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HomeMy WebLinkAboutBLD2009-00338 MLA09-00335 WILDING PERMIT APPLICAWN Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00338 Received Date: 10/6/2009 SITE ADDRESS: 231 CANAL LN BRINNON, 98320 OWNER: JOAN M MANKE UND INT PHONE: 360-507-1501 JOAN MANKE TRSTEE UND INT 1717 MARINE VIEW DR TACOMA WA 984224104 JOHNSTON SHORT SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 502213012 Section: 21 Township: 25 N Range: 02 W CONTRACTOR: D L J CONSTRUCTION PHONE: 360-432-8554 PO BOX 1131 SHELTON WA 98584 Contractor's License DJLCOLJ950CM Expires 2/14/2011 REPRESENTATIVE: MARC LANPHER PHONE: 360-426-5046 2635 LACROSSE WAY SHELTON WA 98584 PROJECT DESCRIPTION NEW DETACHED GARAGE- HTD, NO PLMB TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 40,000.00 ADD'L: HEAT TYPE: EEE CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: #OF STORIES: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: 1,080 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: 2WELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Routing Date 1010-15q Type Amount Paid By: Date: Receipt: APPROVED Permit $860.75 LYK 10/06/09 111058 Plan Check $559.49 LYK 10/06/09 111058 NO 3(4'2009 State Building Code $4.50 LYK 10/06/09 111058 Total: $1,424.74 jefferson County Planning &Building Department Jefferson County Building •sion Permit Null: BLD09-00338 Applicant: MANKE UND INT BUILDING PERMIT INSPECTION APPROVALS applicable 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 t 66 Minimum setback from Canal Lane right-of-way shall be 14 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from shoreline as depicted on the site plan is approximately 386 feet. Erosion Control SEE CONDITION 2 Foundation Footing R1.10/ Footing Drains Foundation Stem Wall _ t ' Straps(hold downs) �t`� Ext. Shear Wall Nailing Framing M- is I/ __. Blocking Airseal lL_ I-� 1 - ID Insulation:Walls -2Z - IC Lit— Insulation: Floors 1-1 1 _ It) u �. Perimeter R I0 Insulation: Ceiling Wallboard Nailing Gas Line: Exterior Drywell/Alt Drainage • SEE CONDITION I FOR DRYWELL Address Posted FINAL INSPECTION •3\0A10 FINAL INSPECTION/MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD09-00338 1.) 2005 DOE STORMWATER MANUAL DRYWELL DESIGN CRITERIA ALL INFILTRATION SYSTEMS SHOULD BE AT LEAST 10 FEET FROM ANY STRUCTURE, PROPERTY LINE, OR SENSITIVE AREA. FOR SITE WITH SEPTIC SYSTEMS, INFILTRATION SYSTEMS MUST BE DOWNGRADIENT OF THE DRAINFIELD UNLESS THE SITE TOPOGRAPHY CLEARLY PROHIBITS SUBSURFACE FLOWS FROM INTERSECTING THE DRAINFIELD. DRYWELL BOTTOMS MUST BE A MINIMUM OF 1 FOOT ABOVE SEASONAL HIGH GROUNDWATER LEVEL OR IMPERMEABLE SOIL LAYERS. EACH DRYWELL MAY SERVE UP TO 1000 SQUARE FEET OF IMPERVIOUS SURFACE FOR EITHER MEDIUM SANDS OR COURSE SANDS. TYPICALLY DRYWELLS ARE 48 INCHES IN DIAMETER (MINIMUM) AND HAVE A DEPTH OF 5 FEET (4 FEET OF GRAVEL AND 1 FOOT OF SUITABLE COVER MATERIAL). FILTER FABRIC (GEOTEXTILE) MUST BE PLACED ON TOP OF THE DRAIN ROCK AND ON TRENCH OR DRYWELL SIDES PRIOR TO BACKFILLING. SPACING BETWEEN DRYWELLS MUST BE A MINIMUM OF 4 FEET. 2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER MANUAL). ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON STIE. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 3.) 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. 4.) The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan as signed by WDFW on October 16, 2009. 5.) 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. 6.) A Stormwate Site Plan has bee mitted and approved by the Department a Community Development. Once subject permit has been issued the applic nt 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. 7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 8.) Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor 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 or Chapter 18.18 JCC, and such storage shall meet the requirements 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. 9.) This parcel is within the Brinnon-Olympic Canal Tracts no shooting area per JCC 8.50. 10.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from Canal Lane right-of-way shall be 14 feet. Minimum side yard setbacks shall be 5 feet. Minimum setback from shoreline as depicted on the site plan is approximately 386 feet. 13.) 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. 14.) 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. 15.) 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. $ i c06_, JEFFERSON C NTY • 'faDEPARTMENT OF COMMUNITY DEVELOPMENT ` `d 621 Sheridan Street• Port Townsend •Washington 98368 4. P* 360/379-4450 • 360/379-4451 Fax Yy�,�N�,Sp www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: oq- ,s_5 Project Description(include separate sheets as necessary): II (��C�L�1I Pr." 3() bej> R Ji7/ t ac..r I7 7 al r✓ — � 1 l 44 6. Tax Parcel Number: 50 0 2. 2,j 3 au. Property Size: 1, y (acr quare feet) Site Address and/or i Directions to Property: / 7 k Act Property Owner(s)of Record: -)ro r. ckv wC ��` - Fi -OJT Telephone: 4. .) /C/t; - 4•24 I Fax: email: Mailing Address: 2 (�A✓ittt 4«,,(',►, at s tis;.J(-1ti / .Ja: , 1 3Zo Applicant/Agent(if different from owner): /Vt, -1" 4a el F h f/c,r Telephone:4 )) 424�-- s7_'t� . Fax: email: kill ahiaa r e.`le.- 7, ice Mailing Address: i 63.;� tC 7SSe t UCj / /7e/ t,Ja. (45 . What kind of Permit?(Check each box that applies Building 0 Critical Areas Stewardship Plan ❑ Demolition Permit 0 Variance(Minor, Major or Reasonable Economic Use) ❑Single Family Garage Attached ;ached) 0 Conditional Use[C(a),C(d),or CI** ❑ Manufactured Home 0 Modular 0 Discretionary"D"or Unnamed Use Classification ❑ Commercial* 0 Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address 0 Road Approach 0 Short Plat** ❑Home Business 0 Cottage Industry 0 Binding Site Plan** ❑Propane 0 Long Plat** ❑Sign 0 Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis 0 Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Substantial Development** ❑Temporary Use 0 Shoreline Management Variance ❑Wireless Telecommunication* 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium 0 Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference 0 Tree Vegetation Request **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 fit C&(t La A f noeur- to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ,.Z.(.- `--2.27a 1 r'i7 Date: /D"- - o q _ By signing this appli n form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its know ge. 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 again Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provid access and right ntry to fferson County and its employees,representatives or agents for the sole purpose of application review and any requir later inspections. taffs ss and right of entry will be assumed unless the applicant informs the County in writing at the time of the applica' hat e or she is prior tice. �y Signature: Date: /0Z 0?? The action or actions Applica ' 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 lake"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson iity makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ES . Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are' compliance with e on County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable onsibility for a ng t nd complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: /0(1 Date: /0" Z_Og . BUILDER STATEMENT 411 The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: bC N Ccn5�,ru 4-,�= (4 }) ,e)1-/5-0/ (1thlig7- is52 MAILING ADDRESS: /a6 E /4,,xL y rr EMAIL: CONTRACTOR'S LICENSE S ne 1.-Z'A, ``ez 2( `(1 WAINS NUMBER: hi-5 co LS9512r i NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: 0 Shoreline: Type of Sewage Disposal: X New x Wood Existing: [I Sewer O Addition i I Steel Proposed: Bank 0 Community System ❑ Alteration/Remodel ❑ Concrete Total: — Height: X.Individual System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition 0 Other: Bedrooms: Water Supply: Existing: 4.___ Setback: X, Private well 0 Two Party Type of Heat: Proposed: 0 Public e4rre Total: Name of System: If this is a Commercial Proiect 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 i Above ground Tank Size of Propane Tank: i H• eat Stove I Cook Stove I Woodstove i Fireplace Insert i Hot Water Tank I Pellet Stove i Other Is this appliance being installed in a Manufactured/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. Square Footage Current Proposed For Office'=itse, tiltF Amount ,Revision Main Floor Heated �� EH BId App Review: 6 2n°Floor Heated Consistency Revieew TI r is__;.:. ‘ Other Heated Base fee: c Mezzanine Additional Section: Heated Basement Plan Check fee: -Lri Unheated Basement State Surcharge fee: ,- Other Unheated Pot Water Review fee: /� �1 k \C� �rn Garage)Carport ¢, SUBTOTAL Iv 3(?X 30 1Ll 1N t o8o I -110• rig- Decks fee: Other TOTAL: $ C oi `t -IL_ Receipt Number: tC) `' Cash/Check Number: ESTIMATED COST(REQUIRED) Date: l a , .Fair market value of all labor and materials foundation to finish °'lQ� Initials: ------) • • ���,�ON Cd�� JEFFERSON COUNTY ti DEPARTMENT OF COMMUNITY DEVELOPMENT OCT - 6r: , �. 621 Sheridan Street • Port Townsend •Washington 98368 �.QS 0.. . � 360/379-4450 . 360/379-4451 Fax - bt7NG http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 0 q-335 PROJECT/APPLICANT NAME: 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 map. u2 &wj jcoc36 ',1f-ire, /p Q/ 07 -. / O 8o G !: cr;i 2 . 9 -- , /.2�°3 a i ,. el _zv,, Existing Conditions Summary 2. Describe thee existing topography. Indicate contours on the site map. Vaf dL 40 o4 rck-p . ' . Pr sPcx but(I. ) S ! S 1E S` 1 av 4-iire r , 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. The "-),r0 ( k)tfi-S I arri Q 4-rf zeS, c,l f i5 a'i r-Flehir, isie. I0c_leI4c�kOv'tia ► o-� etc I /L rr a fC F'r n Q o l' C{i Rp/�bars -� bye ✓►G� J` �1 fir y, 4. Describe the existing soils. Indicate soil/type on the site map. Thy o,�_C•1 <, / s r i G ti pe cm I a b/e .So d, 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. mot, -Thes i Shows no e t c,e o- e roji w_or p2a) �,t, d-,r 1 l/er/ ,Vl, k2t 54ci r 11i c./a i n a)a.cts tQ h2 vi iiPal v y D YGtIk D _ Pr, l 6. Describe any excess levels of noise generated by the proposed use or activity:vi STORMWATER P APPROVED i_ Ov Iy nor►► a- noise a ssoci ale, w i'!''►� +iv coo s4 r-vc cam-(/ ,,f 9aP NOV 2 3 2009 Sto rmwat- = �' it, A, Require' A11.� 1EFFERSO CUNT stormwatersiteplantemplate—rev.t0i21/2008Mil. DEPT.OFC'O, , YD:VFW M NT SIGNATUR • v • • 7. Describe significant geographic features and critical areas (i.e., environmentally se sitive areas such as wetl nds, streams, steep slopes,etc.)on the site. Indicate location on the site map. The pty aenera/I 5!0 S 'Bn-tl �.oW1 No'f'4 ) + 4-1 • 1/1P1t{ art (/� , S St�$�►�IS� S /o�eg Pro , !-�ow,� , r4-y -�n.4 � cr./ Carte wi yam, v Id,►l 6i-1-t rio ' -Fro 1Ae o ► r h► i -er !I,, v ie_� to y � 8. Describe the general vicinity of the site, including gdjacent land uses and structures, utilities, roads, and se sitive/critical jareas (streams,wetlands, lakes,steep slopes,etc.). / Ic, .4- propeA e> ,Y► 4-e area_ are ( eue% �r►tP fXD r�,,e, {'la v[ pox me n+ rec,Gf eLT ("vb. -r b.k o ems Art-�o so v�� r � There. I s a Cavri- ro t ol,C w''Sri( Ln.2f 1- s�efues fhr F-oe as well as kes. 1+4ot e►gr, c o Gtb,A- Fro c jc Covv4 roe,/ e✓as Gi nol `KK, rMMM o4- 4-J,_ peo/t�e_r-t, a es re Serve" b7 a pr-t,I qv-ewe rcw e( rd. 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 roposed facilities from existing facilities. 4 ,1( -0Y rv‘wa — w I lI e h 1/ d i SFexse) 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.] rye LA)i I 1 v►o-I k a Gi If 4-7 r S basrel OA a uit (�►s Pa� Imo . 11. Describe the performance goals and standards applicable to the project., LA1e. I n 4 1d 4o c-f iv 5/le s /i // a s -SS/bl,o - -1-o have -,� �)* i o ei b-�z�(vvl o.�4-e-r rvL rk ' pre--c veJoo-e,C nd fans . Tilt) ase � ST/i AA.0 ,' �le S / aniL ( 14- llcxe ` A J V S-PA du ring earn-Ave o� - DY CD rt,4a . 12. Describe the flow control system-. We will nv-i- A-gee"( any °,C15�,v► -�'Lpc ' Tke Cori 5-e �s k e ( c-Ad dry. stormwateP'site plan:template—rev.10/21/2008 6 • • • 13. Describe the water quality system. •l.- _an s-ir✓c4-1 o-v. S r -- i S le e I e - of ,r a.nod r,U a II hoq- c c-t- avv� c 0-1-1 -10� S�o,r 1,4(...va.- OCT - 6 14. Describe the conveyance system analysis and design. P pos p drx GZ SOY -}►e claw b- v1-1-0 t.),e4( et eet,<4/X rA. D S 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. f I S fev-el 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. f_ CD Df A/Eta+.( ' (AiI i� he % (r M P V�V"S h ipt/ b civ �r✓G(� ti I 0..�ctc. G� ION S IiP EV ry 17. Describe the proposed surfacing material. 3/4' 144) s v-e+.✓a roc' 18. Describe methods for restoration of the site. tics-ess +o s►i e r s ex l s4i h , r 5 kye-I I o�r y Nro 1A Yid(ScG.P,v,.7 is //P I a ri v. 1 -n i areas w 1 I I be_ o ci/l -t,frec/ rcti(� . 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. /v A 20. List here and include any ppecial reports or studies conducted to prepare th Stormwater Site Plan. / L /� r-�-�- A viL1,e k a 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. Ad►1n v) -freL4-1 Rig 1.14 --mow S ,K 1Ic^r t w�ce. —_ Q � � I Q/ h. stormwater site plan template—rev.10/21/2008 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 Volume II Section 3.2.3 of the Manual (beginning on page 3-7). 12 Required Elements-Construction SWPPP 1. Mark Clearing Limits. KO Id, .5l 1 s /t e I mod( dry 5 wt..e -1-Yeec tut/J ne e 4o h re vv � 4v cce1►vi l da..-kP a 0 X 3 6 ' C9a . Cc G�mri- .� tell/ die -�/ 9rd n( i et rlblw)IN 2. Establish Construction Access. Access ©I reel. tc , la/re, s r{>o /5 486atze,44 akielL a yt.2 3. Control Flow Rates. Prot s �'lo�-rry c� l t -Iv /Ue,T a r► s rain, /-ta,y 1 ",JS/ C f or r // o n 4. Install Sediment Controls. / / r / ,e)prAg Gu C, L i k , Gam 0� ,N S -// S 1/7- F, i c 5. Stabilize ils. i ors 94-rit,t0,3 /Lij i (S /GIAAI /Y/Siez ll S 1/-1--. re• 6. Protect Slopes. 0 (06 n 5/ t S ,� ( od of y , Sz�v-4-I s lope / 5 1-I S/ JGt At, c-1 t 0 m 1 /I L� V rt Cap/5-kr b�A, 7. Protect Drain Inlets. Thee /S nv dr 111 / n le-is stormwater site plan template—rev.10/21/2008 8 • • 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. There /5 rio t''(l4htn,e./s ef, 1 't1�1Ls. (U i 0 - f 9. Control Pollutants. �ard arovvS build,,, sr Cam ( Ile fi°wi A»d re pM.t. d _/ rho fCesSu.cy . 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). YhP_ci w i II be no ne-ed -Iv ✓w►r inure( tUaa-ems r- 64or v►n Co n 94rvc- is.� S ►-fie 11. Maintain Best Management Practices(BMPs). �e �v.kro-e L, II be pc n4ec 47; ma. v. iMav‘agc vne v..-t-' /a rid /'corel)rra 4-e Any Sob Cnvv-bcac-6rs . 12. Manage the Project. /r Lier).,rrt-1 iyrce.r will wta✓A e pro j L ►e( 1-xe_se4A-4- a4- n11 4,yvies So as 4z) e v,4Ice r/1 aspee-1 o r - --1-11is p/an . 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). j f �J Ne h 17t3Y, e t f-�u-� � F,i'a(• ✓!le I c 2t S i p i I fi�....-� d l S-tGi yvi pr0pP.( Liii1 k2.L i) )S-Ivrb-e b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). 11-yprDx 3(0' bui ICI►vi sty' I S 1- t-:( e v)ej. I,t�► bi.i Gill_ y✓1a,� Il � -for �e�r 3. Environmentally Sensitive Areas. a. Description of a vironmentally se n itive areas that are on or adjacent to the site. TJ ✓>d ���D�t�310' tro v✓� be 1 l I,ylo S stormwater site plan template-rev.10/21/2008 9 • • b. Description of special requirementts/fo working in or near environmentally sensitive areas. 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). Alo 1 --(ere see: . s f4 i s "eve( a v d d r y r S la b will o✓t r�a �d ��rvIc ev-�-/ovi will b., SIia Ont.() t s C � CZ' or I 5. Construction Phasing. a. Construction sequence // (� l �J 1 1 .7( ,9 ff / t01.'VIdr-4/o+'\ / —t1'GxWI1✓Ark / COCA�1Y1I1 f 71G41v1C / / v1-kt')cr{" C1nISi1 / 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. /! 51-e- r / l~v v/vJcv-�-1 oy1 CAIN. oq) / -draw i vi /?oc4/yk, (i iov. oq), 5/Gl 1 ni //Y .i-e - - 4s yt i s h (Dec, oq). II. Wet Season Construction Activities. a. Proposed wet seastonstr ction activities S/7� prep / ex76-v1 ` wt 1 Ylf ` �[ l vi 5/ ® 1 i /4 /6(M. c / / b. Proposed wet season construction activities for environmentally sensitive areas. /AA VOM 7. Financial/Ownership Responsibilities. a. Identify the property owner � I irespoisiblefor the initiation of bonds and/or other financial securities. . , Jriv� /01 ii.i` — pro t41 ow✓ip i b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. PersQA21 (Ck r> re,'s1 b l.e 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps.b. Diversions. /�J// c. Waterways. d. Runoff/Stormwater Detention Calculations stormwater site plan template—rev.10/21/2008 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 he affected prop kte— (LANDO NER OR AUT R D REP SENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: stormwater site plan template—rev.10/21/2008 12 C zr-o" 12'-6" < 50-0"— >e 12'-6" • 8030 A 1 - 1 0 A v I rig _ >4 °� • N . a 0o t 1---- I c'' 8 II I I to T....k.... NIN w ?_\____,. rn ► o D `� s O N tD0 \ 02 lb. ovi om CO03 >e N P 0 8 `L `' I I I to I A I i I ›.4 I; f o j 0 II R'o li to 2 11 to I I • Ilk . - : — —I •. 3068 �� 1 4'-0" >< 3'-0" >< 5'-6" •.< 5'-0" 12'-6„ 30'-0" A 03 � d CC Q to \IIIIII1111III '•,.. 5 i TE PL4 tsi . .,‘ .; . - . 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