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HomeMy WebLinkAbout20131125 Ver 2_401 Application_20150515ENVIRONMENTAL SERVICES, INC 4901 TRADEMARK DRIVE RALEIGH, NC 27610 (919) 212 -1760 • FAX (919) 212 -1707 environmentalservicesinc. com May 1, 2015 N.C. Division of Water Resources Attn: Karen Higgins 1617 Mail Service Center Raleigh, NC 27699 -1617 Re: Edwards Creek Riparian Buffer Permit Request DWR# 13 -1125 Environmental Services, Inc. (ESI) is submitting the enclosed Riparian Buffer Authorization Form and supporting documentation on behalf of JVI Development for the Edwards Creek project in Apex, NC. Please let me know if there are any questions or needs for this review process. Sincerely, Environment 1 Services, Inc. deff Harbour, PWS Technical Director 1� )0/ _� - State of North Carolina Department of Environment and Natural Resources Division of Water Resources Division of Water Resources 15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b),.0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization FORM: BA 10 -2013 Riparian Buffer Authorization Form A. Applicant Information 1. Project Information 1 a. Name of project: Edwards Creek 1 b. County: Wake 1c. Nearest municipality: Apex 1 d. Subdivision name: NA 1 e. Is the project located in any of North Carolina's twenty coastal counties. If yes, answer if below. ❑ Yes ® No 1f. Is the project located within a NC Division of Coastal Management Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Owner Information 2a. Name on Recorded Deed: JVI Development 2b. Deed Book and Page No. 15257;2474 2c. Map Book and Page No. (include a copy of the recorded map that indicates when the lot was created): 2d. Responsible Party (for Corporations): Joseph lonnane 2e. Street address: 501 N. Salem Street 2f. City, state, zip: Apex, NC 27502 2g. Telephone no.: 919 - 387 -6962 2h. Fax no.: 2i. Email address: joey @jviconstruction.com 3. Applicant Information (if different from owner) 3a. Applicant is: ❑ Agent ❑ Other, specify: r.. -= l._y rc 1% 3b. Name: 3c. Business name (if applicable): MAY Q 2015 3d. Street address: 3e. City, state, zip: & 6UFFER pE °a�RCES 3f. Telephone no.: 3g. Fax no.: 3h. Email address: 4. Agent/Consultant Information (if applicable) 4a. Name: Jeff Harbour 4b. Business name (if applicable): Environmental Services, Inc. 4c. Street address: 4901 Trademark Drive 4d. City, state, zip: Raleigh, NC 27610 4e. Telephone no.: 919 - 212 -1760 4f. Fax no.: 4g. Email address: jharbour @esinc.cc FORM: BA 10 -2013 Page 1 of 4 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 0742828176 1 b. Site coordinates (in decimal degrees): Latitude: 35.7337 Longitude: - 78.8354 1 c. Property size: 9 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Williams Creek 2b. Water Quality Classification of nearest receiving water: WS -III; NSW 2c. River basin: Neuse 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: Site is currently approved for a residential development. A previous permit action allowed for a culvert extension for the development entrance road along Old Raleigh Road. 3b. Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site 3c. Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site 3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 900 3e. Explain the purpose of the proposed project: The purpose is to create a high -flow bypass channel from the bio- retention area. 3f. Describe the overall project in detail, including the type of equipment to be used: The applicant is using a bio- retention area to treat stormwater. A high -flow bypass is necessary based on the engineered plans /calculations. This was not identified as a need during the original permit process. Typical construction equipment will be used. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the ® Yes ❑ No ❑ Unknown Corps or State been requested or obtained for this property/ Comments: project (including all prior phases) in the past? 4b. If yes, who delineated the jurisdictional areas? Agency/ Consultant Company: ESI Name (if known): Robert Turnbull Other: 4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. NCDWQ buffer determination NBRRO# 13 -141 USACE permit and JD SAW- 2013 -02090 5. Project History 5a. Have permits or certifications been requested or obtained for this ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? 5b. If yes, explain and detail according to "help file" instructions. USACE permit SAW- 2013 -02090 for 49 ft stream impact; DWQ permit #13 -1125 for 49 ft stream impact and 2154 square ft of Zone 1 impact and 722 square ft of Zone 2 impact for culvert extension and road widening at entrance to the development. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ® No 6b. If yes, explain. FORM: BA 10 -2013 Page 2 of 4 C. Proposed Impacts Inventory 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The engineer has designed the high -flow bypass to minimize buffer impact as much as practicable. No other options exist for this particular project site. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All applicable erosion and sediment control measures will follow state and local regulations. Storm water runoff will be managed according to the current requirements. 1. Buffer Impacts 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and calculate the amount of mitigation required in the table below. 1 a. Project is in which protected basin? ® Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Jordan ❑ Goose Creek 1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Buffer impact number — Permanent (P) or Temporary T Reason for impact Type of impact (exempt, allowable, allowable w/ mitigation) Stream name Buffer mitigation required? Zone 1 impact (sq ft) Zone 2 impact (sq ft) B1 ® P ❑ T High -flow bypass channel allowable UT of Williams Creek ❑ Yes ® No 295 203 B2 ❑ P ❑ T 2c. If buffer mitigation is required, is payment to a mitigation bank or NC EEP proposed? ❑ Yes ❑ No ❑ Yes ❑ No 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: B3 ❑ P ❑ T ❑ Yes ❑ No 134 ❑ P ❑ T ❑ Yes ❑ No B5 ❑P El El Yes El No B6 ❑ P ❑ T ❑ Yes ❑ No Total buffer impacts 295 203 1c. 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. The engineer has designed the high -flow bypass to minimize buffer impact as much as practicable. No other options exist for this particular project site. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. All applicable erosion and sediment control measures will follow state and local regulations. Storm water runoff will be managed according to the current requirements. 2. Buffer Mitigation 2a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes ® No 2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and calculate the amount of mitigation required in the table below. Zone Reason for impact Total impact (square feet Multiplier Required mitigation (square feet Zone 1 3 (2 for Catawba) Zone 2 1.5 Total buffer mitigation required: 2c. If buffer mitigation is required, is payment to a mitigation bank or NC EEP proposed? ❑ Yes ❑ No 2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP. 2e. If no, then discuss what type of mitigation is proposed. 2f. Comments: FORM: BA 10 -2013 Page 3 of 4 E. Diffuse Flow Plan All buffer impacts and high ground impacts require diffuse flow or other form of ❑ Diffuse flow stormwater treatment. Include a plan that fully documents how diffuse flow will be ®Other BMP maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form. 1 b. If you answered "yes" to the above, does the project require preparation of an If due to site constraints, a BMP other than a level spreader is proposed, please provide a environmental document pursuant to the requirements of the National or State (North plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP Carolina) Environmental Policy Act (NEPA/SEPA)? Manual and attach a BMP Supplement Form. 1 c. If you answered "yes" to the above, has the document been finalized by the State Approved BMP construction drawina attached Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) F. Supplementary Information 1. Environmental Documentation 1 a. Does the project involve an expenditure of public (federal /state /local) funds or the use of ❑ Yes ® No public (federal /state) land? OR NC DWR, Transportation Permitting Unit 1 b. If you answered "yes" to the above, does the project require preparation of an ❑ Yes ❑ No environmental document pursuant to the requirements of the National or State (North Raleigh, NC 27604 Carolina) Environmental Policy Act (NEPA/SEPA)? For all other projects sent by delivery service 1 c. If you answered "yes" to the above, has the document been finalized by the State ❑ Yes ❑ No Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.) OR Karen Higgins Comments: NCDWR — 401 & Buffer Permitting Unit 2. Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ® No Rules (15A NCAC 02H.1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .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): Applicant/Age'ht's Printed Name (Agent's signatu Send 3 complete sets of this form and trlyKant/Agent's Signature only if an authorization letter from the applicant is provided.) nying documents to the following: For government transportation projects sent For government transportation projects sent by First Class Mail via the US Postal Service: by delivery service (UPS, FedEx, etc): NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 For all other projects sent by First Class Mail For all other projects sent by delivery service via the US Postal Service (UPS, FedEx, etc.): Karen Higgins OR Karen Higgins NCDWR — 401 & Buffer Permitting Unit NCDWR — 401 & Buffer Permitting Unit 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699 - 1617 Raleigh, NC 27604 Date FORM: BA 30 -2013 Page 4 of 4 7ML lk N IN iate Project Area am TLS . (Joins sht-pt.,;A) (Inlim-ry wirer I 0 Itt 00 U') cn :fC2 C5E C 0 c C rE W, z LS AND MEND NOW DR FORMERLY,, Of ArD, STANDARDS AND 5FMFICATION5 41 DOUNDIErAN CL cL PIN' 0742�51 �265­ 5MITIt - 5MItt tOKVEYCRS INFORMATION —H FROM WAAt ZONING MD j6.9 46, 5 DATA OLIVE rROPEKTY, U5E SI NGLE FAMILY • lmft.. _131200,� UAIEQ 02 —1 20�. I11Rf.5 .0 OULYEA" EP ft00011 N ON THE -RortiR, z Me 5" ri 5 BEEN EVALUATED FORTHE M5T'N-.' Of AETLAID5 I'D 51— ITIt 510ANA5. ALL U,11D wn 01 ob Lu rRjo­OCONSTRUCTION DRAWING -FKO"-t.. I e AFFECTED PHI-f -0 FUTTI tie rUBuc IV 1fCRE-TON REa,NRE..fNF THECWN, z c THO FRWEC7 5tALLI CREATE A dOVIECI—ER5 A553OATICNJ THAT 5NAU. 0" AND 3 1 uj NCDCHDRI�Ay EMT 15 REQUIRED FOR 5TREF, ACCNNEC�.,�TOW RAUE1Gh 00�5M tow o&AM.G5 R EI5tNIENT 5— 5F FkOVIDED ON THE uj CAD M�I­PER,i,15 let —AREA RE 0 z ED 13Y owTjEp Wit nIN Tn[RCA 1.1[ (4 23 AQ LOCATION OF THE GREfTANA ORA.NC5 ' V I I AMC 1 5.459 51ChT BA5EMrNT 15 WITP[N mI! =5TING DID RIBICH ROAD RIGHT-Or WAY 0) T_`5`ORTAUO� FEL5 1H[ c ALL Wfttt-TION5 PRIOR TO FIAT APPROVAL �.E5f, TEMPORARY 51GH5 5-11AUL BE GEVrUQFt 51AlL �T­ WtA!HCR �15­ T—RI<Y N,C� NAMI, 5IGN5 AT Y—AINED BY THE ­UOPUR UNTIL RE CED M THE PERMANENT 5IGN5 14 CON51RUOto (OPPOSITE OFrnMD­) "I 51DE OF 51REET' 5HILL BE IN tNGU5H AND tPAN1511 ONCE M[ PIP5T UPI OP ASPHALT 15 rA55ADt[ 5Y �EnICUE .TCVPORARY5TRttlN N5 9. 1 BE RfaNRED 'CfCUEARAE AROUND Elp LTFfNCti!NW.AU.AT.fON!,HAU.MkNTAN3 K ID Now OR CHANCY 5C1 NEU,91 111!'0742 -..2 -1067 221 K SALEM Si. ZON[N� MD R11v TOWN "N" BATT HOT UNITED TO TESTING, �UIANi., HITAUATION OF lit 101Ej PRO', -cp am= 5tNomp, "�cl J51!� 5INGLf FAMILY Z, I NO 1111 QEI.�.ENI IND BOX 1062 MEA9URF5 OR GRADING, 5TIAIL OCCUR UNTIL KEQJIRLD IROTECTON FENCING I" BEEN IN51AIED AND IN5 tCTtO A PROTECTION FENCING N5TILA70N PERMIT MAY BE OBTINM AT THE PLANNING DIPAKTV" APEK NC 275M -- - — — — — — — — — - ­CAUJNN919249 3426 DO— 91%W-1174 2) PROTIC71ONFE,aN Mo5rMPLACED %ammoon: p-m51 50 AI Away FROM My 5A� TRINt ONE FOOT FOR EACH.NC.1 Or TREE CAIIrM 51ATUEA5 PCFfS�F��OT�ERDE5RDR�RCEC �ATiONA�A SUCH A5 BUT NOT UNTIED 70 M15TOPJC BUILDINGS AND 5TKUCFURE5 kYETIAND5 AND Mt— C ALONG THE OUT51Dr 1IM! 01 THE 100 YEAR, rLOODFLAIN AND THE 0.51DE BOOE Or ANY RIARIAN BUA NOMI OR FORM1I11Yp lAk TO CONE5TRUCTIONI HALGR-N PROPERTY a; ADVITIONAL rNOTtCTION FENCING MAf BE RLCUIUD IN OIHtR UOCXT*NS CUObf 4 PIN 0742-92-1 IGT ACTIVITY WHERE IT 5 DEEMED NBCE55ARY BY THE ZONING ENFORCEMENT OFFICER. 5UCH AREN5 MAY • "N.N1 DID 1111v E`C)))) ZONING MD GRADING AND SUPPORT 5TRUCTURn RZe,OCiATECT WFTH ANY REFINING 51R.CTURIE 5HALL NOT (NCLUDEOUTARfNOTUMIT AND ENCWACH INTO A00 RLOARED BUFFER OR PROTECTED AREA (5UCH AS BUT NOT UNITED TO RCk AND 05C SINGLE FAMILY ' Ly C TiCI, KOOT ZCNf5 OF TREE5, FLOUC UTILITY EA5EMENT5 AND RiGMTS# WAY), AND 5HALL BE CONTAINED ENTIRELY ON fArt 4' % FIELDS AND GkI!­ TRAII.5 M�T MEET AHY APFUCABif STANDARDS �W IN THE TOWN Oft`Fl��' I N TO�A /I f--- 54ANDARD 5MECIFICKtON5 AND CONSTRUCTION OETAIL5 AND tit UQUIRIENMNT5 Or Tit Or ArtY OR FORMERLY FARA5 AND RJEC"AtON fiffrNKTINICINT k TOK G) THE 5CR&E.RIG LOADING DCCAt,. 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AND ­NG AND F­NT ­NG M05T BE COMPLETED SMITH PROPERTY eXTEN51ON SIGN 9) IMNVIVIDUI. INGNE5 ARE NOT —ED � P­ CP 5- PIAN APrRCVAl FRCIC� A 5"ARIC 51GH PERMIT �Y 1 U57 Be OBTAINED PRIOR TO N5TALLATION CF THE SIGN MULITTL! U11 N0N­RB!NOVNT- PIN 0742.92-23p_-_/ fl 5U­51ON5. � MULTIFLE TENW UCFr5_ MU5T 5UDMT A MA5TEK 5IGNT FLAN FOR APPROVAL I MINING 5Y5TtM!i PROVIDING A M VERTICAI RELIEF GRZATrR THAN FIVE FEET IN BIGHT WITHIN U5EWNIN(� MU' AHOR.20NTAL C15T&NCE Of 50 FEET CR Ut55, INCLUDING RZT-ING 1AUL5 OR MECHANICALLY 5TABIN20D Lu • SINGLE FAMILY tAIRSH WAIL5 511- BE XVGNei) AND CCN5TRUCXO UNDER TIYt Rf5rO4511512 CHARGE Of A U615TERED PROn�40—MG! CMANOCONArlYIN IT I5FECT5WITM THE NC BUILDING COQf5BCrICN IGIO EX15T)N IKETANN4G5­tNi5 MCC T1NG THESE A 5VARNTE BUILDING ­T M0KTO5TkR7 WETLANX END Of' 0 Iv� oYP1cA1) s A ORADIN4, Fi!NA,T — AINrUCABU! CAN BE 55UED BY �E BUILDING IN5F", ON5 Di ON ONLY ATTEIt T� MAIL APPROVAL Or TREE PROTECPON FENCING. 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OR SMOOnT WA31 COPR, ON flA51TC P R Or— HOLES E ip• P[RPORA.T1TN5 AT b' OR MR Si 4 R4 ROWI arc4 t01ALE FOR HR 51a r / DU 55'C GLOTM1IE FABPoC AFpI4D WASn[G S1CNC IS' IT- UND[RDANN MR TO BC �NSTA •'+AT 0 54 IN 510PE �N <nvc SCNL No C_ M'ACTION UNDERDRAIN CRO55 SECTION (NT5) NOTE5 QLD RALEIGH ROAD I ALL MAIM— AND METHODS OP 00N5TRLK1101 SHALL BE IN ACCCIIDANCE WITH TOWN Of APE% STANDARDS AND SRCIF"TONS 2 DOUNDARY AND TO ^OGRAPn1C INFORAtATON FROM 9MrtM Y 5Nx[n SURVEYOR$ 3 COCRTO M 5MALL DON NORI n CAROLINA ONC DAIL (I -000 692 -49491 LOCATE 411 IXISTNG UTILITIES PHH5 TOBEGIMUNG CONSTRUCTION 4 TM5 SIR 15 LOCAR—THIN THE ER114ARY D kR IN CD "N4GE CA E Vf TY DISTRICT 5 TMC BIO-R UL OIFOH AREA 5MALL LE PIPT fD OM TH A 0-RfTf F EASEMENT WPTH ALCE55 TO A PU[TO RV! 6 THC 1—C OF THE 4 INCH OUTLET CTO PROM THE DUO- R[f[MION CELLS SnAll BC COMPAOf[O TO A NIE IAUM RA 9 N RAT STANDARD PROCTOR (SHIM D6951 7 THE SURFACE OF RATE FOR THE SO-MENTION MEDIA SHALL BE BETWEEN e 1 MUD AND 2 IILMR S THE SOO MU OPOTE BIO-O NN 114GN AREA 15 BANNED TO R DCR UNI 500 9 THE `AD MUST NOT BC GROWN IN 5pt PnTH AN 1MPERMFA&t CUY UN[R 5 WEIN _rw`1 RCfA TD GRNANG SBDWA T 0 [ 5 MC T MID FL/.Y FOR TOP aX µO^.5 iA&L'ZED D.M e�- IAIA;N � ERhvVIEI.T n�SICN colrtRx MAT RUrcR To cRADINc FOR S�LLWAY ssN.4,��'1 •r;b311 e¢YAnou F:ccti<.Ctf°A��;. RAMANST EROSION MAI TO BE -300 DT NORTH AARJLCAN —IN AT Dv C[:RP, OR A�MOOJ[G mu. 5ECTiON THROUGH SPILLWAY (NT5) V I I IIIIIII�� BIOPETENTION CELL: FOPEBAY DETAIL O T'ET PIPE GRA55 CU55 RIP - - RAP `FABRIC 10410 (.7 PLUNGE POOL ITEM B BMPf1 ` cAl - EN'GIN AG DAR NY OIL' PROGRAMS / y / / EXI5TING/ - CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl WETLAND5 / (TYPICAL) 4 O I MIATDL.L A C 4 433 9 D 4 4288 E 1 12B 5 F 4 435 O G 4 2a 5M? / / \MAINTENAN ) —_7 // // / CASEMENT / —__ I 4 TOP OF BERIA =4350 J 1 15' RCP 2a' - I ENGINEERED RLL MAlER1AL COMPOSTION 85 - DB %SAND G - 12# RNCS 5'WI E / 1 15' FE5 ICU / HI -FLOW '6. — 428 5 / % ! / _ _ 5Y /PASS (MELD VERIFY) 5TREAM BANK /' / ! (55f DETAIL) / 5TABILIZATION / xT.IACx R15ER N/ I (SEE DETAIV , / NOTES - 9 ((//T1 pp00000 OOOOOOOO/ 000�� THE PH05PnORU51NDEN FOR DTE 501L 1.1EDIA 5MALL d / BE BETWEEN 10 M40 30 434 2 THE INFILTRATION RATE FOR THE 501L MEDIA SHALL L BE BETWEEN 1 IWHR AND 2 (WHIZ 4 NuRDRAIN HR SHALL BE —OULt 4e we 50435. OR SMOOnT WA31 COPR, ON flA51TC P R Or— HOLES E ip• P[RPORA.T1TN5 AT b' OR MR Si 4 R4 ROWI arc4 t01ALE FOR HR 51a r / DU 55'C GLOTM1IE FABPoC AFpI4D WASn[G S1CNC IS' IT- UND[RDANN MR TO BC �NSTA •'+AT 0 54 IN 510PE �N <nvc SCNL No C_ M'ACTION UNDERDRAIN CRO55 SECTION (NT5) NOTE5 QLD RALEIGH ROAD I ALL MAIM— AND METHODS OP 00N5TRLK1101 SHALL BE IN ACCCIIDANCE WITH TOWN Of APE% STANDARDS AND SRCIF"TONS 2 DOUNDARY AND TO ^OGRAPn1C INFORAtATON FROM 9MrtM Y 5Nx[n SURVEYOR$ 3 COCRTO M 5MALL DON NORI n CAROLINA ONC DAIL (I -000 692 -49491 LOCATE 411 IXISTNG UTILITIES PHH5 TOBEGIMUNG CONSTRUCTION 4 TM5 SIR 15 LOCAR—THIN THE ER114ARY D kR IN CD "N4GE CA E Vf TY DISTRICT 5 TMC BIO-R UL OIFOH AREA 5MALL LE PIPT fD OM TH A 0-RfTf F EASEMENT WPTH ALCE55 TO A PU[TO RV! 6 THC 1—C OF THE 4 INCH OUTLET CTO PROM THE DUO- R[f[MION CELLS SnAll BC COMPAOf[O TO A NIE IAUM RA 9 N RAT STANDARD PROCTOR (SHIM D6951 7 THE SURFACE OF RATE FOR THE SO-MENTION MEDIA SHALL BE BETWEEN e 1 MUD AND 2 IILMR S THE SOO MU OPOTE BIO-O NN 114GN AREA 15 BANNED TO R DCR UNI 500 9 THE `AD MUST NOT BC GROWN IN 5pt PnTH AN 1MPERMFA&t CUY UN[R 5 WEIN _rw`1 RCfA TD GRNANG SBDWA T 0 [ 5 MC T MID FL/.Y FOR TOP aX µO^.5 iA&L'ZED D.M e�- IAIA;N � ERhvVIEI.T n�SICN colrtRx MAT RUrcR To cRADINc FOR S�LLWAY ssN.4,��'1 •r;b311 e¢YAnou F:ccti<.Ctf°A��;. RAMANST EROSION MAI TO BE -300 DT NORTH AARJLCAN —IN AT Dv C[:RP, OR A�MOOJ[G mu. 5ECTiON THROUGH SPILLWAY (NT5) V I I IIIIIII�� BIOPETENTION CELL: FOPEBAY DETAIL O T'ET PIPE GRA55 CU55 RIP - - RAP `FABRIC 10410 (.7 PLUNGE POOL DESIGN iNFORMAiION ITEM B BMPf1 ` cAl - EN'GIN AG DAR NY OIL' PROGRAMS Amu A 4 4320 CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl pATi B 4 4 O N MIATDL.L A C 4 433 9 D 4 4288 E 1 12B 5 F 4 435 O G 4 4340 H 4 433 5 I 4 4' HDP[ J 1 15' RCP ENGINEERED RLL MAlER1AL COMPOSTION 85 - DB %SAND G - 12# RNCS AT..,N or _ I _ _ xT.IACx NOTES - -'0I vT —J aur¢ivp THE PH05PnORU51NDEN FOR DTE 501L 1.1EDIA 5MALL .vucx BE BETWEEN 10 M40 30 .eRC an u+murt 2 THE INFILTRATION RATE FOR THE 501L MEDIA SHALL BE BETWEEN 1 IWHR AND 2 (WHIZ 3 5ACCY.FILL OVER THE 15' RCP OUTLET PIPE SHAH BE BID- RETENTION BMP CRO55- 5ECTION (N.T.5.) 4 UNDEKDRA(1455MALLLL P15CHAPGE THE LEVEL SPREADER DESIGN iNFORMAiION ITEM B BMPf1 ` cAl - EN'GIN AG DAR NY OIL' PROGRAMS R A 4 4320 CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl pATi B 4 4 O N C 4 433 9 D 4 4288 E 1 12B 5 F 4 435 O G 4 4340 H 4 433 5 I 4 4' HDP[ J 1 15' RCP ENGINEERED RLL MAlER1AL COMPOSTION 85 - DB %SAND G - 12# RNCS 3 - 5 %ORGANIC NOTE5 1 FA k TE TRASH RACK DY WTLONG Y4 R[BAR 5PAC[D B' ON CEMER 2 50Lr BOTTOM OF TRASH �,�' MINIMUM 10'IX[P RACK TO TOP OF 24124' RISER Of - -12• wPaw. ,� ��"�2„ Z4• SUCH THAI N MKf OF REMOVED 1:, ?, �Dw-IY <C /-• "' LYISTIYG F(M ALGdS 5CHTOM m eeormnE 1 meR Jb RIP -RAP 5WALE AND HIGH -FLOW 31 DYPA55 DETAIL NT -5 DETAIL - TRA511 RACK STRUCIUIRµ DMP fAN51RUCTgN SCOUCNCC Tre PouwnrvG MUST Q;CUR rwDR r0 FINN �w ANLYO4 ccrHrtlu�c a aceuPANCVICO) I ALL 5TI -11.11A. BMP5 U05T BE INST —D 14 ADCORDANCE — TC APPROVED CONSTRUOTON OPAW�W5 2 THE DESIGN ENGINEER MU5T SUBMT AN AS-BUILT PACYAGL MUCII MEETS ALL ROUIREMEW5 PRESENTED IN THE 10WN SPEC BOOK 1NCWD NG A SIGNED AND SEALED CERTIFICATION 5TATBOCNT 3 —MIT TIE 4PPROPWATC 9 GHCD STRV.' -fURA1 BMP NM AGRCLIA[NT AND MAINTENANCE GUARART[E TO THE D[V[LCRM[AT PROHCt9 COORTINATOR IN COn STRUCi ON MMlAGCMtM AT 249 3394 4 A FINAL WSRCT ON BY THE !NN IRONMENTAL PROGRNU5 MANAGER 5H?LL M CONDUCTED ONCE TR A5-BUILT SLIpNI1TAI PAS B 1D TFt OWNS CNC[AYrNOVED, IMG GNVIPIAIM[tUµ PROGRAMS MANAGER WILL SENDS NAP APPROVAL IE1TiR lU THC OWNER 5 IN JEU OF 9TRIACILIRAL BMP COMBE710N AND M— AM"ON4 BY THC ENVIROMAENTAL PROGRAMS MANAGER THE TOWN MAY SCCEFT A PfRfORM41CC GUARANTEE IN ACCORDANCE WITH LIM SECTION a 112(G) IF M OCNTRBIfTwG DRNNAGE AREA FOR THE BMP5 6 UN51I B AT THE TIME OF FINAL FIAT APPROVAL FOR A 5UBpV1510N, THE TOWN WILL ALTDW A —MIR SYSTEM TO BE CONI = TO THE EMERGENCY DRAIN 5,RD TO OE-WATER THE VOLUME OP THE 5 51N OVER A 2.3 DAY 01) POROU5 EARLE5 ShAL. [RhER OO TNUE TO BE MA,NTN4ED TIP CpfNCftTING fROM A SEpIM[NT DAS1N1 OR U IN$iALLtO ANY ORJM— MU5T 5E CARED OR FU.- 6 HL STRUMP NAPS ARL RWUIRLD 10 M COMPLETED MCC TO A flN CO FORA SITE PLAN AND IS &0. CP 900. OF CO5 —11 N A SUBUrv151DN IP lnC Su5D1v SIUn b 10 R PnA5Ep, ALL STRJCNRAL BMP9 SnNl CE COYAPLETfD PWOR TO 155UANCE OF 900. OP C05 —IN THAT MASS 7 6 A STRUCTURAL BMP COUNTS TOWARDS RCA T12 RLOUIRM UNpi; MING 5n BE IIbTALLED WRING THE AP^RDPNAR GROWANG SEASON AND OOOROINATCD ATTH THE TOWN ZONING COMPUANQ OMI— AT 249 3426 UIMM AA[NGYI rnEd 0330 rolluYr a LPU (A AMI1gC. IDIYL) 161.NLm PDL NWIACRAmY! SMDIIGU4M: qT M , S.OM1D CXdhW KGRABpL Lp �� lv v Mlq b SIRfAY O15TURBN S n AuErm SEDTNXN A -A STREAM BANK STABILIZATION DETAIL NO NTION SOIL NO NOREt[MION 5dL MIXTURE fB5Ml 5HALL BE FLACED AND GRADED U51NG LONv GROUNDtONTACT PR[ 55U EQUIPMENT OR BY C AVATOK5 ANpO BACRMOES OPERATING ON THE GROUND ADIPLENT TO THE 5o""N 10N FACILTIY NO HEAVY EOUIRAENT SHALL BE USED YATHIN THE fLwMETSII OF THE DIOR[TENTON FACIL" D[POR[, OURING OR AFTER THE PIACCMFNT OF THE SEMI THE D5M SMALL D[ PLACED IN HORIZONTAL I.ATERS NOT TO ETCEEO 12 lNC FOR THE ENTIRE AREA OF THE Bo"" NTION FACIUTY THE B5M SHNL BE COMPACTED BY SATURATNG THE ENTIRE AREA Of THE SIDRFT[NTION PACllltt A°TCR EACH LIFT OF 55M 15 PLACID UNTL WATER ROW fING TM[ VN OMATt A'- COIL TK ORATION SMALL DE U5EDT] DYSPRAYING CR 9PRINw1w; AN ARROPRTAiC SCDIMCIR CONTRd O['ACC SMNL B[ l5[D TO TREAT ANY SEDIM[M TED WATCRDISC CH5T CRDM THE Ht rACIRAIN IF CO BSM BECOMES CONAPMINATED DURIIYs iMP CONSTRUCTION OP TMC FACILITY, TnE CONTAMINATED MATER1A19HALL BF REMOVED AND RCfl ACED GRAVING UNCONTAMINATED BE HER 1 AT NO AFTER A 24 COST TD TMC PMOO51 RATION HNALN5 SHALL OF THE IN 2 SHNL ee RRFORMCO AFTERV 24 HOUR nt CIAN AOT PFPJOO flNP1 EIEVAT10N5 5MALL DE WITHIN 2 INCHES OF EiEVATION9 SMOW'N ON inE CONTACT PUNS _ THE BIORTCNTION 501L NIIFTURC (D5M) 511 L BE A UNIFORM MIX FREE OF 5TONC5 5TJMP9, ROOTS, OR OTM[ R 5IMIWL OBIECTS IPRGER TnPN 21NCME5 EXCLUDING MULCH NOOTHER MATMAL5 OR 5U55TANCE5 5r 5E MIXED OR GUMMED WITHIN THE NORETFNTION SREA THAT MAT BE HARMFUL TO RAM GROIRTM, OR FRDI E A HINDRANCE TO THE PMJTTING OR MAINTENANCE OPERATIONS PWORTO PLACING THC UNDCRDRAIN AND THC B5M, THE BOTTOM OF THE VCC VAT1d1 SMALL M KGTO- TILLED TO A MINIMUM DEPTH OF G INCH E5 TO ALLEVIATE ANY COMPACTION OF THE FAGUT, BOTTOM ANY SUBSTITUTE MCTh00 MR ROTO- TELLING ML5T BE AfPROVCD BY THE CNGINECR PRIOR l O US[ ANY PONOW WATER SMALL BE REMOVED FROM THE BOTTOM Of THE FAC{Lltt AND THE 50L SHALL BE fwABLE BEFORE ROTO FILLING DESIRED NOR[T[NTION SOIL MIXTURE YM UL5 Btl— 5 5 AND 6 5 TrIE Pn05PMORU51nOCY FOR THE SOIL MEDIA 5MALL CE BERVLEN 10 AND 30 THE 51GNATUKE5 AHMED BCIOW CERTIFY THAT TFI5 SHEET, MA5 BRA R- NICWSD AND 1 -mlTN) 50{FLLY RRTHC CERTIFICATIONS 5GNE0 ON THE co"R SHEET OFy ° 5TRU'- NCW.5 �l ES ` cAl - EN'GIN AG DAR NY OIL' PROGRAMS R CAT - TRANSPORTS N DATE PWINING DAR CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl pATi PUCLIC \NCJRK9 -WATER .R OATE BR^- DATE N PJBJC NORFS - CLCCTRC \ DATE PARES. RECREATION a CULTU R'3 PUBLIC'NORX.5 - 5 t C DATE DATE 0 10 20 40 GRAPHIC 5CALE U O1 J J d a -O v If 1 ZZ « ad � LLj E LU la z Z a V G I. R� O / LLI I' .C� W U 221 N. SALSA SL SURE o01 PO BOX 1062 APEK NC 27502 OHE: 919- 387.1174 tlplltr.ow: P4151 AR r .��TjF.!✓�� CNP y`��tf i Z 3 _ W 3 ...L Q W U Q ., / 0_ D I L Z W Q W O W I P =20 PDC 5EPTEMBER 3, 2013 1;3CYI4 I TA. TIC CONMCIIT5 311 XI 21N TRC COMiV!!W5 4116115 POND GRAOING II 13 16 QL- ev ,, DKZrn� � Zrn0 1` "f � rn Z 6l CP U-41 _ D G>ZN� 1 zz-N 70 1 O rZ;rrnn l 710 /V co rn , \ USN Ilk IN rn D --! ` _ m I; I Ul C) - - o A4 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Water Quality Programs Pat McCrory Thomas A. Reeder Govemor Director October 31, 2013 1VI Development Attn: Joseph lonnane 501 N. Salem Street Apex, NC 27502 John E. Skvarla, Ill Secretary DWR # 13 -1125 Wake County Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER PROTECTION RULES (15A NCAC 026.0233) WITH ADDITIONAL CONDITIONS Edwards Creek Dear Mr. lonnane: You have our approval for the impacts listed below for the purpose described in your application dated October 2, 2013 and received by the Division of Water Resources (Division) on October 18, 2013. These impacts are covered by the attached Water Quality General Certification Number 3886 and the conditions listed below. This certification is associated with the use of Nationwide Permit Number 14 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non - Discharge, and Water Supply Watershed regulations. This approval requires you to follow the conditions listed in the enclosed certification and the following additional conditions: 1. The following impacts are hereby approved provided that all of the other specific and general conditions of the Certification, General Permit and /or Buffer Rules are met. No other impacts are approved, including incidental impacts. Type of Impact Amount Approved Amount Approved (units) (units) Permanent Temporary Stream 49 (linear feet) 0 (linear feet) Nftirally i` Carolina North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone (919) 791 -4200 Internet: www.ncwateraua&X,orq Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788 -7159 An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper 4t Edwards Creek DWR #13 -1125 401 AND BUFFER APPROVAL Page 2 of 3 Buffers — Zone 1 2,154 (square feet) 0 (square feet) Buffers —Zone 2 722 (square feet) 0 (square feet) 2. No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the Pre - Construction Notification. All construction activities, including the design, installation, operation, and 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. 3. Protective Fencing The outside buffer, wetland or water boundary and along the construction corridor within these boundaries approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 02H .0500. 4. This approval is for the purpose and design described in your application. The plans and specifications for this project are incorporated by reference as part of the Certification and Buffer Authorization. If you change your project, you must notify the Division and you may be required to submit a new application package with the appropriate fee. If the property is sold, the new owner must be given a copy of this approval letter and General Certification and is responsible for complying with all conditions. 5. This approval and its conditions are final and binding unless contested. This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General Statute 1506 by filing a written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH at http: / /www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431 -3000 for information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official state holidays). The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the petition along with any applicable OAH filing fee is received by the OAH within five (5) business days following the faxed transmission. Mailing address for the OAH: If sending by First Class Mail If sending via delivery service via the US Postal Service: (e.g. UPS, FedE'x): �J Edwards Creek DWR #13 -1125 401 AND BUFFER APPROVAL Page 3 of 3 Office of Administrative Hearings Office of Administrative Hearings 6714 Mail Service Center 1711 New Hope Church Road Raleigh, NC 27699 -6714 Raleigh, NC 27609 -6285 One (1) copy of the petition must also be served to DENR: Lacy Presnell, General Counsel Department of Environment and Natural Resources 1601 Mail Service Center Raleigh, NC 27699 -1601 Please send one (1) copy of the petition to DWR: if sending by First Class Mail via the US Postal Service: Karen Higgins NC DENR - DWR — Webscape Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 lfsending via delivery service (e.g. UPS, FedEx): Karen Higgins NC DENR -DWR — Webscape Unit 512 N. Salisbury Street Raleigh, NC 27604 This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri Smith at 919 -791 -4251 or cherri.smithCa@ncdenr.gov if you have any questions or concerns. incer ly, Danny Sm' , Supervisor Water Q ality Regional Operations Section Enclosures: GC 3886 cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105; Wake Forest, NC 27597 Jeff Harbour; Environmental Services, Inc.; 524 S. New Hope Road; Raleigh, NC 27591 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Pat McCroy Thomas A Reeder John E Skvarla, III Governor Acting Director Secretary July 11, 2013 Joseph V Ionnane JVI Development II, Inc _ 501 N Salem Street, Suite 105 Apex, NC 27502 Subject Surface Water Determination Letter NBRRO #13 -141 Wake County Determination Type Buffer Call Isolated or EIP Call ® Neuse (15A NCAC 213 0233) Start@ Stop@ ® Ephemeral /Intermittent/Perennial Determination El Tar-Pamlico (1 5A NCAC 26 0259) A P ❑ Isolated Wetland Determination [:]Jordan (15A NCAC 2B 0267) DWQ Flag Project Name Location/Directions Subject Stream Edwards Property Undeveloped tract located south of Old Raleigh Road and east of Apex Peakway in eastern Apex, NC Wake County PIN# 0742828176 UT to Swift Creek Determination Date: July 11, 2013 Staff: Michael Young Feature E/I /P* Not Subject Subject Start@ Stop@ Soil Survey USGS To o A P X DWQ Flag Property Line X X A I X Property Line DWQ Flag X X *E111P = Epherneral/Intermittent /Perennial Explanation The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolma or the most recent copy of the USGS Topographic map at a 1 24,000 scale Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream There may bg,ne hCaro hfo h na Naturally North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Intemet www rimaterquality org 1628 Mail Service Center Raleigh, NC 27699 -1628 An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper Phone (919) 791 4200 Customer Service FAX (919) 571 -4718 1- 877 - 623 -6748 Edwards Property Wake County July 11, 2013 Page 2 of 2 other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality This on -site determination shall expire five (5) years from the date of this letter Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority may request a determnation by the Director An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and /or adjacent owners) is notified of this letter A request for a determination by the Director shall be referred to the Director in writing c/o Karen Higgins, DWQ WeBSCaPe Unit, 1650 Mail Service Center, Raleigh, NC 27699 This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days The owner /future owners should notify the Division of Water Quality (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above) This protect may require a Section 404/401 Permit for the proposed activity Any inquiries should be directed to the Division of Water Quality (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919) -554 -4884 If you have questions regarding this determination, please feel free to contact Michael Young at (919) 791 -4200 Respect ly, Danny Smith Regional Su ervisor cc RRO /SWP File Copy .4fri Ole) I Ke_:� slvit�i Zf rol Vu iiV Ali A 7 17 ak 10, 4=4, CN m a tp ON T ro., op, Ira r :Sv Iff to i •r t5 MfB - %' v GrC D � M�3 Wy. GrC ®rD GrB GrB 13 0 rB GrC i, Wy \ /' CLC Crc 2 CrC '�. MgC ` CrF3 MfC vIgB �= 04 it Y - Cr -- 11 Cri32 CrC2) ,.--, - / � MfC �� iV{fCy,( ;r � ° li , / UrC% !/ d v _ 10 1 MgB2 , ON 'et Oj m U.S. CORPS OF ENGINEERS P y- WILMINGTON DISTRICT Action Id. SAW -2013 -02090 County: Wake U.S.G.S. Quad: NC -APEX GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: JVI Construction Joseph Ionnane Address: 501 North Salem Street Apex, NC, 27502 Telephone Number: (919) 387 -6962 Size (acres) 9 nine Nearest Town Apex Nearest Waterway Middle Creek River Basin Upper Neuse. North Carolina. USGS HUC 3020201 Coordinates Latitude: 35.7337 Longitude: - 78.8354 Location description: The nine acre project site is located approximately 1,300 feet east of Scheiffelin Road and directly south of Old Raleigh Road, in the Town of Apex, Wake County, North Carolina. PIN: 0742828176. Description of projects area and activity: The purpose of the project is to extend an existing culvert under Old Raleigh Road to allow for access into the Edwards Creek property, and a planned housing development. This Verification (permit) authorizes 49 linear feet of iurisdictional stream impacts in order to extend an existing culvert and construct a road crossing. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Nationwide Permit Number: NWP 14 Linear Transportation Proiects. SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated October 21, 2013. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and /or appropriate Iegal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone 919- 807 -6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808 -2808. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals /permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Craig Brown at 919 -554 -4884 x35 or Craig.J.BrownAusace.army.mil. 0 Corps Regulatory Official: Craig Brown Date: October 24, 2013 Expiration Date of Verification: 0311812017 �A \V -2013 -02090 Determination of Jurisdiction: A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID: SAW - Basis for Determination: The iurisdictional stream that will be impacted within the project area is a relatively permanent waterway (RPW). Ordinary high water marks (OBAI) were indicated by the following physical characteristics: clear line impressed on the bank, shelving, destruction of terrestrial vesetation, sediment sortinLr, and riffle pool complexes. This unnamed tributary flows into Williams Creek, which flows into Swift Creek, which flows into the Neuse River, a traditional navigable waterway (TNW). Remarks: None E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' CIean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C above). This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303 -8801 Phone: (404) 562 -5137 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by N/A (Preliminary M. * *It is not necessary to submit an form to the 1 ision Office if you do not object to the determination in this correspondence. ** Corps Regulatory Official: Craig Brown Date of JD: October 24, 2013 Expiration Date of JD: N/A (Preliminary JD) SAW -2013 -02090 The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our customer Satisfaction Survey online at hM2:// per2 .M.usace.army.mil/survey.html . Copy furnished: Agent: Environmental Services, Inc. Jeff Harbour, PWS Address: 524 South New Hone Rd Raleigh, NC, 27610 Telephone Number: (919) 212 -1760 NC DENR Cherri Smith SAW -2013 -02090 Action ID Number: SAW - 2013 -02090 County: Wake Permittee: TVI Construction Joseph Ionnane Project Name: Edwards Creek subdivision, Apex, Wake County, PIN: 0742828176 Date Verification Issued: October 24, 2013 Project Manager: Cram Brown Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Craig Brown Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. If you fail to comply with this permit you are subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date `.;, ` •' '_; , NOTITICATI0N'0Z:s': ADNLTI TSTRATIUE AP EAY,' P UPTTONS_AND,PROCESSRND 1 _ ;.i� •I „ , , •.+i . .'�, t _ t� `RE,QUEST,.WR APPEAL �•i �41'•��till �, 11." ��' �t<'i l..�•J'r Sp.. -. �'Y `�1:, •mot`. Applicant: JVI Construction File Number: SAW- 2013 -02090 Date: October 24, 2013 Joseph Ionnane Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A PROFFERED PERMIT Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at hfp: / /www.usace. army .mil /ineVfunctions /cw /ceewo /reg or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. S: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT FOR QUESTIONS OR INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Attn: Mr. Jason Steele, Administrative Appeal Review Officer Craig Brown CESAD -PDO Raleigh Regulatory Field Office U.S. Army Corps of Engineers, South Atlantic Division 3331 Heritage Trade Drive, Suite 105 60 Forsyth Street, Room 10M15 Wake Forest, North Carolina 27587 Atlanta, Georgia 30303 -8801 Phone: (919) 554 -4884 x35 Phone: 404) 562 -5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investi rations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Craig Brown, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801 Phone: (404) 562 -5137