The URL can be used to link to this page

Home My WebLink About20190749 Ver 2_840290_Permit Drawings_REV_April2020_20200417Highway North Carolina Department of Transportation StOCCYllilIj Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: TIP No.: 17BP.9.C.12 County(ies): Stokes Page 1 of 1 General Project Information WBS Element: ITIP Number: 17BP.9.C.12 Project Type: Other Date: 4/29/2019 NCDOT Contact: Galen Cail, PE Contractor / Desi ner: Galen Cail, PE Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Address: 1000 Birch Ridge Drive Raleigh, NC 27610 Phone: 919-707-6711 Phone: 919-707-6711 Email: gcgiLl@ncdot.gov Email: cail ncdot. ov City/Town: Count ies : Stokes River Basin(s): Yadkin -Pee Dee ICAMA County? No Wetlands within Project Limits? No Project Description Project Length lin. miles or feet): 0.076 miles SurroundingLand Use: Forest, rural residential and agricultural Proposed Project Existing Site Project Built -Upon Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2 @ 12' lanes with 6' shoulders, 9' total with guard rail 2 @ I V lanes with 1' paved shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 6000 Year: 2025 Existing: 3000 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) State Project 17BP.9.C.12 involves the replacement of the existing NCDOT Pipe Culvert on SR 1128 (Brown Rd) over Danbury Creek. The Pipe Culvert consists of 2 @ 98" x 72" CSPAs. The proposed culvert will be 20'-6" x 7'-3" Alum Box Culvert with HW and EW. The proposed culvert is located in Zone AE of FIRM Map number 3710599200J and was studied by Detailed Study methods. The proposed culvert will maintain or improve the existing level of service for the 100 YR event. Waterbody Information Surface Water Body 1 : Danbury Creek NCDWR Stream Index No.: 12-77-3 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? No Comments: NRTR Stream ID: Danbury Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body ? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? I N/A (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) • • .• 10 N U d h U O ff� z 0 LLJ w Q v� z V�fo,w ff} ff} ff} *ff}* 1713P.9.C.12 PROJECT—O LIMITS VICINITY MAP (NOT TO SCALE) OFF —SITE DETOUR 1 1 STATE OF NORTH CAROLINA DIVISION OF HILnHW:\YS STOKES COUNTY LOCATION: BRIDGE NO.290 OVER DANB UR Y CREED 0111 SR 1128 (BROWN ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT WETLAND AND SURFACE WATER IMPACTS PERMIT N'IO t0 M? OLNE BEGIN PROJECT 17BP.9.C.12 -L - POT Sta. 13+00.00 END PROJECT 17BP.9.C.12 -L - POC Sta. 17 +00.00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. STATE STATE PROJECT REPERENCE NQ SHEET NO. TOTAL SHEETS N.C. 1713P.9.C.12 I STATE PROD. NQ P. A. PROD. NQ DESCRIPTION 17BP.9.C.12 WA PE 17BP.9.C.12 WA RN/, UTL 17BP.9.C.12 WA CONST n PERMIT DRAWING SHEET 1 OF 5 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES 50 25 0 50 100 DESIGN DATA ADT (2 015) = 3,400 ADT (2025)= 61800 V = 35 MPH FUNC CLASS = LOCAL SUB REGIONAL TIER PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.072 MILES LENGTH STRUCTURE TIP PROJECT = 0.004 MILES — TOTAL LENGTH TIP PROJECT — 0.076 MILES Prepored in the Office of Simpson Engineers & Associotes for DIVISION 9 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY DESIGN ENGINEER T� SIGNATURE: P.E. PLANS PREPARED BY: IMPSON 5640 Dillord Drive S NGINEERS Suite 200 JV ssOCIATEs Cory.952-04688 c919i852-0598 tFoxi www•Simpsonengr,Com LICENSE NO. C-2521 2018 STANDARD SPECIFICATIONS DAVID SIMPSON PE PLANS 50 25 0 50 loo RIGHT OF WAY DATE: DECEMBER 4, 2018 PROJECT ENGINEER' REID B. ROBOL, PE HYDRAULICS ENGINEER P.E. SIGNATURE: LETTING DATE: JANUARY 22, 2020 �.��' 00 Vhb VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 h NC 27606 Raleigh, g PROFILE (HORIZONTAL) 11 0 5 0 10 20 HYDRAULIC ENGINEER DANIEL DAGENHART NCDOT CONTACT. DIVISION BRIDGE PROGRAM MANAGER PROFILE (VERTICAL) DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) o� Fill Natural 3 Nyt Slope Ground ? J D F\o d Geotextile Min. D= 1.0 Ft. Type of Liner- Class B Rip -Rap Max. d= 1.0 Ft. STA. 15 + 13 TO 16 + 50 RT MICHAEL G. & JEAN MARTIN FULK PG CHRISTIE M. EDWARDS DBPB84 PG 117 9 DB 573 PG 27 v CHARLES W.& BETTY H. JONES z �0 3 DB 218 PG 916 SITE 60°00' Q w L'i \ �// DANBURY CREEK (a) WOODS No �S� TYLER LEE WILSON rj DE7o� E wooDs DB 669 PG 1436 DPCO \� \ , PB 4 PG 117 EIP EXISTING R/W EIP / �� v — WOODS CLASS I RIP RAP �— — — NS 6" PVC I \ PUE PUE / / N �� m > EST. 165 SEST. 110 OY GEOTEXTILE WOODS — --G— —— W/LT At I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED M M PO Box 700 MOTT Fuquay-Varina, NC 27526 MACDONALD www.mottmac.convbmericas �►'.i;' �� VHB Engineering NC, P.C. (C-3705) `v, 940 Main Campus Drive, Suite 500 Raleiah. INC 27606 DENOTES IMPACTS IN WFA SURFACE WATER ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER I ♦�� UE DPCO EOI e WOODS R / EO=— —c— 50K_® IP— / 18, CP 18 DP P BM2 �x\ NESTER 0 _ Ell 80T RI r�E WING / HISPERINO CREED— _ _ 7� i 1 \ T A R p �0\ / TO W / EXISTING EIP EIP EIP I�3 —_p DPCO W/LT DPC0 EIP ►� - \ �__ = ♦',� A\ / Cf-i E\ W/LT i GR l E� — �� F �� 24, PAVED ROAD � SjNG Raw ,� m / / 20 6 x 7 3 ABC w+W—_ _ Dlwl 1tiN �I I �PuDP �O \\FSO �� SR 112$ BRjR%/ DI �x t I / P t I � R EIP CP ten, PUE F —�„ _ _ ' 15 RCP DPCO WOODS /gym DI \ CA 13 A5 F 12" RCP F U — — EIP\ \ 0 O C I / o C, EIP >I z MICHAEL SHANE & / I (_:I � II is DUES Q��Q A o \ � \ JULIE ANN LYONS PCo DB 418 PG 882 S1 A o I II LOWELL W. & CLASS I RIP RAP WOODS EST.300 TONS DI JOAN E. GARRETT EST. 325 SY GEOTEXTILE Zs-ANTHONY R. 6E DB 537 PG 1837 CLASS B RIP RAP DONALD & 82 69 EST.1 TON z o BETTY HAMPTON EST.5 SY GEOTEXTILE Qj DB 233 PG 637 SPECIAL LATERAL DITCH Qj DI SEE DETAIL 1 60 °o EST.40 TONS RIP RAP Ij INLET DETAIL 3 EST. 70 SY GEOTEXTILE O t� EIP NTS 0'-6"x7'-3" ABC NANCY T. SINGLETON DB 691 PG 116 PB 15 PG 66 4 i o \ NANCY T. SINGLETON k PG 116 NG IN,\ /DB PB 15PG66 `J 2' (TYP) F,��STiyG EXCAVATION = 70 C CLASS I RIP RAP R/\ W/GEOTEXTILE 0 TLET DETAIL \ NITS 20'-6"x7'-3" ABC �NG 2' (TYP) % CLASS I RIP RAP W/GEOTEXTILE LE_ATION = 125 CY ------------------------------------------------------------------------------------ - - - - -� /------------ - - - - - - --------------------------- F---------------------------------------------------------------- - - - - -- DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) w Co z� of14 w-69- Q 0 z_64 rr f& LLI (4 {fr cn -64 w 61�Q kpf _64o 0 Eft 64 ----------------------- o� Natural Ground ? J D F\o d Geotextile Min. D= 1.0 Type of Liner- Class B Rip -Rap Max. d= 1.0 Fill Slope STA. 15 + 13 TO 16 + 50 RT -c"i WIX DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 980 � /� PO Box 700 MOTT 1Y1 Fuquay-Varina, NC 27526 \ \ \ \ \\ \ \ \\ �- � / �/ ��/ / / / J ( � \ \\\ � � \ \ `� / Qa� / MACDONALD www.mottmac.com/americas \ \ \ '_ .. 1 �\ \\\� / \/ / / /�@ \ \\ \ _� �►'�; VHB Engineering NC, P.C. (C-3705) 940 Main Cam us Drive, Suite 500 �VI1V Raleigh NC 27606 —975 r_ _�5—�///� 1- — �— / 965 DENOTES ACE WATER IN SURF DENOTES TEMPORARY IMPACTS IN SURFACE WATER _\ \ � _� _\��\\\� � � / �h � / / � � � �- ` �- � � / / / gym' j, \ — — -- — — —96m• / / / � % - �� i /�Jr 96— � � / _970- JEAN MARTIN€L3Llf-�/YA/// DB 688 PG 1709 /'( �.m�b---- \ �TIE�vI E��ARDS.s \ PLC 4—�G / a \ / // / �� / 5'f �PG \6m. /� / I I CHARLES W. & / —975- — �- /�� /� ��\ �// j ( BETTY H. JONES / / 1 DB-2f8 PG 916 /" DANBURY C69 2 s LF _ TYLER LE WILS�\ / \ \ \ \ / i \ \ o\ w 6S `� a / DB 669 436 MISTING R/W Ell: \� / �7 RIP RA ` \\L \ > <— —975. �DS/ ✓110 TON \ 1 / J ( j /� 1 6" PVC � \ PUE PU � � m T. 1 SY RAP / � � / \ �O _ / /� W/LT QJt \J I L� �� _ —DPCO ODD / / // / \ I I J / �_�� — — — — — c _ 5oK �� /� 8" cps %I�\— \� \\ �— —5 — — — / / —955 -- — EIP / 18" DP RI / — — o —955 — \ —! , �� / _C / e B M 2/ �N INONES I / �� T P(� �' PER IG CREEK DF? __ — �� \ �—�—� T / _ O W� �i EXISTING R/W—�— ` i j =_ \b/" - '\ // !� o. EIP EIP-�-\� VV LT 'Ile El W/LDPCOT �G E / /%� �� \ 20 -6 x T-�3 AB �` / �� 24' PA /� DPC0 \ \FS / ��_ / / g gRp��yN R0 D BMI P�8 / j—/ �` / / Ili P zEIP —\ �— �� %q5o ^ 1 , P \—/ \/ / /— '� DPCO \ �9so. \ f WOODS OF jH. r , F / 97/4� CA Q5 \ / 50% _.• � UE /`- / �ei w \ \ MICR HANE \ � � DUE / /E o JULI ANN YON A DB�418 P� 882� �\� ) �cLAss I RIP RAP wo / / V �� r �/ \\\ ( 1 � / I GARRETT EST. 300 TONS / / \ �/� o \ -� --ANTHONY R. o E �Dl �° DB 537 PG 1837 �� EST. 325 SY GEOTEXTILE 9 / // / /� \� QNALD & \ DB 482 PG 66 I �b6 / / SPECIAL LA Mk-L DITCJ9 / 6 DI // / — �\ SEE DETAIL`1 EST. 40 TONS. RIP/ P EST. 70 SY G TE IL INLET DETAIL � NTS — O,_6"x7'-3" ABCm�b� ANCY �: SINGLETON NGJ --- �— — 2' (T Y P) / / XM \� CLASS RIP RAP cD /M/(/ EXCAVATION = 70 C W/GEOTEXTILE�� j/ % ) / � / / % \ �\ \ \ \ \ s J ab— , ��11/l, w j 0 TLET DETAIL NTS 20'-6"x7'-3" ABC �NG 2' (TYP) CLASS I RIP RAP W/GEOTEXTILE LE ION = 125 CY 96( a 1 JEAN MARTIN FULK DB 688 PG 1709 PB 4 PG 117 '' E I P DPCO - --------- W/LT GR G - CIP ---� DPCO ED8 'P PVE -, n S CLASS I RIP RAP EST. 300 TONS - EST. 325 SY GEOTEXTILE CLASS B RIP RAP EST. 1 TON - EST. 5 SY GEOTEXTILE ANCY T. SINGLETON DB 691 PG 116 PB 15 PG 66 PERMIT DRAWING SHEET 4 OF 6 CHARLES W. & BETTY Ho JONES DB 218 PG 916 SITE��\ DENOTES IMPACTS IN 1 _ ..,�, Gov rRFFK %c,! SURFACE WATER SPECIAL LATERAL DITCH SEE DETAIL 1 EST. 40 TONS RIP RAP EST. 70 SY GEOTEXTILE DONALD & BETTY HAMPTON DB 233 PG 637 ANTHONY DB 482 R. MOORE PG 669 *Rounded totals are sum of actual impacts 1 A=OUTLET NC DEPARTMENT OF TRANSPORTATION 1 B=INLET DIVISION OF HIGHWAYS ** CHANNEL BED RIP RAP and BANK STABILIZATION STOKES COUNTY 17BP.9.C.12 Revised 2018 Feb SHEET 5 OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE ER 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) 1A 14+55+/14+76 -L- RT 20'-6" x 7'-3" ABC < 0.01 14 1A 14+55/17+74 -L- RT RIP RAP IMPACTS 0.01 34 1A 14+16/14+37 -L- RT DEWATERING < 0.01 12 1 B 14+91 /15+12 -L- LT 20'-6" x 7'-3" ABC 0.01 18 1 B 15+24/15+39 -L- LT RIP RAP IMPACTS 0.01 26 1 B 15+18/15+46 -L- LT DEWATERING < 0.01 7 TOTALS: 0.03 < 0.01 92 19 0 Perm SW Temp SW