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Home My WebLink About20170197 Ver 1_B-5330 Final stream wetland permit drawings_20170216� � � See Sheet 9A For Index of Sheets See Sheet 9B For Conventlonol Symbols �� d�� '�.� �� .,�'�� FRA11tl�LI1� C� U1�TY LOCATION: BRIDGE 1110.107 OVER DEVIL CRADLE CREEK 0111 SR 1413 (S UTTON RD. ) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE BEGIN TlP PROJECT B-5330 —l— Pl1T CTd //�Fl1M —L— SR /4/3 (SUTTON RDJ TO US HWY 40/ BEGIN BRIDGE —L— POT STA15+04A0 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. � \ END BRIDGE �,-� ��;,��— POT ST .� � i" *`.' .'_�. . / : .�_.� _ _ .. � �P�O ,�op �L � �P O0 �P �i`�v�h'?�OJECT B-53 � s .yr�'�( f�.`L�'f�.� � � ��l �� PERMIT DRAWING SHEET OF r� SR �4�2 rPETE SMiTy Ro i �, DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared an tae o�,�e5 of� �nnauLres E�vcINEEx 50 25 0 50 100 LENGTH ROADWAY TIP PROJECT B-5330 = 0.144 mi. �� E�' V f� � T � ,,'�' "�� p ADT = 260 , � � �� E<�� ECOLOGICAL �� V= 60 MPH LENGTH STRUCTURES TIP PROJECT B-5330 = O.OU mi. �,s3e�";;• ' �•��_� ENCINEERING �� °�� a PLANS TOTAL LENGTH TIP PROJECT B-5330 = 0.161 mi. zot2 sra.vo,axo srEcrFrcnrroxs :ID � CLASS = RURAL Y.t. LOCAL RIGHT OF WAY DATE: ANDY YOUNG. PE SlGNATURE: � � 50 25 0 50 100 � � SUBREGIONAL TIER SEPTEMBER 23, 2016 rao�Ecr exciNSEa ROADWAY DESIGN ENGINEER �� PROFILE (HORIZONTAL) RlGHT OF WAY MICHAEL BURNS, EI ��.��. ��.�� COMPLETE: PROJECT DES7GN ENGINEER �yg p�� 10 5 0 10 20 LETTING DATE: LISA GILCHRIST, EI NCDOT CONTACT �,E PROFILE (VERTICAL) JUNE 9.2017 sicxnruxs: N 0 B5330-3 Pi sta n+�.e� 0 = //' 29' 02.7' lRT1 D = 3' 49' //.0" L = 300.65' T = 150.83' R = 1.500A0' Runoff = l00' SB = 4% DETAIL 1 DETAIL 2 TOE PROTECTION BANK STABILIZATION � Noi �o scaiel ( Hoi �o s�aie� p 3.0'min. 1��t`E0. sliove 2.0' uanp F NWS �RouN d 4 GEaTE%iilE I.5:1 OR FLAiTER = d=2 Ft. GEOiEXTILE Type of Liner= Cloxs I Rip-Rop Type of Liner= CLA55 II RIPRAP FROM STA. 14+00 TO STA. 14+50 -L- RT STA 15+62 -L- �EAST BANK) ��,:.� . , . . � O � �� 15 � P\ °��-�- CLA55 IIRIP RAP Y� s (STR PAY ITEM) BANK STABILIZATION Pc^m SEE DETAIL 2 "�` EST 25 TON E5T 55 SY CLASS II RIP RAP� � (STR PAV ITFM�1 LT & RT � �UE� I PUE PUE E — 0--- PUE PUE P E PUE R m I �� 'S \�� _— — .,. i �� BEGIN TlP PROJECT 8-5330 —L— POC STAIlt50.U0 -------"--F N e S 54 55' 06 ' E ------------ 2'FDPS R � TOE PROTECTION O SEE DETAIL 1 �.'. / CLASS I RIP RAP EST 50 TON -�� EST 80 SY GEOTEXTILE ' � �'�.� REMOVE �- � � SITE 1— . � IMPERVIOUS DIKE� � � / / /�S/� � / �/: I SITE 1 � � O O i PERMIT DRAWING SHEET OF /'� . CLA55 B RIP RAP EST 1 TON Y�-y-�. � EST 5 SY GEOTEXTILE �'}" +y .y� y"-y- � N�� a�� 'y �y'L � �� \� 'y�y�,yi PUE — \��, �' � PU � �s wre�eows R E � PUE � � � � a� 7 --------- � LT 2 i o —�---� R o° W A r FOP,S� �� _ _—_—___-- — __ �� Q R — — zF�� o � � � � N E E �s�• wre�aows /Nc.= � ---_ N � �IYP.J cS v � C= � .� � �� ti� / .. O ?YPJ y�, '� �` � y �i e._ CL455 B 21P RAP �. �� +y � '1�� . EST 1 TON �.. � �'I' �y �'�'�'Y .y�� EST 5 SY GEOtEXTILE � � � � �� /j'.a�MJ'"— �_� �... TBM 2 ELEVATION = 266.51 N 891467 E 2221057 L STATION 15+83.00 257' RIGHT NAIL SET IN 8' SWEET GUM TREE BRUSH � PROIECT REFERENCE NO. SHEET NO. B-5330 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �90 ` �v� ,�,i: i ��-,' �ENO�NOGI�CNL �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� 50' 0' 100' S �O lJ sca�E 25' 0' 50' WSET SCALE O � DENOTES IMPACTS IN N SURFACE WATER �DENOTES TEMPORARY IMPACT$ IN $URFACE WATER E TBM I ELEVATION = 280.25 N 891343 E 2221628 L STATION 10+00.00 5 53"21'17.52" E Dlst 1121' NAIL SET IN 28" OAK TREE B5330-2 NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE BULKHEAD MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING BULKHEAD AND INSTALLATION OF THE BANK STABILIZATION. FOR —L— PROFILE,SEE SHEET 5 fOR STRUGTURE PUW5.5££ SHEETS 5—ITHRU 5-18 N Z 0 � B5330-3 Pi sta n+�.e� 0 = //' 29' 02.7' lRT1 D = 3' 49' //.0" L = 300.65' T = 150.83' R = 1.500A0' Runoff = l00' SB = 4% �— PUE — PUE BEGIN TlP PROJECT 8-5330 -�- Poc sra ii+.so.00 _ 'uLTI� � � DETAIL 1 TOE PROTECTION , No� �o ��a�e� O� uanl �'�p,�`F"0. sLovE �RouNo d F GEaTE%iilE d=2 Ft. Type of Liner= Cloxs I Rip-Rop FROM STA. 14+00 TO STA. 14+50 -L- RT DETAIL 2 BANK STABILIZATION �Hoi�o s�aie� 3.0'min. s.o NWS I.5:1 OR FLAiTER 4 GEOiEXTILE Type of Liner= CLA55 II RIPRAP STA 15+62 -L- �EAST BANK) W Juu� � � \\ \ \ ��,,,.� \ �. \� \ \ � `�, I \ �UEQ I PUE <9— PUE I _ / — / ----�------ 2'FDPS SITE 1 --------�'rur� --- � 0 � �-13 -"' �..�LASS II R1V RAI � (STR Pf.Y� ITEM) BANK STABILIZ.4��N � SEE DETAIL 2 , EST 25 TON .. EST 55 SY I CLA55 II RIP RAFl I (STR PAY ITFM�/ � � — PUE N�m'� ie\ ; Im ��\ �� TOE PROTECTION —/ SEE DETAIL 1 � �' E— E CLASS I RIP RAP . � EST 50 TON � / � EST 80 SY GEOTEXTILE '�'�� 1��,�-' �' � R€MOV�'q � � ( /� i �SITE 1 i �� _ ,�� 'y � j�'� � ��IjulOUS DIKE /� �' O // r ,s�' � / ° % `�: 5 O PERMIT DRAWING SHEET OF � � 0 , � � I � CLEAR CUT � � (TIMBERI � �CCASS B RIP RAP � EST�,j TON \�k y>- �. EST $�SY GEOTE%TILE �'%"� +y �y� y"-y- � \� N�� ' y 'l a>,4'�, y. +y �,'Y� y j N � \� ��y. ��'�' �l-� /\� � � r� 1 @, PUE �_ \� y �' �i- PU �� s w; e�aows R E�� PUE �� v — — — � � a� � --------- —__ R g �r z i o —� ��, . w .n 2'F�!S �1�� _---_.___—�--I-__ �� R I --zF��'' Qo �: � �'--_ ti ,ty wiFie4w5 /NC.= ,� — I �-- < � i mP.�� N�� ti � y, �T .—�e_ CLA55 B RIR;_RAP .. `�'y�'y� ��y'�"�'1 �.�� ES7570NGEOtE,j(TILE� : � ; � � � � �� /j'.eli;J''_ �_�x— � �`�w � \ � �� . '.� � BR H �\�� \.. �� \� � � ' TBM 2 ELEVATION = 266.51 N 891467 E 2221057 L STATION 15+83.00 257' RIGHT NAIL SET IN 8' SWEET GUM TREE PROIECT REFERENCE NO. SHEET NO. B-5330 4 :OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER �90 ` �v� ,�,i: i ��-,' �ENO�NOGI�CNL �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �� 50' 0' 100' S �O lJ sca�E 25' 0' 50' WSET SCALE O � DENOTES IMPACTS IN N SURFACE WATER �DENOTES TEMPORARY IMPACT$ IN $URFACE WATER `: ) / / / / PE RT �P ' \ — `�'�E 1 '� END TlP PRO, 1 I —L— POT STA `�. `—J TBM I ELEVATION = 280.25 N 891343 E 2221628 L STATION 10+00.00 5 53"21'17.52° E Dlst 1121' NAIL SET IN 28" OAK TREE B5330-2 NOTE: THE CONTRACTOR MUST COMPLETELY REMOVE ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE REMOVAL OF THE BULKHEAD MUST BE DONE USING APPROVED NCDOT BMP METHODS. THE PLACEMENT OF THE IMPERVIOUS DIKE IS CONSIDERED INCIDENTAL TO REMOVAL OF THE EXISTING BULKHEAD AND INSTALLATION OF THE BANK STABILIZATION. FOR -L- PROFILE,SEE SHEET 5 fOR STRUGTURE PUW5.5££ SHEETS 5-ITHRU 5-18 WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 15+48 TO 15+63 -L- 1@90'; 33" BOX BEAM 0.01 49 BANK STABILIZATION < 0.01 30 TOTALS*: < 0.01 0.01 30 49 0 *Rounded totals are sum of actual impacts NOTES: Permanent Channel impacts are concurrent with temporary channel impacts. � k 11�;11�� <14' North Carolina Department of Transportation SL[?1'llitYcl�PP � Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 46044.1.1 TIP No.: B-5330 County(ies): Franklin Page 1 of 1 General Project Information WBS Element: 46044.1.1 TIP Number: B-5330 Project Type: Bridge Replacement Date: 6/27/2016 NCDOT Contact: Galen Cail Contractor I Designer: Reid Robol, PE - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com CitylTown: In leside Count ies : Franklin River Basin s: Tar-Pamlico CAMA County? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.161 Miles Surroundin Land Use: Forest, agricultural, and rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.6 ac. 0.6 ac. Typical Cross Section Description: 2@ 10 ft lanes, 3.92 ft shoulders, with total bridge width of 30.0 ft and total bridge length 2@ 10 ft lanes, 2 ft shoulders, with a total bridge width of 25.3 ft and total bridge of 90 ft. length of 91 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 520 Year: 2025 Existin : 260 Year: 2011 General Project Narrative: State project B-5330 involves the replacement of the existing NCDOT Bridge #340107 on SR 1413 over Devils Cradle Creek. Bridge #340107 consists of 1@30'-6", 1@30', (Description of Minimization of Water 1@30'-6" PCC Deck on E. BTS & Int. BTS with PCC Caps and timber piles. The proposed crossing is located in Zone AE of FIRM Map number 3720282800J and was studied Quality Impacts) by Limited Detailed methods. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream and buffers. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Devils Cradle Creek NCDWR Stream Index No.: 28-78-1-12-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: Nutrient Sensitive Waters (NSW) + Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? Yes 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)