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Home My WebLink About20150160 Ver 2_R5023BC_Permit_Drawings_2015-09-17_20150921Hi hWa North Carolina DepartmenY of Transportation "` � �Stormwater „<„�„_,,, Highway Stormwater Program � � �',' STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 41922.3.1 TIP No.: R-50236 County(ies): Onslow Page 1 of 4 General Project Information WBS Element: 41922.3.1 TIP Number: R-5023B Pro'ect T e: Roadwa Widenin Date: 9/17/2015 NCDOT Contact: Robert T. Turnbull Contractor / Desi ner: HNTB North Carolina, P.C. / Ben Hene ar, EI Address: 524 South New Hope Rd. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0435 Email: rturnbull@esinc.cc Email: bhene ar@hntb.com Cit /Town: Jacksonville, NC Count (ies): Onslow River Basin(s): White Oak CAMA County? Yes Wetlands within Project Limits? Yes Pro'ect Descri tion Project Length (lin. miles or feet): 1.9 Miles Surrounding Land Use: Residential / Suburban Pro osed Pro'ect Existin Site Pro�ect Built-U on Area (ac.) 10.5 ac. 7.7 ac. Typical Cross Section Description: -L- 10+00 to 70+50: 3- 12' lanes with paved/grass shoulders and grass ditches. -L- 10+00 to 19+00: 3- 11' lanes w/ grass shoulders and ditches. -L-70+50 to 104+50: 3- 12' lanes with 2' - 6" curb and gutter. -L- 19+00 to 104+50: 2- 11' lanes w/ grass shoulders and ditches. -L1- 14+00 to 28+00: 3- 12' lanes with paved/grass shoulders and grass ditches. -L1-14+00 to 28+00: 2- 11' lanes w/ grass shoulders and ditches. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A Year: N/A Existin : 14000 Year: 2012 General Project Narrative: R-5023B includes the widening of NC 53 (2-lane to 3-lane) from 0.2 miles west of SR 1214 (Foy Lockamy Rd) to SR 1116 (Onslow-Pines Rd) in Onslow County. The project (Description of Minimization of Water also includes widening/improvements at the NC 53 / SR 1109 (Holly Shelter Rd.) intersection. Proposed roadside ditches were designed to meet grass swale criteria (maximum Quality Impacts) 3:1 side slopes). Grass swale data at the permit sites have been provided where applicable. The project also includes the improvement of 2 crossings on jurisdictional streams (greater than 60" pipe conveyance). -Site 1(-L- 34+20): UT to Southwest Creek - The existing t@ 24" RCP (L=46') is to be replaced with a 1@ 66" x 51" CAPA (L=80'). -Site 4(-L- 87+41): UT to Blue Creek - The existing 1@ 4' x 4' RCBC (L=46') is to be replaced with a 1@ 6' x 6' RCBC (L=68'). Waterbod Information Surface Water Body (1): Southwest Creek NCDWR Stream Index No.: 19-17-(0.5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su lemental Classification: Nutrient Sensitive Waters NSW Other Stream Classification: None Im airments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: SA Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Body? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Bod ? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hi�hw�ly North Carolina Department of Transportation StOCrilWOtF'i' Highway Stormwater Program �.I STORMWATER MANAGEMENT PLAN _ °`' (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 41922.3.1 TIP No.: R-50236 Count (ies): Onslow Page 2 of 4 Additional Waterbod Information Surface Water Body (2): Blue Creek NCDWR Stream Index No.: 19-8 NCDWR Surface Water Classification for Water Body Primar Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters NSW) Other Stream Ciassification: None Im airments: None Threatened/Endan ered S ecies? No Comments: NRTR Stream ID: SB, TC, SC, SD Buffer Rules in Effect: N/A Pro"ect Includes Brid e S anning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A Deck Drains Dischar e Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Bod (3): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primar Classification: Su lemental Classification: Other Stream Ciassification: Im airments: Threatened/Endan ered S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer? Deck Drains Discharge Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (4): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Su lemental Classification: Other Stream Ciassification: Impairments: Threatened/Endan ered S ecies? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro'ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Surface Water Body (5): NCDWR Stream Index No.: NCDWR Surface Water Classification for Water Body Primary Classification: Su lemental Classification: Other Stream Classification: Im airments: Threatened/Endangered Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Pro�ect Includes Brid e S annin Water Bod ? Deck Drains Dischar e Over Buffer? Dissi ator Pads Provided in Buffer? Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) Hl� hWa North Carolina Department of Transportation � �StOYY lWc`lt�i � , „ .,,,,, Highway Stormwater Program � ' STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 41922.3.1 TIP No.: R-5023B Count (ies): Onslow Pa e 3 of 4 Swales Stations (Road Projects) Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet or Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w/ No. Coordinates Non-Road) Bod it H:1 H:1 ac ft ft % cfs f s (cfs f s Used Buffer Rules? 7 -L- 27+50 LT (1)Southwest 0.0 4.0 3.0 0.7 70 465 1.80 % 2.3 1.6 3.0 1.8 No No (Site 1) -L- 32+50 LT Creek 7 -L- 27+90 RT (1)Southwest 0.0 4.0 3.0 0.9 90 595 2.30 % 2.8 1.9 3.6 2.0 No No (Site 1) -L- 34+20 RT Creek 7 -L- 34+25 LT (1)Southwest 0.0 3.0 3.0 1.2 120 935 0.77 % 4.0 1.4 5.1 1.5 No No (Site 1) -L- 45+90 LT Creek 7 -L- 34+20 RT (1)Southwest 0.0 4.0 3.0 3.4 340 900 1.09 % 7.5 1.8 9.7 2.0 No No (Site 1) -L- 45+50 RT Creek 9 -L- 45+90 LT (2)Blue 0.0 4.0 3.0 1.5 150 770 0.82 % 4.9 1.5 6.4 1.6 No No (Site 2) -L- 56+50 LT Creek 9 -L- 45+50 RT (2)Blue 0/ 2 4.0 3.0 8.8 880 885 0.70 % 13.1 1.8 17.3 1.9 No No (Site 2) -L- 56+50 RT Creek 9 -L- 58+50 LT (2)Blue 0.0 4.0 3.0 0.9 90 310 0.62 % 3.0 1.2 3.9 1.3 No No (Site 2) -L- 63+00 LT Creek 10 -L- 61+50 RT (2)Blue 0.0 3.0 3.0 1.9 190 195 0.51 % 4.2 1.2 5.4 1.3 No No (Site 3) -L- 64+50 RT Creek 10 -L- 64+60 RT (2)Blue 0.0 3.0 3.0 4.6 460 460 1.29 % 7.6 2.0 10.0 2.2 No No (Site 3) -L- 70+70 RT Creek 21 -L1- 10+00 LT (1)Southwest 0.0 4.0 3.0 4.5 450 765 1.50% 10.2 2.2 11.4 2.3 No No (Site 6) -L1- 18+00 LT Creek Additional Comments Higtlw�ty North Carolina Department of Transportation � Stormwarer <<.�_., Highway Stormwater Program '��' STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 41922.3.1 TIP No.: R-5023B Count ies): Onslow Pa e 4 of 4 Preformed Scour Holes and Energy Dissipators Drainage Pipe/Structure BMP Sheet Station (Road Projects) or Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Coordinates (Non-Road Projects) Water Bod Ty e Ri ra T e (ac) Structure (in) (cfs) (f s) Buffer Rules? 9 -L- 56+60 LT (2)Blue Creek Riprap Apron / Pad Class I 41.0 Pipe 2@ 42" x 29" CAPA 30.0 2.0 N/A 10 -L- 64+56 LT (2)Blue Creek Riprap Apron / Pad Class'B' 9.2 Pipe 1@ 24" RCP 8.0 1.5 N/A 15 -L- 103+00 LT (2)Blue Creek Riprap Apron / Pad Class'B' 15.2 Pipe 1@ 30" RCP 31.0 2.1 N/A 21 -Y9- 13+40 RT i1)Southwest Riprap Apron / Pad Class I 7.2 Pipe 1@ 30" RCP 19.0 1.9 N/A Creek Additional Comments ' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � � t, � � � � aE �f h L- ��[ � Q�i O� Mul s` ��1 � [ i r �., O � � � .. � V W 0 � � � � ., � V � � O V I S�e Sheet 9��A For Index of Sheets Tp \C9L� SITE 6 BEGI11l TIP PROJECT R-5023B -LI- STA.14 + 40.00 E11ID C011lSTR UCTION W —LI— STA. 28 + 00.00 so G>, 9� _ �'sT �� ll' �� lI��%��1I�� IF �JI��1�5 01�lSLO W CO U1�TY ST�ze � �E� s � �� R-5023B � LOCATI011I: IMPROVEMENTS ALONG 11tC 53 FROM WEST OF SR 1109 (HOLLY SHELTER RD.) TO WEST OF BRIDGE OVER SOUTHWEST CREEK A111D WEST OF SR 1214 (FOY—LOCKAMY RD.) TO EAST OF SR 1116 (ONSLOW PINES RD.) SITE 4 TYPE OF WORK GRADI11lG, PAVI11lG, DRAIIIIAGE, £� CULVERT WETLAI�D A1�D STREAM IMPACTS a' U q N W H N 2 r � �� SITE 2 `� r. �, �� i SITE 1 a $UgG N � � rIG 5 : _� 5 ' � ,L, �ti��5 � � �' / BEGIN C0IVSTR UCTI0IV —L— STA. ll + 50.00 n 0 0 � � °a z THIS PROJECT IS 11tOT WITHI11l ANY MU11lICPAL BOUNDARIES. CLEARIIIIG 01V THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD . �, � �� SITE 3 SITE 5 A�KS�� To 1 ^ �3 � �3 �o �' w o �� \ �� END TIP PROIECT R-5023B —L— STA. I04 + 25.00 g�v��.�°m� �u,.��v� DO NOT USE FOR RfW A('QUISITION ��a��,ur�b?v.�t��° ��..�� DO NOT USE FOR CONSTRUCTION PERMIT DRAWING SHEET 1 OF 17 DOCUMENT NOT CONSIDERED FINAL UNLE55 ALL SIGNATURES COMPLETED PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 7 ; � �DENOTES IMPACTS IN RNJ SHEET NO. SURFACE WATER ROADwAY DESIGN HYDRAULICS i ENGINEER ENGINEER i DENOTES TEMPORARY � � IMPACTS IN SURFACE WATER pN�� j M DO NOT I;SE FOR b W qCQU[91TION DENOTES FILL IN ��p�i� ��o �� i � F F WETLAND uo Nor ose ro coNSrnocrioN ; DETAIL D � SPECIAL CUT DITCH i ( Norm scale) � � Front � i Dit<h � Natural �_ p.\ Slope i Gro�nd 3�� p i i i Min. D= 1.0 Ft. i i PROM —L— STA. 34+25 TO STA. 42+00 LT � Z 0 w � � � Q � Q E �O ' H W O 2 � N O � �� _ Z + �,� �,� �� °I � ` M " � � — W Q h1 �� o c ZN J � o = J `` U I " � P E FROM —L— STA. 35+25 TO $TA. 40+00 RT FROM —L— STA.41+50 TO STA.42+00 RT FROM —L— STA. 34+00 TO STA.35+25 RT \SCALE C 1"=30'\ ------�--��_ _1 DETAIL E DETAIL N � DENOTES MECHANIZED SPECIAL CUT DITCH SPECIAL CUT DITCH � CLEARING (Nofto Scale� (NOtto Scale) '—F��^, F`°"' DENOTES HAND p�NTB N � Difch Ditch Nor,,,oi � �J Slope Naw�oi � ti> s��ae CLEARING =^ "`°s Ground 3.� D Gro�nd 7�� p DENOTES EXCAVATION PERMIT DRAWING } Min. D= 1.0 H. } Min. D= lA F. � IN WETLAND SHEET 2 OF �� FROM -L- STA.40+00 TO STA. 41+50 RT FROM -L- STA.34+00 TO STA.34-i-18 LT / •� � •� � � � � � ■ ■ ■ ■ ■ • .� /' N / SPECIAL T—� ��-�-'� F•.. I �CUT DITCH SEE DETAIL N � S I T E 1 =��"�` CUT DITCH sEE oeTA�� o -L- PC Sto. 39+89.43 JURISDICTIONAL -�- PT Sto. q0+53.50 STREAM � � c c c c ---- ----------------------- c c ,5- -------- --------- -----------� — ------ � — ----- c c w - �, ----------- ---- ------- ` � � < 1�' t �5 t ` 75" � 15" 75" PPES W O 15" PPES 15" PPES 15" PPES ` 15" PP` � ` � O GRAU-350 T T T T T T � a e e e e c�, � N O 2� R REMOVE 20'R 20'R EMOVE 20'R 20'R REMOVE 2a R 2 FDPS 20'R REMOVE 20'R 20 R REMOVE 2��R O REMOVE -�... . ...... — - . . _ � . . . -_ O EX PIPE � � EXIST. HW N %l'.. . . 4 .. . �.. � N� 7P � ��4 � „ N _ il � �. � �I _ � � ° W Q EMOVE 7 � 20' R 2d R 2d R 20' R 20' R 20' R 20' R 20' R 2� F�PS 20' R 20' R 20' R 2d R � tn REMOV EMOV EMO REMOVE REMOV �- � Q J 18" PPES .: T 75" PPES y 18" PPES � 18" 78" PPES 7g„ 18" ` ` � 18" 18" 18" PPES �B„ < < ` < < ,5., < N < (� J ---- -- � --- _ _ - --- - --- -- --------- --------- c �------ ��E— - c c c — e, � ----- � � _.— \`� E E��-_ E E5T �Q 5Y PSRM E� EST.14 SY PSRM SPECIAL C � EST.15 SY PSRM CUT DITCH EST. 13 5Y PSRM SEE DETAIL E SPECIA LAT. SPECIAL 11 12 V'-DITC SEE DETAIL CUT DITCH EST. 12 SY PSRM ...� c �� . � . '! . �, � un SEE DEfAIL D �3 q��- � �d 8i6� PG i51 ` �, � �:�0 73 14 i SPECIAL lo CUT DITCH SEE DETAIL D � � o SCALE - - - �` 1" = 30' i_ ` N i � �S � C '; � ' ` P E PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 7 ; � DENOTES IMPACTS IN RNJ SHEET NO. i I,� I � SURFACE WATER ROADNGINDRSIGN HENGINEERS i ' DENOTES TEMPORARY � , � IMPACTS IN SURFACE WATER pN�� j M DO NOT I;SE FOR � b W qCQU[91TION DENOTES FILL IN ��p�i� ��o �� i � F F WETLAND uo Nor ose ro coNSrnocrioN Z O w � 6 � m Q E �o � w o 2 � NO � Z+� � M °I Wa� ZN� J I 2 � J � DETAIL D SPECIAL CUT DITCH (Not10 Scale) � Front Dit<h Natural �_ p'� Slope Gro�nd 3 � D Min. D= 1.0 Ft. FROM —L— STA. 34+25 TO STA. 42+00 LT FROM —L— STA. 35+25 TO $TA. 40+00 RT FROM —L— STA.41+50 TO STA.42+00 RT C -----�; DETAIL C SPECIAL LATERAL 'V' DITCH ( Not to Scale) Nof�rol � d'� � Fill Gro�nd 3.� Slope D Min. D= IA H. ROM —L— STA. 34+00 TO STA. 35+25 R' � CA30\\ �--� - -- � �N SPECIAL T—� "—s`_ � . I F•.. I / CUT DITCH SEE DETAIL N / � JURISDICT IONAL srREAM , \ E I��1■ SITE 1 DETAIL E DETAIL N SPECIAL CUT DITCH SPECIAL CUT DITCH (Nofto Scale� (NOtto Scale) `— From Front Difch Ditch NoNrol � ',y'� Slope Natural �. . ry'� Siope Ground 3.� D Gro�nd 7�� p } Min. D= 1.0 H. } Min. D= lA F. FROM -L- STA.40+00 TO STA. 41+50 RT FROM -L- STA.34+00 TO STA.34-i-18 LT / / �,�-� __-- � l.. GURCANUS SHEPARO, et�-� al �.. � ` ` _______` _ _ _ — — — _ — — — _ — — — — — — — — — — — — — — — — t t ` �5„ t GRAU-350 �s Pres T T T_ T T T ��-, 2a R REMOVE 20' R 20' R EM REMOVE -� � � � - EXIST. HW � 20' R 18" PPES 18„ _ t ------� C � � � 0 � N � : za R za t a„ _t < � E --- =E- EST.14 5Y PSRM � E5T.13 5Y PSRM SCALE 1"=30' �� / SPECIAL CUT DITCH SEE DETAIL D Oy -L- PC Sto.39+89.93 � � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING C�NTB N�3e�9e5�"°NO":o�apsso"asz,EOSZOo � DENOTES EXCAVATION PERMIT DRAWING '" wET�""° SHEET 3 OF 17 •� � •� � � � � � ■ ■ ■ ■ ■ • .. - PT ,�� . ��_��,�� DB 2236-PG 977 � � --------- ---- � � ---------� - ------ - _----C _--__ 15" �1 .�t t ` l5" � — _ t 15" PPES 15" PPES �5„ pp` � 20'R 20'R REMOVE 2�'R 2 FDPS 20'R REMOVE 20-R � 20'R I _� I � � ° �! � �< zo� R zo� a zo R 20� R 2a R 2' FDPS za R zo� R za R za R EMOV EMO REMOVE � REMOV a 18, 15" PPES a ` 18" PPES � 18" 78" PPES 7g�� 78" PPE$ I � < < N -- � --- < u•, < _ ---- ---- _ � �-�� E--------- �,, �------ E-- ----- �� E��_ ESC�( SY PSRM SPECIAL t CUT DITCH EST.15 SY PSRM SEE DETAIL E SPECIAL 11 12 . SEE DEfALL D EST. 12 SY PSRM ... � �.. �. � . � .. J. nt i�n LB 4�S .. -.. ._ ��.5 PG 731 , . .. _._. �4. ,-- ..., » � . v / � 73 SPECIAL — / � cur oircr+ - - --� � . �Gj I 1 � � � SEE DETAIL D i � � —a�' '--8b_/ A •�� ' _ o � ; � s� ` � � —.�i� � .05— =, � `�c? - ---- �__, _.�p / � �- -�.lb.. � � , _ - 52 � . � tl. . � � --- a � � � £� � � — —64' _ I ; . ____"', . . . . . f�G. . _ , � ,'OS'_'� � . .. ' . _ � 52 � � 15" C 15" PPES W O � = O EMOVE ZO'R N O X PIPE � � 7P ; 4 „ � N � � wa Z� _ N = J ___` � I E � 14 � Z O N i K 6 � � C 6 d a W � w W O = O N p O � + 0 a� w� ZN J = J UI H 2 �� DETAIL D $PECIAL CUT DITCH ( Notm scale) — Front oa�n NaNral � d', Slope Grovnd �� p � Min. D= 1.0 Ft. FROM –L– STA. 50+00 TO STA. 57+00 LT FROM –L– STA. 50+00 TO STA. 53+00 RT FROM –Y2– STA 11-F00 TO STA.13+00 RT DETAIL F SPECIAL CUT BASE DITGH � Na� �o s�oie� NNUroI � �Front Gro�nd 3.� ...p A�' Dirch Slope � Min. D= 1.0 Ft. B= 2.0 Ft. FROM —L— STA. 57+00 TO $TA. 57+50 RT n ve R�;or z, PnC�GErr, er o0 DQ 233i PG i85 DETAIL G SPEGIAL CUT BASE DITCH � No� fo smie� Not�ral � �—Front Ground ,�,� 3�' Dikh � Slope � Min. D= 1.0 F}. 8= 2.0 Ft. •� � •� � � � � � � � � � � � .� � � DETAIL H SPECIAL NT BASE DITCH � Nor to scaie� Not�ral � ��—Front Ground ,�,� 3' Ditch � Slope � Min. D= 1.0 Ft. 8= 4.0 Ft. 67'�117��III�71�171] LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND PROIECT REFERENCE NO. SHEET NO. R-5023B 9 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC��1P1L1E lE 1�1L.9\N� DO NOT I;SE FOR � i W qCQU[91TION ll�][b1E1Ld1�AIN ��Y 1P1LAN� DO NOT USE I�O CONSTRUCTION C�NTB N�3�.9°�se�NO�°�a;ss°�as„so9zoo PERMIT DRAWING SHEET 5 OF 17 JURISDICT IONAL TRIBUTARY - SPECIAL CUT BASE DITCH SEE DETAIL F � ` � i / C^� / 1: / � +9 / `� / / y�'/ 99 � / / •�o r,w' � // � �/ i i i i �i O i � C� / � 20 �i O � 1� W O w � _ N O O Z+ �� w� Z N J I = J U� H � PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 9 ; � � DENOTES IMPACTS IN RNJ SHEET NO. I I S . SURFACE WATER ROADNGINDRSIGN HENGINEERS i \ i I ' DENOTES TEMPORARY � � IMPACTS IN SURFACE WATER i _ 49, 1[NC��1P1L1E lE 1F�1L.9\N� � - ' ' \ - DO NOT I;SE FOR b W qCQU[91TION ♦ � I' DENOTES FILL IN ��p�i� ��o �� . � � � . _ - � F F WETLAND uo Nor ose ro coNSrnocrioN i � Z O > � � 6 m U a E � H w w O 2 � --- � N p � Z + �,i �� ° a� w � �� Z N zo ,s J EMOVE 2 � 18" PPE �g 2 � � C � DETAIL D $PECIAL CUT DITCH ( Notm scale) — Front Ditch NaNral � d', Slope Grovnd �� p � Min. D= 1.0 Ft. FROM -L- STA. 50+00 TO STA. 57+00 LT FROM -L- STA. 50+00 TO STA. 53+00 RT FROM -Y2- STA 11-F00 TO STA.13+00 RT DETAIL I STANDARD BASE DITCH � No� ro scaie� NafU�ol Natural Gro d z � ,�.� Gro�n D Min. D= 1.0 Ft. I g I B = 4.0 Ft. ��--�� -L- STA. 56+90 RT I :vNA P. KENNEOY _ I '- C C ,.,. 755 Pr, 5F . DETAIL F SPECIAL CUT BASE DITGH � Na� �o s�oie� NNUroI � �Front Gro�nd 3.� ...p A�' Dirch Slope � Min. D= 1.0 Ft. B= 2.0 Ft. FROM -L- STA. 53+00 TO STA. 54+50 RT FROM -L- STA. 57+00 TO $TA. 57+50 RT DETAIL G SPEGIAL CUT BASE DITCH � No� fo smie� Not�ral � �—Front Ground ,�,� 3�' Dikh � Slope � Min. D= 1.0 F}. 8= 2.0 Ft. ROM -L- STA. 54+50 TO STA. 56+58 RT z � � � s� � JESSE HANSLEY, I � � - DB 3292 PG 120 �. �� " MB 57 PG �23 �` / � / DETAIL H SPECIAL NT BASE DITCH � Nor to scaie� Not�ral � ��—Front Ground ,�,� 3' Ditch � Slope � Min. D= 1.0 Ft. 8= 4.0 Ft. ROM -L- STA. 56+58 TO STA. 57+00 RT � P f� SITE 2 __�� DENOTES MECHANIZED CLEARING � DENOTES HAND p�NTB N�3�,9e�se No. �,ss, "609 � CLEARING � DENOTES EXCAVATION PERMIT DRAWING iN wET�ANO SHEET 6 OF 17 l.r�—__ 1"=30; ' SPECIAL N? DI?CH . . SEE DETAIL D p i r — �E E __ c� C C � � C -----e„ ------- ----------- --- ----------------- -- ---- 15„ ---_____--- 15" ' � . > > � � 18" PPES 15" PPES 15" PPES � �. z� 20' R 2 FDPS REMOVE CAT-1 �� REMOVE 20' R 20' R REMOVE EX. PIPE � _ _. _ . - __. - � _ _. i 2o R � S 2o'R 2o'R GRAU-350 [ �E REMOV �1-�-T-rr_r ...1 1 1 1 ..__j_ . 24" PPES Zp�� > > � ----------- �E� c ---------- � �— ------------ -- � ------- �� E E E — E --------� EST.20 SY PSRM SPECIAL SPECIAL CUT CUT DITCH SPECIAL CUT BASE DITCH SEE DETAI� D BASE �ITCH SEE DETAIL H SEE DE"fAIL G TDE TDE — � 2o R� � 18" PPES 0'Rc � �c --� ` EST.20 5Y PSRM �7 Vk�RIiPt� :":. PAG�C.�� 1 i. C-I 69 ` DQ 233i PG i85 , �� y '___ S6 I s ,' ` SPECIAL CUT BASE DITCH SEE DETAIL F �8 � _ �� •� � •� � � � � � � � � � � � .� - � '�------ 19 . ( JI,A i `.\'.' •, ,.. � DB �35�� PG 566 �5 SPECIAL CUT DITCH SEE DETAIL D I — 2— POT Sto. 10+00.00 STD.BASE DITCH SEE DETAII I 5=0.6% EST.70 Cv DDE '_""' \ i 16 JURISDICT IONAL rRieuraRr - SPECIAL CUT BASE DITCH SEE DETAIL F `I _� � \ nr �, ,5„ O � �, Hw T t�, Q 2'R � > �, � G� CAT-1 ' R HW O �- �� s" W O C w O R l7' R EMOV � N O ;P 7h= � __ �/ � _ �� — � �� ----- �. t �� Z+ � � �� --- w H � ZN J = J U � � � � �, / � � / C^� / 1: / � +9 / � � / � �F,SP'�� / �9 / y�' ` / / '`o Hw' / � /� / / / / �/ O / � c�/ / 20 � PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 10 ; � �DENOTES IMPACTS IN RNJ SHEET NO. SURFACE WATER ROADwAY DESIGN HYDRAULICS i ENGINEER ENGINEER � � M A�TS INE S�FACE WATER i 1[NC��1P1L1E lE 1f�1L.9\N� � DO NOT I;SE FOR b W qCQU[91TION DENOTES FILL IN ��p�i� ��o �� I O F F �n/ETLAND � � DO NOT USE �O CONSTRU(,'T10N DETAIL D SPECIAL CUT DITCH � Not to Scole) — Front Difch Nat�ral � p'� Slope Groond 3.� D Min. D= 1.0 Ft. FROM -L- STA. 58+50 TO STA. 62+50 LT z 0 N w � 16 �� -�- Por sro. ss+a62a = , . —Y2— POT Sto.13+8/.8l l_ANE 7AP' R SPEQAL CUT DITCH SEE DETAIL D J IcliVl.. r��i 's "o 'F RICHARD M�TALLMAN\ et ux na 3s7o Pr, aoo � ~ � C C W � — — — — — — — — — — — — — � -------- W � D1 �'� ` �, `--- 5 — = O :%i o 0 Z -{- 2 �M \ 0.'N � ^ � v � � 20' R� � l7' R �� DETAIL A SPECIAL LATERAL 'V' DITCH ( Nof to Scale� Nat�ral J_ 'S'1 —Fill Gro�nd 3.� Slope D ! � Min. D= 1.0 Pt. DETAIL C SPECIAL LATERAL 'V' DITCH � Nof lo Scale� Not�ral J_ p�� —Fill Gro�nd .7.� Slope D � Min. D= 7.0 Pt. ROM -L- STA. 63+00 TO STA. 65+00 RT FROM -L- STA. 65+00 TO STA. 66+00 R � cyqn�c. r,lnnr,c, �r��_ JURISDICT IONAL T RIBUT ARY �, —L— PT Sto. b4+10.18 esr.,e sv Psam —L— PC Sta.63+59.94 c c 75" PPES — — — — — �5° � — � F � �� — F -- REMOVE 15" PPES ` �� EM VE 20' R zp� R zp- R �, � X. PI � p, R � � W Q ` � N 4� ----- _ ------- p Z �— ---- � N REMOVE b J � EX. FES � vi 20' R 20' R V J �3B \ . ` o F � — — — — — — — — F "� ! y .$g. ' � — — � �2 � � 4 i i . _ , % o�`� � � o � �� B /� F 150' R I � /� �� -Y2- PT S�o.13+69.68 �G\ / / / C � � 23 / � _ /C ( / � REMOVE V EX. FES / -Y2- PC S F�� W, FLOWABLE MATERIAL � � � Q z o) Q E -Y2- Pl Sto /3+30.09 � = 48' 28' 32.5' (LTJ D = 5i /7' 44.8' L = 89.6/' T = 45.02' R = 100.00' RO = SEE PLANS CF = CFF Pl dNC .� ■ ■ ■ ■ ■ .� ..... . ., � DENOTES MECHANIZED CLEARING DENOTES HAND CLEARING �INTB ��e��e��e �o �-�s,4 �'s°a ° � DENOTES EXCAVATION PERMIT DRAWING w WETLAND SHEET 7 OF 17 1PIPE��20' R SITE 3 z2� _� � \ \ F � �\—��' 20 R / io, R zo R _—� 20, R ia R 2a R 2a F EMOV � � � PPES 2GI-D 24" C 55 PIPE �� 75" �5�� END ECTION 18" PPES �f�s 75 ' � _ F � � — F �� F MO E _ REMOVE _ � �� — C —� � ----- -�E _— �E E� \ � � SCALE � 1"=30� v �� \\� , �� O F— W 2i F w O F �� N O � N , ., �20'n NR� � �� Z -+^ N— � _V^ � W � N �� \ °r w � P ZN REMOVE tid Q "J I ,8- U � ----- � E5T.16 SY PSRM J � 24 SPECIAL LAT. SPECIAL LAT. � 'V'-DITCH 'V'-DITCH SEE DETAIL A SEE DETAIL C —L — Pl Sta 63+85.06 � = 0'00'34.0'(LTJ D = 0' 0/' 07.6" L = 5024' T = 25✓2' R = 305.000.00' RO = SEE PLANS PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 10 ; � �DENOTES IMPACTS IN RNJ SHEET NO. SURFACE WATER ROADwAY DESIGN HYDRAULICS i ' � . . � . - ' . ENGINEER ENGINEER i ' � - - 8b�� \ � DENOTES TEMPORARY �- `� �b- -' IMPACTS IN SURFACE WATER � - dNC��1P1L1E lE 1f�1L.9\N� � _ _ �_ � , DO NOT I;SE FOR bW qCQU[91TION _ _ _ _ DENOTES FILL IN ��p�i� ��o �� I O 6"� F F �n/ETLAND � � � � , DO NOT USE I�O CONSTRUCTION � � DENOTES MECHANIZED CLEARING � i � DENOTES HAND }�NTB 34 � � � � DETAIL D i SPECIAL CUT DITCH � � Not to Scole) �— Front Difch i Nat�ral � p'� Slope Groond 3.� i D i i Min. D= 1.0 Ft. i i i FROM -L- STA. 58+50 TO STA. 62+50 LT CLEARING �� a�e��e �o �-�s,4 �'s°a � DENOTES EXCAVATION PERMIT DRAWING w WETLAND SHEET 8 OF 17 i FROM -L- STA. 63+00 TO STA. 65+00 RT FROM -L- STA. 65+00 TO STA. 66+00 RT y- i o i i � � ' �p5 , i 16 � �� - � �aN ; s � �� JURISDICTIONAL I � I � - '� �' — r TRIBUTARY � o � � i , '� � _ 21 SITE 3 � _ �_ � _05_ �� i � .. I ' _' . 7 PG � z -L- POT Sta.58+4624 = _ ; ° -Y2- POT Sto.13+8/.8l � z2� I w V CyA�J� �,1f;A�C, IN�. i a' l_ANE 7APcR SPEQAL �� - i SEE DET�A'ILCD RICHARD M. TALLMAN. -L- PT Sto. b4+10.18 i � 3" i'i v i.,. --. �; ! �� 3 e� P� �a� esT.,e sv PseM -L- PC Sta. 63+59.94 � � I Q` O . , E � � ; H c � �yJ � ------------- � � C C C C �' F ts _— W ----------- — i W O °i / �� ` �^ ` tS' —�-� l5" t5"`ES ----- 1S' --` __ F `_`_ F —_—�F � � j �\ F F s�i F Q i F i w i N EMO REMOVE REMOVE 15" PPES �� EM VE EMOV � w \\�-- / �� I � O � � 20' R p' R 20� R 20' H Zp- R X. PI 20' R � 2(J' n��0" /? N O O �� R l5' R 20' R �' R EX. PIPE 20" R O ' Z+ = i Z+ I � m N �J � � � .J ; �� -- N7P l'4 N � i — � � W Q .. ` � N . . . .. � __ ' � . � � G� w Q I � — _ � _ _ — — — — — _ — _ — _ — � � N REMOVE b ld R�� Z N i J EX. FES �� 20' R 20' R 2a R 10' R EMOV 20 R �� 20 R 2GI-D ,2d R 20' R ti P0. J � 1 PPES 24" C 55 PIPE y � � �5�� 18" PPES REMOVE i = I � .. _ � .. .9 _ c. F I 75„ � � F � \ _ 15" END ECTION O = J + u � v J 3. � _ i3 -- -------F �N[5 � � I % � /�� i F ��\ F MO\ E REMOVE 18,. i � x�2 .� /�� 4 .- ,------ —,.- C __ �� -- C --_-- I Q /, ,.. /�/ O�� ,., i �—.—_--- ~ � E E � i �� ,8" / F i50' R , — , � oj o / I �� i -Y2- PT Sb. /3+69.68 - i \�q /� /� � E5T.16 SY PSRM � / 24 i / i � / 23 ' � / i / �� C SPEGAL LAT. SPECIAL LAT. i - � 'V'-DITCH i / ( REMOVE C '�'-DITCH i C V EX.FES SEE DETAIL A SEE DETAIL C � / -Y2- PC Svo.12+85.07 60' 0' 60' � E � � F�owne�e SCALE: I"= 60' _ �� i MATERIAL � .. � � � � � i � � i \ i � \�� i ; � A ' � �� SCALE � � �� m zo) �,`' ;� �1"=30� � � � �' -r2- � � �� _ � � w � ° Pl Sto /3+30.09 ',, � h � Pl Sta 63+85.06 I E �= 48' 28' 32.5' (LTJ i \��_ - ' a D= 5i17'44.8' I �= 0'00'34.0'(LTJ ; � L= 89.6P D= 0' 0/' 07.6' ; T= 45.02' � L= 5024' ; �� R = 100.00' � � - � , , T = 25✓2' � N� RO = SEE PLANS R= 305.000.00' ; �°� cF - cFF ai ani� RO = SEE PLANS � �� '------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 6 � PROIECT REFERENCE NO. SHEET NO. � R-5023B 13 � � � z 0 N i K • \ '_ O � O W � W � N + w N Z� J � = N V �J � —Yb— Pl Sto 10+55.04 p = 3° 45' 17.6" (RT J D = 8' //' 06.4" L = 45.87' T = 22.95' R = 700.00' RO = SEE PLANS SE = SEE PLANS LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER � DENOTES FILL IN WETLAND DENOTES MECHANIZED ��."� *'" # CLEARING � DENOTES HAND CLEARING f.��i�!i�� DENOTES EXCAVATION IN WETLAND •• DETAIL K �"°��° SCO1e� CULVERT CHANNEL IMPROVEMENTS (UPSTREAM) Nofurol Noturol �ro�od �q,p p JP�� roor,d Coir Fiber Matiing Coir Fiber Motting w/Seed Mix VAR. 6' TO w/Seed Mix D= Vpries EST.20 CY EXCAVATION (To Top of Bonk) EST. 25 SY SY MATTING DETAI L I � "°� `° 5ca1e� CULVERT CHANNEL IMPROVEMENTS (DOWNSTREAM) Na}urol Noturol Ground �'9Q p �IP�' Ground 1.5' Min. Class I Ripmp VAR.6'TO D= Vories E5T.18 CY EXCAVATION (To Top of 8ank) EST. 16 TONS CLA55 I RIPRAP EST.23 SY GEOTEXTILE FABRIC RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC��1P1L1E lE 1�1Lt�N� DO NOT I;SE FOR i W qCQU[91TION 1�1[b1E1Ld1�AIN ��Y 1P1LAN� DO NOT USE I�O CONSTRUCTION � �INTB A��a,9°s5eo��n°��ASSd�asz,s�yzoo PERMIT DRAWING SHEET 9 OF 17 � JASON M.MCCALL � OB 2051PG 505 MB 44 PG 199 �/ � � O 1� O W � W � N �' O w p� Z J � = N Q J < I 6 � PROIECT REFERENCE NO. SHEET NO. � R-5023B 13 � � i i i � � —Yb— � PI Sto 10+55.04 � p = 3° 45' 17.6" !RT J � D = 8' //' 06.4" � L = 45.87' T = 22.95' � R = 700.00' � RO = SEE PLANS � SE = SEE PLANS � Z O N i K � � m c� a E • \ '_ O � O W � W � N + w N Z� J � = N V �J � LEGEND �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURPACE WATER � DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING Y,�i�!i�!F/.i DENOTES EXCAVATION IN WPTI ANII RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC��1P1L1E lE 1�1L.9\N� � Not to $cole� ( Not fo Scale) DO NOT I;SE FOR i W qCQU[91TION DETAIL K DETAIL I ��p�i� ��p �� I.{� CULVERT CHANNEL IMPROVEMENTS CULVERT CHANNEL IMPROVEMENTS DO NOT ose ro coNSrnocrioN � � (UPSTREAM) (DOWNSTREAM) Nofurol Noturol �ro�od �q,p p JP�� roor,d Coir Fiber Matiing Coir Fiber Motting w/Seed Mix VAR. 6' TO w/Seed Mix D= Vpries EST.20 CY EXCAVATION (To Top of Bonk) EST. 25 SY SY MATTING Na}urol Noturol Ground �'9Q p �IP�' Ground 1.5' Min. Class I Ripmp VAR.6'TO D= Vories E5T.18 CY EXCAVATION (To Top of 8ank) EST. 16 TONS CLA55 I RIPRAP EST.23 SY GEOTEXTILE FABRIC � �INTB A��a,9°s5eo��n°��ASSd�asz,s�yzoo PERMIT DRAWING SHEET 10 OF 17 � JASON M.MCCALL � OB 2051PG 505 MB 44 PG 199 �/ � � O 1� O W � W � N �' O w p� Z J � = N Q J < I 80 60 1"=20' HORIZONTAL _. . _ 1"=4' VERTICAL - ::::::: _... ..__ ..... ......... ......._. ....._... ;�...... ; ;. . ; ; ; - -- ::: I,.. ;.... _ _ - - ::: L: . ... . .... .... ...... . ... ... . .... .... .... ..... _ I . _ ._.. _... .... � . . . ... . . . . . . .. ... . . . . . . . . .... . . ... . . . . . . . I..-... . . . .. ...... ... .......... ......... .......... .......... .......... ......... ......... ........... ..._....... 40 20 0 � I I�_I I I I; I I'� ■ � � � � I R-5023B - 20 40 60 80 PERMIT DRAWING �- ,— SHEET 11 OF 17 � II I I I I I I I I I I I I I I I I I I I I I I I la��-N-a-I-� ��a �N��+�-r I IJ�� . . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIE@EeE�eE�E�ee9eE`e':ee:�e�eEeee�:e`e':e:��e�Ee'e'::3eE`e':�:E�e@�e��e'm'::E�:�eeeeE�eE�eET9eEee��"�e��»��e��»��e� I::::::::: .� �� .� .::::':': ::':"::: :':::::' ::::":::C .: :::::: :::::::: :::::: :d::::::::: :::::::::: :::::::oIB: :: :d::::::::::::�::::::� ::::::::::::::::::' C CC: .:::. C:CT.CCI OCC.CCCC:C�.CCCC:CCCCCC::CCC :C.CT.pCCCCCC: CI C::CCCCCCOCCT.CCiC�CC:CCQO�CCaC »>CaC »>CCaC C . .. C�::■C'.C:: �.C'.:::� �C.::.�..C.::: ::: .�.EC.::.T C. C�.�.�C.:::::.C.0 Si�T�ee':� e'.� C �C �C � � �C ' '" C.C::ECCC::� :C::::�CEC::.yC:C::C.T. C:C.T.CC:�:.�C C:C C..y.�CC�.� :CCC 1»>C�C _-�--��---�� uo��m�uuoo��uu�eu�uu�uue_o��m��uu��o�� 46 44 42 40 38 36 34 32 30 , . .. .. . . .. r . r� �.i�i ii� �i iii i ii.i �ii ii.i �ii �i�.ii ii.i �ii ii�i� i i �i i �.i�ii i� _ GP ELEV. = 42.40' � , '� '� '� = SKEW = 122° � ��', . _ �= 6s� ; � �, � �, � � �,I II I � � �I ', , � �' � I� �� , �� , � �, 46 � - ' � � �, I � � �__ �_ � � � �- -�-�_ i_ III �, ___�_ � ' — — , _ , - , - --- - -- J_� --- ____ _ _ _ _ � - '- , - � J � , � � � -r � --'--� � I r � � � �� _ _ __ __ � � � �� ' � �� '� � �� '� � ��'�� . - ---- ---- - --- � �_ --- -� _ , � . ; �� : �: � -�. , _ _ , , . - , 44 , ; i '� � � � �� '� � � � '� .. _ � . � � � � � � � � � __ _-, , ___ ____ _ - - , --- � � � � � � _ 100 YEAR W. . ELEV. = 41.0' - - - - - - � � � : 2:1 (NORMAL) � � � � � �, � 2:1 (NORMAL) � � � � � � ' � "'� �' 42 �� • EXISTING LEFT I ' ' ' .. .. _. � �'� � � � � ___—t---___ � � � � �' � — — �-- � —� TOP OF BANK - i � _ . � : . # - J . . . I \ � � .� �� I . . — � � \ 'i '�il i-. 'i' �i ._. , �. �. �. � ._ i �' �.i i �.i �.'i : �. , . � ' -----------�----�'- __ _ '-_.._._.._._ .._— '.___ -. ,... �.. � 4� 1 NORMAL W.S. ELEV. = 35.6' • �--------------- ___ — -- , � � � ��'�� ------- -- _— �— .. � � _____ y � — ,___-- , ._....._.._ , .. i ; � � �� - - - _ - ,..,. i _ .•' � , , , .. . .._ _ 38 � � � , ._ �<�� , i � � � � � , , �-.._.._ - : __ _-_ _ _._ _ .._.._.._.._.._.._.._.._.._. . . '_--'' � - - - — E OPTOF BA KHT � � , , � � '� -�� I I , I I 11 - - - ._ -- -- ,' �-- ' � � - � i I 1 ' � � � �� ' , � � � " � J '�I � ;- 1 � , , � � - , ' � � -� � ---- , � „ , , I � '� , 36 , . ___ - ' '''' '' '' ';' ''' ' �' �'' ' �' �'' , � -�_ , �, �, __ _ _-- ', ' � - � _ ,�� : � ; . �_ � �� i- - ----------------- ---'I _�.��_i � � J LII ! �_�. � R@ �X4' RCBCNG---------- � II� � � � 34 � , � �� . _ , �-______ _� � � �� _ _ _ _ __ _ - S -0.2941 °/a ! � , , � � �� -- =-- — ELEV. 33.40' ! -_-_� INVERT OUT = 33.30' - _ 32 � INVERT IN = 33.50' 1, � (BURY INV. 1.0' MW.) ' (BURY INV. 1.0' MIN.) ; �� i � � � �� ','� ; -'-' � -, , , -' '- '- . _ : � r EXISTING STREAM BED � - _ ��'�=I '�� 30 �-� � � �_'� _ m e�� , �� '� �� . . . 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SHEET NO. � LEGEN D R-5023B 15 ' � � DENOTES IMPACTS IN RNJ SHEET NO. � � � Z 0 N i K � � � Q �l Q E � r � � � W � W 0 N + � W � Z J � = N Q J � I � r DETAIL L TOE PROTECTION ( Nor �o Scale) �\o�e� oi Qe Natuml..�� •y�?F\\S\o Groond dJ_ � PSRM d = 1.0 Ft. DI / � /f i `., .� ■ ■ ■ ■ ■ .� ■ ■ ■ ■ ■ � .� SITE 5 SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER F F DENOTES FILL IN WETLAND � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND � ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER dNC��1P1L1E lE 1�1L.9\N� DO NOT I;SE FOR i W qCQU[91TION ll�][b1E1Ld1�AIN ��Y 1P1LAN� DO NOT USE I�O CONSTRUCTION �INTB ��eE9°�se��=�°��ns=��sz�sa5zoa PERMIT DRAWING SHEET 12 OF 17 \,.-tryaw.a _, ;,u � w_�,>ttc , DO i7i5 PG 925 � � DB 1313 PG 560 N.s'., �� . � � '\ PROIECT REFERENCE NO. SHEET NO. � LEGEN D R-5023B 15 ; � �DENOTES IMPACTS IN RNJ SHEET NO. SURFACE WATER ROADwAY DESIGN HYDRAULICS i ... . . ENGINEER ENGINEER � � M A�TS INE 5�FACE WATER � dNC��1P1L1E lE 1�1L.9\N� � O / DO NOT I;SE FOR b W qCQU[91TION DENOTES FILL IN ��p�i� ��o �� O 60' 0' 60' F F WETV,ND DO NOT USE �O CONSTRU(,'T10N � Z 0 N i K � � � � �l Q E � r � � � W � W 0 N + � W � Z J � = N Q J � I r DETAIL L TOE PROTECTION ( Nor �o Scale) �\o�e� oi Qe Natuml..�� •y�?F\\S\o Groond dJ_ � PSRM d = 1.0 Ft. / f SCALE:I"= 60' SITE 5 � DENOTES MECHANIZED CLEARING � DENOTES HAND CLEARING � DENOTES EXCAVATION IN WETLAND � �INTB ��eE9°�se��=�°��ns=��sz�sa5zoa PERMIT DRAWING SHEET 13 OF 17 � _.. trcrctc —� � .. � \ .. .. DB 1313 PG 525 .. .'""__'.c�V' ___ , OB �7i5 PG 9 � 60 � e-� __ . _ . � 3-i�` �r ---' . � ; �� . I ' (.� � � •.35, \ 45 . .. . . O_�_�_ _S�� lO� PROJ. REFERENCE NO. �_�_�_�_�_� R-5023B 50 40 30 20 10 0 10 20 30 40 50 PERMIT DRAWIN G 1 "=10' HORIZONTAL �, � : . - , I , �. �� , . I � _, ,�, - SHEET 16 OF 17 1"=10' VERTICAL � _. _ i � I _ _ - �_'�_=I � _ I L 1- 16+50. 00 _ _ -- - - - -- ' �� _ i WETLAND CROSS SECTIONS - _ �_ - ; ; � i �� ) , - - I .__ � i � __ 3' _.--- - �� , � ', SITE 6 � � - ' m , iliiiilll. , �lii � , II ; , , - . . -- , �: . -- - - 45 , � . � ! ,! . � __ m , ; Q.04� _ ___ _ . , _ -- 0.040 , � �_� p p��1 � 1=� - - � _-' 40 ao I --------- � ------- � 3: � , _ _ _ _ _ _ _ _ , _ _ 4 .� ; . p ,,- i � --- - - - . � � ------------3-- � I , , �____ � � . � , , � � ------ -------------------- i' i . . 35 35 , 36.O1 _- ,' � � _ _ _ _ � ,, --_ __._ . _ --� _ __ _ _ � _;- - _�_�- � � = ' � �- �—'� ---- - ;- �--- - �—�- _----- � � ,_,, _ _ 30 - - ,-- -,- � �� , ��.�� , � - � , _� i -- _ �i �_ � _�.{--'� -� '� - -.�_ �_ _� � --- — — — — — ___ ____ -- -� -L1- 17+00.00 �''� - - - - - - �� _ -L1- - ' � � � � � � � � � � � ''� ' - �i ) I � , --- -- -- -- -- — - --- - - � �� ---- ----- ---- - -- ---- ---- ---- — _ - j - �',I � I, I I, , 45 '.� � I-i , . _ I � � '� ' '�� ' __ ---y- __-- - j ', , , , , - __ _. _ _- - _ - � � , _ � m _ , ,� �� ,� - � - - - 0.040 � 0.040 � .'� ao , � �.'` ---------r-------- \\ � � �/ ! �� : � � i �� ------- ------------ -----___ � -- -- � . - � 35 3 � _ � � -- -- _ �`— � . _._. _ _ _ ------ --�_� � � � I � }_ ,� _ _ _._.. � _�- _ . � �_ � � I �_ �� . . . . . :_.. . . .. . `2 ri � 7 .:. . . . . . , . . . .-_�._ . �. � I= � �. � �: � �. . � � . �. . . . . ...: . . 30 _ , 40 {,, , 35 ; : , :: L � 30 L : � �� t . �� 1 x �� - 25- L E,� � ,� T� � �' --' �s Q �z �,� �w �,� , � .� m.......... ��.....�.......... �:��:::::::::: � iu��uu��■ IY��W�� :e��e�e�s�vae� �_m.......... �_.__.......... �.......�.......... �__.......... �.......W.......... _ -. _ . WETLANDS CONTINUE s� : 45 OFF SHEET _ _ � - 40 -- ' - --- - - : , „,�� -------------------- 35 -- --- ---- - --_ _ --- --- 30 _ � � � - ____-- 50 40 30 20 10 0 10 20 30 40 50 40 35 30 25 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -L- 34+20 1@ 66" x 51 " CAPA / Roadway < 0.01 < 0.01 40 15 1 -L- 34+20 Bank Stabilization 15 10 2 -L- 56+60 2@ 42" X 29" CAPA / Roadway < 0.01 2 -L- 56+60 Dissipator Pad < 0.01 < 0.01 3 -L- 64+56 1@ 24" RCP / Roadway < 0.01 3 -L- 64+56 Dissipator Pad < 0.01 < 0.01 4 -L- 87+40 1@ 6' X 6' RCBC 42 17 4 -L- 87+40 Bank Stabilization 11 10 5 -L- 102+15 TO 103+25 1@ 30" RCP / Roadway 0.02 5 -L- 103+25 Dissipator Pad < 0.01 < 0.01 6 -L1- 15+75 TO 17+60 Roadway / Ditch Cleanout 0.03 0.08 0.04 6 -Y9- 13+40 30" RCP / Roadway 12 6 -Y9- 13+40 Dissipator Pad 11 12 TOTALS*: 0.03 0.08 0.04 0.04 < 0.01 131 64 0 *Rounded totals are sum of actual impacts NOTES: Total Wetland Impacts : Fill = 1474 sf , Excavation = 3512 sf, Mech. Clearing = 1641 sf Stream Impacts shown in permit drawings include Jurisdictional Tributaries (Sites 2, 3, & 5) and Jurisdictional Streams (Sites 1, 4, and 6). Project Total Jurisdicitonal Tributary Permanent Impacts = 1421 sf Project Total Jurisdicitonal Tributary Temp. Impacts = 231 sf Project Total Jurisdicitonal Stream Permanent Impacts = 131 ft Project Total Jurisdicitonal Stream Temp Impacts = 64 ft Revised 2013 10 24