The URL can be used to link to this page

Home My WebLink About20200220 Ver 3_B-5301 General Modification Pitt January 19 2022_20220119Mildred Woods Mitigation Site ONEID 033-001 The Mildred Woods Mitigation Site is located in Edgecombe County within the USGS hydrologic unit 03020103 of the Pamlico River. NCDOT acquired the 598.31 acre site to mitigate for unavoidable, jurisdictional impacts associated with TIP R-2111/R-2112A. Monitoring requirements were performed from 1996 to 2003 and the site was closed out in 2005. The 2002 Monitoring Report and Closeout Letters state that there is a total of 379.1 acres of total wetlands on the site. NCDOT sent EEP numbers based off of a starting amount of 369 acres of restoration and 23 acres of preservation. However, these should have been a starting amount of 356.1 acres of restoration and 23 acres of preservation. Table 1 shows the final mitigation quantities approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within HUC 03020103. Tables 2-3 indicate all mitigation debits that have occurred per regulatory agency approval. In order to offset unavoidable impacts associated with B-5301, NCDOT will be debiting the onsite debit ledger 0.75 acres from Mildred Woods mitigation site to cover the impacts associated with this project. Table 1. Mitigation Quantities Approved HUC Mitigation Type Starting Amount (Ac.) Additional Notes 3020103 Non-Riparian Restoration 356.1 3020103 Non-Riparian Preservation 23 Table 2. Mitigation Debits – Non-Riparian Restoration TYPE DEBITAMOUNT Status SITE TIP Action ID# Notes NRW_REST -100 Close Out EEP EEP ledger indicates that 100 acres were transferred from EEP to NCDOT NRW_REST 0 Close Out Alterations Issues with hydrology during monitoring were resolved at closeout says Jim Hauser. Was originally 23.5 ac NRW_REST 0 Close Out B-4020 2007- 04084 Was originally 0.46 acres. But the mitigation was not needed due to a reduction in impacts for B-4020. The on- site restoration at Tranters Creek was sufficient to cover the impacts. NRW_REST 0 Close Out B-4021 2007- 04082 Was originally 0.25 acres. But EEP will provide mitigation for impacts to 0.124 acres of riverine wetlands. NRW_REST 1.86 Close Out U-3826 2009- 00101 0.62 acres @ 3:1 TYPE DEBITAMOUNT Status SITE TIP Action ID# Notes NRW_REST 9.2 Close Out P-3309AB 2008- 01789 4.62 acres @ 2:1 NRW_REST 23 Close Out R-2112B 199601404 NRW_REST 116.1 Close Out EEP Credits Transferred to EEP NRW_REST 217 Close Out R-2111, & R-2112A 199400662 NRW_REST 1.54 Close Out B-5301 0.04 acres was added due to utility impacts Table 3. Mitigation Debits – Non-Riparian Preservation TYPE DEBITAMOUNT Status SITE TIP Action ID# Notes NRW_PRES 8 Close Out EEP Credits Transferred to EEP NRW_PRES 15 Close Out R-2112B 199601404 Date: 18 January 2022 TIP Number: B-5301 County: Pitt Description: Bridge No. 87 over Norfolk Southern Railroad on NC 33 B-5301 NEU Environmental Permit Narrative This roadway project impacts wetlands on NC33. Duke Energy (Power) Has no wetland impacts. Centurylink (Communication) Has no wetland impacts. Town of Grimesland (Sewer) The Town of Grimesland will replace their existing sewer system along the north side of NC 33. The railroad crossing will be core and jack with a launch pit located in the wetlands. There will be approximately 0.03 acres of excavation for the bore pit and 0.02 acres of temporary fill. To minimize wetland impact the wetland crossing will utilize the same launch pit and directional drill to a receiving pit outside the wetland area. (See sheet UE-4). Town of Grimesland Contact: Lee Latham llatham@embarqmail.com 252-752-6337 Rd.StoreDavenport Ter.Dorcus GroveGarden Cir.Hillendale 33 BeaufortSt.Rd.Whichard-CherryRd.BrierySwampRd.Yankee Hall Rd. Old Creek Rd.Rd.Rd.Old W ashi ngt onRd.GrimeslandBridgeRd.SticksRd.Old Pactolus Rd. Sunny SideRd.Rd.Dumpst er Rd.AvonRd.HeartwoodRd.Alvin R d. Sticks Rd.GrimeslandBridgeRd.Cl ar ksNeck Rd. SeineBeachRd.PokerHouseRd.Brick Kiln Rd. Avon Rd.Ash Cir.BirdsongCir.Harvest Rd.CountryRd.TuckerRd.Jethro Mills Rd. Galloway Crossroads St.St.HilltopRd.Ridgewood Dr.BrittRd.Amy Cir. JayCir.Circle Dr.Ci r cl eDr .EastpointDr.Lee Dr.L.T.HardeeRd.FarmingwoodRd. Rolling Meadows Rd.JulieCir.FarmingwoodRd.HardeeRd.Springhill Rd. Ridge Rd. B ryant St.St.Ga ll owa yRd. Mobleys Bridge Rd. RandomwoodDr. B rick Kiln Rd. Mobleys BridgeRd. Gallo way Cr o ssr o a d s Rd.TuckerRd.MapleRidgeRd.DriftwoodDr.Eastern Pines Rd.Kathleen D r. Kay Rd. Delano Ct. ChristopherDr.Jeanette Port ert ow nRd. Old Tar Rd. Beddard Rd.Beddard R d.J. C. G all owayR d.Gall o wa y Cr os s r oa d s Rd.Bo y d -Gallo wa y Rd. Forester Rd. Edwards Rd. C h icod St.Ext.Gri meslan d Brid g e Rd. G rim esElksRd.SmithtownRd.Smithtown Rd.ChicodSt.Ext.ParamoreRd. J.C.Gallo wa y Rd.LumBuck Rd.Fox Pen Rd. Mobleys Rd. Bridge JoyceDr.Jane Dr. Earl Cir.HopeDr.Stokes Rd.Ga ll owa y Cr o ssr o a d s Rd. Hudsons Crossroads Rd .Boyds Rd.Gladson Rd.BoydsRd.Far mRd.Gri meslandBrid g e Di xonRd.St.Ext.Rd. Je n nifer Pl. Llo y d Core y Rd.SimpsonSt.McDonal dB lvd. Way VineyardCir.Wooten QueenThompsonSt.GatlinSt.CalvertSunnyside Rd.St.SimpsonSt.Rams Horn RamsHornKathlee n Dr.OldTarRd.MooreSheffield Dr Greenmeade CtHunti n g wo o d Dri v e S a d dle wo o d Drive Windbrooke DriveSpring Creek Dr Bob Whit e Co urt Upl a n d Court Quail Pointe DriveSir Hunter Britta n y Ro a d Doreen CtDonna Ct Debra CtDriveBrandy Creek DriveKelly CircleBrittwood Drive Ivory DrEli za bet h Edwar ds CourtRuth Eva ns Dri ve Gails WayBrett Avenue Bundy Devon Drive Pitt St. NORFOLK SOUTHERN RAILWAY Swamp CrossroadsHams CrossroadsBoyds Pactolus Yankee Hall 30 264 264 264 264 264 264 Chicod C anal BranchMillChicod Creek Creek Grindle RunMo yes Branch Juniper Juniper BranchCow Chi c odCreek 2 2 RIVER RIVER RI VERTAR CrossroadsHudson’s CrossroadsGalloways Bryan 77 10’ Northwoods LnTradew inds WaySunnyfield LnLadle Dr Troutman DrTreyburn Cir Prescott Lane Archer’s WaySteeplechase Dr Chicod 264 RIVER GRIMESLAND 33 30 33 SIMPSON pop. 469 2 1 3 4 5 6 7891011 12 13 14 15upland point wetland point 4 WA-4 3 WA-32WA-2 5 WA-5 6 WA-67 WA-7 1 WA-1 8 WA-8 9 WA-9 10 WA-10 11 WA2-1 12 WA2-2 09/08/99TIP PROJECT:VICINITY MAP -L-B-5301TO G R EE NV ILLE NC 33 TO GRIMESLAND BRIDGE RD.MOBLEYSSee Sheet 1A For Index of Sheets See Sheet 1B For Conventional symbols See Sheet 1C For Survey Control Sheet MP NS 1370.2 MILES TO -L- STA. 42+00.00 END TIP PROJECT B-5301 NC 33-L- STA. 11+00.00 BEGIN TIP PROJECT B-5301 -L- STA. 27+21.58 END BRIDGE – -L- STA. 24+81.29 BEGIN BRIDGE – -L - -L- 4 6 5 -Y- SOUTHERN RAILROAD NORFOLK -Y-GRIMESLAND CITY LIMITS GRIMESLAND CITY LIMITSGRIMESLAND CITY LIMITS 1764 1766 1762 1762 1760 1778 1777 1565 LOCATION PROJECT -DR2- -DR1-SR 1760-Y1- 09/08/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ INDEX OF SHEETS SHEET NO. STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 50 50 50 50 2010510 25 100 25 100 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NAUTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR FAX (919) 250-4151 PHONE (919) 707-6690 RALEIGH NC 27699-1555 1555 MAIL SERVICES CENTER DIVISION OF HIGHWAYS UTILITIES UNIT UTILITY PROJECT MANAGER PROJECT UTILITY COORDINATOR UTILITIES AREA COORDINATOR PITT COUNTY RAILROAD ON NC 33 LOCATION: BRIDGE NO. 87 OVER NORFOLK SOUTHERN B-5301 Bo Hemphill, PE John D. Schriner, PLS John D. Schriner, PLS PREPARED IN THE OFFICE OF: ENGINEERING ETHERILLW Raleigh, N.C. 27606 Bus: 919 851 8077 Fax: 919 851 8107 CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN 1223 Jones Franklin Rd. License No. F-0377 Tanga Sampson UE-2 UE-1 UTILITY PERMIT DRAWINGS UTILITIES SHEET 1 OF 2 DRAWING WETLAND IMPACT SITE 1 Kelvin Martin WETLAND IMPACTS UTILITY WETLAND IMPACTS WETLAND IMPACT TITLE SHEET DESCRIPTION: UE-2 UE-1 SHEET NO.: N A D 83/ 2011 Submitted 1/19/2022 S TOWN OF GRIMESLAND 8" PVC EASTERN PINES WATER COMPANY 6" PVC upland point wetland point REM REM REM REM REM REM REM REM REM REM REM REM TO BE ABANDONED UTILITIES SHEET 2 OF 2 DRAWING WETLAND IMPACT BY HDD FSS TO BE INSTALLED BY BORE & JACK FSS TO BE INSTALLED BY OPEN CUT FSS TO BE INSTALLED BY OPEN CUT FSS TO BE INSTALLED RECEIVING PIT RECEIVING PIT LAUNCH PITFFSS - TOWN OF GRIMESLAND 0.0070 ACRES TEMPORARY FILL 0.0046 ACRES EXCAVATION AREA PERMITTED FOR MECHANIZED CLEARING 0.0142 ACRES TEMPORARY FILL 0.0212 ACRES EXCAVATION AREA PERMITTED FOR HAND CLEARING SITE 1 2:53:14 PMR:\Utilities\Engineering\NEU\Permit Plans and Narrative\B-5301_ut_rdy5_UE4_psh.dgn18-Jan-225/14/99SHEET NO.PROJECT REFERENCE NO. UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY- MTL GUARDRA IL MTL GUARDRAIL MTL GUARDRAIL 12 " RCP 15 " HD PE 24" RCP 24" RCP 12" CMP12" CMP12" CMP4 8 " CHL S 12" HDPE18" RCPMTL GATE7.5’ SOIL 9’ SOIL 48 " WW W /1SELE C NORFOLK SOUTHERN RAILROAD NC 33 22’ CONC WOODED WOODED WOODED WOODED WOODED SHRUBS WOODED SHRUBS EXISTING R/W EXISTING R/W100.00’EXISTING RAILROAD R/W 100.00’EXISTING RAILROAD R/W BRIDGE #87 MB 11 PG 80 & 80A DB 3145 PG 215 OSCAR HOLLOMAN FILE FOLDER NOT FOUND IN CLERKS OFFICE ESTATE FILE 1994E PG 336 S 6355’10" E 351.44’N 2504’50" E223.59’S 1525’10" E 122.00’S 7225’10" E 134.00’N 1659’50" E326.34’EIP N 2504’50" E195.87’WOODED 2 4 " RCP S DODDIE ELKS SINGLETON DODDIE ELKS SINGLETON FILE FOLDER NOT FOUND IN CLERKS OFFICE ESTATE FILE 1994E PG 336 EXISTING RAILROAD R/W OV ER PASS LN . 7 ’ SO IL NORFOLK SOUTHERN RAILROAD STUART WAYNE RESPASSDB S49 PG 218MB 11 PG 80 & 80A DB 3145 PG 215 OSCAR HOLLOMAN RANDI LYN BULLARD DB 2307 PG 602 MB 11 PG 80 MB 11 PG 80 & 80A DB F50 PG 208 CHARLES R. CARVER ELEV.=41.36’ 216 RT -BL- 22+90 BM-1 STUART WAYNE RESPASS DB 249 PG 782 DB S49 PG 218 C F F F F F F F F F F F F F F 12 10 10 184’ +20 (160.00’ RT) EXIST R/W +81.90 -L- 158.00’LT +66.00 152.00’LT +65.00 161.49’LT +49.50 190.18’RT +44.00 202.00’RT +10.00 188.00’RT +11.00186.00’RT +91.00 201.00’RT +91.00 199.00’RT +97.00 258.51’RT +15.00 307.00’RT +50.00 200’ +65 183.50’LT +78.00 264’ LT +28.00 245.76’LT +37.00 6 13 9 11 167.50’RT +36.00 +35.00 178.00’RT 153.00’ RT 138.00’ RT +47.00 -L- (R/W) 163.54’ +25.00 168’RT +97 179.00’RT 156.51’RT +50.00 -Y- -Y-2530TYPE-III TYPE-III TYPE-III TYPE-III -L- PC Sta. 32+06.67 -L- PT Sta. 27+99.91 12’12’+17.9127’ TYP.12’12’04REMOVE EXISTING GUARDRAIL REMOVE EXISTING GUARDRAIL -L- -L-+16.6727’ TYP. REMOVE EXISTING GUARDRAIL -Y- POT Sta. 15+79.73 -L- POC Sta. 25+98.05=5.67’ P.S.5.67’ P.S.+63.08+19.075.67’ P.S.5.67’ P.S.BRIDGE EXISTING REMOVE 12’12’5.67’ P.S.5.67’ P.S.0502 0503 15" RCP-IV 2GI 0513 0505 0506 P P 0511 JB w/MH 0504 0512 3 6 " WE L DE D S T E E L I NS T AL L ATI ON T R E NC HL E S S 0514 HW 0515 0515 HW HW 2GI 2GI 0517 0518 0519 0520 RETA IN RETA IN RETAIN15" CSP W/ 2 ELBOWS15" CSP W/ 2 ELBOWS0407 0406 2GI 15" CSP W/ 2 ELBOWSREMOVE REMOVE REMOVE JBw/MH REMOVE FI L L F L OWABL E PLUG PLUG 42" RCP-III 42" RCP-III 36" RCP-III 36" RCP-III REMOVE 15" CSP W/ 2 ELBOWSREMOVEREMOVEW/ 2 ELBOWS 15" CSP W/ 2 ELBOWS 15" CSP REMOVE FROM STA. 10+75 TO STA. 11+47 -Y1- RT FROM STA. 10+50 -Y1- LT TO STA. 38+00 -L- RT SEE DETAIL 14 CL ’I’ TOE PROTECTION SEE DETAIL 15 GRADE=2.179% W/ CL ’I’ RIP RAP 5-FT BASE HEAD DITCH TB 2GI TB 2GI MATCHLINE -L- STA. 21+00.00SEE SHEET 5MATCHLINE -L- STA. 33+00.00 SEE SHEET 5B-5301 UE-2 MATCHLINE -L- STA. 33+00.00 SEE SHEET UO-4MATCHLINE -L- STA. 21+00.00 SEE SHEET UO-25 E E IN WETLAND DENOTES EXCAVATION T T FILL IN WETLAND DENOTES TEMPORARY N A D 8 3/ 2 0 1 1 Submitted 1/19/2022 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 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) TOTALS:0.02 0.03 0.00 SHEET 1 OF 1 18-Jan-22 UTILITY WETLAND IMPACTS SUMMARY SURFACE WATER IMPACTSWETLAND IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PITT COUNTIES Note: Clearing for utility relocation will not exceed the current clear zone being maintained Sewer (Hand Clearing) Sewer (Mechanized clearing) 0.01 0.02 for the existing utilities. WBS - 46015.2.1 (B-5301) 0.01 0.01 1 1 29+40 to 30+08 29+40 to 30+10 Submitted 1/19/2022