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HomeMy WebLinkAbout20140163 Ver 1_401 Application_20140214e _ ; Environmental Consultants, 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: (919) 846 -5900 sandec.com To: US Army Corps of Engineers Raleigh Regulatory Field Office Attn: Eric Alsmeyer 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 2/17/14 S &EC Project # 12218.W2 N.C. Division of Water Resources Surface Water Protection Section (SWPS) Attn: Karen Higgins Archdale Building — 9'" Floor 512 North Salisbury Street, Raleigh, NC 27604 From: Kevin C. Martin Soil & Environmental Consultants, P.A. C-, -, � Re: BioMerieux Line 4 expansion _ _. . P Y Durham, Durham County, NC On behalf of the owner, BioMerieux INC., please find attached a complete application and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) that the activities proposed below may proceed under Nationwide Permit 39 and providing a courtesy notification tiThe Division of Water Resources for our client's intention to utilize General Water Quality Certification 3890. BioMerieux is currently in the design and permitting phase for a planned 36,530 SF building expansion. The project has been named the Line 4 expansion. The building is being expanded to allow for an increase in production to meet projected sales volumes and will result in 44 new positions. The proposed building will house a formulation and filling, cGMP compliant facility capable of producing in vitro infectious disease diagnostics at their manufacturing plant in Durham, NC that produces the company's BacT /ALERT reagent product for the world -wide market. The site plan is currently being reviewed by the City of Durham and Durham County for compliance with the Durham County Unified Development Ordinance (UDO). The UDO provides development regulations for zoning, parking, land use, buffer, setbacks, etc. In addition, Durham County is reviewing the plans for compliance with the latest stormwater, erosion control ordinances and NPDES regulations. The current application requests to impact 0.012443 acres of headwater wetlands. The site was originally developed in the 1980's. The best we can tell, there were impacts to two jurisdictional areas at the time. These were at two road crossings and impacts at each crossing appear to have consisted of roughly 80 linear feet of 2' wide unimportant stream channel. At that rime, the agencies only accounted for impacts by square footage (i.e. not stream linear footage) and so it has been the practice to account for such impacts only in square footage from a cumulative impact standpoint. In 2007 the Corps issued a Nationwide permit 39 to impact 32' linear feet of unimportant channel for a road widening project. Therefore, prior to this application, our best estimate of cumulative impacts is 384 sq.ft. (0.0088acres) of jurisdictional waters including 32' of unimportant stream. If the proposed impact is granted, project cumulative impacts will equal 0.021243 acres of jurisdictional waters including 32' linear feet of unimportant stream. Therefore cumulative impacts are below the thresholds where either agency would require mitigation, so none is proposed. Please contact me at (919) 270 -7941 or at kmartinAsandec.com if you have any questions or require additional information. t 1f t PROTF.C'T ST TMMARY Project Name BioMeneux Line 4 expansion Wetland Impact (acres) 0 01244 ac Owner / Applicant BioMeneux INC County Durham Nearest Town Durham Waterbody Name UT of the Flat River Sub -basin 030401 Index # 27-3-(9) Class WSIV, NSW, CA USGS Cataloging Unit 03020201 iMPAC'T SI IMMARY Stream impact (acres) 0 Wetland Impact (acres) 0 01244 ac Open Water impact (acres) 0 Total Impact to Waters of the U S (acres) 0 01 244 ac Total Stream Impact (linear feet) 0 Attachments Signed and completed PCN form USGS topo map Durham County Soil survey map Photo titled "wetland at edge of woods" Signed Agent Authorization form Overall Existing Conditions Plan Enlarged existing conditions plan Site Plan showing proposed expansion and related wetland impact Grading plan for building expansion Utility Plan for Building Expansion Wetland data form for impact area Email From Danny Smith DWR -RRO verifying the impact area does not contain Neuse riparian Buffers X- y�o� W AT F9�v r o < Office Use Only Corps action ID no DWQ project no Form Version 14 January 2009 Page 1 of 10 PCN Form — Version 1 4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1 Processing la Type(s) of approval sought from the Corps © Section 404 Permit ❑ Section 10 Permit lb Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number 1c Has the NWP or GP number been venfied by the Corps? © Yes ❑ No 1 d Type(s) of approval sought from the DWQ (check all that apply) © 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ® Yes ❑ No For the record only for Corps Permit ❑ Yes Q No 1f Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program ❑ Yes ® No 1g Is the project located in any of NC's twenty coastal counties If yes, answer 1h below ❑ Yes ® No 1 h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a Name of project BioMeneux Line 4 expansion 2b County Durham 2c Nearest municipality / town Durham 2d Subdivision name NA 2e NCDOT only, T I P or state project no 3 Owner Information 3a Name(s) on Recorded Deed BIOMERIEUX INC 3b Deed Book and Page No Deed Book 003133 Deed Page 000047 Plat Book 000117 Plat Page 000163 3c Responsible Party (for LLC if applicable) Brian Riley, Site Director Durham Operations 3d Street address 100 Rodolphe St 3e City, state, zip Durham, NC 27712 3f Telephone no 919 - 620 -2235 3g Fax no 3h Email address Page 1 of 10 PCN Form — Version 1 4 January 2009 4. Applicant Information (if different from owner) 4a Applicant is © Agent ❑ Other, specify 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5. Agent/Consultant Information (if applicable) 5a Name Kevin C Martin 5b Business name (if applicable) Sod & Environmental Consultants, PA 5c Street address 8412, Falls of Neuse Rd, Unit 104 5d City, state, zip Raleigh, NC 27615 5e Telephone no 919- 846 -5900 5f Fax no 919 -846 -9467 5g Email address kmartin @sandec com Page 2 of 10 B. Project Information and Prior Project History 1 Property Identification 1a Property identification no (tax PIN or parcel ID) PIN #0855 -03 -15 -5210 lb Site coordinates (in decimal degrees) I Latitude 36 0995 Longitude -78 8248 1c Property size 997 acres 2 Surface Waters 2a Name of nearest body of water to proposed project unnamed Tributary to the Flat River 2b Water Quality Classification of nearest receiving water WSIV, NSW, CA 2c River basin Neuse 3. Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application The 99 acre site currently consists of 13 57 acres of existing site development including roads, parking and buildings An addition 144 acres is being developed as part of the expansion The remainder of the site (approximately 84 acres) is undisturbed forest land The Corps has not venfied the overall site JD so acreage of wetlands and linear feet of streams on the entire 99 acres is unknown 3b List the total estimated acreage of all existing wetlands on the property 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 3d Explain the purpose of the proposed project The building is being expanded to allow for an increase in production to meet projected sales volumes 44 new positions will be created 3e A planned Describe the overall project in detail, including the type of equipment to be used 36,530 SF building expansion Typical grading equipment will be used for site preparation and budding construction 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ® Yes ❑ No ❑ Unknown Comments 4b If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary © Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Agency /Consultant Company John R McAdams Co I Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 2008 JD submittal for entire site never acted on by the Corps NWP 39 verification on 7/27/2007 to Organon Teknika, which included a JD verification for the impact area only (widening an existing drive) (Corps ID# 2007 -1099) Feature in question was determined to be unbuffered NBRRO 08-141 5 Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ®Yes ❑ No ❑ Unknown 5b If yes, explain in detail according to "help file" instructions NWP 39 verification, Corps ID# 2007- 1099,for 32' linear feet of permanent impact to an unimportant stream associated with widening an existing drive 6 Future Project Plans 6a Is this a phased project? ❑ Yes Q No 6b If yes, explain Page 3 of 10 PCN Form — Version 14 January 2009 C. Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ❑X Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2 Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted 2a Wetland impact number Permanent (P) or Temporary T 2b Type of impact 2c Type of wetland 2d Forested 2e Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f Area of impact (acres) W1 P Fill Headwater Wetfand No Corps 0012443 W2 Choose one Choose one Yes /No W3 - Choose one Choose one Yes /No W4 - Choose one Choose one Yes /No - W5 - Choose one Choose one Yes /No W6 - Choose one Choose one Yes /No 2g Total Wetland Impacts 0 012443 2h Comments Wetland appears to be "man made" resulting from a storrnwater outfall discharging onto compacted expansive clay soils in a "flattened area" see photo titled "wetland at edge of woods" attached to PCN 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted 3a Stream impact number Permanent (P) or Temporary (T) 3b Type of impact 3c Stream name 3d Perennial (PER) or intermittent (INT)? 3e Type of jurisdiction 3f Average stream width (feet) 3g Impact length (linear feet) S1 - Choose one - 82 - Choose one - S3 - Choose one - S4 - Choose one - S5 - Choose one - S6 - Choose one - - 3h Total stream and tributary impacts 31 Comments Page 4 of 10 PCN Form — Version 14 January 2009 4 Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then indivi ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of waterbody impact number (if applicable) Type of impact Waterbody Area of impact (acres) Permanent (P) or type Temporary T 01 Choose one Choose 02 - Choose one Choose 03 Choose one Choose 04 - Choose one Choose 4f Total open water impacts 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed, the complete the chart below 5a 5b 5c 5d 5e Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f Total: 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6 Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitiqlation, then you MUST fill out Section D of this form 6a Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b 6c 6d 6e 6f 6g Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2 number — mitigation impact impact Permanent (P) or required? (square (square Temporary T feet ) feet 131 Yes /No B2 - Yes /No 133 - Yes /No B4 - Yes /No 135 - Yes /No B6 - Yes /No 6h Total Buffer Impacts- 61 Comments Page 5 of 10 D. Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques 2 Compensatory Mitigation for Impacts to Waters of the U.S or Waters of the State 2a Does the project require Compensatory Mitigation for impacts to Waters of the U S or Waters of the State? ❑ Yes ® No 2b If yes, mitigation is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑ Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Choose one Type Choose one Type Choose one Quantity Quantity Quantity 3c Comments 4 Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature Choose one 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 1 4 January 2009 6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? Yes © No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required. 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1a Does the project Include or is it adjacent to protected riparian buffers Identified ❑ Yes Q No within one of the NC RI anan Buffer Protection Rules? 1b If yes, then Is a diffuse flow plan Included? If no, explain why ❑ Yes ❑ No 2 Stormwater Management Plan 2a What Is the overall percent Imperviousness of this project? 151% 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan, explain why 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan Durham County, a delegated municipality, is currently reviewing the plans for compliance with the latest stormwater, erosion control ordinances and NPDES regulations DWR will be provided with a copy of the approval from Durham once it is received 2e Who will be responsible for the review of the Stormwater Management Plans Durham County 3 Certified Local Government Stormwater Review 3a In which local government's jurisdiction Is this project? Durham 9 Phase II X❑ NSW 3b Which of the following locally - Implemented stormwater management programs USMP apply (check all that apply) X Water Supply Watershed ® ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑ Yes X❑ No attached? 4 DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a Which of the following state - implemented stormwater management programs apply ORW (check all that apply) HSession Law 2006 -246 ❑Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? X❑ Yes No 5b Have all of the 401 Unit submittal requirements been met? ® Yes ❑ No Page 8 of 10 PCN Form — Version 14 January 2009 F. Supplementary Information 1 Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes Q No use of public (federal /state) land? lb If you answered "yes" to the above, does the project require preparation of an ❑Yes ❑ No environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter ) Comments 2 Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated ❑ Yes ❑X No Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? ❑Yes Q No 2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s) 3 Cumulative Impacts (DWQ Requirement) 3a Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes Q No additional development, which could impact nearby downstream water quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy If you answered "no," provide a short narrative description 4. Sewage Disposal (DWQ Requirement) 4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility Connection to existing Durham municipal sewer utility line Page 9 of 10 PCN Form — Version 14 January 2009 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act 0 Yes Q No impacts? 5c If yes, indicate the USFWS Field Office you have contacted - 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? No issues were raised during processing of previous nationwide permits and a buffer variance 6. Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? No issues were raised during processing of previous nationwide permits and a buffer variance 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation Yes Q No status (e g , National Historic Trust,designation or properties significant in North Carolina history and archaeology)? 7b What data sources did you use to,determine whether your site would impact historic or archeological resources? No issues were raised during processing of previous nationwide permits and a buffer variance 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA - designated 100 -year floodplain? ❑Yes Q No 8b If yes, explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? Appropriate FIRM maps Kevin C Martin A q _ 2/17/2014 Applicant/Agent's Printed Name Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is provided Page 10 of 110 a Fairntosh FAIRNTOSH RD i C \ F OLP" 1 `o o `Z c' r ► v U � / Q / i0 111 �Y I Q m 1 c O�v o a`Iz � Q cia J. c Project No. USGS Vicinity Map 0 2,000 4,000 8,000 12218•W1 Feet Project Mgr.: BiomerieuX Site KCM Durham Co., NC Scale: • 1" = 2,000' • Soil & Environmental Consultants, PA 2013 Northeast Durham 9412 Palk o! \rinc Read. %utl. IuJ. Ralrigl�. \C ?7f.15 • I'Inna•: 191'71 %46-5900 • Fay: (9 1')) &Jf- 9JG7 2014 -02 -12 USGS Quadrangle ^d -- on, y � r � 1 � s �• • r i l 5 r W !t AL jr lk MAIN �, l I 6r4w r. Environmental Consultants, 8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone (919) 846 -5900 cmidec com AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Landowner Name Brian Riley Address: 100 Rodolphe Street Durham NC 27712 Phone- 919 - 620 -2235 Pioject Name/ Description- bioMerieux Line 4 Addition Date- 02/05/2014 The Depai tment of the Army U S. Army Corps of Engineers, Wilmington District P O. Box 1890 Wilmington, NC 28402 Attn Eric Alsmeyer Field Office Raleigh Re- Wetlands Related Consulting To Whom It May Concern. I, the current io er owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in my behalf as my agent, in the processing of jurisdictional determinations and permit applications (if needed), and to furnish upon request supplemental information in support of determinations, etc. from this day forward The 5th day of February 2014 This notification supersedes any previous correspondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by S &EC staff. You should call S &EC to arrange a site meeting prior to visiting the site. Brian C. Riley Site Director glarham 0pQr00rys Print Property Owner's Name cc NCDENR - DWQ Prop Owner's Signa e cc 1. Kevin Martin Soil & Environmental Consultants, PA D8 3852 Pc 256 P8 158 PG 139 PB 158 PG 141 ZONED - SRP k RR �• \�Nr � 0 1 w rift ` \ \ \ \ I RODOLPHE STREET (AKA ♦ \ ISO- P ((PPB 117 PG 163) I\ ♦ N \ TREYBURN CORPORATE PARK, Ll.0 s� PLAT+BOOK 158 PAGE 139 \\ OEM BOOK 3852, PAGE 261 \ \ \ I —may Iffl- a '! 0 EXISTING CONDITIONS LEGEND A&IM r' / / I / / — EDGE OF GRAVEL I I I I • EDGE OF RIPRAP 1 I II -r- CURB & GUTTER ° 1 4 CREEK / DITCH CENTERLINE �a I Ic TREE LINE EXISTING CONSTRUCTED —� CHAIN —LINK FENCE WETLAND I WALL UTILITY POLE 8IOMm;mux STORM DRAINAGE PIPE DECIDUOUS TREE 1 -25-11 PANUTroN MOUUSE UE U/G ELECTRIC LINE ELECTRIC TRANSFORMER (PB 117 PG 1 — — UE — — U/G ELECTRIC LINE (DATUR) LINE 4 PROJECT AREA G U/G GAS ELECTRIC HANDHOLE GAS TEST STATION — — G — — U/G GAS (DATUR) W U/G WATER LINE — —W— — U/G WATER LINE (DATUR) SEWER MANHOLE BOOK 111, PAGE 116 ZZ? BOOK DEED BOOK 3133, PAGE 47 — _W — — U/G FIRE WATER LINE (DATUR) o I "ARRIS CEMETERY TRACT A SURVEY CONTROL POINT A&IM r' UNITED STAj%FOF AMERICA / PIN / 0855 -04 -38 -1620 DEED BOOK 998, PAGE 902 OVERALL EXISTING CONDITIONS PLAN \ SCALE 1" = 200' ® 2009 JACOBS ENGINEERING GROUP INC PIN f 0844 -02 -69 -1136 D8 988 PG 902 ZONED - RR -3 END OF SIGNAL (SUE) —� DESTINATION UNKNOWN LINE CONTINUES GENERAL NOTES: 1. THIS MAP WAS CREATED TO IDENTIFY THE PROJECT LOCATION ON THE PROPERTY. SEE JSK -004 THROUGH JSK -007 FOR WETLAND LOCATION. w m OZ cok� z Wa Z C, 4Z~ Z n OZ LLI 0 LLI 2 it m Z 0 J cl) U) Z� O?I- �3� Z W �a O Z � ~~O Z ~ W ILL �cr0 Ix a. 7 J0Q Z wg� °3 FIGURE JSK -0031 / / I / / (w) WATER METER I I I I • BOLLARD 1 I II -r- SIGN ° 1 4 FLARED -END SECTION �a I Ic LIGHT POLE 1 I `a, UTILITY POLE / / O DECIDUOUS TREE m I ❑Q ELECTRIC TRANSFORMER I A UTILITY TEST HOLE (SUE) I I I ® ELECTRIC HANDHOLE GAS TEST STATION SEWER MANHOLE BOOK 111, PAGE 116 ZZ? BOOK DEED BOOK 3133, PAGE 47 / / / O• SEWER CLEANOUT "ARRIS CEMETERY TRACT d.b FIRE HYDRANT UNITED STAj%FOF AMERICA / PIN / 0855 -04 -38 -1620 DEED BOOK 998, PAGE 902 OVERALL EXISTING CONDITIONS PLAN \ SCALE 1" = 200' ® 2009 JACOBS ENGINEERING GROUP INC PIN f 0844 -02 -69 -1136 D8 988 PG 902 ZONED - RR -3 END OF SIGNAL (SUE) —� DESTINATION UNKNOWN LINE CONTINUES GENERAL NOTES: 1. THIS MAP WAS CREATED TO IDENTIFY THE PROJECT LOCATION ON THE PROPERTY. SEE JSK -004 THROUGH JSK -007 FOR WETLAND LOCATION. w m OZ cok� z Wa Z C, 4Z~ Z n OZ LLI 0 LLI 2 it m Z 0 J cl) U) Z� O?I- �3� Z W �a O Z � ~~O Z ~ W ILL �cr0 Ix a. 7 J0Q Z wg� °3 FIGURE JSK -0031 / / I / / (w) WATER METER � 8 WATER VALVE / I POST INDICATOR VALVE EVERGREEN TREE / / O DECIDUOUS TREE UNITED STATES OF AMERICA A UTILITY TEST HOLE (SUE) UNITED STAj%FOF AMERICA / PIN / 0855 -04 -38 -1620 DEED BOOK 998, PAGE 902 OVERALL EXISTING CONDITIONS PLAN \ SCALE 1" = 200' ® 2009 JACOBS ENGINEERING GROUP INC PIN f 0844 -02 -69 -1136 D8 988 PG 902 ZONED - RR -3 END OF SIGNAL (SUE) —� DESTINATION UNKNOWN LINE CONTINUES GENERAL NOTES: 1. THIS MAP WAS CREATED TO IDENTIFY THE PROJECT LOCATION ON THE PROPERTY. SEE JSK -004 THROUGH JSK -007 FOR WETLAND LOCATION. w m OZ cok� z Wa Z C, 4Z~ Z n OZ LLI 0 LLI 2 it m Z 0 J cl) U) Z� O?I- �3� Z W �a O Z � ~~O Z ~ W ILL �cr0 Ix a. 7 J0Q Z wg� °3 FIGURE JSK -0031 PATP C \Users \k,nots \Desk too \Wetland Moos NM D X M � r �uu Y 0 v 0 z Ln i W I �g TIC 6 0 -� V \ � % a ■ a I `l g V a CR,� e4 « R t I'� I FBI f e e z c� O z C v I UE \ \� \ -C N,LLRR r W W ` � �c ,i� • _• / D ,`O.L.• Y ' / // % 4r� —-. Mf7A♦, as � I /�� / �i � ^ / C cworr Q / -11, ,--, � ° r En •a � ��s n \ /l�� L • ale\ -_ Cj) T GRADING PLAN BIOMERIEUX J�COBS c WETLAND PERMITTING DRAWINGS LINE 4 ADDITION O m REV A ISSUE FOR PERMIT DURHAM, NC CONT4 ADDRESS ONT4C7 NUMBERS FAX NUMBER (STATE] REO NO [111,0] O SITE PLAN SCALE 1" = 40' T `a 0 2014 JAC0BS ENGINEERING GROUP INC BUILDING FFWie W (AVERAGE) &, EXISTING CONSTRUCTED WETLAND L WAREHOUSE 2 STORY CONCRETE u •L aaJx �� ROOF-35&4 AS IMT ► I ► ► NON - JURISDICTIONAL I I DITCH I I ► I I I ► I I ► II WETLAND TO BE REMOVED I,rZQ� = 542 SF CI SITE PLAN LEGEND OVERHEAD LIGHT BUILDING PERSONNEL DOOR • BOLLARD • SIGN PROPOSED EDGE OF PAVEMENT L BUILDING ADDITION LIMITS p p AGGREGATE BASE COURSE ASPHALT PAVEMENT CONCRETE PAVEMENT SITE PLAN KEYNOTES O1 PROPOSED CONCRETE PAVEMENT O2 PROPOSED ASPHALT PAVEMENT O3 PROPOSED CONCRETE SIDEWALK OPROPOSED CONCRETE STAIRS O5 MAKE CONNECTION TO EXISTING CONCRETE PAD I I 4. I . �, •• .y •, 41 ..•. •� I STORY CONCRETE •b • of �• FiF 7i � GubRg � 1• • ; wt t� ,f ` �" • • • • . A. J • ` GOOK ti y + • • L '� J . LAW & MCC Dock • J iµ -5 Aw"ALTS AS WT a W Oz x Z ct K " W O z �QZW 0 �Ijz¢ Z w p z o2 Lu<m C ,zr Q m Z a J Z� W CL Zacr gt=0 0-2 'L W � d cf) Z ga cr FIGURE JSK -005 EXISTING CONSTRUCTED WETLAND ®® RFr51G510 INDUSTRIAL/, BUILDING FMlf� (AVERAGE) 1 931611 1 799 ® J/317 F1E 1 1 GRADING PLAN SCALE. I"= 40' ?009 JACOBS ENGINEERING GROU' INC r� N � + / I T � ASPHALT T `1'111111' l 1 � w III1;1111 � W � 11111 I II � II 11 l � / I l � � x. \\ PR¢VIDE POSITNE DRAINA E \\ TT EXISTING 241 RCP CUL I I I I ION- ]URISD70 I \ DITCH WETLAND TOIBE REMpVED�-- 542 SF 3 pJ 7 - l 1w >a�, _ �F l 1 3 nZ 4\.64 a 3167e BW 315.50 901 3 4! LONDING DdOC `' \ 31.67 ®.117 E7 \ \ \ \ 9s% ® 31757 31 &9,4 \ T, 318AZ �, 3 �93� Bly 31a52 315 50 314,(8 /' \ \318.14 \ \ 31437 � � 1 75N 312 02 'co I \� ROOF1.3514 ® � 31 8 I i BW' 314b1 � ! 3 / of F3W15.50 0„PR,E a+F'S1ER � 3 'og t E50E OOOi( �3RR 1 WAREHOUSE 2 STORY OONCREIE sAWMALT5- GRADING PLAN LEGEND �Fz w p : O2 RIP -RAP DISSIPATER PAD W3 FLARED END SECTION STORM DRAINAGE PIPE c HEADWALL Z O5 O Q STORM DRAIN MANHOLE STANDARD FLARED END SECTION O7 W © YARD INLET CL iu O9 cl 14 A11 MANOR CONTOUR TREE PROTECTION FENCE cn u > ¢ 0 Z� MINOR CONTOUR ° STORM DRAINAGE PIPE G UG ROOF LEADER MANIFOLD w SWALE CENTERLINE 0 O M DISTURBANCE LIMITS (D TP TREE PROTECTION FENCE GRADING PLAN KEYNOTES o X 1 31492 1 I I I I I � I 111 I ,SPH„ C 3 of 1 1 Ol 3:1 SLOPE TO EXISTING GRADE �Fz w p : O2 RIP -RAP DISSIPATER PAD W Q Q m v cc O W m O3 STORM DRAINAGE PIPE m 7 O4 NCDOT STANDARD YARD INLET O5 NCDOT STANDARD STORM MANHOLE ONCDOT STANDARD FLARED END SECTION O7 VEGETATED DRAINAGE SWALE O8 UNDERGROUND ROOF LEADER O9 ROOF LEADER CLEANOUT 10 TREE PROTECTION FENCE cn 0 Z� G ZOa cr CL 0 O (D a� c!) oa :� FIGURE JSK -006 -) EXISTING CONSTRUCTED WETLAND I= FFw,ae, u � MUSTRIAL / { BUILDING FFE -31& ' uERAM OAS FARM . WETLAND TO BE REMOVED = 542 SF ROOF -=4 A4NKT I ► I ► 1 1 NON- JURISDICTIONAL I DITCH I 1 1 I I A110 EMS 4[ 1O�I * ,rTw , S70RY CONCRM a ooa E R.- ua 0 WAREHOUSE 2 'TORY o CONCRETE S.11.T5, �L 2014 JACOBS ENGINEERING GROUP INC 8 7 c 1 � 1 I I � i I 3 of II SAS 3 UTILITY PLAN LEGEND wF FIRE WATER LINE W SS SANITARY SEWER LINE Z FM SANITARY SEWER FORCE MAIN 0 k� r NATURAL GAS LINE W z G7 UE ELECTRIC LINE �� a T TELECOM LINE FIRE HYDRANT 1 FIRE DEPARTMENT CONNECTION FM ►`�i GATE VALVE �►C POST INDICATOR VALVE ® BACKFLOW PREVENTER UTILITY PLAN KEYNOTES U RELOCATE EXISTING 4" STEEL NATURAL GAS LINE 02 RELOCATE (3) 1 -1/4" UNDERGROUND ELECTRIC LINES 03 RELOCATE EXISTING 8" FIRE WATER SERVICE 04 DIP FIRE WATER SERVICE 05 POST INDICATOR VALVE WITH TAMPER SWITCH 06 SANITARY WASTE LIFT STATION OFIRE HYDRANT 08 GATE VALVE OWALL MOUNTED FDC. REFER TO MECHANICAL DRAWINGS FOR LOCATION ON WALL. G� AspK&T n I I 5 Z XOU �F=Z wok wQ= cr Er m Z 0 J cn 0 H 9- 1:ir zafIll a g a: 0 u- �c UJ a N = Z Q cr FIGURE JSK -007 WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region t ` � u I° n Project/Site I O V`A eir t eu V%P- ` n5 Cdy /County 10`Z ( � A �t d � Sampling Date , 3 i % L State L Sampling Point ApplicanUOwner Investigator(s) cv,EA v, u rfii h Section, Township, Range Landform (hillslope, terrace, etc ) r t e- Local relief (conc ve, convex, none) LO L9- v Slope (%) �- Subregion (LRR or MLRA) Lat . () 9q CD Long -797,79!q Datum Soil Map Unit Name W V, ► +4e- Q-f— NWI classification Are climatic / hydrologic conditions on the site typical for this time of year? Yes No (If no, explain in Remarks) Are Vegetation, Sod or Hydrology )—( --significantly disturbed? Are "Normal Circumstances" present? Yes No Are Vegetation Sod or Hydrology naturally problematic? (If needed, explain any answers in Remarks) ¢i iRARnARV f1F FINDINGS - Attach site maD ShoWinq samplinq point locations, transects, Important features, etc Hydrophytic Vegetation Present? Yes A Yes � No No Primary Indicators (minimum of one is required check all that apply) Is the Sampled Area within a Wetland? Yes No Hydric Soil Present? True Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (68) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) Wetland Hydrology Present? Yes No X Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (1316) Remark S i Cei` � t-,2 t-,2 p -�j d—wt wtl' r ( e-c v` sio.`S are GOO V0 4� �� _ Thin Muck Surface (C7) kr•-�© - ;S a rem uVrlr2lll A/_V Wetland Hydrology Indicators Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required check all that apply) _ Surface Sod Cracks (66) Surface Water (Al) True Aquatic Plants (B14) _ Sparsely Vegetated Concave Surface (68) _ High Water Table (A2) _ Hydrogen Sulfide Odor (Cl) Drainage Patterns (610) _ Saturation (A3) X Oxidized Rhizospheres on Living Roots (C3) _ Moss Trim Lines (1316) Water Marks (81) _ Presence of Reduced Iron (C4) _ Dry- Season Water Table (C2) _ Sediment Deposits (B2) _ Recent Iron Reduction in Tilled Sods (C6) _ Crayfish Burrows (C8) _ Drift Deposits (B3) _ Thin Muck Surface (C7) _ Saturation Visible on Aerial Imagery (C9) _ Algal Mat or Crust (B4) _ Other (Explain in Remarks) _ Stunted or Stressed Plants (D1) _ Iron Deposits (B5) _ Geomorphic Position (132) _ Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3) Water Stained Leaves (139) _ Microtopographic Relief (D4) _ - Aquatic Fauna (B13) FAC- Neutral Test (D5) Field Observations y Surface Water Present? Yes No X Depth (inches) Depth (inches) Water Table Present? Yes No 3 Present? Yes No Saturation Present? Yes No Depth (inches) Weiland Hydrology includes capillary fringe) Describe Recorded Data (stream gauge monitoring well, aerial photos, previous inspections), if available Remarks US Army Corps of Engineers Edstem Mountains and Piedmont - Version 2 0 I VEGETATION (Five Strata) - Use scientific names of plants Tree Stratum (Plot size ) % Cover Species? Status 1 2 3 4 5 6 = Total Cover 50% of total cover 20% of total cover Sapling Stratum (Plot size ) 2 3 4 5 6 -2-0 = Total Cover 50% of total cover IQ 20% of total cover OQL Shrub Stratum (Plot size i 1 2 3 4 5 6 = Total Cover 50% of total cover 20% of total cover Herb Stratum (Plot size ) 2 Ca C tix w o C i ,j Z.0 3 4 5 s 7 8 9 10 11 L s = Total Cover 50% of total cover 1'�_% 520% of total cover Woody Vine Stratum (Plot size ) 1 2 3 4 5 US Army Corps of Engineers = Total Cover 50% of total cover 20% of total cover _ ors here or on a separate sheet) Sampling Point Dominance Test worksheet Number of Dominant Species That Are OBL, FACW, or FAC (A) ITotal Number of Dominant Species Across All Strata (B) Percent of Dominant Species That Are OBL (qf6) , FACW, or FAC �V Total % Cover of Multiply by OBL species x 1 = FACW species x 2 = FAC species x 3 = FACU species x 4 = UPL species x 5 = Column Totals (A) (B) Pievalence Index = B/A _ 1 - Rapid Test for Hydrophytic Vegetation _ 2 - Dominance Test is X50% _ 3 - Prevalence Index is 53 0' _ 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation' (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic Definitions of Five Vegetation Strata Tree - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in (7 6 cm) or larger in diameter at breast height (DBH) Sapling - Woody plants excluding woody vines approximately 20 it (6 m) or more in height and less than 3 in (7 6 cm) DBH Shrub - Woody plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height Herb - All herbaceous (non - woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height Woody vine - All woody vines, regardless of height Hydrophytic Vegetation Present? Yes No Eastern Mountains and Piedmont - Version 2 0 sou Sampling Point Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators -) Depth Matrix Redox Features (inches) Color (moist) % Color moi t 0•6 Type Loc Texture Remarks 0-('0 1® Q O S `Z, 'r to �=tj ,'`° 'TvDe C= Concentration, D =De letion, RM= Reduced Matrix, MS= Masked Sand Grains 'Location PL =Pore Lining M = Matrix 3 Hydric Soil Indicators Indicators for Problematic Hydric Soils Histosol (Al) _ Dark Surface (57) _ 2 cm Muck (A10) (MLRA 147) _ Histic Epipedon (A2) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _ Coast Prairie Redox (A16) _ Black Histic (A3) _ Thin Dark Surface (S9) (MLRA 147, 148) (MLRA 147, 148) _ Hydrogen Sulfide (A4) Loamy Gleyed Matrix (172) _ Piedmont Floodplain Soils (F19) Stratified Layers (A5) Depleted Matrix (F3) (MLRA 136, 147) 2 cm Muck (A10) (LRR N) _ Redox Dark Surface (F6) _ Very Shallow Dark Surface (TF12) _ _ Depleted Below Dark Surface (A71) _ Depleted Dark Surface (F7) _ Other (Explain in Remarks) _ Thick Dark Surface (Al2) _ Redox Depressions (F8) _ Sandy Mucky Mineral (51) (LRR N. _ iron- Manganese Masses (1`12) (LRR N, MLRA 147, 148) MLRA 136) _ Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122) 'Indicators of hydrophytic vegetation and Sandy Redox (S5) _ Piedmont Floodplain Sods (1`19) (MLRA 148) wetland hydrology must be present, _ _ Stripped Matrix (S6) — Red Parent Material (1721) (MLRA 127, 147) unless disturbed or problematic Restnctive Layer (if observed) Type Depth (inches) Hydric Sort Present? Yes_ No US Army Corps of Engineers Eastern Mountains and Piedmont – Version 2 0 0 i • Kevin Martin From: Smith, Danny < danny smith @ncdenr gov> Sent: Monday, November 18, 2013 2 47 PM To: Kevin Martin, Higgins, Karen Cc: Smith, Chern L Subject: RE Biomerieux Hey Kevin, We have reviewed the file, the buffer determination letter, and the topographic map for the subject site The feature and buffer depicted on the map (below) is not subject to buffer rule If you have any questions please do not hesitate to give me call Hope you are well thanks Danny r/ I, t- e- -e" -Z)4 Danny Smith Regional Supervisor Raleigh Regional Office NCDENR- Division of Water Resources 3800 Barrett Drive Raleigh, NC 27609 1 1 �I 1 �, — IMPERVIOUS ARE 5552 SF 691 20 5 F 1 0747 72 S F =0.017 aGRE` 1 i o, % (919) 791 -4252 Danny Smith @ncdenr gov Email correspondence to and from this address may be subject to the North Carohna Pubbc Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Kevin Martin rmadto:kmartin@)sandec.coml Sent: Friday, November 15, 2013 1:48 PM To: Smith, Danny; Higgins, Karen Cc: Smith, Chern L Subject: RE: Biomerieux thanks Danny I know this is a screwy one if we have to go out and look at it under an appeal I'm fine with that I would dust prefer for the client to not have to pay me to do that if it's unnecessary -- - - - - -- Original message -- - - - - -- From "Smith, Danny" < danny smith @ncdenr gov> Date 11/15/2013 142 PM (GMT -05 00) To- Kevin Martin <kmartm @sandec.com>, "Higgins, Karen" <karen higgms @ncdgnr ov> Cc "Snuth, Cherri U <cherri smith @ncdenr gov> Subject RE- Biomerieux Kevin, I will need to review the file in order to get back with you I will email a response on Monday Danny Danny Smith Regional Supervisor Raleigh Regional Office NCDENR - Division of Water Resources 3800 Barrett Drive Raleigh, NC 27609 (919) 791 -4252 Danny Smith @ncdenr gov Email correspondence to and from this address may be subject to the North Carohna Pubbc Records Law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: Kevin Martin rmailto:kmartmCalsandec.com] Sent: Friday, November 15, 2013 1:24 PM To: Higgins, Karen; Smith, Danny Subject: RE: Biomeneux Thanks for the quick response, I have a question for you. Based on the file It appears that they applied for a minor variance In 2007 that was granted but based on the attached 2008 buffer letter the area they applied for is not subject to the buffers (feature D)? The reason I ask Is % rS 1 that is that I have been asked to look into permitting impacts to about 500sgft of wetlands in the upper reaches of feature D that according to this letter are not buffered, but they are adjacent to the area where the minor variance was requested. I have looked at the feature and I agree with the 2008 buffer letter as far as the area I am dealing with is a wetland and not a stream. Please advise if you agree that I can proceed in reliance on the attached letter regarding the subjectivity of the area to the buffers.? Thanks Kevin From: Higgins, Karen rmailto :karen.higgins(&ncdenr.govl Sent: Friday, November 15, 2013 9:37 AM To: Kevin Martin; Smith, Danny Subject: RE: Biomerieux Kevin- Here is a link to the project file http: / /its.enr state.nc us /Weblink8 /0 /fol /1588 /Rowl.aspx. Thanks - Karen Karen Higgins 401 & Buffer Permitting Unit Supervisor NC DENR - Division of Water Resources 1650 Mail Service Center, Raleigh, NC 27699 -1650 Phone (919) 807 -6360 Email karen hiesins @ncdenr eov Website http / /portal ncdenr ore /web /w4 /401bufferpermittine E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties From: Kevin Martin rmadto:kmartin @sandec.coml Sent: Friday, November 15, 2013 8:31 AM To: Smith, Danny; Higgins, Karen Subject: Biomeneux Danny and Karen, I need help locating any info you may have on this project (buffer letter, the 401 etc ) It is in Durham county, in the Treyburn development. Can you help without going to too much troubles The attached map shows the location at Red Mill road, Akzo Blvd, Teknika Blvd and Rodolphe St, Thanks as always' Kevin Martin