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Home My WebLink About20161028 Ver 1_780248_hyd_prm_wet_package revised_20161026��, , North Carolina Department of Transportation `;\ 1 li�;h��ra� 1 S l [�1`117'�'►�d tPi` I ..,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.7.R.103 TIP No.: SF-780248 County(ies): Rockingham Page 1 of 1 General Project Information WBS Element: 17BP.7.R.103 TIP Number: SF-780248 Project Type: Other Date: 8/31/2016 NCDOT Contact: Matthew Lauffer, PE Contractor / Designer: Fuh, David, PE Address: NCDOT Hydraulics Unit Address: ICA Engineering, Inc. 1590 Mail Services Unit 5121 Kingdom Way, Suite 100 Raleigh, NC 27560 Raleigh, NC 27607 Phone: (919) 707-6703 Phone: (919) 900-1612 Email: mslauffer@ncdot.gov Email: david.fuh@hdrinc.com City/Town: Reidsville County(ies): Rockingham River Basin(s): Roanoke CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.09 Surrounding Land Use: Wooded; Low Residential Proposed Project Existing Site Project Built-Upon Area (ac.) 0.4 ac. 0.4 ac. Typical Cross Section Description: Camp Dan Valley Road (SR 2009): 2 paved lanes (total 20' wide), 4' shoulder on each Camp Dan Valley Road (SR 2009): open shoulder section, 2 paved lane (total 20' side (7' with guardrail). First 2' of shoulder is paved. wide); Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1440 Year: 2025 Existing: 720 Year: 2011 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to replace Rockingham County Bridge #780248 on Camp Dan Valley Road (SR 2009) over Carroll (Description of Minimization of Water Creek. The existing structure is a single-span bridge (1 @25'6") and is timber deck on I-beams supported by timber caps, piles, and bulkheads. The proposed structure is a 2@ Quality Impacts) 10'x9' Reinforced Concrete Box Culvert (RCBC). This structure has been designed to have as little environmental and surface water impacts as possible. Channel improvements were made for the proposed RCBC design. Excavation was kept to a minimum to produce as little impact as possible. Where excavation is necessary, geotextile and rip-rap were utilized for bank stabilization in an attempt to reduce stream bank erosion. Floodplain benches with coir fiber matting will be installed at upstream and downstream of the culvert. A low flow barrel on the south side of the culvert was designed to match the stream width to maintain the normal flow width, depth and velocity of the stream. This will maintain sediment transport to provide a stable stream during bankfull discharge. The barrel invert will be a minimum of 1' below the stream bed to consider fish passage. 1' high sills will be installed at upstream and downstream face of the low flow barrel. A high flow barrel on the north side of the culvert will provide flood conveyance during high flow storm events. This will reduce shear stress on the stream bottom. 2' high sills will be installed at upstream and downstream face of the high flow barrel. The NE quadrant does not have any existing roadside ditches. The SE quadrant has an existing roadside ditch that has outlet at the existing 11' gravel driveway with sheet flow through a wooded area before entering the stream. There is an existing roadside ditch in the SW quadrant, which is being replaced by a special cut'V' ditch lined with Class B rip-rap. The slope of this ditch is 19.7°/o and grass lined ditch will not provide stability. Class B rip-rap is required to prevent erosion. The proposed ditch has outlet into the stream with a non-erosive velocity. There is an existing roadside ditch in the NW quadrant that outlets into the stream with a non-erosive velocity. The existing road has two paved lanes (total 20' wide). The proposed road has two paved lanes with 2' paved shoulder on each side (total 24' wide). The increases in impervious areas and stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required. Waterbody Information Surface Water Body (1): Carroll Creek NCDWR Stream Index No.: 22-48-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (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) • � � V W � O � � � � DESIGN DATA ADT 2011 = 720 ADT 2025 = 1440 V = 45 MPH SUB REGIONAL TIER LOCAL � ' I � . �� " I � I : (�) I � \ (�) I'� " I � I-I � � �� I'� (�> I . I \ . •� 11�1 ��l�l(�)\ (�)l� 1-I I� � I-I �`�.�� 1"� R O CI�II�GHAM CO U1�T Y E TO ASHLEY LOOP LOCATION: BRIDGE NO. 248 OVER CARROLL CREEK ON SR 2009 (CAMP DAN VALLEY ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT \'�' �II •� 1,� 1 •l \' ` SR . � , , .: , �� I, I:� I" .,. I'; . I il� ,-, I�- �+-r� -� Nqp � �N'4 2011 TO wENTWORTH ST. WETLAND AND SURFACE WATER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.081 MILES LENGTH STRUCTURE TIP PROJECT = 0.004 MILES TOTAL LENGTH TIP PROJECT = 0.085 MILES Prepa�ed ln the Office of Hatch ,�olt �acDonald for DIVISION 7 NORTH CAROLINA DEP.9RTMENT OF TRANSPORTRTION 20/2 STANDARD SPECI!%ICAT70NS TIM A�JORDAN R PE LETTLNG DATE: DAVID FUH PE HYDRAULICS ENGfNEER NCDOT CONTACT.• TIM POWERS, PE ONfSION BRIDGE PROGRAM MANAGER ROADWAY DESIGN ENGINEER r.�. 7GNA7URE: HYDRAULICS ENGINEER GLI PERMIT DRAWING SHEET 1 OF 7 PLANS PREPARED BY: M PO Box 700 Fuquay-Vorina, NC 27526 (919)552-2253 MOTT (919) 552-2254 �Fox) MACDONALD www.mottma�.<om LICENSE NO. F-0669 �� 512L Kiogdom Way, Suite lU0 r.ai�;�i,, nc z�co� �„��=�ee��: F-o;� Engineering � MARTHA DRAPQt ONiJES WESLEY LEE DRAPER & JOSEPH C. DRAPER DETAIL A TOE PROTECTION �Notlo Smle) F ti� �((E� s�oee caouNo d F� d- 1 F. cEarEa�aE Type of Liner= CLASS B RIP RAP -L- STA.73-85 TO 14+65 LT DETAIL B SPECIAL CUT DITCH � N ��o Scole� F,o�� nch ural 1� � c�a��a ?i p E�oe� sioce d Geo�ex�ile M'in. D= 1 Ft. Type afLiner� CLA55 B RIP RAP Mox.d= 1 Ft. -L- STA. 13+15 TO 14+00 RT 77� � 760 � � 0 � 3 750 � v S � 740 N O W �3 730 0 E 72� V "� �� 7�� Z � �a w w � Z _ p w "O �oo �a= PU 1� WETLAND AND SURFACE WATER IMPACTS PERMIT / 0 � / CANDACE S. BURNETIE BANK STABILIZATION 7� L 30 \ 30 LF OF OUTLET TOE PROTECTION /GLA55 II RIP RAP ON CHANNEL IMPROVEMENT SEE DETAIL A FLOOD BENCH BORDER EST. 100 TONS CL II RIP RAP EST. 25 TONS RIP RAP EST. 10 TONS RIP RAP EST. 100 SY GEOTEXTILE E5T.55 SY GEOTE%TILE E5T.10 SY GEOTEXTILE tJ03 +� E D PROJECT � -L- POC Sta.l5f SITE 1 r\� a ,� /S ��B ° � :��i`ti _ . . �* `:, �a �' I � � -L- POT -- --A-- - - - _ -�.Y � Fro asr�itr �ooP — ---- S ll'OY 35.3' E F IS' RCP 15' RCP RETAIN RETAIN 1 � � 1 p p �POE .. -' " " .. . . I�\ \ �RETAIN V�jpp[$�Y T�OCTHE TREAM . �A� �� Q10=3.5 cfs �0 V10=0.6 fps (NON-E SI E) WOODS � ` \` � ��'p,� BANK STABILIZATION -L- PC a. 11t22.49 �1-29 30 LF Of OUTLET CHANNELIMPROVEMENT EST. 50 TONS CL II RIP RAP FANNIE L DAMERON esr. so svi ceorexrue 1 O3 \ / LEON HYLER & �C IJNDA J. HYLER "aE �+' 'Pa` V10 0.6 fps (NON-ER I�Y_ P .�O.) L OD ( \' B-I SPECIAL CUT DITCH y SEE DETAIL B ES1.30 TON$ RIP RAP EST.60 SY GEOTE%TIL �S � . CLA55 II RIP RAP ON FLOOD BENCH BORDER EST.10 TONS RIP RAP �(tEEs EST. 70 SY GEOTEXTILE cM� m . O VIRGINIA BRANTLEY SEE ENLARGED / AREA ON NEXT SHEET ��s�� Y ��s V'V' �� END vvnicrT — � — STA END GRADE — STA. 14+50.( EL = 745.18 r s.00 25' i' VE // V G 7�• � i k1�� 6�°� � h^�� x� �0� 6/ �°�'r 10 11 12 � �m � 4' RCBC x + � U M �- . i- F G n �y I W F+o aiw � N d �r N �� Z � W � J m � 41 13 14 � m � n W w �V000s �;- _i LEY RO � ' � ' �ul �AI � � � � ' l0'4N 26�' E ro cMIP Ro � GRASS 1 _ L DONALD R. WIWAMS dc BONNYE M. WIWAMS j�, PROJECT REfERENCE SHEET NO. I II � �� 178PROADNGINE RSIGNGHAM 248 NENGINEERS 11 �� Nq p 8 Nq 2� DAN VALLEY BAPTiST ASSOCIAl10N, INC MOTf MACDONALD 18 E, LLC I LICENSE NO. F-06fi9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALl SIGNATURES COMPLETED repare n t e Office of: M MPo a MM�oNA1D ��quoy-Vamfoccom ��53fi 1 �� !\ Engineering VERTICAL SCALE HORIZONTAL SCALE �' � 4 �' �P' z5' � 0 z5' "�"' �T� Ii7i7�i �T PERMIT DRAWING SHEET 2 OF 7 GLIS! ClASS IIRIP RqP Wi CULVERT BURIED CLnSS IIRIP RAP cwrexrue oN Fi000 �, z� rHick w BENCH BORDER W- BnCKFIIL WITH GEOTEXrILE �TTP� � ]:i SLOPE IiYP.I NAT VE MA RI � PER ISPEC. T � Coix Fia � � uanINGE In'P.� ?.� �� SILLS BACKFILL WITN�k 1'�� E%CAVATION=35 <Y pATIVE MATERIAL 1' SIIL ER SPEC.�TYP.) CLASS II RIP RAP W/ NOTE: FOR CUT CONDITION, USE GEOTEX�ILE ON FLO00 C1A55 It RIP RAP FLOOD BENCH 6ENCH BOR�ER % BOR�ER WIiH NATURAL GROUNp ]�.I SLOPE �iYP.I <OVERf� WITN COIR FIBER MAT INLET CHANNEL iNsioe soxoea. iH a wNoinoN, "oTE: (LOOKING DOWNSTREAM) �sE «^�� R�P �^P � m�ESNL�E BiJJo�OUE�EfAONLY SCALE 1" =1O' ThROUGHOUT WITH NATNE BED ( 1 Mnrereini FuuNe r e voios oH ror cuss u xiP xnr wi GfOTE%TIIE ON FLOOD C1A55 II RIP RAP BENCH BORDER W 2'THICK W � SLOPE IT�v.� GEOiEXtILE �TTP.� COIR FIBER � �MATfING �ttP.) � z.��/ � M1,� - � �EXCAVqTION=100 CY l' SILLS BACKFILL WITH i' SILL NATNE MATERIAL PEIt SPEC. �ttP.) '- ' CU�L^VERT BURIE� OUTLET CHANNEL c""" ""�" NATIVE MATERIAL LSETO BE LOCATED AT (LOOKING DOWNSTREAM) PER SPEC. 0 ourieroNir SCALE 1" =10' LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER 15 16 17 18 19 20 21 7%0 760 750 740 730 720 710 7�� ///- PROJECT REfERENCE SHEET NO. \'� �p � � � � � � 17BPROP.�NGINE RSIGNGHAM 248 NENGINEERS WETLAND AND SURFACE WATER IMPACTS PERMIT �Jd �1 � � A A A I 1 � � �I 1 � 1 � A i'- � A V '� �� 1 1 V �� V �� - __-- --�- �� '7A�-- � --� � �� `� �� 1 I l .��-- � \ \ 1 I I � 1 1 � 1 \ � \ \ \ I 1 \ \ � � �� \ \ \ 1 � � I � � � 1 1 ` 1 � \ \ \ � \V 1 \ � � � �� \ \\ ��90� -----�-� '� � �� \� � �\ �� NAp ' l ��/ \ \ 1 I I � � � \ � \ � \ � � \ \\ ___ ��S BU ��` �� 8 /Vq��t �-----�-- 1 I � I I I 1� 1 I 1 � � ---�__ ,, ----- �� I I 2011 / \ 1 � 1 � I � I I I I � \ \ � \ \ � I I � �� \ ' �' �� I I l l i--- \ I � � � \ \ \ � \ � � B9NK STk81CRA410N � � � � � � \ I I � � � � I I � I I � � � � � � � ,\`\ -�=ao� , ��--- \ � \ � � � �� I I / / � � \ � \ \ I \ � � � � � � �� \ \� \ � I I � / � � � � � I I I I I � � � � � � � � � �3 � � - - - - ao-�F oF ouneT � Toe aZ]TECTION � � � I II 1 I I I I � I I � I I 1 � \ \ \ � � � I \ \ � CLii55� `I RIP RP.P�ON - CHAN]�1NEL IN�ERd1�MENT SEE DETAI� n � � - � _ \ �� \ \ �� \� I I .. L/ � / � - �MARTWA DRAPE7t OFIfJ�jS I � � I I � \ \ � \ ESY 70 OfNS RTP RAP�� ES�100 5Y5 GEOTEXTILE RAP EST. 55 SY GEOiE%TILFi � �� ^ ��\ �� \ l�� C� HAPTIS� ASSOCIAl1Oi�� INC � � I I � ]D / _ ^ ` 1 WESLEY l�E DRAPER �C I i � I I �\� \\ \ � � � �� esT. ia sr ��r�� _ � i � __ � �__ 1 1 1 0 1�\ I y / � i I I 1 JOSEPH�. 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'I' " . I�� RETAIN VE3APt5� DOCTHE TREAM P�E '�� V10 Ob�fp�IN�I� � L � II� . 3:F/ , Ic�nl1� / � �/ / �/ �/ //� /�/ caouNo d \ o\ � � \ 1 � � I I � �a,�� \ Q10=3.5 cfs �OOD '� o � � � � y�� /GRA�S � / \ � \ \ \ 1 � \ f � � 1 \ , ��` V10=0.6 �Ps (NON-E SI E) � \ \ \ I I � I � � / � / � I � � _ �l � /� � / d- 1 F. cearea�aE \ \ \ \ \ 1 J l 4 �0tiD5 - _ _ e � � � 1 I � � \ B I � i / -�' / � / � I j � \ � $ i � �� , � \ ��\ `� �iSdE�k,�� T\ohTt� � i i ( �� i � �� ( � i �� / /� Type of Liner= CLASS B RIP RAP I � � � � � � � ��\ \ � BANK STABILIZ�T.�ON �� SEE DFTA�� 1( �� I I � I � � � \ -L- STA. 13+85 TO 14+65 LT ) ) � � � � � � �=�9� � j' Si\30\T N6 i I I � I f� � � � I � � � �� L�� . IIt22.�i � � i� � ,_ �sT. 0�SY gE E 14 � I I I IyI I � � I � � I � / � � / � � l � - _ _ � � 3(3' F Of OUT� � �S � \ �CL SI IR P I N I II � I I� I I I I � � � \ � � � � CHA�NEL IMPRO ENT � � � � �� \ � 1 0 \ � MOTf MACDONALD 18 E, LLC I LICENSE NO. F-06fi9 DOCUMENT NOT CONSIDERED FINAL UNLESS ALl SIGNATURES COMPLETED repare n t e Offi e of: M MPo a MM�oNA1D ��quoy-Vamfoccom ��53fi 1��. .... �.,.,. Engineering\ PERMIT DRAWING SHEET 2 OF 7 ClASS IIRIP RqP Wi CLnSS IIRIP RAP GEOTEXiIIE ON FLOO� � g��ERT BURITD 2� 7HICK W/ BENCH BORDER W- nCKFIIL WI GEOTEXrILE �TTP� � ]:i SLOPE I YP.I PER ISPEC. T RIAL � COIR F16E E � ' uanlNG In'P.� � ��?.� �� SILLS BACKFILL WITN�k 1'�� E%CAVATION=35 <V pATIVE MATERIAL 1' SIIL ER SPEC.�TYP.) CLASS II RIP RAP W/ � � � NOTE: FOR CUT CONDITION, USE GEOTEX�ILE ON FLO00 C1A55 It RIP RAP FLOOD BENCH 6ENCH BOR�ER % BOR�ER WIiH NATURAL GROUNp R�.I SLOPE �iYP.I <OVERf� WITN COIR FIBER MAT INLET CHANNEL iNsioe soxoea. iH a wNoinoN, "oTE: (LOOKING DOWNSTREAM) �sE «^�� R�P �^P � THtE5N0 B�L�OCATE� AT THROUGHOUT WITH NATNE BED ouri�r oN�r (SCALE 1" =10'� Mnrereini Fuune r e voios oH ror DETAIL B / � I I � \��---- , \� \ � EST. SO�TONS CL II RAP \ � ' FSW bD N� H P O ERI � � l ` I 1 ` �� cu5s ii xie xnr w � � I l � ` \ � �esr. sa �v �eorexrii�\ \ �s�. ip \�qo�e�n � \ \ 1 � \ � \ � SPECIAL CUT DITCH / -..F NIE L DAMER N � � � ceor[�iiE orv c�000 �No��os�oia� F,o�i � I I� �\ \ �-- \ Q\ �\ � �\ � \ �-�� \ I� I �� \\ \ � � `\ \ � \ \ \\ D�pN�NYE�M��MS \ 4]�SLOPBORDvIwr \ \ � � � J I I I I I � � � � � \ COIR FIBER �ural 1� re< SIOPe \ I \ \ \ \ \ � � � �Y, � \ � � � rr-1 \ \ � � \ I '1 ca��a ?i p e�° \ �\ �� \ \ \ � \ I �� 1 II � � 1\ 4� , � �,\ �\ m\�.F$' \� \\ �\ \ \\ \ =MATfING nr d � � \ � � � � i i�� _� r � i i i i �� \ � � � � � � � �� eo�e,rie � \� �� \ � \\ \ \ � 1 0 � � �f 1 / / IYIR(`'INIQ '1_�-=-' \ � � k � �� \ �� \ z.�� M'in. D= 1 Ft. �\ \ � 1 � � � � � � L i I I I � � � � �O \ � � � Type afLiner� CLA55 B RIP RAP Mox.d= 1 Ft. � \\� \ � 1 � \ 1 �, � � SEE ENLAR��a $ \ � \ \ �\am � \ \ � � � � I � � � � � � \ \ � \ � � � \ \ � l' SILLS BACKFILL WITH � � � I � \ � � \ \ \ \ NATNE MATERIAL i� -�-srA.ia+is ro ia+oo ar V �� 1/� V � � � � AREA ON I I � 1 I � A \ � � � � � � � � � � � reasPeci,vP-� - � � � \ , i � V V �I � LJ DA �� / I I I I A \ V �� A � � � � �\ 1 \ \ I � NEXT SHEET I i I I , \ \ \ � � . �_ . � �. � \ OUTLET CHANNEL NOiE: _ IIl1llVl�ll, flll\A/�ICTOG, 77� � 760 � � 0 � 3 750 � v S � 740 N O W n �3 �3� o` 0 � � 72� O .) C U W �� 7�� Z � �a w w � Z _ p w "O �oo �a= PU 1� ��s�� Y ��s V'V' �� L� END vvnicrT STA END GRADE STA. 14 + 50. ( EL = 745.18 G CIASCIIRIP RAP � 2' TH K W � � GEOiEXtILE ITTP.I— — / _ � � — � � 1�\ i' __� � EXCAVqTION=100 CY i � SILL � � � �-ceAearauaieo � �-- cKFai wirn , -' NATIVE MATERIAL �' LEGEND �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES PERMANENT IMPACTS IN SURFACE WATER 10 11 12 s.00 25' i' VE VG � �r � 6�'i �°�'r � �m � 4' RCBC x + � U M 1- .1� F � 11 �y I W F+o aiw � N d �r N �� Z � W � J m � 41 13 14 � F 11 W w 15 16 17 18 19 20 21 7%0 760 750 740 730 720 710 7�� ; . (, ;, � \�1i �✓�'' �� II ) �� •�.. . \ � WETLAND AND SURFACE WATER IMPACTS PERMIT NqD 83rNq 2�� DHIVI� J IHaILILHI IVIV L=29' �� s��l V' ��s V'V' ��' �. �DENOTES PERMANENT IMPACTS IN SURFACE WATER TS S DENOTES TEMPORARY IMPACTS IN SURFACE WATER 20 0 10 20 SCALEo I"= 20' HORIZo �; . (, ;, � \�1i �✓�'' �� II ) �� •�.. . \ � WETLAND AND SURFACE WATER IMPACTS PERMIT NqD 83rNq 2�� DHIVI� J IHaILILHI IVIV L=29' �� s��l V' ��s V'V' ��' �. �DENOTES PERMANENT IMPACTS IN SURFACE WATER TS S DENOTES TEMPORARY IMPACTS IN SURFACE WATER 20 0 10 20 SCALEo I"= 20' HORIZo r«�� 730 720 610 V a Z � � � z� w U Z � � � Q � w � > Q2 �Va '------------------------------- ,. .... .... . _. ..... .:.. .... . � .....� ... � . . . .. : ... . ��.... . .. . f :�.: :�.. ... ..... .. . ... � ..:. . ., .,... ��.,. .. . ..... . .,_ .__ __.. . . ...... __. ._ ... ...... ....... �r. , ,. ... . .. .... .. . . . .. .. .. . . . .. . .. .. .. . .. .... ... ... ..... .... . ... I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii i :i:.:. SITE 1 ��"„ -L- 12+94 �' , \�� i✓�' r ...i....i.:.: //(�� PROIECT REFERENCE SHEET NO. � J_L__l� �� i�_/ 17B ROA�NGINEOSIGNGHAM 248 ENGINEERS �� I. .i..�.��.1 �..�.:I .�.�.i...�.1�.�.�. �� Illlllli • - illlilililllllllilllllilllll��`��':��`�a:m�=:�::��i��::€E��` ° ��i _ x _ SKEW 90 ° I - , _ - GP ELEV. = 733.80 I . ,' � � � � � � � � � � � � � � � � � � _�� ,, '",; � � � �, � 2:1 NORMAL � � '� � � � �'� � � �, � I � � �� '� � � � � �� - � EXISTING LEFT � � TOP OF BANK I — -�---- , , . � '� � — —— , __ EXISTING RIGHT 2:1 (NORMAL) � _ " ' ' ' � ,'� _� TOP OF BANK � �� ' EXISTING LEFT — — � TOP OF BANK I .. EXISTING RIGHT �_----__ .-----—-- ----- TOP OF BANK __ � � _�_ ----� ____ _ _ _____.----- rt----� ii� ^� ' �-----_, /' -------�\\ /�___,—,-- �\ _ n � ` � `; � ,� � � � —' � � _ `—% -- -- ----__�--�'�._,��--� w '� � � ��^ �— NORMAL WS ! � � � ' � ELEV.= 722.9 STREAM BED = 2' SILL IN LEFT BARREL, 1' SILL DATE:2-17-2016 '� ;� '�, � IN RIGHT BARREL, SILLS ARE '= i 2' SILL IN LEFT BARREL, 1' SILL IN RIGHT � —' """ — INSET 1' FROM END OF CULVERT BARREL, SILLS ARE INSET 1' FROM END � � '�'� � — AND PARALLEL TO CULVERT FACE ;J� I I , OF CULVERT AND PARALLEL TO CULVERT FACE — _. � 4 ELEV. = 720.84 ' �, � . _;_ __ SLOPE — 0.003 FTiFT _ — _ ___ -- — ----- _ __ __ � � � � �� — — — � I� ".'.'.'.�i'.'.'.'.i'.II I��,�,� I�".II�� II'.1'.'.'.'.�'.'.'.'.�I'.'. �'.'.'." .'.i�'...'I ..'.I'.II I .:1_". �.._.:".-r PROPOSED 2@ 10' x 9' RCBC MOiT MACDONAL� 18 E, LLC I LICENSE NO. i-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the otr��e or: M MC�oNnID Fu�oY Vof�na N'C 3'l536 PERMIT DRAWING SHEET 6 OF 7 , 740 i 730 � 720 :—::0:: : :-0:: :::: �: :'::0::�: ::'::::—::0 :::::. :.:.::.:..:.:'::::.�:::::.:.:—::.::.::. ::.:::::::..:'::.:.�:::::.:.:—::.:::::: :.:.:::: ::::::::: ::::':::: e?ee:eEEe�e�:ee:E?ee?:eEe:ee:ee:e?ee:eeEe?ee:eEEee:�:e�eeeeee�e:eeeee:eeeeee�eEeeee�ee:�:e�eeeeee�e:eeeee:eeeeee�eEeeee�ee:�:e�eeee?Eeeeeeeee?eeee:eeee .......C.� ..e.........'.......................................................................p........................................p............................� ii�i�iiO�DiG�i�ii0�iii�0�iii�ii �O�iii�Dii�i�:'CECE� ui■ �niui�iiiiiiCiiii �uiiCiii�uiii i�,i�iiiiiiui�iiiiiiCiiii �ui�Ciiiiu•iiiiiu �ii�iiiiiiiii�ii �iiiii� • • � ' • iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiioi�i�iiooiiiinoiiiioniiiii�oiiCioi�iiiiooiiiinoiiiioniiiiiiuiiiioi�ii�iiiiiiiiii�iiiiiiiiii�i' � u0000u0000u0000u0000u0000uoo��o��o��n��o��mo��mnC��o��o��m�oou�o��m�000��uom�o��000�o�000� � � � � • • :::::::C:T::::C::::�::::::::::::T::::::C:::::::::C::' :::::':::::::::C:::::':::E::::�C::C:":::::'�:::::::::C:::::':::E:::::::::C::' ::::�:::::::::�:::::::: � � � � � ■ �� ■ ■�� ■ �� ■ �� ■ �� ■ �� nnn�flA�n�n�nH��nn��n��n�nn�H�nn�n�nH��nnnn��fl�nn�A�� . ..... . . �... . ... � . . ..... . ..... . ..... ... .............'......................... .............'......................... ........ .........'........ � • � � � • ■�� N��N� ��N��N�� N��N� ��N��N�� N�� 610 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) (fit) 1 FROM -L- 12+94 TO -L- 13+07 2@ 10' X 9' RCBC < 0.01 0.00 43 0 1 FROM -L- 12+77 TO -L- 13+28 BANK STABILIZATION (CHANNEL IMPROVEMENTS) 0.02 < 0.01 59 62 TOTALS*: 0.03 0.01 102 62 0 *Rounded totals are sum of actual impacts NOTES: "Total stream length that will temporarily be dewatered to install the culvert in the dry (see construction sequence) = 30' (impervious dike upstream to upstream face of culvert) + 44' (culvert length along the stream) + 32' (downstream face of the culvert to impervious dike downstream) = 106' along Carroll Creek. 2013 10 24 � TO ASHLEY LOOP � RiV� Mor CONSTRUCTION SEQUENCE 1 � 48"1 '-`' -� 4SBN�, WOODS n ��DUE �—X � - � � TL-_� F � �--- -- / 15" RCP � 15' RCPr �� P � DF 1 �` � � � � ��-12' RCP \1�� GRASS ��\\ ', \\�� `t..5 `t,�3 WOODS �� s,�� A NAD 8�rNq 2�t �- IMPERVIOUS DIKE ��2@ 10' x 9' RCBC 50' TAPE i; {�i GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. 3.0 0 3.0 6.0 178P.7.RJ03 EC-4A/CO ST.4 ��.I_ � RNJ SHEET NO. BRIDGE N0. 248 OVER CARROLL CREEK ON SR 2009 (CAMP DAN VALLEY ROAD) ROCKINGHAM COUNTY, NC CULVERT PHASING SF-780248 PHASE 1 1.) INSTALL ALL TEMPORARY SEDIMENT CONTROL DEVICES NECESSARY FOR CULVERT CONSTRUCTION. 2.) INSTALL SPECIAL STILLING BASIN WITHIN PROIECT RIGHT-OF-WAY. PUMP ALL EFFLUENT INTO SPECIAL STILLING BASIN. 3.) INSTALL IMPERVIOUS DIKES AND INSTALL 24" TEMP. PIPE. 4.) DE-WATER EFFLUENT FROM WORK SITE INTO SPECIAL STILLING BASIN. 5.) CONSTRUCT PROPOSED 2@ 10'x9' RCBC CHANNEL IMPROVEMENTS AND FLOOD BENCH PER PLANS. PHASE 2 6.) REMOVE TEMPORARY IMPERVIOUS DIKES AND TEMPORARY PIPE TO ALLOW FLOW THROUGH NEWLY CONSTRUCTED CULVERT. 7.) UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES. DS- � — +�DUE �DUE-�� WOODS I �F — ,T-1 � F � — — — F ��- �� _ PpE �POF � Qo TEMP. 24" PIPE W000s � IMPERVIOUS DIKE � , l� hm �S� �� EK G�R��y �RE)S ��Z m � r �y ��'— CAMP DAN VALLEY RD SR 2009 20' BST � ---� �-- --- F 15'RCP=�� , i i — N WOODS I I j I � j�� I�j � I GRASS T� CAMP RD �— � om H � < � H Z 7o��p r�TI�Cn �z-I=D =�DDm � Z 2 N O � z,��-n • �OH �DDD �� U' o z� m Z � � m� � _ _ � � m � D � z = O p o �7 D � � � � r '-' � D � � �"� Z Z � � � O � �SEEIPBANS A �� CLEARING LIMITS � \ S� �E '� =�E � R�W ^�� CLEARING LIMITS E� � �E l�� E E E � � - � R/W C � � - - - - � - - - - � � SLOPE STAKE LIN� rE.O.P. R/W � � � R/W � l�✓ SLOPE STAKE LINE F Iy B � E.O.P. �-� D - - - ----� � �-� �-� � � � � _F ��`�`` /��------ � �) E �� E R/W � - � E E �O \ R�W �� E E-'J/ E, ` CLEARING LIMITS i �� j �. � � �- �•;: _ .�� CLEARING LIMITS , ^ , A �j�, :;:' CLEARING LIMITS ' .• � �• . ��''' �: �. B .. • . D GENERAL NOTES: C � 1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN, IN THE OPINION OF THE ENGINEER, THE UTILITY OF A TREE WILL BE DESTROYED BY THE CONSTRUCTION OR THE CLEARING OPERATION. 2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT WHERE ADDITIONAL CLEARING IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS. 3. FOR SECTIONS WITH WIDE MEDIANS WHERE TREES ARE TO REMAIN, CLEAR THE MEDIAN SIDE IN THE SAME MANNER AS ON THE OUTSIDE. CLEAR TO SLOPE STAKE LINE OR CONSTRUCTION LIMITS . � i •� ^ ` � :�' •• '.. : :l:••' �. . . SLOPE STAKE POINT - C� ROAD � SLOPE STAKE POINT J � PART SECTION D-D CONST. LIMIT LATERAL DITCH, CHECK DAM, SILT BASIN, SILT DITCH, - . TEMPORARY DIVERSION - CONST. LIMIT � � '-� � . `• ��.�. •i � SLOPE STAKE POINT � PART SECTION C-C ,;� :+ :' �� : . . ...• . FENCE � i � ISLOPE STAKE POINT� PART SECTION B-B CONST. LIMIT RISER BASIN � z o� H � H aQ HOCC='�C� LLJ�Hz oo�= wQz�-x QU��H � F— 2 Z W c!)H�OJ O�CAQ Z H � 1 � �� 0� � O L.L � Z Z H ~ �. Qa� o W � J o v ' � o LL O z � _ � � � � _ _ � � � W J �C.'3 Z W 1EET 1 OF 1 S�OPE STAKE POINT —� `} SHEET 1 OF 1 200 ■ 02 SECTION A-/4 CONST. LIMIT ^O� ■ o^ L L