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Home My WebLink About20241275 Ver 1_Scalesville Rd Permit Drawings_20240922w HihWa North Carolina Department of Transportation s= gStOYIyYlW Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 38571.1.1 TIP No.: 17BP.7.R.139 Count ies : Rockingham Page 1 of 2 General Project Information WBS Element: 38571.1.1 ITIP Number: 17BP.7.R.139 Project Type: Bridge Replacement Date: 4/3/2024 NCDOT Contact: Galen Cat, PE Contractor / Desi ner: Joshua G. Dalton, PE, CPESC Address: NCDOT Hydraulics Unit 1590 Mail Service Raleigh, NC, 27699-1590 Address: Sungate Design Group, P.A. 905 Jones Franklin Road Raleigh, NC 27606 Phone: 919-707-6711 Phone: 919-859-2243 Email: gcail@ncdot.gov Email:,jdalton@sungatedesign.com City/Town: Summerfield Count ies : Rockingham River Basins : Ca a Fear CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.11 Surrounding Land Use: lWoods, Agriculture, Undeveloped Proposed Project Existin Site Project Built -Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: Scalesville Road (SR 1002): 2 paved lanes (total 22' wide), 4' shoulder on each side (7' with guardrail). First 2' of shoulder is paved. Varying cut/fill slopes. See project typical sections for detail. Scalesville Road (SR 1002): open shoulder section 2 paved lanes (total 20' wide). Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1500 Year: 2040 Existing: 1340 Year: 2018 General Project Narrative: (Description of Minimization of Water Quality Impacts) The North Carolina Department of Transportation (NCDOT) has proposed to replace Rockingham County Bridge #780018 on Scalesville Road (SR 1002) in Rockingham County over Haw River. The project is located between east of Witty Road (SR 2305) and Church Street Extension (SR 1001). The existing structure is a 3 span bridge (1@17', 1@40', 1@17') and is a steel I -Beam bridge supported by a timber deck with timber vertical abutments. The existing structure will be removed and replaced with a single span (1@100') 39" Box Beam with 4' end bent caps. Excavation beneath the bridge was kept to a minimum to produce as little impact as possible. Geotextile and rip -rap were utilized in an attempt to reduce stream bank erosion along the banks of the channel underneath the bridge. To avoid direct discharge of bridge storm water into Haw River, deck drains are not required for the proposed bridge. The run off from the bridge deck will be collected by inlets and discharged outside of buffer zone 2 into a preformed scour hole. Any stormwater discharge entering into the buffer will be at non -erosive velocities. Waterbody Information Surface Water Body t : Haw River NCDWR Stream Index No.: 16- 1 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V WS-V 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: Jordan Lake Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissi ator Pads Provided in Buffer? INo Deck Drains Discharge Over Water Body? IN2 (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) I Highway North Carolina Department of Transportation Stormwater Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.7.R.139 Count ies : Rockingham Page 2 of 2 Preformed Scour Holes and Energy Dissipators Sheet No. Station & Coordinates (Road and Non Road Projects) Surface Water Body Energy Dissipator Type Riprap Type Drainage Area (ac) Conveyance Structure Pipe/Structure Dimensions in Q10 cfs V10 (fps) BMP Associated w/ Buffer Rules? 4 19+25 -L- RT (1)Haw River PSH Class 'B' 0.1 Pipe 15 0.5 0.8 Yes 36.25206,-79.80825 Additional Comments Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. 0N • a 2442 2431 Ml(I a 2480 2479 _ y 17BP.7.R.139 158 Witty, Cros PROJECT 2399 2958 2930 LIMITS 2351 2925 2946 'Al 1002 2948 2934 1oa1 ROCKINGHAM 2947 2933 COUNTY 2946 2351 395-- 2455 --- 2307 1992 —_—_— —_—. 1001 2454 23a5 cnlvsa+llc — 21M 2308 GUILFORD 1002 4950 2306 COUNTY 4951 2399 4953 2335 2310 4955 4154 VICINITY MAP DETOUR ROUTE STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ROCKINGHAM COUNTY LOCATION: BRIDGE NO.I8 OVER THE HAW RIVER ON SR 1002 (SCALESVILLE ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT 17BP.7.R.139 I 38572.1.1 (B-4802) BRZ-1002(24) P.E 38572.2.1 B-4802 BRZ-1002 24 RM/ & UTL. 17BP.7.R.139 CONST. PERMIT DRAWING SHEET 1 OF 6 DATE: 4/9/2024 END BRIDGE -L- Sta. 20+4I.30 \ BEGIN PROJECT 17BP.7.R.139 -L- POC Sto. 17+00.00 � s\ \ BEGIN APPROACH SLAB -L- Sto.19+28.00 �l l5 s TO US�158 SR 1002 tSCALESVILLE ROAD) NO 150 -- 220 ANC V5 BEGIN BRIDGE \ \ END APPROACH SLAB END PROJECT 17BP.7.R.139 -L- POT Sta. 23+00.00 -L- Sto.19+38.70 -L- Sta.20+52.00 N SITE 1\1 THIS PROJECT WAS FORMERLY KNOWN AS B-4802 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DESIGN DATA eo PROJECT LENGTH Prepared in ire Office of Simpson Engineers & Associates for DIVISION 7 ROADWAY DESIGN ENGINEER PLANS PREPARED BY: 5640 Oillartl Drive Oo� NOR? �� qg a s ADT 2013 = 1300 ADT 2030 = 1500 DHV = 14 % D = 55 % T = 7 % * TTST =3% DUAL = 4% V = 55 MPH VDIT = 40 MPH FUNC CLASS = LOCAL SUBREGIONAL TIER _ LENGTH ROADWAY PROJECT = 0.095 MILES _ LENGTH STRUCTURE PROJECT - 0.019 MILES TOTAL LENGTH OF PROJECT = 0.114 MILES NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.F. SJGIDATUREr Suite 200 Car Y. NC 27518 468 9191852-0598 Fox) „939185 0 98 LICENSE NO.C-4434 2024 STANDARD SPECIFICATIONS DAVPD° SIMPLYON, PE RIGHT OF WAY DATE: J U N E 2 2, 2 017 JOSH G. DALTON, PE LETTING DATE: OCTOBER 16, 2025 HYDRAULICS ENGINEER SIGNATURE: RE SUNGATE DESIGN GROUP, P.A. R0 JONES FRANKLIN ROAD RA 919",'NORr^CARDLINA276o, ENG FIRM LK:ENSE NO. G- K LICENSE NO. C-890 ��GUCs EnctnEER /� CONTACT.JAMES YATES NCDOT CONTACT. DIVISION E PROG ISIO MANANAGE GER DETAIL C PREFORMED SCOUR HOLE PLAN VIEW PERMANENT SOIL REINFORCEMENT MATTING (PSRM) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND. PIPE OR DITCH OUTLET A A SQUARE PREFORMED SCOUR HOLE (PSH) (RIP RAP IN BASIN NOT SHOWN ffiF B=4.0 Ft, FOR CLARITY) D-15 Ft s`op SECTION A —A F STND. ROLL WIDTH INFLOW PSRIM FD (MINUS TUCK) NATURAL GROUND LINER: CLASS B RIPRAP I B IN. FTUCK WITH GEOTEXTILE I'� STATION 19+10 -L- RT -L- PC Sta. 12+00.00 DETAIL A DETAIL B PROJECT REFERENCE SHEET NO. STANDARD 'V' DITCH RIP RAP BANK STABILIZATION 178P.7.R.139 — ROCKINGHAM 18 4 I Nor r� scale) INef fe SC1el ROADWAY DESIGN HYDRAULICS lo'min. \ ENGINEER ENGINEER Newral � Nnmrnl Dorn Lo'mm. Ground 2.� ,�.� Ground Gmde 2.0 D Min. D=1 Ft. GEOTEXFILE p�,r1 —L— STA. 20+60 TO 21+00 LT Type of Liner= CL II 9-56 \ ZlJ —L— STA. 19+98 TO 19+ 21 PO G ^G —L—STA. 19+G98 TO 20+21 50` 25` 0 50` 100' MOTE MACDONALD 18 E, LLC SUNGATE DESIGN GROUP, PA. \ LICENSE NO. F LICENSE 0 DOCUMENTT FINAL NOT CONSIDERED FINAL SCALE: 1 = 100' UNLESS ALL SIGNATURES COMPLETED Prepared in the Office of: IlVll 9W0 rn.�n, Nnoo1�n6 16os Driw, Suife ]00 Raleighc tt SUNGATE DESIGN GROUP, P.A. a.UNA„ 1 DENOTES IMPACTS IN BANK LIZATPERMIT DRAWING ION SURFACE WATER SEE DETAIL TAILB \� \� BZ2 rp SHEET 2 OF 6 EST. 45 TONS RIP RAP ry FRANK MILLER t EST. 80 SY GEOTEXTILE W EST. 35 CY DDE 00�\ BZ T EIP W`` BANK STABILIZATION OEIP DATE: 4/9/2024 SEE DETAIL 8 pS EST. 35 TONS RIP RAP 1 O �� r WOODS O EST, 35 SY GEOTEXAP \3o cv DDE I N gtiti ) �/ r^�— CEASAR CONE III N JAMES TROVATO y1 S / END OVERLAY/BEGIN GRADBi,-Z, -L- POC Sta. 18+00.00 a z o BEGIN PROJECT 17BP.7.R.139 WOODS S\ SI E i ` 0y w s -L- POC Sta. 17+00.00 - STANDARD V DIH 'lew000s�a 1 —EDEDETAILa —L— POT Sto. 25+/8.30 X ODS j 1 EST, . 55 CV DDE CEASAR CONE E BEGIN E P BEGIN SBG +04 LT �E ly d WOODS - - El EiP REMOVE ENs w� �_ 2GI -L- S KE 5R I002 (SCALESVILLE )I I'PA✓ED TO SP TB !CHURCH STREET N 37° 02' 28. EAT) - PDf I ✓ WOODS EXISTING w!N F - -E BEGI RTSBI PSH I �\ I -L- PT Sta. 18+9/.40 I5 EL Ows I END PROJECT 178P.7.R.139 \ tY Bp1 o tD Sp 23p91// �SSHIORIP RAPPOINT (TYP.)� GODS -L- POT Sta. 23+OO,DO (STRUCTURE PAY ITEM) E A C MEN VIEW / NGftlw d' \SESHIET4 OF SZL EXCAVATION > /.�-7q WOODS LIMITS d2 mn + CEASAR CONE III CEASAR CONE III \ END GRADE/BEGIN OVERLAY \ -L- POT Sto. 2/+90.00 FOR STRUCTURE PLANS SEE SHEETS S-1 THRU 5-16 DETAIL C PREFORMED SCOUR HOLE PLAN VIEW PERMANENT SOIL REINFORCEMENT MATTING (PSRM) INSTALL LEVEL AND FLUSH WITH NATURAL GROUND. PIPE OR DITCH OUTLET A A SQUARE PREFORMED SCOUR HOLE (PSH) (RIP RAP IN BASIN NOT SHOWN ffiF B=4.0 Ft, FOR CLARITY) D-15 Ft s`o SECTION A -A p F STND. ROLL WIDTH INFLOW PSRM FD (MINUS TUCK) NATURAL GROUND LINER: CLASS B RIPRAP I B IN. I'TUCK WITH GEOTEXTILE F� STATION 19+10 -L- RT -L- PC Sta. 12+00.00 L G 0 �N N� aN d� L 0 s lei - DENOTES IMPACTS IN \ BANK STABILIZATION SURFACE WATER SEE DETAIL B EST. 45 TONS RIP RAP ry FRANK MILLER EST. 80 SY-GEOTEXTILE V, EST. 35� CY DDE� 11 WOODS R>�C\ BANK TAIL BIZATI N V SEE DETAIL JJJJ EST ES . EO?EXTIE JAMES TROVATO ALL `� ES DLa d �� 1 END OVERLA 7B AD -L- POC S a.1l8+� �� w000s�� BEGIN PROJECT 17BP.7.R.139 � � �j � � � � $I E 1 � -L- POC Sta.17+00.00 Ale �CE�AY�R (INE III ,�eWe A Li L_ 10BEGI rDPSH ✓� ��/ M� 5R'^C�y.35 I RIP RAPe� p /� \ / m TO $ OULDER I J T�--� (STRi1CTURE PAY IT J L L^ EXCRVATI r*- q WOODS LIMITS CEASAR CONE III 1 DETAIL B PROJECT REFERENCE SHEET NO. DETAIL A STANDARD 'V' DITCH RIP RAP BANK STABILIZATION 17BP.7.R.139 - ROCKINGHAM 18 4 I Nof fa scale! I Nor r� scale) ROADWAY DESIGN HYDRAULICS lomin. ENGINEER ENGINEER NNu,.I Nnm.nl Dn�n Lo'mm. Ground 2.� ,�.� Ground Gmde 2.0 D Min. D=1 Ft. GEOTEXTILE -L- STA. 20+60 TO 21+00 LT Type of U.— CL II NIr-Rap -L- STA. 19-56 TO 19+77 -L- STA. 19+98 TO 20+21 50' 25' 0 50' 100, MOTE MACDONALD 18 E, LLC SUNGATE DESIGN GROUP, PA LICENSE NO.F-0— LICENSE NO.C-090 DOCUMENT NOT CONSIDERED FINAL SCALE: 1 = 100' UNLESS ALL SIGNATURES COMPLETED Prepared in the �L,�//II Office of: IlVll AAm9"P fA(1 930 ^nin Campus iw, Suife ]00 DVd Ruleiyn,Ne 11616 SUNGATE DESIGN GROUP, P.A. aGLINA-1 Ell 2� / PERMIT DRAWING B7T� LIP SHEET 3 OF 6 °EP DATE:4/9/2024 CEAfAR CONE III N TANDAH RD V DI ss D� AI A / / -L- POT Sto. 25+I8.30 1 E 5 CV wDE 1 1 S J J EXISTING P/W lEIe eft att-- -L- S KE SR 1002 (SCAL E RO) 2P PAVED TO SR 001 37' 02' 28. �T79 (CHURCH STREET EAT) —T7fi— TI 719-7 / T EXISTING wW S P SODS / r g� _ E-ND`PP%JECT 178P.7.R.139 I -L- POT Sta.23+00.00 S S 4, PF 6 P e�° �� ° CEASAR CONE III e END GRADE/BEGIN OVERLAY v -L- POT Sto. 2/+90.00 e. 6 yf Cl yT f` Q td �mo FOR STRUCTURE PLANS SEE SHEETS S-1 THRU S-16 DENOTES IMPACTS IN W/04/� 10' 5' 0 10' 20' SCALE: 1"=2D PROJECT REFERENCE NO. SHEET NO. 17BR.7.R.139-R0CKINGHAM 18 SHEET NO. ROADWAY DESIGN HYDRAULICS SURFACE WATER ER ENGINEER ENGINEER �Qh APO VJJ dNC® �Il E E PLANS QO NOT llSE FOR / W ACQUISITION it J DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING S 1 SHEET 4 OF 6 DATE: 4/9/2024 Q, , , �P E, PUE PUE PU SITE -'' REMOVE 2G1 SP TB R E- E Lu CL PS H `�J' PDE PERM Wl �I \ PROJECT REFERENCE 17BP.7.R.139-ROCKINGHAM 18 SHEET NO. SF EET 5 OF 6 ROAEENGIN ERSIGN DWAY HYDRAULICS DATE 4/ /2 24 750 MOTE MACDONALD I& E, LLL SUNGATE DESIGN G _ LICENSE NO_-Y LICENSE NO.0 " DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared i,, the �L,�//,,�� Office of: INII 740 NDN EGI VER GRADE Y BRIDGE CSTA 19+90. -L- B GIN E D OVERLAY BADE sRaeloeiyMna, nNc:n DL,s eS zoo ]m�iep"o1 TA. 1 L +0 717.17' 00 WX DE 1 P;CAP 0'SKE S 2 E +90 718.3 00 ' SUNGATE DESIGN GROUPP.A. OH_'.Ao EILEiI RILIIN-t,A2— 730 EGIN EGN PROJECT OVERLAY ND OVE LAY `a VERTICAL SCALE NTAL SCALE 22 1L 717 I EL 1 TTHORIZO 720 RI EIMSTOIVG B E DGE 720 ST 20+6 00 LT 710 —L— S EL = A 21+ 00 L 710 I P. .000 '. ' SLOPE (NoR 2:1 (2 AU EOP T. THI YAP)I K) ]P( ELEV = 711' t�7[i3700 690 ELEV. DATE: 707.a 7-1-20 ' 6 690 680 EXCAV (STRUC TION URE 190 P Y ITEM( CY H I I I I I 15 16 17 18 19 20 21 22 23 24 25 N C �3/31'J.Gm�� rI'7►ld.7r�71J»►leti�l�ll�iii�!�„ �� O G7 N � WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (ft) 1 19+56 to 19+86 -L- BANK STABILIZATION < 0.01 56 19+90 to 20+19-L- BANK STABILIZATION < 0.01 TOTALS*: 0.01 1 1 56 10 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb