The URL can be used to link to this page

Home My WebLink About20190088 Ver 1_080202_Permits_Combined_20190114North Carolina Department of Transportation k li�f�l�1''r3�' �iUl't31�vti1t[�r Highway Stormwater Program •�• • STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS �� WBS Element: 15406.1009013 TIP No.: SF-080202 County(ies): Bladen Page 1 of 1 General Project Information WBS Element: 15406.1009013 TIP Number: SF-080202 Project Type: Other Date: 1/2/2019 NCDOT Contact: James J. Rerko Contractor / Designer: Wetherill Engineering, Inc. / Harminder Singh, PE Address: Highway Divison 6 Address: 1223 Jones Franklin Rd. 500 Transportation Drive, 28301 Fayetteville, NC Raleigh, NC 27606 Phone: 910-437-0207 Phone: 919-851-8077 Email: lirerko(cilncdot.qov Email: hsinqh(c�wetherillenq.com CitylTown: Hickory Grove / Crossroads County(ies): Bladen River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.028 mi Surrounding Land Use: RURAL, RESIDENTIAL, AGRICULTURAL, REGION 4 Proposed Project Existing Site Project Built-Upon Area (ac.) 0.2 ac. 0.2 ac. Typical Cross Section Description: (2) 11' lanes with grassed shoulders and up to 6' shoulders with guardrail. (2) 11' lanes with grassed shoulders Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 1300 Year: 2018 Existin : Year: General Project Narrative: REMOVE EXISTING 2@112" X 75" CMPA AND REPLACE W ITH 2@ 12' X 7' RCBC (INLET BURIED 1') W ITH BEVELED HEADWALL. THIS PROJECT HAS NO (Description of Minimization of Water WETLANDS OR BUFFER ZONES. Quality Impacts) Waterbod Information Surface Water Body (1): Smith Mill Pond Run NCDWR Stream Index No.: 18-68-12-14 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) None Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A 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) � � � � 0 o� 0 O � �O 0 CI` � � ., � V � � � � See Sheet 9-A For Index of Sheets BLADEI� CO U1�TY LOCATI0IV: STRUCTURE 1V0. 080202 OVER SMITH MILL P0111D R UN ON NC 210 TYPE OF WORK GRADI11tG, DRAI11tAGE, PAVI11lG F� STRUCTURE WETLAN D AN D S U RFAC E WATER IMPACTS PERMIT <<o F\bb,y BEGIN CULVERT �, STA.14+33.18+i END 1 CULVERT � ,� STA. 14 + 60.93 +/- . _�� _ - - .�\ / '\ �� N�� BEGIN PROJECT 15406.1009013 '5��'LO � -LREV- POC STA. 10+25.00 �y�y �O �� T0� C 47 + � � � � c� � � �� c� � z �,`� � �'�� f»�,s �.�� :��. �� a �t�z >G�L ��,.� �� E�� c� � ��f �� •� � V � � O V THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) DESIGN DATA ADT 2018 = 1300 T = 7 % * V = 55 MPH (TTST =3% + DUAL =� FUNC CLASS = MAJOR COLLECTOR REGIONAL TIER �� I� �� PROJECT LENGTH GTH ROADWAY PROJECT 15406.1009013 = 0.023 MILES GTH STRUCTURE PROJECT 15406.1009013 = 0.005 MILES AL LENGTH PROJECT 15406.1009013 = 0.028 MILES NCDOT CONTACT: CHRISTY HUFF, PE DIVIS70N 6 BRIDGE PROGRAM MAhAGER Prepored for: DIVISION OF HIGHWAYS DIVISION SIX 558 GILLESAIE STREET, FAYETTEVILLE NC, 28301 20I8 STANDARD SAEClFlCATlONS RIGHT OF WAY DATE: EDWARD G. WETHERILL, PE PROJEC7 ENGINEER LETTING DATE: I GREG S. PURVIS, PE PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN E1YGIlYEER r.E. STwTE STATE PROJECT REPERENCE NO. ��NO. SH �a�� 15406.1009013 � STATE PROJ.NO. P.A.PROJ.NO. DESCR�PTION 15406.1009013 PE 15406.1009013 UTIL., WW 15406.1009013 CONST. � 1223 Jones Fronkli.� Raleigh, N.C. ?. .. I.;c-:,,;.- �ln. f �. TRANSPORTATION PLANNINC/DESICN - BR106E/STRUCTURE DES16N CNiC/5/TE OESiGN - 6/S/6P5 - CONSTRUCTiON OBSEkVATiON STRUCTURE #080202 EMERGEIVCY CULVERT REPLACEME11tT: DIVISI011t 6 ROW PLANS PERMIT DRAWING SHEET 1 OF 6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED WETLAND PERMIT IMPACT 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) (tt) (ft) (tt) 1 Sta 14+03 to Sta 14+95 Culvert 0.02 0.02 95 TOTALS`: 0.02 0.02 95 0 0 "Rounded totals are sum of actual impacts NOTES: NO WETLAND OR BUFFERS ON PROJECT � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CONSTRUCTION PHASING CULVERT 080202 C U LVE RT AT STATI O N 14 + 4 7-L- -P HAS E 1- 1. CONSTRUCT IMPERVIOUS DIKES 1,2. MAINTAIN FLOW THROUGH BARREL B OF EXISTING CMPA. 2. EXCAVATE FOR AND CONSTRUCT BARREL A OF THE PROPOSED RCBC. CONSTRUCT THE PROPOSED INLET AND OUTLET CHANNELS IMPROVEMENTS. 3. REMOVE IMPERVIOUS DIKES 1,2 N Z � N i � a ,�o C��P �^ �� 0 � � � � :rt � � t6s? u � t» � z � �d3e. �er�n �� w�w �� ¢ �n�z r�� n(aw �� STRUCTURE 080202 PRELIM. RDWY. PLANS PERMIT DRAWING SHEET 6 OF 6 SHEET NO. WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER -PHASE 2- ' l. INSTALL IMPERVIOUS DIKES 3,4. DIVERT FLOW IN TO THE NEWLY CONSTRUCTED BARREL A OF RCBC. 2. EXCAVATE FOR AND CONSTRUCT BARREL B OF THE PROPOSED RCBC. CONSTRUCT THE PROPOSED INLET AND OUTLET CHANNELS IMPROVEMENTS. 3. REMOVE IMPERVIOUS DIKES 3,4 AND ESTABLISH FLOW INTO BOTH BARRELS OF THE PROPOSED RCBC. 4. FINALIZE CONSTRUCTION OF -LRev- ALIGNMENT. \Y I l �� \ � ti � �� \F Bl�I/ � ��— � _—W---�—� —_\ � ' � � ai C \ � �. ��\ � �� NY� A/� C BA B — — � �� --_ c Q_ _ _ — ��— � � \ � " < � — �� o —�''�� a:i �� c�— — — %�� IMPERVIOUS Z`� � �� o DI � � ��2 �� IMPERVIOUS DIKE 4 � STA. 14 + 60.'