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Home My WebLink About20201536 Ver 1_Determination Request_20201021Please 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 Name on the Recorded Deed:* Responsible Party: Telephone Number: Thermo Fisher Sire Improvements r Yes r No r% Buffer r IP Stream Determination r Isolated Wetland r Stream Check all that apply. Patheon Manufacturing Services, LLC Natalie Brown (for LLC, Corporations, businness, agency, etc.) 252-707-7186 How would you like to received your determination?* 1— 141 Email Address:* Natalie.brown@thermofisher.com Is there an agent or consultant responsible for the request?* Yes c' Attach agent authorization letter:* ThermoFisher Site.pdf FDF only Agent/Consultant Information How would you like to receive your r IJSPS determination letter?* r Email Name of Agent:* Michelle Clements Company Name:* The East Group Email Address:* Michelle.clements@eastgroup.com Project Information Has anyone form DWR done a previous site visit?* r r r 4.31 MB Date of Visit: Site Information Nearest Highway/Street:* 5900 Martin Luther King Jr. Hwy, Greenville, NC 27834 Nearest Town:* Greenvile Nearest Named Stream:* Parker Creek River Basin:* Tar -Pamlico County:* Pitt Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo. dick the 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 Rif file type only Soil Survey Link: https://www.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 r Manually Latitude: 35.663085 Longitude:-77.361390 M isc attachments: 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") • 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 Date Submitted: 10/21/2020 Initial Review ID#* Version* Do you want to send for review?* Select Reviewer:* Select Regional Office:* 20201536 r Yes r No Chris Pullinger:eads\rcpullinger Washington Regional Office - (252) 946-6481 ROY COOPER Gm•emor NORTH CAROLINA Envlronmtntal Quality MICHAELS. REGAN Secretary LINDA CULPEPPER Director Express Buffer Applicability / Stream Origin Determination Request Property Owner Information 1.Owner Information (corporation/individual who is legally responsible for the property and its compliance) la. Name(s) on Recorded Deed Patheon Manufacturing Services, LLC lb. Responsible Party (for LLC) Natalie Brown le. Mailing Address 5900 Martin Luther King Jr Hwy ld. Telephone Number 252-707-7186 1 te. Email address I Natalie.brown@thermofisher.com 2.Address of Property or Location of Project Site (including county, nearest named town, and highway or road name/ number): 5900 Martin Luther King Jr. Hwy, Greenville, NC 27834 3. Agent/ Consultant Information 3a. Agent/ Consultant Name Michelle Clements 3b. Company The East Group 3c. Mailing address 324 Evans Street, Greenville, NC 27858 3d. Telephone no. 252-758-3746 I 3e. Email address I Michelle.clements@eastgroup.com 4. Project / Site Information Thermo Fisher 4a. Name of project Site 4d. River Basin Tar/Pamlico Improvements 4b. County Pitt 4e. Lat/Long 35.663085,-77 .361390 4c. Nearest Named Stream Parker Creek 4F. Number Stream 1 Calls 5.Project Description (attach plan if available) Site impr ovements to the ThermoFisher Scientific site including a new stormwater control measure and discharge. See attached map. 6.Has anyone from DWQ visited the site?y Nx Staff Name: Date of Visit: 7.Does DWR staff have permission to Yx N access this property? 8.Attach a map of the site Indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey If you are unable to locate either of these maps, please contact the DWR Washington Regional Office for assistance. DWR Use Only: Is this determination for the purpose of Buffer mitigation? Nutrient offset credit? 9.Please return form to: Chris Pullinger 943 Washington Square Mall Washington, NC 27889 Email: Chris. Pullinger@ncdenr.gov Note: Submitta/s on Friday after 12:00 pm Will be stamped as received on the Next business day Please contact Chris Pullinger at the Washington Regional Office at (252) 948-3922 if you have any questions. North Carolina Department of Environmental Quality !Division of Water Resources Washington Regional Oflicc 943 Washington Square Mall. Washington. North Carolina 27889 ,,,.o-1,;_,;-1llt ROY COOPER NORTH CAROLINA Enwronmmtal Quality Gm•emor MICHAELS. REGAN Secretary LINDA CULPEPPER SAMPLE AGENT AUTHORIZATION FORM Director PROPERTY LEGA L DESCRIPTION: LOT NO. ______ PLAN NO . _____ PARCEL ID: __,0=3..aa1""'91aa...-_______ _ STREET ADDRESS: 5900 Martin Luther King Jr. Hwy, Greenville, NC 27834 Please print: Property Owner: Patheon Manufacturing Services, LLC Property Owner: Natalie Brown, Environmental Health & Safety {Property Owner Designated Representative) The undersigned, registered property owners of the above noted property, do hereby authorize Michelle Clements , of The East Group (Contractor/ Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): Telephone: _ ...... 2 ... 5 =-2-....... 7 ..... 07 ___ -___ 71 ___ 8"--6---------- We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Natalie Brown Authorized Print Name Date: _____________ _ Authorized Signature Date: Gt 1 Our MMNorih Carolina Department of Environmemal Quality Division of Water Resources -Washington Regional Office 943 Washington Square Mall. Washington. Nonh Carolina 27889 252-946-6481 THERMOFISHER SCIENTIFIC (PATHEON) STREAM CALL NARRATIVE I. PROJECT DESCRIPTION The ThermoFisher site is located at 5900 Martin Luther King Highway on the northeast corner of the intersection of NC Hwy. 11/13 and US Hwy. 264 by-pass. The proposed project includes the following items:  North Contractor Parking Lot Improvements  South Parking Lot Improvements  Power Generation adjacent to the Project SAFE Location  Stormwater control measure and associated piping  Contractor Trailer Area  Project SAFE (building and parking lot) In addition, there are several areas of temporary disturbance that are included with this erosion control plan.  Temporary contractor parking and laydown areas adjacent to the Project SAFE location.  Temporary contractor parking at various locations around the site.  The total acreage disturbed during the construction is approximately 6.0 acres. The development of the additional impervious on the site requires a new stormwater control measure per the City of Greenville’s Development Ordinance. The proposed control measure is a dry detention structure with outlet control. An additional discharge for this measure is needed and is proposed to tie into an existing drainage ditch on the ThermoFisher site. This existing ditch is maintained by ThermoFisher and is a part of their on-site Stormwater Pollution Prevention system with an outlet control structure near the Hwy 11 (Memorial Drive) entrance to the campus. This drainage ditch is shown on the USGS Topographic map but is not shown on the Pitt County Soils Survey. ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï │Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│― ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ― ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï │―│Ï │―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│― Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│ÏÏ ―│Ï Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï │―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│―│Ï ―│Ï ―│Ï ―│Ï ―│Ï ―│― ―│Ï ―│Ï ―│Ï ―│Ï ―│Ï―│Ï ―│Ï ―│Ï ―│Ï ―│Ï Ï│―│Ï ▄n ▄n ▄n F F 25 25 2525 25 2 5 25 2525 25 25 25252525 25 25 25 25 25 25 2 5 2 5 2 5 25 25 252525 25 2525 252525 25 252 5 25 25 2 5 252550 25 25 25 25 25 25 25 2525 25 25 252525 £¤13 EASYSTSTATON R D SUGGRDSTATON HO U S E R DJON ¬«33 £¤13 DR£¤264 ¬«11 903 W B E L V O I R R D ¬«33 SULLIVANRDI N D U S T R I A L B LV D WOODSIDE RD O L D C R E E K R D ¬«11 903 G R A D Y WH I TERDNEW H O P E D R £¤264 Parke r C r House 46 47 48 49 50 X iNA SHEET N! 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Tu \ po � � p Was AIB \ d Mae Ro WaB LnA AgB �LnA BYP . B WaB qBB ��.. 13 �Tu Pa Os Tu Oc j AIB OcB Tu PO O5 jt yvag WaB AIB Tu pa v Ro B 3S m 9 me 7 5 4 3 1 2 1 1 M L K J H G F E 0 C A DI TOP = 33.55 INV = 28.25 2529 3%'\FES INV = 27•( IFES I,7.�01 INIV. 92 L RIP RAP I I I I I I � I i'�il III IIII, I I I I I d i l l I I� iII( IIIlI 6 �h 2 JB-3 TOP 35.00 INV. 28.90 1 vj o' O Q w � _z < �o z N 0 H J LU 0 0 ry 0- a Ld 0�: 0 L'- z FZ o cn 0� �w z X LU JB-4 TOP 34.50 INV. 27.80 REMOVE 36" FES, ADD 20 LF 36" RCP & NEW 36 FES o Aj �O�<v ADD 18" FES REMOVE 36" FES, ADD 16 LF 36" RCP REMOVE 15" FES, & NEW 36" FES ADD 4 LF 15" RCP & NEW 15" FES LIMITS OF DISTURBANCE, 2521 2522 2520 DI TOP INV = = 35.42 28.82 2521 DI TOP INV = = 33.26 29.26 2522 DI TOP INV = = 33,32 29.82 2523 DI TOP INV = = 34.48 28.48 DI TOP = 34.22 2524 INV = 27.47 E� bo (HOT -STEAMY WATER FLOWING THROUGH BOX) 30 15 0 30, 1 "=30'-0" 10 1 9 8 7 1 6 5 890 VAULT TOP = 37.10 INV = 32.60 1025 DI TOP INV = = 36.59 33.44 1026 DI TOP E INV = 38.36 = 34.51 BOTTOM INV = 34.24 1027 DI TOP E INV = 38.30 = 34.75 BOTTOM INV = 34.40 1028 DI TOP INV = = 37.49 35.14 1034 DI TOP INV = = 38.98 37.53 1035 DI TOP INV = = 38.56 37.01 1036 DI TOP INV = = 37.68 36.33 1037 JB TOP = 38.14 INV = 33.84 1038 DI TOP SE INV = 36.08 = 34.23 INV = 33.08 1040 DI TOP E INV = 36.85 = 34.40 W INV = 32.82 1045 METAL INV = LID TOP = 37.20 33.00 DI TOP = 37.47 1046 INV = 35.17 1047 DI TOP INV = = 38.48 34.90 112? DI TOP INV = = 36.59 35.19 1128 DI TOP INV = = 37.17 35.41 1154 E� DI TOP = 36.46 BOTTOM = 32.71 EAST GROUP, P.A. ANY L 4 0.° 01 ryjv- M PATHEON MANUFACTURING SERVICES, LLC 3a DB 3227 PG 435 MB 81 PG 185a�� REMOVE 18" FES &��J! B REMOVE 4',LF 1�" RP ��P` .50 D.. Alnn KICIA/ 1G" C , \ An r ` DI TOP = 38.10 1158 E� BOTTOM = 34.10 DI IS FILLED WITH DEBRIS, INV IS APPROXIMATE 1164 DI TOP = 38.46 INV = 35.96 1175 DI TOP = 37.84 INV = 34.94 0NINV 0 DI TOP = 37.09 = 34.39 BOTTOM INV = 31.94 1214 DI TOP = 36.56 INV = 32.56 1227 DI TOP = 37.96 INV = 32.61 DI TOP = 36.27 1268 N 4" INV = 35.07 N 8" INV = 34.12 S 8' INV = 33.37 BOTTOM INV = 31.87 1269 DI TOP = 37.11 INVERTS INACCESSIBLE 1270 JB TOP = 37.33 INV = 33.03 1271 DI TOP = 35.27 S INV = 34.27 E INV = 31.32 1272 JB TOP = 35.93 INV = 31.33 1273 DI TOP = 35.54 INV = 31.74 1274 DI TOP = 35.77 INV = 31.77 1293 DI TOP = 36.32 INV = 34.72 1885 DI TOP = 36.76 INV = 35.2f (FILLED WITH DEBRIS) 1886 DI TOP = 35.97 1887 DI TOP = 35.70 W INV = 33.80 BOTTOM INV = 33.20 OR SALE OF 3 1888 DI TOP S INV = = 35.66 34.36 BOTTOM INV = 33.76 1889 DI TOP N INV = = 36.32 34.22 BOTTOM INV = 33.92 DI TOP = 37.09 1890 INV = 32.74 JB TOP = 37.25 1891 INV = 32.25 DI TOP = 35.83 1892 INV = 33.73 1893 DI TOP INV = = 35.66 33.06 1895 DI TOP INV = = 36.22 33.87 1896 DI TOP INV = = 35.93 34,40 1897 DI TOP INV = = 35.78 34.18 2063 DI TOP INV = = 36.92 35.41 2072 DI TOP INV = = 37.12 35.00 2085 DI TOP INV = = 36.58 35.52 2121 DI TOP INV = = 35.84 32.86 2200 DI TOP INV = = 36.10 32.38 2204 DI TOP INV = = 36.11 31.89 2206 DI TOP INV = = 36.26 32.46 2211 DI TOP INV = = 36.43 33.51 2 30" \ __S L II K J H G F E 0 C 0 SEAL SEAL Cd S S E -- - 2 GINE�e•��_�0 S rills yb� LEGEND AL = AREA LIGHT CLF = CHAIN LINK FENCE CP = CONCRETE PAD CSW = CONCRETE SIDEWALK DI = DROP ,INLET EG = EDGE OF GRAVEL EX. = EXISTING FE = FINSHED ELEVATION FFE = FINISH FLOOR ELEVATION INV. = INVERT M.E. = MATCH EXISTING RCP REINFORCED CONCRETE PIPE SI = SIGN TC = TOP OF CURB TSW = TOP OF SIDEWALK TYP, = TYPICAL YL = YARD LIGHT - 36 - EXISTING CONTOUR x 36.00 EX. SPOT ELEVATION m PROPOSED STORM PIPE SD EX. STORM DRAIN -- UE EX. UNDERGROUND ELECTRIC - TO EX. FIBER OPTIC LIMITS OF DISTURBANCE X TEMPORARY SILT FENCE - PROPOSED CONTOUR � X� INLET PROTECTION L_X _j GRADING NOTES: 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT IS RECOMMENDED THAT ALL BUILDING, PARKING AND DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE. COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL PLACEMENT. CONTRACTOR SHALL CONTACT THE ENGINEER AND SCHEDULE A PROOF ROLL FOR SUBGRADE AND WHEN AGGREGATE BASE COURSE HAS BEEN INSTALLED. 3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698). 4. ALL CULVERT CLEANOUT MUST BE DONE SUCH THAT THE SEDIMENT IS EITHER EXTRACTED OR BLOWN UPSTREAM FOR CLEANUP. UNDER NO CIRCUMSTANCES SHALL SEDIMENT BE BLOWN DOWNSTREAM. 5. GRADING CONTRACTOR SHALL TEMPORARY SEED AND MULCH ALL DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 14 DAYS OF COMPLETION OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED. 6. ALL EXCESS TOPSOIL STRIP MATERIAL TO BE HAULED OFF -SITE AND DISPOSED OF AT AN APPROVED SITE. 7. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL AND RAKED DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR SEEDING AND PLANTING. A10/08/20 ISSUE FOR SITE PLAN REVIEW SLJ REV. N0, DATE REVISIONS BY THE EAST GROUP, P.A. ■Engineering ■Architecture ■ Surveying -Technology 324 Evans St., Greenville, NC 27858 (252) 758-3746 (252) 830-3954 (Fax) 4325 Lake Boone Trail, Suite 311, Raleigh, NC 27607 (919) 784-9330 (919) 784-9331 (Fax) ■ NC Engineering License No. C-0206 ■ NC Architectural License No. 50213 ■ NC Landscape Architectural License No. C-427 PROJECT TITLE PATHEON THERMO FISHER LAYDOWN AREA AND TEMPORARY PARKING Pitt County Greenville, NC DRAWING TITLE GRADING PLAN STORMWATER CONTROL MEASURE SCALE DEPARTMENT AS NOTED CIVIL DRAWN BY DATE STARTED SHEET No. SLJ 10/7/20 CHECKED DRAWING NO. C3m2 APPROVED PROJECT NO. 20200163