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Home My WebLink About20180925 Ver 1_Permit Drawings_201807031 Ii�;hw�ly North Carolina Department of Transportation \ StOC171wdt�Y Highway Stormwater Program ��:, I STORMWATER MANAGEMENT PLAN --- (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.8.R.76 (SF-750416) County(ies): Randolph Page 1 of 2 General Project Information WBS Element: TIP Number: 178P.8.R.76 SF-750416 Pro'ect T e: Brid e Re lacement Date: 6/25/2018 NCDOT Contact: Galen Cail, PE Contractor 1 Desi ner: Sun ate Desi n Group, PA Address: Hydraulics Unit Address: g05 Jones Franklin Rd 1590 Mail Service Center Raleigh, NC 27606 Ralei h, NC 27699-1590 Phone: 919 707-6711 Phone: 919 859-2243 Email: cail ncdot. ov Email: rhoward sun atedesi n.com Cit ITown: Archdale Count ies : Randol h River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.057 miles Surrounding Land Use: Urban, Residential Pro osed Pro"ect Existin Site Pro"ect Built-Upon Area ac. 02 ac. 02 ac. Typical Cross Section Description: Paved 10' lanes with shoulder section Paved 10' lanes with shoulder section Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: No Information Available Year: Existin : 1850 Year: 2011 General Project Narrative: SF-750416 is a bridge project that involves replacing Randolph County bridge #416 on SR 1911 (Ashland St) over Muddy Creek East Tributary with a box culvert and (Description of Minimization of Water improvements to its approaches. The existing bridge is 1@ 18' timber deck on timber beams with vertical timber abutments. The proposed box culvert consists of 2@ 10' x 6' Quality Impacts) barrels. The bridge replacement and associated improvements have been designed to minimize increases to impervious area. No additional travel lanes are proposed and the minimum required roadway typical section has been utilized based on traffic and safety considerations. Drainage patterns will be maintained with the realignment of the existing roadside drainage ditches. Waterbod Information Surface Water Body (1): Mudd Creek East Tributar NCDWR Stream Index No.: 17-9- 1 NCDWR Surface Water Classification for Water Body Prima Classification: Water Sup I IV WS-IV Su lemental Classification: None Other Stream Classification: None Im airments: None Threatened/Endan ered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Randleman Lake Pro'ect Includes Brid e Spannin Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator 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��1Wdy North Carolina Department of Transportation Stori7�wafe�r -� � ��. Highway Stormwater Program =�� STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: TIP No.: 176P.8.R.7E Count ies : Randolph Pa e 2 of 2 Bridge to Culvert Avoidance and Minimization Pro osed Structure Summa Sheet No. & Station Sheet No.: 4 Station: 12+81 -L- Number of Culverts: 2 Draina e Area ac or s mi : 0.84 S. Miles Culvert Width/Diameter ft : 10 Surface Water Bod : (1)Mudd Creek East Tributa Culvert Hei ht ft : 6 Culvert T e: RCBC Culvert Len th ft 46.25 Avoidance and Minimization Efforts: The proposed culvert slope has been design to match the slope of the existing stream. The low flow culvert dimensions are consistent with the (Bridge to Culvert) existing low flow channel dimensions. The culvert wil� be buried 1 foot below the bed and filled with native material. A low flow floodplain bench has been design for one of the two barrels to maintain existing channel dimensions through the culvert. Culvert length has been minimized with the use of 2:1 side slopes. Culvert alignment has been selected to avoid sharp bends at the inlet and outlet. Stream Slo e Fish and/or A uatic Life Passa e Existin Average Stream Slope %: 0.78 % Existing Low Flow Channel Dimensions The existing low flow channel width is Proposed Culvert Slope %: 0.78 % in the Stream: approximately 10 feet wide. Culvert Burial Pro osed Culvert Burial De th ft: 1 Existing Streambed Material: Sand, Silt and Cobbles Proposed Low Flow Dimensions The proposed low flow width of the culvert is Through the Culvert: 10 feet. Proposed Sills/Baffles: Two feet tall and 1 ft wide sills will be placed at the inlet and outlet ends on a single barrel to Existing Low Flow Velocities in the accommodate stormwater conveyance during high Stream ft/s : 2.3 flow events. ropose Low ow e ocities roug the Culvert ft/s : 3.3 Alternating Low Flow Sills/Baffles: No low flow sill/baffles are proposed since the low flow culvert width matches the stream width and the culvert/channel slope is less 0 Culvert/Stream Ali nment Stream Patterns Upstream and The culvert will be buried 1 foot to provide fish passage. Stream characteristics up and down stream of the culvert appear suitable for fish Downstream of the Culvert that Could passage. Affect Fish Passage and Bank Stability: Bed Forms Impacted by Culvert (riffles, Bed forms should not be impacted by the proposed cuivert. pools, glides, etc.): Low Flow Floodplain Bench Required? Yes A floodplain bench has been incorporated into one of the two barrels in order to maintain normal channel flow during low flow and (provide justification) allow conveyance during high flow events. Sharp Bends at Inlet/Outlet? No The culvert has been aligned in a manner to avoid sharp bends at the inlet and outlet. (describe culvert alignment with stream) Stream Realignment Necessary? (provide Yes Concerns with channel migration have been expressed by the property owner in the NE quadrant. A realignment of the channel at justification) the proposed culvert will improve conditions. The culvert will be shifted southward +/- half the width of the ex. bridge. Bank Stabilization: Class 'I' rip rap bank stabilization in proposed for +/- 40 ft upstream (north bank oniy) of the culvert inlet and +/- 50 ft downstream (both banks) of the culvert outlet. Outlet Velocities Natural Stream Channel 2-yr Velocity ft/s): 6.8 Natural Stream Channel 10-yr Velocity (ft/s): 6.7 Proposed Culvert 2-yr Outlet Velocity (ft/s): 5 Proposed Culvert 10-yr Outlet Velocity ft/s : 8.4 Roadwa Geometric Considerations Evaluate/Describe Roadway Geometric Constraints: There are no roadway geometric constraints that negatively impact the design or installation of the proposed culvert. � i aF i�c�t 9 a r�r In��> >1� li Y� r�e n rt � l i;r � iivP�t'�i��l ynibols �_�� l� ��t I F�.r _��v y Conti�l �ne�t � THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE. ` �) DETOUR ROUTE � � � � V � � O V TO US (MAI N � � 5�'s��'1� ��IF�' ��J�--1� �'�� I ' ��l�l�� 1 �J��''��!��,� ��' �� 1y� RA1�lDOLPH COU1�lT�' PERMIT DRAWING SHEET 1 OF 7 LOCATI011t: BRIDGE 1V0. 750416 ON SR 1911 (ASHLAIVD ST) OVER DALE CREEK TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING AND STRUCTURE sT�Te sT�� Ra�e�T R�N�u�e No. �� 17BP.8.R.76 ST.�iC VNOl.NO. .w.PROl.vO, 17BP.8.R.76 � NA 176P.8.R.76 NA 17BP.8.R.76 NA C�7{i[7�7A Office of: WETLAN D AN D SU RFACE WATER IMPACTS PERMIT SITE 1 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES DESIGN DATA 50 25 0 50 t00 ADT 2011 = 1850 T — 7 % * PLANS V = 40 MPH * TTST =3% DUAL 4% 50, 25 0 50 100 FUNC CLASS = �� LOCAL RURAL PROFILE (HORIZONTAL) 0 SUB—REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY PROJECT = 0.057 MILES LENGTH STRUCTURES PROJECT = 0.004 MILES TOTAL LENGTH PROJECT = 0.057 MILES NCDOT CONTACT: TIM WELCH NCDOT TPMU ��J �� D�S�Po A@BD E6tlC+l FIRM NO. P-0339 2012 ST9NDARD SPECIFIG9TIONS �� 504 Meadowland Orive Hillsborough, NC 27278-8551 Voice:(9t9)732-3883 Fax:(919�732-0'776 JERVICFS wwwsummitde.net RIGHT OF WAY DATE: TRACY N. PARROTf, PE October 2014 PRo�cr sxcrNEen LETTING DATE: BRANDON W. JOHNSON, PE lanuary 27� ZO�S f'ROJECT DESIGN ENGINEER 62 RD.) � HI'DRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.6. TI.L HCC 5H¢CTS � ESCYUMION PE RiW CONST M= FIRM Li�LN_C Nn: s-oy5u �I`_ ""' FrnnKl:n Rr..�d Fai�� r�, P:i. ?io� i� �.aIJ1 55]--^-13 �.A. �9131 8`,9-��.25a fFPXi Ni� FiFM LIrEIVSF_ Nc: r-i�671 IOIISchcut 9rive.5uits 100 ��ai�;gn. raC 2�r,e�r, fJ191 NSF6n96 :91'_�) �51-n545 iFAXI Il�ff�IEll,IIa""d][NAI3�' Il�]L..�N� DO NOT ['SE POR C9NSTRUCTION N � � Z D O Z W f"1 W — Z p � ao 0 WLET & OUTLEf CHANNEL DETAIL NOT TO SCALE r+= •\ — — -�S' ��;`s'o��En---� 1 � I' NIP R4P a�i� x r nr w IouT�r oHiv� N lo lfT B�IVO�t1iLREi1 0' l0 10, � 10' fo yl EHis�. 'THE FLOO�PIAIN BENCH SNALL BE COVERED WITH COIR FIBER ATfING AN� THE PERIMETER SHALL BE LINED WILH C1A55 'I' RIP k4P IF FILL IS NEEOED FOq iME BENCH, USE CLA55 'I' qLONG WITH NATIVf MAiERIAL TO FIIL VOIOS. , �//,� � � -�I"II�'�I"'I7� II��I �� i � � D ETAI L ,�or �o ��a« MULTI— BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN BENCH NOTES 1�NATIVE MATERIAL CONSISTS OF NJ.TERIAt THAT IS EXCnVATED FROM THE THE STREAM OR FLOODPLqIN AT THE PROJECT SITE �URING CONSTRUCTION. FIP-RAP MAY BE USEO TO $UPPIEMENT THE NATIV[ BED NWTLRIAL IN THE HIGH FLOW Cl1LVCRT �AP.REL.I� RIP-RAP IS SITE 1 PROJECT REFERENCE NO. P E RM I T D RAW I N G �7BP.8R.76 RNJ SHEET N( SH E ET 2 O F / ROADNGIN DRSIGN � EIP � � � SHEE! NO. ENGINEER �SfiLAND STREET CNURCN 1��ll.Il�"�di\r� IPi`�'� �"�...5\\?,� DO NOT t'SF, FO CONSTRVCTTON I I FLOODPLAIN JAAIE$ A. 6 WILLIE R. CARREIL I s[NCN STRUCTUftE N0.i5041b WOp� & CONCREiE BRI�GE DONALO R, NILLARD � wirH aoveu c�Eck � STREAM6ANK STABIIIZATION JOMN C. 8 IVA R. ROLAI� RIP-RAP CL I' RIP-RAP EN�FNKMENTI ST 20 TONS Y�i DETAIL 3 \ .`I 1 m T 31 SY GFD CHUBCH SiG�I SPFC LfnP BASE DITCH � � �Sr,LNJ SrkE7 RAf7iS7 CHURCH I�EE D TA \ AS ' AL7' PPRkING L�T � �� m�, � PDE� 2• sii� z� g�(�y�n ove ex. 1 / I 'A � PLAST�P / I�, � � `�il � ;�; �aass I Iz�� 4� � c � `' F�naF� � - A DETAIL 1 Q '' PolEi � � �p SPECIAL L4TERAL'�' DITCH / II GRAcS � EIP I a wu L FEra E'�, a I _- � _ aE�%E (� U �No io s�me� � �u � � EIF '' � �' �' �� ' -' Elf c� � 4 ��iEu ' x<Q�y � � i IH' -O�E ' I � — ��-- — _ — — — — -� _� —YJ —=� — — 1 —w— — How�a� t.._ _ -- I W " SR �9/� AHiNJO Sr �-OrAtG �[iw �� I � p Fo`< —F�� _ G.ound 0 � NB Slope I u5 HWY 3ll _ _ 2��10'x6' RETAIN —/ RETAIN ' � 7U NC o2— -- -- �...--- I o � �..X3'� ��:. — �� ..� o� �—`�_ � — — —' f G � ,_ L � � � �01 / Min. D 1.0 F. � � I t, - ! �/ �� EIF FROM STA.11+58 TO STA.12+65 -L- RT —" � �I -V - _ , ;R4�5 EIP �� I.' -, � RETAIN Il � f I`. Sl'OhIE � DIbRa�� c`� z.i �� `mo P�aniTEaSY ri N- �� a[raiN � �'�1;, � I DETAIL 2 24 RCP I` a ^� SPECIAL L4TERAL BASE DITCH ULUAN W.PETERSON � �I � ��` 51 'r I �� 4a � I� ��o s�o�ni SPEC LAT V DITCH // � � % mN '� � T�� ,�j o SEE DETAIL 1 iSFu � � � N�Sft�/ II� y' GaoV,d . p_�o�e ` r��u � .�' �. m iseo - � N � KELLY H,WELCH �� ° F`O" ` RIP RAP ,:i: � tMenNi<MEN7 BENJAAON CWID HiNES "0�0�� s m� o-,o F. SEE DETAIL 3 /,�FF HAZELTON = e-z.a Fi b LORENE KWG EXST BRID; TO BE REMOV D STREAMBANK FROM STA.11+50 10 STA.12+65 -L- LT STABILIZATION CL'I'RIP-RAP F�000ruiN ' DETAIL 3 EST 20 TONS STREAMBANK EST 32 SY GFD �ENCH SiA81LIZATION � RIP RAP AT EMBANKMENT CL 'I' RIP-RAP I Na� �� smie� E5T 18 TONS �a.m�� y,t — Ci i Rir-anP E5T 2) SY GF� tIR EIR` D'i�ch — 1.0'min. — 1.5' Grodc —'� `�e.F IOO� O� IOO� ?OO� 300� GEOTEXTILE — NWS [.I'r' FIF EIP sa ro i �o �r � USED TO LINE THE I-IIGH FLO�"/ CULVERT � � BARREL NATIVE MATERIAL SHOULD BE PL4CE0 ON TOI' TO FILL vOIDS AND PROVI�E A FLAT SUftFAGE FOR ANIMAL PASSAGE NATNE MATERIAI IS SUBIECT TO APPROVAL BV THE ENGINEER AND MAY BE SUBIEGT TO � PERMR CONDIilONS. 2) SILLS ARE TO OE 1.0 FT. WIDE, CAST — SEPARATELY AND ATTACHED BY DOWELS. 3) DO NOT SET ELEVATION OF HIGH SILI rH�GH SiLL ABOVE BANK FUtL. 1 F�000awN BENCH T SILLS AT J INLET AND OUTLEf .� I HIGH SILLT BACK FIL/AfIVE MAi\O SILL HEIGHT LOW FLOW BARREL PLAN VIEW � � �� — � — ;------ z+ z+ iz��.,s10 iz-� ar EST 13 TONS EST 9 TONS EST 19 SY GFD EST 1S SY GFD SCALE:I'= IOO' FROM STA.12+53 TO STA.12r70-L-LT FROM STA.72-55TO STA.12-F71-L-RT ' , I, , �„ I I ' ' ' ' ' - I I, �I, I, I� ' �„ ;I, : I I �,,; I, I , I, �, - I I ' ' I � I, , �„ I �, �, I, II� - I I'Ili 'i j I: I �i li illll i I " I i Illli I -: I !li I' nVUU",��i C��tu��UU�fUU�'�� ie�mnnA'sia'ia�inir��nn'��nii�iniia'mn u■��omo��m-��o�a•i��m��ra�``�� o�—��oo�n I■��uNn��=��'li�� fi71� �� I I��V��`!��0� ��I �N��N��Mp��Y=�� C �� M�M�E�' �� I � ��I�I�� ' GIII�I �G�G�� -Dl_SC -E�E -r�►�v ■�i'iu i c�u� �� iiiiii� s�u, .:�!!y,� —��u�a�u�iu� ■�� ::::::�.:::::::. �e::�e:� ��m ��o�� 0�� IG�IMA��N��I��G � � Yy F� .__ FT CFS : YRS FT : : �; � � i � � � N Z � "> Z 0 Z 00 ('f w - Z � � D 0 N O JAMES A. & WILLIE Ro CARRELL �— — —W— � � � ��RA== RIP—RAP @ E�,�AN KME NT DETAIL 3 SPEC LA�T BASE DITCH \\ I�S E E D TA�'� � I � I O c� IICi � `v i �' / O I � I � , ..,�, — 4 � � _� I � — —�—/ 'SON SPEC LAT V DITCH SEE DETAIL 1 RI P—RAP @ EMBANKMENT SEE DETAIL 3 I5" R�i' � � `' EIP �o ��° DI SITE 1 ENLARGED VIEW BM #1. i � � - ,—��-�.^,I � ..;' � � �I � E I P� D �� 1='�� --�,-1' � , �m �� -% ;T01�1� �� — � n � — �, � O r��AN I ERS� I I � W � �/ (�1 1-I~ , � � ` � ' �' ;'� P E I � F D �% �� _ / ,; �� y BENJAMIN CHAD HINES ,�; STREAMBAN K STABILIZATION CL 'I' RIP—RAP FLOODPLAIN EST 20 TONS BENCH EST 32 SY GFD PERMIT DRAWING SHEET 3 OF 7 FLOODPLAIN BENCH sTPucT� ��E i�oo 7�,oai�_, LEGEND woo� � coNc��T� ��e� WITH PAVED DECI�� STREAMBAN K STABILIZATION CL 'I' RIP—RAP � ST 20 TONS �� ST 31 SY GFD ��N r��,l,� �Q �HLAN� STREET BAPTIST ��'HIJRCH � ASP'�'iALT FAFf�ING L�7T ;� � 2' SILL\ z� ,,, � OVE EX. � �, P�� TE�P / � � � F �Af� � � ;'.�\ \ a � � PU�_E � I )� �(�I � " _ �- � L I I � �' ; h' l'��U ASHLAND �l ��ii' PA`�FD C � 2Cc�10'x6' RETAIN � $� H ,� I SBD :� / DI � � i � ,, — — --�� _ �— ,,� � a—.�Df �e�� "�, ��CJI ��; �i.q� 4.�.J� �-�) �tJ� Z.J � i-�7 \ i` � �� A i � , oiWo RETAIN I � RE AIN DI�RA�S � 24"` RCP �� I !� �n , c I �� _ �� ll�; �, � � SED ,-` � z � ,`' ��'_ JEFF HAZELTON �' & LORENE KING EXST BRID E TO BE REMOV D STREAMBAN K STABILIZATION CL 'I' RIP—RAP EST 18 TONS EST 29 SY GFD 4 PROJECT REFERENCE NO. I SHEE! NO. ENGINEER 1 ENGINEER ��' �.1��_�� ..A1��.'� DO NOT t'SF, FO CONSTRVCTTON DENOTES IMPACTS IN SURFACE WATER Y N O � z D O Z W f"1 w —Z�� ao 0 WLET & OUTLEf CHANNEL DETAIL NOT TO SCALE N= •\ — — -�s' ��;`s'o��En---� 1 � io�i�r oHiv� N 1 NIfT 8 VOt1iLEi1 0' l0 10, � 10' fo yl EHis�. 'THE FLOO�PIAIN BENCH SNALL BE COVERED WITH COIR FIBER ATfING AN� THE PERIMETER SHALL BE LINED WILH C1A55 'I' RIP k4P IF FILL IS NEEOED FOq iME BENCH, USE CLA55 'I' qLONG WITH NATIVf MAiERIAL TO FIIL VOIOS. . �„�--_ � � -�I"II�'�I"'I7� II��I �� :., D ETAI L ,�or �o ��a« MULTI— BARREL CULVERT LOW FLOW CHANNEL,SILLS AND FLOOD PLAIN BENCH NOTES 1�NATIVE MATERIAL CONSISTS OF NJ.TERIAt THAT IS EXCnVATED FROM THE THE STREAM OR FLOODPLqIN AT THE PROJECT SITE �URING CONSTRUCTION. FIP-RAP MAY BE USEO TO $UPPIEMENT THE NATIV[ BED NWTLRIAL IN THE HIGH FLOW Cl1LVCRT �AP.REL.I� RIP-RAP IS � �e.ia O I JAAIE$ A. 6 WILLIE R. CARREIL DONALO R,NILLARD I I RIP-RAP ;�-I - SP�E LfnT BASE QITCHJ �� v - -4/ . . % /�6EEJ� Tln{k.�9 / /, m/_ / a/ / / � / � /� I� � � / �rc `�c� � I .L ' � � tf � �R S .i I 4� � D �� C � �� eera � i --I ' �� -� _ �. � � "" EIL �' k1 C�i � � C � Elr � / �HOP�� _ - � i-�' - - � --- -- I - �s-- ' - � `� I (IS HWY 3IIJ I i _ _ — J._� = -l— — — _ -: "T�, z —r� �F� ` �� I — a j�� GRA S �Ip � �..A`h � / V / / .A �m � 3lOfIE PLAnITC C`/ / �� w ULUAN-�YI. PE,YERSON "` ! � _ �� '� J SPEC L4T V DITCH / �� SEE DETAIL 1 Y iSFu � � RIP-R4P (n�. / �� tMenNi<rnEN1 BENJAAIiN CWID HiNES SEE DETAIL 3 STREP,MBANK STABILIZATION CL 'I' RIP-RAP FLOODPtAIN EST 20 TONS pENCH EST 32 SY GFD GIf1 ) [.I'r' FIF EIP I�' 1-1-1 I 11� i�1-I I I I� l �I I-I I I I� I I 1''� I I I I I'� USED TO LINE THE I-IIGH FLO�"/ CULVERT � � BARREL NATIVE MATERIAL SHOULD BE PL4CE0 ON TOI' TO FILL vOIDS AND PROVI�E A FLAT SUftFAGE FOR ANIMAL PASSAGE NATNE MATERIAI IS SUBIECT TO APPROVAL BV THE ENGINEER AND MAY BE SUBIEGT TO � PERMR CONDIilONS. 2) SILLS ARE TO OE 1.0 FT. WIDE, CAST — SEPARATELY AND ATTACHED BY DOWELS. 3) DO NOT SET ELEVATION OF HIGH SILI rH�GH SiLL ABOVE BANK FUtL. 1 F�000awN BENCH SILLS AT J INLET AND OUTLEf .� I HIGH SILLT BACK FIL/AfIVE MAi\O SILL HEIGHT LOW FLOW BARREL PLAN VIEW _ _ ��_ � \ � - SITE 1 �SNLAND STREET CNURCN FLOODPLAIN BCNCN STRUCTUftE N0.i5041b WOp� & CONCREiE BRI�GE WITH PAVEU CECk � STREAM6ANK PROJECT REFERENCE NO. P E RM I T D RAW I N G �7BP.8R.76 RNJ SHEET N( SH E ET 4 O F / ROADNGIN DRSIGN � � SHEE! NO. 4 IYDRAULICS ENGINEER ]f��➢.Il�d�N_ I$�' �]L,AA?�'� DO NOT t'SF, FO CONSTRVCTTON \ STABIUZATION I JOMN C. & ryA R. ROLAI� I CL I' RIP-RAP � ST 20 TONS \ �� m T�1 SY GFD CHUBCH SiG�I �a�,r,LyNty r �z,4fP�7 cHURrH 7V.s\A� FPf7k�,VE L'U7� \=II N I I � \\„� 2' 91LL � \ \ OVF�— I 1 �..,. ;A ` \ � P ��P � �\� � `'�J' , � � � ��n.�� A V DETAIL 1 � �\ '' . ` � Cl<<..'� I 10 SPECIAL L4TERAL 'V' DITCH � � � a. R�VEJ`� II FRAcS'� EiP INo io s�mel � (,� U � 4\ �I I V. � � x�Il�x . \ � � I � Y _ � ��.,_� � w — — Ho��,a; } _ ` — _ � S.w', 1 Fl�.'Mv0 Sr( _0r tG tiiW� � l i � � I � 1° F�II v.o��a a F o e� soae .2 - 10'x ' �jETNhY / �_ RETAIN � �� rJ NC o2 — — � — _ — — �-�-r.�.�- ' — — — � - . _. �I C Min. D 1.0 F. — � I � " V W u r� l� C'�� \ �J J ll /y EIP FROM STA.11+58 TO STA.12+65 -L- RT ,he � RETPiR i / �� q/�� /G&a . f:`� �, I /a�taiN ��,�`a% � I ��I h�� 7°�" � , �� "' DETAIL 2 1 l i ji , g� � G 2q RC�'/,a / � �� /// / � ,?/ SPECIAL L4N�EiRAs`BASE DITCH , � �,: � o ,� %� �m�� `� I�.�WI , , � � I �RC b � (I� '�%�� Na,u�l , , A��II mN is=.�,� � ti �� KELLY H,WELCH ��o�,a a;i "p AF\o\�ei no.ap- � JEFF HAZELTON � = � e� za-F�io ��. b LORENE KWG EXST BRID TO BE REMOV D FROM STA.11+50 10 STA.12+65 -L- L7 srREAnnanNK DETAIL 3 SiA81LIZATION � RIP RAP AT EMBANKMENT CL 'I' RIP-RAP I Na� �� smie� E5T 18 TONS / �a.m�� y,t — Ci i Rir-anP E5T 2) SY GF� I / L D'i�ch — JEIR Grodc 10'min —15 —'� `�e.F IOO� O� IOO� ?OO� 300� GEOTEXTILE — NWS iz+sa ro iz+�o �r iz��,s 10 iz-n ar EST 13 TONS EST 9 TONS EST 19 SY GFD EST 1S SY GFD SCALE:I'= IOO' FROM STA.12+53 TO STA.12r70-L-LT FROM STA.72-55TO STA.12-F71-L-RT _ ��I�� ii i: i i i i �� i � " I i lll i I i ,, I: , i, i , i , i s . EEiGll . . . � ..i i ... i i �i.�.. .�. i � �. _ _ ----'— - - - - - -- — - - -= - - —�_ �_ � � ��' ' �'a I IIII � I�� = �i��= ■ � ��— \ 9 0/ / �.f � . . �� 00 ! �' 1��'.' + L �r�w ��. �� / %If � pi f � �i� ��j� ,■ — ■�� mm��sm =iiiiiin �.�aY�iuW�= ai�i�i— �o��: �_�iuu� �nn'��in�� 12 13 14 �� ■ 15 -Dl_SC -E�E -r�►�v �� 0��2�q�� s��i ��In�iGi�r��/ai �n\�n��h��Y�� 1 �m�o�om��o�� mu�m��uu—000— I �� ns�� Yy F� .__ FT CFS : YRS FT : : !; I�: :,. � Z 0 � � Z O Z 00 ('f w - Z � � D 0 N O JAMES A. & WILLIE Ro CARRELL � �`;_ �— _� S P E-E LA�T BAS E � � � , -/�S E E � � I � 'I bg � '�� _ �_ — / --}- J 4 ' �,;�/��,c ,— . — � / I �� , � � vr� � �a�� i t. � � '� ��! , / / i- <� � �—�EI�� J `� � �� i � �=I ��-1�— u� ` _ —�' i - � , d'l �- , , , — r-;� � �J `�� / �S�N / � � � � � _ SPEC LAT V DITCH _ SEE DETAIL 1 RI P-RAP @ EMBANKMENT SEE DETAIL 3 RIP-RAP @ E�,�AN KME NT DETAIL 3 ITCH/ j � � �� / � , SITE 1 ENLARGED VIEW STABILIZATION � CL 'I' RIP-RAP FLOODPLAIN EST 20 TONS BENCH EST 32 SY GFD PERMIT DRAWING SHEET 5 OF 7 FLOODPLAIN BENCH sTPucT� ��E i�oo 7�,oai�_, LEGENI woo� � coNc��T� ��e� WITH PAVED DECI�� STREAMBAN K STABILIZATION CL 'I' RIP-RAP ` ST 20 TONS �' \ ST 31 SY G F D ;, H�_i R C H� �S � C. I�� Q �HL�1/vC�, ST �ET C 1PTlST ��'HIJRCH � �si�,-�,��'�� F�AFf, �v� �oT� � � � � � --- — � ' ovE ��r \ , 2' �,ILL'�,� \ � �,' \ a� ,� �� T,�P \ / � \� � � _ �, , � � � � � � �- ��A�'�,�� \ : � \ � � . . �� u�E�� , I� R� � H� �`1— o� I%�� ,=� _ _�—� '� � � �� e � i� �� I � �, �'., ,, , � � �� - �,y:� kr� �J �� , , �— `�� ,, � Wo R��v�/ �� I'�� / p��A�� RE- AI�I � I 2,4"` f�CP%" / —,� , � �n i � ;�� r�� I� � � �� _ � � �� ,-, � � � � � �- _ . . � �`?.,_ STREAMBAN K STABILIZATION CL 'I' RIP-RAP EST 18 TONS EST 29 SY GFD �D �� z � EXST BRID � E TO BE REMOV D 4 PROJECT REFERENCE NO. SHEE! NO. l7BP.8R.76 4 RNJ SHEET NO. .OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ��' �.1��_ �� ..A1��.'� DO NOT t'SF, FO CONSTRVCTTON DENOTES IMPACTS IN SURFACE WATER Y WETLAND PERMIT IMPACT SUMMARY WETLAND IMPA T URFA E WATER IMPA T 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 11+50 /14+50 2 10'x6' RCBC < 0.01 46.25 1 11+50/14+50 BANK STABILIZATION 0.01 99 TOTALS*: 0.02 145 0 0 'Rounded totals are sum of actual impacts NOTES: 2013 10 24