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Home My WebLink About20170525 Ver 1_Updated Neuse Riparian Buffer Permit Drawings_20170828Carpenter,Kristi From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Burhans, Terry <Terry.Burhans@mbakerintl.com> Monday, August 28, 2017 2:07 PM Ward, Garcy Carpenter,Kristi; Rogerson, Maria A; Hathaway, Dwain RE: R-5703 (CF Harvey Parkway Extension) Updated Neuse Riparian Buffer Permit Drawings 2017-08-28_R-5703 - Permit Application - Buffer Update.pdf Follow up Flagged Good Afternoon Garcy, Please find attached to this email updated Buffer Permit Drawings for the proposed C.F. Harvey Parkway Extension Project (STIP N. R-5703) located in Lenoir County, NC. Please feel free to contact me if you have any questions or concerns or if you need any additional information. Cheers Terry Burhans, PWS, CPSS � Environmental Scientist � Michael Baker International 8000 Regency Parkway, Suite 600 � Cary, NC 27518 �[O] 919-481-5775 �[M] 858-243- 9900 terry.burhans@mbakerintl.com � www.mbakerintl.com c- '�'''`- ^<'� '�f"_"' - . _ � � {. �V'� Ni�k� � �� ff��t7�� 1�17ERHATIOhAL �r�nr�cr wirn us: !1 �ii � � �'i 1 ROY COOPER GovEiuvox STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION August 28, 2017 N. C. Department of Environmental Quality Division of Water Resources Washington Regional Office 943 Washington Square Mall Washington, NC 27889 Attention: Mr. Garcy Ward Environmental Senior Specialist JAMES H. TROGDON, III SECRETARY Subject: Update to Neuse Riparian Buffer Authorization Buffer Permit Drawings for the construction of the C.F. Harvey Parkway (NC 148) Extension from NC 58 to NC 11, Multilane Facility on New Location, Lenoir County STIP No. R-5703. Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to extend C.F. Harvey Parkway on new location from NC 58 to NC 11 in Lenoir County, north of the City of Kinston. Initial application materials for Neuse River Buffer Authorization were submitted in a package dated April 19, 2017. Following discussions with NCDEQ personnel NCDOT has updated the summary of potential Neuse Riparian buffer impacts. No additional impacts are anticipated to waters of the U. S. Updates to anticipated buffer impacts include the reclassification of impacts at permit sites 1, 5, 8, 11 to allowable impacts and the reclassification of impacts at permit site 12 to mitigable impacts. Updates have been incorporated into Summary of Buffer Impacts (Table 3) from the initial submitted package and is included below. Additionally, Buffer Permit Drawings have been updated to reflect changes in buffer impact classifications on Sheets 2, 8, 10 and 12 and in the impact summary table on Sheet 15. Buffer Permit Drawings are included in Attachment A. Mailing Address: NC DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION 2 P.O. BOX 1587 GREENVILLE, NC 27835 Telephone: (252) 439-2800 Fax: (252) 830-3352 CustomerService.• 1-877-368-4968 Website: www.ncdot.gov Location: ] OS PACTOLUS HWY (NC 33) GREENVILLE, NC 27835 Table 3. Summa of Buffer Im acts Buffer Impacts Allowable im acts im acts Re uirin Miti ation z Permit Drawing 7,one 1 Impacts 7.one 2 Impacts Total lmpacts 7.one 1 Impacts 7,one 2 Impacts Total impacts Site Number� (s . ft.) (s . ft) (s . ft.) (s . ft.) (s . Y't.) (s . ft.) 1 8,705 5,636 14,341 - - - 2 - - - 38,832 25,125 63,957 2A - - - 11,096 7,13A 18,230 2B - - - 1,836 17fi 2,012 3 - - - 24,183 14,918 39,101 4 - - - 6,676 6,197 12,&73 5 2,459 1,330 3,789 - - - 6 � 14,206 9,396 23,602 - - - 7 � 12,254 8,005 20,259 - - - 8 1,636 1,072 2,708 - - - 9 - - - 18,265 12,170 30,435 10'- - - - 1,834 13,354 15,188 I 1 15,878 ] 7,820 33,698 - - - 12 1,071 1,010 2,081 1,509 3,13A 4,643 13 � - - - 18,162 1a,871 33,033 14 � - - - 1,992 5,323 7,315 15 - - - 10,625 6,170 16,79ti 16 � - - - 528 1,3 �7 1,865 Totals': 39,731 44,269 100,478 135,538 109,909 245,447 Notes 1. Pern�it Drawing Site Numbers refer to Site numbers presented in the R-5703 Barf'fer Ir��pacts PeYnlit Drawings included in Attachment A. 2. Buffer impact numbers requiring mitigation exclude riparian wetland impacts at Pennit Sites 6, 7, 10, 13, 14 & 16. These riparian wetland impacts are accounted for in the compensatory wetland mitigation. Please let me know if you have any questions or concerns Sincerely, i ,�R��`�" , ---�; ' Terry Burhans Consultant for Maria Rogerson NCDOT Project Engineer Attachments Attachinent A: R-5703 Buffer Impact Permit Drawings Attachment A: R-5703 Buffer Impact Permit Drawings � � 0 � a � � E � a � �T o =, NM �� . �T CC. 0 � � � ., � V W O QC � �� SITE 15 SITE 2A SITE 2 See Sheet 9��A For Index of Sheets �� _.�� . � 2g6 ,��5 SITE 1 s� SITE 3 fN� CONSTRUCTION �� [�� I�� LE1�101R CO U1�TY BUFFER DRAWING �o�o TR-5703 � 5�2 SHEET 1 OF 16 OJ. . .w.PROI.*10. E9CRIMION 46375.1.1 PE 46375.2.1 R�W � _. LOCATI011I: FROM THE I11lTERSECTl011t OF C.F. HARVEY PARKWAY AND 11iC 58 TO INTERSECTI011i OF NC 11 AND GRAINGER STATIOIV RD. TYPE OF WORK: GRADI11tG, PAVI11tG, DRAl11lAGE, STRUCTURES A111D SIG11lALS. BUFFER IMPACTS PERMIT % \ -L- SiA. 201+42 +,'- a-L' -L- STA. 214- �-/- \P; �l ��. � -L- STA. 165+90 +/- � �:= -� � _Y3_ -L- STA. 767+25 +/- � ' SR 1004 �� SR 1730 � HU60 ROAD � UMPHREY ROAD -�- sra. 2aa+ 9+i � - � . .... -L- TA.201+39 +/- -L- SITE 4 sRri 2 WALLACE F lLY ROAD 'TION a4+yzoo SITE 5 SITE 6 SITE 8 THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. CLEARI11tG 011i THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS PROJECT IS 11tOT WITHI11i A11iY MUNICIPAL BOUNDARIES. SITE 7 SITE 9 1 �� -I +99 +/- -YS- -L- STA. 280 �i-87 +/- SR O33 ' H ILTON ROAD SRrn35 FERRELL ROAD C SITE 10 -L- � RF(:IN PRI�C;F -ERI -L- STA 341+47 +, SRYl72 1ARON CHURCH ROAD / FN❑ axior,F -Fei_ -L- STA.343-69 +/- SITE 11 ,,� �� 8�/NC Ki�yS rN SR 1B35 GRAINGEE�RpSTA7l N ='L- STA. +3� SITE 16 STA. S ITE 12 SITE 13 �p� G�� 0 BEGIN CONSTRUCTION -aRa- Por s�o. io+oo.00 END CONSTRUCTION -Y9- POT 5/0./4+26.79 \ -OR4- \END T7P PROJECT R-5703 -Ir POT Sta.367+58.63 SITE 14 gNc��[��,��°� ��..�N� DO NOT USE FOR RAW AC�L*IgiTION DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepa�eo ln rne office of: HI'DRAULICS ENGINEER ADT 2017 = 4,000 Michael Baker International, Inc. 50 25 0 50 100 8000 Regency Parkway, Suite 600 ��qp ADT 2040 = 18,800 LENGTH ROADWAY TIP PROJECT R-5703 = 5.450 MILES ��Q� ��'�`�� Cary, NC 27518 y� �� Q� o K= 9 % I N T E R N A T I O N A � Professional Corporation License Number: �p Q PLAr!$ F-1084 , � D= 55 % LENGTH STRUCTURE TIP PROJECT R-5703 = 0.338 MILES sicuaTuns: P� � '� 50 25 0 50 100 T — $ %* DIVISION OF HIGHWAYS � � V= 70 MPH TOTAL LENGTH TIP PROJECT R-5703 = 5J88 MILES zotz sraNnAnn srEctFrcAz�oxs ROADWAY DESIGN a�,� a ENGINEER � PROFILE (HORIZONTAL) *�ST =4% DUAL 4% RIGHT OF WAY DATE: TODD BUCKNER, P.E. ��p o�a 10 5 0 10 2p FUNC CLASS = FEBRUARY 6, 2017 PRo�Ecr snrcrx�x or� ��/ FREEWAY/INTERSTATE SUSAN LANCASTER, P.E. LETTING DATE: PROFILE (VERTICAL) DECEMBER 20, 2017 PROJecr Des.cx s,vcrNEER r.s. S7GNAT[IRE: 6 � � � � * � � I J h'�'Y��w� vwww��'�"�'�6 O L. C. MOSELEY, HEIRS MITIGABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 2 BUFFER DRAWING SHEET 3 OF 16 DETAIL 1 LATERAL 'V' DITCH �No�io s�alel � � No�urol Fill Gro�nd J.� ,��\ 1.Ff. Slape D Min. D- ] Ft. b= 5 F. FROM $TA. 80+35 -L- TO $TA. 86+10 -L- LT GxnSS SwAi[ �ATn DA= 4.0 AC SLOPE= O.00J FfiFT ipE4.= ;00 FT a0.= BO Fi Q� = 0.9 CFS 2.p FPS �.3 Fi 410= 3.0 CFS V10= ]1FP5 �10= d FT +00.00 -L- 7 0 00' LT PROJECT REFERENCE NO. SHEET NO. R-5703 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dNc��.� � ��..��v� DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED STA. 86+10 -L- LT 9' LATERAL'V' DITCH CL B RIP RAP SEE DETAI�1E_ EST 2 TONS CL I RIP RAP V EST � sv �F Esr a TONs (DE pDE� EST 10 SY GF � � 50' 25' 0 50' 100' , SCALE: 1" =100' � PUE PUE PUE PUE ' PUE PUE PUE PUE PUE PUE PUE PU PUE PUE PU E"- �DUE � C PROP.48" WOVEN C C UE P O. " V W WIRE FENCE LINE CL B RIP RAP � —��-- WT I E5T 7 SYO GF �� y � � 18" CSP N _ _ _ _ — — — — � 15" CSP W/2 ELBOW$ -� W F _ _ _ _ _ _ _ — — W/2 ELBOWS W ��„ N - zci �$" - z�i zci O � � � o --= � �� " � ��`T SITE 2 1---_ �`—�-- p -��=`F `�4'� �ti� Ex,s,�N . �- - - _ _ _ `�w`^-�,i . 3'WW N F __ 15„ - - - - _ _ -L- FS 2GI � = z�� -- 6„ srC �- N 72' l3' 3/.d' E Q�— _ -- - � - j-- 3�ww � -�ur�_ � _� � � v -_--_� ��, N__ _ --_ — ----- � ---_ - - - _ _ _ — _— __ _ - -zci— = ssi- _ _ - - J ----��n �-- ---- =---- --_ �ro-_ � ------- �� - �--- ��=—�� _� 15" 6,�STL (P -----c-_ - — NG> ' - -zuri- 2GI FS�� - - _ _ 2GI �---� �� 15" CSP - W C-_ — — — � _ _ -- _ — —��-�-wu--_ — — � � �f �� — — — � � W/2 ELBOWS ESTB2RTONSP Z �--GRA�E TO DRAIN (GTD)�. � J_ - - u'�- - - - _ �_� C >ur�_ _ _ —�� EST 7 SY GF / ____ J� � � GTD ' - - ->urt- � - - —�� I __. -�� =�� — GTD GTD - _ ��ur�� _ _ � � � �{- — 2 �—�� --- -�� — GTD _ - _ G �- I _ J —_—=�-�i -� = � � �� \ � V�� _�� ' , � ---)i�_ sa CF.y �i,-� � �� GTD � �� GTD � - - - - - - _ I �� _�_�_� MVEr Pqa7n'W.aY sG4 � �_ —�� __�— � , — � � GTD� — GTD - -�u i_ - - �-e �� - __ - - _ � - �� ==�-- � . T- ��-- GTD -'>ur�- _ ��_ _ _`-�:� — -- � — �y . _ - - � � ' _—� - -.- uri_ _ - _ � � TD _'�'=--r_-'!'� _ - �� - L�� GTDI �A� � W - - - _ _ �� - .F.HPR �}- � GTD � V � _ � � EY P � - - � � /1RH � ��X _ WAY � - _ � 3/7e �Y _ � � � BST � Ex- w - - - ' �_ isn rV �'w � � � � G RiW - - � _ _ � ��X - - - -36" �I MRWSA) � — —�� _ 3"WW - _ _ _ „""Vw�,�, �� -W _ __ -�__�— - - - - _ _ _ _ _ M r""Y"w�,. ��k3WW �-� -w---- _ - 35" DI fNRWSAI �A. ;�� - _ _ _ L C. MOSELEY, HEIRS �_ . " - - - - - _ _ �. _.. "__ _- __" _ � _ _ Y + - - 6i � �3 r Y' � r � � � t � � x. k �: ^ , % E.. .. ... �. a _� .L ,. Y .. . ,� �� . < < ,V0 HW � � w V..� 2 N W w N O O O O � � � H N J � V..� Z J 2 V ` � �� f �� FOR —L— PROFILE SEE SHEET 31 & 32 6 , � 0 O � 1fl J GRA55 SWALE DATA GRA55 SWALC DATA on o.s nc on ta nc SIOPE 0403 FT/rT SLOPE 0.003 FTRT � uEa. sa Fr � aEo. ioo Fr L PRO. 250 FT L PRO. 25J Ff Q2 1.6 CFS Q2 �.2 CFS Vl 1.0 FPS V2 1.1 FPS D2 0.5 Fi �2 � 0.� iT q10 2.0 CFS ql� d.l CFS Vl� 1.0 FPS V10 1.2 FPS D10 O.fi FT �10 0.8 FT $TA. 152+50 -L- M STA. 155+06 -L- M � _ � ��_ � — �,,, � 2GI 2GI —*a—*a--,e `? PROJECT REFERENCE NO. SHEET NO. � —'e� �, B U F F E R D RAW I N G R-5�o3 io —ie—ie '0—ie- �� eZ' � S H E ET 5 O F 16 � SHEET NO. �,a � ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER � BZ � \e �\ 50' 25' 0 50' 700' � �� ez z� ��a� � � ][NC��1PIl,]E lE 1l�1L.9\N� � SCALE: 1=100 � NOT �SE FOR �w A�Q��9�T�oN O LIN�A F BEAMON —L— \�'\s `� \\\ Br \ z �\ � ez � \� �� B� a �, 'e\ DOCUMENT NOT CONSIDERED FINAL \��e e2 7 UNLESS ALL SIGNATURES COMPLETED \ \\ \ e\�a =\��e_.a ��BZ �,a�� \\ \ �\ �,a� �� BZ 2 e1 �\ '� \ ` � MITIGABLE IMPACTS ZONE 1 \\\ �� \ \ l e2 2 � J JR & � A � � � EDW D W FIELDS � MITIGABLE IMPACTS ZONE 2 0 � �� m�� J �r \\ \ �\ SITE 3 �r \ N I� -------------- --_ ` �. '� �u�� —�_ W _ y W / � FS 2GI-A O — 24" CSP W/2 ELBOWS _ � —� _ GU�Z — — � � � — F � _ i = � � � � SPEC.LATERAL 4' — — — — — — — ' � CL I RIP RAP � BASE DITCH -- EST 7 TONS � SEE DETAIL 12 C EST 15 SV GF CL B RIP RAP C EST 3 TONS A EST 10 SY GF DETAIL 12 SPECIAL L4iERAL BASE DITCH � Ho� ro s�oie) Na�urol �o� �—FIII Ground J.� p � \ �e� Slope � Min. �= 2 Ft. 8= 4 F�. FROM STA. 155+00 -L- TO STA. 158 �T50 -L�- RT LINDA F BEAMON O DETAIL 21 L4TERAl BASE DITCH � H � m Smie7 ,oi � Gro��d 3,.� p 3.� i�Ft. - Hn Slope � e I Min. D= 2 Fi. i.—'I B= 4 F. 6- 5 Ft. f-ROM STA. 758 '� 50 -L- TO $TA. 764 - 50 -L- RT 15" O 75„ F$ O 2GI / O � �5„ + 2GI-A CEN � '- M ,5,. � � F 2GI �� ` �� h _ � C \ I � J \ � \ \ I., C � \ `� \ � � \ � D LATERAL 4' T BASE DITCH y sEE oETni� zi TpF � � � FOR -L- PROFILE SEE SHEET 34 & 35 6 � z JAMES H JR & EDWAR� W FIELDS �O CL I RIP RAP EST 57 TONS EST 704 SY GF / / / / �V / / — l� / I I MITI�ABLE IMPACTS ZONE 1 � \ MITIC#ABLE IMPACTS ZONE 2 \ I � `��pe'�� L4TE�� BASE DITCH * � � � tHo��o s�oie� � b / 0.60' FIP � � \O� TO R%1V EIP O G�o�M 3,-� p �� -Fill I JAMES H FIELDS JR 5e p s'°Pe J � \ I„ I B in. D-F.2 Ft. 1 � � I u 6= 5 Ft_ // � / /2 J / j FROM $TA. 169+20 -L- TO $TA. 173+75 -l- LT / / FROM STA203+�QQjj-iINT�, �7�.J@�@${5�q(tp[�j / JAMES H JR & � EDWARD W FIELDS / � rue �4 �\ / / \ // PUE � LATERAL 2' � BASE DITCH C % � � / / ~" � PpE SEE DETAIL 2 — — �' ' �� ' ' �� P�F � _� — -- � N� / / // / � _ / / � // HW P�E / / /3!� � � — _ P pE SITE 3 � �� ,�� ii� � � C� � � �� i / �ii i�� LATERAL 4' 1 BASE DITCH � SEE DETAIL 21 LINDA F BEA O r GRA55 SWALE DATA DA 6.d AC SLOPE— 0.003 FIhT 6Z L REQ = 640 FT L PRO = 640 FT Q2= ]3.l CFS 2= 1.6 FPS D]= 1.6 Ff Q10= 3d.0 CF$ 10= �.8 FPS / D10= 1.9 FT STA.164 � 50 -L- RT I / 2GI CL 8 RIP RAP EST 1 TON EST 5 $Y GF N � ' // � � � ARAGC � / 2GI ^ P �/ Q k � o // s�� _ � � j�� / � �� ' � � --�� si�o � �� _,�� _/ -�—'_ �-�LOPfC--/- ! - d SOIL t, � - k � / / 0.58' EIP J I CONC � � TO R� JEFFREY L MOORE �+ �� SI2,fyppRD 2' BASE DI CH a PC EST. rUOg �rtv--- PUE I SEE DETAIL 8 \ � PUE J �,\ � 50' 25' 0 50' 100' � �I/� SCALE: 1"=100' DETAIL 21 LATERAL BASE DITCH (Ho�+o scaiel �� b � ural I �— I G.ound 3.� p 3.� �^�F�. -F'ill sione I e I Min. D= 2 Ff. I�-I B= 4 Ft. 6- 5 F�. FROM STA. 158-50 -L- TO $TA. 164+50 -L- RT FROM STA. 175156 -L- TO STA. 177+50 -L- LT � c��T � � CL I RIP RAP EST 7 TONS J EST 15 SY GF CULT CL I RIP RAP � EST 20 TON$ �ST 39 SY GF � / / \ � — — m I .. -' �� MARTIN & DONNA E HARPER - - �_ � � ' /4<� � I - .. . � � � � - � � - � I' _ _ — — _ — — ' _ . _ I I S 2 PROJECT REFERENCE NO. SHEET NO. R-5703 /l RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��Il.�' �' �d.aS1�J DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 6 OF 16 DETAIL 8 STANDARD BASE DITCH �rv Ilo S�ole� Galu.al NaNral ,o��d �.� p ,�♦ Gro��d Min. D= 2 F. � B= 2 F. FROM STA. 9+53 -Y3- TO STA. 10+68 -Y3- RT � X � J LATERAL 4' BASE DITCH SEE DETAII 21 IN I ~ W W _ t= � � � W 24" CSP � � W Wi2 ELBOWS � _ F (n � � � z 0 rv � FS � 2GI-A ^ Q � !GI N J � W � � _ J F `� � ` FOR —L— PROFILE SEE SHEET 35 � Z O N> [!J � 6 � L C � V w 0 E M r H W W _ N W W N O O O O + N O CV Q H N I J � W Z J _ V 2 � � N I J GRASS SWAIE DATA on- e a nc S�OPF- 0-002 FTiFT � RE�.- 0 FT PRO.- 500 FT �1- 92 CFS V]- 1.4 FPS oz- iiFr p10- 118 CFS V10- 1.5 FPS mo- izFr ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 � * � N I J ,. �� - �� ` � PROJECT REFERENCE NO. SHEET NO. - " R-5703 /4 4' .r_ '- � �; � RNJ SHEET NO. � ` 4 i �� ` ROADWAY DESIGN HYDRAULICS /� � ' ENGINEER ENGINEER � � � � / _ �� . � �Nc��,� � ��..�iv� L � �/ DO NOT I;SE FOR i W qCQU[91TION � i .� � � NC GRID � NAD 83 NA 2011 ` ,. � � ,._ � �� '- � DOCUMENT NOT CONSIDERED FINAL �,� � .. ' �� UNLESS ALL SIGNATURES COMPLETED � � � �� ` BUFFER DRAWING �%�%YY � � � � SHEET 8 OF 16 � � � 5Q' 25'1 0 50' 100' , i � � , ' � �I � Y � — .��' � 'x � ___---' I � � � ` �CALE:1"=100' � � % � � �/ � � � � , � /� � � � ` o a/ i'// �\ �S � , � � � \ a � i- / � �Ab �y i' (u � I > i } � / s �j . �_ 4 � . / �. 'x � I — - - - -az �—�_ 6Z 2— ---BZ 2- eZ 2-- BZ 2�—�-' BZ 2 SITE 5 GRA55 SWALE DATA on- es nc S�OPE= 0.013 FLFT q1= 9.4 CFS V?- i.J FPS D1- 0B FT Q10- 1�.0 CFS DETAIL 2 DETAIL 10 DETAIL 25 wo- ,s Frs LATERAL BASE DITCH SPECIAL LATERA� BASE DITCH LATERAL BASE DITCH DETAIL 8 �lo- 0.9 Fr � No� m smie� , Na� io s�aie� � No� �o s�ie� STANDARD BASE DITCH STA. 194+00 -L-- RT �y �Horro s�oie� Naw�oi � � H� r,n No��,oi I � I Ground 3:/ p 3'� 1"iir. Fi'�IPe Ground 3.� p d, �(e� Slope Ground j:/ p 3.� �„h�. Fill Nu�ural No�urol F�o�� Slope Ground 3,� O ,�� Gra�n I p I B in. D=F.2 Ff. I n I Min. D= I Ft. ' B. B in. D=Ft.2 Ft. 1. ",.! I�.l 6= 5 Fr. B= 2 F. 6= 5 Ft. Bin.D-Ft.2 F�. I q I FROM STA.203+00 -L- TO STA.206 F50 -L- LT FROM STA. 206+50 -L- TO STA. 206+00 -L- LT FROM STA. 211 '-54 -L- TO STA. 213+50 -L- LT FROM STA. 208+36 -L- TO STA 208+57 -L- RT JI � �� gl Z v I r � W W _ N W W N O O O O + �A r N Q H N I J I W Z J _ U H � FOR -L- PROFILE SEE SHEET 36 & 37 � � � � _ . 6 � e i � '�- � � �° '- � . - 4 � ` � _ � - ` ; . - ` , � y � � � i � � � � � . v � � i � i � � � ' � � ` . � 'r � Y � � i� i z � � i e� y. � �w� � � t ` � i / ...\\'Y � ' � 9M/ // Y . \ t � i � Y i � � � � � � � � � x � ,� �� 4 , y Y � �. \ � � � �� / � � Y � � � � � � � . \ �- Y � � " � \ \ejM\ � \� ��/ / / � � Y � y � i \ � �/ � � i\ i � � \ � u- - � � � '� ` \� i ' � � \ � y � (�\ � \ � � Y � � y � .. ` � � , _ � � _ 4 � \ � �6ox' � � �= i � � � \ � i � I � l � \� � j \ � � I � � � �, i � Y i 'y i" � \ \ � �9. � �- � L � \ � � � � � \ �a\ �� _ ` — � � \ y i � � i ' � � } ` . ` � � `s \ \ \ \ L . � } � � � i O i � � � - �n� _ �. � '- y Y ;,�! \ y '� cv �` ` � � �� I � � � �8 . � y/ /�:. / J \ � � . J � � � t .,_ � 3 i , 1 � r � W W _ N W W N O O O O + � r N Q 1-- N I J � W Z J _ V F- 2 BUFFER DRAWING SHEET 9 OF 16 50' 25' 0 50' 100' SCALE: 1"=100' � t N N I J PROJECT REFERENCE NO. SHEET NO. U-5703 /5 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER dN��.�' �' �d..91�TJ DO NOT I;SE FOR f W qCQU[ ITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 � r � W W _ N W W N O O O O + � N N Q H N I J � W Z J _ V F- � FOR -L- PROFILE SEE SHEET 37 6 � � �O r � w W 2 N W w N 0 0 O 0 + � �' N H � � J � W Z J _ V H � 0 0 � 0 0 + BUFFER DRAWING SHEET 10 OF 16 NC GRID NAD 83 NA 2011 PROJECT REFERENCE NO. SHEET NO. R-5703 /7 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��Il.�' �' �d.aS1�J DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS AL� SIGNATURES COMPLETED 50' 25' 0 50' 100' SCALE: 1"=100' DETAIL 10 SPECIAL LATERAL BASE DITCH �nmro s�oi�7 �.�� < �F,� Ground 3:/ p p.\ ° p F\p`�e� u Min. D= 2 Ft. 6= 2 F. FROM STA. 234+14 —L— TO STA. 242+50 —L— LT DETAIL 30 STANDARD BASE DITCH , �o„o ��a�e, NaNral No�urol Ground 3.� ,�� Graun D Min. �= 2 Ft. � B= 4 Ff. FROM STA. 249+89 —L— TO STA. 250+13 —L— RT Jtt UtIAIL SV G2ASS SWAIE DATA DA= 36.A AC SLOPE= 0.004 FLFT Q2= 43.J CFS V2= 1.8 FPS D2= 2.3 Ff Q10- 59.J CFS VIO= 1.9 FPS D10= 2.6 FT STA. 250+: 00 —L— RT � ALLOWABLE IMPACTS ZONE 1 �\�\\\ ALLOWABLE IMPACTS ZONE 2 � � H W W _ N w W N O 0 O O + � �n N d � N I J I w Z J _ V H < FOR —L— PROFILE SEE SHEET 38 � � MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 GNASS SWALE DAIA GRA55 SWALE UAIA GRASS S�"/ALE OAiA GNASS SWALE UAiA �A= 0.6 AC DA= 0.3 AC DA= 0.2 AC DA= 0.6 AC SLOeE= 0003 FLFT S�OPE= 0003 FLFT SLOPE= 0003 FTFT SLOPE= 001 FTiFT L REQ.= 60 FT L REa.= 30 FT L RE�.= 20 iT L RE4,= 60 FT PkO.= 500 Fi PRO.= 160 FT PRO.= 100 FT L PRO.= 350 FT Q2= 2 CFS Q2= 09 CFS a2= 0.6 CFS Q2= 20 CFS V2= 0.9 FPS V]= 0.8 FPS V2= 0.] FPS V2= 1.6 FPS oi= o.s Fr oz= oa Fr oz= oa Fr oz= os F� pt0= 1.6 CFS Q�O= 1? CFS Q10= 0.8 CFS �i0= 2,6 CFS V10= I.0 FPS V10= 0.9 FPS V10= 0.8 FPS N0= 1 � FPS DiO= 0.5 FT �i0= 0.5 FT OIO= Oa FT �10= 0.5 Fi STA. 267-50 -L- M STA. 269+10 -L- M STA 269 I-10 -L- M STA 270+50 -L- M PROJECT REFERENCE NO. SHEET NO. R-5703 /9 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��Il.�' �' �d.aS1�J DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 11 OF 16 50' 25' 0 50' 100' �� DETAIL 30 STANDARD BASE DITCH �No��o Scole) Nalural NON.oI Ground 3.� � ,�.� Ground D Min. �= i Ft. I g I B= 4 Ft. �� -i FROM STA- 268-47 -L- TO STA.269+50 -L- RT DETAIL 25 LATERAL BASE DITCH � No� io s�oiei ral � Gro�nd 3� p �'� t"F�. Fill Slapc I„ I M'in. D= 2 Ft. �-'� B= 3 F. Mln.6= 5 Ft. FROM STA. 268+54 -L- TO STA. 270+00 -L- LT FROM $TA 272+40 -L- TO $TA. 279+00 -L- LT � � FOR -L- PROFILE SEE SHEET 39 0 N H w w 2 N w W N O O O O + O � N H N I J � W Z J _ V H � � � � M N H W W _ � W �.�..� N O � � �I T N M M H N J � V..� Z J _ V < �, � v N a w 0 E EXEMPT IMPACTS ZONE 1 EXEMPT IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 MITIGABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 � MITIGABLE IMPACTS ZONE 2 O lcl r'1 M1 J \ 50' 25' 0 50' 100' rTl1T� I� � � _ — �i SCALE: 1" =100' \ � \ � \ \ \ \ � pUE �_ UNDERGROUND POWER —pUE- \ �__ ? CONDUIT DIRECTIONAL BORE PUE�P�E �` ' BZ � sZ 2 PUE et z � BZ : � BZ : �� EZ7( P2 \ __—� .__ __.__._ BZ 1 BZ . Z 7—�� dZ � BZ � !` � ' SITE 10 EXP' 8` ` � _____ SB � _ - — ____ . . . . . .- _ . _-_- _ - _ ____ ___.__ - �,c�,� '—' _ �'____— _ _ __ _ . � j _ — a n_ _-__ __- ___ _ ,�' _ /� / ___ __ _ _ _ _.- ____- __ — —_ ,..__ _ _ � , .' _____— .._ _ . \ BZ1 /C.\ \ \ -___- �_:____ __-__ �BZ / ....EXP� ___- BZ2EXP /_B2 �1 /\�� 8.� � — — - - , ,...--- -.__.... -.�222--- � — �--�_—�� —_�—�—�----_;.�—_:_�_� � � ' � ;,_ - 35 � WOODSY ,a � 2GI –L– zc�-A Fs5 68' 24' 05.0" E �''" N "� `" `� `, CL I RIP RAP - � EST 7 TONS �—� EST 15 SY GF � -� �� i / i� — � cu�r -- � � � --� C — C SPEC.LATERAL 2' BASE DITCH SEE DETAIL 10 NANCY MCLAWHORN JONES DB 1316 PC 222 35 DETAIL 8 DETAIL 10 STANDARD BASE DITCH SPECIAL LATERP.S`BASE DITCH �Hoe�o smie� �H �ro � G4ural urol Na�u,al -� F'il� ound 3.� ,�.� c,oun Ground 3.� p p\o��e� Slape D F Min, p= 2 Ft. � � M'in. D= 2 F. B- 2 k. B= 2 Ft. FROM STA.10-.25 -Y7- TO STA.10+66 -Y7- RT FROM STA.328- 07 -L- TO STA.336-: 00 -L- RT 2GI � �� `' –� �-- �— — `4 � � �— �� v SITE 11 i i u / / / � w�� / / . �� :� . / _.. -- �. -- -' . PROJECT REFERENCE NO. SHEET NO. R-5703 24 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �N��Il.�' �' �d.aS1�J DO NOT I;SE FOR i W qCQU[91TION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BUFFER DRAWING SHEET 12 OF 16 0 0 + � v M J I z u- � y BZ Z y' � � - BZ � �� ' SITE 12 �gti � � � � ` , s� � L � � ,s i Y , 1� � '\ ,� �_�/ m N I m §TAND RD 2' BASE DITCH � EST, DDE=65 CY ISEE DETAIL 8 � — � / FOR � /0 �i N ti � W _ W ' 38 = CANDAY FAMILY LlC N DB 1622 PG 472 w W N O 0 v � < 0 � Fs z�i � is � M < � z� is„ tn z�i I J � � V"� Z �– J � C V S � m 2 y O pUE CANDAY FAMII.Y LLC � \ �B 1622 PG 972 38 PROFILE SEE SHEET 41 & 42 RIPARIAN BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) 1 42" RCP 69+64 to 72+03-L-LT X 8705 5636 14341 0 2 ROADWAY/48" RCP 84+g2 to 93+83-L- X 0 38832 25125 63957 2A 66" RCP 26+48 to 28+04-Y1 RPA- X 0 11096 7134 18230 26 TAIL DITCH 12+23 -Y1 LPA- LT X 0 1836 176 2012 3 72" RCP 162+43 to 165+21 -L- X 0 24183 14918 39101 4 ROADWAY 191+61 to 195+58-L-RT X 0 6676 6197 12873 5 TAIL DITCH 2O7+2g to 211+79-L-RT 2459 1330 3789 0 6 BRIDGE 212+g8 to 219+01-L- X 14206 9396 23602 0 7 BRIDGE 221+12 to 223+67-L- X 12254 8005 20259 0 8 48" RCP 249+59 to 250+35-L-RT X 1636 1072 2708 0 9 66" RCP 267+7g to 269+18-L- X 0 18265 12170 30435 10 ROADWAY 333+36 to 341+25 L-LT X 0 1834 13391 15225 11 BRIDGE 341+25 to 342+38-L- X 15878 17820 33698 0 12 ROADWAY 342+58 to 344+63-L-LT X 0 1509 3134 4643 13 54" RCP 351+59 to 352+93 -L- X 0 30072 20827 50899 14 ROADWAY 12+71 to 13+39-Y8LPC-LT X 0 8631 7330 15961 15 72" RCP 15+04 to 17+37 -SERV1- X 0 10625 6170 16795 16 54" RCP 18+43 to 19+71 -Y8RP6- RT X 0 1024 2649 3673 TOTAL: 55,138 43,259 98,397 154,583 119,221 273,804 0.0 0.0 Note: The Overhead Power Lines are shown as Exempt Impacts in the Permit Drawings and are not included in the Impact Summary. Rev. May 2006 Rev. May 2006