Loading...
HomeMy WebLinkAboutBLD2004-00115 4110 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD04-00115 Received Date 02/24/2004 SITE ADDRESS: 1084 SUNRISE RD Issue Date 03/18/2004 BRINNON, 98320 APPLICANT: MARTINIANO MONDRAGON PHONE: (360) 556-5913 7419 STEAMBOAT IS RD NW OLYMPIA WA 98502-9308 SUBDIVISION: CANAL VIEW TOO LRG LOT SUB-DIV Block: Lot: TR 3 PARCEL NUMBER: 502105012 Section: 10 Township: 25 N Range: 02 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 800-824-9552 16521 HWY 99 SUITE B LYNNWOOD WA 98037-3161 Contractor's License: TOWNCPF099LT Expires: 06/30/2005 PROJECT DESCRIPTION: NEW POLE BUILDING REQUIRED INSPECTIONS: =FTBACKti : [ UFFER: [4 Footing: Foundation: [ ] Underground Plumbing: [ ] Underground Insulation: [ ] Shear Wall : I a Framing: f 1 Plumbing: [ ] Propane Tank/ Lines: [ ] Insulation: 1 1 Sheetrock: _ [ ] Septic Sytem Final Approval: MD ?I U rn6 t r ( 1 Road Approach Final Approval: ]4 J A J [ ] Zoning Final Approval: 1,4 [I Final/Occupancy Approval: R'7— .I `D - 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 COE t BLD04-00115 • 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 2, 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: Type 3 Stream (Walker Creek), Level I Landslide Hazard Area, Eagle Habitat Areas and Elk Habitat Areas. 2.) 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. 3.) A Type 3 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 100-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. 4.) 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. 5.) 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). 6.) 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. 7.) 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. 8.) 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." 9.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 10.) 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. 11.) The identified Fish and Wildlife Habitat Area (Type 3 Stream), shall maintain a vegetative buffer setback of 100-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM)to the new pole building. 12.) An additional setback of fivelfeet is required from the edge of the buffer"area to the proposed pole building. 13.) 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. 14.) 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." 15.) The applicant is proposing to create or add 3164 square feet of impervious surface and 3164 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a stormwater plan meeting Minimum Requirements#1 through#5 of the Stormwater Management Manual for Western Washington. 16.) 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). 17.) The site plan as submitted with the building permit application on February 24, 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 March 3, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 18.) This approval is for a pole building 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. 19.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 20.) 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). 21.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 22.) The building height is not to exceed 35 feet. 23.) Minimum setback from Sunrise Rd right-of-way is 20 ft. Minimum setback from Sam Land Ln right-of-way is 20 ft. Minimum setback from Walker Creek is 105 ft(100 ft streamside buffer plus 5 ft side setback). Minimum side and rear setbacks are 5 ft. 24.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 25.) Letter sent February 26, 2004 informing applicant that the regulations and requirements for an on-site sewage system were not considered for the non-residence building without plumbing. Building without a primary and reserve drainfield areas may impact the ability to place a residence on the property in the future. 26.) Sunrise Rd is a private road (P349). The road approach is existing and an address of 1084 Sunrise Rd has been assigned to the parcel. 27.) This parcel was created through the Canal View Too Division One Large Lot Subdivision under AFN 362182, filed of record June 3, 1994 in Book 1, page 50 & 51 with Jefferson County Auditor's office. 28.) Plat condition (c) states that a buffer of native vegetation shall be preserved within 200 ft of each side of Walker Creek. No clearing, grading, filling or excavation shall be conducted within this buffer. Io 29.) A stormwater plan for a mediproject has been submitted and approved t y 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. 30.) As of March 17, 2004 no response was received from Jeff Davis, WDFW. The parcel is 5 acres with over 3/4 of it covered with dense vegetation. The pole building is approximately 864 square feet in size. 31.) Per voice message of March 17, 2004 from Shelly Ament, WDFW wildlife biologist, the proposal is greater than 800 feet from any nest and is not shoreline property therefore there is no impact to the Eagle habitat. I:\F_BLD_Permit_Buildng.rpt 10/29/19 r Ak2/04/2004 09:52 3603794451 JEFF 00 DOD PAGE 03 ON • s � rtnuint of ty 621sn &trot Part I, , ugal 4. A ,CF;',c3.ti• o i , . ) . Project Description: ��+g•• �-X t125--PO--f 69 I s "-Building T c vE�OpP�c`'�f 0 Sines,Pams3y oct 1 ypar Frame fyp ' Garage Amchrd/Detached ` New 0 Wood 0 Modular /R 0 Addrn� 0 Steel 0 Akerapoaemocial 0 Concrete C 0 Commercial 0 Repair ❑ Multi-family/,9 of Unas ❑ Mtsonrp 0 Demali ❑ Industrial 2�cr ❑ Other: Bedroomes Batttrotansi ` Type oiSc*age Dupo�sal�'. Type of Heat: Choose one: FYicinp Existing Proposed: Proposed 0 Sewer ❑C°mm"nhY � 0 Elecainity Oil Tod ?oral: .Indsndual em ❑ Woodstove ❑ Propane 4 If not sewer,h l out the fo g: 0 Hear ❑ Conventional 0 Alternative 0 Orhex Fannie# SET' 1 rv—eta-Su iz, Private well P o_p ed 0 Two Party Well O Public Name of water system: Square Footage: ;_F-00.factrae Quit:• i.i •s..�� "Main Floor 00 R OkOtlfi' _ 5 • . Floor 3rd Floor . �' • � �.': �`pY `# fi: ; is:- ' Q � „ . . Hod Basement " . Unhrd Basement S"uIitac.l- . , '`' • { . , . .4,413. Garage/Carport R i2q 1 3 s g d• 'For - . • ,'...,._ :.::�- . . ,. Decks ,�terRevievii� , -='` • . •��,.. . _ ��� i91°riRd . ' • _ . Conamercal :., •. Industrial Other • 1 :t-:' :: ''_ ''ttia:51- :•:T:. 5 g • . Total Vah,v;na- tiiibCacti, � .. ; �a 0 33 'Iriinat _r' Estimarad Cost ;. - 9j/t , If within 2001 of the Shorelin.e, Distance to Bank or OrdinaryIf*'Water Made _Bank Height ft. omissmn of a asap - ' made the ap owner soma tee• u sae taunt to 0 h1'*b'eAP v d+h respect to thisparka may ands in this p®c ban soi and void ossot I lusher agree m sae,ind®niIy and hold hmRairs Jefferson tourny spinaoil lea , spins[Jefferson Croa[y.s a zk at or in c2u u a of the gradast of Mk perm¢ anmrs.route tn:ooible sawmes/:reds...at�,d. rimy' maywy K i further agree co provide recess esd si of m Jefferson sod k s em Amen rod der ro she sppirant'a orsnuausashad roguosred sod steal occur doing aide business Ilene➢�P of appliadm'trios,and aarreyrit,d lsrr r iat�, 75 Signature yin .'7\`^ pate: ��i /of 411)B UILDING PERMIT APPLICAlli ON MLA04-00095 Review Type: i Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: . BLD04-00115 Received Date: 2/24/2004 SITE ADDRESS: i. SUNRISE RD BRINNON, 98320 OWNER: MARTINIANO MONDRAGON PHONE: (360) 556-5913 7419 STEAMBOAT IS RD NW OLYMPIA WA 98502-9308 SUBDIVISION: CANAL VIEW TOO LRG LOT SUBDIV1 Block: Lot: TR 3 PARCEL NUMBER: 502105012 Section: 10 Township: 25 N Range: 02 W CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 800-824-9552 16521 HWY 99 SUITE B LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 6/30/2005 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NEW POLE BUILDING TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 13,910.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 864 SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: F&W Landslide q//4/ 02(2/00a 4f' Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: Approved/Date Permit $237.25 KAS 02/24/04 62584 Plan Check $154.01 KAS 02/24/04 62584 APPROVED State Building Code $4.50 KAS 02/24/04 62584 Total: $395.76 MAR 19 2004 Jefferson County Planning & Building Departm` t it h w"Ace jo4 �Il j..., 0 '\ r -0°N co JEFFERSON COUNTY r ; DEPARTMENT OF COMMUNITY DEVELOPMENT , FEB 2 4 2004 �. ) 621 Sheridan Street • Port Townsend •Washington 98368 tr � O tt O" 360/379-4450 . 360/379-4451 Fax L http://www.co.jefferson.wa.us/commdevelopment/ ; APT OF COS t��� , .;EVELOPMEV STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# 50 2 4®5®/Z PROJECT/APPLICANT NAME: % 614 k Jv 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. . W\ Y- IrlfaU d + l j I ; Idi' , O.V)O access rd i </• Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. IPr0 pre-4,—AA is pat—Hoc c-I t3!k_f- d uke t-{t' c o_/1sQ t-'Q.S D 3. Describe the existing veget tion. Indicate native vegetation areas on the site map. T,c:.ex5) art cl r .ice �'1 c i //1 o C�iit r ,t. � �1 4. Describe the existing soils. Indicate soil type on the site map. (A.A c.ik SO k 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 in icate acreage of each. / St)e•t . APPRUVED 6. Describe any excess levels of noise generated by the proposed use or activity: STORMWATER PLAN �I� 4- MAR - 3 Z004 JEFFERSON COUNTY DEPT.OFF UNIe/,il� 'M 1 stormwater site plan template—rev.10V1/2003 5 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. IV/4 • 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.). ' + % /i - /5 C-V►rii4Z �1/4due-G.r7L, UO)C — So .5 .re_ c SO 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. 9. 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 existin facilities. ICI; i II G,c.L ,,a±I---g *t d- Li:1 t VW t .1/&s2Lig,chs 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 1 ge"projects or projects that involve the potential for dispersion of contaminants.] 11. Describe the performance goals,andi standards applicable to the project. / -71-0 h h-ti�'JL' 04 /2 c1--d e er-m t/r/,4I �Iir✓i/ ✓r.,v,i lei`, iG.„ S/ ..'' , : ,.. ., Describe the flow control system //f r (I 1 ' e stormwater site plan template rev.10/1/2003 I 13. Describe the water quality system. " l - II 1y I A.//i _� [c F ;i - I !i 1. �� F� 2 4 2004 :ter l :i vtYI.CO CJti.pi..,,c, , ,,rVE._Q°ltit $j 14. Describe the conveyance syste analysis and design. _ _r _ ----- • 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. Itlyn 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Al/fr . 17. Describe the proposed surfacing material. /1/`4. 18. Describe for restoration of the site. a.l°"t_s or bar. 5t�/ / ov/5'C// buiveim, god a Gc is l 1prli / i-- , , 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. 44704 20. List here and include any s ecial 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 restrictions here. /®f�� -, 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. r-- /‘-oyc 2. Establish Construction Access. A/Pi 3. Control Flow Rates. v, 4. Install Sediment Controls. (Js d c fte,d0r) 5. Stabilize Soils. ,,t r 4 6. Protect Slopes. F-r /1" 7. Protect Drain Inlets. V/fr�l 8 r stormwater site plan template—rev.10/1/2003 ir 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. ` / '`ll 4.) 7 R 'j I ,r-T • _Li FEB 2 4 2904 Li. L 9. Control Pollutants. /17 �,cPT. OF CJ5 r EVEi NE.4.1 10. Control De-Watering(the act o • g groundwater or stormwater away from an active construction site). fp7 11. Maintain Best Management P Pra `ctices(BMPs). !V 3 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). N fr b. Description of the downstream drainage ath leading from the site to the receiving body of water(minimum distance of 400 yards). Iv 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Adifr stormwater site plan template—rev.10/1/2003 1 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). 1/7*- /V 5. Construction Phasing. a. Construction sequence / 7 /4 / b. Construction phasing(if proposed) ,i 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). i. Provide a proposed construction schedule. �A a. Utz � II. Wet Season Construction Activities. a. Proposed wet season construction activities. 1. V b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation o 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. j� A" b. Diversions. " 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 to the best:of my kno edge. I also certify that this application is being made with the full knowledge nd consent of all owners of the affecte prope . ( ER OR AUTHORIZED R PRESENTATIVE SIGNATURE) (DAT THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED: E " 1 'f ‘.1 n 1 Rn4 ' FEB 2 4 2004 �_.. '• i Y , t tom_. • u pT.OF CO ,M,.._m,v stormwater site plan template—rev.10/1/2003 12 r ( , #ad3.3 31ln1V1101T113wOlsn:) •uolleaol loaJJoa ayl w 6uiMeip sgl uo uMoys aie saiLlyn 6ullunoaov-MOIIOA Ado3 aalllp-01W Moo Jawolsn3-eligm Ile legl seljuan pue`yjjoN NI of 6uipIlnq ay)io uoljeluapo'6uippnq aqi to uo!leaol ayl panoJdde pue pavan seg Jawoisno INVId 3115 3131 WLOONi NJIS 1ON OQ S.—--zr>-d QZ'S -- a-1- Q/O/ 0170S Q 6�'6�� -24.15�ciat/ -a,r)V / --o _/ sY --DI 1775 ..d� s, jar y S� 4v -0 /el ‘_.i N Ai 1/.‘ l'iVk:, ,r ... 1...\ — 1\1 „. / 1.-.4 ) / • / -0 — ,1 k • ..c..........,,,,, Ae * , -. 4(... 7----1 N �rn -A ,./..:: (.,,..,_....w.... � r/ y . , . CD )11(1-- V 1-0 (-, 4/ . ...../(<, (A g kli' L g ' c ew i .44 -Xf< aoZ = ss?mV -17\ 4 b9 - " i'P .1°9 ?ac°61c J,JV. 1/ �J �� S/ -;- 1 a-Z0 GO i-Co S 4 ` ^ �` -�°°n 47, - - Z1 Q— �jQ1— - :#1unoaayxel tM 2 J- —17/1 Mr, girls :uopduasea Ie6a1 .sseippV alls qof r--r -a 01'101.4 :eweN qop §� 3$sedo ] 6ul In ,'lj uO s ua,j� aintn. �n o (sivawaiaul, smoluo 01 pl q pesodad of ssaaay Fl sivawase3 p a l <j• '•I ud) ueldao d❑ aweu qi!M pew u!eyy4 6u!PI!nq pasoda 11660jd3NMOL�a O!l sio!ae iuO3 _ 11i8 /-'ONE*"""1° �,� '�'`'� JaieM 30 salpog❑ s6ulpinq 6ulis!xa'pasodad to s>pegias❑ s6ulplinq 6Uilslx Z9S6-VZ8-008-1 :said ilol 9LE4-ZDL(SZh) XVj — • ��► SSSL-E4L(SL6) siapenbpeall ange6swiwpV — �— /l�adoid to uollenel scup JeMe suoisuawlp/q�ada� SJNtcnine 3INVH3 1SOd �.)ui.noi�V ypu, Mc� ❑ ZSS6-0P8(esz) ulluAnd ut4 u,e(SZD)10,0A3 arimmoommnooi �1 a ezls i �7 playulwp pue Dudes❑ :ueid an Buioa Jew 13043 eseald L91E-LE086 VM'POOMuu/1.66 6em46!H LZS91•e a!!ns at1UTl0-)2s UA10 ueld aligII '1111111M11111111111111111111111