The URL can be used to link to this page

Home My WebLink About20200469 Ver 1_B-5639_Permit Package Wetland_20200204_20200407Submitted 4/7/2020 H i hwa North Carolina Department of Transportation t �Stormwater o; Highway Stormwater Program STORMWATER MANAGEMENT PLAN — (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 45594.1.1 TIP No.: B-5639 County(ies): Duplin Page 1 of 1 General Project Information WBS Element: 45594.1.1 ITIP Number: B-5639 Project Type: Bridge Replacement Date: 9/17/2019 NCDOT Contact: Jacquelyn Bowles, PE Contractor / Desi ner: Sun ate Design Group, P.A. / Josh Dalton, PE Address: 1000 Birch Ridge Dr. Raleigh, NC 27610 Address: 905 Jones Franklin Rd. Raleigh, NC 27606 Phone: 919-707-6559 Phone: 919-710-8333 Email: jkbowles(?a.ncdot.gov Email: idaltontbD.sungatedesign.com City/Town: Count ies : Du lin River Basin(s): Cape Fear CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.33 Surrounding Land Use: IRural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.7 ac. 0.5 ac. Typical Cross Section Description: Paved 12' lanes with 8' shoulder section (11' shoulder with GR, 2' paved) Paved 11' lanes with variable grass shoulder section Annual Avg Daily Traffic (veh/hr/day): Design/Future: 3200 Year: 2040 Existing: 2617 Year: 2020 General Project Narrative: (Description of Minimization of Water Quality Impacts) NCDOT Highway Division 3 proposes to replace Bridge #036 on NC 11 over Maxwell Creek. The existing structure is 2@52' steel 1-beams on concrete vertical abutments with asphalt on concrete deck. The proposed structure is 1@55', 1@60, and 1@55' 24" cored slab with 4' end bent caps. Existing drainage patterns have been maintained to the extent practical, and rip rap will be used at all drainage outlets to dissipate energy and reduce erosion. Waterbody Information Surface Water Body (1): Maxwell Creek NCDWR Stream Index No.: 18-74-24-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters Sw Other Stream Classification: None Impairments: fecal coliform mercury H Aquatic T&E Species? Yes Comments: Unresolved per NRTR dated October 2016 NRTR Stream ID: Maxwell Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? iYes I Deck Drains Discharge Over Buffer? N/A Dissi ator Pads Provided in Buffer? N/A 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 %i ihmiffind A/7/7(l7(1 3 I E L a o� N= > O IN NT > \h L Ml9 � \LOB N07•— See Sheet lA For Index Sheets STATIC OIF NO1I TH CAROI ILA T6 R PR°,R`T RRRRReN`6 . No See Sheet 98 For Conventionn al Symbols � B-5 3 � 1921 11 1958 ® DIVISION OFHII�CII� WAYS TR PROl.N0. F A.PROl. _ ONO. E9CRIPTION aQ��a 1957 1737 0Lr 45594.1.1 P.E. 0y 1141 45594.2.1 RW & UTL a 1957 grown Town gr�d8e Rd. DV/T PLI NCOUNTY 1912 _ B-5639 of 1141 77 PROJECT° 1955 y� LIMITS LOCATION. BRIDGE NO.36 OVER MAXWELL CREEK PERMIT DRAWING MI dead Rd. ON NC 11 (CLODFELTER ROAD) SHEET 1 OF 15 W 1141 c� ' 1918 y ocv aE\\Rd. 11 TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE V �aC 1141 � tea. Register 1141 NA , �e9r5te 1996 p % 8 07 O Brothers 11 1932 Rd. 1996 WETLAND AND SURFACE WATER IMPACTS PERMIT VICINITY MAP (NOT TO SCALE) 4 & SITE 3 SITE 2 5 & SITE 4 2 B-1 LQ BEGIN B IDGE2 B —L— POT TA.22+68.75 END BRIDGE END TIP PROJECT B-5639 J —L— POT STA.24+41.25 —L— POT STA. 32+25.00 =1� BEGIN TIP PROJECT B-5639 __ _ . . —L— POT STA. 14+90.00'.�_ NC f '-- �-------=t=-- ------ I .___I ----Re------------- - ----- -- -- -• - TO REGISTER ---v I- --- -- — -- --•�---_ -----°--- _ / 0 SR 1912 ,,-- L DET IBEGINIDGEEND BEGIN DETOUR B-5639 BRIDG END DETOUR B-5639 —L DET— POC STA. 10+26.46 OT STA. 17+91.04 +/——L_DET— POT STA. 19+61.04 +/ —L DET— POC STA. 26+54.80 —L— STA. 15 + 06.95 / —L— STA. 31 + 3 2.2 2 SITE 1 SITE 5 �IMPSON 5640 D111-d Drive Suite 200 DOCUMENT NOT CONSIDERED FIN UNLESS ALL SIGNATURES COMPLETED j[� NGINEERS Cary. NC 216 $SOCIATE$ 1919I 852-0,98 19191 852-0598 (Fax) • www.slmpsonengr.com LICENSE NO. C-2521 V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PLANS PREPARED FOR NCDOT BY: M PO -.100 F.qu.,v.iNC 27526 SUNGATE DESIGN GROUP, P.A. HYDRAULICS ENGINEER 50 0 50 100 ADT 2020 = 2,617 ADT 2040 = 3,200 M 9191552-2253 MOTT '•• (919, 552-2254eMameri oz 9RN EIGH NORTHCNROL MACDONALD LICENSE NO. F-0669 ENG 19)8 ICENSE NO. Nh 2)606 2018 STANDARD SPECIFICATIONS ° K /0 = 9 LENGTH ROADWAY TIP B-5639 PROJECT = 0.296 MILES PLANS D = 55 % MICHAEL PEKAREK, PE SIGNATURE: PE PROJECT ENGINEER Fes, 50 0 50 100 T = 5 %* LENGTH STRUCTURE - TIP B-5639 PROJECT 0.033 MILES RIGHT OF WAY DATE: V = 60 MPH NOVEMBER 27, 2019 JOSH DALTON, PE ROADWAY DESIGN ENGINEER �Q,� PROFILE (HORIZONTAL) HYDRAULIC ENGINEER * TTST =2% DUAL 3% TOTAL LENGTH TIP B-5639 PROJECT = 0.329 MILES p op O 10 0 10 20 LETTING DATE: SUB -REGIONAL TIER JULY 21, 2020 DAVID STUTTS, PE NCDOT BRIDGE PROGRAM MANAGER V MAJOR COLLECTOR SIGNATURE. PE PROFILE (VERTICAL) m KILPATRICK FARMS, INC. N F— W W V) W N W NL N O- 1, WOWS O O --F- — — 24' CONC. —T — — —T— to — ----------�r— F PROJECT REFERENCE NO. B-5639 RMI SHEET NO. 50' 25' 0 50' 100, ROADWAY DESIGN ENGINEER SCALE: 1" = 50' "gam 077 I SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office f: M M PO Bor J00 MOT} Fgggvy-Varina, NC 3JS16 MRCDONND www.m m .wmbmvncoa I ,n SUNGATE DESIGN GROUP,WP.A. O N L( geoWW" n cos ouW ENG FIRM R.J. & CARRIE ROBINSON HEIRS N C/O NATHANEL BONY PERMIT DRAWING SHEET 4 OF 15 n F CL A RIPRAP a EST 1 TON SHOULDER BERM GUTTER EST 4 Sy GFD APPR. SLAB TO STA. 19+78 A DET- LT ExIsTING W 24' CONC. __ _--_—--- — TJ`------_ W F CONC./ — —r Fo— — ---T Tv---- -- E WOODS � F_ F E- / W Z U WETLAND WC F— Q 0 /ANTHONY K.DEVANE EVEL EVELYN J. DEVANE / a E 1 / E c t� II RIP RAP TSS SIT LIES RIP RAP I CLR Tro_ —_ --\�-- ----- _-----`-- ----- TFo--- 0 0 —/ i CF — ------------ llrk--WLe_ _ T T T—�E—�—�E� T T r r F w E—� .. . .. .. .. J,J,+ WETLAND WA * DENOTES MECHANIZED CLEARING KILPATRICK FARMS, INC. O 2 G T McCALOP DENOTES TEMPORARY & LOIS OIS CHASTEN. HEIRS IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND DENOTES EXCAVATION IN WETLAND FOR—L_DET— PROFILE, SEE SHEET 7 FOR —L— DESIGN, SEE SHEETS 4 & 5 m KILPATRICK FARMS, INC. N F- W W V) W NL O Z O +to — Trt9L� 89 all WwCODS—\ F —W \—F 'y\ 'yxx IrrYr � -- SITE W Z U WETLAND WC F- Q 0 /ANTHONY K.DEVANE EVEL EVELYN J. DEVANE / a E PROJECT REFERENCE NO. B-5639 RMI SHEET NO. 50' 25' 0 50' 100, ROADWAY DESIGN ENGINEER SCALE: 1" = 50' "gam 077 I SHEET NO. HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Office f: M M PO Bor J00 -TTFgggay-Varina, NC 3JS16 MRCDONND www.m m .wmbmvncoa I ,n SUNGATE DESIGN GROUP,NP.A. O N L( geoRR" ouNn cos ENG FIRM R.J. & CARRIE ROBINSON HEIRS N C/O NATHANEL BONY PERMIT DRAWING SHEET 5 OF 15 R CL A RIPRAP EST 1 TON SHOULDER BERM GUTTER EST 4 Sy GFD APPR. SLAB TO STA. 19+78 A DET- LT \ \ i 1 m LS WWI RI GE • --- ---- — ONC)h. NC OW 11 S 22' BST — T T T Jk � � AL � \ 1 / JP RAP TS SIT LA3S I RIP RAP CLR WETLAND WA * DENOTES MECHANIZED CLEARING KILPATRICK FARMS, INC. 2 O GARNETT McCALOP DENOTES TEMPORARY & LOIS CHASTEN, HEIRS IMPACTS IN SURFACE WATER DENOTES TEMPORARY FILL IN WETLAND DENOTES EXCAVATION IN WETLAND FOR-L_DET- PROFILE, SEE SHEET 7 FOR -L- DESIGN, SEE SHEETS 4 & 5 .qi ihmittPrl d/7/7(17(1 0 20 10 0 10 20 30 9 0 070 0 5 10 PROJ. REFERENCE NO. SHEET NO. �S B-5639 X-3 150 1,0 1130 1120 1 0 100 90 6 D 7 D 6 D 50 80 90 100 1 0 1 0 130 1 0 1 0 PERMIT DRAWING SHEET 7 OF 15 ti - 6796 0.023 0.024 _ 21 + 0.00 I NAL GIULDIN ° W MPORA LL IN W 191) 9 70 SITE 1 67 — 96 000 0.0 TLA D — 00 FINAL GRAD NG i 1 J ,\ 6809 0.020 TE I PO L IN RY WET ND --- FI AL RADNG --- -- ti 020 9 J I 0.020 0.020 79 — EMP ILL RA Rf IN WMAND 6 io W W •I ?�I 61) — I— — INAI r.RA nIN — .00 ti I J 0.020 T MPC LL I RAR WE LAN SITE 1 6 " F W W ;7 ?. — FINAL GRADIN — — 80 0 60 0 0 10 1 0 140 1 0 1 0 110 100 0 20 1p 1 20 30 070 80 9 10 110 1,0 1 0 1 0 1 0 .qi ihmittPrl d/7/7(17(1 C m N O a x E a oT NS- OQ! Q \NL MAD R \If]L NO]'- 40 30 20 3 ti h x w 10 0 10 20 30 0 0 60 0 5 10 PROJ. REFERENCE NO. SHEET NO. "714S B-5639 X-4 150 1,0 1130 1120 1 0 100 90 6 D 7 D 6 D 70 80 90 100 1 0 1 0 130 1 0 1 0 79 PERMIT DRAWING SHEET 8 OF 15 70 ee ee R c, 0.020 0. 20 e ee ee e] / 5350 09 00.00 ae ee ee ee 0, 20 0.02 a ae ee 21 ee ee e - 5035 EMPORARY IMPACT N SURFACE WATER 0.0 0 0.0 0 e eff SITE 1 — — — — I W - .75 a o 0 W WLL — 67 99 22 + 50.0 0.029 ? 0.024 0.02 — FINAL G DI G 190 J 71) Ell 71) 6792 0.040 .04 / W W � �; � ?• aFINAL GRADING-1 — — — — 140 140 1 0 140 110 100 050 0 20 1 1 D 20 5 0 1 0 1 0 1 0 1 0 1 0 .qi ihmittPrl d/7/7(17(1 rn m O a m E a oT NS- OQ! Q \NL MAD R \If]L NO]'- 0 40 30 20 10 0 10 20 30 I 10 0 070 0 5 10 PROJ. REFERENCE NO. SHEET NO. �S B-5639 X-5 150 1,0 1130 1120 1 0 100 90 ED 7D 6D 80 90 100 1 0 1 0 130 1 10 1 0 PERMIT DRAWING SHEET 9 OF 15 W 9 J Lj SITE 5 0� 1 0.020 0 020 0.006 0. C7 TE IL PO IN RY WETLkND 6736 \ ?• ?'I FINA GPiMING— — — W 9 71) 10.,029 0.0 0 0 020 0. 3 TEMPORARY FILLIN WET ND 67 58 �� W W > :I FINAL G DI G — — 110 25 W O li 0.0 0 0 020 0.040 0.040 TEM FILL O IN Y WETLAND 6 $' W W 25+00.00 3) ?'I --- --- FINAL G DIN � -- -- rin a SITE 5 0. 0 L 0.020 0.02 EMP RAR 69 os FINAL RA ING O 20 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 1 1 1 20 30 50 7 9101 0 1 0 140 110 1 0 1 0 I KILPATRICK FARMS, INC. WETLAND WD w Lu 2 N CLASS II RIP RAP TO SHOULDER POINT Lu STA. 20+00 TO W BEGIN BRIDGE LT & RT N N, O + O O F iF IF IE 1E iE 3F iF 3F BE BF 3F-0E BE BF iE iE�lE !E iE jF iV N 1,7 09' 40.3" W °a WOODS NILS LU E Z-- �` J 11 J, SITE 1 J, VElP EXCAVATE TO APPROX. NG EL AT CL=57.3' WETLAND WC O' ANTHONY JDEVANEE a E SITE 3 1 50' 25' 0 50' 100' SCALE: 1"-100' NAD 8�%% oI� N M 3 O R.J. CNATNEINBONYEIRS C/O t WETLAND WB CLASS I RIP RAP n TO SH ULDER POINT ' END RIDGE TO STA. 25+00 LT END RIDGE TO STA. 24+50 RT CL B RIPRAP m EST 1 TON I 'r EST 5YSY GFD'r N, i N, A� W SITE 4 A, 15" W/ELBOWS SHOULDER BERtk GUTTE R APPR. SLAB O STA. 4+65.5 IE 3E 3E iE 3E �lE iE - S J' J< N, _k EXISTING R/W .. 2G T LC — — — _ — — — r F —T Fo — _ ? FO rFo -- -- --- UNK at � Le— �.� — —wLB — — — — ezrsTw —_—— WLB — — — — —- b F .. HOULD BERM UTTER E- �/ APPg SLAB Tq STA.2j+65.5 \ 15" W/ELBOWS EXCAVATE TO APPROX. \ � 'Y � � S, N, J, �I, NG EL. AT CL=57.3' e3\ + EST RIPRAP WETLAND WA B 1 TON TON EST 5 SY GFD PROJECT REFERENCE NO. SHEET NO. B-5639 5 RNI SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED P'eP.'ed in the Office of: m "o M Fo Bo, ry TT Fgggay-Varina, NC 3JS16 M-..NND www.monma<.wmbmvncoa PERMIT DRAWING SHEET 10 OF 15 F F DENOTES FILL IN WETLAND * * * DENOTES MECHANIZED CLEARING KILPATRICK FARMS, INC. O G OIS TT CHASTENTEN,,H DENOTES IMPACTS IN AR CHH & EIRS SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER STRUCTURE EXCAVATION APPROACH SLAB FOR -L- PROFILE, SEE SHEET 6 FOR DETOUR DESIGN, SEE SHEETS 213-1 & 2B-2 lqll KILPATRICK FARMS, INC. F— WETLAND WD W W 2 N CLASS II RIP RAP TO SHOULDER POINT W STA. 20+00 TO W BEGIN BRIDGE LT & RT N O\ I wows O W -- CN I � \ "^ WOODS —wLa Lu Z�_-- J J, SITE 1 � E. 2 � UEIP EXCAVATE TO APPROX. QNG EL AT CL=57.3' WETLAND WC O' ANTHONY JDEVANEE a E 1 50' 25' 0 50' 100, SCALE: 1"-100' NAD 0)) I N M O R.J. CNATNEINBONYEIRS C/O t WETLAND WB CLASS I RIP RAP n TO SH ULDER POINT ' END RIDGE TO STA. 25+00 LT END RIDGE TO STA. 24+50 RT CL B RIPRAP m EST 1 TON EST 5YSY GFD'r SITE 3 i SITE 4 SHOUd9A_BER4_GUIIF y: 'Y s (< AP R. SLAB O STA. *+65.5 I TB 2GI i. NC Y11S 22'BST TB 2GI i F \ AP LAB Tq STA. 2j+65.5 E S�' E� \/\ ✓� J< \ SITE 5 \ \ 15" WiELBOWS EXCAVATE TO APPROX. \ 'Y NG EL. AT CL=57.3' a*\ RIPRAP WETLAND WA EST B 1 TON EST 5 TON SY GFD PROJECT REFERENCE NO. SHEET NO. B-5639 5 RNI SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED P'eP.'ed in the Office of: m M FO wo, goo -TT Fgggvy-Varina, NC 3JS16 M-..NND www.monmq<.wmbmvncoa PERMIT DRAWING SHEET 11 OF 15 F F DENOTES FILL IN WETLAND * * * DENOTES MECHANIZED CLEARING KILPATRICK FARMS, INC. O 2 G OIS TT CHASTENTEN,,H DENOTES IMPACTS IN AR CHH & EIRS SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER STRUCTURE EXCAVATION APPROACH SLAB FOR —L— PROFILE, SEE SHEET 6 FOR DETOUR DESIGN, SEE SHEETS 2113-1 & 2113-2 .qi ihmittPrl d/7/7(17(1 m J a m E a oT NS- OQ! Q \NL MAD R \If]L NO]'- 0 20 10 0 10 20 30 9 0 070 0 5 10 PROJ. REFERENCE NO. SHEET NO. �S B-5639 X-3 150 1,0 1130 1120 1 0 100 90 6 D 7 D 6 D 50 80 90 100 1 0 1 0 130 1 0 1 0 PERMIT DRAWING SHEET 13 OF 15 - 6796 0.023 0.024 _ 21 + 0.00 I NAL G DIN — — — — _ 9 ° 1~il SITE 1 FILLIN WETLAND 6796 T I 000 0, ILL N ETLA D — — FI III AL RAD �--tl- NG 0.0 0 J SITE 2 LL FILL IN W LAN 6809 - FILLIN ET ND SITE 1 --- F114AL GRADING- --- -- ti 020 9 J I 0.020 0.020 — 6110 AQ W W •I ?�I - I— 111. r.R —n-I—NC.4rn ti I J 79 1 � 0.020 6 .11 W W :7 2, — FINAL GRADING— — 80 70 60 0 0 0 1 0 1 0 1130 140 TO 100 90 20 1 M 20 30 40 50 60 8 1 0 1 0 1 0 1 0 1 0 1 0 .qi ihmittPrl d/7/7(17(1 L0 m a x m E a oT NS- OQ! Q \NL MAD R \If]L NO]'- 0 40 30 20 10 0 10 20 30 40 50 070 0 5 10 PROJ. REFERENCE NO. SHEET NO. �S B-5639 X-5 150 1,0 1130 1120 1 0 100 90 ED 7D 6D 80 90 100 1 0 130 130 1 10 1 0 PERMIT DRAWING SHEET 14 OF 15 � W 9 J SITE 4Li SITE 5 FILL N ETLA D •1 0.0 0 0 020 0.006 0. 7 F IN WE LAN — 6736 \ ?• ?'I FINA GRADING — — — W 9 LLJ FILLIN ET ND L' o.o 0 0 020 0.029 0. 30 I 6758 I� > FINAL G DI G 71) 2 b3' 0.010 0 020 0.040 0.040 6 .81 W W 25+00.00 3 ) ?'I --- --- FINAL G-- a SITE 4 F� FILL IN ET D � 0. 0 1 0.020 0.02 I 6802 I— FI AL GRA11ING 1 0 1 0 1 0 Jo 1 0 1 0 0 0 0 50 0 1 D 1 20 0 50 60 70 Eio 9 0 110 AD l 0 110 140 Submitted 4/7/2020 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 20+11 to 21+09-L-RT ROADWAY FILL < 0.01 14+62 to 16+65-LDET-RT ROADWAY FILL 0.08 0.02 17+22 to 17+38-LDET-RT ROADWAY FILL < 0.01 2 20+21 to 22+85-L-LT ROADWAY FILL 0.02 0.06 3 22+85 to 24+25-L- 170' BRIDGE * < 0.01 < 0.01 0.09 99 17+46 to 19+61-LDET- 170' DETOUR BRIDGE < 0.01 < 0.01 < 0.01 27 4 24+22 to 25+34-L-LT ROADWAY FILL < 0.01 0.02 26+01 to 27+49-L-LT ROADWAY FILL 0.03 0.03 5 25+81 to 27+17-L-RT ROADWAY FILL 0.02 19+61 to 26+42-LDET-RT ROADWAY FILL 0.19 < 0.01 0.08 TOTALS*: 0.07 1 0.27 1 < 0.01 1 0.21 0.10 0 126 0 *Rounded totals are sum of actual impacts NOTES: * Site 3 Interior Piers are 2(8 - 14x73 (14.6in x13.6in)) = 2(8 (198.6 sq in)) = 2(1588.8 sq in) = 22 sq ft (0.0005 ac) 2018 Feb