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HomeMy WebLinkAbout20200116 Ver 1_Determination Request_20200122Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Project Name:* Is this a transportation project?* What type of request is this?* Owner Information Weyerhaeuser670229-2020 r Yes r No r% Buffer r IP Stream Determination r Isolated Wetland r Stream Check all that apply. Name on the Recorded Deed:* Weyerhaesuer Responsible Party: Cliff Tyson (for LLC, Corporations, businness, agency, etc.) Telephone Number: 252-229-8328 How would you like to received your determination?* F 141 Email Address:* cliff.tyson@weyerhaeuser.com Is there an agent or consultant responsible for the request?* r Yes r No Project Information Has anyone form DWR done a previous site visit?* r r r Date of Visit: Site Information Nearest Highway/Street:* NC 903 Nearest Town:* Stokes Nearest Named Stream:* Hunting Run River Basin:* Tar -Pamlico County:* FW1 Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo. aickthe upload button or drag and drop files here to attach document Rif file type only TOPO map look up: https://viewer.nationalmap.gov/basic/ Please attach a map of the site indicating project boundaries on the NRCS Soil Survey. aick the upload button or drag and drop files here to attach document 20200122_08120308953_73_So i I_Ma p... 724.98 KB Rif file type only Soil Survey Link: https://wwvv.nres.usda.gov/wps/portal/nres/surveylist/soils/survey/state/?stateld=NC Latitude and Longitude Please provide the Latitude and Longitude for physical location for the determination that. If you have a physical address you can look up the Latitude and Longitude by typing in an address or filling out the information manually. Choose below how you would like to provide this information. f Address Lookup f Manually Latitude: 35.704 Longitude: -77.27 Misc attachments: cover.pdf 206.68KB dem.pdf 1.44MB Hillshade.pdf 1.22MB photo.pdf 2.18MB topo.pdf 1.3MB pdf or !,T a file types only By digitally signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit the "Determination Request' form." Signature r��fC1d.� Date Submitted: 1/22/2020 Initial Review ID#* 20200116 Version* 1 Do you want to send for review?* r Yes r No Select Reviewer:* Anthony Scarbraugh:eads\adscarbraugh1 Select Regional Office:* Washington Regional Office - (252) 946-6481 N �70229 2021 FH Candidates + 1:15,840 /19/2014 1 70057 r .11111956 �• 670101 411511998.—,-I �16701167 ,1I111956 V\ 1212612018 A 111991 670168 670158 1 12/11/2014 01 I � I 1/1/1989 _ 670159 4/51z0afi m 1' _ 1111 012013 �• 670234 59 "'-Snu 4/5/2006 ... _........ �,01r Sol. i Y�eS� urn 1 ot� 14 Gr LIw 9 r c.tu Lo , 'A t-�,d � 111/1993 t: 670229 1 ev l 11111993 670218 12/13/2016 111/1990 i i Worthh7 q1 9ton-W � arren Rd Exempt Utility - Tar Kiln Cultural • Blueline ® Research RCW — Cemetery — — - Ditches 0 CAMA Geologic added _2021_MUs Eagle �,01r Sol. i Y�eS� urn 1 ot� 14 Gr LIw 9 r c.tu Lo , 'A t-�,d � 111/1993 t: 670229 1 ev l 11111993 670218 12/13/2016 111/1990 i i Worthh7 q1 9ton-W � arren Rd Exempt Utility - Tar Kiln Cultural • Blueline ® Research RCW — Cemetery — — - Ditches 0 CAMA Geologic added _2021_MUs Eagle MARSHALL STWI L SONS T C L E M M O N S STBRI ERYSWAMPRDOAKLEY RDCARL M O R RISRD WHICHARD CHERRY LANE RDBRIERYSWAMPRDW O R T H IN G T O N -W ARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R D STOKES ELEMENTARY SCHOOL RD CARL MORRIS RD W O RTHINGTON-WARRENRD ¬«903 ¬«30 ¬«903 CARLM O R RISRD S H E P P A R D MILL RDBRIERYSWAMPRDOAKLEY RDBRIERYSWAMPRDW O R T H IN G T ON-WARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R D STOKES ELEMENTARY SCHOOL RD STOKESELEMENTARY SCHOOL RD CARL MORRIS RD ¬«30 ¬«903 ¬«30 ¬«30 1995020676 1995020677 1995020678 1995020679 1995021035 19950210371995021251 1995021279 1995021396 1995021397 1995021397 1995021398 1995021398 1995021399 1995021401 1995021402 1995021403 1995021421 1995021481 1995021486 1995021500 1995021522 1995021523 1995022493 1995022494 1995022495 1995022496 1995023017 1995023295 1995024786 1995024787 1995025889 1995026470 1995026555 19950266911995399201 1995413493 50' ROW 58 SpurWiredRd.Pi t t #3Rd. S h e p p a r d Mill R dOakleyRd B ill B a r b e rRd.Pi r at e Rd.Pitt 58 Rd.C o y F o r b e s R dWhichard Cherry Lane RdS h o v e l R d . N in e r R d .J e ro m e Butler Rd StokesElementarySchool Rd Carl Morris Rd N C 3 0 NC 903W o rth in g to n -W a rre n RdBl u e L i n e B lu e L in e BlueLineB l u e L i n e BlueLineBlueLineBl ueLi neBlueLine B l u e L i n e B lu e Lin e Bl ueLi nePitt MARSHALL STWI L SONS T C L E M M O N S STBRI ERYSWAMPRDOAKLEY RDCARL M O R RISRD WHICHARD CHERRY LANE RDBRIERYSWAMPRDW O R T H IN G T O N -W ARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R D STOKES ELEMENTARY SCHOOL RD CARL MORRIS RD W O RTHINGTON-WARRENRD ¬«903 ¬«30 ¬«903 CARLM O R RISRD S H E P P A R D MILL RDBRIERYSWAMPRDOAKLEY RDBRIERYSWAMPRDW O R T H IN G T ON-WARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R D STOKES ELEMENTARY SCHOOL RD STOKESELEMENTARY SCHOOL RD CARL MORRIS RD ¬«30 ¬«903 ¬«30 ¬«30 1995020676 1995020677 1995020678 1995020679 1995021035 19950210371995021251 1995021279 1995021396 1995021397 1995021397 1995021398 1995021398 1995021399 1995021401 1995021402 1995021403 1995021421 1995021481 1995021486 1995021500 1995021522 1995021523 1995022493 1995022494 1995022495 1995022496 1995023017 1995023295 1995024786 1995024787 1995025889 1995026470 1995026555 19950266911995399201 1995413493 50' ROW 58 SpurWiredRd.Pi t t #3Rd. S h e p p a r d Mill R dOakleyRd B ill B a r b e rRd.Pi r at e Rd.Pitt 58 Rd.C o y F o r b e s R dWhichard Cherry Lane RdS h o v e l R d . N in e r R d .J e ro m e Butler Rd StokesElementarySchool Rd Carl Morris Rd N C 3 0 NC 903W o rth in g to n -W a rre n RdBl u e L i n e B lu e L in e BlueLineB l u e L i n e BlueLineBlueLineBl ueLi neBlueLine B l u e L i n e B lu e Lin e Bl ueLi nePitt W O RTHINGTON-WARRENRD WORTHINGTON-WARRENRDBRIERYSWAMPRDW ORTHINGTO N -W A R R E N R D ¬«30 ¬«30 ¬«903 BRIERYSWAMPRDW ORTHINGTO N -W A R R E N R D 1995020676 1995020677 1995021279 1995021481 1995021486 1995021500 1995021522 1995022493 1995022494 1995022495 1995022496 1995023017 1995023295 1995024786 1995024786 1995024787 1995026555 1995026691 BlueLineBuffer Blue LineBuffer P ira te S p u rWired Rd. 50' ROW 58 Spur Whichard Cherry Lane RdBrierySwampRdB ill B a r b e r R d . Niner Rd.Pi r at e Rd.Pitt 58 Rd.Worthington-WarrenRdN C 3 0 NC 903BlueLineBlueLineBl ueLi neBlueLine Bl ueLi nePitt MARSHALL STCLEMMONSSTWHICHARD CHERRY LANE RDS H E P P A R D MILL RD BRIERYSWAMPRDW O R T H IN G T O N -W ARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R D CARL MORRIS RD W O RTHINGTON-WARRENRD ¬«903 ¬«30 ¬«30 ¬«903 CARLM O R RISRD CARL M O R RISRD BRIERYSWAMPRDW O R T H IN G T ON-WARRENRDWORTHINGTON -W A R R E N R D J E R O M E B U TLE R R D C O Y F O R B E S R DCARLMORRISRD ¬«30 ¬«903 1995020370 1995020676 1995020677 1995020678 1995020680 1995020733 1995021035 1995021037 1995021037 1995021251 1995021279 1995021396 1995021397 1995021398 1995021398 1995021399 19950214011995021402 1995021403 1995021481 1995021486 1995021500 1995021522 1995021523 1995022493 1995022494 1995022495 1995022496 1995023017 1995023295 1995023800 1995024786 1995024787 1995025889 1995026470 1995026555 19950266911995399201 1995413493 50' ROW 58 SpurWiredRd. S heppard MillRd B ill B a r b e rRd.Pitt #3 R d.Pi r at e Rd. ShovelRd.Pitt 58 Rd.BrierySwampRdF al co n R d.Whichard Cherry Lane RdJ e ro me Butler R d C o y F o r b e s R d N in e r R d .Stokes Elementary School Rd Carl Morris Rd N C 3 0NC 903W o rth in g to n -W a rre n RdBl u e L i n e BlueLineBlueLine BlueLineB lu e L in e BlueLineB lueLineBlueLineBlueLineBlueLine B lu e Lin e Bl ueLi nePitt Copyright:© 2013 National Geographic Society, i-cubed Soil Map—Pitt County, North Carolina (670229) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/22/2020 Page 1 of 339520003952400395280039532003953600395400039544003952000395240039528003953200395360039540003954400293400293800294200294600295000295400295800296200296600297000 293000 293400 293800 294200 294600 295000 295400 295800 296200 296600 297000 35° 42' 48'' N 77° 17' 16'' W35° 42' 48'' N77° 14' 32'' W35° 41' 21'' N 77° 17' 16'' W35° 41' 21'' N 77° 14' 32'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 500 1000 2000 3000 Feet 0 250 500 1000 1500 Meters Map Scale: 1:18,900 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:15,800. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Pitt County, North Carolina Survey Area Data: Version 16, Sep 16, 2019 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Apr 20, 2015—May 15, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Soil Map—Pitt County, North Carolina (670229) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/22/2020 Page 2 of 3 Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI AyA Aycock fine sandy loam, 0 to 1 percent slopes 8.3 0.5% Bd Bladen fine sandy loam 290.3 16.6% Co Coxville fine sandy loam 91.6 5.2% CrA Craven fine sandy loam, 0 to 1 percent slopes 19.2 1.1% CrB Craven fine sandy loam, 1 to 6 percent slopes 1.9 0.1% CrB2 Craven fine sandy loam, 1 to 6 percent slopes, eroded 0.3 0.0% ExA Exum fine sandy loam, 0 to 1 percent slopes 80.7 4.6% GoA Goldsboro sandy loam, 0 to 1 percent slopes 38.9 2.2% LoA Lenoir loam, 0 to 1 percent slopes 76.0 4.3% Ly Lynchburg fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 123.7 7.1% NrA Norfolk sandy loam, 0 to 1 percent slopes 0.0 0.0% NrB Norfolk sandy loam, 1 to 6 percent slopes 1.6 0.1% Os Osier loamy sand, loamy substratum (Plummer) 10.4 0.6% Pg Pantego loam 248.3 14.2% Ra Rains fine sandy loam, 0 to 2 percent slopes, Atlantic Coast Flatwoods 756.6 43.3% W Water 0.7 0.0% Totals for Area of Interest 1,748.6 100.0% Soil Map—Pitt County, North Carolina 670229 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 1/22/2020 Page 3 of 3