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HomeMy WebLinkAbout20110049 Ver 3_401 Application_20130113LETTER OF TRANSMITTAL S&ME, Inc. 9751 Southern Pine Blvd. Charlotte, NC 28273 704.523.4726 704.525 -3953 fax To: NCDENR NC Division of Water Quality 610 East Center Avenue, Suite 300 Mooresville, NC 28115 We Are Sending You: ® Attached following items: 11- 00}9 Y3 RECEIVED DIVISION OF WATER QUALITY DEC 2 7 2012 SWP SECTION MOORESVILLE REGIONAL OFFICE Date: December 26, 2012 Job No. 1357 -11 -018 Re: McKee Creek Outfall Project Attn: Mr. Alan Johnson ❑ Under separate cover via ❑ Shop drawings ❑ Contract ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Report the Copies Date No Description 1 12/21/12 1 Second Revision to NWP No. 12MQC No. 3819 Authorization 1 12/19/12 2 Check #020379 for $240.00 These Are Transmitted As Checked Below: ECE1V ® For approval ❑ For your use JAN 0 3 2013 ❑ As requested ❑ For Review NR - WA R OUALI ❑ For Bids Due: / / ❑ Prints Returned After Loan To Us �` B" Remarks: Enclosed is a second revision to NWP No. 12MQC No. 3819 Authorization and a check for $240.00. Signed: If you have any questions, feel free to call Jesse Degnan at 704 - 523 -5726. oria A. Keiffer, Admi F V PLEASE DETACH AND RETAIN FOR YOUR RECORDS V I 1 r ! j 12/19/12 i 135711018 1357/5020 240.00 4 401 water quality ! certification f RECEIMAD ( { ONISION OF WATER t,MLITY DEC 2 7 2012 I SWP SECTION i 1 MOORESVILLE REGIONAL OFFICE I I 1HE FACE OF THIS UOCUf.tEiJi HAS A COLORED RACKG ROUND ON l:'HIIE PAPER, Ai!D CONTAINS fv11CROPRINTIiJG IiJ THE SIG fJ A'IURE LIIfJ[ Bmk of America of North Carolina, N.A. • Charlotte, NC 28255 m 9751 Southern Pine Boulevard Charlotte, North Carolina 28273 (704) 5234726 PAY *two hundred and forty DOLLARS AND 00/100** ***CENTS 12/19/12 $ * *240.00 ** North Carolina Division of Water Quality NOTVALIDAFTER 180 DAYS TO THE 1601 Mail Service Center ORDER OF Raleigh, NC 27699 -1601 eez zv�e�� NOT VALID FORPNOUNTS IN EXCESS OF $1,000.00 December 21, 2012 U.S. Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, North Carolina 28801 -5006 Attention: Mr. Steve Kichefski N.C. Division of Water Quality 610 East Center Avenue, Suite 301 Mooresville, NC 28115 Attention: Mr. Alan Johnson #S&ME RECEIVED DIVISION OF WATER QUALITY DEC 2 7 2012 SWP SEC`s':.,,-4 MOORESVILLE RGjovAl OMCE Reference: Second Revision to NWP No. 12/WQC No. 3819 Authorization McKee Creek Outfall Project vr@ � Mecklenburg County, North Carolina �J v USACE Action ID No. 2011 -00114 DWQ Project No. 11 -0049 S &ME Project No. 1357 -11 -018 Dear Messrs. Kichefski and Johnson: ,IAN 0 3 2013 This letter is in reference to the Charlotte- Mecklenburg Utilities Department (CMUD) McKee Creek Outfall Project. The project involves installation of approximately 5- linear miles of gravity sewer line (8 -24 inches in diameter) in Mecklenburg County, North Carolina. The project entails 5 stream crossings at the location of existing culverted crossings, 18 additional subaqueous stream crossings, and 10 wetland crossings. PERMITTING HISTORY A Pre - construction Notification (PCN) for impacts to waters of the U.S. in accordance with Nationwide Permit (NWP) No. 12 and the corresponding North Carolina Water Quality Certification (WQC) No. 3819 was submitted to the U.S. Army Corps of Engineers ( USACE) and the North Carolina Division of Water Quality ( NCDWQ) on January 11, 2011. The project was granted authorization by NCDWQ under General Water Quality Certification No. 3819 on January 21, 2011 (DWQ Project No. 11- 0049). The USACE provided verification in accordance with NWP No. 12 on January 25, 2011 ( USACE ID No. 2011 - 00114). S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273 -5560 / p 704.523.4726 IF 704 525.3953 / www.smeinc.com Second Revision to NWP No. 12NVOC No. 3819 Authorization S &ME Project No. 1357 -11 -018 McKee Creek Outfall- Mecklenbura County, N.C. December 21, 2012 A request for revision of the permit was submitted to the USACE and NCDWQ on July 11, 2012. The revision involved minor variations in the proposed project impacts to Stream 22, which received approval from the NCDWQ on September 11, 2012. The USACE has not responded to this request. NEED FOR CURRENTLY PROPOSED REVISION Further review of the proposed project route by the Project Design Team and construction contractor revealed the need for an additional temporary access crossing of McKee Creek ( Meadowbrook Connection as shown on Figure 1 and the attached Plan Sheets). In addition, one existing temporary access crossing of McKee Creek (Lamplighter Connection, Line H) was omitted from the original PCN submittal. Stream 24 was omitted from the original PCN submittal as it was never called out as numbered jurisdictional stream crossing in the plan sheets, yet was depicted in the original design drawings (Attached Plan Sheet 21). Line H entailed the installation of approximately 140 linear feet (If) of 8 -inch sanitary sewer line, tying into the existing sewer at station (STA.) 192 +80.00, manhole (MH #) 64A, after the subaqueous crossing of McKee Creek (Stream 24). The temporary access crossing at this location has been completed and bank stabilization measures have been implemented (See Representative Site Photographs for Stream 24 and 25 images). The Lamplighter temporary access crossing has resulted in an additional 35 linear feet of temporary impact to McKee Creek. The Project Design Team and construction contractor are planning to install f 3491f trunk -line of 8 -inch sanitary sewer to serve the Meadowbrook Estates Subdivision. The proposed installation will tie into the existing sewer line at STA. 189 +83.74, MH# 64, after a subaqueous crossing of McKee Creek (Stream 25) at 35.220162 °N, - 80.673318 °W. The proposed Meadowbrook Connection temporary access crossing will result in an additional 451f of temporary impact to McKee Creek. REVISED IMPACTS As a result of the requested revision, temporary impacts to McKee Creek will increase from 2551f to 3351f. No other additional temporary impacts to streams or wetlands are proposed, and the currently- permitted amount of project -wide permanent impact (0.142 acre wetlands, 0.0 if stream) will not change. A revised Impact Table that denotes the proposed additional temporary stream impacts is attached and is summarized in Table 1 below: Table 1: Impact Summary Wetlands Total Previously- thorized Impacts ac Total Revised Project -wide Impacts ac Temporary Permanent Conversion Temporary Permanent Conversion 0.626 0.142 0.626 0.142 Streams Total Previously- uthorized Impacts ffi Total Revised Impacts ffl Temporary Permanent Temporary Permanent 945 0 1025 F 0 lei Second Revision to NWP No. 12MQC No. 3819 Authorization S &ME Project No. 1357 -11 -018 McKee Creek Outfall- Mecklenburg County. N.C. December 21, 2012 As indicated, the proposed revision will not result in changes to the previously - permitted temporary wetland impacts or permanent wetland impacts. CLOSING Thank you for your consideration of this proposed revision. If you have questions or need additional information, please feel free to contact us at 704.523.4726. Sincerely, S &ME f Jesse Degnan Staff Professional jdegnan(&smeinc.com Senior Reviewed by Dane Horna, P.E., UP Attachments: Darrin M. Peine, QEP Natural Resources Dep ent Manager dpeineksmeinc.com Project Impact Revisions Figure Plan Sheets Revised Stream Impact Table Representative Site Photographs Check for $240.00 (NCDWQ processing fee) cc. Paul Smith, Woolpert (via e-mail) I I._ D PROP. MANHOLE " Tov ;ir oANC` "" SOLID LID & SE T� RIM £LEV. (41 DG. MH) wusrm+1° c�noR`Dr "" SIA., Dt iN£ N K LIN£ A IS¢LIp 171kL1 lb'�A SIA O. UG Nt I�R4F,_- AtA4KtfCl.E Nil l -0/A. {SOLID IIC & SFAr. t(, !a' MHt IR/M FLFV. ao' PIEtMN.WT r+�na�i . (I' DIA. MN) d:�55 .ROSVMG n . 6F.e JC'N. art' a E'I ST IA Y. SOLID LID R SEALED PAOA. { RIM ELEV. 686.5 (4' DIA. MN) PROP. MANHOLE " Tov ;ir oANC` "" SOLID LID & SE T� RIM £LEV. (41 DG. MH) wusrm+1° c�noR`Dr 4 �r TVpE IT�Pi --. D ,c. "" t 5 WC. DR -25: OR 59 $0 SS 2`A EA 7TD - - - vex (12. .. R%M £kEV. 681.5 ao' PIEtMN.WT r+�na�i . _ W bIA. A/H) DA5 PASfycRr - UTILITY DEPARTMENT i 24- PaDYDRI / GA9 SiQL 6A5 =µ - - A. 0 +00.00 L1NF H SfA. 192 +80,00, ONE A PROP.. MANHOLE AAA SOLID LID R SEALED RIM ELEV. 686.5 (4' DIA. MN) 4 �r TVpE IT�Pi --. D ,c. "" t 5 WC. DR -25: OR 59 $0 SS 2`A EA 7TD - - DO wc, pR_25; pR SS. 350 SS 350 "" �. rz.a• mro w c� - - WOOLPERT I CHARLOTTE - MECKLFN$L7RG UTILITY DEPARTMENT i . ENGINEERING DIVISION L CHARLOTTE. NAR7"w iP' _SAN_SENER_ (UW A) —EIOST. I}.S' TAR CASEwfNi " 13 Pp3yAH[NT { L C "" �. rz.a• mro w c� - - WOOLPERT I CHARLOTTE - MECKLFN$L7RG UTILITY DEPARTMENT i . ENGINEERING DIVISION L CHARLOTTE. NAR7"w ASPHALT DRIVEWAY (PROFILE) BRIDGE ---�d� BUILDING may, DIED( DAN STD. 6.63 - CONCRETE DRNEIM/Y (PROFILE) CURB A GUTTER SEDIMENT FENCE (SILT FENCE) STD. 6.62 DITCH, CREEK OR BRANCH �., b EDGE OF PAVEMENT �.� EROSION RETENTION BLANKET ".,'.•"'."^,,,.'".'•.++'. +• EXISTING FIRE HYDRANT y ^' EXISTING GAS MAIN —o- EXI S GAS SERVICE TEMPORARY SEDIMENT TRAP STD. 6.60 EXISTNG TING IRON PIN e)r.m.YtlSm"s �`SS[�udWinazou.otE.r w m a .wm as CASTNG4 SANITARY SEVER —a EXISTING SANITARY SEWER MANHOLE O EKISMGQ WATER MAIN aa'� a''OUWiWWa1°i i EXISTING WATER OR SANITARY SEWER Q EXISTING WATER SEANCE a -- EXISTING WATER VALVE w FENCE (LABEL TYPE) — . —. —.. GAS VALVE o GRAVEL DRIVEWAY (PROFILE) --�� GROUND ( PROFILE) ..= GUARD RAIL UNDERGROUND TELEPHONE MARSH WEPANDS OVERHEAD ELECTRIC —an— OVERHEAD UAUTY EASEMENT -- PIERS l/xF PO POWER POE W /GUY WOE W— PROPERTY LIE , PROPOSED AN RELEASE VALVE B PROPOSED FIRE HYDRANT PROPOSED E SANITAR Y SEWER PROPOSED SANITARY SEWER MANHOLE • PRCP03Df WATER MAIN (MARKED EVERY 100)— PROPOSED WARR METER LOCATION I' PROPOSED WATER OR SANITARY SEWER R/W I&b W� CHARLOTTE -MECKLENBURG UTILITIES CHARLOTTE, NORTH CAROLINA ENGINEERING DIVISION SANITARY SEWERAGE SYSTEM IMPROVEMENTS PROPOSED 8 -INCH SANITARY SEWER TRUNK TO SERVE MEADOWBROOK ESTATES SUBDIVISION z) ws.0 ssms<xunox uP Smsa came ysnsass A aEa .xo awe •) >ww a.ce art a) [ec..v.m ue MTw1 uTUtws ei Ma rwr aumG aw awt4 asra.�pv T1 �ds.na �FVO� d� awm.arss .IM(a�.m.r [Si.BlBfn) PROPOSED WATER VALVE RAILROAD .. I - -� carts NP - RAP t11RAPP 9R-to '�wz�ndt s xo� rimiawa wm ow.mze- +eomeie wnm ROAD /STREET RIGHT- E -WAY R/W »• ,� ,6� SEDIMENT FENCE (SILT FENCE) STD. 6.62 EIUT.I �., b SOEWAIR �.� 'tilir�uxo wu s w .rono.x¢ m a,u nldow.o nwoww sxn iw STORM DRAIN WTH CATCH BASIN OR DROP NLET— STREET SIGN NOR'�ur7 rYBUw .ants uaa wu cw�rm wr. wr a TEMPORARY DIVERSION STD. 6.40 ro —ro —ro e)`ax mss, .wzn W`ws r"�a ��u* suT iEmm .�`.o ra�cm yam. ^ TEMPORARY SEDIMENT TRAP STD. 6.60 Q e)r.m.YtlSm"s �`SS[�udWinazou.otE.r w m a .wm as iFMPDRARY STREAM CROSSING SRI. 1 — ® TOTER LINE TES MEADOWSROOK HAKE 11 ESTATES aa'� a''OUWiWWa1°i i TREE Q zuVa.io oasisol arP�O10mneen'noia <cu n (..oew1 a swiop TREE RROTEC104 TREE REMOVAL X UNDERGROUND CABLE —ac-- UNDERGROIID ELECFRIC ..= SNIT. 2) UNDERGROUND TELEPHONE —uT- LMERGRO ND TELEVISION CABLE *+— UNDRGRO ND M UO EASEMENT ..s— l/xF PO WATER METER PAW( ERD 3 a. OESGN cOLEPMY: PLANS ROMEO BW, MU-"M MO AMCIA$j INC. AMIM 7000 9OTN ROLEYMa STAR 440 NIKE (704) W -3131 DAR 069GM CO INM 11/002/2012 swwr yCOMPANY: RNM.1ID BY: NAMES MMNEY At A6ROOAIK PEA AMAM KIOM ELM. SIRE A ff7YOR MC 2I017 NWw. (701) 6w4m DAR 4NEY 4V/1L@ 10/74/702 DEVELM CHNIUM M03LOMM UEMTES MIOM 0100 BROOORNE ROIEYMO, O A0.OTIE NC, =6 RIO[ ON) 2M -7721 CONGA NTUTIM [[ NIKE OIMIOFIE (v) R3 ( ) HO DLO NO 21" 4' 0811 911018 too. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE MECKLENBURG UTILITY DEPARTMENT STANDARD SPECIFICATIONS. VICINITY MAP SCALE: 1" = 1000' NFNw d1N'i REV NO SEEt N0. TITLE BEET N0. 1 COVER BEET BEET NO. 2 STA 0+00.00 TO STA 3+49.19 SHEET NQ 3 EROSION COMM DETAILS a.om w[ � 3TAlES WIDl am ,ra.wE �i.aT ®v mrwcew Da.aa pvmrwzm o �T w 1O w s'wW.vA� rwr'aiomon woc� a wua.ei wr..m x cwwcs.ca +.a. u.r. �wr t o p�cem�izol Q w a OWZ+uI ❑)mao. a 0®*zm va o.a�nmo•'.+��' ®'wuwanwwmm��o car.�a eaa.. c.awv++) s . wemnsn.S.n s swim xu o< Tau Dm Ow wcnr�io�sr�m$v+msnvw� ��'��" 0- ❑o a �1"weev0� .wmr..w as�awors..a a.w+e Pf rlmn N1fAsaDdeblM IITc. rnmlen.. wdu cewne0 xezo3 HOWLS Wi I WE SUMMMY OF SEWER MANS k MANHOLES SHEET 2 EIUT.I w PROP. 8-INCH SAN. SEWER TRUNK 10 SERVE Est TES MEADOWSROOK HAKE 11 ESTATES UBD/V/SION CONSTRUCTION ENTRANCE yLL NCIOXY (SEE /A ET ON plpw SNIT. 2) I� l/xF PO PAW( ERD 3 a. VICINITY MAP SCALE: 1" = 1000' NFNw d1N'i REV NO SEEt N0. TITLE BEET N0. 1 COVER BEET BEET NO. 2 STA 0+00.00 TO STA 3+49.19 SHEET NQ 3 EROSION COMM DETAILS a.om w[ � 3TAlES WIDl am ,ra.wE �i.aT ®v mrwcew Da.aa pvmrwzm o �T w 1O w s'wW.vA� rwr'aiomon woc� a wua.ei wr..m x cwwcs.ca +.a. u.r. �wr t o p�cem�izol Q w a OWZ+uI ❑)mao. a 0®*zm va o.a�nmo•'.+��' ®'wuwanwwmm��o car.�a eaa.. c.awv++) s . wemnsn.S.n s swim xu o< Tau Dm Ow wcnr�io�sr�m$v+msnvw� ��'��" 0- ❑o a �1"weev0� .wmr..w as�awors..a a.w+e Pf rlmn N1fAsaDdeblM IITc. rnmlen.. wdu cewne0 xezo3 HOWLS Wi I WE SUMMMY OF SEWER MANS k MANHOLES Y a R 0 +00 1 +00 2 +00 3+00 4+00 MANHOLES TO BE SOLID WITH CAM -LOK COVERS UNLESS OTHERWISE NOTED ! TEMPORARY CONSTRUCTION ENTRANCE LOCATION NO 1. CONTRACTOR TO CENTER PIPE AS TO AVOID PIPE JOINTS UNDER CREEK /STREAMS. 2. INSTALL TEMPORARY STABILIZATION ON ALL DISTURBED AREAS WITHIN ID WORKING DAYS OR IA CALENDAR DAYS (WHICHEVER IS SHORTER) WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, WHETHER OR NOT THE AREA IS BEING USED FOR CONSTRUCTION ACCESS. CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL PROTCCT/ON NOT SHOWN ON THE PLANS FOR ALL STOCKPILE STORAGE, STAGING, ACCESS AND PARKING AREAS PRIOR TO CONSTRUCTION. J. 100 YEAR FLOOD ELEVATIONS TAKEN FROM EFFECTIVE FLOOD INSURANCE STUDY, MECKLENBURG COUNTY, NORTH CAROLINA, DATED MARCH Z 2009. COMMUNITY PANEL NUMBERS 3710439300J AND 3710550300J, AND W/THfN FLOOD ZONE X' 4. CONTRACTOR WILL REFER TO EASEMENT DOCUMENTS FOR ACCESS ACROSS PRIVATE PROPERTY. WENAa lte ar. NORM AME.MCAH A/ / - aatdriPE's DABaMfMLWTM.1TIlAC at [ACIA0L R7 APMMO C01M'ALEIrt. Accm Y N' C51/RIIa5a1W !'R ' scr DEMn ¢ -t ARtae lily ✓. tar aOaE IMP. It' rzL/itUeY ■MS Lr. ML1 rEAC'[ I � 0 It sQ taT,1L aq cDNSrBUCrIDK ra5ndr � tEE oETAa - e�Exa�i>a �� �� �--� �i `� � �. °..m ���'ne� 0�P�• % //� -'� � %_ _' �� -- -�`'�L \ , (EXISTING STA. 1'1809++080 89,tJ.74) CMIKE£ CREEK OUTTALL PUNS MUD PROJECT /146 -99 -756, fILE 18/ i EXISTING 4' DIA. MANHOLE nlllAeT /rwlr s• swwr aaalt = _ "� — (BEGIN CONSFRUCTION) ,� //� vMI. rt• IrAauAVO' sto is �/ / % � ice. i �/i ��/' /i i / i � � ` _. -" � / ! - I rnHSr9ucTKw usLMaNr � snT rrxcE muorrx's awLecL crmur ul / i l // // / / � ��\ rzMrox Rr s>BUM cMSSUa 'PRw. 1 • rt'MPw� Rr /• �. !, % l '- -0a. c'aacrBVClioN usnnrr ser BEr a teo srREAMSaMY suMM2ArroN STA. 1 +76.61 STA. 3+19.19 scr °A -a PROPOSED 5' DIA. MANHOLE PROPOSED 4' DIA. MANHOLE (OUTSIDE DROP) (END CONSTRUCTION) 'VI -ZGMAL SCALE 1• - 10' 14n mw, below. Call before you tlp. InRnc.L SGLE: ,• _ ,• In z WcTm PLM AY ANTI-SUP COLLAR DITAL PT 4 1;77� mm�mm_M M�mmmmmm mmmmmmmm mm��mmmm M mmmmm MW AUAL-LQO CHARLOTTE-MECKLENBURG UTILITIES ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA PROPOSED SAWARY SEWER nFUW 1.8; CONTROL DEWLS MEADOMOOK ESTATES SLAWWsom Revision to Existing Permit Authorization S &ME Project No. 1357 -11 -018 McKee Creek Outfall - Mecklenburg County, N.C. December 21, 2012 Table 2: Revised Stream Impacts and Tvpe Stream ID Latitude Longitude Flow Construction Existing Culvert Figure Duration' Corridor Width (ft) in Easement (LF) No. 1 35.25712 °N 80.64693 °W Seasonal 0 (Avoided) 0 5J 2 35.25162 °N 80.64861'W Year -Round 45 21 51 3 35.24901 °N 80.64867 °W Seasonal 45 20 5H 4 35.24653 °N 80.64835 °W Seasonal 45 0 5H 5 35.24552 °N 80.64814 °W Year -Round 45 20 5H 6 35.24406 °N 80.64849 °W Seasonal 45 17 5H 7 35.24349 °N 80.64851'W Seasonal 45 20 5H 8 35.23452 °N 80.6527 °W Seasonal 45 0 5F 9 (McKee Creek) 35.23418 °N 80.65275 °W Year -Round 45 0 5F 10 (McKee Creek) 35.23315 °N 80.65575 °W Year -Round 40 0 5F 11 35.23348 °N 80.65642 °W Year -Round 40 0 5F 12 35.22807 °N 80.66397 °W Year -Round 45 0 5E 13 35.22758 °N 80.66417 °W Year -Round 35 0 5E 14 (McKee Creek) 35.22561 °N 80.66574 °W Year -Round 35 0 5D 15 35.22345 °N 80.66731 °W Year -Round 30 0 5D 16 35.22279 °N 80.6701'W Year -Round 30 0 5D 15 (access crossing) (McKee Creek) 35.22279 °N 80.66964 °W Year -Round 15 (access crossing) 0 5D 18 35.22167 °N 80.67795 °W Seasonal 60 0 5C 19 35.222 °N 80.68103 °W Seasonal 45 0 5B 20 35.21817 °N 80.6832 °W Seasonal 30 0 5A 21 (McKee Creek) 35.23993 °N 80.64998 °W Year -Round 45 0 5G 22 35.232397 °N 80.65365 °W Year -Round 45 0 5F 23 (McKee Creek) 35.23081 °N 80.65910 °W Year -Round 40 0 5E 24 (McKee Creek) 35.220349 °N 80.674405 °W Year -Round 35 0 1 ''Lamplighter" 25 (McKee Creek) 35.220162 °N 80.673318 °W Year -Round 45 0 1 *Meadowbrook* Total: 1025 All streams crossed are Relatively Permanent Waters (RPWs). 2* Sanitary sewer trunks as named by CMUD. M �,. ,.....-r ri �. -r� arm > � ,t..i► �' n � Elm r Photo 1: View of McKee Creek, facing downstream at the Lamplighter Connection Sanitary Sewer Trunk. Photo 2: View of McKee Creek, facing upstream at the proposed Meadowbrook Connection Sanitary Sewer Trunk. Taken by: JMD REPRESENTATIVE SITE PHOTOGRAPHS Checked by: DP McKee Outfall Date: 12.21.2012 Project No.: 1357 -11 -018 Photo Page 1 of 1