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Home My WebLink About20190240 Ver 1_SR 1703 FULL PERMIT PACKAGE INCL SWMP_20190225l ll�;fl�viiY North Carolina Department of Transportation ;7it ]�'lilLYi3it*r ....... Highway Stormwater Program .� j STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 17BP.S.C.PE TIP No.: SR 1703 County(ies): Person Page 1 of 1 General Project Information WBS Element: 17BP.5.C.PE TIP Number: SR 1703 Project Type: Pipe Replacement Date: 11/27/2018 NCDOT Contact: Heather W. Monta ue Contractor / Desi ner: Wetherill En ineerin /Jer Lindse Address: 2612 North Duke Street Address: 1223 Jones Franklin Road Durham, NC 27704 Raleigh, NC 27606 Phone: 919-220-4600 Phone: 919-851-8077 Email: hwmonta ue ncdot. ov Email: 'lindse wetherillen .com Cit ITown: Roxboro Count ies : Person River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 100' +/- Surrounding Land Use: woods/ cultivation Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.1 ac. 0.1 ac. Typical Cross Section Description: 25' paved roadway with +/- 10" grassed shoulders. 25' paved roadway with +/- 10" grassed shoulders. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 990 Year: 2016 Existin : 990 Year: 2016 General Project Narrative: This is a maintenance pipe replacement to replace a triple line of 84" CMP with no headwalls (+/- 72' long) with 1@ 22'-9" x 8'-10" Aluminum Box Culvert with headwalls (+/- (Description of Minimization of Water 58.5' long). Roadway drainage will be sheet flow over grasssed shoulders and roadway fill sections. There are no dissipator pads in the buffer area. There will be rip placed on Quality Impacts) the banks for bank stabilization at the culvert inlet and outlet. Waterbody Information Surface Water Body (1): Unnamed Tributary to North Flat River NCDWR Stream Index No.: 27-3-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? No 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) a 0 + 25.39 76.69' LT \ CLASS II RIP RAP esto 2q tons esto 2q sy geotextile +41.23 EX. R�W LT CU�TIVATED FIELD \ �� 8,_ 0" ABC w/HDW�� GARY A � -�-- �o� � , � � � � '�e � \ —� � G �- —�_� TB —i — i � �W - � � � WOODS '�' g"- I� -&'� S B Vd—' X X -- --�.a--.—,-- � _ �Civ i ur� i �iivr� — — — — — T — — , . APPROXo EXo T0E 0F FILL SR 1703 ILUCY �ARRETT RDo) I II I n � �i i 25' PAVED ROADWAY 22,_9" x G WILTON PULLIAM RIGHT OF ENTRY X X + 39.87 4 8�- EX. R�W RT APPROXo EXe TOE OF FILL 36.51' RT + 45.45 / G WILTON PULLIAM 48.34' RT CLASS II RIP RAP esto 36 tons esto 36 sy geotextile CU�TIVATED FIELD RIGHT OF ENTRY — DENOTES IMPACTS IN SURFACE WATER , DENOTES TEMPORARY IMPACTS IN SURFACE WATER .. I! : :�■!! � W ,,1� I -EL- PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING SHEET OF N $3 N� 2p11 N AD + 50.14 / 1223 Jones Fronkl�in Road Raleigh,N.C. ]J606 ��e ETHERILL ��=e��e��.F-o3�� ENGINEERING �+: 9�9 es eon Fax: 919 851 810J re.wsnaar,v�ar Puxxmwa�sax - ewaceinAucru� ees�v CNIC/5?E QESNnY - CIS/CPS - @45TRUCi�qV QBSEMATAOW 76.73' LT ' ' SUSAN C HICKS CLASS II RIP RAP 2 sto 28 tons esta 29 sy geotextile WOOD��+50.�41 �� — BZ EX. R1W T � � , � , � � � � ��-�— - - � � — '� � ' ' L --- . - � ' o � ----- �c,-,, -- - � ' _ --o __ __ ��_ _ --o ---�— � --- � APPROXe EXo TOE OF FILL � APPROXo EXo SHOULDER oo�o�� WO�DS �� :� LAURA CLAYTON — �APPROXo EXo TOE OF FILL CLASS II RIP� +76.32 esto 25� o s EX.R�W RT esto 25� � geotextile � & ISBW � I I� � d � I �I � I PIPE INVERTS A INV=571o2q' g INV=570o97' C INV=570o31' D INV=571o31' E INV=571o12' F INV=571o01' No co ��°�o �� °��v��°.��°��v + 86.14 ��lv �� w�� 48.44' RT 3 0' 0' 3 0' GRAPHIC SCALE ��N ��N°�°� ]�][$�J1EC7["o llil�]�,S,C.]�lE �1� lli�� ,�� a��E�°�° ��a�� PERMIT DRAWING SHEET OF 25.00' EL. 571.5 25.00' F�OW -- > EL. 571.7 EL. 571.4 � 25.00' EL. 581.2 EL. 580.9 — EL. 579.4� 25.00' � EL. 581.2 �EL. 580.9 . 579.4 EL. 570.6 5LE . 70.6 EL. 569.1 4.00' 1' SILL(see detail) EL. 569.1 4.00' 22'-9" x 8'- 0" ABC w/HDIN�� 90 DEGREE SKEIN Note: Inverts shown are based on existing pipe inverts due to presence of rock at site. Every effort shall be made during installation to bury invert 1' and still provide sufficient bedding beneath pipe. Rock may be encountered. 1.00� 1.00'* i� �0.�0� SILL TYPICAL DETAIL INLET & OUTLET PIPE INLET/OUTLET DETAIL ( Not to Scale) Natural Natural Ground ".•) nWs +�•1 Ground Geotextile CHANNEL BED 1Variable) * VAR. 1.5:1 TO EX. BANK Min. D=TOP OF BANK Type of Liner= CLASS II Rip-Rap 58.50' 29.25' 29.25' 10.00' 12.10' 12.90' 10.00' EL. 82.0 \� � EI. 582. � EL. F � EXISTING 3@84" CMP 20 0 �0 �0 �� GRQPHIC SCQ�E 25.00' F�OW ---> EL. 570.6 EL. 570.3 0 � WETLAND PERMIT IMPACT SUMMARY HBnd 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. (FromlTo) Size/Type Wetlands Wetlands Wetlands inWetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 22'-9"x8'-10"ABC 0.02 36 ipe (prop. Shorter than existing Rip Rap 0.02 45 TOTALS*: 0.02 0.02 45 36 0.00 *Rounded totals are sum of actual impacts NOTES: � � a 0 CULTIVATED FIELD + 25.39 76.69' LT \ CLASS II RIP RAP esto 2q tons esto 2q sy geotextile WOODS EX. R�W LT '�' g"- I� -&'� S B Vd—' X X �-. -- \ �� —�-- �o� � , � � � � '�e � \ —� � � �� / \/\/ / � X X � �`- i� , \ \ � � _ �Civ i ur� i �iivr� — — — — — T — — , . APPROXo EXo T0E 0F FILL SR 1703 ILUCY �ARRETT RDo) I II I n � �i i 25' PAVED ROADWAY �� I� I I � 22,_9" x 8,_ 0" ABC w/HDW�� G WILTON PULLIAM RIGHT OF ENTRY� � GARY A X X + 39.87 4 8�- EX. R�W RT APPROXo EXe TOE OF FILL � �i � i� � � ii ��i\ ��I. ! � 36.51' RT + 45.45 / G WILTON PULLIAM 48.34' RT CLASS II RIP RAP esto 36 tons esto 36 sy geotextile CULTIVATED FIE�D � RIGHT OF ENTRY �� ALLOWABLE IMPACTS ZONE 1 �� ALLOWABLE IMPACTS ZONE 2 49.50' 22 �5� I IIC ► — _� / 1223 Jones Fronkl�in Road Raleigh,N.C. ]J606 ��e ETHERILL ��=e��e��.F-o3�� ENGINEERING �+: 9�9 es eon Fax: 919 851 810J + 5 0. � 4 *e.wspaar,v�ar r�axxmwa�sax -�ac�inAucru� eescx CNIC/5?E QESNnY - CIS/CPS - @45TRUCi�qV QBSEMATAOW 76.73' LT SUSAN C HICKS CLASS II RIP RAP 2 sto 28 tons esta 29 sy geotextile WOOD��+50.�41 �� — BZ EX. R1W T � � , � , � � � � ��-�— - - � � — '� � � � L �� TB � � - �W - � � J I --- . . � o � ----- �c,-,, _ � _ --o __ __ ��_ _ --o ---�— � --- � APPROXe EXo TOE OF FILL .-. -EL- oo�o�� -� � ---- -- 2 75' 4 .50' , �\�\�� / � X�� ii n�ir y '/ � W� ti 4 I �� ' �APPROXo EXo TOE OF FILL CLASS II RIP� +76.32 esto 25� o s EX.R�W RT � esto 25� � geotextile � WW & ISBW � I I� � d � I � I PROJECT REFERENCE NO. SHEET NO. BUFFER DRAWING SHEET OF N $3 N� 2p11 N AD PIPE INVERTS A INV=571o2q' g INV=570o97' C INV=570o31' D INV=571o31' E INV=571o12' F INV=571o01' LAURA CLAYTON � APPROXo EXo SHOULDER � No co ��°�o �� °��v��°.��°��v + 86.14 ��lv �� w�� 48.44' RT ��lv ��Iv°�°� 3 0' 0' 3 0' ��J�c�o n��,�,c.�� n�� G R A P H I C S C A L E �� E�� 1 1 � � � � � � � � • � � � � � • � 1 • � � �� .�.. • � � ' � � • ' � � • '• • '• :' � " � . � : . � : a�� : . :. . . , : �� • � � _ � _-� - �� aaaa �