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HomeMy WebLinkAboutBLD2007-00424 411RUILDING PERMIT APPLICATION MRL0700438 Review Type: Jefferson County Department of Community Development 62f1 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00424 Received Date: 8/2/2007 SITE ADDRESS: 82 BROOKSIDE ST CHIMACUM, 98325 OWNER: BRANDON & CORY FERENS PHONE: 360-554-8083 191A LANE DECHANTAL PORT TOWNSEND WA 98368 BROOKSIDE ESTATES SUBDIVISION: Block: Lot: 3 PARCEL NUMBER: 936500003 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW SFR W/ATTACHED GAR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,620 VALUATION 112,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 576 SETBACK: DECK: 72 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: PUD BEDROOMS: BATHROOMS: Exist: Exist: Prop: 3 Prop: 2 Total: 3 Total: 2 Routing Date: aka -� Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,060.95 CJZ 08/02/07 97449 APPRc \JEEJ Plan Check $689.62 CJZ 08/02/07 97449 State Building Code $4.50 CJZ 08/02/07 97449 CFP Potable Water Application $58.00 CJZ 08/02/07 97449 Total: $1,813.07 Jefferson County Planninr & Building Departmem • • (CONDITIONS for Building Permit# :BLD07-00424 1.),4 PRIOR TO OCCUPANCY& BUILDING FINAL, FINAL APPROVAL OF SEPTIC 00 SEP05-77 IS REQUIRED. 2.) MUST COLLECT AND DIVERT ALL SOURCES OF DRAINAGE AWAY FROM SEPTIC TANK, RESERVE & DRAINFIELD. 3.) A MINIMUM OF 5' MUST BE MAINTAINED BETWEEN BUILDING FOUNDATION AND EDGE OF SEPTIC TANK OR PUMP CHAMBER. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on September 6, 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 and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type 2 Stream (Chimacum Creek), Seismic Hazrad Area, Susceptible Aquifer Recharge Areas. 5.) 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. 6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 7.) 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. 8.) A Type 2 Stream (Chimacum Creek- Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 150-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 9.) Stream Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 10.) 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 plicate), 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 (Salix lasiandra), and Scouler's Willow (Salix 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 (Sambucus racemosa), Snowberry(Symphoricarpos albus), Evergreen Huckleberry (Vaccinium ovatum), Red Huckleberry (Vaccinium parvifolium). 11.) The project components are more than 250' from the mapped/identified wetland. The requirement for a wetland delineation and report is waived based on maintenance of a 225' buffer from the wetland per UDC Table 3-3. 12.) The project is located in close pr ity to an identified wetland and is subjectie delineation provisions of Section 3. .9 of the Jefferson County Unified Development Code. Based upon the proposed location of the project in relation to the identified wetland, the applicant has agreed to maintain a buffer(setback) that exceeds the standard buffer requirements by fifty (50) percent. The applicant acknowledges the additional setback and agrees to maintain the extra 50 percent buffer, therefore, waiving the wetland delineation requirements of the Unified Development Code. 13.) 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. 14.) The identified Fish and Wildlife Habitat Area (Type 2 Stream), shall maintain a vegetative buffer setback of 150 feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the single family residence with attached garage. 15.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed single famnily residence with attached garage. 16.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 17.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The signs shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 18.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP) Elements#1 through #12 of the Department of Ecology's Stormwater Management Manual for Western Washington 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. 19.) The applicant is proposing to create or add 2896 square feet of impervious surface and 4096 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements#1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 20.) A Stormwater Site Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 21.) 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). 22.) The site plan as submitted with the building permit application on August 2, 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 6, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 23.) This approval is for a single family residence with 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. 24.) The parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 25.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 26.) Not more than 2 unlicensed vehiteshall be stored on any lot unless totally sillned 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. 27.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 28.) The building height is not to exceed 35 feet. 29.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 30.) 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. 31.) 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. 32.) Minimum setback from Brookside St right-of-way shall be 20 ft. Minimum side and rear setbacks shall be 5 ft. Environmentally Sensitive Areas further impact setbacks. 33.) A septic permit(SEP05-00077) was approved on December 1, 2005 for a system of 480 gallons per day 34.) Brookside St (P503) is a private access road. A road approach permit is not required and an address of 82 Brookside St has been assigned to the parcel. 35.) This parcel was created through the Brookside Estates under AFN 394931, filed of record September 26, 1996 in Volume 6 of Long Plats, page 35-36 with Jefferson County Auditor's office. Jefferson County Building Di, ion Permit Num.: BLD07-00424 Applicant: & CORY FERENS BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 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 /1-7'497 Erosion Control v 6 Foundation Footing 11-'7- 77 o f Footing Drains /0916 nK_ Foundation Stem Wall II.7„cy7 At Underground Plumbing Under Floor Framing fi/i / ,qL D� Straps(hold downs) / �JY Ext. Shear Wall Nailing 3 06 6� l�/C'Gz,e&-errUiU,S Rough-in Plumbing 3 ,2,7)CS Framing A,3- Airseal ;/ yid= Insulation:Walls Insulation: Floors qi/5 Insulation: Ceiling N /5 D(j Int. Shear Wall Nailing .T t 1 06 Wallboard Nailing f Kitz Gas Line: Interior Gas Line: Exterior Propane Tank Heat/Chimney Clearance Drywell/Alt Drainage Address Posted de +4 FINAL INSPECTION if115-10c A FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR „,.. (4), . 'O JEFFERSO COUNTY.. ._w '\ '�` DEPARTMEN T OF COMMUNITY DEVELOPMENT i � � J t` �1+�1 621 Sheridan Street • Port Townsend •Washington 98368 . ' ; 360/379-4450 • 360/379-4451 Fax kq � 0 www.co.jefferson.wa.us/commdevelo ment AUG `O 7 SNa2 www. jefferson.wa.us/commdevelopment v — 2 Li: ,.....- Master Permit Application MLIA: T` 132 Project Description(include separate sheets as necessary): 1-_- SF fL. Tax Parcel Property Number: 93 �,-S CC -CC Size: !-2 7 A-621 S (acres/square feet) Site Address and/or Directions to Property: 2 2cc f( I act r Pc2T l4 A-6 i.._c%Cj< , L'Ll4 Property Ow er(s)of Record: _1r .0 '1^ A,r2,T,nA /]n s 'iN S git .4��. 4 (� 7 y G. Ns' Telephone:�(vc) ss!- 3 p 6 3 Fax: email: Cv2Y r=ciz.c.s e r+c rm.+,L co.••., Mailing Address: tit A L-A - of 6-14-1 -L r PcA-T -Tc. Al c E:,va, t /A 9 /o t` Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies I$jBuilding ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit -.--- 0 Conditional Use[C(a),C(d),or C]** CKSingle Family X3'Garage`-(;ttache9 Detached ❑ Discretionary"D”or Unnamed Use Classification ❑ Manufactured Home 0 Modular`— 0 Special Use(Essential Public Facilities)** ❑ Commercial* 0 Boundary Line Adjustment 4 Change of Use ❑Short Plat** tiG �`( Address 0 Road Approach ❑Binding Site Plan** ❑ Home Business ❑ Cottagelndustry ❑ Long Plat** ❑ Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign ❑ Hat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management 0 Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* 0 Shoreline Management Variance ❑Temporary Use ❑ C:omprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium 0 Tree Vegetaion Request *May require a Pre-Application 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 permit(s). 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 attorney's fees and expenses which may in any way accrue against J-fferson County as a result of or in consequence of the granting of this permit. I further agree to my' access and righ of e ry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and regij d ater ins"ectio S =ffs access and right of entry will be assumed unless the applicant informs the County in writing at the time oft e apticafion that he • -he . . . for notice. Signature. — Date: 7/Z C 7 The action . . •pplicant 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 he applicant that the actions that will be undertaken because this permit has been issued will not violate the SA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)ev you are' pliance ith the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non ansfer resp nsi i dhering to and complying with the ESA. The Applicant has read this disclai era signs and dates it below. Signatu Date: 7/2 07 r.\P ....:.r_,.e.\i++++FRnn A 4C444444\rrnrs rrvn.,r r. „ • . . • BUILDER STATEMENT The signer is stat en es er y c ify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they wil a ass ' g the r s o sibil" of e G I Contractor for the proposed project. Signature: f Date: ?AY/'7 GENERAL C NTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX: ( ) MAILING ADDRESS: EMAIL Xolect Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: r New K Wood Existing: 17 Sewer ❑ Addition 0 Steel Proposed: 2 Bank ❑ Community System ❑ Alteration/Remodel 0 Concrete Total: Z- Height: (X Individual System ❑ Repair 0 Masonry SEP Permit#IiEPCS-OCL 1 7 ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: 1 114,Public czcc re- 6,xt- & CAT Total: ') le C Name of System: Fire, `,„apC'2 t--A;cr'2- SiS NM 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: i Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert i Hot Water Ta k 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / o 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. Square Footage Current Proposed .pl O fice�'Usebnl"5,�, � ` ,as s __ rl p: ,e,,�s , Main Floor Heated "`,ss ' `' bEH Bid AppReview: zC C-12 /_ ) 2"d Floor Heated ; , -r, Consistency Review: x rj "fig" ( 3 ,,,,:; Other Heated ' <^ Base fee: ` 0 6065 Mezzanine , .- rf-4- Additional Section: � -. — s' Heated Basement i Plan Check fee: / Sq (p a Unheated Basement State Surcharge fee: h t Other Unheated Pot Water Review fee: cr3 .— Garage/Carport c 7 6 rT-2-43 5- ft`. J SUBTOTAL cbioci ,a1 Decks f; G'? 911/Rd Approach fee: 1'2.. 7'.z ii, Vi(e). , e.Xi ' -6 - Other TOTAL: $ c Receipf'Nutfib r:'ej' 1 �ti Af ` bash/Check Number: x .P : (ea i ESTIMATED COST(REQUIRED) paten G - 2 2007 I 0 air market value of all lapor and materials foundation to finish ` 1 ( ri/Z1Oo°---IE �/ Initials: J C ----' ,--7 r Dr.VLr'."cNf '•\ itCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2000.doc • • • .�,50zv C . JEFFERSON COUNTY ki DEPARTMENT OF COMMUNITY DEVEL fl ET I �. 621 Sheridan Street • Port Townsend • Washi 8368 ' . �q 360/379-4450 • 360/379-4451 Fax - 20�] p; w \ii�.a, AUK2 � � http://ww .co.jefferson.wa.us/commdevelopme , � l STORMWATER SITE PLAN SUIEIMITTAL TE`I �P Ti MLA 01 - 133 PROJECT/APPLICANT NAME: .g -NOtJ J Pm-Fr/ Please answer all 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. 'r1-}-IS Pi oPE-er•' L A. ot5,4,..'E>7 rn2 is r estoi"-c Le7T 'vI TrF It-tL TOFFS LL-'F=i row ve4s,--cY Existing Conditions Summary V / _ 0 4 2 4 2. Describe the existing topography. Indicate contours on the site map. '1rrll •rtnngq proAR Gi2A-7�-4( 0G1,.--' SLOPE �X2v..-t &k-cT -to '.-L:ST �N 1/CD 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. 5C Cl2At A'vl.-e{ "rc Arr A. 9 MC-'N Pow 4. Describe the existing soils. Indicate soil type on the site map. 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. g-A-1ni c- is <ooc) c, .i ? SioE�c P2eOLL't2TY S L-�L12/ 'gr2E"n• L o T rrc I-EcL A-s- .-4 c2c -ic. APPROVED 6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN Nf� SEP — 6 2007 JEFFERSON COUNTY DEPT.OF G,I (1 v ITY D V LOB t stormwater site plan template-rev.10/1/2003 SIGNATURE. Cam✓ �5 44 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep lopes,etc.)on the site. Indicate location on the site map. N/A- 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.). -ro-rrae 15 A CfZ L-1C r}T or.-E- C-'N bF 7tf Pe-OPe>2TY Permanent Stormwater Control Plan 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. S'To2M t-ATL DRYL Elt we_ O -NSPo-' 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. A/,ffi' z--tQ •Describe the flow control system. iti ' .,. ..,.. v i;+ tun 'u1Oi!: _U 't 114310.iitt.i:t 1.tt''4*it': . 11.f,t sto mwatersiteite 1teQtplate-CWY.10/1/2003' '' 6 III • 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. N/A- 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. T0FC ToP Sort r-2or-k Srr� F-vg-- ITi cocr=1Lt.-1 i( 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. +3/Z-UcFI Lc/. ors- NCC9C-9 I-1-2-04,,,0 e /S'r/L4-,L-1.ra^..) r 17. Describe the proposed surfacing material. 2fw/-Z Ord De.'vL1..i4'r' 18. Describe methods for restoration of the site. L.q...-o 5 C Ae I r-< L.-1 7 n',+r.�2 .. C tom...) 19. An Operation and Maintenance Manual is required for each low 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. 20. List her and include any special reports or studies conducted to prepare the Stormwater Site Plan. 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 restric ions here. i (t 'f Ems,! _ . . i` I1' i li kl 1 At m - 2 7007 t Yet`-s • 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. for !5 EA-a- 4 -o 2. Establish Construction Access. 4 24vt2 Da_ j4PP/Lc A-cr-1- 3. Control Flow Rates. 7a L�fwL E—r P b/= 5'1 T� 4. Install Sediment Controls. R "Trf r.-S .t r:E � - �CyJ r>t L ToC-- Lv T 4- i 2- T; 1 i T S T2 R A-c.-�'$ Co v L 49 <E S'S A-42-y, 5. Stabilize Soils. c t,2 -(� Eys CA^,-A-T1 t, p21 CJQ T17 B ih CK F/LLi PLiQ STI L CO�i��✓L.I v(� �vvL67 11E- (-/S6-- ire/ L,4.P/, P1LLS 61= So1L. 6. Protect Slopes. Le r 64A-5" L-1 TT LA- Sc..nPE ! rH Lo 7 S co F Fe-L1.4-5 O �}�✓YTN� rS 7. Protect Drain Inlets. TH-E'2E- LC. A- •24-ram, /' LEY a" c -rr+ S!v� O& 4-0"I" stormwater site plan template-rev.10/1/2003 8 r • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. DoaT , 7141S I A 92 vs?LE,✓t DvL Za L1TTL(7 SLOPL b.✓ c_CT 9. Control Pollutants. 0E-807-14 15 0/5PoSt/9 vF c, -rccr ,q,,-o '-s Fog c, c,(-re- -r2t-,Cts, i...I<_L 0. eL CA ✓0 d L T of G4?A-c.r" A-2-CA- 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). I,ONT S� -rrr-rS -To �E el- p2or34E>,n -rµ~_-F IC '-E)2.Y (--17TL.E 1�-4 TCYt -rt4i1T CA...., ! E i T.o THE- SI T 1r 11. Maintain Best Management Practices(BMPs). e-C F-d...—a A T,viv r 5 t.•,, IS -c.KP1LLI--, c ILL (3 E 'o -C r214 1+7 A-t.-A'`1' S-0 'Tr4-E G20t,.-4Q cA.A- STA•1?A4.1ZE 12. Manage the Project. T1.41 S PezoJE'7 T t S 6,J A- v t YLY 4,o0o 1-'t-ti2 Kt c a T 8 t.T t.-1 L.L_ PL¢f." DIrL-r a..-ca4..IG 0..l LL000 L`'CA-7{ -tW LJ,..oIT1p,., S. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). N v.--E b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. , 1 L .l AUG - 2 2007 ' + l y u6V:L,, stormwater site plan template-rev.10/1/2003 9 e • • b. D scription of special requirements for working in or near environmentally sensitive areas. N/ 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). 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). I. Provide a proposed construction schedule. N/A— II. Wet Season Construction Activities. a. Pro osed wet season construction activities. N/ b. Pr99posed wet season construction activities for environmentally sensitive areas. N/A- 7. FinanciaVOwnership Responsibilities. a. Identify a property owner responsible for the initiation of bonds and/or other financial securities. .� A— 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. 1\7/01---- c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/1/2003 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 e b of my knowled._. I • :o certify that this application is being made with the full knowledge and consent of all ow r:s_.9.1,1h affected pro._rty. ( 4 -7 Z c�9 7 (LANDOWNER OR A •''r•: ED' PRESE ATIVE SIGNATURE) (DAT ) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: '-\s$c), ct; \;-) \)N N(J pp�++s stormwater site plan template—rev.10/1/2003 12 • 2 • m , 0 . I 1 i 1 — i I Cum i I - 1 ; I 1 I M 1 — M i . (•. - ' s 14 ' ---1----i i _Pri... .4E114. s 0 'S -' 1A II -4 CS "I CI) _ i_ I t _1i) --k -- •T.1 E ‘A) It- .; 1 i I 1'- 1 i IC -i--4- --i- v> 73 ,___ _i___7_1. _ .. O -0... i i - 9' ... k • 0 r- I int 0 xi : 1 tz xi 1.._.• 111, , . . . 0 1 , -1 1 I -4- < __!_ztl-___ , ,. i 1 A 1 - -7: ! 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I i , s• c) -----r-- ----3s-7 - _ _ _T - 7 -11s-T-1 i r- i. 1 _, !.—t .1______ I ' ,L— C i le.-;—) ' .4.' 1 ' i ....----1.--,--11111111. -- 't---..,-----f--- '- -7 r--- ---i- i i t i f z -43 (I 1 I 0 r--- Ni(X.1 ---:---I-- 4-' vv 7-e7 r i ...., --r- - j I A 4 (.4.-;c . ----F- ---,-- ____4___ . I I .1 ....4 -4 —I ± _ _ _ _i__- -,_.-. ___--.I f I T 0 ..._....-- 1 I:_t_ 777 ..1, I _L_L____ -- ---1— 1 ..r.N ....,.._. ,.r.) -.0 sec c GC 48'-0" 36-0" 12'-0" 3•-0" - MIN.DECK A• - • • SLIDER SLIDER/PIC/SLIDER o _ 10-9Vi" 1 E.2'-0".. 21'-BV1". �n II n to 1. BEDROOM I, U DINING o 0 -1.2 p n 1 i iv LIVING ROOM " VAULTED CEILING 5'-10" 4'_2• J S _ o Ir ' ' ® 1 1 �W n O — I SLIDER BATH ' DIy --, 1` e r FAN "� BEDROOM • CLOSET LINEN KITCHEN '� 1 i 5'-0" i ' 7-'• / ® r REF 11'-61/2i Y I 3-4' ________ =r •• OFFICE M r.- ID '°' e' _ a I = ry " oa, 'm J .' 45d TYP. 4/ �a•. v 4'-0� ® 1, 9-6y" 1 SHELF AB OVf LINEN TIC IT O 5-2" r PANTRY N r ENTRY 7-'� 1 4'-1" . ._ 3'-6�'1" _ "WALK-N-C LOSE T 1 •1 e 2.-0." I 10'-9W" PLAYROOM s UTILITY BATH 7 et W.H.FAN _ FAN I r. ID BEDROOM N STORAGE " Ot Y W r CASEMENT I ID ID" 'I 2._6. _ -,I, —1 f--, 1 HR. FIREWALL o IN SLIDER WH LAUNDRY SINK 5'-0.X 4'-0" 1 II U II_ . 1 Ir 3—0 GARAGE o • 4"CONC. SLAB n 1 ry • 6X12 HDR. 16'—a" Ii q 1 4-6" 5-0" __ 4'-6" 3'-0" 3'-0" 4'-0" 16'-0 14._0, 1'-0 1'-0' 1�_a. ,. 5'-0" 5'-0" 24'-0" TV..2X6 EI GENERAL NOTES FLOG I TYP.FOR.5 CONTRACTOR TOR VERIFY ALL DIMENSIONS&OPENING SIZES r L O O P L A \BEFORE COR T VERIF 1 ALL EXTERIOR HEADERS TO BE 4x10 UNLESS NOTED ALL INTERIOR HEADERS TO BE 4.5 UNLESS NOTED OTHERWISE. I�!'—"Jl a✓i 1620 e.l.!Wing FINISH GRA( •EXTERIOR h INTERIOR BRASED WALL PANEL PER CODE: 576 e.1.garage EXTERIOR-(1) 4.X6'B.W.P. TO START 8.-0"MAX FROM JL if EACH BLDG.CORNER&EVERY 25'-0"oc, B.W.P. TO BE MIN.3/8" RATED SHTG.OR SIDING NAILED W/Bd O 6"ac EDGES& )=2" 12"oc MIDDLE. 10.-0"MAX.HEIGHT. i ....---.2)BLOCK ALL EDGES. I INTERIOR- 1/2"G.W.B.FASTENED W/5d O roc FOR ` ) -_I L 8 xb'-0" '-0"ON ONE SIDE OF WALL OR 4'-0"x8'-O.ON TWO SIDES OF WALL. SPACE 25'-0"oc. (1 EXCEPTION ALLOWED) N r-, (VERIFY OTHER OPTIONS FOR BOTH W/BLDG.DEPT.) -C, •ALTERNATE EXTERIOR BRACED WALL PANEL W/(1)OR(2) 1800#HOLDOWNS. T'G O [ • SPACE FROM BLDG.CORNERS SAME AS ABOVE. 2'-B"z8'-0"MIN. SIZE NAILED !S. C� W/Bd O 6"oc EDGES& 12"oc MIDDLE. r T 10.-0" MAX.HEIGHT,BLOCK ALL EDGES. C.