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Home My WebLink About20130918 Ver 2_Application_20140606d,,.5TAlF o.� tJ •� p.w.ifld STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAT L. MCCRORY GOVERNOR June 6, 2014 U. S. Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. Dave Bailey NCDOT Coordinator ANTHONY J. TATA SECRETARY SUBJECT: Request for Modification to the Section 404 Individual Permit and Section 401 Water Quality Certification for the proposed Greensboro Eastern Loop from US 70 Relocation to SR 2303 (Lawndale Drive), Guilford County, Division 7. WBS Element No. 34821.1.1, TIP Nos. U -2525B and U- 2525C. REFERENCE: USACE Individual Permit Action ID SAW- 2005- 21386, dated April 15, 2014. NCDWR Project No. 20130918, Certification No. 3978, dated February 6, 2014. Dear Sir: The purpose of this letter is to request a modification to the United States Army Corps of Engineers ( USACE) Individual Permit and North Carolina Division of Water Resources Certification for the above referenced project. The requested modification is to account for additional temporary wetland impacts associated with utility impacts (see attached Utility Drawings) to the project since approval of the above permits. A temporary impact (0.14 acre) to Utility Drawing Site W1 wetland is needed to stage the horizontal directional drill pullback pipe and provide access for the drill rig and supporting equipment. The contractor will use mats or other measures to reduce disturbance. Following construction, the affected wetland will be restored to its original grade and contour, seeded with native wetland vegetation, and allowed to naturalize. A copy of this permit modification application and its distribution list will be posted on the NCDOT website at https: / /connect.ncdot.gov /resources/ Environmental /Pages /default.aspx. Thank you for your time and assistance with this project. Please contact Greg Price at either gwprice@ncdot.gov or (919) 707 -6148 if you have any questions or need additional information. Sincerely, /Richard W. Hancock, P.E., Manager Project Development and Environmental Analysis Unit Cc: NCDOT Permit Application Standard Distribution List MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919 - 707 -6000 CENTURY CENTER, BUILDING B PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT FAX: 919- 212 -5785 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER RALEIGH NC 27610 RALEIGH NC 27699 -1548 WEBSITE:NCDOT.GOV C9 03 03 0) 0)p 69�sfl � {A � 64 � ke �4pQ to EAz Y(0Q� J)(BW 0) N3N � FAz (fl 63 (A 14 69 Ht (A 69 1-'1'11 I " v/ 2612 B3] 1 94 2939 I % �-l.•` ] e ^Zfihe4z J zesz ` 0 gaVrtlP�Buro� z1i0 za NI RB42 2 44 \ 26J0 ]]0 2))6 OJE T I R �� 2848 Rfi6R - % I,f RB61 8650 7 )fi Rfi] 416 1R))0 ]I6JAVC. 1 snY ]ORd IS R J161 317 304 31 Joz 3 4 VICINITY MAP PO �O Y6M6 "'6 "9 ��lwrllllll T �r / / SEE UO-4 UTILITYEPERMIIT PLANR R" :i WAN Jill J-1 END BRID J IJ BE B GE STA. 275 +00.00 -L- END TIP PROJECT < \ UT SO H BUFFALO CREEK / END U -25258 ACQUISTI N BEGIN CONSTRUCTION ? / SRVI- STA 10 +12.34 / 2y\ s \ BEGIN IDGE 'I- \ -Y4- S A. 3+ 5.45 /, o- BEGIN CONSTRUCTION - 1 81) 00 UT NORTH B'bf • d0 CREEK A / / \oy -Y4- TA.1 + E CONSTRUCTION / l / `hA,y I % / END BRIDGE / \�\ 1 -r E D BRIDGE BEGIN CONSTRUCTION \ \ ZRYI- STA 10 +00.00 / / -L- T + .5 \ END CONSTRUCTION \ \ -YI- STA. 14 +10.00 \Q -Y5- E IN 10 f O 8 NS STA. 11 +22.00 -L- BEGIN TINPROJECT U -25258 </ / BEGIN CONSTRUCTION -Y4A- STA 70 +00.00 1 / 0+ 0 -Y6- STA 11 +50.00 -L- ST ZB+ 7.76 U7 N TH BUFFALO REEK / Z OGEV + FID E 2+ 0.00 AE 'q STA 46 +00.00 _Y22_ STA 45 +00.00 END CON5TF _y4 STV-56: R" :i WAN Jill -L- (GREENSBORO E ASTER"ORTHERN LOOP) LINE 200 RELOCATION AREA SEE SHEET UO-4 FOR UTILITY PERMIT PLAN T.I.P. NO. SHEET NO. U -25256 UTILITY DESIGN BY.. _Q MA Engineering GC CONSULTANTS, INC. 598 East Chatham Street Suite 137 Cary, NC 27511 Phone' 919 297 0220 Fax' 919 297 0221 Utility Permit Drawing Sheet-- Lof -.'. J-1 BEGIN -CONSIN.-go. J IJ BE B GE STA. 275 +00.00 -L- END TIP PROJECT < 6y / END U -25258 ACQUISTI N BEGIN CONSTRUCTION ? / SRVI- STA 10 +12.34 / 2y\ /\ �i nl �// / 'I- BEGIN BRIDGE -L- STA 267 + 8.09 \�# /, o- BEGIN CONSTRUCTION - 1 81) 00 UT NORTH B'bf • d0 CREEK \oy -Y4- TA.1 + l / `hA,y ;TA.22+ 4.58 -Y1 - T 20 3.58 / BE -'n - 15+ .0 I END B D E / -L- STA 2 9 +88.34 y \ Mirk hp� STRUCTION Rp I I + 1. '40 �✓ /y \� hp2 E TRN-/ STA 11 +50.00 p O �GO AT. \Q -Y5- E IN 10 f O 8 NS ON -Y7- STA 00. V5- SR 282 / BEGIN IDG / \ 0+ 0 -L- ST ZB+ 7.76 U7 N TH BUFFALO REEK J Z OGEV + FID E 2+ 0.00 AE 'q STA 46 +00.00 _Y22_ STA 45 +00.00 EiC / STA 27 +56.14 A. 10 +00.00 1 (1 / END CONSTRUCTION -Y26- STA 39 +75.00 a J E D TR T -Y73- TA.131+ 0.00 UO-4 \ \/ NORTH BUFFALO CREEK -L- (GREENSBORO E ASTER"ORTHERN LOOP) LINE 200 RELOCATION AREA SEE SHEET UO-4 FOR UTILITY PERMIT PLAN T.I.P. NO. SHEET NO. U -25256 UTILITY DESIGN BY.. _Q MA Engineering GC CONSULTANTS, INC. 598 East Chatham Street Suite 137 Cary, NC 27511 Phone' 919 297 0220 Fax' 919 297 0221 Utility Permit Drawing Sheet-- Lof -.'. J-1 BEGIN -CONSIN.-go. J IJ BE B GE STA. 275 +00.00 -L- END TIP PROJECT / END U -25258 ACQUISTI N BEGIN CONSTRUCTION ? / SRVI- STA 10 +12.34 END CONSTRUCTION SRVI -STA 25 \ �i nl �// / 'I- BEGIN BRIDGE -L- STA 267 + 8.09 \�# F E UT NORTH B'bf • d0 CREEK RIDGE l / `hA,y ;TA.22+ 4.58 -Y1 - T 20 3.58 / BE -'n - 15+ .0 I END B D E / -L- STA 2 9 +88.34 y \ Mirk hp� STRUCTION Rp I I + 1. '40 �✓ /y \� hp2 // / GIN CQNSTRUCTIO� / BEGIN CONSTRUCTION ,SV -Y22- STA 10 +00.00��u J-1 D CONS'R+ (fiid \` I J IJ BE B GE - A.5 RIDGE ` ;TA.22+ 4.58 1 IA- GSTAT25 +0888 �/ EYD8- OAS 10 . AN CONSTRUCTION +079.45 NO CONSTRUCTION 21A- STA 12 +64.11 -Y21- STA 35 +75.00 / )NSTRUCTION END CONSTRUCTION STA 46 +00.00 _Y22_ STA 45 +00.00 r E D B DGE / STA 27 +56.14 1 (1 / END CONSTRUCTION -Y26- STA 39 +75.00 a J E D TR T -Y73- TA.131+ 0.00 \ \ \ NO IM ACT �\ BUFFER ZON \ 1 i-JS STREAM BEGIN HOD - RIG SIDE PROP. 90° BEND STA. 10 +00.00 yos 200' a� BORE HOLE B 1 n - - -- -- 0 - - - -- E - - - - - - - - - - - - 25' 68' DUKE = 68' DUKE POWER EASEMENT POWER EASEMENT � f PROP. TIE-IN TO EXISTING GAS LINE E f t SEE DETAIL FOR LINE 200 ON SHEET * t UO -3A IWETLAND BOUNDARY NO IMPACT �\ 0 ilty Clay N layey Sand RR 1ty Sand uni L L "I" 11T - o 14+ PIP EXIT .. .. .. .. .. GL -1 STA 9+ 8.37 D 6AS L STA 105 +1 85 LT 181.6' ELEV. = 736 20 15' BENDS TO OF EXI EXISTING TING GA PIPE MAIN A NOT SHOWN. TIE 1N 10 P XR 2 Y O ORKSPA E STREAM BUFF R JS LIMIT BORE HOLE B -1 rphos d Granitic Rock Silt 0 PROIEC! REFERENCE NO. SHEET NO. ode \ U -25258 UO -4 \ l7�ILRY DESIGN ENGINEER \� Utility Permit Drawling o \ Sheet 2 Qf J INCOMPLETE PLANS O \ Y DO NOT USE FOR R/W ACQUISITION \� ooyN PRELIMINARY PLANS oo NOT use FOR CONSTRU TEMPORARY CONSTRUCTION EASEMENT Oor CTION (100' X 200') Jyg WETLAND W1 TEMPORARY UTILITY PERMIT DRAWING BORE HOLE B -2 IMPACT = 0.14 ACRE 598 E. Chm °m sneee, LIMA Engineering SUR. 131 \CONSULTANTS, INC. C. , N. C. 27511 \ PROP. 413 LF OF 101, 3 \ TRENCHLESS INSTALLATION \ t t t t ! WETLAND M \ * * * t * BOUNDARY z TEMPORARY WORKSPACE NEEDED ca * * * } } FOR BORE PIPE r) s \ PuE END HOD - PIPE E 0 \ PROP. 90° B • y * f Z \ 0 25'_ I STA. 14 +1 .61 I M Num' ININ 1.21,011 - -121.7 LF R = 1 T @ 17.5" PC STA 10 +44 09 ELEV. = 728. 1 90 BEND 3.5' C VER GL 1 STA 0 +00.00 L TA 105 10.21 LIT iE GL- a]/.% I I +al. 10 IPE EN RY L S A 104+ 9.45 L -1 STA 14 +31.86 L � 759.4B L STA 103+17.7,: RT 224.4' R/ PNG ESMT TEMPORARY WORKSP CE 475' X 35' - - -- - 61.0 LF @ 11.5° 90° BEN - 3.5 COVER GL -1 STA, 14 +12 61 L STA 103+26.3 RT 20J.2' PC ST 13+70.90 o ELEV. f= 741. `--- 2 5.1 LF R = 1,07 @ 17.5° BORE FOLE B -2 SOIL STRATA nTFrH PT STA 1 +65.7 ELEV. = 721.80 GENERAL \ 11+ 1 0 13+0v 14+ .. .. .. .. .. .. .. 1. P P D 6AS ALONG PROPOSED LINE OF RILL. PROFILES IROM 5 15' 15' BENDS TO OF EXI EXISTING TING GA PIPE MAIN A NOT SHOWN. TIE 1N POINTS OT VERI - 3. C \ OF WETLAND AREAE 3'X30' } 4 * 475' HOLE LOCATIONS 30' X 30' EXISTING PIPELINE BE LIMITE HOLE EXISTING 10" STEEL GAS LINE HOLE BELL HOLE k___F\ � TO BE ABANDONED � * * � y y y iBFyLL A EICAVATION STALL TIMBER EBELL - - 55 oQi ____ \__ WETLA D AREAS INSIDE ` OR TIE -IN- - -- -- P55 - pl - - - - -1- • 55 -FSS �* * *F(�R }TItE�N* * PROP. TIE -IN TO EXISTING GAS LINE HORI TAL (PLAN /P FILE) HORIZONTAL RO - - - \ -- - - s IP -PS :- - � � -A - �+ -f- * ET • * • SEE DETAIL FOR LINE 200 0 N SHEET 50' 0' 50' 100' - - - � - Ps _ _ - - - I PIP UO -3A \ 5. I ,H STEEL PIPE SFALL BE REINSTALLED \ ca o0 PROP. NCDOT RIGHT OF WAY VERTICAL (PROFILE) ELEVATIONS ' CENTEF OF PIPE. 10' 0' 10' 20' 0 S LINE p WITHIN FROPOSED TEMPORARY WORKSPACE 70 FT. VIDE Yom` \ dO BE ACCJIRED BN PNG. 9. SEE SHEET UO -5 ( CESS PLAN) FOR ENTRANCE TO SIT I. �- PRO -L- LIGNMEN RILL EXIT - 11.5° '__ EX STING I M Num' ININ 1.21,011 - -121.7 LF R = 1 T @ 17.5" PC STA 10 +44 09 ELEV. = 728. 1 90 BEND 3.5' C VER GL 1 STA 0 +00.00 L TA 105 10.21 LIT iE GL- a]/.% I I +al. 10 IPE EN RY L S A 104+ 9.45 L -1 STA 14 +31.86 L � 759.4B L STA 103+17.7,: RT 224.4' R/ PNG ESMT TEMPORARY WORKSP CE 475' X 35' - - -- - 61.0 LF @ 11.5° 90° BEN - 3.5 COVER GL -1 STA, 14 +12 61 L STA 103+26.3 RT 20J.2' PC ST 13+70.90 o ELEV. f= 741. `--- 2 5.1 LF R = 1,07 @ 17.5° BORE FOLE B -2 SOIL STRATA nTFrH PT STA 1 +65.7 ELEV. = 721.80 GENERAL NOTES 1. P OFILE SHOWN IS ALONG PROPOSED LINE OF RILL. PROFILES IROM 9 2. DEGREE BENDS TO OF EXI EXISTING TING GA PIPE MAIN A NOT SHOWN. TIE 1N POINTS OT VERI 1E9. 3. C -EVAT-10P EARING OF WETLAND AREAE EXCEPT FOR BELL HOLE LOCATIONS SHALL BE LIMITE TO WHAT CAN BE CLEAREE BY HAN . CONTR CTOR SHALL I STALL TIMBER M ATS WITHIN WETLA D AREAS INSIDE EMPORAR 4. L 10-IN ,H STEEL PIPE FOR HOD I STALLAT ON SHALL BE 1).75" x .365" X52 ERW API 5L STEEL PIP . 5. L 10-IN ,H STEEL PIPE SFALL BE REINSTALLED WITH A MINIMUM 6. L PIPE ELEVATIONS ARE 10 CENTEF OF PIPE. 7. G S LINE rO BE IN3TALLED WITHIN FROPOSED 70 FT. VIDE EASEMENT T AT SHAL BE ACCJIRED BN PNG. 9. SEE SHEET UO -5 ( CESS PLAN) FOR ENTRANCE TO SIT I. 1 10 +00 11 +00 12 +00 13 +00 14 +00 1 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From /To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) W1 -L- 105 +19.85 TO 103.17.73 HDD Pullback, WS - 0.14 - - - - - - - ITOTALS:I 0 0.14 0 0.00 0.00 0 0 0 0 0 Notes: HDD = Horizontal Directional Drill Pullback = Area where pipe will be staged for drill WS = Workspace Utility Permit Drawing Sheet_? of ?