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Home My WebLink About20061214 Ver 3_More Info Received_20110222WITHERS &- RAVENEL ENGINEERS 1 PLANNERS I SURVEYORS 1410 COMMONWEALTH DRIVE, SUITE ioi WILMINGTON, NORTH CAROLINA, 28403 (910) 256-9277 FAX (910) 256-2584 T0: NC Division of Water Quality - 4o1 Wetlands Unit 2321 Crabtree Blvd, Suite 250 Raleigh, NC 276o4 WE ARE SENDING YOU ? Shop Drawings ? Copy of Letter LE17EQ OFT° ° NSMMAL DATE 2.22.11 JOB NO. 020 02 2.00 ATrENnoN Mr. Ian McMillan PHONE # 919-733-1786 RE. Wood Creek DWQ Project #o6-1214, Ver. Submittal of Revised PCN ® Attached ? Under separate cover via _ ? Prints ? Plans ? Samples ? Change order ? Diskette ? the following items: ? Specifications COPIES DATE NO. DESCRIPTION 2.22.11 020 02 2.00 Revised PCN Impact Tables (Pages , 6 & 8) 2.22.11 020 02 2.00 Revised Impact Sheets C, G &M 2.22.11 020 02 2.00 Revised Impact Cover Sheet (24x36) 1 2.22.11 020 02 2.00 Electronic CO of Submittal Items THESE ARE TRANSMITTED as checked below: 13 For approval ? Approved as submitted ? Resubmit copies for approval ? For your use ? Approved as noted ? Submit copies for distribution ? As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: File SIGNED: Troy Beasley if enclosures are not as noted, kindly notify us at once. F B `Z L Ittt, U QUALITY L)jv. %J1 DIRECTOR'S OFFICE ENGINEERS I PLANNERS I SURVEYORS February 22, 2011 NC-Division of Water Quality 401 Wetlands Unit Attn: Mr. Ian McMillan 1650 Mail Service Center Raleigh, North Carolina 27699 Re: Wood Creek Subdivision - Revised PCN Submittal DWQ Project # 06-1214, Ver. 3 Dear Mr. McMillan, This letter is in response to your On-Hold letter, dated December 22, 2010, as well as our meeting about the Wood Creek Subdivision on February 17, 2011. The proposed impacts for the Wood Creek project have been revised in order to facilitate issuance of the permit. Specifically, Impacts 8 and 14 have been removed from the proposed impacts. Impact 8 consisted of impacts from a sewer line crossing. The site plan has been revised to jack and bore the sewer line beneath the wetlands, eliminating wetland impacts. Impact 14 consisted of a road crossing to provide access to additional uplands for future development. This road crossing has been removed from the site plan, and will be permitted when needed for future development. Revised Impacts The currently proposed impacts are as follows: Impact Summary I S Permanent 4641f tream mpacts Temporary 1121f l d I W Permanent 0.35 acres an mpacts et Temporary 0.10 acres P Zone 1 30,654 sq ft B ff I ermanent Zone 2 18,282 sq ft er mpacts u T Zone 1 6,695 sq ft emporary Zone 2 5,879 sq ft Please note that all impacts were completed prior to expiration of the previously issued Water Quality Certification (DWQ Project #06-1214, Ver.2), except 39 if of stream impacts and 0.069 acres of wetland impacts at Impact 4,. The current project proposes to complete the additional 39 if of stream impacts 0.069 acres of wetland impacts at Impact 4 for completion of the partially constructed road crossing. In order to keep the accounting of the permitting history of this project as simple as possible, we are 1410 Commonwealth Drive, Suite 1o1 Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenet.com ENGINEERS I PLANNERS I SURVEYORS requesting authorization for all impacts associated with this project, including those impacts completed under the previous permit. Please feel free to call if you have questions or require additional information. Sincerely, Troy Beasley Environmental Scientist Attachments: • Revised Pages 5, 6 & 8 of PCN Form • Revised Impact Exhibit Cover Sheet • Revised Impact Sheets C, M & G 1410 Commonwealth Drive, Suite 101 Wilmington, North Carolina 28403 tel: 910-256-9277 fax: 910-256-2584 www.withersravenet.com 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary T Impact 1 ® P ? T Fill - Road Crossing Headwater Seep ® Yes ? No ® Corps ® DWQ 0.05 ac Sewer ®Yes ® Corps Impact 2 ® P ? T Maintenance Riparian ? No ®DWQ 0.002 ac Corridor Impact 2 ? P ® T Excavation - Riparian ® Yes ® Corps 0.003 ac Sewer Crossing ? No ® DWQ Impact 4 ®P ? T Fill - Road Crossing Riparian ® Yes ? No ® Corps ® DWQ 0.14 ac Clearing - Sewer ®Yes ® Corps Impact 5 ® P ? T Maintenance Riparian ? No ®DWQ 0.003 ac Corridor Impact 5 ? P ® T Excavation - Sewer Crossing Riparian ® Yes ? No ® Corps ® DWQ 0.005 ac Impact 6 ®P ? T Fill - Road Crossing Riparian ® Yes ? No ® Corps ® DWQ 0.06 ac Clearing - Sewer ®Yes ® Corps Impact 10 ® P ? T Maintenance Riparian ? No ®DWQ 0.03 ac Corridor Impact 10 ? P ® T Excavation - Riparian ® Yes ® Corps 0.06 ac Sewer Crossing ? No ® DWQ Clearing - Sewer ®Yes ® Corps Impact 11 ® P ? T Maintenance Riparian ? No ®DWQ 0.02 ac Corridor Impact 11 ? P ® T Excavation - Riparian ® Yes ® Corps 0.02 ac Sewer Crossing ? No ® DWQ Impact 12 ® P ? T Fill - Road Riparian ® Yes ® Corps 0.04 ac Crossing ? No ® DWQ Clearing - Sewer Riparian ®Yes ® Corps Impact 16 ® P ? T Maintenance ? No ®DWQ 0.009 ac Corridor Impact 16 ? P ® T Excavation - Riparian ® Yes ® Corps 0.009 ac Sewer Crossing ? No ® DWQ 2g. Total wetland impacts 0.451 ac 2h. Comments: Page 5of13 PCN Form - Version 1.3 December 10, 2008 Version 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number -Permanent (PER) or (Corps - 404, 10 stream length (P) or Temporary (T) intermittent DWQ - non-404, width (linear (INT)? other) (feet) feet) Impact 3 ? PET UT to Middle Excavation - ? PER ® Corps 4' 22 If Creek Sewer Crossing ® INT ® DWQ Impact 4 ® P ? T UT to Middle Fill - Culvert and ? PER ® Corps 7' 100 If Creek Rip Rap ® INT ® DWQ Impact 5 ? PET UT to Middle Excavation - ? PER ® Corps 4' 22 If Creek Sewer Crossing ® INT ® DWQ Impact 11 ? P ® T UT to Middle Excavation - ® PER ® Corps 5' 27 If Creek Sewer Crossing ? INT ® DWQ Impact 12 ® P ? T UT to Middle Creek Fill - Culvert ® PER ? INT ® Corps ® DWQ 7' 255 If Impact 13 ® P ? T UT to Middle Fill - Culvert ? PER ® Corps 3' 109 If Creek ® INT ® DWQ Impact 17 ? P ® T UT to Middle Excavation - ® PER ® Corps 5' 20 If Creek Sewer Crossing ? INT ® DWQ Impact 19 ? P ® T UT to Middle Excavation - ® PER ® Corps 4' 21 If Creek Sewer Crossing ? INT ® DWQ 3h. Total stream and tributary impacts 576 If 3i. Comments: Of the 464 If of permanent stream impacts, only 255 If are to perennial/important streams. 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water impact Name of number - waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose of (acres) number pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 K Total Page 6 of 13 PCN Form - Version 1.3 December 10, 2008 Version 5g. Comments: 5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: Page 7 of 13 PCN Form - Version 1.3 December 10, 2008 Version 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. ® Neuse ? Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason for Buffer Zone 1 impact Zone 2 impact Permanent (P) or impact Stream name mitigation (square feet) (square feet) Temporary (T) required? Impact 2 ? P ® T Parallel Sewer Installation UT to Middle Creek ? Yes ® No 0 210 sf Impact 3 ? P ® T Crossing UT to Middle Creek ®Nees 1290 sf 833 sf Impact 4 ® P ? T Road Crossing UT to Middle Creek ®Nees 4222 sf 3094 sf Impact 5 ? P ® T Parallel Sewer Installation UT to Middle Creek ? Yes ® No 1333 sf 924 sf Impact 6 ® P ? T Road Crossing UT to Middle Creek ®Nees 4272 sf 2835 sf Impact 7 ® P ? T Road Crossing UT to Middle Creek ®Nees 4886 sf 3034 sf Impact 11 ? PET S sing UT to Middle Creek ®Nees 1549 sf 1162 sf Road Crossing ? Yes Impact 12 ? P ? T (Requires UT to Middle Creek ? No 11617 sf 5605 sf Mitigation) Impact 13 ® P ? T Road Crossing UT to Middle Creek ®Nees 4791 sf 3082 sf Impact 15 ? P ® T Cro sing UT to Middle Creek ®Nees 424 sf 406 sf Sewer Impact 17 ® P ? T Crossing / Greenway UT to Middle Creek ? Yes ® No 645 sf 414 sf Bridge Sewer Impact 17 ? P ® T Crossing / Greenway UT to Middle Creek ? Yes ® No 595 sf 429 sf Bridge Impact 18 ? P ® T Parallel Sewer Installation UT to Middle Creek ? Yes ® No 0 857 sf Impact 19 ? P ® T Cro sing UT to Middle Creek ®Nees 1283 sf 841 sf Sewer ? Yes Impact 20 ® P ? T Maintenance UT to Middle Creek ® No 221 sf 218 sf Corridor Impact 20 ? PET Cro sing UT to Middle Creek ®Nees 221 sf 217 sf 6h. Total buffer impacts 40,349 sf 24,161 sf 6i. Comments: Only Impact 12 will require buffer mitigation. D. Impact Justification and Mitigation Page 8of13 PCN Form - Version 1.3 December 10, 2008 Version 0 411 ? ti J ? _ ? , Me? vl Lr i ?_ r r IIII i I ? \;11` n.•? 2 SM 10UR OHM FOR DETMS Of LVACTED AFZO 15 + ib`&'.!fM M ur;m aG li S WED -I; HAW BM FLAG= BY BY AND ? : ra a L? _ £S2: x BY 1 ';9 t RAVDIEL A ALL Cn R STM SHAD. BE DENO= VA M OR OUT= 0 . OF M 70MB ADDMOM W 7O 7" STAWAM 6 41 M OR E Cr IM TOMS ADOIDOHM. BO' w rt 70 '*= SSANDMM ` - - ... E GRAPHICSCAI[ V,, ..W.l: CRELK STATUS OF WETLANDS AND fl STREAM BUFFER IMPACTS 22 ,,? / t l -? CLA- INlrERSP?C'• WED fPROPO ( (D STS ~ywt. r?o V) n f iry r , 4 ? EXi`5-1-INING L WE FLAN D S Iii R MANEN 1 (MPACTS FtEMAIIINC ihP C7 4: CQMELEIED AS P T OF- IMPACI 4-, PERMANENT BUFFER ZONE 1: 0 SF (0.0 AC) BUFFER ZONE 1: 4,222 SF (.097 AC) BUFFER ZONE 2: 0 SF (0.0 AC) BUFFER O : 3,094 F (.071 ) ST : 156 /.0036 A (39 LF RIP P) STREAM: 244 /0.009 (1 PIPE) WETLAND: 3,000 SF (.6 ) WETLAND: 33,193 SF (.073 ) FF PIPE WAS CONSTRUCTED PRIOR GRAPHIC SCALE n In 40 To ORIGINAL PERMIT EXPIRATION BUFFER 1 IMPACT 10 STREAM IMPACT _` .` i in /11 BUFFER ZONE 2 IMPACT ME WETLAND IMPACT I I" 10 AMFNI)ME( . WOODCREEK SHEE I L I' mmwA?THE:R (?K- L (FORMERLY WILDACRE) fa be?i WETLAND AND STREAM IMPACTS ......... i 41 P? SEWER CPOSSING TO BE Dol?,ED /PD JACKED TO ELIMINA DISTURBANCE OF °1E I....AICJ . `,4 ?? Cam. ? ? I QB 824 ? F` ,'',, E REMOVED IMPACT 14 i GRAPHIC SCALE 4 0 7n BUFFER 1 IMPACT ISOLATED CHANNEL IM PACT BUFFER ZONE 2 IMPACT WETLAND IMPACT ... ._ . ........ WOODCKttK SHEET M Wrrtq. (FORMERLY WILDACRE) "' ! WETLAND AND STREAM IMPACTS ?I E %%?tl%49 $?.? 8 FL?@I?BE ?&$ 6 p iPWV?Y4R R:A WoodCreek Construction/A royal Status Sumrnar pp Y PROPQSED WETLAND AND SUFFER (MPACTS S EA WETLANp BUFFER Section Phase CD's A roved Construction DW S pp Q WMP STATUS STATUS SHEET IMPACT TEMPORARY PERMANENT Status Requirements NUMBER TEMPORARY PERMANENT .TEMPORARY PERMANENT ZONE1 ZONE2 ZONE1 ZONE2 TractA YES 75%Complete Diffuse Flow COMPLETE {SFj {ACS (LF~ (SF~ SAC) {LF) {SF} {AC) (SF) {ACS (SFj (ACJ ~SF~ (AC7 ~SFj (ACj (SF) (AC) ;OMPLETE A 1 - - - - - - - - 2,126 0.05 - - - - - _ _ _ Tract B 1 YES Pending Diffuse Flaw 2 YES Pendi COMPLETE ng Diffuse Flaw .OMPLETE E 2 - - ~ - _ 137 0.003 92 0.002 - - 210 0.005 - - - - 3 87 0.002 22 - - - - - - - 1290 0.03 833 0.02 - - - - 3 YES Pending Diffuse Flow 6Q°~o COMPLETE iCOMPLETE C 4 - - - 400 0.009 100 - - 6,193 0.14 - - - - 4,222 0.1 3,094 0.07 4 YES Pendin Diffuse Flaw COMPLETE g 4MPLETE D 5 88 0.002 22 - - - 226 0.005. 124 0.003 1,333 0.03 924 0.02 - - _ _ 5 YES Pendin COMPLETE g Diffuse Flaw ~OMPLETE E 6 - - - - - - - - 2,493 0.06 - ~ - - - 4,272 0.1 2,835 0.07 COMPLETE TractC YES Pending Diffuse Flaw CMPLETE F 7 - - - - - - - - - - - - - - 4,886 0.11 3,034 0.07 Tract D-1 Nat Submitted Future SWMP Re uired COMPLETE OMPLETE I 10 - - - - - - 2,504 0.06 1,249 0.03 - - - - _ _ _ _ q Tract D-2 Not Submitted Future SWMP Required COMPLETE 20 - - - - _ _ _ _ _ 229 0.01 217 0.005 221 0.01 218 0.002 TraetE 1 YES Cam fete Diffuse Flow COMPLETE OMPLETE ~ 11 137 0.003 27 - - - 883 0.02 883 O.OZ 1,549 0.04 1,162 0.03 - - - - p OMPLETE K 12 - - - 1,784 0.041 255 - - 1,872 0.04 - - - - 11,617 0.27 5,605 0.13 OMPLETE L 13 - - - 316 0.009 109 - - - - - - - - 4,791 0.11 3,082 0.07 2A YES lJnderwa Diffuse Flaw COMPLETE Y COMPLETE CMPLETE N 15 - - - - - - - _ _ _ 424 0.01 406 0.01 - - - ~ - 26 YES Pending Diffuse Flow OMPLETE 0 16 - - - - - - 373 0.009 376 0.009 - - - - - _ _ 2C YES COMPLETE Pending Diffuse Flow COMPLETE 3 Nat Submitted Future Diffuse Flaw OMPLETE P 17 100 0.002 20 - - _ - - - - 595 0=01 429 0.01 645 0.01 414 0.01 18 - - _ - - - - - - - - - 857 0.02 - - - - N T 0 ' ~ i a Tract F 1 YES Underway SWMP Approved COMPLETE OMPLETE Q 19 86 0.002 21 - - - - - - - 1,283 0.03. 841 0.02 - - - - I WID NI ( ~ I I I ~ i i 2 YES Pendin SWMPA raved TOTALS 11 g pp TOTALS - 498 0.011 112 2,500 0.059 464 4,123 0.097 15,408 0.354 6,695 0.16 5,879 0.14 30,654 0.71 18,282 0.422 Y• 1'1, I ~ ~ 3 YES Pending SWMPA roved ' ` ' ,T a TractG 1-Section 1 YES Acce ted Diffuse Flow ~-r'" ~ ...a ~ i ; ~ ~ ' ~ 1-Sect~an 2 YES Complete Diffuse Flow i ,~'r L k j ` a 2 Not Submitted Future Diffuse Flaw y ; ~ ~ ' 3 Not Submitted Future Diffuse Flow ~ //i\ ~ i r r ~ Tract N 1 YES Cam lets Diffu ~ L; -r I ,,y f,~; /j ~ - I p se Fiow ~ ~ ~ ~ r'1 I ~ ~ 2 in Review P rh ~ ; ~ _ _^~1 i i ending Diffuse Flaw ! r..`~' r~`, I r' _4 3 Nat Submitted Future ~ T., ~ ~ A f i Diffuse Flaw / ~ ' ~ ~ Tract J ~ ~ ~ , I -j Nat Submitted Future SWMP Required ~ i . y ~ '~,,,J t ~ ,i Tract K1 Not Submitted No Development No Development Tract K2 Nat Submitted No Development No Development ~ ~ / ( ~ ~ it a j ' I ' - ~ ~ ,li Tract N YES Accepted N/A ~ ~ I ~ ~ i ~ ` I ' 1 ' ~ Offsite Sewer YES Acce ted N A ~ ~ p / ~ ~ i~ TRA 2 ~ iili i - Sunset Fairways Ext, 1 YES Accepted Diffuse Flaw I SunsetFairwa sExt. 2 YES Pendin ~ ~ _ ~ r rt ~ _ Y g Diffuse Flow ~ ~ ,1 ~ ! Lockiey Drive Ext. YES Acce ted Diffuse Flaw t p ~5 CT K ° , ti Recreation Center YES Complete SWMP Approved I ! % AREA RESERVED ~ ~ ~t ~ / r BY OWNER F,OR ti ; ~~~Ti , r , ~ / - FUTURE RE DENTIAL t '1! - ~ ~ / / / DEVELOPME T , i I ~ SUNSET LAKE RQAC) ~ C ` ~ WIDENING (ENTRANCE) ~ i; r ~ _ , ~ li - ~ TRACT, D1 ' ~ S ~ i 1 ~ REC SITE ~ , ~ ` i TRACT, t ~ ~ 'y ~ i , NOTES: (FROM ORIGINAL .PERMIT APPLICATION) ~ ~ ; , ~ c I TRACT J ~ ~ ~j ! ~ ti r~ , 1. PIPES WILL BE BURIED AT LEAST 1' BELOW THE INVERT OF SITE DATA ! THE EXISTING STREAM BED. TOTAL SITE ACREAGE 417.23 AC '1 ~ , ~ ~ ~ 2. SEE INDIVIDUAL SHEETS FOR DETAILS OF IMPACTED AREAS TOTAL IMPERVl01US SURFACE -107.83 AC T ~ ~ i ' ~T A T- , 3. WETLANDS HAVE BEEN FLAGGED BY BY S&EC AND SURVEYED % IMPERVIOUS 25.84 ~ ~ T-- ~ (f ~ h- / ~ .li ~ r BY WITHERS ~C RAVENEL. ~ y irk ~ ti,~%`j~ h ~ / ~ Ivy i ~ ~7- ~ . I i ~ ~ / l/- WAKE COUNTY P.LN.(S.~ / ~ ~ ~ ~ ~ ' ~ ~ I 4. ALL OTHER STORM SHALL BE DESIGNED WITHIN OR OUTSIDE OF THE TORS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0750407764 0659590061 0659684048 ..w / / - ~ ~ ~ 07505Q6300 0659582742 0659698180 5. ALL OTHER SEWER SHALL BE DESIGNED WITHIN OR OUTSIDE 0750600386 0659594355 0659799030 TRACT M ~ ~ r ~ ` -r-r ~ ~ . 7 , ~ ~r,~ i 4~ i ~ i ~l i ~ ~ i I , OHS PARK SITE ~ j ~ % ~ 1 ~ ~ ~ I ~ OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0659468907 0659584670 0659788047 / ~ ~ I 11 -C,,~ - 1 I 0659484201 0659587662 0659896136 l 1r `r..~ i SF~ I / i i i ~ i i T . i r~~ i ~ I ~ ~ / l ~ '7 J I t ~ ,t ~ r, ,r / ~ ( t ti's.-_~ 4 till / ' j ~ ~ --1 ,1' of / ~ 7~~(( \ 1 i t, i l 1 I 1 r 1 J; ~ f' \ ~ti X11 ~ v _ 1', f ~ / ~ ~ ~ l , I ~ I 1, ' ~ N ~ ` ~ i I ,r--;1~ TRACT H ~ I ~ j` 'l~,r I ~ , J ' NOTES: ( /1/1~ '~Tr-r-r-, ~ ,,J E---- PHASE III ~ '1111 ; ' ~ i , ~ I , - ' 1. ORIGINAL USACOE 404 NWP 12 AND 39 PERMIT ISSUED SEPTEMBER 7, 2006, EXPIRES 3/18/07 - AGT10N ID SAW-20Q6-40627-292. _ 1 r I f `~y ~ 1 2. ORIGINAL DWQ 401 AND NRB AUTHORIZATION APPROVED AUGUST 25, 2006 (PROJECT 06-1214). ~ {.f ~ I / 3. AMENDED 401 AND NRB AUTHORIZATION APPROVED JANUARY 31, 2007. ~ i / 1111` i , a"~ ! FF®SI S IT 4. AMENDED 404 PERMIT APPROVED VIA STATUTORY REGULATIONS ON FEBRUARY 26, 2007, Y ~ ~ SEWER Q LS w \ d fb 5. PER DWQ APPROVAL: A} TRACTS D, F, J AND THE RECREATION SITE REQUIRE FINAL WRITTEN STORMWATER MANAGEMENT g ~ , PLANS TO BE APPROVED BY DWQ BEFORE IMPACTS ARE MADE FOR SUBJECT TRACTS. a ~ S NS IRWAYS B) DIFFUSE FLOW AT NON®EROSION VELOCITIES REQUIRED AT ALL DISCHARGE POINTS ADJACENT 0 XT NSI N E NCE K ( ) TO BUFFERS. r 6. CERTIFICATE OF COMPLETION SHALL BE SUBMITTED UPON COMPLETION OF ALL IMPACTS. a N N 7. REQUIRED MITIGATION PAYMENT TO NCEEP OF $187,695.64 ON 2/8/2007. ~ p 7 d W 8. IMPACT G IN PHASE III - TRACT F SHALL BE ELIMINATED BY USING BORE AND JACK CONSTRUCTION. ~ p N 9. IMPACT M HAS BEEN ELIMINATED. IF REQUIRED IN THE FUTURE, A PERMIT APPLICATION WILL BE SUBMITTED AS NEEDED TO COMPLETE THE IMPACTS. PRIOR TO CONSTRUCTION. a r I m v 2 (n M h h N N r U a a 0 z 3 N U a a E GRAPHIC SCALE v c saa o zso sao ~ooo I I I I I 0 v .Q 1 inch =500 ft. a` No. N ReVISI®l Date B Designer Scale n 1 r DWQ RESUBMITfAL 02/22/11 JEC W&R 1" - 500° L F o Drawn By Date 9 IN U K K STATU3 u WUU Cr"EEI-' N GAS 8/18/10 i 6 UF WETLANDS AND WITHERS RAVENEL Sheet No. o Checked By Job No. STREAM°r, JEC 02040232.0 0ll Springs Wake North Carolina AM BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS Y 111 MacKenan Drive Cary, North Carolina 27511 tel: 919-469-3340 www.withersravenel.com License No. C-0832