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HomeMy WebLinkAbout20041627 Ver 1_COMPLETE FILE_20041007Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality October 15, 2004 John Thompson 452 Butler Ridge Road Fletcher, NC 28732 Subject Property: Willow Brook Falls Subdivision Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Thompson: DWQ Project # 04-1627 Henderson County You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 65 feet of streams for the purpose of constructing an access road at the subject property, as described within your application dated September 24, 2004 and received by the N.C. Division of Water Quality (DWQ) on October 7, 2004.. Aftet,reviewing your application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14\when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved (Units) Plan Location or Reference Stream 65 (feet) 2. Erosion & Sediment Control Practices 401 Oversight/ Express Review Program . 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX 919-733-6893 / Internet: hftp://h2o.enr.state.no.us/ncwetiands Nose Carolina Xturally An Pniin IrlnnnrhhmihdAffirmotnmAntinn9-1-mr_rAO/ Pa-1orV1n0/_Pnetr:nnanmorPonor John Thompson Page 2 of 3 October 15, 2004 Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices in order to protect surface waters standards: a. The erosion and sediment control measures for the project must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual. b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. d. The reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur ili wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre-Construcon Notification. All construction activities, including the design, installation, operation, an maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 4. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. 5. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, John Thompson Page 3 of 3 October 15, 2004 Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919- 733-9721 or Kevin Barnett in the DWQ Asheville Regional Office at 828-296-4500. Sincerely, Alan W. Klimek, P.E. AWK1bs Enclosures: GC 3404 Certificate of Completion cc: Fred Grogan, BHMdesign, PMB 164, Asheville, NC 28803 USACE Asheville Regulatory Field Office DWQ Asheville Regional Office DLR Asheville Regional Office File Copy \ Central Files Filename: 04-1627 Willow Brook Falls (Henderson) 401 Af a 10/5/2004 NC Department of Water Quality Attn: John Dorney 2321 Crabtree Blvd. @ R D Ste. 250 ° D Raleigh, NC 27604 1 0 C T 0 7 2004 Re: Stream crossing submittal for Willow Brook Falls DENl2 - WATER QUALITY WETLANDS AND STORMWATER BRANCH Dear Mr. Dorney: Please find the attached PCN application and 7 sets of 11x17 plans for Willow Brook Falls located in Henderson County, NC. We have also submitted a request for land 0 disturbing approval to NCDENR & one set to WRC. s H fMl d e s i g n It is the intent of my client to begin implementing erosion control measures for clearing and grubbing upon approval of the agencies listed. Landscape Architecture Land Planning This submittal includes: Environmental Design • 7 sets of 11x17 Erosion control drawings for review Graphics • 5 copies of USACE 401 PCN application • 7 vicinity map • 1 check in the amount of $200.00. 1854a Hendersonville Rd4gs. PMB 164 Please call me with any questions or concerns. I can be reached between 8:00 am and Asheville, NC 28803 5:00 pm Monday through Friday on my cell phone at 828-712-9429. 828.684.3820 Fax 828.684.3886 Toll Free 866.684.3820 Thank yo , www.bhmdesign.com 0 /Fred Grogan r? , ?/? l? PA 1 d1 / " j C Project Manager 11? ;G i' AJnc V1 I / e / /11/L a FF-D3 1 A Fl a "NED t? Office Use Only: Fozal version May 00. USACE Action ID No. DWQ No. 041627 -- _-- (if any particular- item is not applicable to this project, please enter "Not Applicable" or "N/A") ?. Processing 1. Ch k all of the approval(s) requested for this prn ct: ff Section 404 Permit Riparian or Watershed Buffer It, c,, ? Section 10 Permit ? Isolated Wetland Permit from I ? 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certi !' C Con is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is prop( use for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), co,11-Ie;te section VIII and check here: Q 5. If your project is located in any of North Carolina's twenty coastal counties (listed ott )age 4), and the project is within a North Carolina Division of Coastal Management \n .l of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information p LR rr,' I. Owner/Applicant I formation D Name: - 106644 5r-, ? f 0 C T 0- 7- 2-ot?4 Mailing Address: el S 1,? ;. ?R? rya ?•? % -- DENR _ yy ERIQUALffy TORMWATERBRgo Telephone Number: 8 2 B - J,,9,4, Q Fax Number: R_(4,P4 -1 -- E-mail Address: - --- ---- 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorizati( n .it'-ur trust be attached if the Agent has signatory authority for the owner/a plicant.) ,? Name: ? ?( U J) e Company Affiliation: 5 ? __ _ __ _.__. Mailing Address: Dr E-63 Telephone Number: Fax Number: __- E-mail Address: Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect o local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing I pro )e?1y boundaries and development plans in relation to surrounding properties. Both the vicinity map and site platy must include a scale and north arrow. The specific footprints of all bi ildings, impervious surfaces, or other facilities must be included. If possible, the maps and plan should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the pro -'erty boundaries outlined. Plan drawings, or other maps may be included at the applicant's dig cri [ion, so long as the property is clearly defined. For administrative and distribution purpose. the USACE requires information to be submitted on sheets no larger than I l by 17-inch ft vat; however, DWQ may accept paperwork of any size. DWQ prefers full-size comtruc,tion drawings rather than a sequential sheet version of the full-size plans. If full-size p an, are reduced to a small scale such that the final version is illegible, the applicant will be infon nevi that the project has been placed on hold until decipherable maps are provided. 1. Name of proj 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): A 77 tiS Sr _ _ -- 4. Location 11 I County: EADF- mo a Nearest Town: 4E OF 9-.%0, d I,LL r- Subdivision name (include phase/lot number): --- ----- Directions to site (include road numbers, landmarks, etc.): Janet ILOCKS IWILL6 kir= ex ??, Te /AJW,0, ,mob Atrasa.d TAr? r 4H GI?c?aa.?i4?. S iTW Is.OK L F-pr (Sax kor ob JIC.1N kn MU?P) 5. Site coordinates, if available (UTM or Lat/Long); _ -- (Note - If project is linear, such as a road or utility line, attach a sheet that separately I is s the coordinates for each crossing of a distinct waterbody.) 6. Property size 19 . 31 kc --- 7. Nearest body of water (stream/river/sound/ocean/lake): 8. River Basin: r -- (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o enr state nc us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinit of he p, eject at the time of this awlication:_ ePF r, ? c Ratutit, To seep 64Va Y -- Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used, ._._.. 7R. 7V-a Lo :s ?rr4Nnne? e?, C?.?gty?T?c?nl JePr??;:'?__ Tem, ?}- _ - 11. Explain the purpose of the proposed PAIi IPLO IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits, and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated tivork, and provide justification for the exclusion of this work from the current application. VL Proposed impacts to Waters of the United States/Waters of the State It is the applicants (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, perrnMent and temporary, must be lasted herein, and must be clearly identifiable on an accompany inl, site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs nay be included at the applicant's discretion. If this proposed impact is strictly for wetland or st •eam mitigation, list and describe the impact in Section VIII below. If additional space is nec de j for listing or description, please attach a separate sheet. Page 7 of 12 2. Individually list wetland impacts below: Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream linear feet Type of Wetla id" ** * List each impact separately and identify temporary impacts. Impacts Include, but are not limited to: mechanized clearing, griding, fill, excavation, flooding, ditchhWdrainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-35:3-% 16. or online at hen:/Ayww.fema.aov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beever pond, Carolina Bay, bog, etc.) Inidicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: 3. Individually list all intermittent and perennial stream impacts below: Stream. Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name* * Average Width of Stream Before Impact Perennial or Intermittent" lease s ec± .9 S ckeu &6 1 Cum ? r , , " List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associalcd rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net oss.gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the rearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358.9616, or online at www,usgg,gov. Several internet sites also allow direct download and printing; of USGS maps (e.g., www.toxtc?: c?L,?,.S?4Ill, mm-mgRgmest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: CO. t E_- Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Often Water Impact Site Number indicate on ma 'T'ype of Impact Area of Impact acres Name of Waterbody (if applicable) Type of Waterbo Take, pond, estuary, bay. ocean etc_ found, "' List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation areSging, flooding, drainage, bulkheads, etc. 5. Fond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. ,Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): E] uplands [stream ? uv,t.thtnds Describe the method of construction (e.g., dam/embankment, excavation, installetion of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local storrnwater requirement, etc.): - -- Size of watershed draining to pond: Expected pond surface area: VII. Impact Justiitcation (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to prcvide information related to site constraints such as topography, building ordinances, accessibi I ity and financial viability of the project. The applicant may attach drawings of alternative, lower -impact site layouts, and explain why these design options were not feasible. Also discuss how mpacts were minimized once the desired site plan was developed. If applicable, discuss cons-,:ruction techniques to be followed during construction to reduce impacts. ?or?. ?rt?to__? 1?.er,ca,?ct?s Ta ht+rss iAmKnm-Lase 1% kH to MRtrlTtttrtlnlt? M?N?Mdr.. Vft-00 cL+ 1694t1401Jr014.. CuPAM VIII. Mitigation. M?T- DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. ?ac:tors including size and type of proposed impact and function and relative value of the iirtpacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable i.acl ude, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached i n order for USAGE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, avaihVe, at http://h2o.enr.Eate.nc.us ncwettuds/strmgide.html. I. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear Feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please; attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restomdon Program (NCWRP). Please note it is the applicant's responsibility to contact the NC?VR P at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at hW://h2o enr state nc us/wrp/index.htm. if use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): _?. Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): _. i .? Amount of Coastal wetland mitigation requested (acres): Page 10 of 12 I. X. Environmental Documentation (required by DWQ) Does the project involve an expenditure (federal/state) land? Yes ? No of public (federal/state) funds or the use of public if yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEP'A)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SFPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes [? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please stttach a copy of the NEPA or SEPA final approval letter. Yes ? No ? Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Suppl Buffer Requirements), or other (please identify _ _)2 Yes H No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. of buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* s qImpact ua a feet Multiplies Re uatO 1 3 2 1.S Total " Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservatien or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. X. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in. order to protect surface waters and wetlands downstream from the property. I a , 3> t?pL? Ta Spa V e ac t re -C jc* ha', C.A4?cfs L? ?Rt,?-rya 'Pepe Qo s s S In r XU- Sewage Disposal (required by DWQ) S+co?nc?-s T'nawsp t,?? -1?+ cad ?+ UINFaKC.94a .S ftjC,. Clearly detail the ultimate treatment methods and disposition (non-discharge or disch&-ge) of wastewater generated from the proposed project, or available capacity of the subject facility. XM. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No ? Is this an after-the-fact permit application? Yes ? No ? XXV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose lirrits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). grew. pplicanVA,gent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 Z J Q J ti oo- tND1AN CA,4E D. (SR 1192) Q O CD N L- U) U) J (0 0 N ?cr- r Li 1 1 Y OL CONTACT INFORMATION: John Thompson 452 Buder Ridge Rd. Unit A 1 Fletcher, NC 28732 Phone: 8281206-2121 BHM Design, INC. Brian H. Mortis, RMA 1854A HendersdGe Road, PMB 164 Asheville, NC 28803 Phone: 828-684-3820 DEVELOPMENT SUMMARY I RISDICTION6: Henderson County RFGIL ATIL NORTH CAROLINA ENVIRONMENT, & NATURAL RESOURCES TOTS. 19,31 AC. TOTAL DISTURBED ARFA: 3.81 AC rnNSTRUC? A-: ALL ACCESS POINTS OFF OF OLD WILLOW ROAD rhNt!ll ii L COTR44WR RRMDIIDWLI MR R DSM Ct1MRO. OF OF-NIR BORROW FM 4 DISPOSAL ARRM WLMUS RILEAMD OF REGFONMLY BY WNR N WIBN0. 2. TEF'dWSTV1GBTATIOM WALL M SRDm AND PKILC D OITM E COI1Rb DAYS F L1,004i COITLBTION OF ANY PNM1 OF MADNI L 4I1400 ALL ASEAS NOT PAV81%VJ .T OR LANDSCAM. 4,MDMAT, O'RALRO405ALLISTW.IEIPL7 MPAORIC. L IWIm on TO CONTROL PAT 01R1D FSWODS OF PRYWTATMt 4, ALL 1ROGIOM AND I110F604 CONTROL FR4CMCE6 SLL M C ECKED IDR STAIDLY AID OPERATION M6004 CAM RAMOY4W0WME R WALL ENT N NO CASE LESS?" ONON WRY W'AIIG ANY NUPW 116PA11M ULL M MADE M NVIATBLY TO MAWAN ALL FRACTIONS AS OgLGNP. 1 SEDMRWILL M IR10W RWMffiHSD 11-E ONO ONr FlNON 040N rr BCCOTES ABOUT OD M EBB, AT TN OLT 11NCt TE GOD~ FB=a" BE OWANMD AB IEOWSARY TO MAINTAIN A BANtllR 0. ALL 681OW ANAS WILL M PRRTL=O,RRSONI 0 A W00966ARY,AMD M,LOlD ACCORIONS TO SPROMATIONS N TE VIOWATIVE PLAID TOMAWAN A V100ROIIA DEER VEMATIVt COVER L TBI7'ORMYONEWOM OBOES TO BE SEFEORD 00011111rAWBD DAILY TO NNOM POWIVE OMNNB INTO GROM TNT TREK I \ 4? . / 3 EMPNOALY CONSTRUCTION pW 1.117Ac r / I (D pmMF 1.01 Ac f D .0, B ? f L2 ONOOM Mo. jr? it Of ! t' If 11 !ULViRT INLE I r - L2 ROTECPON TYP. I PE T DRAI G. I 8 , 1,49 Ac / 1 15 ` ` \ I2 10 - 13 0.95 AC t\ PNRI ,:'? •%"\ HEADW LAT PIPEINLET, I L2 wE I / 0.96, Ac r \ POE 2 , 1 ? J1 PIPE 4 t'7% RIP RAP TRIPE anll •\ _ _ / `! L2 OUTLET, VP. \ -, .. \ \ \V I 0.90 Ac I i O (J 0.91 AC 'I. i 1 M 0.82 AC \'\ X2300' -l7. 1 B ? I 1,06 Ac -2320 O S 0.82 /Ac ?.\ 380 A`INT B ASI N.'#2\ 1 L... foN GFROD I - ?• comw REINEOR, ED S11T'FENCE 2 ?` II i 1 a / 1,31. AC 1? r }f I `2 8 1,19 Ac 4- A ' y.32 c I I ' 0.74 Ac -Z V. W 1E0'OlAl1f OWtW TROP PKNDRO D GILT IIDCB Cx ,I. S1.1 T0/ \ M CNOOCAM TO" ="1R1=M DOW" `?M?Y txMNION EWW I'"? EMITS CP DBTMBAYA! 0% COLVBNKBTFROIWrM #1 RP IMP AT PM CURET 2909. I ALL EROSION CONTROL NEASUPES ARE TO Be PERFORMED IN STRICT KGORDANCE WTH ASWIR04 tt5 OF TN NORTH CAROLINA DEPARTMENT OF EM4ROR*ENT, A NANRAL PESOMWES (NC OENIV EROSION CONTROL ORDINAIYE, IM POLLOWNB COFESOWTION SEGUME SHALL BE COW'LE D WTH FOR ALL 1,0104- 1. - OBTAIN BRADINS PERMIT FROM NC DEER, 2. - INSTALL ALL EROSION C4HFROL MEA011RE5 AS REWIRED BY 14=01R. S. - OBTAIN CERTIFICATE OF COMPUANCE TMOUSN OWSM ftPBOTION BY A 1 SEMTATIVE OF NO DER, ADDITIOtW. HEASI11RES MAY BE MUIRED AS NEEDED, 4. - PROCEED MITN SRADINS, CLEAANS AND ORLBBINS. REDO 5. - INSTALL BASE CaIRSE TO NO DEPARTMENT OF TRANSPORTATION STANDARDS AND SPEGIFICATZMS. 6- SEED AND MULCH DESGED AREA WTHN IS DAYS AP1ER FINISHED SRAM APE ESTABLISHED. S? AND SOILAKWI-8MT8 SHALL EE PLACED ON A PARED SEEMM AT THE FOLLOWS RATES PER ACM. - LIMB 4000 LOS - PERTILIJB2 60-10.10) 1000 LOS - KY-0I MISC N! 100 LOS STRAWMULCH 60-W SALES - FOR SLMIFR SKIOIINS ADD TO THE ABOVE, G1ERMAIN MILLET 10 LOS SWAIN BRASS 15 LOS FOR WINTER WEDINO ADD TO TM ABOVE, RYE BRAN Is LBS - FOR ALL SLOPES Dal OR STEERR ADD TO TIE ABOVE. SERIGEA LESPdORZA 40 LOS - M IS AGED, NOW CeLUAADW MAY Be SUBBTIVrED FOR STRAW M1LC44 AT IM RATE OF 1,000 LOS PER ACM. - ALL SESDINS SHALL BE MAINTASEV, MATEMED ETC, WnL A POMAMENT VEGETATIVE GROUND UWER IS ESTABLISHM OVER ALL DISTURBED AREAS. 1. - MANTAN SOL EROSION COWROL FlASUgG+S DITL PeF44ANW SROIRD COVER 15 ESTABLISHED. 0. - REMOVE SOIL SWSION CONTROL FlMI1RE5 MD STABILIZE THOE AREAS. 4. - REOMST FINAL APPROVAL BY NO DER L ALL SOL BROOM CONTROL MANRBO gEMD BY 11110 WSON7 PLAIT WALL M A'BE01VED P14M TO GIt4DNA. CLEANS OA GNMMB. 3 1W= AMA TO M MADRID OK" M CLNAPW AND GRB01D, NO FILL OR" 010 PLAM M ANY AMU NOT CLSAIMD AND GISEB®. L ELMS ORBIEIIB STAUP. ALL FILL AMAO OWL M C"TPW D NLVY6MOF OR "AX" 71610fA, KM BRIM ADM OROOL CODNIOED TO TIE OPTMMM MOWTMM COSBNT N DBTMV*M MY 1W DdU4 RAD COFPACIED OMA "W& POET Rp.LM To A Do1TAOfld EWNL To on~MtTWN MA (loft N TE T7PD' O' TID 604RAOR MLOS R ADWAY& *0 PAWM LOW CP M pNNTY OBTAINED RY O"ACTNO A W#LE CF TM: MATSM4. N ACOgOAIp WITH 1W EUNDAM PROOTORFEOILD o 1101GTLN4NOBTY ImLARTBWP 1107, ASW OOSOOG AASMO.US INLLUS SFBCMIlO N 4 ALL RR06M CONTCL OBVIOUS NON M SILT PRICER 1R. WALL M NAWANID N WRCABLS CONDITION TO LM CF 718 PROAICT AND WOA M INMWVW Al M 00ML/11010' TE PIDMCT OLY ON TID BIMAWN APPIOMA.PAM'BM MALL M 00409ROD ADOIDITK TO CLSAWO AD GIENBIC. M NIONG IN IM A M PRUM A STOW CALM SOLL BROOM 04M OW"M M404 GRADES OROMATO MUJ.I S' AND %"SD ANEW TNW SHALL 6B $WA ND ATW WTRA COST, AO ALL OLT WOW CR OP TIE PME6T ON MTO ADA40111INT FROPIOR.SWLL00 ONP WD NDIEOTBD BIT M 04N19G AT N0 0044 DOSI. TM CONTRACTOR WALL ADMIX TO AY A FROVICD BROOM DOM"PLAID 111E1NR ODDATIP NTE OpIYIRIOTKN MAB onu OWA ORARAIX C04M 0. IM COORACIQ! 61ALL V"WL ALL 'Mr BY PRINOM 047004 AND 6"1 MSTVIDB ACOUSS AT A L TFWO FOR PROPERM 008110 MAIN TB PMRI CT AMA *0 PM010VEDY V0401.211, ALL OPIDM OM0140 *0 N/TARDOW AMAO 811- MCLWtl,YMAMODNACDOMPAIQ11IM" IKCMkATIOM 6. ALLAPIWW#M TRAMRD?001D DNITMW.LM1EB>®,F6RLI,M AD PILOm ACOOIC11i701140 OrWMATIOIB. TIE POOMD &WACS COWL M TO GRAOM AND OFDOM FM OF ALL ROOM LARWIR ICON O',MWPE T MAGI WW M=k IDMMO MOON AND GOMO FIRM IO SRD*M" AM-AM WALL M L.OOMM TO A OBflN OF1 4ti0'TO ACOPT SEW. 4"E 40WRA0fO141 6NLL NOT FADOM WI M SRDNS OPMAIIONO WTDIR FMMT OWANIb IN WWFEWSS AYRTVAL OF 11ID apADW AWAOL ALL IRDNO WALL M POWWN IM BY A PRe"k-AL NYDR041lMW NOD SIM*4 04" M AYTbREW W AM ANA BY AMA APPROVAL BY TN @WINIL 1 TWM OOTRA.TOR B RMPOIDMLB PM TN OOORDNATM OF AD"IMW OF ALL MM WlAE AVOBGMS W11NOIN RRORTI TM WW OR A mLY COIPAMY PORPO" TN WORK L IN TIN WvW DION06 E 6ICB004UK on N1W36 AN BNCOUNIIDMD WINN"L"76OF CONNIVICIDN,iN CO TRACrOft 64ALL NATAL NECESSARY 11011111% DRAINS AD SrON AS DIAIOTD BY TN 80lIDNL ALL TORO AIWA US PAID B:ASM I,M07 MR WOO, MLW O'NEgED 00AEWL L MeW 0-WnD,ATOM ORANMPB WALL M OOMMATBD META, PPB YdTF1COl?OB'ED TOAAARDM'DO,WN A A M"100D0 To A0001'MODATB COR4BAt o 004,1LNO 0M0L W MR 04" EE Y GAWE, W A0 70' FIFO WILL M N "M AD W PM 00 OVOR MINA M D "OL C W"4 BAGS SHALL COPOW TO N=W 092-NAI OMPLB BMOC WALL NOT M WW.MOM 91411COAD, WOW DMN PM 6WL M PMORCW COIO I M PM CCPMCgI0R1NSTO AAWTO M•IY, AS C4WAND N NGDOI` 6TAD#M WROMATO1 M4.11% FOR 0"S' 7YM ALL COMWAIBD MIA, IPOIW GRAIN PM4 COT'! 61W1 M A.WM="M T WRR4OED OURL MWM "IRRID N A0001OA400 BRA IN MGWR1111i Cf AANOOM.IO.TE PM4 NWLMMALMCNED FIICM ALRB1131D EBB. MBDMAIBBAL COMOB'EIG TOM ', PSGAWWM OF M6ROM.TM. ALL rft &I" M RI INOW WTI MMICLM D" AO OIALL M AOND MW NEGRO 6ODA of" UN OFVMS VADO ULL NOT M ALLMOV. FMB TROIDN M' DW IOM WALL 09 W 6 41104 MM INIONM p' DLYEM10N4L M NAGIDLPME TIIICIIOM k' ONiID71ll! W4L M S OAWB. IV CM111A4TOR SHALL VeWr ALL L'LBYAIDN BROOM WTALLAIIOM OF IMGLNWM, L COIDMTB AD MAMW WALL rMT M PIDW KWON" OF APPR'PRWTB GROWN OP NCDOT OTADAIO AFROWATONS AM MOAND ERDTIW A.AMT®ITIO140OIOMTS 614" M C"M A OSa4WOPN M67MM M4M MG6iIBR0 O 6=110114 WD, 00MTR0110 N ACCORDAICB WTI MCRIDM 02LPWAI&W 04L MW TIE P62 MWWM OP 6BOTIO14 OW,,CO1SIROT D H AOCOIPMOR WBI SECTION OW AADACROAL Im VICINITYMAP N.T.S. scab r-W NORTH 0 80' 120' '180' GRADING & EROSION CONTROL PLAN NOTE: A MN. IS' SLFFER ON EITHER SIDE OF STREAM SEA" SE MAINTAINED AT ALI- TIMES. i ? V J fA a J z 0 Oro 0 - Z M 4 'o LL 0 W Z 0 O J 0 W Q I mH a 04(N ro ? J V 10 ? C ? 9 mQ V T L Z0 ,O = V O m c <. 00 ? ? a 11168 1 I Sheet . Title: Job Number. Date: I1trN M24,TGN Drawn: Ra Approved: Revisions: Sheet L1 of L3 I C,DPACW 601. 1 TMN X11 ??? ??? -lr $WALK To 004111ICT FLOW A"Y FROM Bg7SICN 6ENBMVE AREAS i IS"MN r rrl , ( r-')\ D TEMP, DIVERSION BERM NOT TO SCALE SEDIMENT Sediment Capacity Sediment Capacity Basin Oimcnsions Basin dmtdamsac capacity is proAded. TRAPM Area Required Provided 'A' 'D' 1 2.52 ac. 2,411 ct 2,520 1 12011 21 fl 1! 11 2 1.87 ac. 1,8480 1,8800 8411 2011 1 1 it 1 2.55 ac. 2,3944 2.415cf 11811 2111 111 811 ro' aRPACE AREA A' PLAN VIEW TEMPORARY SEDIMENT Wr TO 60ALa SECTION VIBS UW -I I-wa- ---arSTAF440, V-4' 29 y 14 UP 61RDE6 az ' MN. TTT'. I6' FRERBDAFd7 FNX TER FABRIC ° E CLEAN STONE FER SECTION Y D NAA f6C0 011 EOWU. BE Y EtitlA l ADM." 6 P?,R.E??.: @??p6 4{ or 6 6NRO?T4B? l.. U a CHANNEL STABILIZATION L2 WITH SYNTHETIC MATTING NOT W 6GLE A AO LAYRQ }/ DOUBLE Wx1WWIRE MEN. METAL POST(TYPJ f ZI I 1 ) 7I 11 \\ CULVERT INLET PROTECTION L2 NOT TO S6ALB EROSION CONTROL DETAILS MIN LINE KEY INTO S INTO DITCW SANTO A MIN. OF IS' N000T CLASS D ETi061W C4NT1901. STONE W-51 DIA) NCO" 610. FILLER FAdMC, BENEATH FINISHED GRACE CROSS SECTION y?, NCDOT CLASS 0 Cv'0° 0 ST?IONC4N°IIIWL -5 OIAJ 9?e° ,y °Q, y00 b .0 v NCODW 6%PILTER FAEIMC, N ° co°?.0a 0 0 ee eATN P-ffw-m.--F- 009 6 460 0 0 ° ITN 6INA GRADE SIDE SECTION 5 CHECK DAM Wr TO SCAIJs ?--^ BNyTllb SROIR7 '4W I'll"KIN "am 111.41100 MV BOTTOM "am VARC 611 MTCN GAIIXALATI M PERMANENT DRAINAGE DITCH NOT TO SOME L5 j REINFORCED SILT FENCE STEEL MOT M0vM WFR FAEMC SILT MWOR FABRIC kin FILL SLOn 11 ' ?t6RADE aaaa SR)E NEW FOR WAR OP 6ILT MM= PAILIM6, USE No. 61 1011160l STOW AS AN ANCHOR WI01 WLT P04M 16 PROTECTING CATW DAWN Wr TO SCALE - OUFER TOM , Y PLOW Itl.ET, SEE G PLAIT Mpg CI4MK am ROAD DI METAL POET (TYPJ -*I WA&M STONS, 2.1 .-- / MAX SLOPE DOUBLE LAYEIR OF 12' x V2, Ulm Molkl, BURY UM M'.SN A MINIMUM CP 2' BELOW GRADE DWALL W' CULYM d Y 1 HEaWeLL i- SST UN6VEC BTCNE Nam& A. GRAVEL. PAD TO OR SNP 1 x O' WIDE x 6' DEEP IS, ENrI4ANCElN6WOMP M LOCAMW TO PROVIDE FOR MAXIM UMnrY SY ALL C4"ip1CTICN VEwaES, a GRAVER. PAD MIST BE MANTAAATP N A C4NDrTICN UNICH WILL PFEMINT TRAOKNO OR DRECT FLOW OF MUD ONTO OPPMl'6. FEMOOIC TOP OWS04 WTH STONE WILL BE D. ANY MAtEPoAL WNW STILL MAKES R ONTO TliG ROAD MIST BE CLEANED LP 6'NIEDIATELY. 0. APPLICABLE AT ALL PON" OF NGAM" 4 BOW" WAIL SM 16 6TAOALI=D, FIV-aSNT CMX6 C'Pn4l ODE-VICEE44 TIMELY MAINTENANCE MIST EE PROVIDED. Sb Pw S' DEPiH 2•a' COARSE AGWtlYiATE s TEMP, CONSTRUCTION ENTRANCE L2 NOT TD SCALE -- 6 SILT FENCE RIP RAP AT PIPE OUTLET - r7 4 - L2 NOT TO SCALE L2 NOT TO SCALE DRY STAOM ST" SIEADWRLL, STcW TYPE AND aim TO BE SELECTED OY WNSR PROFIONED STORM WATER PIPE INLET, BIREO B' INTO OREBG am EFORCE INERT AT CFEBC BY SNKN4 _ NAtIW,TONE L8E0 DITCSI, FIGN) LIGHT ,h JON" F.OW PNIWEO GRAM +- EXIST00 "4111111ADE \\ NCDBWlSTD. PR.TERFABRIC, BENEATH A40 ARODC FIFE SECTION ' CCM'ACTED SUEGRADE, TO A O' DEPTH TYIR HEADWALL AT PIPE INLET J z J - 00 Q 00 0 O J Z > m<0 LL 0 W Z° J O Z W .J ° Q I C? rL 04? c LL V ? C V d `• w m a o M i a ?? ? ? FZ m ? Iv r?p am M J¢ ;Al #1168 Sheet Title: uowcon"M Job Number Date: I11111Mal6124,26N Drawn: 1119 Approved: Revisions Sheet L2 of L3' i / STA a 1.5600 r 0.V E360A0 ! P- i u =C /u m N? D ZD ?r D? rn oD nm D•• r m? ;II II ?? C /v 0 0 T r- m 0 C ;u IV ? n Z? t T >r N cn O D r-m p m-yW II II ?0) O Ige ` • • V • . STA = ME0.0D -? `??.... , \ 151?: 'T T a 0.35.00 VF ELV = 2345AD . -VPT V •234L03 VPC TA- •.0+326 i.I 1.... l \ ..... _... ___ ____ _.... ........ . • 1.00 ?? ' ¦ ¦ STA = 1.07.96 = 1.200 ._.._. _.. .._....... ..... .. 1• V 1 \ l a VPC STA . 1491D6 236{22_ ? 237MSS ...t J I y 1 Z 2973,39 1 ..¦¦ 3+30 7 S _. W ELV =2376. _. VPI T 3.60,001- = 0 i }S 237621 \ _. ... _ 1 4.50 Z -4 237239 / r D s+oD U) n O 23616, r _ ?- y D V T - D V P e36e79 V yy> m p -- m 6a - / A = 0) / VPC ELV • 234684 3v3 7+06 -VPI ST +6DL0 - ° a m P2 .SY t - VPT STA - 7 VPT ELV =2326.16 - G302D WC. STA = 9- {, VPC ELV . 2321 .. ...... a.sa / ... / STA = 9NDOD ° a I ELV - 231736 44 - I I 1 1 i , 1 1 170271 : 1 ? VPC STA!. 1+3flOD i ?._ \?\ VPC MV 2391AD I 2794. 94 ¦ a STA = 1.71!6 \ VP : ELY = 2399136 \ \ z ... VPC STA E.EO.OD VF T STA . 2.2026 pp VPC ELV 240657 - 2 ELV = 200657 VP1 STA = 2+0.00 ` e4t4M ` 24 . STA = 4202D CLV =8420.34 2416.7D tyi ? 1S df 8 "0 6 8 R 8 D L RHMdesign, Inc. WILLOW BROOK FALLS m a z gy I o 3 Lk Landscape Architects and Land Planners A SINGLE FAMILY COMMUNITY °q 1?,, ¦s?'' ?? 1854A Hendersonville Road, P.M. Box 164 828-6843820 HENDERSON COUNTY, NORTH CAROLINA W s y ?? Asheville, North Carolina 288013 FAX 828-681-9881 t F11 Office Use Only' 0 4 16 2 7 Foml version may 100.' USAGE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Ch k all of the approval(s) requested for this pro ect: Section 404 Permit Riparian or Watershed Buffer Ili ies ? Section 10 Permit ? Isolated Wetland Permit from lY%,./ Q ? 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certi ric ttion is not required, check here: ? 4, If payment into the North Carolina Wetlands Restoration Program (NCWRP) is propose 3 for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), c0m Plete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Arc a of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information prr-105WIRN 1. Owner/Applicant I formation Name: o 4--- ---- MailingAddress: 45'2 a` 3o ----- SC 2 8732 nr:mR ?'- WATER UALITY - WETLANDS AND STORMWATER B Telephone Number: 828 LPA-'_7_,502 Fax Number: Q 2,P- (ce4 ?- 77.SCL E-mail Address: --- - - 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorizati( ,n otter must be attached if the Agent has signatory authority for the owner/applicant.) Name: -- Company Affiliation: -- -- Mailing Address: -_-- Telephone Number: Fax Number: E-mail Address: -- -- - Page 5 of 12 TH. Project Information Attach a vicinity map clearly showing the location of the property with respect , o local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing 1?ro;-)erty boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all bi ildings, impervious surfaces, or other facilities must be included. If possible, the maps and plane sl could include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the pro perty boundaries outlined. Plan drawings, or other maps may be included at the applicant's dir crction, so long as the property is clearly defined. For administrative and distribution purposes. the USACE requires information to be submitted on sheets no larger than l l by 17-inch foemat; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size p an; are reduced to a small scale such that the final version is illegible, the applicant will be infon ned that the project has been placed on hold until decipherable maps are provided. 1. Name of 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location County: ?AD9_:c Nearest Town: A-E-A0r RsaitillLii? _ Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): aFrte.ita?'??Ji?+_? p ?R..1 S -2 t-i . S. iTe Is ON LF,pr (sax hn-K%aD di*cist tsr M01) 5. Site coordinates, if available (UTM or Lat/Long): (Note - if project is linear, such as a road or utility line, attach a sheet that separately lis.s the coordinates for each crossing of distinct waterbody.) 6. Property size (acres): l 9! 31 kc - 7. Nearest body of water (stream/river/sound/ocean/lake): 8. River Basin: ,ILr al A[lA?? - (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o enr state nc usLadmin/nriaps/.) 9. Describe the existing conditions on the site and general land use in the vicinit o he pi eject at the time of this avvlication: ?PPATY S__L2?c?t?r[., 1?0 ?t~EFa £h4t(1t._? Page 6of12 10. Describe the overall project in detail, including the type of equipment to be used; fi •?__ 11. Explain the purpose of the proposed IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VL Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompany ing site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shoe vn on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or st •eam mitigation, list and describe the impact in Section VIII below. If additional space is nec de l for listing or description, please attach a separate sheet. Page 7 of 12 2. Individually list wetland impacts below: Wetland Impact Site Number indicate on ma Type of Impact* Area of Impact acres Located within 100-year Floodplain** es/no Distance to Nearest Stream linear feet Type of Wetla id* * List each impact separately and identify temporary impacts. Impacts include, but am not limited to: mechanized clearing, grrding, fill, excavation, flooding, ditobing/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year tloodpiains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Vate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1.800.353-9b 16, or online at b%R:L)MX.f a.aov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beeves pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only), List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number indicate on ma Type of Impact* Length of Impact linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent" lease s c ci>; 1 * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and assacia?C: r p. rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net oss gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocadon is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358.9616, or online at M"asas.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topc 4muc,g n Wwwzn.angKest, ,etc.). Cumulative impacts (linear distance in feet) to all streams on site: LS t -T Page 8 of 12 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Mlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number indicate on ma Type of Impact* Area of Impact acres Name of (if applicable) Waterbody Type, of Water o lake, pond, estuary, bay, ocean etc_ ly sound, " List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, arc 41% flooding, drainage, bulkheads, etc. 5. Pond Creation if construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands [stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): _-- Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to prcvide information related to site constraints such as topography, building ordinances, accessibi I ity and financial viability of the project. The applicant may attach drawings of alternative, lower -irnpact site layouts, and explain why these design options were not feasible. Also discuss how •inpacts were minimized once the desired site plan was developed. If applicable, discuss cons'xuc:tion techniques to be followed during construction to reduce imuacts. LJNLr. MRt,?T tiAtae, I M%AJr.. q {41fC?e{. "l* ?e,g1?r?NZ're?. CuR G e?a.?e??,,r . VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to Freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the irripacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining Avetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached i n order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, avaih ble at http://h2o.enr.state.nc.us/newettands/strmLyide.htm]. I. Provide a brief description of the proposed mitigation plan. The description should }provide d as much information as possible, including, but not limited to: site location (attach directions and/or reap, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Pleas.: attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NC`NRP at (919) 733.5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at h ://h2o gnr state nc us/wrp/index htm. If' use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): _ -? Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): _--? Page 10 of 12 M Environmental Documentation (required by DWQ) Does the project involve an expenditure (federal/state) land? Yes ? No X. of public (federal/state) funds or the use of public If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentati c)n. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plait. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Suppl Buffer Requirements), or other (please identify .-__)? Yes M No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If' buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. impact Zone* s uare feet Multiplier Mitigation 1 3 2 1.5 Total * Zone l extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XL Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss storxnwater controls proposed in order to protect surface waters and wetlands downstream from the property. W+U_ 3a kKktWM4 1CZ. Ta SI0" 'VeLW-tT + Svcx? Aw, C+?cf?.L'?,?.w?t?-rtet? P?P? 0,)-j'Lm, SMnwr XU. Sewage Disposal (required by DWQ) '8'a C"''" ,w' o l trM1? R.eAOMo?+r SvsTartr%% oc 5m r F**wCkt4&. S o?hc,.e T"00st l,a?:F; 1? ccna+l I+ EINPaAC.tra S,_r T-R,.,C#.. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. XM. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No ? Is this an after-the-fact permit application? Yes ? No ? XI<V. Other Circumstances (Optional!): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). k4 w. pplieant/A,gent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 VICIIVI T Y MAP VIL L VV BROOK FAL L S WILLOW ROAD (SR 1191) ?- 7162 LF (1.36 MI.) FROM SR 1192 z. 0 `v z v G m 0 N 1 N 01 NTS NORTH I , 4 H ANDSCAP? E ARC?ITECTr APPI ICANT DIONT? SHIM Design, INC. Brian H. Morris, RLA 1854A Hendersville Road, PMB 164 Asheville, NC 28803 Phone: 828684-3820 L 664*AOTOI fAEgYM1MIMLE TOR MWOM CONTROL A OR-MRE MoMW M61 OMPOMAL AREA UNLEM TIILEAND OF IAMPoNMLLITY BY OWHM NOWN& 2. Tti14ADMARY VNETATIO4N4KL BE 6RDED AD KLCfED WTNEI M WOM M DAYS FOLLOREL'i OOMPLtTKN OF ANY PM40E OF OtADNA A OMAWM ALL MEOW NOT PAVRO, WLT ORLANI%CMD. A MID MAT, M' RALROM MALLAW OVER MLRRFABRG, M M47lRGTE t04 GN111OL WET OIAD4D FM OOM Q DRY WLATFkIR (+ALL Ep7MI0H AID NDMR3Hf CCNIFEL FMAATICE6 RLI. N GMGAD FOR MTAM,M AD O'13iAdIOH 1GL1AUI40 EYRRY RNOP.PRppIYNO RAMALL tUr N NO OAMI LCMM iN4N ONCC EVMMI' WERE ANY HMT? IRNARIM WLL tt HADt M7OUtM.Y fo MANfAN KL PMACTICMW A O/MW1MD. t M10E+8M PALL !E IW10uED pRTMMlIR!b M MEDI'Mr 1@1Cf M6E1 R OECplb AMOIIT 05 PT UEIP dr M MI.1 PANC2- M !!DEER POYA! ULL N IRlMIRFD A!lCfMNIRY t0 KAMAN A MAWtllR A ALL MINDED AHEM YRLL ? PORNLDED, NMMDlO A NECMMNq;A10 MU.C4ED ACCOIDN410 yltGpGt110NE N TIE V&1tTATkE FLAN TO M4MAN A Y1501RDIM DAM[ VMlTA1IYE COYER !L T@RAORAIRY DIYlRIIOI dTOMM 10 N NMPEOTED AID 11?AM1@D DAILY M M41MP PONRV! DRAWM INTO W®MM 1PAPM. \ •'?. CONTACT INFORMATION: DEVELOPMENT SUMMARY t RICD : Henderson County NOTE: A MIN. 19' BIDER ON EITHER BIDE OF STREAM avzL John Thompson RECULATIN?EE; NORTH CAROLINA ENVIRONMENT, & NATURAL SNALt- BE MAINTAINED AT ALL TIMER. 452 Butler Ridge Rd. Unit A_1 RESOURCES Fletcher, NC 28732 TOTAL 19.31 AC Phone: 828/206.2121 i OTA DISTB ED ARE&. 3.81 AC 6C6 NSTRUC TIO?S?: ALL ACCESS POINTS OFF OF OLD WILLOW ROAD I ,, I ?,/ v I?NP 20 / ! 0 I r RT ISLE ' r %42 ROTECTIONITM./ `\ 1 1.?g Ac 13 ! 0.95 Ac PIE' I J /`•\ ` ?? ! ? !? ? 0.98. Ac -fl ? Mw + I I j :J DI}(31 U ME0 ?. f PPE 4 1.21 A. /•/ i ' I 1 f 7 RIP RAP T PIPE L2 OUTLET, 0.90 c ?• ? i' ? I` I / ? ?\ 0.91 Ac I . ? 0.82 Ac ?•? ?\ , V ? ?.. 2300 -"- /,.? \ /? ?' `•- .. -,}•, 1.06 Ac / -2320 8 Ac - ` SEDaLENT BASIN -42' 0D'V4t "4 12 ? 1 .... 1 ..•_ . ,.• _•-236 7 ..-.. r \ 1, ? ' I1 ® _ ` RORED SILT ENCE ',.2 ` v I 1.31 Ac ?2 _ ® 2 IQ t I 1 1.19 Ac 4 J J 32 Ac' O.4 Ac ?r f 1A i R ALL EROSION C4N7PAl. MEASIMB ARE To BE PEW'OR}ED IN STRICT M.GORDAW-e NM FZWR 4!N`rS OF THE NORTH CAROLINA DEPAIArmw or EIMRomemr, 4 NATURAL RP50lRGE5 84C DEAR) PR0510N cONTROL ORDINANCE. THE POLLOW S, CONSTRUCTION SEOUBICA SHALL BE COMPLY NTH MR ALL NOW- 1. - OBTAIN eRADINS PEOMT FROM NO DRAPE Z. - INSTALL ALL ERMON CONTROL M RAeURBS AS ROWRED BY NWENR S.- OBTAIN Ce M GATE OF CompuANc! T3IR000N ON-SITE INSPECTION BY A RWRE5BITATIVE OF HO DMZ. ADDITIONAL MFJsMU S MAY BE RSSIRED AS NEEDED. 4. - PROCEED WITH eRADINB, CL.EARINO AID BWMBINS. REDO 5. - INSTALL BASE COURSE TO NC DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 6. - SEED AND muxm DDUXW ARM NTMN 15 DAYS AFTER I%IMSHW SPADE ARP ESTABLISHED. S19fi AND 501LAM 40M3MT 5 SHALL BE PLACED ON A FWARED SEEDBED AT THE FOLLOH M RATES PER ALOE. LIME 4,000 L05 - FERTILIZER (60-10-10) 14400 LBO - KY-DI PESAIE 100 LOS, - STRAW HJLCH 60-80 BALES ICQLC= 1,11 ?Ac ?M - FOR SLIMMER 5EE7IW ADD TO THE ABOVE, GEiWN MILLET 10 L!8 5UDAN BRASS 15 LOS POR WINTER SEW INS ADD TO THE ABOVE. RYE GRAN L5 LBO FOR ALL SLOPEh. 2.1 OR 5TEIAEt ADD TO THE ADOVE, SENClA LOSPEDEZA 40 LOS - IF HIDPOSEEDNS 14 USED, WOOD CELLULOSE MAY BE SUMnnn D POR STRAW MMLC. H AT TIE RATE OF WOO LB5 PER ACRE - ALL SEDDINS SHALL BB HNNTAW, HATMED ETC„ UNTIL A 108444 ENT VEWTATNE AROUND wvW 15 ESTABLISHED OVER ALL DIS"SED AREAS. 7. - MAINTAIN SOIL EROSION CONTROL MEASiLRES, LNTIL PEWWINT eRO4D COVER 15 ESTABLISHED, 6. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. 4. - REOLIEST PINAL APPROVAL BY NO DEHIL dal" casTRUM3M. L ALL WOL RNMONC4RfIWL MEAAMM IYAIIMD BY TIM: 4R4DN3 FLM MAW. M ftWMV!D MM TOMAOM CLEAMM OR WRAWeRn A RWW ANA TO ft OP400 04"M C16NOW AND NRIMW. NO FILL WALL M PACED 04 ANY APW NOt CLMAND AD OIIMMIO. 3. 4MMM 01111IM N MAIID,A.L PILL MA MALL M ONS7010C1E0 IN LAYMWOF M NAXPW IHOMlMW, IRTN WA1M ADWD 00 Oft COIDITOW TO M OFIMW MINURE OGNANT A OMidMAID OT TIC 0441HI MAD C"A01WOWA MNfl1ft A=ROIMRTO A C@MOTION RN'AL 10 ORMNATM HW1 MFR (We& IN TIM TOP 2' OF TIE NM ORAL t1ROD RWAP"YM AND PAROO LOTNOF M OMrtT OtTANO MY COIACT14 A MARINA OFTHM MiMAL N A=00100= OM M NADMD PROWORMIN= OF M0WU\4)041I1' IEAAIM"P TAG, AWH DNW aR AANRaTM" MM WPEORIED IN OTHER 4P!ONDAI04 4. ALL MOWEN C 1611WI. g1MCM NIGH M WLr PROM, MTG. SHALL M KANfAND IN IOMCARM CODITON 114111 LN CF M N,*AVW A0 N41LL= NT0.1D AT TN OO PLN"ON OF THM PROMCf ONLY ON M 0444 N APPRDIAL PAYIAINI MNALL M C *ID0 D NCOFMA- TO CLXAP" AND DUMMM. P 011p16 TA LIFE OP M PIRDAW,, A 6TOW OAMM MW. 011060H 1010NO4TMRM PWON ORAORW OR OMATM WUM' AND 146ED AEA', HMt MIKE M RMAIND AT ND 04TRA COWL AD ALL MILT WMD OT Or INI PIWAO1 MIRE 000 ADA MW PROFMRIY GALL M IMiovw A OWMCMD WT M NONM At WMOMCON. TIE COWRAWO1R 64" ACHIM TO AO' AYRMD BR06M WW"WL FLA4 UIMNMIR R00A11D N TIM C440WDIEN PLAN on 40M SWARNt CAPER M TM CON"tAOT0061"LL OO IML ALL VAr MY PMOM WTOOM AND 04" PWA01 ACME AT ALL I Am PROPERTY MERM UT'N M PM0. AMIA*0MRM'0RM04OY VEMMALL OM OMMW AID NAZ#JW0A ANA 61"" W CLtALY M40M N A0001OA10E MIN IM OM"ICATIOW M. ALL MN WAN TNOM M DPOWiDDW MALL N WDM.PWLM3 AND PIILOW ACWWM TO 116 N'ECIICAT10bW THE PM04D &AVACQ MOLL r To ORADM A)D &W0TN PNW OF ALL IVGft LA'RNR 1141 M',MO VrIew TRACM DW ODDM,R IV-6 ROOM AND 40UNIS PROP 10 MRDNMI TIE tLWWM GALL N LOOBMMD To A DEPTH OF 1 4'-M- M AC41Pr WRO. NM OONRRAOTOR MALL NOT PI OM WITH N=N%OPMATWO WHOUT POW OWANNW THM MONMRW AIPROVALL OP TIM OMM NRgOb ALL NADRD WALL MM PMt4" MYA PMCI NIC L 40DW40110R4. NAND M6W4 WNW. M AMHOMSIP ON AN MA tY ANA APPIWAL tY t4M OIONIR T M 024R40TOR MNIPOINMM PM MR 000MRATCN OF AD""W O ALL UTLRY NIWACE ACCIWNW"?ItRW FUWb TIE PORN OR A U11UTY COMMA F90MI 'MM10K A NMI M41000MNN 61110tW"MROR APEMEN AM MDONTIRM WNN M LMU CP O441NOtkN,14111 C4NAl4CTQK WALL NWTALL tMaWNN DOM ORWN AD NOM A 0415=0 MY TIM O46IIRALL WRC NULL M PAD MAM® W" NR MOW,mumb Gacrap QlwiIi . 4 04MN fPM, WORT PUN MM*I"a00MMATm 1'MTA, PPE(CW)COMORMS TO A4111140 TI46,&M RRDILED MOW TO A700MI0DAIt OOMRMNID CMKNO MALA W PME AM" N W *AWL K' AD 30' PIPE OLA" T 4 ONME AID S&- PM AND OVI R MOLL M D OAWLCOMLW4 OANOW 414" CONOM'I TONCOM MW-NAT DMA *AID* 64LL NOT /tLOM WHIM WPMOMD,0. DRAN PM 04LL b RMIO WW C 1HICKM PM OWP)0000RE0 TO A4MIRO M-rW,A COI1fA ID N N=W NAIDA P arnaW,ATWN GW-OPOR MW. "M' TTFL KL 009114 ATM MRAL NOIM DRAN PM COP) MALL W ^A WAD TYR 3 G40ft"TID NM K41MAGNNPD IN ALCGIMDANN WN "a OGM M04N M OP AMWO MINIM. M PM NWL M KMYACWMV RICM ALLMMMO HOE, tV 2 MNTOMA. CAMIORINM r0 TIE NWUR'RMNtM a MNRO M•314. ALL IRM MOLL N RAWNIMO NTH TIM10-= 0" AD N4LL M JOND WTH NWMNR MN04 WtyR4E UN Or ORVU DA06 RWJ• W? M ALLOUP.PM THIMI&I 24' DWMM WILL W Y 4NOP FM 4M7M4 43'DiAM1MW LM4MBMt FM THROWN MP OWM101NAL M U MA4ME, W. COORACTM MOLL VWPr ALL 11111NATD14 M/OM NIAWTION OFNCA,RMA O C4N= M AW MMOMY "" MINT TIE IrMIMr11" OF APPROPIWAit MIONGI CF NCOM MtAIPA'O N NIF!" 0 O POOR IIDAO.AD NRLC74W OATMT IDITIIOU CONOAIM MILL tt CLAMA OR 5,,40M PCPORIK MTNSM MNRROtwRM OP NOTION MWW, C0071WOM IN ACCORgAIL7 WM4 WECNO4 NIL MAIO W MOLL MW 71,11111 R O 62=10N MA, CO4TPuGMm M AOOOIOAYM WIN WNTWA 00 AN[WOR0" SIX VICINITYMAP N.T.S. BCAI-E T'80' NORTH 0 W 120' 190 GRADING & EROSION CONTROL PLAN fA a Q Z L) r O00 O>Z Z M LL O 7> W Z J 0 O Z Lu W z Q 'U Cm a NC-04 C U. J C r ? ±? C a- mN •V/ > W ?Z 0 I? C 00 J a fi! 0 P Sheet Title: M= wN'RDL Job Number. Date: swnv MR 24, W" Drawn: "u Approved: Revisions r Sheet 1 L1 of L3 T V u TRAP SEDIMENT Sediment Capacity 8a ment Capacity Basin Basin ran t.Ws can an he 'fled as tolal cacY is %Mkd TRAP# Area Required Provided 'A' 'D' 'C' 'B' - M 291 ac. 2,411 of 2,520 of 1201t 21 It lit 84 2 1.67 ac. 1,845 of 1,680 of 84t 206 Eft BI - 5 2.55 so. 2,984 of 2,415 of 115 It 21 It 1E BI b' SLIf?ACE AREA a' PLAN VIEW TEMPORARY SED NOT TO SCALE Stu" To DIRE= FLOW AMAY FROM ERA SEMMYE AREAS SECTION VIBL -I I-t-w- STAPLES D,-4 N 1 e,. ,4°ART r, T N.AYaC2600Rlw? ? ,.^..•? u e?uEeAi ?A1t01'?A iei 6 <, J l ar 6 4 6tO 6r L Y 8 CHANNEL STABILIZATION L2 WITH SYNTHETIC MATTING Wr To WALL AIMT MNI LINE REINFORCED SILT FENCE 6TE6L POei WO M MRE M6RIC SILT FENCE PA6MMC k FILL 6.0" OtAm 4 aaae a"?iooir'°o""am• SIDE • PM NPAIR OP 64LT PENCE PA LURK6, USE No. 61 WANRD 670W AS AN ANCHOR UIENI SILT PEKE 16 PRDTECTNA CATOW PJASK NOT TO SCALE KEY 6TOW INTO DITCH BANKS A MN OF W NCOOT CLA66 D SROSIT CONTROL SOMME 14'-E' DIA) NCO" 610. FLTER PAdtlO, BENEATH FNI&M 61MA015 CIR056 SECTION NICOM 9o?q,0 W610NC?? ST01lS (4"-** OW y7 "' Yro?Oo y?Ub 000 a °0 °? ocr? MCDEM STD. FILTER FABRIC. BENVATW pOp?,Q0,0?,f? QO Q J Q O " ?FNI6MF•0 G1tODE (0 (34 SIDE SECTION " CHECK DAM Nor TO SOME ? FJ66nNe aTwuv as MNIruI4 ? I I WM 9"M AND DDTTOM MOM VARY M DITGN CsYRAU1TIKIft ?79 IN PERMANENT DRAINAGE DITCH L5 NOT TO SCALE FILTER FADRICK EENND VEADMIALL, T ST ---L, Y Nl£i, SEE GRADF4G?F? ? CREW BED M?dN HEADWALL AT PIPE INLET NDree A GRAVEL PAD To BE 60' L04 x 12' UM it VDAP B. VVRAINGE68) &0l BE LOCATED TD PROMDE P0RMAXMl1 UTILITY SY ALL OON6TROCICN VEMIk'L£6. C. GFTAAL PAD MST an MANTANED N A 00VITION WINK" WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO 61AEETI. PERIODIC, TOP 0I11E6604 WITH 6ffi#E WILL BE NECESSARY. D. ANY MATERIAL MNCN STILL MAKER IT ONTO nE ROAD MST BE CLEANED LP IMMEDIATELY, L APMrA A AT ALL POINTS, CF NGF666 # EGRESS UNTIL SITE le 6TATALIZED, FFNGUW CWC" OF TM C).E•VII+C 4 TIMELY M16T EE PRIP IDED. so MN 6' DEPn4 2-S' C40ARM 3 TEMP, CONSTRUCTION ENTRANCE scale - L2 ?WW 6 SILT FENCE 7 RIP RAP AT PIPE OUTLET ,( )- - L2 NOT To 6OALE L2 WT TD WALE DRY STACKED STONE HEADWALL 610E TYPE AND SIZE TO SE OELWTW DY CIUVt //--PROP06ED STORM WATER FMFE NLET, `-- / DIIRIED D' N10 CFEHC BED / MAY ATCREW BY6NW4 NATIVE STONE LIED DIrCH, I14ND TIGHT ,?-... JOINTS p.CUI i FNSMED GRADE -+- Otl6TKo SU6-GRADE NCOOKSTD. FILTER FASRIC, . OEM TH AND MOUND Mpg TICIN CCPPAGIED 61EGRADE, To A 4' DEPTH M. ROAD DIT METAL POST r rfrJ w.. 401 WA61E12 Grow 2d _- MAX SLOPE OF 47' x DOUBLE LAYER I / V2 " WINE M541. OURY UM PENH A MINIMUM CF2"EELdB GRAM ?cnoN p W CULVERT' 4 F UAA LL I*WD Ai UIdAMED BTCNE DOUBLE LAYER CF VA" x to, WIRE MESH. ?.. METAL POST rTYPJ PLAN• ?? CULVERT INLET PROTECTION NO L2 rwSCALE EROSION CONTROL DETAILS RP•RAP UP aim GIF Y ttP. P MN TTP. Ian FRIEeB0Al0 MAX ""^-FdLTERFABRIC ,......- o 5 CLEAN ST&M UFIR SECTION Cl) ¢ J Z o LL ¢ U Y?= 0 o O z J_ Z LL. ? z M Q 0 U W W z J O Z W > Q z m m? C v? W '? ?q if 00W c u- J C (?1 a V/ Y ON ?c N61 >u 4 N r 'D (E w o ((St z v :E g a ? c a3 MOQ #1168 Sheet Title: cam c4m"WL Job Number Date: 40P711410124,31104 Drawn: In Approved: Revisions Sheet L2 of L3 1 U TEMP, DIVERSION BERM Wr TO SCALE /'" ` '' -'' X19 ? '? / , e 1 77 aw Y fi ? . t N d ? ? < > ,? Ap L c-" eLS'D' E .... .... .. cu Lo g E z M . e ...... .... ... ... A , 1 ?4 0+ 00 O NO t+ 40 U 2- 3 +00 4 +10 N 6 +W I ROAD 1 VERTICAL SCALE: 1" = 6' HORIZONTAL SCALE: 1" = 60' / e996 /'1? „ 2397 01 3 1 2390 asm .. ...... Cur ML I7Od2.__. l / ... C•et ` ? ? .. • . ISM . _ -- / 4 ... 23N AA I / IJ / / CW" ?! . E?62116 .. E973 N d i A A S / 2360 W 1 4"' ? z if 7 . ....... - ... ...... .. . .. .. .... ISM Y , g ? • sow is STA.4 1 • 1 / r ll d a i rj771 ROAD 2 VERTICAL SCALE: 1" = 6' HORIZONTAL SCALE: 1" = 60' . •3921 • ? 2130 ? {b it 70 A w A YA `d ¢_.. .... 940 240 2020 F,...... .. / 9420 " , 2110 2116 , & / L* th ?84fi* 24M E• 2405 , A p p A Y 9 ' ' f/ ? N 2100 > 3 d 4 bb < R_. ??.,.. . _ ...... . ......_ Im I` A A / ry e3" /l ' / /?.. ... a .. _-- 2390 ?% ? " R e391 W Z 1 $ Y Hd ? d e3m W E -M d -0 +70 0-0 1-00 14 50 2-00 2- 60 3-00 3-90 ROAD 3 VERTICAL SCALE: 1" = 6' HORIZONTAL SCALE: 1" = 60' ROAD PROFILES z J j-? z Q?0 U- v M = ° 0 0 O J F 0 g z Z0 LL W z 0 0 a J?W2 > Q x mH C 4? a 69 m LL J d 1r ? N 0 O •N > 10 a SO z m ?r r E J a Cr 's`S 7 ,F i? #1109 ?' 1 ,y of I ?y `. H•MpP Sheet Title: pwo%ft Job Number Date: OWnWI R31,2"4 Drawn: no Approved: Revisions Sheet L3 of L3