ralue of all labor and materials nda to finish 1� 3 ( a osa e Itials:: MAR 1-2 z5O i ' ; G:\PemutCenter\FORMS\DRD FORMS\Master ennit Application 7-8-04.doc . •"Y l • _ , JEFFERSON COUNTY �i - �1 t i "". 4. DEPARTMENT OF COMMUNITY DEVELOPMENt MAR 1 2 2007 . Li 1 621 Sheridan Street • Port Townsend •Washington 98368 �� 360/379-4450 • 360/379-4451 Fax 4.,4_1Pitiihol 0 http://www.co.jefferson.wa.us/comrndevelopment/ 4;r, Y0PatNi STORII!)) AVER SITE PLAN SUBMITTAL TEMPLATE E MLA# ' I r %. V 9 8 PROJECT/APPLICANT NAME: 4 A4 7 IFFrf 7 I Please answer 9 of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. .De,j a )A�, 1/ J 4ARAC,E.f gje/ik4+L pv , Avg uu ems' 7 MUGS• Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 51.4 pi FRoFezr 1rzo m i A -AD) :17-44.17 Thu- ) Ta -4-let -1-1-E.- -Ar .L rizo r-) 5 iTh TU et-t F i (721.5M,X 617 t o 1-fy_ 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. FEKr5 — Q c.,L �fz_1ZI£j - 15.e,u fi cEdtAfe_. r4L .Th "r1 4. Describe the existing soils. Indicate soil type on the site map. -Mr Co" Ld,4-m - CLA'1 .4A'L m/xED Zeus,Ai LOGO itIRFAC,a. Q•a6C IAZ 7776(.. coos/s771.4 eF uevTiear7F/, dLAV) I27; SA up duo 4 14e_ (FJm 4e.e.604i c EYALu.671oQ) SEE. A7Ya,4- 7 lie- 5. Describe the existing site hydrology(i.e., drainage;behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. �X15'r-fluc, 1712,60NA4a 1s' OVER. A/QV LkYeREn EELdtL Tik 1!)L)iF la1246 TaooV G',4E1 ,,,. 6. Describe any excess levels of noise generated by the proposed use or activity: APPROVED STOKMWA"Ii R PLAN SEP 1 0 stormwater site plan template—rev.10/1/2003 5 JEFFE Nr DEPT.of V Alit SIGNATURE: l • 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. /4-rr f-lam 1\4A/1 8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wetlands,lakes,steep slopes,etc.). ,pt)fir VA:1 L.s , l 7 fl7,4 L IX> TowAigv s Tt L.c Si m i LA n Ta 116 T . t b)4rr . 1Zoc,V I.._.AU& Auk ?Al2,&vt- 12D,41, EcJ-I CIS GT T 1S 1 1 - - frac' 7' SLaFMS Ali:wi rnATEL./ /5% arm tri t-ra gresaK LlsNE Tv EVIL-PPG /Ta- ,+Cum m ,ekzsa oP- sLo�t`` T6 Permanent Stormwater Control Plan 23 Lai Fr 174E• This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g, Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. (1.0 E.XI1) 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for large"projects or projects that involve the potential for dispersion of contaminants.] • 11. Describe the performance goals and standards applicable to the project. JIB 12. Describe the flow control system. fit Tors, o c: storrnwater site plan t.nplate—revl1601,3OS 6 TiolU01 iRC32>b3 l'i it tloaktitaliViti 1111Vda.:i'u')-14) ii 1 4,.,,11A1NiI.? • 13. Describe the water quality system. i At ;r it MAH I Z ')rlriir „ Y i1 v'v "Y Ui.V uU! '.1[N 1 14. Describe the conveyance system analysis and design. `¢ TD Dcyi )4T9t.. -fl4 TLi1)6 'orn •Pwu o0rs AOP CLgiu '-Ai°) Ta eerrn of eLjFi= - 4.6 CAL 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. Top So'1,. roe_ Lffl -cf{eoVS , 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. I J•4-- 17. Describe the proposed surfacing material. N.A. • • 18. Describe methods for restoration of the site. NA - • 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. k/A • 20. List ere and include any special reports or studies conducted to prepare the Stormwater Site Plan. •>4r. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. N l 4 stormwater site plan template—rev.10/1/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I-CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page 2-15). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. 1.)o cLEktizio& iv a ea.rerporg_to i5evo» Avgi-iai-) r o'iC"t11€ I L flI uC ?ai'1 e • `T11 i 5 Al 16 VR£SE T[`1' o1 • 2. Establish Construction Access. E-)C.I LY1 V?ti7( 3. Control Flow Rates. V.A. uo 5-14uI.Pc A-mavtirrs' r-Laco d >? 4. Install Sediment Controls. 5. Stabilize Soils. k. r 5oi LS Age. Y &%)c P v A a) Qv PEA) � r oiLC Zo o • 6. Protect Slopes. 4/o 1k)azZK t, )I 2 BE . 1.)L Dll) 57 7. Protect Drain Inlets. .5V1Z7cc6 7 7 )QS 1/GL . .1.2 . - EX/-$71, VP/l.6 tD 5Y I 5 442,VEC. stormwater site plan template—rev.10/1/2003 8 • • 12 Required Elements—Construction SWPPP(continued) 8. Stabilize ghannels and Outlets. iJo ,out y' -06‘ -v F0PF tbar bsrr b >-b� /Ei(1 ST d ,JJ71g1 V WA( 9. Control Pollutants. ,n; � l 10. Control De-Watering(the act of pumping groundwater or stormwater away from'an active construction el �• Gt1t_LG wT .F_�,s -� ti ;7� �1_OP�:1 NT 11. Maintain Best Management Practices(BMPs). 12. Manage the Pro'ect .I 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). C b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yar ). 001� C,Xc/4 l.._ • 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. ce4mAL stormwater site plan template—rev.10/1/2003 9 • • b. Description of special requirements for working in or near a ronmentally sensitive areas. -7-o 56 Au27 S 1 Z i s 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). JUd ida 5. Construction Phasing. a. Construction sequence b. construction phasing(if proposed) • 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. JvrJt.- SEPTaooCe II. Wet Season Construction Activities. a. Proposed wet season construction activities. 10/m b. Proposed wet season construction activities for environmentally sensitive areas. )1/4") /14 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. 12-Ot Anic-0 i4.n zLA SCoz b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. b. Diversions. xl.A. c. Waterways. IU.A. d. Runoff/Stormwater Detention Calculations Al.A stormwater site plan template—rev.10/12003 10 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 3/,/,6 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: 12 stormwater site plan template—rev.10/1/2003 .f • • October 14,2005 Parcel#82165007,White Rock Lane,Jefferson County,WA Geologic Evaluation of Shoreline Bluff SPECIFIC SITE OBSERVATIONS • A sketch map and cross section of the property with pertinent features indicated are provided in Figures 2 and 3. The property is crossed by two roads, White Rock Lane and Paradise Bay Road. The building site on the northeast portion of the property is accessed via a gravel driveway off of White Rock Lane. The building site area is located on a level to very gently sloping area adjacent to and above the steep shoreline bluff slope on the northeast side of the property. The width of the very gentle sloping to level area is approximately 188 feet. This area is mostly grass-covered with a few scattered trees and areas of brush. The upland area of the property continues to gently slope up above this area to the southwest. The level to gently sloping upland area is underlain by glacial till. The steep shoreline bluff is approximately 60 feet high. The average slope of the bluff on the subject property is approximately 65 degrees. However,portions of the bluff are very steep and in some areas are vertical. The uppermost portion of the bluff is underlain by glacial till. The approximate middle third of the bluff is underlain by very dense sand and gravel and the lower portion of the bluff is underlain by very compact silt and clay. The slope is covered with a mix of trees and brush With alders being the predominant species. A few areas of bare soil are present on the dose to vertical sections of the slope. Past shallow soil failures are evident on the steep shoreline slope of the subject property and on the shoreline bluff in the vicinity. No deep-seated large rotational slides are evident on the property or on any other properties inlhe.vicinity. The beach at the base of the bluff consists of a wave cut platform beach on the underlying very hard clay covered with a mix of cobbles and boulders eroded from the past failures of till soils from the top of the bluff. White.Rock, is a large glacial erratic boulder just off the shoreline from the subject property. The beach conditions along the section of shoreline are in a fairly natural condition with only a few properties having shoreline armoring. . Several relatively recent landslides are apparent along the shoreline bluff north of the property. All the slides appear to be primarily the result of erosion at the base of the bluff from wave action. As the bluff becomes oversteepened the lower slopes fail first and overtime the slope failure progresses up the slope to the top of the bluff. All the landslides observed appear to be shallow slab type failures involving only a few feet thick sections of soil. The toe of the bluff is underlain by very compact silt and clay that is fairly resistant to erosion. Wave erosion at the toe of the slope is limited to periods of very high tide combined with storm events. Wave size is fairly limited on this section of coast as the site is located in a fairly well protected area of the northern part of flood Canal. Hence the shore in'not open to any long fetch Stratum Group ' --�! .. . ,.file: 12.30:04 1r — - 1 • 3 12 LJI 1 _ J 1EN1 . . ... . . _ • October 14,2005 Parcel#821650073 White Rock Lane,Jefferson County,WA Geologic Evaluation of Shoreline Bluff that would generate large waves. The only appreciable fetch for'wave generation is from the north. - CONCLUSIONS AND RECOMMENDATIONS Based on my visual inspection of the subject property and vicinity, I conclude that a residence can be located on the gentle sloping upland area as indicated in the site plan sketch. A residence located at this site should not-be at risk from bluff erosion or landsliding that would threaten the structure within the expected life of the structure(75 years) as long as our recommendations are followed. The residence should be located at least 40 feet from the top of the shoreline bluff as indicated in the Site Sketch Map(Figure 2). This distance will be adequate to provide protection for a residence for at least 75 years. Please note that this setback distance may be precluded by shoreline setback regulations, which may require a greater setback. Development of the subject property will hot cause any negative impacts on the stability of the slopes or the shoreline bluff as long as our recommendations are followed. A deck may be constructed within the setback from the top of the steep slope as long as it is not an integral part of the structure of the residence. That is if a slope failure occurs, the deck will detach from the house. No debris should be placed on the top of the bluff. Thinning and trimming of trees on the bluff slope and within the setback area should be limited to topping of alders and maples and limbing for view corridors of Douglas fir and cedar. Any debris from thinning on the bluff slope itself should be removed from the slope. Storm water run Off from the roof gutters should not be routed towards the bluff and should be ' infiltrated into the ground in a dispersed manner either north, west or south of the building. This site will qualify as full dispersion site as long as at least 65% of the tree canopy on the upland portions of the property is left in place. The septic drain field should not be located within the setback area. The addition of water from the drainfield outside the setback will have minimal impact on the hydrology of the site and will hot pose a risk of causing slope stability problems. a. CLOSURE Please note that there are inherent risks associated with lots near or adjacent to steep slopes. These are risks that the building owner should recognize and be willing to accept. If conditions File:'12.3UZ14C' �1; - —� Stratum Group i ; w1 4 1 I 1F-r1i Nf n T rI "A Z o S gi © pr �h s1 O To �N 0 Ili. ,d 19 • _ ri ,./N 0 . i.71.1 a ni. 'N) 0 n in > • �r Jam/ . 1 0 Ate _ Sal' • I , . IIIII ' ' 1:! iiU# I • k 1 .nP.l4; I '11141 (.I a 1IIC't i :1�1111,0 ' ilfei 0� o s- r-j [-- i t3 a ��.• • _ Ss. ; i. EN c ' r\D (0 . -.1r : �S^ (f) - CD 1 TI O C U) fir `_ . �+,if f.1 C) ;1 f r+ �,,, L, 1 V i t �� O l- - . . .. . . ';T Jc 'ELO.Pi.iENT J;. . • • STRATUM GROUP 1451 Grant Street,Bellingham, WA 98225 Phone(360)714-9409 January 24, 2008 Rob Scott 3549 Sterne Street San Diego, CA 92106 Re: Addendum to Geology Hazard Assessment Tax Parcel 821265007 Port Ludlow, WA I have previously reviewed the proposed drainage plans for the development of the property at 15 White Rock Lane, Port Ludlow, WA. The proposed drainage plans were consistent with my recommendations for site drainage and will not pose an increase in risk to slope stability of the shoreline bluff. The drainage line from the proposed building are to the base of the bluff has been installed in a manner consistent with my recommendations. Stratum Group appreciates the opportunity to be of service to you. Should you have any questions regarding our reconnaissance please contact our office at(360) 714-9409. Sincerely yours, Str m Group Dan McShane, M.Sc., L.E.G. i , - 1' Licensed Engineering Geologist 4, 6 et. ,, C aniei MS 1' ECEIVED JAN 2 5 2008 1 \; \. �' 7-6! (� -�11-DN��y�" Z C• �o oDD �pZD' o �/� � U1000Z0 CD�ZZ• • - • .. , , cf; Pc)c) ) ),_,.13:) ,-1 �C . .• • yc., �� ���� • y y ��Zo • r (I) yyDy Li NQ, � �, r �0y o°�y O � � v� N� O (/) 4<:› Z ril o�Z D RI nZo r r�� ZooVo-ri Ill ��_ r• �r^^ Rn o D c)ri11 ni 1 v y to 0 �r yp)� vJ Or 1 O `0 v y 0 TT` ADD v r �10� N y s 7�o�m� A I • 0 ►: z .� n O o 0) o z�y� mm� c y � R� 1��n2 R1 Rly To r Z Z m o 2 OnRI p C • y I \ Libm O �\ �w '/ ' \ �. \ \� V V i .. O' • \ �� \ \ )3x o� Cy )313\ D • \ Zp ‘r- \ • ni O , \ \ 9 \ \ \ 0 is, 0 p '�O \ `' < OF -• , \ \ Fs 0,_._ CT m mirat - 0' e, \ m aci ��� \ 8 1.-a cf, n � �� `�' i 2 ? y o 0 0 0X% \ O OD 10 omz fib m A !" a m% �ilsj \ Q Q O ' / Q O n N tToTP: + \ '� yy + /` co k 18 / O �1 RNj O 0 ' zg-(C. 4 •N '•� li pp `4. " per; v•• ':�iico \= [1 1) 7:1'.., _41 \ 1"...;',...t .,'"1 w p �. _" w r40 6 �_ \ / 1 . = a''., D \ b R,,kNo .-.,...,„„ -.... . ` .-•,, a1te pi47 t, . ,....i �, ,,.. 4. �1, 44 Mr i I 4Ot 1 �cf 41! r Ilfi ./ .,, • Ti � li./7/ , , I I: `4 �Ni�f• . , ._ ____ , . i1 4 a \ Ai.' \ A. I. • `f4 ai, \ 1 1,, 1 fi r �..... t \J I- * 4 i i.' . ' 1 L J _ t f r 11 A Ik - r. I ' —F ti --1- _ . -- .. • Ikb. IR i tv> 1 ; �i A :t l i UI. U l • 11 •I, 1 ir h1 t I , . I I 1 mil; _ n N,,ik,'. ,:',--. \'\ ! ‘ il.„. ::...........it____,'"'...1 ...... '. :N. '2.,,,l''''1''''. :.:1.1 ......".4t':1; , lir,' ,,:;,. :' : ..11'1' . ;'''' „..'' it.,Il.'' . +:1 .:'''.,. 4-:,!r : L , ._ _ ' } ::, �y ► 4 - '• y�L�.� fir ""-- L._ 1 !• � 191s , I �— . 1 ; j I i li I�' �O � • Iir., r U 1 r . (ti m 1 .4 .1 • II r--! i lili 1 / I1 , , ...,, ., IMP +.' � k, } 1 l 1 i, i FT{- f Y ij1 r tir. 1::„.11,,,,,c4t ' I1 } �I;TI ',!..' ',j1. i..�.:;i ��,� r �• . j��l _ _ ...� r !I - -- r.-... �.._ -rv �wt ,��. { I r � t''`` ipyrI ,.. .1-4 -,,, 1 1 r E If , i i it I 1 , •i_l II , liket;-, L. . ii I; ;i '.1 i i M 1 II , 9' • t t lik /� //I i II.; .46' kl';'t r 'lit. 11 0 , i rip --_......, o ( • ti' , I' -_ ...4i Ai 1 ,.'il • . : , -7..., , • _4:_tt_Li _i i-11 '' if' I.' . ..--. jr.'!1 ,1.,"_ 4,1 "-I.:. . ,,: ,. I 1 1i „ 1: 1ll I. Ste- pp ._..—.1..-_. ,:-- ._ _._. AI 1I • ' , _ r I 1 ' tie ' I t 1t. } 1I fltl _ QO . �j sl • _ __ I t 1 Z _ t � C) ill I I i �'' i. a — i 1 141 Y III ►r �S + j4 F f►►1 5 ta ' , i:1- , , 1 1 .4", ,1 • ; , ,: : '41:'` I , 1 1 , • • 1 : i 1 tAihh., I I . 1 ' , , '1 1 I 11 Q 1 • a 1 E • i 1 . � 1 i tp, !". \iI *� I It r • 117 Lul , I , I .. irts --4 ri . . ; ,, i - n 'y^1 r III � 1 N i i f . ��� � �samir bou -Z u dnin u If # 11mul Ertel'" M z a 1W ✓ c " z W ° 3 1 ' � V AFrWarir-r �Ey. �E�►T' � / '�' � I� ��� � % �a�r',�ox� a.-t-� L r/./ r��� -rnl I AL ��fG i ./ - l o% �E!aEK✓E, � �'',' �(/ � \ `•\\•,r�:,�) ti�.r� I � -; � fur-r5' �ab�r2.' r�i I c /j��� \ \ � DFo.I/✓F / r • h - . ,�-' SE�1G T'Ad1� � U� ii f � �' I 3' / f / � i��%fir Y, .�1�,yt / �T ,-fX� �"� - � aI � a1_,•.�__� �, � J �� D ; � � r/aYv � � � f / ; :•{ .� ' �� may• ?— v — � 7" c,/JG l g O ,,.•-�-� , ., r-� r ax /STIR T�•�s � /1 � _ � ' � ' � ' n - / 4 �� _ . �� r..n.r>��i�oorrc plA'. (ta•tr� M.1v� � , ' ! i ,•�j sx/ST .. �xr�r• ��Rs . f ,/ r. ��,P�r & �arC• cez �• �° �Toz rr�,�.Te� .n4tH-L lw ✓ To 7ia I /• N h aF Y�LuFF (CONNi=�T L r,.,7=. 'To 8X/57: 7•brm �orzr W s gyp' % T� S Cy4L� - / l�r r5la LY i ,I 't T 0� �C�L �E�c7L/3'n 5ij : PAL #7 '',(x/ a - �{zf,cTS . r/--•�av 2co 'T 2.P rcJ, R I � , JEF�•R �tl CaUIV7'Yi GJi4Sf///JGj'j.O l ^ MAR 12 2007 , V Y DEVELOPMENT I � I C Z � C V 1`; � N u.•o � �• M M � Vi M p� N OC OC �.^. �1 V' Z Vi .� G T L w � 'c f� uj °_O c� mnv U Ue° C'y < bn � 40 LLB en c .3 / 7, Urt