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Home My WebLink About20210925 Ver 1_Tabernacle Church Rd Permit Drawings_20210623(Version 2.08; Released April 2018)17BP.7.R.138TIP No.:SF-400584County(ies):Guilford Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?Design/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes NoNoN/ADeck Drains Discharge Over Water Body?(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)ac.2 @ 10' lanes with 0.5' paved shoulders.1060rrobol@vhb.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyJordan LakeBuffer Rules in Effect:None5302 @ 11' lanes with 4' paved shoulders and 2' grass shoulders (road) and 2 @ 11' lanes with 4'-3'' paved shoulders (bridge).Waterbody Information2015NCDWR Stream Index No.:17BP.7.R.138Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)TIP project SF-400584 involves the replacement of the existing NCDOT Bridge #400584 on SR 3412 (Tabernacle Church Road) over Big Alamance Creek at Guilford County. Bridge #400584 consists of 3 @ 30' precast prestressed concrete channels with end bents made of PPC cap and timber piles and interior bents made of PPC cap and steel piles. The proposed bridge consists of 1 @ 100'-39" box beam with 4'-0" caps. Rip-rap pads will be utilized to disspate energy and to reduce velocity at all proposed outfalls. No deck drains are required for the proposed bridge. The bridge subject to the Jordan Lake Buffer Rules.940 Main Campus DriveNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1000 Birch Ridge DriveAddress:General Project InformationSF-400584WBS Element:Bridge replacementWBS Element:Reid RobolNCDOT Contact:919-707-6711Suite 500Raleigh, NC 27606Contractor / Designer:919-754-5005gcail@ncdot.govAddress:3/31/2021GuilfordPleasant GardenGalen CailRaleigh, 27610 NCRiver Basin(s): City/Town:0.4Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoForest, rural residentialBig Alamance Creek16-19-(1)0.30.12Project DescriptionProposed ProjectCape FearNoneSupplemental Classification: Nutrient Sensitive Waters (NSW)Wetlands within Project Limits? Southern 3587 3565 3566 3567 3564 3411 3411 3622 3623 3410 3562 3389 3551 3551 3394 3479 3527 3574 3573 3588 3618 3618 3606 3613 3612 3604 3601 3579 3589 35913590 3607 3330 3571 3512 3543 3544 3545 3540 3538 3548 3548 3537 3615 3542 3332 3592 36513632 3637 3633 3414 3451 3660 3659 3680 3679 3484 3477 3476 3438 3418 3412 3580 3580 3484 3549 3407 3407 3413 3512 3694 3480 3711 3713 3714 3687 3712 3602 3549 3600 3638 3632 3648 3648 3656 3392 3593 3393 3574 3603 3643 3600 3609 3602 3699 3549 3389 3723 3621 3738 3740 3739 421 3551 3527 3573 3393 3738 3652 3608 NAD 83/ NA 2011-L- Sta. 13+63.00 BEGIN APPROACH SLAB -L- Sta. 13+75.00 BEGIN BRIDGE -L- Sta. 14+75.00 END BRIDGE -L- Sta. 14+87.00 END APPROACH SLAB -L- POC Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.138 -L- POT Sta. 17+50.00 END PROJECT 17BP.7.R.138 US 421 TO PLEASANT GARDEN TO -L- LIMITS PROJECT 17BP.7.R.138 (TABERNACLE CHURCH ROAD) SR 3412 WETLAND AND SURFACE WATERS IMPACTS PERMIT SITE 1 SHEET 1 OF 6 PERMIT DRAWING 25 50 10050 25 50 10050 5 10 20 10 =ADT FUNC CLASS = 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 9:57:39 AMR:\Hydraulics\PERMITS_Environmental\Drawings\SF-400584_Hyd_prm_WET_TSH.dgnrrobolNORTH CAROLINA DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER HYDRAULIC ENGINEERHYDRAULIC ENGINEER PLANS PREPARED BY: VICINITY MAP (NOT TO SCALE)PROJECT:V = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ROADWAY DESIGN ENGINEER 17BP.7.R.138 17BP.7.R.138REID B. ROBOL, PE (2015) =ADT (2025) TOTAL LENGTH TIP PROJECT = 0.123 MILES LENGTH STRUCTURE TIP PROJECT = 0.019 MILES LENGTH ROADWAY TIP PROJECT = 0.104 MILES 2018 STANDARD SPECIFICATIONS GRADING, PAVING, DRAINAGE AND STRUCTURE SUB REGIONAL TIER DAVID SIMPSON, PE NCDOT CONTACT: PROGRAM MANAGER DIVISION BRIDGE Prepared in the Office of Simpson Engineers & Associates for RIGHT OF WAY DATE: 1,060 OFF-SITE DETOUR CONTRACT:GUILFORD COUNTY DIVISION 7 TIM POWERS, PE 530 45 MPH BRIDGE NO. 584 OVER BIG LITTLE ALAMANCE CREEK ON SR 3412 (TABERNACLE CHURCH ROAD) LOCAL Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500BIG ALAMANCE CREEKBI G ALAMANCE CREEKIMPSON NGINEERS &SSOCIATESAES 5640 Dillard Drive Suite 200 Cary, NC 27518 (919) 852-0468 (919) 852-0598 (Fax) www.simpsonengr.com LICENSE NO. C-2521 H H 18" RCP 12" HDPE 15" RCP 15" RCP CONCCONC CONCBST36" WWT T T T EOI EOI EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00'60.00'TO PLEASANT GARDEN TO US 421 15" RCP CONC 15' UTILITY EASEMENTGR16" DI P (PER RECORDS) 1 5 " TRUS S ( P ER RECORDS ) S EWER EAS EMENT P ER DB 4 3 9 5 P G 1 1 6 1 S EWER EAS EMENT P ER DB 4 3 9 5 P G 1 3 9 9 SEWER EASEMENT PER DB 4395 PG 1167MH WOODS WOODS WOODS WOODS WOODS ELEVATION: 684.53 FINISHED FLOOR 1SFD 2SFD S ELEVATION: 680.30 FINISHED FLOOR SLAB WOODS MH MH EIP 0.2' TO WOODS STONE 24"STONE 24" WOODS MTL MTL EOI WOODS JOHN W ARCHER, JR LINDA W. ARCHER EIP TO 0.6' RAP RIP JOHN W ARCHER, JR LINDA W. ARCHER CREEKALAMANCEBIGQUATE LIVING TRUST CLARENCE W QUATE TRUSTEE HAZEL W QUATE TRUSTEE WALTER G RICKS III MARY N RICKS DELLA C ELLIS MICHAEL G ELLIS DAVID R HANKINS PEGGY A HANKINSCREEKALAMANCEBIG GR JAMES G GADDY BOBBI B GADDY 20' BSTSR 3412 TABERNACLE CHURCH RD 30" CMP RAP RIP SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\SF-400584_Hyd_prm_WET_nocon_PSH04.dgn9:58:06 AM4/1/2021PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.138 - GUILFORD 584 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 10 11 12 13 14 15 16 17 18 650 660 670 680 690 700 (-)4 .3 4 2 9% (-)0.3938%(+)3.8000% 650 660 670 680 690 700 BEGIN GRADESTA. 11+00.00 BEGIN PROJECT EXIST TO MILL PI = 12+55.00 EL = 688.12' VC = 210' PI = 15+80.00 EL = 686.84' VC = 210' -L- END GRADE STA. 17+00.00 EL = 691.40' STA. 17+50.00 END PROJECT EXIST TO MILL K = 53 K = 50 STA. 11+50.00 EL = 692.68'(-) 5.550% BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT CFS FT CFS FT CFS YRS FT = 02/28/2019 = 671.4 = 1494 = 25 YR = 679.1 = 2116 = 100 YR = 680.5 = 6666 = 500+ = 687.2ELEV. = 693.45'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 682.94'-L- STA. 13+00END SP DITCH RTELEV. = 692.25'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 689.38'-L- STA. 11+50PI SP DITCH LTELEV. = 685.50'-L- STA. 12+75END SP DITCH LT(-) 5.7400% (-) 3 .1040% L GP ELEV. = 687.45' W/4' DEEP CAPS 1 SPAN: 1@100', SKEW 90 39" BOX BEAM BRIDGE C STA. 14+25.0 -L- DATE: 02-28-2019 ELEV.=671.4' NORMAL WS ELEV=677.5' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP (STRUCTURE PAY ITEM) EXCAVATION = 175 CY 1 2 3 4 2 15+00-L- -L- PC Sta. 10+00.00 -L- PT Sta. 11+80.64 -L- POT Sta. 18+50.00 -L- POC Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.138 -L- Sta. 13+75.00 BEGIN BRIDGE -L- Sta. 14+75.00 END BRIDGE -L- Sta. 13+63.00 BEGIN APPROACH SLAB -L- Sta. 14+87.00 END APPROACH SLAB -L- POT Sta. 17+50.00 END PROJECT 17BP.7.R.138 18" 18" 18" RETAIN RETAIN REMOVEREMOVE REMOVE 15" RCP-IV ( Not to Scale) TOE PROTECTION d Flatter2:1 or -L- STA. 14+95 TO 16+06 LT DETAIL 2 Type of Liner= CLASS B RIP RAP d=1.0 Ft. Ground Natural Slope Fill Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 13+00 TO 13+57 RT DETAIL 3 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I RIP RAP Geotextile 2GI TB 2GI TB 2GI TB 2GI TB 15" RCP-IV EST. ?? SY GEOTEXTILE EST. ?? TONS RIP RAP SEE DETAIL 2 TOE PROTECTIONEST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 10 SY GEOTEXTILE EST. 3 TONS CLASS B RIP RAP EST. 10 SY GEOTEXTILE EST. 4 TONS CLASS B RIP RAP EST. 10 CY DDE EST. 130 SY GEOTEXTILE EST. 70 TONS RIP RAP SLOPE = 0.078 SEE DETAIL 3 STANDARD BASE DITCH +20 LT & RT END SBG W/ELBOWS 15" W/ELBOWS 15" STD. 850.01 DITCH PAVED CONCRETE EST. ?? SY GEOTEXTILE EST. ?? TONS RIP RAP SEE DETAIL 1 LATERAL BASE DITCH d 2:1B D ( Not to Scale) Flatter3:1 or LATERAL BASE DITCH -L- STA. 11+00 TO 13+00 RT Slope Fill DETAIL 1 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CLASS B RIP RAP Ground Natural Geotextile (STRUCTURE PAY ITEM) UP TO ELEV. 640.0' (TYP.) CLASS II RIP RAP EST. 60 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL 4 RIP RAP @ EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 14+12 TO 14+24 LT DETAIL 4 Grade Ditch 1.5' GEOTEXTILE Type of Liner= CLASS I RIP RAP 10'min. 1.0'min. AND RETAIN THE CONCRETE FOOTER AS IS. EXISTING (EAST BANK) CONCRETE FOOTER CUT EXISTING STEEL PILE FLUSH WITH 4 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * *TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 2 OF 6 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN C F F F F F FCC C CCC 670670 6 7 0 670670670675675675675 675675675675675 675 675675675675675675680 680680 680680 680 680 680680 680 680685685685685685685685685 685 685690690690690690690690690690690690695695 695695695695 695700700700700705H H 18" RCP 12" HDPE 15" RCP 15" RCP CONCCONC CONCBST36" WWT T T T EOI EOI EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.00'60.00'TO PLEASANT GARDEN TO US 421 15" RCP CONC 15' UTILITY EASEMENTGR16" DI P (PER RECORDS) 1 5 " TRUS S ( P ER RECORDS ) S EWER EAS EMENT P ER DB 4 3 9 5 P G 1 1 6 1 S EWER EAS EMENT P ER DB 4 3 9 5 P G 1 3 9 9 SEWER EASEMENT PER DB 4395 PG 1167MH WOODS WOODS WOODS WOODS WOODS ELEVATION: 684.53 FINISHED FLOOR 1SFD 2SFD S ELEVATION: 680.30 FINISHED FLOOR SLAB WOODS MH MH EIP 0.2' TO WOODS STONE 24"STONE 24" WOODS MTL MTL EOI WOODS JOHN W ARCHER, JR LINDA W. ARCHER EIP TO 0.6' RAP RIP JOHN W ARCHER, JR LINDA W. ARCHER CREEKALAMANCEBIGQUATE LIVING TRUST CLARENCE W QUATE TRUSTEE HAZEL W QUATE TRUSTEE WALTER G RICKS III MARY N RICKS DELLA C ELLIS MICHAEL G ELLIS DAVID R HANKINS PEGGY A HANKINSCREEKALAMANCEBIG GR JAMES G GADDY BOBBI B GADDY 20' BSTSR 3412 TABERNACLE CHURCH RD 30" CMP RAP RIP SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER rrobolR:\Hydraulics\PERMITS_Environmental\Drawings\SF-400584_Hyd_prm_WET_con_PSH04.dgn9:58:22 AM4/1/2021PROJECT REFERENCE Office of: Prepared in the 0 10'025'25'50'5'5' VERTICAL SCALE HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.138 - GUILFORD 584 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 LICENSE NO. C-3705 VHB ENGINEERING 10 11 12 13 14 15 16 17 18 650 660 670 680 690 700 (-)4 .3 4 2 9% (-)0.3938%(+)3.8000% 650 660 670 680 690 700 BEGIN GRADESTA. 11+00.00 BEGIN PROJECT EXIST TO MILL PI = 12+55.00 EL = 688.12' VC = 210' PI = 15+80.00 EL = 686.84' VC = 210' -L- END GRADE STA. 17+00.00 EL = 691.40' STA. 17+50.00 END PROJECT EXIST TO MILL K = 53 K = 50 STA. 11+50.00 EL = 692.68'(-) 5.550% BRIDGE HYDRAULIC DATA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION DATE OF SURVEY W.S. ELEVATION AT DATE OF SURVEY FT CFS FT CFS FT CFS YRS FT = 02/28/2019 = 671.4 = 1494 = 25 YR = 679.1 = 2116 = 100 YR = 680.5 = 6666 = 500+ = 687.2ELEV. = 693.45'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 682.94'-L- STA. 13+00END SP DITCH RTELEV. = 692.25'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 689.38'-L- STA. 11+50PI SP DITCH LTELEV. = 685.50'-L- STA. 12+75END SP DITCH LT(-) 5.7400% (-) 3 .1040% L GP ELEV. = 687.45' W/4' DEEP CAPS 1 SPAN: 1@100', SKEW 90 39" BOX BEAM BRIDGE C STA. 14+25.0 -L- DATE: 02-28-2019 ELEV.=671.4' NORMAL WS ELEV=677.5' EXCAVATE TO (STRUCTURE PAY ITEM) (NORMAL TO CAP) (TYP.) SLOPE 1.5:1 (2 FT. THICK) CLASS II RIP RAP (STRUCTURE PAY ITEM) EXCAVATION = 175 CY 1 2 3 4 2 15+00-L- -L- PC Sta. 10+00.00 -L- PT Sta. 11+80.64 -L- POT Sta. 18+50.00 -L- POC Sta. 11+00.00 BEGIN PROJECT 17BP.7.R.138 -L- Sta. 13+75.00 BEGIN BRIDGE -L- Sta. 14+75.00 END BRIDGE -L- Sta. 13+63.00 BEGIN APPROACH SLAB -L- Sta. 14+87.00 END APPROACH SLAB -L- POT Sta. 17+50.00 END PROJECT 17BP.7.R.138 18" 18" 18" RETAIN RETAIN REMOVEREMOVE REMOVE 15" RCP-IV ( Not to Scale) TOE PROTECTION d Flatter2:1 or -L- STA. 14+95 TO 16+06 LT DETAIL 2 Type of Liner= CLASS B RIP RAP d=1.0 Ft. Ground Natural Slope Fill Geotextile 2:12:1D ( Not to Scale) STANDARD BASE DITCH B d -L- STA. 13+00 TO 13+57 RT DETAIL 3 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CLASS I RIP RAP Geotextile 2GI TB 2GI TB 2GI TB 2GI TB 15" RCP-IV EST. ?? SY GEOTEXTILE EST. ?? TONS RIP RAP SEE DETAIL 2 TOE PROTECTIONEST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 7 SY GEOTEXTILE EST. 2 TONS CLASS B RIP RAP EST. 10 SY GEOTEXTILE EST. 3 TONS CLASS B RIP RAP EST. 10 SY GEOTEXTILE EST. 4 TONS CLASS B RIP RAP EST. 10 CY DDE EST. 130 SY GEOTEXTILE EST. 70 TONS RIP RAP SLOPE = 0.078 SEE DETAIL 3 STANDARD BASE DITCH +20 LT & RT END SBG W/ELBOWS 15" W/ELBOWS 15" STD. 850.01 DITCH PAVED CONCRETE EST. ?? SY GEOTEXTILE EST. ?? TONS RIP RAP SEE DETAIL 1 LATERAL BASE DITCH d 2:1B D ( Not to Scale) Flatter3:1 or LATERAL BASE DITCH -L- STA. 11+00 TO 13+00 RT Slope Fill DETAIL 1 B=2.0 Ft. Max. d=1.5 Ft. Min. D=1.5 Ft. Type of Liner= CLASS B RIP RAP Ground Natural Geotextile (STRUCTURE PAY ITEM) UP TO ELEV. 640.0' (TYP.) CLASS II RIP RAP EST. 60 SY GEOTEXTILE EST. 30 TONS RIP RAP SEE DETAIL 4 RIP RAP @ EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT -L- STA. 14+12 TO 14+24 LT DETAIL 4 Grade Ditch 1.5' GEOTEXTILE Type of Liner= CLASS I RIP RAP 10'min. 1.0'min. AND RETAIN THE CONCRETE FOOTER AS IS. EXISTING (EAST BANK) CONCRETE FOOTER CUT EXISTING STEEL PILE FLUSH WITH 4 WETLAND DENOTES FILL INFF CLEARING DENOTES MECHANIZED* * * * ** * ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY SHEET 3 OF 6 PERMIT DRAWING S S SURFACE WATER DENOTES IMPACTS IN C F F F F F FCC C CCC 6706 7 0 670670675675675675675680 680680 680 680680 680685685685685685 685 69069015" RCPCONC T EOI CONC 15" TRUSS (PER RECORDS ) SEWER EASEMENT P ER DB 4 3 9 5 P G 1 1 6 1 SE WER EAS EMENT P ER DB 4 3 9 5 P G 1 3 9 9 WOODS WOODS S ELEVATION: 680.30 FINISHED FLOOR SLAB WOODS MH WOODS MTL MTL EOI WOODS RAP RIP SHEET NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER PROJECT REFERENCE Office of: Prepared in the HORIZONTAL SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LICENSE NO. F-0669 MOTT MACDONALD I & E, LLC PO Box 700 Fuquay-Varina, NC 27526 www.mottmac.com/americas 17BP.7.R.138 - GUILFORD 584 LICENSE NO. C-3705 VHB ENGINEERING -L- -L- POT Sta. 17+50.00 END PROJECT 17BP.7.R.138 18"OOCLEARING DENOTES MECHANIZED* * * * ** * ** * * TS TS IMPACTS IN SURFACE WATER DENOTES TEMPORARY 4 WETLAND DENOTES FILL INFF S S SURFACE WATER DENOTES IMPACTS IN Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 06.25'6.25'12.50' SITE 1 SHEET 4 OF 6 PERMIT DRAWING TS S F F F F C C SHEET NO.9:58:54 AM4/1/2021R:\Hydraulics\PERMITS_Environmental\Drawings\SF-400584_Hyd_prm_buf_XPL.dgnrrobol0 105 PROJECT REFERENCE 17BP.7.R.138 - GUILFORD 584 685.50 EOPEOPEXIST. R/WEXIST. R/W2:1 2:10.025 0.025 677.01 EXIST. R/WEXIST. R/W0.0250.025 675.81 EXIST. R/WEXIST. R/W0.0250.025 685.20 EOPEOPEXIST. R/WEXIST. R/W2:10.025 0.025 VAR. 685.98 EOPEOPEXIST. R/WEXIST. R/W0.025 2:1 0.025 VAR. END BRIDGE 14+75.00 BEGIN BRIDGE 13+75.00 X-2 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 680 680 690 690 670 670 13+50.00 680 680 690 690 670 670 14+00.00 670 670 680 680 690 690 660 660 14+50.00 680 680 690 690 670 670 15+00.00 680 680 690 690 670 670 15+50.00 -L- SHEET 5 OF 6 PERMIT DRAWING PDE WETLAND CLEARING MECHANIZED WETLANDS FILL IN Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (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 -L- 14+20 TO 16+141@100' 39" BOX BEAM W/4'-0" CAPS0.019 0.036 0.000 0.002 5 10TOTALS*:0.02 0.00 0.00 0.04 0.00 0.00 0.00 5 10 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF6 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSDIVISION OF HIGHWAYS17BP.7.R.1384/1/2021GUILFORDNC DEPARTMENT OF TRANSPORTATIONSF-400584