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HomeMy WebLinkAbout20130320 Ver 1_401 Application_20130313oF WaT-119p� � 1 O `r 20130320 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre - Construction Notification (PCN) Form A. Applicant Information --� . ' 1. Processing 1 a. Type(s) of approval sought from the Corps: Section 404 Permit El Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 13 and 39 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1 d. Type(s) of approval sought from the DWQ (check all that apply): X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes N No For the record only for Corps Permit: ❑ Yes ® No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ Yes No 1h. is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes No 2. Project Information 2a. Name of project: Cook Bank Stabilization 2b. County: Ashe 2c. Nearest municipality / town: West Jefferson 2d. Subdivision name: NA 2e. NCDOT only, T.I.P. or state project no: TN/A 3. Owner Information 3a. Name(s) on Recorded Deed: Marianne Cook 3b. Deed Book and Page No. 132/1516 n. 3c. Responsible Party (for LLC if applicable): N/A 19 D 3d. Street address: 360 NE 105 St. MAR 3e. City, state, zip: Miami Shores, FL 33138 3f. Telephone no.: N/A 3g. Fax no.: N/A 3h. Email address: N/A Page 1 of 10 PCN Form — Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History I. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 12310 - 001 -913 1 b. Site coordinates (in decimal degrees): Latitude: 36.339979 Longitude: - 81.412785 (DD.DDDDDD) (- DD.DDDDDD) 1c. Property size: 1.5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to proposed project: South Fork New River 2b. Water Quality Classification of nearest receiving water: WS -V, HOW 2c. River basin: New 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Residential and Forest Land 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 230 3d. Explain the purpose of the proposed project: Bank Stabilization to prevent further erosion that endangers the existing home and septic system 3e. Describe the overall project in detail, including the type of equipment to be used: The project seeks to install 180' of bank stabilization via a rock slope and install 34LF of pipe to prevent further erosion that endangers the existing home and septic system. The project will be constructed from the top of bank and utilize a tracked excavator. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? Comments: ❑Yes No El Unknown 4b. If the Corps made the jurisdictional determination, what type of determination was made. ❑ preliminary Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Unknown Agency /Consultant Company: Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version . ;a.s K[ . . ..,__ - - 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number — (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f. Total open water impacts 4g. Comments: S. Pond or Lake Construction If Pond or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWO) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ❑ Neuse ❑ Tar - Pamlico ❑ Other: Project is in which protected basin? NA ❑ Catawba ❑ Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number — Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary impact required? B1 ❑P ❑T El Yes ❑ No B2 ❑ P ❑ T ❑ Yes ❑ No B3 ❑P ❑T ❑Yes ❑ No 6h. Total buffer Impacts 6i. Comments: Page 5 of 10 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWO 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes No 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 F. Supplementary Information I. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal /state/local) funds or the ❑ Yes ® No use of public (federal /state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ® No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ® No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after- the -fact permit application? ❑ Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation (s): 3. Cumulative Impacts (DWO Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. 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. N/A Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version AGMAUTHMATION MM PO L. i I! Streetaddrem PropertyOwner: MARI k 5'70 .C,p : S12Lo j N.0 . The erredeesigoret r tered property owners of the sbm noted prnpertY. do hereby authorize 4 �' of SPA (AgereU (now of aons wmg firm) to act on my behalf and take actions neoesssry for the pn cmgng, Mmm and meptance of this permit or ceenificalon a"dwnpmpwWebov* i+daN d and special conditions attadred. PropertyownwSAddress(if Air APli rAt�dQbb�� N 1a5 :5 MiAIRI SOC -Qf59 We hereby oectify the above a Lion strbmaW in this applfcadan is tare and Umrae to- �egbest crow iorrow�dge. - Audmked S sore T000 /T000 Qj MAR 2 6 2013 Ott vOL8LL89CC '��i i�► "o�?'s '�►�oz�fo/ COOK BANK STABILIZATION .sgE VICINITY MAP (NTS) NORTH CAROLINA COUNTY MAP (ASHE COUNTY) TOPOGRAPHIC SURVEYOR: ENGINEER: SHEET INDEX: BLUE RIDGE GEOMATICS, PA BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA CS COVER SHEET D2 DETAILS 1305 S. COLLEGIATE DRIVE 1305 SOUTH COLLEGIATE DRIVE Cl GRADING PLAN D3 DETAILS WILKESBORO, NC 28697 WILKESBORO, NC 28697 C2 PROFILES D4 NOTES LICENSE # 0576 LICENSE # C,3448 C3 ESC PLAN D5 NOTES C4 AERIAL PLAN D6 NOTES CITY/TOWN: WEST JEFFERSON, NC D1 DETAILS SITE COORDINATES: LATITUDE= 36.339979° N LONGITUDE =-81A12785* W i i I i i rn I i 1 1 I II- I- Ii I I.. 0 z 1 I I I I 1 1 I I O I I I I I �I I <I I I I I o� q Z m F o sip 0 all SAM 59 m s o T�F� q H TF An _ CIS �s I OOOIt BiwtbTAlQATnM BUEfUBCf E�MROMIBITAL WNSIATAZ PA ',`� W1E (FASIp16 pglL�lp� aµl016� BAWRLE1Rµ •`'[F•:s' n 3S ET M,7195 QJGPFD W G N W �G711! GRADING PLAN W rS*X&ann s�imaA.cv orw wrm „ ,� RELEASED FOR AGENCY REVIEW - NOT RELEASED FOR CONSTRUCTION °""0 DO NOT SCALE- PLANS MUST BE RECEIVED AS A COMPLETE SET § ( | | � | | | ■ | | � | § mUVA M Eu 313 § ® m m m ~ m m ~ ~ m ® ] ~ | 2 2 & & | | |0 � n | | o | q | C0 | cn | 2 q 2 | 2 2 § | 2 | J ` 2 � 2 � a | | 0 0 | � f k k d k§ 9 k | | | ® � | � � ° | � � J I I I ITM � I . 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NOT RELEASED FOR CONSTRUCTION o,.�� 00 NOT SCALE- PLANS MIST RFRFCRVFOasarrWPIF1:ArT NPDES INSPECTION NOTES 1 THIS GENERAL PERMIT IS APPLICABLE TO POINT SOURCE DISCHARGES FROM CONSTRUCTION ACTIVITIES DMURBING ONE OR MORE ACRES OF LAD THE SUBMISSION OF A PROPOSED EROSION AND SEDIMENTATION CONTROL PLAN TO THE DIVISION OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM SHALL BE CONSIDERED TO TAKE THE PLACE OF A NOTICE OF INTENT FOR COVERAGE UNDER THIS ODOUR PERMIT FOR THOSE PROJECTS REOUIRM THIS PERMIT COVERAGE COVERAGE UNDER THIS GENERAL PERMIT SHALL BECOME EFFECTIVE UPON ISSUANCE OF AN APPROVAL FOR THE EROSION MID SEDMENTATDN CONTROL PLAN BY THE LAND OLILLIIY SECTION OF THE DIVISION OF LARD RESOURCES OR DELEGATED LOCAL PROGRAM PRIOR TO 114E COIWBDEII:HT OF CONSTRUCTION AND LARD DISTURBODACTNRESAPPROVALOF THEEROSION AND SEGMENTATION CONTROL PLAN SWILL BE OBTAINED 2. THIS PROJECT IS SUB ECT TO THIS PERMIT IN ADDITION TO THE APPROVED EBSC PLAN BECAUSE ALL CONSTRUCTION ACTIVIIES DISTURBING 1 OR MORE ACRES OF LAND ARE SUBJECT TO STORMWATER PERMITTING REOUI EME NTS UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REFER TO A COPY OF GENERAL PERMIT NO NC(D1oD00 AND GRANTED COVERAGE UNDER THIS GENERA STORMWATER PERMIT & THE APPLICANT MUST COMPLY WITH THE APPLICABLE TERMS AND CONDITIONS OF THIS STORMWATER PERMIT, AND ARE SUBJECT TO ENFORCEMENT BY THE DIVISION OF WATER OUAUTY FOR ANY VIOLATIONS. 4. APPLICANT MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PLAN APPROVE) FOR THE PROJECT BY THE NO DIVISION OF LAND RESOURCES (DER) OR BY AN APPROVED LOCAL PROGRAM ADHERENCE TO THAT EASC PLAN IS ENFORCEABLE COMPONENT OF THE STORMWATER PERMIT 5 A RAIN HUGE LUST BE KEPT ON WE S ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEB( AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THIN A HALF INCH (DURING A 24H R PERIOD) ff ANY DEVICE FAILURE IS SE:N, IMMEDIATE CORRECTIVE ACTION MUST BE TAKEN 7 AL OUTLETS WHERE STORMWWATER RUNOFF IS LEAVING THE SITE MUST BE INSPECTED AND EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS CORRECTIVE ACTION MUST BE TAKEN (AND RECORDED) F SEGMENT IS BEING DEPOSITED OFF SITE OR IN A STREAM OR WE7LARD OR IS CAUSING AVISDLE INCREASE IN TIIEDITY (CLOLDINESS) OF ANYAFFECTED STREAM. S. FSEDMENf N4 BEING DEPOSITED INA8TREAHA OR NJETI/IFD,DWO MUST BE CONTACTED WITHIN 24 HOURS I RECORDS MUST BE KEPT OF THESE INSPECTIONS t0 PROVIDE THE OPEftATK)N AID MAINTENANCE (0066M1,S) NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORMVPAIER CONTROLS. THIS MEANS TAKE CORRECTIVE ACTION IF EASC FACMRES ARE NOT OPERATING PROPERLY it REGULAR INSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARBY WATERS F SIGNIFICANT AMOUNTS OF SEDIMENT ARE OBSERVED, NOTFY DWO WITIDN 24 HOURS AND PROVIDE MUM NOTICE WITHIN 5DAYS (SEE PART 0, SECTION E OF THE PERMIT) PLEASE COPY CORRESPONDENCE TO GLEE. IL PREVENT STORMWATER CONTAINNATION FROM EQUIPMENT USED DURING CONMUICTDN. THIS INCLUDES PREVEIMW SPILLS OF DO- FUELS, COLLANTS CEMENT, HYDRAULIC FLUIDS, ETC FEDERAL GUIDELINES MUST BE FOLLOWED AND LABEL RESTRICTIONS WHEN USING HERBICIDES, PESTICIDES. AND FERTU2ERB 11 DEMOLITION DEBRIS AND OTHER BUILDING MATERIAL MUST BE DISPOSED OF PROPERLY MANAGE DISPOSAL OF LITTER AID SANITARY WASTE NPDES INSPECTION RECORD PROJECT MONITORING FOR THE WEB( BEGINNING RADFALLAPANf:1xGEAINa ec WDITAAEDOIt9lEARIDA WOdmOl TM DIAY AAFAUAOLMARRNLLaItE9f DAY OR DATE RAINFAILLMIOUNT INCHES) NDVNS A99ESSMEWrOFCONTROL MEASURESu �WG4LLSOF•,o.e ,nw.rJm..no+ewvm mm.M n. MEASURE NDENTTFA:TKDN Oa aT FTME,smomrtvam Emomrt TRIM GnaAOCO.ENq DATE OF INSPECTION NSPECTOR OPERATING PROPERLY(YAS CORRECTIVE ACTIONS TAKEN DATE CORRECTIVE ACTION TAKEN STONDVATER OISOHAROE OUTFALLB. umros ®monwmxwe+mnu.Pm SiOAMNgTER D6pRAA0E OUIFAL DElTFIGTDN DATEOF INSPECTION NRWLS6 NSPECTOR SEEN NEAR CUTFAL? (M DEWRNE EYDENCE OF OTHER POLLUTANTS DMCHIAMNG FNMH THE SHE SUCH AS OIL SHEEN DISCOLORATION CEMENT WASTES SANITARY WASTE FERTILIZERS OR FUEL OR WTERWL STORAGE LEAKAGE VIUMSEINENTAN)ARSTREAMTWBpfY REOM✓D (DRIECTNE ACTIONS TAVEN N'ASSESSNFNf W CONRROLIEASINES' ABOVE ISTFREANVV69EBmIAO DN IT ®NASTWAK EIIADNIBIFPERI CMACIm?_ E xNO MT14RFAWVMUSEDRENTD3m M CDRWOPENTPESR 0 15 TH REWVIHOmNW (YM_ E P W; �YA) BYTHSSIGIWnMEIORIFY NALfAmAxCEWITHRWTISECSt %OFTEPC6IMPEMT T TT16REPORTSA =MTEANDWWLETETOTHEBESTOF W KN WLDGE SKRRGMREOF PS UNTIEE OROESI NEE DATE MANDATORY SELF INSPECTION PROGRAM THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 20M TO REQUIRE THAT PERSONS RESPONSIBLE FOR IAKADISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1, 2070 THE SEIFNINSPELMON PROGRAM IS SEPARATE FROM THE WEEKLY SELFNJONITORDIO PROGRAM OF THE NPDES STORMWATER PE NETT FOR CONSTRUCTION ACTIVITIES THE FOCUS OF THE SELF-INSPECTION REPORT IS THE PWALLA71ON AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED THE SEIFaNSPECTKAR REPORT FORM WILL ALSO BE AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND OU IM WEB SITE AT HTTPIAIWWDLRENHSTATEIJC USRPAGESISEDIMMENTATIONLJEWMMC EFFECTIVE OCTOBER i, 2010. PERSONS CONDUCTING LAND-DISTURBING ACTIVITIES LARGER TWIN ONE ACRE MUST INSECT THEN PROJECT AFTER EACH PHASE OF THE PROJECT. AND DOCUMENT THE INSPECTION IN VHRnia DOES THIS ONLY APPLY TO PROJECTS APPROVED AFTER OCTOBER 1, 2DIO? N0, IT APPLIES TO BOTH OD AMID NEW PROJECTS. WINO CAN CONDUCT THE INSPECTION THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER OR THEIR AOBIT MAY CONDUCT THE DEVOTION. IS A SPECIAL CERTIFICATION REQUIRED TO DO THE INSPECTION NO WHAT IS THE GOAL OF THE SELF-INSPECTION PROGRAM? TO MAKE SAE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, INCLUDING THE INSTALLATION AND MAINTENANCE OF MEASURES. AND THE PROVISION OF GROUND COVER IN ATSMY MANNER WHAT HIS TO BE INSPECTED? ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES. INCLUDING SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS. RDCK DAMS. TEMPORARY DIVERSIONS. TEMPORARY SLOPE DRAINS, RDCK CHECK DAMS, SEDIMENT FENCE OR HARRIERS, ALL FORMS OF INET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION METHODS OF OPEN CHANNELS MUST BE INSPECTED WHAT ELSE RA8 TO BE DECKED? THE NEED FOR GROUND COVER SHOULD BE CHOCKED TEMPORARY OR PERMANENT GROUND COVER MUST BE PROVIDED ON EXPOSED GRADED SLOPES AND FILLS WITHIN 21 CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING PERMANENT GROUND COVER MUST BE PROVIDED WITHIN 15 WORKING DAYS OR W CALENDAR DAYS (8) DAYS IN NOW ZONES). WHCHEVER TERM IS SHORTER, UPON THE COMPLEION OF CONSTRUCTION OR DEVELOPMENT DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED? YES, THE ACTUAL DMENSDNS OF THE BASINS HAVE TO BE CHECKED, USUALLY WITH A TAPE MEASURE, AND COMPARED TO THE DIMENSIONS ON THE APPROVED PEAL DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED BY A PROFESSIONAL LAD SURVEYOR? NO GENERALLY THE WIDTH AND LENGTH OF BASINS OW BE MEASURED WITH A TAPE MEASURE A LEVEL AND SURVEY ROD MAY BE USEFUL IN CHECKING THE DEPTH OF ARASDL ONLY RELATIVE ELEVATIONS, COMPARING THE BOTTOM AND TOP ELEVATIONS ARE NECESSARY WENT IS A SIGNIFICANT DEVIATION FROM THE APPROVED PLAN A SDNFT,AN'T DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF IN EROSION OR SEGMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED F THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN CANNOT BE FOLLOWED. A IEVLSM PUW SHOULD BE SUBMITTED FOR REVIEW DOES IT REQUIRE A SPECIAL FORK? A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REOURED BY NCGS 1134SL1' E AVAILABLE FOR USE IT CAN BE COMPLETED BY NAA OR COMPLETED AS AN EXCEL SPREADSHEET AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SEE. RUAE 1SA NCAC 0TH 0131 STATES THAT' DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COW OF THE APPROVED EROSION AND SEDIMENTATION CONTROL RAN OR SY COMPLETING. DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAL' CAN I .UST USE THE NPDES SEF41ONRORI G REPORT? THE NPDES SEF41ONITORING REPORT MAY ONLY BE USED TO REPORT THAT THE MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASLES. PRACTICES AND DEVICES HAVE BEEN PERFORMED WHEN DO TEE INSPECTIONS HAVE TO BE DONE? UNLIKE THE NPOES SBWONTORING REPORT, THE SEFANS'EC710N REPORT FOR LAIDNNSTU RSING ACTIVITY DOES NOT RAVE TO BE WEEKLY RATHER THIS T OF ON BLED A CO RAN S C MDT INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONRtOL MEASURES, CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FELLS, INSTALLATION OF STORM DRAINAGE FACILITIES, COMPLETION OF CONSTRUCTION OR DEVELOPMENT, ESTABLISHMENT OF PERMANENT GROUND COVER UffEE NTTO RESTRAIN EROSION WHERE DO I MAIL THE RETORT? DO NOT MAR. THE REPORT THE RECORDS MUST BE MADE AVAA AN F TO THE EROSION CONTROL INSPECTOR AT THE SITE ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN BALL OCCUR ON A SINGLE COW OF THE RAN AND THAT RAN SHALL BE MADE AVAILABLE ON THE SM ANY INSPECTION REPORTS SHALL ALM BE WADE AVAILABLE ON THE SITE. SELF INSPECTION FORMS NAME OF INSPECTOR AFFILIATIOgr-' nw+oow'm gNwoNlr IESVOraelE vunr OR �q slumfulit: DATE. N+aOUtmL wVNgN�r IESPOrF.6lE wm ORKfll1) PHASE OF APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. MARK (() INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL S CLEARING AND GRUBBING OF EXISTING GROUND COYER COMPLETION OF ANY PHASE OF GRADING OR SLOPES FOR FILLS INSTALLATION OF STORM DRAINAGE FACILITIES COMPLETION OF CONSTRUCTION ORDEVELOPMENT EST SM/ENi OF GROUND COYER SUFFICIENT TO RESTRAIN EROSION EROSION AND SEDIMENTATION CONTROL MEASURE INSPECTED NAME?AAISM LOCATION OF MEASURE �R,,LLgqTALL MEASURESbN PLAL4 MEASURESNSTALIEDSNDELAS SPORT MEASURE OPERATING PROPS LY (YESNO) SIGNIFIGWT DEVIATION FROM PLAN? (YESNO) DESCRIBE CORRECTIVE ACTIONS NEEDED' PROPOSED DIMENSIONS ACTU L DIMENSIONS GROUNDCOVELON SLOPES v LOCAn DATEPHASEOF GRADING COMPLETE DATEGROUND COVER PROVIDED IS GROUND SWICIEN?TO EROSION? COVER RESTRAIN DESCRIBE CORRECTIVE ACTIONS NEEDED' PERMANENT GROUND COVER (BY LOCAT10M DATE COMPLETE DATE GROUND COVER PR ED IS GROUND COVER 5 ICO ER?(YESNO) DESCRIBE s NEEDED' LOCATION OF SEDIMENT D�DAMAGE ACTIONS TAKEN RESTORE TO CORRECT DEVIATION OR SEDIMENTATION DAMAGE DATE ACTION TAKEN USE ADDITIONAL SHEETS AS NECESSARY L NOIt6Wlt ST/NIPAId ' SWERKKf ENr➢LINIIBNfAL00181ATIM5 PA Mwy�.y GlE IEVlSa1a tNlirEpiNCIR.uw101t>tvwagEMN ,v+* YNdJIFm011 xCBas ENriEEi1NCRPN1cJN11 `i DETAILS 3S iuraa¢naae �.m®°n«inm`m`R� mre w�..m �� "'•nc mac"" • "s 9 4 El � V",!'� ^lJ�r J1 �; / I � 1 J �,jr� a' � a...pr � �j� I , •� /1..- � !�H'. 11. � � Vim' ' f (\�\ L�`� \ / //� 1\ � (\ �.. ��` -. ^ y •.q � / \// A� a ,�� 1 J/�}� �l \\ / \( fj 7v Sj ^~ �- / � :-.� J ✓ 1 X5'1 �-, !�, V� I / � i � /� I \ 1 � l •\ N% f \�, J // t `:: �"� �yy�+ 'v T ./t Nt i ( 1 0 �} • V 1 ,� /�\ �41 .J ; _ ' / 1V \ �.'� I' °aY \' is ._,.+�+� - -... I 9 4 El 36" 20' 26" 36" 20'20" Soil Map —Ashe County, North Carolina Map Scale: 1:1,830 if printed on A size (6.5" x 11") sheet N Meters N p 0 25 50 100 150 m Feet 0 100 200 400 600 USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/2/2012 Page 1 of 3 36" 20' 26" 36'21Y 20" Soil Map -Ashe County, North Carolina Map Unit Legend Ashe County, North Carolina (NC009) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CaF Chandler loam, 25 to 65 percent slopes 5.8 39.3% FnE Fannin loam, 15 to 25 percent slopes 0.4 2.7% W Water 1.7 11.7% WaF Watauga loam, 25 to 45 percent slopes 6.9 46.2% Totals for Area of Interest 14.8 100.0% Natural Resources Web Soil Survey 7/2!2012 Conservation Service National Cooperative Soil Survey Page 3 of 3