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Home My WebLink About20170347 Ver 1_MOORE_14_Hyd_permit drawings_03022017_201703271 li�;tl�v 3�' North Carolina Department of Transportation � 6tUt111bv2itet" Highway Stormwater Program '�. I STORMWATER MANAGEMENT PLAN -- (Version 2.06; Released June 2016) FOR NCDOT PROJECTS WBS Element: 17BP.8.R.119 TIP No.: SF-620014 County(ies): Moore Page 1 of 1 Generel Project Information WBS Element: 17BP.8.R.119 TIP Number: SF-620014 Pro'ect T e: Brid e Re lacement Date: 10/18/2016 NCDOT Contact: Art King Contractor I Designer: Andrew Nottingham Address: g02 N Sandhills Blvd Address: 1011 Schaub Drive, Suite 100 Aberdeen, NC 28315 Raleigh, NC 27606 Phone: 919-944-2344 P hone: 919-851-6606 Email: ackin ncdot. ov Email: anotthinham mi-en ineers.com Cit /Town: Pinehurst Count ies : Moore River Basin s: Cape Fear CAMA County? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Length lin. miles or feet : 0.149mi Surroundin Land Use: Rural, wooded Pro osed Pro'ect Existin Site Project Built-Upon Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: 2 lanes undivided highway with 10' lanes, normal crown 2 lanes undivided highway with 10' lanes, normal crown and superelevated to the upstream side in the vacinity of the existing bridge. Annual Avg Daily Traffic (veh/hrlday): Desi n/Future: 2400 Year: 2025 Existin : 1200 Year: 2013 General Project Narrative: Existing 61.3" (1@15'10", 1@15', 1@14'-10", 1@15'8") bridge on SR 1102 (Thunder Rd) spans Horse Creek. Existing bridge will be replaced while the road is closed (no detour (Description of Minimization of Water bridge). The replacement bridge is a single span (1 @70') 24" cored slab bridge with sloping abutments and spans the creek with no bents in the water. The proposed bridge Quality Impacts) does not have any bridge deck drains, therefore, direct discharge into the stream is eliminated. Bridge deck drainage is collected into TB 2GI's at the lower end (western end) of the bridge and outlets to the left side of the bridge into a rip rap pad and then disperses into the floodplain before entering the creek. Roadway drainage on the eastern end of the project, left and right, near the end, drains via grassed fill slopes and disperses into the floodplain before entering the creek. Roadway drainage on the western side of the project, left and right, near the beginning, drains via grassed fill slopes and disperses into the floodplain before entering the creek. Waterbod Information Surface Water Body (1): Horse Creek NCDWR Stream Index No.: 14-2-10 NCDWR Surface Water Classification for Water Body Primar Classification: Water Supply II WS-II None Su lemental Classification: Hi h Qualit Waters HQW Other Stream Classification: None Im airments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Pro'ect Includes Brid e Spannin Water Bod ? Yes Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A 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) • � See Sheet � A For I ndex of Sheets CLEARING ON THIS PROJECT SHALL BE PERFORMED TO LIMITS ESTABLISHED BY METHOD . �� I � �� 1I ��—� �� . ��1� ��J� �� LOCATI01�: BRIDGE 1�0. 620014 01� SR. I102 (THU11tDER ROAD) O T�ER HORSE CREEK ------------------------------------- TYPE OF WORI�: GRADII�G, DRAII�A GE, PA T�I1�G � S TR UCT URE WETLAND AND �. S U RFAC E WATE R IMPACTS PE RMIT -L- POT Sta. 18 + 53.88 -L- POT Sta. 19 + 26.13 ��°�]� �� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: PLANS PREPARED Fox: HyDRAULICS E11tGI1VEER GRAPHIC SCALES DESIG11t DATA PROJECT LE11tGTH � ENGINEERING DIVISIOIV oF HIGHWAYS � DIVISIOIV 8 ADT 2 Ol 3= 12 00 3220 Gl.r:v ROS'�1L RD. R:�I.r;IGt-I, NC 27617 902 N S a n dh i ll s B 1 v d 50 0 50 100 Tri.r.��1�.�aa.ozz:�rax,��iy.�ga.oz3z Aberdeen, xc 2s31s �� 0�� — ADT 2025 = 2400 LENGTH ROADWAY PROJECT 176P.8.R.119 = 0.135 mi .c�.�cr:�.sr:#�-��:� K p/o 2012 STANDARD SPECIFICATIONS ----------------------- �°s�� '��oQ PLANS -- � � �—-- % LENGTH STRUCTURE PROJECT 17BP.8.R.119 = 0.014 mi SIGNATURE: P.E. � a 50 _ 0 50 100 T— 6 ��o * RIGHT OF WAY DATE: �' � BRIAN A. WI LES, PE a V = 6O MPH D EC EMB E R 2 Ol 6 PROJECT ENGINEER ROADWAY DESIG11t � � * TOTAL LENGTH OF PROJECT 17BP.8.R.119 = 0.149 mi E111GI11lEER �� Q�Q PROFILE (HORIZONTAL) TTST = DUAL __ � F U N C C LASS = LETTIIIIG DATE: �� '� � p��o 10 _ 0 10 20 � LOCAL J U N E 2 017 TIM W E LC H, PE ----------------------- NCDOT CONTACT PROFILE (VERTICAL) SUBREGIONAL TIER DIV 8 BRIDGE PROGRAM MANAGER P'E' SIGNATURE: r � PROJECT REFERENCE NO. SHEET NO. � ENGINEERING � l7BPa8oRoll9 5 � _ ROADWAY DESIGN HYDRAULICS � ENGINEER ENGINEER 3220 GLEN ROYAL RD. RALEIGH, NC 27617 TELE 919.788.0224 FAX 919.788.0232 ��c��[]��]� ]� ]�][�� NC LICENSE #P-0189 �� N��° u�� a °�' ��vd�d�d�N DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE _ 1200 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 294.8 FT BASE DISCHARGE _ 1600 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 295.54 FT OVERTOPPING DISCHAR�E = 2/00 CFS OVERTOPPING FREQUENCY= 500 YRS OVERT OPPING ELEV AT lON = 296.3/ FT DAT E OF SURV EY = 9-29 -l6 W.S. ELEVATION AT DAT E OF SURV EY = 294.5 FT ND GRA E -L - ST A 3 +15.00 L = 307. 0' l = l6 +3 .00 Pl = l7 +75.0 Pl = 22 +10.00 , EGIN �RA E L= 295. 5 E= 298.5 ' EL = 300.90' ��' L- ST A l+30.00 �- 62 �� V= l00' VC = 200' � L= 295. 5' S= 35 m h K=53 K=34 ��' _ �� EXCAVATION O ELEV=291. 0' �� 6�% , EST =105 cy .�- �6 • 42 ° _ — — --- ---- --- ---- --- ---- ---_�_-- _ o �'f� _ �__— ---- ------- _ -- WSEL=294.5' -------_ ' ° 6 � � � (09/292016) � -J0.4 62% +)2°428 ' ' ' � � � � � � < � � i , � • � s � �i � (TYP. CL II RIP P � � '� (�n'P.) �,� � � � � � � NWS = 288.8' BM l E�EV = 336.17' N 486,959 E 1,846,3/0 l0/ T 0 BENCH MARK N 29° l6" E 53.16' 60d NAIL lN l5" PINE � FOR PLAlU9 SEE SHEET 4 �f 11 12 13 14 15 16 17 18 19 20 21 22 23 24 <>> O 2.5 5 PROJ. REFERENCE NO. SHEET NO. BP17.8.R.119 X-4 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 5 0 5 50 5 0 5 0 5 � 00 O� E N S o. Zo o. o� o _ — — --- _ — — — _ o � / \ o / \ o � — � � � — � � \ � —. ° � � _ 0 0 0 0 0 0 W � �. 2� N 0. �� WT D z°` _————----—— — _\ o ° , \ o � �� , � P � � — _ _ o — S So 9 0l9 ° ° ° � . M O� 0. 24 `V 0. 24 E N S 2� _ _ _ ____ _ _ ____ _ _ � � � � � � �� — EP � ---- — — -- — — ---- — — ---- — — -- — — ---- — � 29 086 — ---- _ — -- — — ---- — — ---- — — oSo 29 052 ° ° I° . 5 0 5 0 5 50 5 0 35 30 25 20 1 1 1 1 20 25 30 5 0 5 50 5 0 5 0 5 WETLAND PERMIT IMPACT SUMMARY Hend 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 17+19 to 18+60 -L- LT Roadwa Fill 0.01 < 0.01 0.03 20+18 to 20+90 -L- LT Roadwa Fill < 0.01 0.02 TOTALS": 0.02 < 0.01 0.05 0 0 0 *Rounded totals are sum of actual impacts NOTES: �