The URL can be used to link to this page

Home My WebLink About20180865 Ver 1_B5503 Final Permit Drawings_20180809� �Il�t ��`.�j�, North Carolina Department of Transportation r ;� ,�i�c�D"t111V�11'f'T Highway Stormwater Program � `� STORMWATER MANAGEMENT PLAN �`"�•<��''� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 55003.1.FR1 TIP No.: B-5503 County(ies): Martin Page 1 of 1 General Project Information WBS Element: 55003.1.FR1 TIP Number: B-5503 Pro'ect T pe: Roadway Relocation Date: 3/27/2018 NCDOT Contact: Clay Willis Contractor I Designer: Joshua G. Dalton, PE, CPESC Address: Highway Division 1 Address: Sungate Design Group, P.A. 113 Airport Drive, Suite 100 905 Jones Franklin Road Edenton, NC 27932 Ralei h, NC 27607 Phone: (252) 482-1876 Phone: (919) 859-2243 Email: tcwillis ncdot. ov Email: �dalton sun atedesi n.com City/Town: Robersonville County(ies): Martin River Basin(s): Tar-Pamlico CAMA Coun ? No Wetlands within Project Limits? Yes Pro'ect Description Project Length (lin. miles or feet): 0.18 Surrounding Land Use: Swamp, Forest, Agriculture Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 0.7 ac. 0.6 ac. Typical Cross Section Description: SR 1142 (Prison Camp Road): Two paved lanes (total 24'). 8' shoulders on each side SR 1142 (Prison Camp Road): Two paved lanes (total 24') with open grassed (11' with guardrail) with 4' paved shoulder. Varying fill and cut slopes (see project XSC's shoulders on each side. for detailed information). Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 4800 Year: 2040 Existin : 3200 Year: 2015 General Project Narrative: The North Carolina Department of Transportation (NCDOT) has proposed to relocate Prison Camp Road (SR 1142) in Robersonville, NC. There is one proposed major (Description of Minimization of Water structure involved with the roadway relocation of Prison Camp Road. The proposed relocation involves a construction of a new bridge (1@40', 1@55', 1@40') spanning Collie Quality Impacts) Swamp. In the project limits, Collie Swamp is a jurisdictional stream and listed in the effective Martin County FIS as a FEMA Limited Detailed Study stream. The roadway relocation and bridge construction have been designed to have as little environmental and surface water impacts as possible. Excavation was kept to a minimum and proposed stream channels were tied into the existing stream with as little impact as possible. Where excavation is necessary, coir fiber matting and riprap were utilized for bank stabilization in an attempt to reduce sediment transport and streambank erosion. The existing road grade has been excavated to the existing natural ground in the swamp and will be mitigated to reduce impacts. The proposed roadway side slopes have been reduced to 2:1 in order to minimize impacts of the roadway relocation. Waterbody information Surtace Water Body 1: Collie Swamp NCDWR Stream Index No.: 28-103-4 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters Sw 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? Dissipator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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 � � O V °:�� ;r,��r r n F�� znd�,k ��f �n��t" � ec _ l;ert i B F,_,r �: _ nventlon�l =Vmbols PERMIT DRAWING SHEET 1 OF 6 �'"I�'��1`�["l_� C�1� ��C�J��°II�I ��I[��1LI��1 �� 1�� MARTII� COUI�TY LOCATION: BRIDGE NO. 53 OVER COLLIE SWAMP 0111 111C 125 (SR 1142) TYPE OF WORK GRADI11lG, DRAINAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 1. THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES. 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DOLUMENT NOT CONSIDEREO FINAL UNLESS ALL SIGNATURES COMPLETED �repa�e<i rn tl� �-ifi ��i: Fl.ris Prepored �or: HyDRA[7LICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �� P�� a � F u i Nzu,� R�� DIVISION OF HIGHWAYS ADT 2015 = 3200 K� j k i�i� _�c z�fioe t000 Be.�h n�rzge n.. 25 12.5 0 50 ADT 2040 = 4800 LENGTH OF ROADWAY TIP PROJECT B-5503 = .149 MILES �� r;,'<i;'�,'�;�64 nare�gn xc, z�e�o �,, �� u��- 201Z�ST9ND.4RD SPEClFICATlONS i">� � /��;'--`\ PLANS K= 10 % LENGTH OF STRUCTURE TIP PROJECT B-5503 = .026 MILES `�� ' 25 12.5 0 50 D= 3� �o . TOTAL LENGTH OF TIP PROJECT B-5503 = .175 MILES RIGHT OF WAY DATE: DEWAYNE L. SYKES, PE s,ax,,ruae: rE �� V= 50 MPH FEBRUARY 28, 2018 PRo�Ecr Exc,xEEx ROADWAY DESIGN ��,F�, �� PROFILE (HORIZONTAL) * TTST =1 DUAL 2 � ENGINEER �� Ug�� l0 5 0 2p FUNC CLASS = LETTING DATE: BRYAN E. HOUGH, PE �' ��s�� MinorCollector PROJECT DESIGN ENGINEER PROFILE (VERTICAL) REGIONAL TIER r.e. SIGNATURE: PERMIT DRAWING SHEET 2 OF 6 -L- STA 21 + 60.69 TYPE-III BEGIN APPROACH SLAB -L- STA 21 +49.65 h �� DENOTES FILL IN / WETLAND �}��/ �, DENOTES HAND CLEARING � j � DENOTES TEMPORARY FILL IN WETLAND TYpE-I�I —L— STA 22 + 98.31 ;1� _r j � � � � TYPE-III jS� �'� _�_ � � � � � ,-� o � � � e�• _�� "� o —,� ' Z nPE-iii ' END APPROACH SLAB � � -L- STA 23 + 09.35 RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT � S �% DENOTES IMPACTS IN SURFACE WATER �' �. I - t1�, � � � ^'� I' '1 '�. �4GOG5 '� t � � � , � ,�^ � i � \'f��y�Y f Y'� Y, I� Y}�Y, -� Y � ,�p�Y� i — � �\� � V ^t� � � .Y � .*�. 1 Y Y' �\ ��"Y �� . � yx... �._.1 '� ,.. ` NYS pgBzq p��K9E6 \ �� \ y . -�"i" '� y y Y• \\ \� �� \ .Yy\ � � L�^ � 2 1 '� W � ""-� \ � �. �� 4 t. �.,,E �� 3 k"� � i ' �. - ' � � � � � � �\ -�' `� � r � _ � @ - �� -�-� y Y Y l� _ `(� f Y � � � � � \ `�.,� ��.,.w� I .�� `�i ... ��.,\ �..� Q ....�� _ ( CLJ�fI RIV rtA __ Y .��,\�� \�J N r �\ `\ -� , 'Z'TOR1 � � P\ �. \ ` � �� .-� Y � -� � ��. f� \ ?`� \r �''��_.... � _ � _ . . , � � � , � � \� �' - , , � J � , Y' ' \ _ 1'' �. \. 4-� WGOD`51 1 � . �� f'- _ \� - � � , � � � � � , N PROPOSED OVERHEAD POWER LINE TOE PROiECTIGN �'CL B RIP-RAP � EST.62 TONS CL B RIP-RAP 1 EST.300 SY GEOTE%T�LE SEE DEfAIL 1 4L _ SITE 1 x 1 h y� � � CLASS II RIP RAP UP TO I - � � � \/� ELEV_ 33_9 (TYP-) ( v .` v' Y - s 1 - � - ,�t, � � �, : , � ,�-�.1� .. ... .. ._ ._ .. �..� � �. -- DETAIL 1 TOE PROTECTION �No o smiel `F\ Q�,, ��ol 1� °`�S 0 Ground q4 E =__�4��d d I_5 FI. Ga �tile Type afLiner= CL B RIP-FAP FROM STA.18+50 -L- TO STA. 21+39 -L- LT N x � f ��f � 1 y ` Y MOORE & r OWORLE � � �' 3 KIMBERLY WARREN CL �ii��SknP < ��r � s DB 24 PG 587 � PERMIT DRAWING SHEET 3 OF 6 PROJECT REFERENCE NO. �c�-c� l.) _ RMI SHEEf NO. ROADWAY DESIGN ENGINEER �� o^ �o N 4� 2Z o� - EST 2 TONS Y �� '� � � �azz SITE 3 � Es1 � s� �F �� Y �r� � � F � � '� � � � � END 5BG '� { '� r F. �� i t � L � g? � a. �0 � f� 1' F . . y /� �\ � � Np�p x i ,. ii. �� ` � � Y 1 E� Y- \� \ �� - F. F. i%Pf c a �- � 1 i � ...._., \ \. 1 � t , Y - - — i . , . � .! , a .. � ' . �� _ � �� - � '�� - ',i i-�- � , ' � I n ' �l � x \ � " ,� ' ' � '. CT�.� .�. TH-2 � . F - � � � /✓-' . . � _ y�; �� F�" _ �� ' . � „ z S �D � � • � � Ir �.. � � � - „ .�� , �s.l� ' . ;` - �[ � �- � � � ./ �` Y� _� �`.. � \\\ .... �4kCn'pL � �.,.�.i�1_- _ _ _ \ �J�- _� lTD //GTD /��f � i, � j � � \ \ . .� \ ,,,,_:� J. � 1 � / � :. � �, ' � ' 1. BEGIN STATE TIP PROJECT B-5503 f' - -�-� ` ' �� 1 ' � \ n` _' -.;� � � -L- POT STA 18 + 10.00 � _ ' r��y � �� _ — =f , � ' . \ � \ �C Yk�' II ��r_ _I�'1 — i� Y: x F N _\ P plF ` r I .�., - -' E ar�'`�— _ . u� -� �� Y` .� .. . Y . 1 \ . � . --_ . - � , - -� � � >- — y . _ ' �� . � � Y Y' / � Y O i F ., QE ��'�� ' � ,� 1 —� � '� r �- / t � �'� r S��k �. TALS � � � �'' � - � �,— � �- NYS pBB2q p��K919 �_ � � Y� � �ti'� �� C,� , � , y . � SITE 4 4 � �;� �m � � �„ � � � '�� i � _, � � � , � , �� SITE Z �--'— , � HEIRS � n� Y -�_, � ��` , � � '�� `y � �.� / � � �. � i � '� .. DOROTDB 4 PG� 421 = � �i � N , � i . i � �� r � � � E%T�B�IDGE_�'� --- � _ � EXCAVATE EXISTING ROADWAY FILL TO ADJACENT WETLAND ELEVATION = 0.46 ACRES TO� EMOVED - �n -L- . � i � � 1 / ` Y . y. ' /� . L �• � 1 .- x � � t ' 1 �� J �i Y- � Y , i . � i _ � i 1 ` � _ �� W��oo�. � SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED F�. , ,, � KC I �a , � �� , : �a � ,'�`�° << SUNGATE DESIGN GROUP, P.A. � T�'FCR�M53�E��`F _ - „_ � BRIDGE RhPROACH SLAB 0 PAy.EMENT REMOVAL FOR -L PROF�LE, SEE SHEEf NO. 5 ��T �'� % % � �„ ` / _ � '�, i:.� d �' /� � �> �'i, � ' , � / / %/ i � �� \ �_IJLT END STATE TIP PROJECT B-5503 -L- STA 27+30.00 PROPOSED OVERHEAD POWER LINE PERMIT DRAWING SHEET 4 OF 6 PROJECT REFERENCE NO. SHEET NO. io'I I s� o io� so� � _.�. _�� ... ��6� I RM/ SHEEf NO. "'�ULICS NEER ��ON _ _ -� � -_; � ;, , , —�, _ _ - - r-� TEMP FILL y ----- _��- IN WETLAND `_ � �� SITE 2 , '� F F� DENOTES FILL IN / j WETLAND �� ,� �i DENOTES HAND � ��///� CLEARING � /,� DENOTES TEMPORARY T/ ;�'��' FILL IN WETLAND , � � r r� �—t��--� y v -____�_ � ;�-� _ � ,__________�; �� , � � � _� ; � � DENOTES IMPACTS I �' �"�� SURFACE WATER � --__ — \ __ ,� ---------�-�=-- ` , — -- -- --- -- --- ------ -i � � E - ��- , �> � �� ' � _�� N � \ �--�,,- �� -- ', � � , , � ,, � �� S ITE 4 ,�- , ,� , �� ) TEMP FILL IN WETLAND � .� EXCAVATE EXISTING ROADWAY FILL TO ADJACENT WETLAND ELEVATION = 0.46 ACRES � FINAL PLETED PERMIT DRAWING SHEET 5 OF 6 - O 5 10 PROJ.REFERENCE NO. SHEET NO. � �I B-5503 X-2 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 30 20 1 1 20 30 0 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 . . . . O . . . . Z _ _ __ � _ � z � _ � _ _ SITE 3 � g � I g H ND LEA ING SITE 4 IFILL N WETLA D � ' TEMP PILL IN ET ND 2:1 � . . I .040 . 0.0 0_ � � � _ - ._ � I AN CL RIN - - 29 99 I I — — p _ 24+ 0.00 Z� _ _ g _ - - W g � � - - SITE 3 HA D-C EAR4 G- -- ,- I 0 040 . 0.0 0 I TE P FIL IN WET ND . - � _ -= HA D C EARI � SITE 4 I FILL N WETLA D ? � -� - � - - 24 + 0.00 - - - _ _ _ SITE 3 �I FILL IN WET ND TE P FI L IN WE LAN SITE 4 0.040 b.04 1 - � IM ACT IN URF CE ATE Z J - Ji I Z Z w H W SITE 3 FILL IN WETLAN I 0.04b 0.040 � T MP ILL I W TLA � SITE 4 I� - �I - � � - AND CLE RIN 2:1 /� � IMP CTS N S RFA¢E W TER - _ _ 2.51 _ � -- I I � � 00 00 GO �n �r� 00 On nn 00 O� 00 CJiO 00 i - 23 - - --�-- - � -- � I TEM FIL IN ET ND 00 oio oc� o ocr ou o0 0� o0 0� o0 0�0 00 � i--�= — SITE 2 I I I I � HA D C EARI G i J - - --- - -T494-.- g . i �g w i ` .040I .040 a� - 3- T MP F LL I WE LAN - SITE 1 �� 2'� � - - � � i HA D LEAR NG SITE 2 i � � 3'�' � +-. �0� � ai�� I- - I - �2, ,�> �u�� 7 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 30 20 1 1 20 30 40 50 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 0 �„� WETLAND AND SURACE WATER IMPACTS 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 18+10 to 22+06 -L-LT ROADWAY FILL 0.14 0.23 ABUTMENT RIP RAP 0.01 39 2 18+10 to 22+06 -L-RT ROADWAY FILL 0.02 0.04 3 22+7g to 27+08-L-LT ROADWAY FILL 0.32 0.04 < 0.01 10 ABUTMENT RIP RAP 0.03 74 4 22+7g to 28+09-L-RT ROADWAY FILL 0.03 0.17 TOTALS*: 0.46 0.05 0.48 0.05 123 0 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb