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HomeMy WebLinkAbout20110800 Ver 1_401 Application_2011081120110 8 0 0 of WAr?4¢ Office Use Only: Corps action ID no. o c 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 ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number: 1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No 1d. Type(s) of approval sought from the DWQ (check all that apply): ® 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 ® 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 1g. Is the project located in any of NC's twenty coastal counties. if yes, answer 1 h below. ? Yes ® No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Ruth Morgans single family residential driveway 2b. County: Chatham 2c. Nearest municipality /town: Pittsboro D s 2d. Subdivision name: NA 2e. NCDOT only, T. I. P. or state project no: NA f`a i) (a a D 3. Owner Information VE71 uENR • WATER QUALITY ANDS AND qTORMWER BRANCH 3a. Name(s) on Recorded Deed: Leif Diamant 3b. Deed Book and Page No. parcel ID 60085 3c. Responsible Party (for LLC if applicable): 3d. Street address: 183 Box Turtle Rd. 3e. City, state, zip: Pittsboro, NC 27312 3f. Telephone no.: 919-542-4134 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: Ruth Morgans 4c. Business name (if applicable): 4d. Street address: 1771 Henderson Tanyard Rd mailing address is POB 67 Pittsboro NC 27312 4e. City, state, zip: Pittsboro NC 27312 4f. Telephone no.: 919 337 3947 4g. Fax no.: 919-928-5496 4h. Email address: ruth03@embargmail.com 5. Agent/Consultant Information (if applicable) 5a. Name: 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2of10 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 10673 1 b. Site coordinates (in decimal degrees): Latitude: Longitude: - (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 5 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Terrells Creek proposed project: 2b. Water Quality Classification of nearest receiving water: 2c. River basin: Cape Fear 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 agricultural 3b. List the total estimated acreage of all existing wetlands on the property: 1/2 acre 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 300 3d. Explain the purpose of the proposed project: Single-family residential driveway crossing. 3e. Describe the overall project in detail, including the type of equipment to be used: See attached plans. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes ? No ? Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ® Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: AWT Engineers and Soil Name (if known): Jeff Vaugn Scientists 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 ? Yes ® No ? Unknown this project (including all prior phases) in the past? 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 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ® Streams - tributaries ? Buffers ? Open Waters ? Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T W1 ? P ? T ? Yes ? Corps ? No ? DWQ W2 ? P ? T ? Yes ? Corps ? No ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ®P ? T P UT to Terrells ® PER ® Corps 10 47 Creek ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 47 ft 3i. Comments: Page 4 of 10 PCN Form - Version 1.3 December 10, 2008 Version 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. Open water impact number - Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. Pond ID 5b. Proposed use or purpose 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (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: Page 5 of 10 PCN Form - Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ?Tar-Pamlico ®Other: Jordan Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) for Stream name mitigation (square feet) (square feet) or Temporary impact required? T B1 ®P ? T Driveway UT to Terrells creek ® Nos 960 640 B2 ? P ? T ? Yes ? No B3 ? P ? T ? Yes ? No 6h. Total buffer impacts 960 640 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Minimum amount of impact for single-family residential driveway crossing. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Minimum amount of impact for single-family residential driveway crossing. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ? Yes ®No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps ? Mitigation bank 2c. If yes, which mitigation option will be used for this El Payment to in-lieu fee program project? ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity Page 6of10 PCN Form - Version 1.3 December 10, 2008 Version 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 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 7of10 PCN Form - Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a . Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. Comments: No ditches or piping will be installed. Runoff will sheet flow through the ? Yes ® No fo rest. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? <24 % 2b. Does this project require a Stormwater Management Plan? ? Yes ® No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Minimal single family residential property. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ? DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes ? No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 8 of 10 PCN Form -Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. 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 l ? Yes ? No etter.) 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 (DWQ 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. Single family residential sub-surface septic system. Page 9of10 PCN Form - Version 1.3 December 10, 2008 Version 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No impacts? E] Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ? Yes ® No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No 8b. If yes, explain how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? RUTH MORGANS C? 8/16/11 Applicant/Agent's Printed Name Applicant/Agent's Sign ure Date (Agents signature is valid only if an authorization letter from the applicant is provided.) 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O~ ~ 100 t ~ i 1~ ~t1~~~~1~~~ ~~I~~L ~lV o ~s- i ~ L..~~'`-- ~ NOT TO S s~~~ ~a~ ~ 1~4T T~ SGALE NOT T4 SGALE 1 CALF ~ ~ \ \ o - )9 9 Q SCALE a = 4 - 7fD .DD 2t .DD 3t '.O11 4fD .DD 3fD .OD ~ 1t .DD Df .DD tr r ~ t ~ GS"^ 11Q 1C, ~ 0 ' 1 0 fl 8 0 0 BOTTOM DF cREEIC ~ ~ r. iqf„ 9 OUTLL7 D1SSlPATOR INIET PROTECTION RIP. RAP ON CREEK f5 , PLUS 5.3' ~sEE w.AN DETAIL {sEE PLAN DETNLJ SLOPE AND Rya A ~ DRIVEWAY FACE StaPE aNLY q, f1l'STING HENDfRSflN- PEILE f~E 6D STUNT Nl'Ty!"I BUFFER AR , `~~~~~sP~osT WIDTH fO' j~t?gGAl~f t8' CLASS B' LANYARD ROr~D EXISTING GROUND APPROX 2t4 LF CREEK iOP OF SLOPE RlP--RAF CREEK TOP OF SLOPE ~ 4" STONE OUTSIDE ~c ~ w - BUFFER ZONE cRQ CRtFx BED ~4W 3 r 48» C~9P @@ 1~ I.5 CREEK BEO ~ _ - - CENIEKL(NE PROF1L:f OFF - - _ _ _ - - PROPOSED DRIVEWAY 4 STONE 15' 17LIfR fA8R1C ~ ~ ~ 3O LF CORRUGriTED STAPLED ON SLOPE FILTER FABRIC OAtUAIdI-ZED METAL PIPE B" X57 STONE ~ ~ ~ FINER FAfIRIC ~,,aQ STAPLED ON SLOPE 6,Ey ~ 1t1Q BD lOM OF CREEK ~ gal ~ coy NOTE.• ctASS a° RIP RAP SHALL ~ ~ ~ CODER BASE OF CREEK AND NOTE.• FPLTER FABRIC SHALL 8E ~ A Q ° MrN MtN{PdURI DF 3' ON BOTH SPDES PNSTAtLED UNDER RJP-RAP (TYP.J of ~ 5.? ~9l . OF CREEK SLOPE CODER P~P~ CRQSS~N~ SE~~~l1~ a 48" CAP 30' LONG- EXISTING FLOWLINE 1 "=10' DE ST ABED INVERT PIPE IS 7.0 BELO FLOI~LINE APPRO., 93.5 9D.0 > > z ~ ~ -lf lJ.fID Dt .DD 9TDDOD 2f :DD 3f D.DD 4t .DD 5f D.DD Construc~i~n DEPT a Crssi and Ar P ~ ~ssin~an Ariv ayi~ theS~ream Br~ferrea 4 NDTf N€f,'d/MfIMPIPfCDt~ffRSHAtt HE1' lAtt BE1' 1. CDNSTRtICTJDNDfTHfCRffRCRDSStA~&:SH,4tt8€STA ROSSINGSH,4it BESTARTEDA1~TCt3MP1~TED.INGtUDINGEXCA~ATJD~ PIPEfNS#ALtAIKTA; fftTERFABRK'1NSTAttAT1ON,1NlE7PROTECTl11NANDt?UI ttTDISSIFATfRIN ' " ' NDMDRET}lANTWDDAYS SCALE 1 =40 HZ 1 =4 VT 2. BEfORfSTAR7tNGfXG4UATlONINTHECRfEKfORPIPt NTHECREEKfORPIPf INSTAL1ATt01V, TNECDNTRACTDRSXAtt DAMUPSTRFAMDf fNECREEK CROSSING. DAMMPNGUPSTREAM51fAti BEREM41rt'DAtT1df ENDOf tVfRYWDRKDAY. DAMMlN~OfCREfKSHAtt NOTST ~CREEKSHAtt NOTSTAYOVfRN/GHT. 3 CDNTRACIORSNA1t57ARTEXCAUAliDNDfT1ifCREf~ UATiONDfTHfCREfKCRQ£SlNG7~ELEUATIONSASSHOWNONTNfDES/GNPLANUNDfRTNEPIPEANDTNfDUTLETDiSS1PATfR. TtJEP/PEINVERTA3fJE1NLET5tlAtt 9EfltVf f00fBEtD~TNf FJ(JS1~Nfifh"VERTOf 1HECRE NGfI~VERTOfTNECREEK CONTRACTDRSHAttINSTAlt6"THICK#~S7STDNESEi €HICK #7S7 STONE BEDDING UNDER T Hf PIPE 5. CDNTRAl7DRSHAtt INSTAtt 48"CMPP/PE/NCOMPtf CMPP/PEINCOMPtETftENGTN.TNEfANTRACTORStlA11USEPROPERPIPECDNNECIt(1Ai8AND70CONNECfPtPEP1ECES ~f1FNCUTI7NGPtPE,CUTSNAIEBf EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE sT~lt;~AN°aN'fDR~ e°N~ACroR~tJ~ttAPPt~t ?ACTORSHAtt APPLYZTNG PAJNT TD7liEAREA (1f CUT. 6. CDNTRACIORSNAttBACXF1t1SlDfSDfTHEPIP€TDM 1fSOf THEPlPETOMIDDlAMETERHfJGHT UUITTI #57STONf. BACKFItt SMAtLBfAPP!!EDTl1SAMEEEtE€~AFIONDNBOTHSIt)EANDCDMPACTEDTt1DROUGHIY. I. THE CONTRACIOR SHALL DESIGNATE AN EROSION AND SEDIMENTATION CONTROL COORDINATOR FOR 7. CONIRACTORSHALtC4N)1NlIFBACKFl1!!NG IMITHSfi 3ACKF/IUNG lM/THSELECFiUEGODD D/RTONBDTXSIDESOF FHEPIPf UP TD~'ABDI~E THE TOPOF PIPE NEAVYMACHfNfRYSHAIL:NDTCROSSOt~EERPIPEUNtESSP1PE ~ THE STTE: tfA:SDNffUO'TDfCO(!fk ~ HOLD PRE-CONSTRUCTION MELTING ~rTH ENGINEER OF RECORa 8 coNrRACrDRSHAtt GRAD€stDPr of r~fcRftxrNlE Z' C~ 3. INSTALL PROTECTION FENCING & SEDIMENT CONTROL DEVICES BEFORE THE START OF CLEARING ~PEOf TNfCREEKIN1f1"ANDOUTtE7TDffEi/ATfONSASSNOWNONTHfDfSSIGNPIAN rERfABRICUNDERR/PRAPANDANCHDRAND37AP1ETOTIfEGROUND. OPER4TIDNS 9 CDNTRACTDRSHAEtINSTALtfttTERfABRICUNDERR!! ~SSBRIPRAPTDTtiICKNESSANDEd.EitATIDNSRSSHOwNONTNfDESIGNPtANS t.~ 4. ST EROSION CONTTZOL DEVICES AS NEEDED SO THEY CONTINUE TO PERFORM PROPERLY KITH 1D. CDNTRACTDRSHAttINSTAtt CtASSBRIPRAPTDTHI{~ ADJU CONSTRUCITONOf CRO£S/NGANDCIEANUP, RfMOYETtIfDAMM/NGUP.S7REliMANDDPENTNf f.RD.~SING KIRtREfKf1ET~t. IHE NEW GRADES, 31: CDMR,4CTDRSNAttCDMPtETECDNS7RUCITONDfTR S, RELOCATE ER0370N CONTTTDI MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND 1Z ATT#IEENDtTfTHE~t~'KDAY CO~+TRAC!'URSHAtt CONTRACTORSHAttTiVSTAt1 SPITffNCfRSSN.O4~NON T1lf PLAN T(tPRUT€Cf~CREEKfRL?MSILTATtONt3URPNGDRdVfI~AYGRAD/NG OPfR4T1Cl1V SttTFENCESITALBf SEDIMENTATlOJ~ CONTROL /S ALWAYS IN ACCORDANCE WITH STATE REQUIREMENTS REMDVEDDURIN&(NDRKDAYDPERATIDNTQAttDW~ PERATTON TOAt1OWfDR GRADTN~ 6, COVER ALL AREAS THAT WILL BE TEMPORARILY UNWORKED FOR MORE THAN SEVEN DAYS WITH 13. CDMRACTDRSNAtt STABtuZfTHEGRADEDAR5411A~ THfGRADEDARfi411NC01lEREtfDURINGCiRADINfrDPERATIONW(fHSfEDINGANDMULCflING. o STRAi~ WOOD :FIBER MULCH, COMPOST OR PLASTIC SHEETING. 1A. CDNTRACTiDRSNAtt1l~STALLEROSIONANDS~IME~T 7S/DNANDSt;DPMENTAD'DNCDNTROtDEU/CESDURINGCONSTRUCTiDNIif THEDR1VfUUAYINi'HfAREASOUTSPDE~NfTLAIVDASAEQItIR€D$YCNATffANft"DUNTY 7. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING fTNAt GRADE. fNVtRDNMENTAtREGUJATiDPi. 8. THE CONTRACTOR SHAtL INSTALL GROUND- COVER- ON EXPOSED SLOPES WITHIN 15 WORKING DAYS w C Is ~R~DIN~~DRIU€~f~rs!rAttC~NnNUfuNTrtct~Mt OR 21 CALENDAR DAYS (WHICHEVER IS SHORTER), FOLtOWI,~G COMPLETION O~ ANY PHASE (1F ONTTNUEUNTTLCDMPLFT_FD. ~ GRADING. THE CONTRACTOR Sl~lll INSTALL PERMANENT GROUND COVER FOR Alt DISTURBED AREAS 16. 9ASECDJIRS€cDV€RINT~EAREAASD€frN€DarDE$r~ AASDEfINEDBYDfSIGNPLANSHAtt 8f b"ABC. WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER tS SHORTER) FOLLOWING COMf'LETTON 11. BASECDURSECY?UfRf)UfS/DETHfA~At'DVERfttBYi dfA~hCOVERED8Y7NEDfSfGNPtANSHAiL~4°, '~~r~tr++i ~f tr~r~~r aF eDNSTRUGnDI~ 9 UPON COMPLETION OF THE PROJECT STABILIZE ALL DISTURBED AREAS AND REQUEST INSPECTION ti ID ,4d~ { FROM ENGINEER OF RECORD. CLEAN AND CONVERT SEDIMENT BASINS TO PERMANENT STORMWATER ~-~~s MANAGEMENT DEVICES UPON ENG6NEER'S APPROVAL 1. P1~dANDPRDfJifOFDRfffIFWAYDUTS}DESiREAM$fi YOUTS}DESiREAMBUffERAREAARENDTBINDiNG. TNfCONTRACTORSHALLBUILDDRIVABEEDRIVE6V~YINTHEAREAOUTSPDESFREAMaBUfffRTOOINNER = a ~ ~ p7.g6. ~.3 l0. CONTRACTOR IS RESPONSIBLE FOR All INSTALLATION, MAINTENANCE AND REMOVAL OF 1HE SATfSfACFlDN EROSION CONTROL SYSTEMS 2. CDNTRACTDRSNAifAVO/DUs~REMDVABtfRDCKD~ 16941 n ~o- crcm: tEMDVABtERDCKDUTCROPANDDRSKIRTTHESURfACEINAREASOfSUSPEi7fDR(XCKBED { ll. EROSION CONTROL MEASURES SHOULD STAY IN .PLACE UNr~L ENTIRE SUBJECT DRAINAGE AREA IS 3. ~tEC~NTRACTDRSh'Att Ex~~AT~trttCATTREaEGIJ~ 9TEfJfiLATTfIfBfGINNIN'BOFDRP~'Ede'AYTOQ?fATEDRIVABtECONDTftONSANDSE~IRfENOU1~DtRFf4Rftlt#NGGfDIb'YE~UAYdNN~DfBUffftt ~ ' ; r ~~~m~°~' SW8 SW8 PFRMANFtdTt Y .STA8RI7ED TD A DF(;RFF ADE(IUATE TlI PREVFNl DEESITE SEDIMENT AND. EROSION A /'ICaDIR!/'lAITUf[TOCAAADfIC[CDADCACCfA7! OCIfAAf •nanreeunrrnrrrearrenrnruenaxrrrrer~nairnmrrrrnernrrtaurreievierrer_rerrn~rrnn~ur_ unnrure~xeavt '`i_~d.~~ .t~.t° ~ . ff, ucrtnrtvv yr rrs,rrnrrorr uvrrurrman.n rnu. ur. urra. aantatn.nrnttuturraeturvva rrrrnartrna.e,rtaarrtutrevervrvtuxsxxnr ~.avuvwttrfosstt+utxvxxruatrtvtritunf ~I~~~IZj w T S{W17 EROSION & SEDIMENT CONTROL MEASURES MAINTENANCE DURING CON57RUC7lON SHEET. 'fv 12. INSPECT ALL EROSION & SEDIMENT CONTROL DEVICES ON A WEEKLY BASIS AND FOLLOWING OF RAINFALL AS A MINIMUM, REMOVE SILT FROM BEHIND SILT FENCE, CLEAN TEMPORARY DRAINAGE DITCHES AND OTHER SEDIMENT & EROSION CONTROL DEVICES WHEN THEY ARE HALF FULL REMOVED CAD -FILE.* SEDIMENT SHALL BE DEPOSITED ON-SfTE AND PROTECTED BY SILT FENCING. RUTH PROJECT NO: 2011.701