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HomeMy WebLinkAbout20061214 Ver 3_Site Plan_20101208PROPOSED WETLAND AND BUFFER IMPACTS I STREAM WETLAND BUFFER SHEET IMPACT TEMPORARY PERMANENT NUMBER TEMPORARY PERMANENT ISOLATED - TEMPORARY _ PERMANENT ISOLATED ZONE1 ZONE2 ZONE1 ZONE2 (SF) (AC) (LF) (SF) (AC) (LF) (SF) IA C) 7(L F) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) ISF) (AC) L 21 2a 'L -? E 2 _ -?u 9- 000 2 11- ? H - _ , 4 I 11.004 100 6193 014 T 28 }Q'.10 4, 0 a 0, C - - -- - - - - ? 1 124 0 003 - d ?- - r - L L 2493 -006 L 1272L 11 28 5 07 - - -Ill 07 - T? ? E7 t 0 02 891 0.02 T - 25 ? 001 465 0,01 ` 0 I -? 04 83 M6 0.02 1249 883 0.03 0.02 1 1' - 1 Ir- Hill , - r - - - 1672 r004' ?- 11617 0.27 5605 0'1' 01 0.007 ?? 4955 011 3199 O ,u7 4 - F ??CJ6F111 5175 0:1Z 2951 007 d _ 4?4 u.ui 4uo l u.ul - 2 iS 051 376 001 - - L i_ N 17 100 u.UU2 ZU -Jul 0.03 84'3 u.U2 - 18 857 0.02 1 36 1 0.0021 ° 21 1283 1 0,03 5A I O c TOTALS 19 665 0.015 137 .2485 0.057 455 221 0.005 111 6513 0.13 16764 0.38 1250 0.03 8430 0.19 7024 0.161 34918 0.80 20193 0.48 $; NOTE 1. PIPES WILL BE BURIED AT LEAST V BELOW THE INVERT OF THE EXISTING STREAM BED. 2. SEE INDIVIDUAL SHEETS FOR DETAILS OF IMPACTED AREAS 3. WETLANDS HAVE BEEN FLAGGED BY BY S&EC AND SURVEYED BY WITHERS & RAVENEL. 4. ALL OTHER STORM SHALL BE DESIGNED WITHIN OR OUTSIDE OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 5. ALL OTHER SEWER SHALL BE DESIGNED WITHIN OR OUTSIDE OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. SITE DATA - TOTAL SITE ACREAGE ...................... 417.23 AC TOTAL IMPERVIOIUS SURFACE ........ 107.83 AC I X IMPERVIOUS ................................. 25.84 X I WAKE COUNTY P.I.N.l 0750407764 0659590061 0659684048 0750506300 0659582742 0659698180 0750600386 0659594355 0659799030 0659468907 0659584670 0659788047 GRAPHIC SCALE 800 0 400 800 1600 1 inch =800 ft. Designee S.1, o.?m By o WLp I I' - 50 WILDACRE ,LU re 0/17/05 Cheae By lob N.. 1? 1? N, &- RAVENEL WETLANDS AND STREAM BUFFER IMPACTS WITHERS V PLANNERS I SURVEYORS COVER 111 Mxtrn?. n.'.. r.., u-......,:_ ..... ............... ...... ... A\ '' '/ \ n ` I II I ( Ex TING ; I WETL\ 4 DS , l LI.M ITS-0 FILL y r l ? / l I I I I / ' // / //'PR OSED STREET, -- / I ES I 22" ?K CLASS 18 fR 1\ R- RAP C"NEU I /i ,/ /i I ? I I I I ' ,''EXLSTINC' I I ) \ -- - WETLANDS - - ? I PERMANENT IMPACTS 3 IMPACT 1: WETLANDS: 2,126 SF (0.05 AC) GRAPHIC SCALE 60 0 30 60 120 WETLAND IMPACT 1 inch =60 ft. WILDACRE SHEET A WITHERS &- R"ENEL 1? WETLAND AND STREAM IMPACTS ENGINEERS I VLANNERS 1 SURVEYORS Holly Springs Wake North Carolina 1M1 -3)Sii gel: 9i 5-d0 laa: 919d6- ww+.xiJmraae.rl.mn IMOACT i/; i \\I1 \, ?I v 1 ? I I l ,l ETLANDS: v 10" \ / \\ ?ERMANENT?IMPi4? --,OUTER 10'! \'TEMRORARI` MPACT \ 20V ZONE 2 \ euFFER l E ( 71-INO \\ l Vj ETL" S \\ \ u \\ \\ ,\\\?0\\ \? r?, \ \1 \ \ /\\?( m%p 20 E',2 \.. I FFtR 1 , r / PERMANENT IMPACTS IMPACT 2: WETLAND: 92 SF (0.002 AC) _j--___ A_ / I ER (LS OL- L=13' 010 1'3'*2.00 I rJ`a' 'I / BUFFER ZONE 1 IMPACT GRAPHIC SCALE BUFFER ZONE 2 IMPACT 80 0 40 80 J STREAM IMPACT H WETLAND IMPACT 1 inch =80 ft. L\ I I 'I I I I , r IMPACT 31 - - / I \ I I I I 1? I I 1 1 1 1 1 TEMPORARY IMPACTS IMPACT 2: BUFFER ZONE 2: 210 SF (0.005 AC) WEI-LAND: 137 SF (0.003 AC) IMPACT 3: BUFFER ZONE 1: 1290 SF (0.03 AC) BUFFER ZONE 2: 833 SF (0.02 AC) STREAM: 87 SF/0.002 AC (22 LF) WILDACRE SHEET B WlTHERB & RAVENEL WETLAND AND STREAM IMPACTS ENGINEERS I PLANNERS I SURVEYORS Irv LIMITS ?? - -- -- - - ? 4? ?v_F FILL I t / l P, SOP I o o H W / / /OSED SNCOTaPER/ /838.01. / ROW, ' o /,MODIFIED NP60T DETAIL/ 838 FlED E DWALL g 0 E E / - . o o DURING FINAL DESIGN / I 0 0 I I TES I 1_E1?L SPREADER L=13'XQ10=1 V4.80 r I I / / L=63' EXI TING CLAASSSBI0 1 W E N DS RIP RAP EL - Y ? ? ( K TO BANK) I I I I I ? I PERMANENT IMPACTS IMPACT 4: BUFFER ZONE 1: 4222 SF (0.10 AC) BUFFER ZONE 2: 3094 SF (0.07 AC) STREAM: 400 SF/0.009 AC (100 LF) WETLAND: 6193 SF (0.14 AC) GRAPHIC SCALE ® BUFFER ZONE 1 IMPACT ffa STREAM IMPACT 40 0 20 40 BUFFER ZONE 2 IMPACT RE WETLAND IMPACT 1 inch =40 ft. WILDACRE SHEET C WITHERS CSC" RAVENEL WETLAND AND STREAM IMPACTS ENGINEERS I PLANNERS I SURVEYORS Holl 5 Yin s Wake Norlh Carolina L 11 lit ,,. G 336G.1-27511 11119-4613340 rN.eir.40reaoe .,mn-m LEVEL SPREADJR L= 1 3'XQ 1 0= 1 1*5.38 I -?- l-1 L=70' - _ - -T - \ I I 1 - I \ f \ \ I 1 20' ZONE 2 y BUFFER ? I \ ?.. , I I , \ 30' Z NE - - -----J /, BUFFE , / p - - - - ??- - - - - - .... EXISTO §7" -- ' --- _? % ' - N?--' 30' ZONE 1 / y = BUFFER / \ y '? •• 20' ZONE 2 _ \ BUFFER- WETLAND IMPACT I ? , INNER 10': I I PERMANENT IMPACT ?' I I\ i I WETLAND OUTER 10': TEMPORARY IMPACT ` r ? 11 \ PERMANENT IMPACTS TEMPORARY IMPACTS IMPACT 5: IMPACT 5: WETLAND: 124 SF (0.003 AC) BUFFER ZONE 1: 1333 SF (0.03 AC) BUFFER ZONE 2: 924 SF (0.02 AC) STREAM: 88 SF/0.002 AC (22 LF) ® BUFFER ZONE 1 IMPACT WETLAND: 226 SF (0.005 AC) BUFFER ZONE 2 IMPACT GRAPHIC SCALE 77- STREAM IMPACT 40 o zo 40 80 WETLAND IMPACT 1 inch =40 ft. WILDACRE SHEET D WITHERS RAVENEL Holl S rin Wake Norlh Carolina WETLAND AND STREAM IMPACTS ENGINEERS I PLANNERS I SURVEYORS mavKeiun D- c --2111. -3340 -919JevE0pA .,.,..mu?.. g ?„ I 1 / I _ /1\III`\/ II I /I /1 I \ 1 I I / 1 / \ I I \ y Q? ? I ? 11 I _ - II J /' /' I I I / ` \\ 11 \I i I I I ?I 1 < / ? II 11 I \ ? I I 1 ' ? 1 \ 11- r r ? ? I' - I ? ??, 1 I \I \I ?\ 1 1 1 1 1 1 ,' I? I 1 1 I,, 1,1 11; III/L- 1,11 I I I . I I ,/ _ I I I , I I I I / , ? , \ ,i , \ , r I \ \ I ` 1 1 ? , I I / / I \ ? \ / II I , I I \ I fl I I, I , I \ \ T?/ 'rF 1 J LIMIT OF RIP-RAP FOR \ I. " ?BRIDGE CROSSING-) b ! BRIDGE-'/" - --- ORO> SINd "i E? I?TINC _- _ a ' I \ ! , Z W s O m'\ m D \1 3'XQ 1 0= =1,50 -- I 1 1 l I I / / , ,? I 1 I / I \ \ \ \ \ I / \ PERMANENT IMPACTS IMPACT 6: BUFFER ZONE 1: 4272 SF (0.10 AC) BUFFER ZONE 2: 2835 SF (0.07 AC) WETLAND: 2493 SF (0.06 AC) \ GRAPHIC SCALE 40 I 0 80 ® BUFFER ZONE 1 IMPACT 80 BUFFER ZONE 2 IMPACT M WETLAND IMPACT 1 inch =80 ft. WILDACRE SHEET E WITHERS &- RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS +nu s rln Wake NonhCarolina WETLAND AND STREAM IMPACTS 1o1-liilu27311 el:-.-3340 I :03935va009 .-- 12/21/06 LATE D,. d I J CHANNEL UkArT r OF R BY MaR& i F ass ? ,car : ?:' ?'. I I_-i3'xoi b-1S*12.7 E (K TO ff ii L-1` _NO' N?JURiS`DICTIQNA , - U.F F RF B_ _ _ D cHal? , / I , V -DERMANENT IMPACTS E I IMPACT 7: BUFFER ZONE 1: 4886 SF (0,1 1 AC) BUFFER ZONE 20 3034 SF (0.07 AC) NON--JURISDITIONAL/BUFFERED CHANNEL: 216 SF/0.00 a AC (109 LF) ED BUFFER ZONE If IMPACT - ? ISOLaT CHANNEL ` BUFFER ZONE 2 IMPACT NON -JURISDICTIONAL STREAM IMPACT ? .. ?. BUFFERED CHANNEL. - - . ....... WITHERS RAVENEL I?!_I 1't ` EFf 9 VN EER3 1 P, A IKAR suR vEv c RS N \ \\ ` --_� WETLAN17 \ \ -- / , 1 20' TOyS \/ � ° ° SS 13 11 o o wR WETLANDS: ° ° ° ° \ INNER 10': PERMANENT IMPAC/ ° T ! OUTER-10": TEM i RAY IMPA , \ Z-- .PERMANENT IMPACT TEMPORARY IMPACT IMPACT 8: IMPACT 8 WETLANDS: 891 SF (0.02 AC) WETLANDS: 891 SF (0.02 AC) GRAPHIC SCALE 40 0 20 40 80 WETLAND IMPACT 1 inch =40 ft. WILDACRE SHEET G WITHERS &- RAVENEL ENGINEERS PLANNERS 1 SURVEYORS Hou I Springs s Wake North Carolina WETLAND AND STREAM IMPACTS No RS , PLANNERS o ,. C REMOVED IMPACT !J r 1 2/21/06. E XIS E ING WETLA' DS cn E, I WETLAND M A.'! CE 3 INN EL R 10': ? ERMAE'EN ?v`PA.C i CD vo rill II f C. J ( COCA T IL)N S !',APAC T 1 C 1 ` ; + HE SAME) \UNCHANG D) IMPACT 20 1 (NEW) F` ?, L_ ,y?6ahF, 0UF FCR IV, PA FS?? INNE=R 10: PEW.IDMANEN-_ IMPAC_F OUTER 10': TIEMPORARY IMPACT _ 4 ' PERMANENT MP?iJ'? _ EMPOPA,RY IMPACTS J tfMPACT 10 ltJ_NCI-ANGED? WETLAND: '1249 SF (0.03 AC) IM.A'C" ?QNNF?!?l?i: BUFFER ZONES 1- 221 SF (0.010 AC) BUFmFE R ZONES 2: 218 SF (0.005 AC) IMPACT 10 ,,QNC I--1ANGE D): WETLAND: 2504 E (0.06 AC) IMPACT 20 ( NEW? BUFFER ZONE 1: 2241 SE= (0.010 AC) BU1 F ER LONE 2. 217 S'r (0.005 A,, N II \\ I N / j p N I I\ \I 1 I INVm ?? I // ?? / \\ am \ I I / \ I I I I ?? / ? _ \ J ? r \ EXISTING WETLANDS - ?\ s 8 / to WEIIAN D IMPACT INNER 10': ,'PERMANENT IMPACT /I ? OUTER 10': TEMPORARY IMPACT PERMANENT IMPACTS IMPACT 11: WETLAND: 883 SF (0.02 AC) ® BUFFER ZONE 1 IMPACT BUFFER ZONE 2 IMPACT STREAM IMPACT 0 o WETLAND IMPACT WILDACRE SHEET J WITHERS &c RAVENEL WETLAND AND STREAM IMPACTS ENGINEERS 1 PLANNERS I suaveroas L...". Wake North Carolina x,,,n o,?rw nsn ? rsoao n.reweuvewe ?-i.- r I I TEMPORARY IMPACTS IMPACT 11: BUFFER ZONE 1: 1549 SF (0.04 AC BUFFER ZONE 2: 1162 (0.03 AC) STREAM: 137 SF/0.003 AC (27 LF) WETLAND: 883 SF (0.02 AC) GRAPHIC SCALE 40 0 20 40 80 1 inch =40 ft. II,' / =13'M10=' L=5,9. / N NGGGIIIIII? '? II N? ?? II I? ? 11 ` 11 ? 1 / II / b C" z 7' ? I I N m ? \ I I 1 1 1 / I I / / / I I I I/ 1 I l l?lTp /I \ I // / II \ I I // l ? Tp /? ? I I \ I 1/ I I I I BHT\? / I / i g \ -j 22' CKl CLASS B R RIP-RAP C NEL Y/ (BANK TOr K) /A I / I PERMANENT IMPACTS IMPACT 1-2: BUFFER ZONE 1: 11617 SF (0.27 AC) BUFFER ZONE 2: 5605 SF (0.13 AC) STREAM: 1784 SF/0.041 AC (255 LF) WETLAND: 1872 SF (0.04 AC) GRAPHIC SCALE ® BUFFER ZONE 1 IMPACT STREAM IMPACT 40 0 20 40 BUFFER ZONE 2 IMPACT ° o WETLAND IMPACT 1 inch =40 ft. WILDACRE SHEET K WITHERS & RAVENEL Holly Srin Wake North Carolina WETLAND AND STREAM IMPACTS ENGINEERS I PLANNERS I SURVEYORS .w o;K sin roix:vsi i.nms.rssaw be 919.IdWB .«w..whnma.Rm 2 ?G VC i I 2/21/06 r r i i z g / FL§ / / - - _ - PRO, SED QTR / (40? -ROW) Fits 00 /I II I I // , / ?' ? v ? off' I \ PERMANENT IMPACTS M PACT 14: BUFFER ZONE 1: 5175 SF (0.12 AC) BUFFER ZONE 2: 2951 SF (0.07 AC) ISOLATED STREAM: 221 SF/0.005 AC (111 LF) ISOLATED WETLANDS: 1250 SF (0.03 AC) GRAPHIC SCALE 40 0 20 40 ® BUFFER ZONE 1 IMPACT ISOLATED CHANNEL IMPACT 1 inch =40 ft. BUFFER ZONE 2 IMPACT ° o WETLAND IMPACT WILDACRE SHEET M WITHERS &- RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS Hull Springs Wake North Carolina WETLAND AND STREAM IMPACTS M. GI N G;, 91 R I 9A6? ,? \I ..nn EXISTING - - - \ \ /, I I .MANHOLE, I I 1 I ?I I \ _ ', ??\. _, III r ?\ 120' ZONE\ BUFFER - 30' ZONE 1 / -- \ \ \ \ \ _ _ _ 1 ,' i3UFFER - -- - BUO ' . \ \ \ II \\ 1; \ \ I' li ?i ?i l 'ZONE 1 i / EXISTING / \ \,, MANHO / \,\\- Tom - l \ \I1 1 \ \ ?\\\ \\I\ \\\,I III ? \ EXISTING \ MANHOLE 1 I I I I I l l,, , ?i // TEMPORARY IMPACTS EXISTING WETLANDS \'I J GRAPHIC SCALE 80 0 40 80 1 inch =80 ft. I M PACT 15: BUFFER ZONE 1: 424 SF (0.01 AC) BUFFER ZONE 2: 406 SF (0.01 AC) ® BUFFER ZONE 1 IMPACT BUFFER ZONE 2 IMPACT WILDACRE I SHEET N North Carolina l I I WETLAND AND STREAM IMPACTS WITHERS & RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS \ f1 V \ \ 2 0i/// 11! \ \ EXISTING' WETLANDS e?p,\ \ ?\ i \\ .A 1 I 1 i GVETLANDS`?1 / \ \ 'J INNER 10': \ \ \ PERMANENT IMPACT OUTER 10': EMPORARY IMPACT \ I = S SSWR ESM= 1 I 1 EXISTING EXISTING ` - - - - - _ WETLANDS MANHOLE \ I PERMANENT IMPACTS TEMPORARY IMPACTS M PACT 16: IMPACT 16: WETLAND: 376 SF (0.009 AC) WETLAND: 373 SF (0.009 AC) GRAPHIC SCALE 40 0 20 40 ° ° WETLAND IMPACT 1 inch =40 ft. WILDACRE SHEET O WITHERS & R"E:NEL ENGINEERS I PLANNERS 1 SURVEYORS Hou Springs wake North Carolina WETLAND AND STREAM IMPACTS 1 27511 1,.99.169, 3340 . V.i /` L/>1/0 1 r f 4 G "REP NWAY TO &OSS OVER WPAOT '17 -. ` THE 1 TE. €'tJ AMY z?PE:Rl ANE i 20' TCJHS SSy"R 1 c7 wK /1 5 C7 Zp ? SFU 6 lad PAC, 7 i a8 i c?^• ` T ?-?Ai?Y Mf'AC IMA; E'? I PAC _............... __ PACT 17: € IPACI- "17: DUFFFR ZON = 1: Q5 SF (0,0i AC) BUF-H-R ZONE 'I W641-5 S?? (0.01 AC) Dt IF> ER `.ONE 2: /1-29 SF (0.01 AC} !3LJF ??E:R ZONE ?: ?r?1? SF (O.J i A.C) STREAM: 'Cry SF/0.002 AC (20 LF 3U1= FE R ZONE 2: 857 SF (0.020 AC) s BUFF EF' L01(= 1 IMl I,AC r3UF F ER ZONE 2 IMPACT S-f"REAV, IMPAC i ...... _.w........................ _.... L . . . . ............... . . ........... . .......... ..... ... . ..................... . ............ .. . . ...................... .... j , I? I / 11 1 1 I ( / // 1 I I I ,? I \ 1 ? \I II I \ I I i /? I I I I I / /j ? I /1 ? ? I I I l / A / I I I / I l l rl I I I/I /J ?/ l I I l I I eo' Iow L=13'*Q10=13'*9.1 L=118' \ '/ l ?/ ? I 1 I ?? C? l I / ?I ?? 1 1 i I ? I /-- TEMPORARY IMPACTS IMPACT 19: BUFFER ZONE 1: 1283 SF (0.03 AC) BUFFER ZONE 2: 841 SF (0.02 AC) STREAM: 86 SF/0.002 AC (21 LF) GRAPHIC SCALE 40 0 20 40 ® BUFFER ZONE 1 IMPACT BUFFER ZONE 2 IMPACT Vwj STREAM IMPACT 1 inch =40 ft. WILDACRE SHEET Q WITHERS & RAVENEL WETLAND AND STREAM IMPACTS ENGINEERS I PLANNERS I SURVEYORS Holly Springs Wake North Carolina wa.N oa..v Honn orw zvsu .i,. si a i:.aiusszmm ?.;o,.,.Ma.? WoodCreek Construction/Approval Status Summary STREAM WETLAND BUFFER STATUS Section Phase CD's Approved Construction DWQSWMP STATUS SHEET IMPACT TEMPORARY PERMANENT NUMBER TEMPORARY PERMANENT ISOLATED TEMPORARY PERMANENT ISOLATED ZONE1 ZONE2 ZONE1 ZONE2 Status Requirements (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) (SF) (AC) TractA YES 75%Complete Diffuse Flow COMPLEI COMPLETE A 1 - - - - - - - - - - - 2126 0.05 - - - - - - - - - - Tract B 1 YES Pending Diffuse Flow COMPLET COMPLETE B 2 - - - - - - - - - 137 0.003 92 0.002 - - - - 210 0.005 - - - - 2 YES Pending Diffuse Flow COMPLET COMPLETE 3 87 0.002 22 - - - - - 1290 0.03 833 0.02 - - - - 3 YES Pending Diffuse Flow 60% COMPL 60% COMPLETE C 4 - - - 400 0.009 100 - - - - - 6193 0.14 - - - - - - 4222 0.10 3094 0.07 4 YES Pending Diffuse Flow COMPLEI COMPLETE D 5 88 0.002 22 - - - - - - 226 0.01 124 0.003 - - 1333 0.03 924 0.02 - - - - 5 YES Pending Diffuse Flow COMPLEI COMPLETE E 6 - - - - - - - - - - - 2493 0.06 - - - - - - 4272 0.10 2835 0.07 TractC YES Pending Diffuse Flow F 7 - - - - - - - - - - - - - - - - - - - TractD-1 Not Submitted Future SWMPRequired PENDING PENDING G 8 - - - - - - - - - 891 0.02 891 0.02 - - - - - - - - - - TractD-2 Not Submitted Future SWMPRequired ELIMINATE ELIMINATED H 9 - - - - - - - - - - - - Tract E 1 YES Complete Diffuse Flow COMPLEI COMPLETE I 10 - - - - - - - - - 2504 0.06 1249 0.03 - - - - - - - - - - 2A YES Underway Diffuse Flow - - - - - - - - - - - - - - - 2B YES Pending Diffuse Flow COMPLET COMPLETE J 11 137 0.003 27 - - - - - - 883 0.02 883 0.02 - - 1549 0.04 1162 0.03 - - - - 2C YES Pending Diffuse Flow COMPLEI COMPLETE K 12 - - - 1784 0.041 255 - - - - - 1872 0.04 - - - - - - 11617 0.27 5605 0.13 3 Not Submitted Future Diffuse Flow L 13 - - - - - - - - - - - - - - - - PENDING M 14 - - - - - - 221 0.005 111 - - - - 1250 0.03 - - - - 5175 0.12 2951 0.07 _ _ - Tract F 1 YES Underway SWMP Approved PENDING N T O D ~ i i COMPLEI COMPLETE N 15 - - - - - - - - - - - - - - - 424 0.01 406 0.01 - - - - I i i i 2 YES Pending SWMP Approved WID NI ( I I ~ I ~ ~ COMPLEI COMPLETE 0 16 - - - - - - - - - 373 0.01 376 0.01 - - - - - - - - - - ~ I I 3 YES Pending SWMP Approved ~ ~ ~ ii P 17 100 0.002 20 - - - - - - - - - - - - I i i Tract G 1-Section 1 YES Accepted Diffuse Flow REVISED 18 - - - - - - - - - - - - - - - - - 857 0.02 - - - - ~ ~1~ j ~ ~ 1-Section 2 YES Com lete Diffuse Flow REVISEC ~ ~ i. I, I i i p ~ i i COMPLEI COMPLETE Q 19 86 0.002 21 - - - - - - - - - - - - 1283 0.03 841 0.02 - - - - ~ I i i 2 Not Submitted Future Diffuse Flow - ~ ;k~ i ;~I ~ TOTALS I ~ ~ ~ ~ ~ i i 3 Not Submitted Future Diffuse Flow TOTALS TOTALS 20 498 0.011 112 2510 0.058 464 221 0.005 111 5014 0.12 16299 0.37 1250 0.03 6695 0.15 5880 0.135 35688 0.82 21079 0.48 i v ~ ~ ii ~ • ~ _ I i Tract H 1 YES Complete Diffuse Flow ~ , 1~RAC~ A~ ~ I~ ~ ~ •L' ~ j ~ 2 In Review Pending Diffuse Flow ORIGINAL PE ORIGINAL PERMIT 19 665 0.015 137 2485 0.057 455 221 0.005 111 5513 0.13 16764 0.380 1250 0.03 8430 0.19 7024 0.181 34918 0.80 20793 0.48 ' -'1 • - 3 Not Submitted Future Diffuse Flow ,~i , ~ I ~ - --.I ~ i - A i i Tract) Not Submitted Future SWMPRequired DIFFERENCE ~ ~ - t _ DIFFERENCE -167 -0.004 -25 25 0 9 0 0 0 -499 -0.01 -465 -0.01 0 0.00 -1735 -0.04 -1144 -0.046 770 0.02 286 0.00 I ~ I rtaf~' -i Tract K1 Not Submitted No Develo ment No Develo ment p p I Tract K2 Not Submitted No Development No Development L • --i - - - ~ I ` n ' ~ B ~ I~ i Tract N YES Accepted N/A I ~ ~ I ~ / i I ~ ( ~ I Offsite Sewer YES Accepted N/A ~ / ~ --I ;I TR_A_ Sunset Fairways Ext. 1 YES Accepted Diffuse Flow j iiii i Sunset Fairways Ext. 2 YES Pending Diffuse Flow ~ _ ! ~ l ~ - Lockley Drive Ext. YES Accepted Diffuse Flow / RA ~ - ' i _ _ - I ~ / . ~5 ACT K ~ Recreation Center YES Complete SWMP Approved ~I ! ~ ~ / AREA R SE ED - T, ~ ~ BY OWN R R II~~ ~ ~ - FUTURE ~ ~ : 1.. ~ / / DEVELO MET ~ , L ~ ~ ~ . ~ SUNSET LAKE ROAD ~ ~ ! WIDENING (ENTRANCE) I P~' ~ ~ ~ ~ ~ I ~ < ~ ~ '-7 , 1 ~ `''t r' ~ ~ i TRA T D 1 , - , ,I_ , _ ~ S ~ \ I r ~ 1 REC SITE ~ ~ , II I ~ t' r I ~ \ 1 \ ~ "1 I I mot, ~ ~ TRA`'.. ~ ~ o _ ~ ~ CT { / ti ~ B ,i ~ ~ , ~ ~ ~ I , l,-L fig. ~ ~ M , -I A ~ P E ~ _ I~ I ~ - TRA T NOTES: (FROM ORIGINAL PERMIT APPLICATION) I i ~ •r' ~ ~ , ~ ~ , ~ ~ ~ I / ; ; ~ = ~ 1 , Fc• i ~ ~ ~ ! ~ TRACT J SITE DATA / i - ~ 1 , A., / 1. PIPES WILL BE BURIED AT LEAST 1' BELOW THE INVERT OF V ~ 1 ~ ~ I ~ Ij , THE EXISTING STREAM BED. TOTAL SITE ACREAGE 417.23 AC T C I~ _ i i - - 1.. Y i 1~~ `~..loc F ~ ~ ~ f. ~ ~ _ K Y a;r ~ keT~ _ , ~ ~ ~ - ~ ~ ~ - 2. SEE INDIVIDUAL SHEETS FOR DETAILS OF IMPACTED AREAS TOTAL IMPERVIOIUS SURFACE 107.83 AC T - i ' - ~ A T - ~ ~ / T ~ ~ , ~ A ~ 1. r I ~ ; 3. WETLANDS HAVE BEEN FLAGGED BY BY S&EC AND SURVEYED % IMPERVIOUS 25.84 i , l i . , ~ ~ - ~ A ~ I ~ ~ - I r- / ~ - i ~ ~ I ~ , z / T~ ~ ~ / ~ ~ \ - l l ~ I ~ j , BY WITHERS & RAVENEL. WAKE COUNTY P.I.N.(S) 4. ALL OTHER STORM SHALL BE DESIGNED WITHIN OR OUTSIDE D i ~ A~ 'G ~ ; i ~ I i ~ ~ OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0750407764 0659590061 0659684048 ti .m,, , i i 1, i i ~ ~r ~ ~ ~ ~ ~ ~ HIE I i i ~ I 0750506300 0659582742 0659698180 I ~ i i ~ i i ~ ~P~d l r --L..L.. Q 5. ALL OTHER SEWER SHALL BE DESIGNED WITHIN OR OUTSIDE 0750600386 0659594355 0659799030 I ~ r' li TRACT M u ~ J i , / ~ ~ ~ I OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0659468907 0659584670 0659788047 0659484201 0659587662 0659896136 OHS PARK SITE ~ % ~ ~ I ' ~ L ' ~ I y ~i~ il~~i - „ ~ ~ ~ ~ I T~ ~~TI ~ 1' ~ ~ P~ ~ r r I I_ 8 S I ~-YAS~~ i i ~ ~ - ~ - 1 ~ ~ i ~ ~ ~ >L - - . f~,. ~ ~ 7 ~ - _ ~ ~ ~ I 1 ~ 7~ i i l ~ _ I t r ~ - ~ 1 \ w ~T ~ ~ r C ~ ~1 ~i - TRA T H f ~ ~ - C ~ i- - ~ z i ~ ~4~_.4 ~ ~ i'-- PHASE III NOTES: (8/18/10) g 1 l % ~ 7 r7 r i~-. ~ I ~ % I , v ~ ~ ~ ~ ~ ~ J _ t 1. ORIGINAL USACOE 404 NWP 12 AND 39 PERMIT ISSUED SEPTEMBER 7, 2006, EXPIRES 3/18/07 -ACTION ID SAW-2006-40627-292. I~~~} 2. ORIGINAL DWQ 401 AND NRB AUTHORIZATION APPROVED AUGUST 25, 2006 (PROJECT 06-1214). - b ' ? _ a _ i ' ,y N S. I i ~ ~ ~ - 0 I / 3. AMENDED 401 AND NRB AUTHORIZATION APPROVED JANUARY 31, 2007. . 4 X11 V 4. AMENDED 404 PERMIT APPROVED VIA STATUTORY REGULATIONS ON FEBRUARY 26, 2007. SEWER 0 LS _ , \ f ~,1 5. PER DWQ APPROVAL: A) TRACTS D, F, J AND THE RECREATION SITE REQUIRE FINAL WRITTEN STORMWATER MANAGEMENT E S. PLANS TO BE APPROVED BY DWQ BEFORE IMPACTS ARE MADE FOR SUBJECT TRACTS. B) DIFFUSE FLOW AT NON-EROSION VELOCITIES REQUIRED AT ALL DISCHARGE POINTS ADJACENT u y o S NS IRWAYS TO BUFFERS. o XT NSI N (E NCE) , 4 f 7o K 9of9 3 6. CERTIFICATE OF COMPLETION SHALL BE SUBMITTED UPON COMPLETION OF ALL IMPACTS. H / P U 7. REQUIRED MITIGATION PAYMENT TO NCEEP OF $187,695.64 PAID ON 2/8/2007. N H 2 N .M.. N Q H N N U Q a E o ~1 / z 5 a 0 E u 0 a E 0 u m 0 v 0 v a •E GRAPHIC SCALE 500 0 250 500 1000 `m a v c 0 ~ ~..~I, _ inn Fr 3 3 N No. Revision Date B Designer Scale N W&R 1" = 5D0' Drawn By Date WOODCREEK STATUS OF' 0 OF WETLANDS AND WITHERS RAVEN EL Sheet No. N GAS 11/30/10 o Checked By Job No. STREAM B t ~M BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS o JEC 02040232.0 Holly Springs Wake North Carolina Y 11 11 111 MacKenan Drive Cary, North Carolina 27511 tel: 919469-3340 www.withersravenel.com License No. C-0832 ~ ~ ~ i ' ' ~ i ~ ~ ~ ~ ~ I 1 l ~ ~ ~ ~ ~ 1 1 ~ ~ I ~ 1 ~ I ~ 1 ~ 1 ~ 1 1 ~ 1 1 ~ ~ ~ ~ 1 1 1 1 _ ~ ~ ~ _ - ~ . ~ i ~ ~ i / i ~ i / ~ i ~ i ~ i , I ~ ~ i ~ / I _ ~ 1 i i i i ~ / / i ~ i i i .1. i ~ ~ i ~ i i ~ ~ ~ \ ~ i i ~ ~ ~ ~ i i \ ~ ~ \ / ~ ~ \ i ~ ~ ~ ~ \ ~ ~ ~ \ i A ~ i \ / \ ~ i / \ i ~ ~ i I ~ / \ ~ / ~ ~ ~ _I , ~ \ ~ ~ ~ i ~ ~ ~ i ~ ~ - / ~ _ ~I I v ~ ~ ~ ~ / I ~ ~ / ~ . ~ I _ ~ ~ / ~J / / ~ / J ~ ~ / - . ~ ~ I ~ ~ ~ ~ r ~ ~ ' V ~ ~ ~ ~ 1 ~ ~ ~ ~ l ~ ~ ~ ~ ~ ~ ~ I _ -t i ~ 1 ~ I r~..i i ~ ~ ~ ~ ~ ~J ~ / ~ \ \ I ~ ~ / ;A, \ i / ~ ~ ~ ~ / ~ / ~ _ ~ / \ ~ i~ i ~ J ~ \ \ - - ~ / i o 1 \ ~ o o \ 0 0 0 ~ / o 0 0 0 0 0 0 0 \ / / \ 0 0 0 \ / / \ o 0 0 / \ ~ \ ~ FES ~ ~ ~ 0 0 0 ~ / I I ~ v v I I I ~ \ \ I I l I I: \ I I ~ I. ~ o~ ~ v ~ , I i v v ~ ~ ~ I ~ ~ ~ ~ 1 \ ~ ~ \ ~ \ ~ ~ ~ ~ ~ i ~ i i ~ ~ I ~ ~ ~ ~ ~ \ ~ \ s ~ ~ I ~ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ I ~ ° ~ o I ~ ~ ~ ~ • / ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ > e ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ i ~ ° ~ \ \ ~ ~ ~ ~ ~ /i. ~ ~ ,FES. / ~ J~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ \ ~ %;;/'q ~ ~ ~ "i ~ FES ~ ~ ~ / ~ _ / ~ i \ ~ ~ / \ / ~ / ~ ~ \ \ ~ ~ ~ ~ ~ ~ / \ ~ i ~ \ / i \ ~ ~ ~ i ~ ~ / ~ ~ ~ ~ ~ ~I ~ i , ~ ~ i ~ ~ ~ ~ ~ ~ i i ~ ~i ~ i i ~ ~ ~ ~ , ~ i i ~ i i i / I i i ~ ~ ~ ~ i i / ~ \ ~ ~ ~ ~ ~ / / ~ ~ \ ~ ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ i / i i ~ ~ ~ ~ ~ ~ ~ \ ~ , ~ ';,boo i i i ~ , ~ i ~ ~ I i / i ~ / ~ ~ ~ ~ ~ I ~ i i ~ ~ ~ ~ i i i ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ / ~ i i ~ ~ ~ ~ ~ ~ ~ ~ ~ ` / \ \ ~ I i ~ ~ ~ ~ ~ ~ ~ ~ . I ~ ~ ~ i ~ ~ ~ ~ ~ \ ~ ~ I i ~ ~ i ~ ~ ~y I ~ \ ~ i ~ ~ \ i ~ ~ / ~ ~ J ~ ~ ~ ~ I ~ i ~ ~ / i ~ ~ ~ / \ ~ \ ~ ~ i~ / ~ ~ ~ \ ~ ~ \ i~ / / ~ ~ I i ~ \ ~ ~ i 1 / ~ / / STA: 21 59 STA: 1+ ~ ~ I ~ ~ / ~ ~ ET: .88 : 29 8 R T :20+85 ~ / / ~ ~ ~ / ~ ~ ~ / T: 29.88 R , ~ ~ ~ i ~ ~ I ~ ~ ~ ~ ~ ~ ~ \ \ HW / ~ i~ ~ ~ ~ TT 817 ~ ~ \ / ~ ~ - - ~ ~ ~ _ / ~ < ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / \ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ / ~ - - - - o ~ ~o , , ~ ~ ~ ~ ~ ~ ` ~ ~ ~ . ~ - - , ~ ~ HW i _ _ ~ - ~ / ~ ~ ~ \ ~ - - \ ~ ~ TT 8 0 ~ ~ ~ ~ / \ \ \ ~ i ~ ~ ~ 21.+4T.'S 1 \ ~ ~ ~ ,e~.~ . 29.88 L , ~ ~ I / ~ ~ ~ / ~ / ~ / ~ C ~ \ ~ A r, ~ r ~ ~ ~ i' i ~ / / ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ ~ e ~ ~ ~ ~ ~ ~ v / ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ i \ 1 ~ i i - ~ i i i, ~ ~ ~ ` I I~\ \ \ \ \ ~~Q \ \ \ \ I~ I ~ \ ' i I ~I I 4 OA \ \ ~ \ ~ 4 \ \ ~ ~ \ \ ~ \ ~ 0 ~ ~ G \ 1\\\ ~ ~ 11 \a \ ~ ~ ~ 1\ \ ~ ~ ~ \ ~ ~ c ~ ~ ~ ~ ~ ~ \ ~ PHASE ~~/I ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ • ~ ~ - ~ ~ ~ ` ~ ~ - ~ \ ~ / ~ ~ ~ - / ~ ~ ~ ~ ~ / ~ ~ 1 - I i ~ - - ' h ~ ~ . ~ 1, - ~ , ~ _ \ ~ ~ ~ ~ \ \ \ ~ ~ \ I ~i ~ ~ ~ 1 ~ i ~ i, ~ ~ d ~ ~ ~ ~ \ ~ ~ ~ ~ ~ \ ~ \ i i ~ ~~~1~ 1 \ , ~ ~ ~ ~ \ \ ~ ~ ~ \ ~ ~ ~ ~ \ ~ 1 ~A ~ a~1 ~ ~ ~ ~ / \ \ ~ ~ ~ ~ \ ' ~ ~ ~ ~ ' ~ ~ ~ ~ ~ H~ ~ ~ i ~ ~ ~ i , \ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ i I ~ \ \ ~ ~ ~ ~ ~ / ~ ~ y ~ ~ i iii ~ i i ~i i i ~ ~ i Yi ~ ~ - __~'I Ir III - - - - - ~I \ ~i of H r 1 ~ I~ ~ 8 ~-f ~ 9 _ I ' ~ ~ ~1 ~ / , ` \ ~ 1 I I ~ I ~ ~ ~ / \ I ~ ~ r ~ 1 ~ ~ ~ ~ / ~ I \ / ~ I ~ I l~ / ~ V~ 1 _ / ~ I ~ ~ ~ ~ I 1 - / ~ ~ ~ I ~ ~ - I / ~ ~ / / ~ ~ / ~ ~ ~ ~ ~ l 1~~~~ y j ~ ~ j' 1 \ ~ i~~ l , ~ ~ ~ ~ ~ I - / ~ ~ ~ ~ ~ \ ~ I j ~ ~ \ ~ \ ~ \ ~ ~ I I \ ~ ~ \ ~ ~ ~ ~ \ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ I ~ ~ I I ~ ~ \ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ \ ~ \ l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ \ I ~ ~ ~ ~ - I ~ \ ~ ~ ~ 1 ~ ~ ~ 1 ~ ~ - - - ~ \ ~ ~ - - - - ~ - T R~CT F „ ~ _ - - ~ _ ~ / ~ - / - - ~ \ ~ I ~ _ ~ / I ~ ~ ~ l ~ ~ l I ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ ~ f ~ ~ ~ ~ \ ~ ~ l ~ ~ ~ , \ / ~ / ~ \ ~ ~ \ ~ ~ ~ ~ ~ l ~ ~ i \ \ ~ , i r \ \ ~ \ \ ~ ~ ~ ~ ~ ~ ~ i i i ~ ~ ~ ~ ~ ~ \ \ / ~ i ~ \ / / ~ i , ~ ~ ~ ~ ~ \ ~ ~ J ~ / ~ ~ n / ~ ~ ~ ~ \ ~ - ~ / ~ ~ ~ ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ / / ~ ~ ~ ~ i~ / ~ / ~ ~ ~ ~ ~ / ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~ / / ~ \ ~ ~ ~ ~ ~ ~ ~ / ~ v ~ I r / . ~ ~ ~ ~ ~ \ \ ~ 1 ~ i i ~ ~ ~ ~ i i ~ ~ ~ ~ \ ~ \ I ~ ~ iii ~ ~ - - ~ \ - 0 0 ~ o o 0 0 / ~ I ~ j~ I ~ I \ 0 0 o I ~ ~__i,~ 0 0 ~ ~ I \ 00 0 ~ ~ -___L - j ~ ~ ~ ~ _ \ ~ o o 0 00 ~ ~ 00 ~ o~ o0 - ~ o 0 0 \ \ - - - - ~ - - _ I - - ~ ~ a- ~ - - J_ - - - _ ~ - - - - - - - - _ ~ ~ / i ~ i ~ I ~~I i i ~ i \ //i I ~ ~ . I \ = v I I I~~ ~ ~ i I ~ / ~ / ~ I / / / I / / I / I / ~ ~ I ~ / I / \ ~ / I / \ ~ ~ I I i ~ i I C I ~ \ I I ~ ~ , ~ I I I ~ ~ ~ iNi~'~~ I I \ \ ~ ~~Ni \ ~ I I \ I \ I \ I \ I \ ~ ~ I I I ~ ~ ~ - I I \ \ \ \ \ ~ I \ ~ \ \ ~ I ~ _ _ I ~ ~ -------r \ ~ ~ I I I I ~ ~ ~ ~ ~ . ~ \ I ~ ~ ~ ~ I ~ ~ . 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, 4 : ' ~ /i / I / ~ ~ i ~ / / ji / ~ , ~ i . ~ ~ ~ ~ , i~ . i ' ~ ~ ~ i i' i PHIS E,-~~~~y-' - _ _J i i. ~ - ~ i , i ~ , i i i ; ? ~ ~ i6,,11 l ~ - - ~ _ _ ~I i i' / I I , ~ I I~ I ~ I ~ -I ~ J~ ~ ~ - ~ -I ~ ~I ~ ~ 1 - ~~I - ~ \ ~ ~ ~ ~ 1 ~ ~ i ~ ) ~ \ ~ ~ ~ ~ ~ ~ ~ r ~ ~ / i ~ ~ \ I ~ ~ , ~ • - \ ~ l ~ ~ i 1. ~ 1 l ~ - - - I I ~ ~I~ ~ ~ / / ~ ~ ~ j 1 1 I ~ \ ~ ~ ~ ~ j I 1 ~ i ~ ' ~ ~ ~ i ~ 'E I~ ~ i~'~ ~ i ' ~ / / - - ~ ~I l ~ y C \ , \ / ~ i~l/ it % ~ ~ / / ~ ~ / ~ ~ ~ ~ l!~ - / ~ ' i ~ ~ ~ ~ ~i ~ i ~ ~ ~m i \ i i -T-------7------------- ~ ~ i ~ ~ i i i ~ ~ ~ ~ / / ~ \ ~ ~ / / / j~ ~ \ ~ / ~ ~ / ~ ~ ~ / / ~ / / / T~ i~ ~ eon \ / / \ ~ / / e~~ ~ ~ \ ~ ~ ~ ~ ~ i ~ ~ ~ ~ F ~ \ ~ ~ ~ \ ~ w \ ~ \ . ~ ~ ~ i ` \ ~ ~ ~ ~ / ` ~ ~ ~ ~ ~ / ~ ` F \ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ ` ~ ~ ` ~ ~ ~ / i ~ ~ ~ ~ ~ ~ i i i i , i ~ ~ / / ~ ~ ~ ~i % ~i I ` ~ ~ B ~ \ / ~ / ~ B ~ / \ / ~ % \ i/ ~ T~~ ~ 0 y~ \ \ ~ ~ ` ~ ii yam. \ ~ ~ r q 0 1• ~ ~ i i i~ ~ ii ii ii i ~i / ~i i i / \ ~ i~ i i i ~ i~ ~ ~ ii ~ i~ ii ~ ~ ii i ~ ~ ~ ~ ~ i~ u J I ~ ~ i \ \ ~ ~ ~ ~ ~ ii i / ii ii i ~ / r i q / ~ p ~ ~ 1 F ~ ~ ii j; ~ i l ~ J~ \ ~ ~ \ 1 / ~ /i ~ i / /r i it lp ~ ' ~ ~ ,U ~ o~ V ~~A ~ ~ / ~ ~ ~ ii i/ ~ ii d ~ ~ ~ iii ~ ii ~ ~ IHW ~ ~ ~ ~ ii ~ i ii 1 \ / % ~ ~ ~ ~ / ~ ~i /i ~ I ~ i/ iii a u ~ ~ a, ~ ~ i dd - ~ ~ ~ ~ ,v; ~ /i i d - i~ i _ \ ~i i ~ ~ i ~ d /i ~ d / ~ / i ~ /i / ~ ~ d 0 i ~ d~ / ~ ~ ~ / / - i . ~ ~ / I / ~ ~ / / ~ ~ / / ~ ~i ~ o ~ / • ~ i ~ / J ~ i ~i / ~ o ( ~ ~ / ~ ~ / ~4 i/ I /i/ / r , ~ ~ i ~ iii ~ , ~ , ~ N d~ i i/ ~ i p 9 Of 9 _ WaodCreek Construction/Approval Status Summary _ ORIGINAL PERMIT APPLICATION I I PROPOSED WETLAND AND BUFFER IMPACTS Section Phase CD's Approved Construction DWQSWMP Status Requirements STREAM WETLAND BUFFI=R STATUS SHEET IMPAGT TEMPORARY PERMANENT TractA YE5 75%Complete Diffuse Flow NUMBER TEMPORARY PERMANENT ISOLATED TEMPORARY PERMANENT ISOLATED ZONE 1 ZONE 2 ZONE 1 ZONE 2 Tract B 1 YES Pending Diffuse Flow (SF) {AC) {LF) {SF) (AC LF) {SF) (AC) {LF) {SF) (AG {SF) (AC) (SF) (AC) {SF) (AG) {SF {AC) {SF) {AC) (SF) (AG) 2 YES Pending Diffuse Flow C( COMPLETE A 1 - - - - - - - - - - - 2126 0.05 - - - - - - - - - - 3 YES Pending Diffuse Flow C~ COMPLETE B 2 - - - - - - - - - 137 0.003 92 O.D02 - - - - 210 0.005 - - - - 4 YES Pending biffuse Flow . 3 _ 87 0.002 22 - - - - - - - - - - - - 1290 0.03 833 0.02 - - - - 5 YES Pending Diffuse Flow o 6d /o 60% COMPLETE C 4 - - - 40D D.D09 100 - - - - - 6193 0.14 - - - - - - 4222 D.10 3094 0.07 Tract C YES Pending Diffuse Flow COMPLETE D 5 88 D.D02 22 - - - - - - 226 0.01 124 0,003 - - 1333 0.03 924 0.02 - - - - Tract D-1 Not Submitted Future SWMP Required CI COMPLETE E 6 - - - - - - - - - - - 2493 0.06 - - - - - - 4272 0.10 2835 0.07 Tract D-2 Not Submitted Future SWMP Required F REVISED F 7 - - - - - - - - - - - - - - - - - - - 4677 0.11 3109 0.07 Tract E 1 YES Complete Diffuse Flow F PENDING G 8 - - - - - - - - - 891 0.02 891 D.02 - - - - - - - - - - - 2A YES Underway Diffuse Flow Ef. ELIM(NATED H 9 167 0.004 25 - - - - - - 499 0.01 465 0.01 - - 1360 0.03 948 0.02 - - - - 2B YES Pending Diffuse Flow F REVISED I 10 - - - - - - - - - 2504 0.06 1249 0.03 - - - - - - - - - - 2C VES Pending Diffuse Flow COMPLETE J 11 137 0.003 27 - - - - - - 883 0.02 $83 0.02 - - 1549 0.04 1162 4.03 - - - - 3 Not Submitted Future Diffuse Flaw COMP LETE K 12 - - - 1784 0.041 255 - - - - - 1872 0.04 - - - - - - 11617 0.27 X05 0.13 Tract F 1 YES Underway SWMP Approved F N T 0 ~ ~ 2 YES Pending SWMP Approved F REVISED L 13 - - - 301 0.007 10D - - - - - - - - - - - - - 4955 0.11 3199 0.07 WID NI l i! ~ I I ( ~ I 3 YES Pending SWMP Approved Gi PENDING M 14 - - - - - - 221 0.005 111 - - - - 1250 0.03 - - - - 5175 0.12 2951 0.07 1~1!~i II COMPLETE N 15 - - - - - - - - - - - - - - - 424 0.01 406 0.01 - - - - ~--L I I Tract G 1-Section 1 YES Accepted Diffuse Flow Ci ~ ~ ~J I I COMPLETE O 16 - - - - - - - - - 373 0.01 376 D.01 - - - - - - - - - - ~ i 1-Section 2 YES Complete Diffuse Flow f ~ I I I I REVISED P 17 100 0.002 20 - - - - - - - - - - - - 1191 0.03 843 0.02 - - - - ~ U ~ , , 2 Not Submitted Future Diffuse Flow f 1 k ~ i ~ I REVISED 18 - - - - - - - - - - - - - - - - - $57 0.02 - - - - ~ ~ I i I I 3 Not Submitted Future Diffuse Flaw CI COMPLETE Q 19 86 O.OD2 21 - - - - - - - - - - - - 1283 0.03 841 0.02 - - - - Y ~ Tract H 1 YES Complete Diffuse Flow TOTALS.... TOTALS 19 665 0.015 137 2485 0.051 455 221 DA05 111 5513 0.13 .16764 0.38 1250 0,03 8430 0.19 7024 0.161 34918 0.80 20793 0.48 I I y ~ ~ ~ -I I 2 In Review Pendin Diffuse flow ' 3 Not Submitted Future Diffuse Flow , T, / ~ I I Tract) Not Submitted Future SWMP Required I ~ i ~ i~'••~,, ~ ,l I 1 Tract K1 Not Submitted No Development No Development v ~ ..J i i ;i Tract K2 Not Submitted No Development No Development ~ ~ i AMENDED PERMIT APPLICATION _.._.__..a..___.___~___.~___~__REVI~~b PROPOSED VIIETLAI~b %~~~~`Bt~P~~li I~A~~ {1~~-22-46 ~ I' ' ! i~ B i !I I Tract N YES Accepted N/A I I , !i i Offsite Sewer YES Accepted N/A ~ I, ~ i~ ' i _ Sunset Fairways Ext. 1 YES Accepted Diffuse Flow -I ,I TRA 2 STREAM WETLAND BUFFER , i' ip!i i Sunset Fairways Ext. 2 YES Pending Diffuse Flow STATUS SHEET IMPACT TEMPORARY PERMANENT NUMBER TEMPORARY PERMANENT ISOLATED TEMPORARY PERMANENT ISOLATED ZONE 1 ZONE 2 ZONE 1 ZONE 2 ./,i ~ ' I - Lockley Drive Ext. YE5 Accepted Diffuse Flow i I (SF) (AC) {LF) (SF) (AC) (LF) (SF) (AC) (LF) (SF) {AC) (SF) (AC) (Sf) {AC) (SF) {AC) {SF) (AC) (SF) {AC} {SF) (AC) CT K ~ Recreation Center YES Complete SWMP Approved CO 5 , ~ ! I COMPLETE F 7 - - - - - - - - - - - - - - - - - - - 4886 0.11 3034 0.07 I i AREA RESE ~~ED ELI / ~;~i,~/ ~ BY 044P1ER R ' ELIMINATED H 9 0 0.000 0 - - - - - - 0 0.00 0 0.00 - - 0 0.00 0 O.OD - - - - j ~ ~ ~ i FUTURE RE DENTIAL CO COMPLETE I 10 - - - - - - - - - 2504 0.06 1249 0.03 - - - - - - - - - - • 1. VE PME' T ~ ~ ~ DE LO 20 (NEVV) - - - - - - - - - - - - - - - 221 0.01 218 D.005 221 0.01 217 0.00 / f. ~ CO ~ ' ~ SUNSET LAKE ROAD COMPLETE L 13 - - - 316 O.OD7 109 - - - - - - - - - - - - - 4791 0.11 3D82 D.07 .L ~ ! ~ WIDENING (ENTRANCE) CO COMPLETE P 17 100 0.002 20 - - - - - - - - - - - - 595 0.01 429 D.01 645 0.01 414 0.01 rte, ~ ~ ~ ! 18 - - - - - - - - - - - - - - - - - 857 0.02 - - - - ice' r , i TOTALS 100 0.002 20 316 0.007 109 0 0.000 0 2504 0.06 1249 0.03 0 0.00 816 0.02 1504 0.035 10543 0.24 6747 0.15 ~ I--- ~ f TRACT D1 ~ R C SITE I~ . ; E y;~ _ i /1~ ` ~ d ~ ~ ~ ~ _ ~ \ / TRACT ~ ~ ~ ; ~ TRACT N / NOTES: (FROM ORIGINAL PERMIT APPLICATION) j ~ i ~r ` ~ TRACT 1. PIPES WILL 8E BURIED AT LEAST 1' BELOW THE INVERT OF SITE DATA 'u' ~ ~ 1i EC I ~ ~ ~ ~ ~ ~ ~ . THE EXISTING STREAM BED. TOTAL SITE ACREAGE 417.23 AC ~ ~ I 1.~-~' S T C - --~~'1 r F ~ ~ ,r C~ - 2. SEE INDIVIDUAL SHEETS FOR DETAILS OF IMPACTED AREAS TOTAL IMPERViOiUS SURFACE 107.83 AC ~ T~ F,I I ~ ~ 3. WETLANDS HAVE BEEN FLAGGED BY BY S&EC AND SURVEYED % IMPERVIOUS 25.84 BY WITHERS & RAVENEL. WAKE COUNTY P.LN.(S) 4. ALL OTHER STORM SHALL BE DESIGNED WITHIN OR OUTSIDE D L. OF THE TORS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0750407764 0659590061 0659684048 0750506300 0659582742 065969$180 5. ALL OTHER SEWER SHALL BE DESIGNED WITHIN OR OUTSIDE 0750600386 D659594355 0659799030 TRACT M ' / ! ~ ~ OH5 PARK SITE ~ / ~ L. ~ / / . OF THE TOHS ADDITIONAL 50' BUFFER TO THEIR STANDARDS. 0659468907 0659584670 0659788047 0659484201 0659587662 0659896136 ~ i y ~CI T ' , , T CT~ - ~`1 Y / \ \ 'tel. _ ~ s. 1 SF~ I / l i ~ i V i l.~ ~ .J F ! I I ~'i~ ~ F ~~I. l 1 i• i ~ i ~ ~ 1 I • _ i ~ ~ N - TRACT H --j F-•- ~ ; ~ T~ ~ ~ .~j i- PHASE III I l 'TT~`T- NOTES: (8/18/10) I i 1. ORIGINAL USACOE 404 NWP 12 AND 39 PERMIT ISSUED SEPTEMBER 7, 2006, EXPIRES 3/18/07 -ACTION ID SAW-2006-40627-292. ~ / i 2. ORIGINAL DWQ 401 ANb NRB AUTHORIZATION APPROVED AUGUST 25, 2006 (PROJECT 06-1214). W , 3. AMENDED 401 AND NRB AUTHORIZATION APPROVED JANUARY 31, 2007. d .a .,w; FF-S S IT 4. AMENDED 404 PERMIT APPROVED VIA STATUTORY REGULATIONS ON FEBRUARY 26, 2007. t ,SEWER 0 LS 5. PER bWQ APPROVAL: A) TRACTS D, F, J ANb THE RECREATION SITE REQUIRE FINAL WRITTEN STORMWATER MANAGEMENT PLANS TO BE APPROVED BY DWQ BEFORE IMPACTS ARE MADE FOR SUBJECT TRACTS. a ,'~l, B) DIFFUSE FLOW AT NON-EROSION VELOCITIES REQUIRED AT ALL DISCHARGE POINTS ADJACENT ~ i o ~ S NS IRWAYS TO BUFFERS. K XT NSI N (E NCE) -¦....y ~ -r.~ o 6. CERTIFICATE OF COMPLETION SHALL BE SUBMITTED UPON COMPLETION OF ALL IMPACTS. o ~ ~ ~ of 0 7. REQUIRED MITIGATION PAYMENT TO NCEEP OF $187,695.64 ON 2/8/2007. m` a E 8. IMPACT G IN PHASE III - TRACT F SHALL BE ELIMINATED BY USING BORE ANO JACK CONSTRUCTION. a v Vl r 9. IMPACT MAY NOT BE REQUIRED FOR DEVELOPMENT OF TRACT J. IF REQUIRED, A PERMIT APPLICATION WILL BE SUBMITTED 0 v N AS NEEDED TO COMPLETE THE IMPACTS PRIOR TO CONSTRUCTION. 7 L H 3 V y ~1 ~ N M N N F U1 N H U d a 0 z 3 m GRAPHIC SCALE u 0 a soo o sso soo ~ooo E v c a 1 inch X500$, v i 0 a` N No. Revision Date B Designer Scale N W&R 1 500' JS OF WETLANDS AND Sheet No. WITHERS P."ENEL AM BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS i Drawn By Date STATUS OF WOODCREEK N GAS 8/18/10 Checked By Job No. STREAM E o Holly Springs Wake North Carolina o JEC 02040232. 0 111 MacKenan Drive Cary, North Carolina 27511 tel; 919.469-3340 www.withersravenel.com License No. C-0832 jr4 i i / .r ~ yr I I I I I / J' 1 1 ~ 'y 1 I I I I i 11111 I I rI~ 1 I , I I I 11 II /~I~ 1 1 I ~ 1,1 I I / 11 11 L_ , I^ II 11 _~J~/ / •"1 T ~ _ I I _-~1 I / 1 I ~ I I / , ~ , I I i / I _ I i i _ - I ' / I \ ,k \ I ~ ~ / I I ~ , ~ \ y I ~ - II I ~ ~ \ I , ; f y~ I y II I r , I I f----- I \ - /rr J DENOTES WETLAND BUFFER IMPACT i ~'I, ~ i i ~ - _ _ _ _ _ _ , , , - = _ y5% STR ~ C NOT'~PL T~1 ~ I I -r--_ '1 1 ~ ( I I I v a ~ / i I~ I I I \I~ 1 I. / r `C I I - ~ _ I I I I / I ; y / - I I, I I / ~ II l II ~ I I I I I I / r---T I I ~ I . , I I I I I I I I / I I I ~ i I I _ I ,I I _ 7___J I __lr - ~ ~ I I ~ / 1 ~ I ; , , ; I I - 1 ! ~ ~ I - I / , , I \ , \ \ % r I I , I I \ i\ r,% I I \ i i-'-\ \ \ ~ ; ~ I I ~ \ III \ I ! / \ ~ ~ ~ I \ % / I I / ~ / / 5~ .NRB ~ I I i \ I / J , ~ \ `\I / 1 I ! 1 1 Ir I ! I J \ \ ~ ~ ~ I I , 1 ~ \ x I I I 2 / ~ I I I I I / / ~ ~ 1 I I ~ I i y\ ; ; I / \ I I ~ 1, III ~ I I I , I I II / I I .f ~ / I / / \ a- ~ I ; -I-F- \ I I 1 1 I \ ~ ' I / ~ \ 11 ~ I I I ~ \ I ; r / I ~ I I \ \ \ I , AF~OV , , ~ ; 1 I ti~ I / \ I / I ! I, ~ \ I I I / , 1 1 / \ 1 I I / 1 , / t ~ \ \ y~ \ ~ I I I ~ : / , ' ~ i ) / 1 \ 1 1.1 1 ~ I I ~ , I l , ~ 1 I 1 , , / ~ v I, ` v I I I / ~ ~ \ 1 I I ~ I ~ l/ II ; I i I I I II ~a I I ~ / % 1 1 1 \ \ I I ~r~- ;;III I I 1 \ ~ \ \ ~ i ~o I, II „ / I ~ vv v1 --I I II ~ I it \ 11\ , T;~- . ~ \ 11 1 I I I / ~ \ \ ~ ' 1 I' I 1 11 11 ~ 1 / ! I ~ I / ~ SUNSET LAKE RC~Aa I I ~ I I I I / I WI DE N I N~ ~E NTRANCE) I I 1 \ I ~ / / ~I \ \ I I ~ A I PROVE / / / f ~ ; \ i I 1 r I; ~ I I j ~ - / ^ / / / ji' ~ I I I I I I I ~ 11 VA 1 I i t I; I ~ ~ l ~ 11 I ~ I ~ 1 I yy-- - ~r------~---- I I ~ 1 I I I I I I I ~ I ; _ - \ ' ,,J I ' (FUTURE DEVE ~ PMENT) \ ~ ~ I 1 I l / --r- ~ I ~ / I I ~ ~ P~ I~.I , I I I' v v vv v I I ~ J I / ~ t-- ; ; - ! ~ COMPLETE \ ~ \ I I I I / / / / d N .W~ I 1 r/, 1 V v I ~ S 1 \ I i jl ~ ~ \ ~ I\ I I I / / / _ _ ' / ~ • / / y _ o I r C?.~ I ~ I l ~ , I ' ~ I I ~ , ~ i a ; v 1\ \ . I , 1 , '~T. I. I I I v - i ~ I TUBE DEV~LdP N~f APPROVED I i i SEE NOTE ~D i , ~ I 1 SHEET 1 I I / / /r ~ ' , , ; - ~ 1 ~ I I c BMP ;~BMP I c I \ J v ! % v I I I I i A v I 1 11 ~ ~,..~'~v A 1 /I I 1 1 ( ` 11 r / I TRACT N ~ w / ~ \ I\ 1 , I ~ , ? / ~ I / ~ , NRB ,r ;..III I I ~ i ~ ~ / ~ TRACT ~r-~--- ~,~~f ~y I ~ / / ~ ~ / n % ~ ~ , r%. A ~ ~ l ~ (FUTURE DEVELOPMENT) ; i I % / II/~ I 1~~"1%/ f , 1 .I 1 S r ~ k \ l I I / ~ \ ! ~ / / III ! / / T- / , ~I ~ \ ~ I ` i/' ~ \ ~ ~ r ~ y , ~ ~ f , a „ , , ~ 1 , ~ \ ~ I , ~ ~ ~'''~~MPL~T~~ ~ ~ ' I , ~ I 1 IVUER C NSTRU TION . \ I I , r I l \ i y' - Q 1 \ 1 a F / J/ / - I I I ~ I , ~ ~ ~ _ _ _ _ a / I . \ l 1 f,, a I / / T~2E DEVEL PMEPIT 1 - ! ~ I \ ~ it t I - ~r ~ I I~ / ~ P ~ i I / I \ r ~ ~ COP TE AT I / g I / 1~ _ t- I r / \ I \ U , \ ~ \ I I \ \ \ / \ I\ I I 1 ~ ~ I 0 \ ~ ~ \ I III \ , I I > I ` / ; ~ i,~ -~1 ~y I ~ ; % I ; j G PHIC ALE / / i ~ i I ~ I \ . \ ; , r ~ , , , I I \ \ r/ I 1 / o N No. Revision Date B [Drawn er Scale " W&R 1" = 200' N S OF WETLANDS AND IT Sheet No. By Date STATUS OF WOODCREEK GAS 8 18 10 ed By Job No. STREAM B i Caro ina Holl Springs Wake North Illll,,M BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Drive Cary, North Carolina 27511 tel; 919-469-3340 www.withersravenel.com License No. C-0832 o JEC 02040232.0 i Y l i / r l 1 'I \ I/ 1 1 I I 1 1 / I/ 1 I I \ I i' ire / I I Ii ,r E DENOTES WETLAND/BUFFE IMPACT ry------------------- I -T-------y---- I / / , I / i----------~---- ~ I ; ~ \ ' (FUTURE DEVE~bPMENT) \ \ I I ~ ' / J / ~ I I / \ \ I 1 1 / / ~ , I 1-s ~ / ~ i; COMPLETE ' 1 \ \ / / ii \ I r` / / ~ ~ ~ _ , 1 - I 1 I I ~ - --i / , / cl / _ / / / . I , / i i / 1 1 ~ , ~ ~ , ~ / / ! , it y i \ ~ ~ ~ ~ yi• i j i \ 1 f 1 / I 1 i ~ ~ , ~ - / ~ ~_I TURF DEVELdP : NR , / r 50 !i 50; NRB W/ ~ i i M SEE NOTE #9 i .~'"~50 TOHS BUFFER i ~ SHEET 1 ~ I _...~__~...r--- ~ I ~ ~ , , II 'I ~ TRACT N ~ , i 1 / ~ ~ I I I ' ~ TRACT - I ; ~ ~ 1 (FUTURE DEVELOPMENT) ~ ~ I\', , " ~ 1 , / \I I ~ 1 / / ~ 50' NRB- i i \ ~ i I - i i ~ ,i I I ~ I ' T'-~ . 1 / I , ~ , - 1 ~ _ 1~DER C NSTRU TION ~ v r r ~ . ~ 11 r r - 'C~ MM LE'~ 'A~ ' , 1 - ~ / ~ I t ~ ' ~ x 1~. • I I I I I -T--- r, ~r ~ ~ 1 1 ~ / 1 1 , I I 1 . , ; r , J/ , - I 1 r r,-r'S0, T S ~ OFFE ~ r~~ ~ UFFE - - ~ ~I ' _ / / T E' DEVEL PMEPlT I ~ - r \ / I III i ! ~ f I I ~ I ' ' / - r / ~ _ ; r . / ~ / - 1 ~ ~ l ~ \ ~ ; \ \ ~ ~ \ \ 1 1 I~ . I I \ / I I~ ~ vv vv l ,,r , I ~ , r \ / / ~ 1 v s. ~ ~ / vv o ~ vv / , 1 1 I i ~ vv /,Yq v , i n h. 'i i ~ ~ v v~ F'I"~,,v v v i ~f i l ~ / ~ r/ I EXISTING APPROVED ~ i~-. ~ ;h` . I T y r r!/ ~ ~ r-I II I z STOCKPILE AREA gSFq 1 I I ~M , ~ ' \ \ T DE EL PME \ l ~ ~ ~ - , , AI~P ~ ED ` 1 1 ~ I ~ ~ „ , / r I \ ~H~~E \ ~ " ~ 1 , I~ ~ ~ I I ~ I FUTU DEVE~LO M~j < < ~ ~ ~ , r C C LE /PI~T~D 11 , \ \ ~ ' ~ 7~ I i / \ \ V \ , / / 1 / 1 / , 0 / / ~ , i ~ \ \ / 1 1 / \ ~ ~ i to I ~ 1 % I I//, "i~._I ~ ~ I ~ III ~ I ~r \ 1 ? , 1 ~ 1 I I I 1(I 1~ ~ I ' I \ \ \ , / / ~ / J I I -----------I I / / / \ \ \ \ I \ \ \ ` I I , 1 ' 11 r I t ~ ~ - 1 , \ ) \ \ , _ \ \ ~ 1 1 I , \ \ \ / l I 1 I I \ \ 1 \ \ / \ I I ' - I ~ r I ~ ~ I I I II 1 I I / ~ ~`•I 1 ' , F TUREI [?~V PMEN I ( \ ~ ~ ~ , \ ~ I \ ~V~ PMEN;) / : ~ ,',~E~NUI~7_ APP I OVAL C INSTR CTI N~_ I'_ I I~ ~ ~ ~ a r 1 ~ ~ ~ 1 1 R VE I, ~ \ I l , ~ I ~ ---~----1---~---- j 'ter, I I I ~ / ~ ? / , Y I II II 7- I I 11 / ~ I I 1 r`'~ ~ r----_.' ~ tt""""'" III I \ \ I / ' I / . I I ~ ~ 11 I % ~ 1 A OV / I r \ , r ~ POSE . ~ ~ \ \ \ , II I 1 11 I / / I "i 1 " ~I I I , , ~ I L ~ ~ 1 Ir Ir / ~ 1 . ~ I ~ I 1 . I I 1 ( ' \ I ~ I, I 1 1 l \ vv _ I I I _ _ , TRACT H ' , ' \ / PROPOSED I ; ~ ~ ~ ~ I I I l I \ I I BMP ~ 1 r ~ I 1 1 I 1 1" - I I \ I I , - I ,I , 1 , \ 1 ti ~ I I I II / \ I I I ~ - I I I r ' NL~ER T ! ! ~ I I , 1 I ( ~ I I \ ~ ~ ~ ~ I i ' ~ i (FUTURE DEVELOPMENT) I I ' I ~ ' ~ I \ y/ I \ \ \ I r r I I I I II ~ \ PR P i I ~ rl II \ , 0 OSED , I , ! I`-~~/~~ III' ~ ~ --I- < I BMP 2 I i ~ 1 ~ I 1` # i , , • i 1 1 111 1 r I I/ I I I - i II / r r ~ l i i ~ ~~`'~a II I / i I 1 I I I / I I I I 1 r , r III I I / ~ 11 I I ' . \ \ 1. ~ ,ao, / l ~ i 1 I I ~ ; , / ~ / i ~ - 1 ~ f • , / 'y' ~ ~ I I v, ~,-1 w ? / ~ 1 1 ~ i 1~ I I ~ \ / / \ I 1 .I ~ I ~ / / / / I ~ ~ ? 1 1 ~1 11~ ' \ ~ \ ~NSY \ \ ?`i I ~ 1 ~ I ~ ~ FF SI S IT N ~ j t 1 1 ~ ~ I ~ ~ \ ~ ? \ ~ ~ UNSET FAIRWAYS \`~~~\~ti ` \~'~r ~'I E Y Y E ~ +~1 ' ~ I - I NSIaN PHASE II-- , ~ \ , 1 ; : COMPLETE 1 , -~..4~~-,~' I VED/PENDING ~I~ I `w~;,, ~ ; 1 ~ ~ ' k ~ ~ ~ ~ ~ , ~ \ ~ I /I~~ ~r cn ~ \ 1--1--- I J i - y,.~ _ t to i i A~'w \ 1 ~ ~ I II/ f~ _ - - ~ \\\~~JNS T FAIRWAYS ~ ~ Ex`rENS N PHASE I- ~ ; , / ~ N J I RWAYS N ~ / 1 1 11 ,yam i r i (}M~~.ET RECORDE ~ ~~"i ' ~ a y i ~ i / \ ' XT NSI N ~E NCE~ K y ~ ° / 111 i \ ~ ,,.w / ~ / 1 ~I m ~ GRAPM C SCALE a / ' ' ~ ~ `1 ~ ~ / D 100 2 4D0 E ~ f ~ a / ~ ~ ~ ~ 0 \ 1 inch = / s 1 1 I Y I / XX'~// X \ l1 ~1 I I \ \ I II IL` N No. Revision Date B Designer Scale N W&R 1" = 200' Drawn By Date STATUS OF WITHERS RAVENEL Sheet No. 1S OF WETLANDS AND 1 3 WOODCREEK N GAS 8/18/10 Checked By Job No. AM BUFFER IMPACTS ENGINEERS I PLANNERS I SURVEYORS i STREAM B o Wake North Carolina Holly Springs JEC 02040232.0 111 MacKenan Drive Cary, North Carolina 27511 tel: 919.469-3344 www.withersravenel.com License No. C-0832 / Y