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HomeMy WebLinkAboutBLD2004-00391 • BUILDING PERMIT APPLICOION ML 347 Revv iew iew T Tyype: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD04-00391 Received Date: 6/14/2004 SITE ADDRESS: 2420 DOSEWALLIPS RD BRINNON, 98320 OWNER: HERBERT WALUM PHONE: (360) 765-0230 PO BOX 856 QUILCENE WA 98376-0856 SUBDIVISION: Block: Lot: T 12 PARCEL NUMBER: 602283011 Section: 28 Township: 26 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOP NEW SFR TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 784 VALUATION 75,000.00 CODE EDITION: 1997 ADD'L: HEAT TYPE: EEE OCCUPANCY: R_3 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: 784 #OF STORIES: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 1 Prop: 1 Seismic Streams Total: 1 Total: 1 Flood Way Floodplain Routing Date:/,,/4S /_ o F&W _ Landslide �U Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: ' ' O /E Permit $818.75 KAS 06/14/04 66287 V Plan Check $532.19 KAS 06/14/04 66287 JUL 2 1 2004 State Building Code $4.50 KAS 06/14/04 66287 Potable Water Application $52.00 KAS 06/14/04 66287 Jefferson County Planning 3rs_"i :l Deem=r Total: $1,407.44 5Li)117j4/1471) I • ii BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00391 SITE ADDRESS: 2420 DOSEWALLIPS RD Received Date 06/14/2004 BRINNON, 98320 Issue Date 07/21/2004 APPLICANT: HERBERT WALUM PO BOX 856 PHONE: (360) 765-0230 QUILCENE WA 98376-0856 SUBDIVISION: PARCEL NUMBER: 602283011 Section: 28 Township: 26 NBIock:Range: 02 Wt' T 12 CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: NEW SFR REQUIRED INSP TIONS: fry SETBACK IAILIJ UFFER: Footing. p Founds ion. 9•2.-o- [ 1 Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Framing, �4 Plumbing., -._ -) �� [ ] Propane Tank/Lines: Al a(r Insulation: — Go'.) ;-) Ls -2 /._,_., *T- Sheetrock: Septic Sytem Final Appr val: Road Approach Final Approval: [ ] Zoning Final Approval: A. Air I 1 Final/Occupancy Approval: r HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE REVERSE SPECIAL CONDITIONS FOR C A BLD04-00391 • i E 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 29, 2004 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: Fish &Wildife Habitat (Elk& Harlequin Duck), Conservancy Shoreline, Type 1 Stream, Seeismic Hazard, Levels 1, 2 & 3 Landslide Hazard Area, Flood Hazard, Erosion Hazard, Susceptible Aquifer Recharge Area. 2.) The location proposed for the single family residence is outside of the flood plain and does not require flood proofing measures. 3.) 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. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 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.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. The dwelling shall be sited west of the access road aon the southern portion of the property. The residence should be set back at least 30 feet from the slope break between a nearly flat 50-foot wide area and a steep 45 degree slope. In addition, no debris or fill soils should be added to the steep 45-degree slope or to the wet slope on the north portion of the property. Stormwater drainage should be infiltrated via a level dispersion spreader or infiltration ditch and shoud be directed away from the steep slope west of the building site. 7.) A vegetative buffer of 30-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. 8.) 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. 9.) 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 (Sambucus Racemosa), Snowberry(Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry(Vaccinium Parvifolium). • 10.) Prior to and during approved�struction 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." 11.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 12.) 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. 13.) A Type 1 Stream (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. 14.) The identified Fish and Wildlife Habitat Area (Type 1 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 proposed single family residence. 15.) An additional setback of five (5)feet is required from the edge of the buffer area to the proposed single family residence. 16.) A permanent physical separation along the boundary of the steamside 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.) This parcel is a legal conforming parcel designated Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 19.) The applicant is proposing to create or add 1,904 square feet of impervious surface and 3,604 square feet of land disturbing activities. Sections 3.6.7, 6.6 and 6.7 of the Jefferson County Unified Development Code requires 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 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.) A septic permit(SEP01-00109)was approved August 13, 2001 for a system with capacity of 360 gallons per day. 23.) An on-site private well will provide potable water to the proposed single family residence. Well review was completed June 16, 2004 under USR01-00064. 24.) A Site Plan Approval Advance Determination (SPAAD)was reviewed under MLA01-00136/ZON01-00013 and approved August 7, 2001 for the parcel. SPAAD approval will expire August 7, 2006. 25.) A minimum of two (2)on-site parking spaces is required for the single family residence. 26.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 27.) The building height is not to exceed 35 feet. 28.) Minimum setback from Dosewallips Rd and the easement is 20 feet. Minimum side and rear setbacks are 5 feet. Environmentally sensitive areas further impact setbacks. 411 29.) Exterior lighting for residentialTfses shall not exceed twenty feet(20') in heig1t from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 30.) 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. 31.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 32.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened 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 Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13)or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage)yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 33.) The site plan as submitted with the building application on June 14, 2004 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 July 19, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 34.) This approval is for a single family residence 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. 35.) The Declaration of Protective Covenants Conditions and Easements for the Large Lot subdivision identifies a 60 foot easement for ingress, egress and utilities to this parcel. The easement was recorded under AFN 282355. The road approach is existing and an address of 2420 Dosewallips Rd has been assigned to the parcel. I:\F_BLD_Permit_Buildng.rpt 10/29/19 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed drawings showing any structural changes,and any other supportingp° revisions shall be information that explains and supportsreaso changes, revised Final Corrected Plan Submittal the reason for the change. If the project included construction of conveyance systems,treatment facilities, flow control facilities, or structural source (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts when completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent th control BMPs constructed. 'e the project is e project as APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided correct to the best of my knowledge. I also certify that this application is beingmade owners of the affected property. PPherein is true and with the full knowledge and consent of all tit "24 ( NER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: stormwater site plan template—rev.10/1/2003 12 SON Ca • Jofferson p�'tilellt of Community Devi element w F . o 621 Sheridan Street,PortTow nd WA 88368(3601 378 4450 APpd: ©xzrl � U 4+ 2004 COI l s Building Type: Project Type: Frame Type: �� FT. i z, vEiOPfvfit �� Single Family New�, ._.__.�`-Wood-.. .�_�.__.___.. ❑ Garage Attached/Detached ❑ Addition ❑ Steel 0 Modular 0 Alteration/Remodel ❑ Concrete ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units 0 Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ CommunitySystem 1.3.Electricity ❑ Oil Proposed: I Proposed: p y Total: Total: Individual System ❑ Woodstove ❑ Propane If not sewer,fill out the following: 0 Heat Pump ❑ Conventional 0 Alternative ❑ Other Permit# SEP Q_—_L/2 Water Supply: Private well ❑ Two Party Well❑ Public:Name of water system: Square Footage: Office Use 5� For Office Use Only Main Floor 51 �� Consistency Review _ 2ND Floor Base fee O I R, 1GS 3rd Floor Plan Check fee 53 . l l Htd Basement State Surcharge fee "9 SO Unhtd Basement > `'t f (j I0 t_ 1�J I Subtotal 41 0 J . li t Garage/Carport '1,kr Pot Water Review fee 8 5 Decks /'„Q°' 911/Rd Approach fee E`f i eDk�‘ca Commercial l S� TOTAL 1 wg• 1}' Industrial Receipt# (P CO p� O i Other Cash/Check# 05 31 Initials Date C..0 -f( 0 1- Estimated Cost: �` If within 200' o the Shoreli , Distance to Bank or igh Water Mark ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner 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 attomey'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 it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's property or structure shall be requested and shall occur during regular business hours. Signature: Date: OVER ► G:\PermitCenter\FORMS\BLDG FORMS\BLDPermit Application.doc 01/08/2004 44 -_ _ __.- S's_$A._L XA_': ,, _T_/�.__1 _P._LA- 7- �___Foie _T i'l _p ` != F3 t EA%51 T , wart o�- a -_r — 5! c . ,t/ 1 i— *{ O • yk -+ - - - C � N 1 __ --, - _ -- _ --- co —I--- —�'".__. ! .—1__ tit I r_._. mot.__' , �: 1 __ _ __._—_ : , i i • I - w ; { I — .__I -t----.444-; 1-...--i4 i i _i__ t ,--i-!------ -:---; 4-- ; : ,: .1f f-r-----.1-1 --1-- , i - —c— Y — 40% + r— 1-1 Fr , 1 1 ' 1 ...4--Pt r:419 i' __! _ Y I �/ftI"7 s`dcam t I •ti0' aik tkAA.. lR -i v, plo , _ + I / i� }// 1 { 1 f T— 1- f-- t P -t- - t— - - - L- r t — j i I 1 `I - , i i -+_. _1- _ �r i i- ozv c.° JEFFERSON COUNTY elk ii,1 DEPARTMENT OF COMMUNITY DEVELOPMENT c 621 Sheridan Street • Port Townsend•Washington 98368 C1 360/379-4450 • 360/379-4451 Fax O http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# a o4 ® ()DPI- 7 PROJECT/APPLICANT NAME: &ER 5 T,",. iti W A-L U AA 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. 14 t C r4 A a, ) v,,E A 0(.7 c z tS.55 Kt) A/ S OV T- ff r t e or- L_o T Existing Conditions Summary 2. Describe the existing topography.^ Indicate contours on the site map. H tk JMM1 a V V 7 . O Tat� t'O ' 7/ DR or(" C 30 3 P e s i0,f 5. t )P!=c DO i l f '7 h 5,0 a T ILi ,t)r{l T.01.e7 41 c ; , e P. L_ P 7. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. I._ () L4FP r " PAST Fid of & ti A F- 0 M ig totT toe 4 (. 5PFeli:s- F'' I? AL1P`R) A4A L 0A58 t Y rok/F17LE) i Il4Af 7U $ ,4 ( Ca 4. Describe the existing soils. Indicate soil type on the site map. C i at V1 L y 6L A C I4L '7-1 LL 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. 7`A-r L.. A/f D c i 0 P F- .s / `7`.,4 '7 H R i : ,K. 17- /4 4T0 tip1`S'7 ' g ,4 ,N Ala Tet) 7 C- _ S7 4/I ;: ,"/ Nak'iiI �I ell pttoPh H7 �y, /D t/A/ 'j 144 7 o 71/it.. 6. Describe any excess levels of noise generated by the proposed use or activity: il GI ( 6 7 R u N I. , 9 'S- 1 ",/,t/ _..-v-m-ay irsa K -',(11;-.L..`iL V .i++ ter site plan template—rev.10/1/2003 5 JEFFERSON COUNTY DCD 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. FPR 'E .i • 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.). T y OFPV !" �,�� �� VA � I I P ash r *( ` /��• y'� '" P S �i .`S' "i gi[)) "y... a IDS` l p /f p y 5L1 R f? .0 u x/OsE J, ;, p '7 1 _ E :. I,3 Si 1 dt..sa 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. 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. r 1,A.R Ai 5-7 0 tA) L 0 - :m it 7- n 0k 12. Describe the flow control system. p a stormwater site plan template—rev.10/1/2003 6 13. Describe the water quality system. 14. Describe the conveyance system analysis and design. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. 17. Describe the proposed surfacing material. 18. Describe methods for restoration of the site. 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. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. UGC M ' c. p ' coAP rs° 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. 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. i Ar7‘ 4a' . p� 2. Establish Construction Access. 3. Control Flow Rates. 4. Install Sediment Controls. 5. Stabilize Soils. F a L.L_.el tAi g 1.i' ` h"IF,°' 41-2r f c C;'f . '(9 it- 1 6. Protect Slopes. d 7. Protect Drain Inlets. stormwater site plan template—rev.10!1/2003 8 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). 12. Manage the Project. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). b. Description-of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). e O F ? P. 0err- 7 v 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. w I' " 7" A ttl at A T-d A/a t-r-hi 4 tr 4 ems:, Pept 7. t 1 1 '. 7:44, stormwater site plan template—rev.10/1t20D3 9 b. Description of special requirements for working in or near environmentally sensitive areas. I 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 o- Y S / 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. P.1 / : ' II. Wet Season Construction Activities. a. Proposed wet season construction activities. b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. 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. c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10'12003 10 It „it Ick4 t :4 A fill .........a 1. 0 4' lip e.,_ ___----, , 4. 45. SA4,4 3 1 ‘", rt i 8.*.efi 0 ,..441 1,.. a. tv %,Vt. Z t. Cli ..,,..) 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