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HomeMy WebLinkAbout20030473 Ver 1_Complete File_20030703WAT? Michael F. Easley, Governor dot ;? William G. Ross Jr., Secretary p 1) _ North Carolina Department of Environment and Natural Resources T lan W. Klimek, P. E. Director A ? Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality July 3, 2003 DWQ Project No. 03-0473 County: Wake Page 1 of 2 Falls Pointe Partnership 6604 Six Forks Road Raleigh, NC 27615 Subject Property: Falls Pointe Subdivision, Falls of Neuse Road, Raleigh, NC Neuse River [03-04-02, 27-(20.7), C NSW (nutrient sensitive)] APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer Protection Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS To Whom It May Concern: You have our approval, in accordance with the attached conditions and those listed below, to place fill within or otherwise impact 148 feet of streams and 13,391 square feet (fe) of protected riparian buffers for the purpose of constructing a road, and 20 feet of stream and 1,693 ftz of protected riparian buffers for the purpose of installing a sanitary sewer line at the subject property, as described within your application received by this Office on April 16, 2003 including additional information provided on May 8, 2003. After reviewing your application, we have decided that the impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment Control and Non-discharge regulations. Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions: 1. Diffuse Flow (Review) An additional condition is that all constructed stormwater conveyance outlets shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without re- concentrating. If this is not possible it may be necessary to provide stormwater facilities that are considered to remove nitrogen. Additionally, a stormwater management plan for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the protected buffers or nitrogen removal as described above will be achieved. All level spreaders shall be designed based on the "Draft Level Spreader Design Guidance" available at http://h2o.enr.state.nc.us/ncwetlands/Ievel.pdf. 2. Certificate of Completion North Carolina Division of Water Quality, WETLANDS / 401 UNIT 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetlands Page 2 of 2 Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 3. Deed Notifications Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this Certification Approval and Authorization Certificate. 4. Sewer Systems The project shall comply with 15A NCAC 2H .0219(i)(2)(G) and all other State, Federal and local sewer system regulations. The sewer line crossing of the stream must also comply with all of the conditions of General Water Quality Certification No. 3374 (GC3374). 5. Water Quality Certification(s) The proposed project must comply with all of the conditions of General Water Quality Certification(s) (GC} 3402. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the- Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or CAMA permit. If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. . Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726. Sincerely, 4 NC Ian W. Klimek, P.E., DWQ, Director Attachments: Certificate of Completion GC 3402 & 3374 Cc: Michael Hudson, Thompson & Associates, 5821 Holly Springs Road, Raleigh, NC 27606 USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files DWQ # 03-0473 Date: July 3, 2003 bz 401 $$) Diffuse Flow (Review) An additional condition is that all constructed stormwater conveyance outlets shall be directed to flow in a diffuse manner at non-erosive velocities through the entire protected stream buffers without re-concentrating. If this is not possible it may be necessary to provide stormwater facilities that are considered to remove nitrogen. Additionally, a stormwater management plan for this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the protected buffers or nitrogen removal as desc ibevd? above will be achieved. All level 5pte44 S 6e 45,?wJ A?olL I U1# eue) Spy kup" 112o, eii r, 5(rtk• nc. ?s cw yew Z 1__/ /X / ocz lli(c4 H_ THOMPSON & ASSOCIATES 5821 Holly Springs Road Raleigh, North Carolina 27606 Telephone: 919-851-1709 Faic 919-859-2143 A/C, ry 46 We-'m p,-ja?a ? 3 to l COQ, a rdec (?wQ. t?aleJ,( ,. Nc z7e?-oH, z2eev WE ARE SENDING YOU S drawings Copy of letter LETTER OF TRANSMITTAL 401 ISSUED DATE 'r,7 w - JOB NO. ATTENTION: RE: fA ct s o , e 5'VbC/)VjrjCj 11 63- Oy-73 ched - Under separate c er via - Prints Tans - Change order COPIES DATE NO. DESCRIPTION S Z ke?je IMP-4 ?6,e F,4,a Pos.rle Sit, s . f i? -7 h 1 Zeflee' 4',100--V e,t ?s c Yr c ,4d Q t- / ez Zro3 THESE ARE SMITTED as checked below: For approval _ Approved as submitted _ For your use - Approved as noted _ZAs requested - Returned for corrections For review and comment FOR BIDS DUE 19 REMARKS: s Resubmit _ copies for approval Submit _ copies for distribution _ Return _ corrected prints _ PRINTS RETURNED AFTER LOAN TO US N-0-r=4. g b ?one the following items: >u I, (j/yvUP Samples - Specifications COPY TO SIGNED If enclosures are not as noted, kindly notify us at once. ? r May 7, 2003 THOMPSON & ASSOCIATES 2821 Jones Franklin Road Raleigh, North Carolina 27606 NC Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: John R. Dorney Re: Falls Pointe Subdivision DWQ # 03-0473 Dear Mr. Dorney: The following are the written responses to comments received on April 22, 2003 concerning Falls Pointe Subdivision DWQ # 03-0473. 1. Tract has now been surveyed. Buffer areas now measured from stream banks and are shown as such on plan. 2. Restrictor plates are to be installed in outlet pipes and are shown on schedule sheet (Sheet 2). In addition to restrictor plates, level spreaders (labeled LS # 1, LS #2) are to be constructed outside Neuse River Buffers to diffuse flow. 3. In mentioned area labeled as LS #1, the pipe and dissipater are now completely outside Neuse Buffer. Water will be outletted from Pipe F (with restrictor plate), through dissipater D 1, through permanent grass swale and into level spreader LS #I - all located outside Neuse Buffer. In area labeled as LS #2, water will be outletted through Pipe T (with restrictor plate) into dissipater D2 and into level spreader LS #2 - all located outside Neuse Buffer. 4. As stated in #3, we believe that diffuse flow will be achieved before entering Neuse Buffer at both locations. Pipe and flow calculations as well as restrictor plate schedules and level spreader details are shown on Sheet 2. 5. Seven (7) copies of this letter and the revised site plan are included. 6. Footprints (to scale) of level spreaders LS #1 and LS #2 shown on site plan (Sheet 1). Since the first submittal, more detailed construction drawings have been completed. As such, the impadted areas are more accurately shown and the areas of impact have been revised and shown in tables on Sheet 1. If you have any other questions or if I can clarify any information provided with this submittal, please let me know. Sincerely,, Michael T. Hudson Thompson and Associates, PA PHONE: (919) 851-1709 FAX: (919) 859-2143 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan Klimek, P.E., Director Division of Water Quality April 22, 2003 DWQ # 03-0473 Wake County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Falls Pointe Partnership 6604 Six Forks Road Raleigh, NC 27615 Dear Sirs: On April 16, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill waters for the purpose of constructing a residential subdivision in Wake County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500. 1. The location of the protected buffers as overlays on the site plan seems to be measured from an arbitrary line. Measurements should be taken from edge of bank of the stream. 2. Please indicate the diffuse flow provisions measures on the site plan. 3. This Office believes that the nitrogen treatment area labeled on the plans as LS # 2 and LS#1 can be moved or reconfigured to minimize the impacts to Zone 1 and 2 of the Neuse Buffers. Please revise the plans to avoid the impacts. 4. The stormwater discharges at the location on the plans labeled DI will not provide diffuse flow through the buffer, Please revise the plans and provide calculations to show that diffuse flow will be achieved through the buffer. If it is not possible to achieve diffuse flow through the entire buffer, then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. 5. Please provide 7 copies of the site plans and other supporting information as requested. 6. Show footprint of LS# 1 as overlays on site plan. Please telephone Mike Horan at 919-733-3575 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Program JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Thompson and Associates, 2821 Jones Franklin Road, Raleigh, NC 27606 N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands MrACT TYPE FTB LWA FT. arACf TYPE FT& i A lee t4 C t? IN3 NEM 3m '' ?) / g at*Tm SANITARY SEWER CONSTRUCTION FN IM 34 M 00 =I dR w FBpI cwmm,1 TOTAL IMPACT = 1,693 S.F. (.039 AC) NEUSE F C 10W? 7 wft ROAD CROSSING ?"?"` TOTAL IMPACT = 13,391 S.F. (.31 AC) r6MFU14 M0MN011 TOTAL IMPACT-ROAD CROSSING AND SANITARY SEWER CONSTRUCTION j "r ?r TOTAL IMPACT = 15,084 S.F. .35 AC 1omo1 V 4_b?p"[ Y O'IbYI ,371 AC V- Maw TO flu" MW 111? TO OW SrA= MW AVOW Orin Pm aw? m Off= [ BALL EMS / V / EMS QRl6111r10 am SWY$ M Lm lI m 1e/ SITE CONTAINS NO 1O0 YEAR FLOOD NAL1R0 VICINITY MAP AREAS PER F.SMA MAP A 371B3CO155 E DATED MARCH 3., N15 aA 4* NOTE WORK AND WPR04ENWTS SHALL BE AS PER CITY OF RALIM STANDARDS AND SPECIFICArMS. Sm SME DATA PIN 1719 - 33 - 2530 REUBEN TRACT 8.92 AC.) PIN 1729-33-7656 (4.13 AC) TOTAL BOTH TRACTS - 13.15 ACRES ZONED R-4 PROPOSED DEVELOPMENT AT R-4 MIN. LOT SIZE FOR R-4 - 10,890 SF MAXIMUM NUMBER OF LOTS - 45 LINEAR FT. PUBLIC STREET -1,560 AREA IN STREET RIGHT OF WAY - 1.76 ACRES AREA IN ADDATONAL R/W (DEDICATE) - 0.77 AC AREA IN LOTS - 10.62 ACRES NUMBER OF LOTS - 30 ENERGY DISSIPATON CURB WIET ..I(.. SLT FENCE LEVEL SPREADER \ j ?/ i'/ ??/* 4~ 'amore / \\ ?? 1'?.?•'?. ? ???,' i / ?L / 10 / O STREET CONSTRICTION . 1.76 AC. i / t4A,1 r 14e" r o5 DMd. EMT. CONSM . 029 AC. i i * / 0337 k /... ... 0.111" I ,MA or O 07 O SBORROW?P049 AREA • 025 AC. I ai" Ac mm. 14713 r 1647" r 026 Ar- MIA AL DENUDED AREA . 259 AC. UAlmw1i / # IQ *All AC 0374 "0.254- CA 0280 Ac ,. o / 11 t NOTE BOUNDARY B80R1N,N,II FROM 9lN1YEY 13.167 IF BY THIS OFFICE TOPO TAKEN FROM WANE Co. O.I.S. CONTOUR 9KIEINAL 6 5 FEET. NO 3.149 OF AC ® / r ,a AREA NOT IN FHAZARDEMA 100 YEAR FLOW PLAIN 11144 OF ' .. 'Y` ,u7o r / 0.741 AC 0270 AC J ? `-- / 0.1" x / ' ( nAW7 r / TT 4"9 AO O r.'; ? ?? 17 i uA" r 13,111,11,11 OF 1J }}p 020 AC w,1 lC 0 0 p FM >a- 11 uo 7 t90NY1D \ / 0.154 110 '1 0.1171 AC 10 9 IlD16D II-1 ttOr1 13,173 A! • a7" K 1 ,0. 1W O f t 6 1 0=11 AC 1 J 12.913 Arc 'wu Ac \ \ \ WHAM I,"r'CZ?1CN %14AbI01otl // ?? ' Y•' OWN TOT ?11 7v FN 4 / wr 10 w 4 / I \ \ M ?? \\ i0?I710 1C0I11014 GUWRR; AND PI,KTMOA t>f L1BKW10E PM AML SWAM CONTROL LEIICLS MAY ww1w TO EIEM COAMMN M FW OgAkN11QYS A UL MY y 1111011m WICa Iwu EgON ooM,IIOI OI g ? ? y L W. rm9K101p'1 Q f N ALL IaY(AO IN101Y1 AR1l *WW W M ?/(?aq?, `ppppll 0."T ON WIML ,?, ,I 9t W00 ND OMAMO[? 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LN F ai-.ita..LLwhw YL NaIA I g ro 1?29 wm¦ IMAM-w N ":DIAL N an IM • N4•tr 4. d% • LN .•N La•all' Lw -Nw UNK oOCN INN ..am wr • 1JI.f meIr I T Aid NrAA • IAA K a w RCP 15 * -4O 324.10 319.00 32220 536X 6.501 4.46 8&e 1.32 a. 13 5 cfvj 4.n d 9.4 I" - RCP -26' 32610 326,00 4.62% 0.09 a, 052 d? - D RCP -93' 328,70 J2L00 3.901 1,14 as 399 - r RCP -Zr 329.30 326.90 1.461 1.07 M, 3.70 - RCP -5O 330.60 329.50 2.601 0.61 o8& 2.96 - RCP -22' 331.20 331.00 0.911 0.30 oo, 0.01 RCP -9r 336.60 331.00 5.96% 0.46 Co. 1.61 RCP [ -21' 337.30 337.00 1.43% 0.32 m 1.15 - U RCP -33' 324.00 32210 5.45% 2.96 o8& 817 - K RCA -53' 327. 50 32410 1.231E 2.92 8.09 - L RCP -48&' 33250 327.70 10.00% 2.02 7.70 M RCP -21' 333.00 332.70 1.43% 271 a 7.19 N RCP -48' 336.70 333.20 1.6Sx 1.93 o8& 5.19 0 RCP -85' 334.10 333.20 0.50% 1.33 oo. 3.05 P RCP -159' 335.60 33500 0.5= 1.23 oo. 3.63 0 RCP -50' 336.30 33800 0.50% 1.13 = 3.39 - R RCP 15' -611' 33660 330.50 0.67x 0.14 Ma 1.51 - S RCP 16' -45' 37.30 337.00 5.21x 0.19 o8& 0.93 - T RCP 15• -162' 321.60 311.00 7.11% 0.40 a. 1.46 5.94 rq U RCP 15' -21' 323.10 322.00 5.24x 0.28 Lo. 0.99 - V RCP 15' -7r 301.70 300.00 211x 8&40 as 1 1.97 477 fps W RCP 42' -121 314.00 309.30 3.S61 31.75 . 32.00 1446 fp! DISSIPATOM NUMBER CUTLET PIPE (FPS) (FT. =. 1 116 THW'i MATERW. D1 A 9.34 12 a 6 16 CLASS '% D2 T L04 6 4 3 12 CLASS 'A' D3 V 4.n 6 4 13 24 CLASS 'A' 57011E D4 w 14116 26 11 23 se CLASS '1' USE SPECIFIED STONE FOR EROSION CONTROL PLACE OISSFATOR AS PER DETAL SHOWN ON EROSION CONTROL DETAIL SHEET WITH NEOLRAED UNDENl1NER lEDMif HALM ICHE BASIN NO. AAEA (AC) (FT) (L FT.) ( (FT.) STORAGE (CF) 1 446 12 75 26 5 8.112 2 0.40 10 20 11 S aaD 3 0.46 10 25 11 5 1,100 RIP-RAP FILTER BASIN TYPE WITH BAFFLES. CLEAN ONCE EVERY YPA AS REQUIRED OR AS NEEDED INSPECT BASINS AFTER EACH RAINFALL EVENT DEPTH NCUJDES 1 FOOT IKE BOARD. ALL SED901ENF LADEN RUNOFF SWILL BE DIVERTED TOWARDS AND INTO A SEDMENT SAWN PRIOR TO LEAVING THE CONSTRUCTION SITE. SEE EROSION CONTROL DUAL SHEET 18& twi•-Y.? ?.ai--w. CULL AL mM1.a Lt rr 11141 •LMr \• w ?.>Aw WLW 43-12911 rMtt w w M LM r8& / MMI?r1M Iy???IpAR?r //L rA t 1??MMNtIR igMAt IOU L?tSMIt 1 MUL MR Ofi M. r miAtltA•q/. LwrN Y. rMt, - 4 pLG - W AIt71.4M. - LO I. NM Ir Na Nw to Mg I NAI IM A r wom w tML 1291. A • i • L6wwyYwL? "me w I M Mw SON0111" p? MA 13+1111 168' u. tilt NU : SM 14+6411 011 4 168' LT. 1411 W-0, 3629 CC . 0 3UM TJAG - 33Lp 1 TlB.C. • 3LIG W. M fir • Ir RIM- 92p W. N16' IICI. 3140 M. OLf 2r MI .32980 W. Ollf Ir RM • 3=70 211L,9 1Lr ff. Wt VLU 0.1 s?, w, 448&40 MW Q. ula VILLA a = x 13111 IS= - 3MA1 TJBA. - 331.29 M. M Ir MCI •32420 M. N 16' WI • 310M NV. ax Ir MI - 32400 Nv. OUT 1r MII - 3290 q 20. 12+JL" IOB M. LMM VW 13111 sm 1o+61J1 1r RL WMN OAKB a. 3333? a - 33w t. w M.. N Ir O 327.70 M • Ulm M. an tr Or - 9730 W. 8&R 1r R? - 33080 44 sm " 731 1r a.. L-2 0.1. ?01N86 1r LT. AIRNN o" Ma" 7 T - 3Lp TJLC • 331.07 I.M1r AM-5330 M. arttrln.39M an,rla.5lx N 131 tr If. L-2 8&1:N I+M tr M. AMYL 8&q Lw a•L I&= M ip TJd0. • ul.72 ;. w.N 1IV•5SM 1 RCA. MIRY W. N W. OUT 1r 101 . ffi380 I W. 8&R 1• MM - 33030 t 1M4AI ,1.r RL LAQ NLLA 8&1 2 G OL ! S I I+M IS LT. N1NIa 000 L W y 3 t TJ4G •34041 T.L= • x1.71 tr. 8&R 1r MI.37070 W. 8&!f Is' F" - 47]0 MA I" LT. I" VUA all C?1D ?N7+46M IJ' U. L" M!A 1"y X11 a man I ? T M.. M t1' A M 322m N tr 332.00 NP BM Mf 11' SM.10 IN. off ,r RO -M1.10 41L40 for M. LAPM VILLA >m9 C" ?7+40.M 1r a. LAIC NIA CAT 3 LOA -33633 T.8" - MM ow. OR tr MI - Sap IN. OUT 1r IM . 9110 1r p. L-2 2?M4&90 C M 0i-29.68& LAIC FEE T.s" . 3MM rOW 33LW L t am -62920 W.. Off "' 2901 - 30110 8&1. = 340 1r ff. L-2 ?JAL - 34M I I.1r,2F' 3" 1x2981 ,r W. Lr2 ? 340 6L T JL L - 344M TJ N 3" I w. 8&R ,r no; - 33M pl" ? 1129 1r M. L-2 v TJJC - 34LIS M. M 11' M• - 33730 NrOR"'MI.331W Ia. 144" w lu-UAa L-2 v 341.10 74= - 341.11 I M. ON,r q•37.30 NOTE. CONSTRUCT LEVEL SPREADER MONO CONE" WITH O% SLOPE. PLACE MATANO. LEVEL SPREADERS TO DE CONSTRUCTED AFTER SILT BASINS ARE REMOVED AND DITCH LN76 ARE STABLE. LEVEL SPREAOAREALER TO DE OUTSIDE NEUSE RHEA MOM wbw slim 1EFlOEL 1XIM a Left 0001 .T? Iii 1 ?.•Llawrwrt+? law PLAN VIEW OF LEVEL SPREADER LDU 3FIF&ADVt WHOM LEVEL WOM FLOW ENIRANCE wurm (oft) (ft.) OIL) 1 10-10 /6 0.6 3 20 J2 1 0-10 10 0.5 3 10 owN FALLS MWMLCR: PARI7MSIIIP 6604 SIX FORKS ROAD SURE 104 RALEIGH. NC 27615 (919) 414-4477 MP MIK SCHEDULE lent 6~1 VIMM I Tipp. am Fina FM M FMMMI W M 107229 CMMA 11!= M - 4 IV12/M MI NO. It-FF 1'-W ?Abp §WMM N-=P 1721-33-250 1 1729-3-7M1 s ' ?_. Vur Use Only: il4,? ., 3, ?A"Version May 2002 DWQ No. to this project, please enter "Not Applicable" r ".) tt ,'tom ??~-,?',l USACE Action ID No. (If any particular item is not app 1. Processing 1. Check all of the approval(s) requested for this project: Section 404 Permit ? Riparian or Watershed Buffer Rules Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here! ? +. if payiuent into the ivolul Carolina ` ctiands Restoration. Program (NC`NIRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Mananement Area of r_1 hnvironmentai Concern (see the top of page 2 iur iurtner ucLaiis), iicic. u II. Applicant Information 1. Owner/Applicant Information Name: Mailing Address:i _ r, Ua / .,I T E PAE'T!?2QSNif? (o ?Ot/ S,x Foars RD T?rtttic ?? , A14 Z 7!r/ •s' Telephone Number._ (q 1 q) . Sy 7 Fax Number:_ E-mail Address: Sut.ItWr-1414T IZe<?J_E.fsATC, coM 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: 7JW0MP561y AniD A550ciA-r S Company Affiliation: Mailing Address: 2121 SoN -s FR.w)et 1& RaAo PALE/L N NC 2760(. 69 Fax Number: r'9i9) SS/- ZiU3 Telephone Number: (gig) Ui- )7 E-mail Address: MTH C) T/foMp/455o c. 6n4 Page 5 of 12 ? ? 4 y Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: fAL4_ : AlAlTE Sr ?R??r4/,s,on/ 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 1729 -33- ZS30 /729 -33- 765G (PART) 4. Location County: WAKr Nearest Town: ISAi-ei& 1 Subdivision name (include phase/lot number):FAus PnoyrE Directions to site (include road numbers, landmarks, etc.): Fstu.s of NrusE Ry t3 t_r1AF' A/ yu yn/ 12b A V & roNy/LCt ROAD 5. Site coordinates, if available (UTM or Lat/Long): (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 1 //• ?76 7. Nearest body of water (stream/river/sound/ocean/lake): NeusF Rlv£2 8. River Basin: lVe-usE (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.rit.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: i,?oo nr n ANz FA11 Dui . Rts. t'I Ors Ts A l f ] Sr I AI tt? l [ wl i-?/ Page 6 of 12 r Describe the overall project in detail, including the type of equipment to be used: 1 ? orvbb no ?.r Pa4 Se "mere-le-real aRd o 11. /nijaz.J.. 5J ." ne rr coal nS?n Iu y S. ei rn<kll-L[ncl OtAnno m-f e<fsn[nIS RnR?/wLy ( 01 / 1r 11. Explain the purpose of the proposed work: To a,,,rat ! VrtJ.rc.., &,IJ oil 4errtr +or Z9 lot SJbd.Jr<. ?r. 1V. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the'USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdraNvn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be cleaily identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Proviuc a written description of the proposed impacts: S?bd.,,ts??N RoA&JA Y REAI" CR0$<,IV&. P1AQ, ^j 1QQ L F. V ContrvE C. Pe, in arreell" C1-thw1NFL U/, G?f?PT.ArE Fill ro ROAb.JA$ L'QOStiti![ y7 i..F. Atss•Pg?oe ?n e4+vvJveL ioB Proa•+cseo P?Pe. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on ma Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** es/no) Distance to Nearest Stream linear feet) Type of Wetland*** List eacn impact separately ana iaennty temporary impacts. impacts mciuae, but are not iunneu to: mecnanizea ciearing, grading, fid, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at htty://www.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: Total area of wetland impact proposed: - 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma Type of Impact* Length of Impact (linear feet Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? lease s ecify) pipC 114 CHANNEL /47 U 7' - Ne E , ve " List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozone:com, www.maaouest.com, etc.). 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identity temporary impacts. impacts mciuae, au, are not um,tea to: „u, excavauun, ureugmg, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. IQCAT .U Of a Ree.n CQOSSInL f,pS fNei.lal,RtJj&tr eeAl gc f ry Atrrtee.j y.,m e n I so,aAm, p, iw ef &,.r tcrrePd I./ clan&P?^r r it n nAcrent rct,&atat roydw,;* 5'4ytL 4o RO in4 e-4 ,Q tlc_ 4-o Gl1#n CA4rAAee Plea ?dLLj e}1=A/[?lii Oh Li BOA,, 4ke <ket« rte Rey cross a7 5'1k a ?Jat o J ( 1'.4,0 r i gQALe... re etxA Nr SIrP4n frost rw loin c -1n S..a Sri fit. A_, +o r a ( rwr 600 i < o -?n • -AA- T4f P° '-.aCJt T1.e erols.?7 Ieulwn .44 CAWn 40 stchsfr -kKt rryu.rtw.ee s 4 Weu Gs h PW le C ne4r tlpe C.IIAPe1 e'F ke sk r 40 m.n.m.=C 'fit .rAp*c4- +o {-tt eh4ant& Gad -P•1i arec n ite future je.vet VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 9 of 12 USACE - In acco,%'Ace wi,.: of issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http•//h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note- it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No [XI If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet Multiplier Required Mitigation I 52 iB5 3 2 3.5L41 1.5... Total % Z (o • "Lone 1 extends out 3U teet perpendicular from near bank of channel; Zone ;Z extends an additional 20 feet from the edge of zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B.0242 or.0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. AA PCbFnJ?A S /n?rl1 pli., 40o 0n On i,"AaLt Moe. ALL ??uM.? l;? 4rc yi la'(?er r/ rbadoays fo he (`i ?9Ll?? !9?-f f /uG?[t f3r??r/ y?rCUi? QltrC L'liann?lt .1-id leV,,Ipb/t ur,?f as L-?MP's_ XII. Sewage Disposal (required by DWQ) 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. P.Pgot4A Sc/lrv Sr,, et lonauw& -1o Ex C I:g or Qidtts.f SGil.lcr?? stwt? gyfrr,.l. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes E] No Is this an after-the-fact permit application? Yes ? No 0 XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). M,KE hfi4kdAN Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 LETTER OF TRANSMITTAL THOMPSON & ASSOCIATES 5821 Holly Springs Road Raleigh, North Carolina 27606 047 Telephone: 919-851-1709 Fa= 919-859-2143 a APR 1 6 ONIJACnl or w47elZ &Umjry Ljoi We,TC•4,/o,r UN,?' {(psb MAIL St201,155- GZVyE.Q RAL.c I&a, IV C Z?4R9 - /GS a THESE ARE /TRANSMITTED as checked below: ?For approval - Approved as submitted - For your use - Approved as noted ?Fo equested Returned for corrections rreview and comment - FOR BIDS DUE 19 R DATE t NO. A? NO. RE: Liu inrr Sc?QD??is?o - Resubmit copies for approval _ Submit _ copies for distribution Return _ corrected prints PRINTS RETURNED AFTER LOAN TO US REMARKS: =F VDU 14,44jc "4t (oVa*rio../e_ B2 f e[pu.2c A-N?/ 44664-feTAfb4- in/FoG.tritrie.v? Dc r? LET Ali <ao?, , MV bib Drppa-711 1.)ef SCUD 10 nip'i 6: ,frs' hOW n 4--me 61' 6kP 4PPro?0e. c.ncl now. /IAD?t???cn P_ L?t?s ne J WE ARE SENDING YOU ?Attached - Under separate c ver via the following items: hop drawings _ Prints separate - Samples - Specifications Copy of letter Change order