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HomeMy WebLinkAbout20101007 Ver 1_Application_20101206C STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR November 30, 2010 U. S. Army Corps of Engineers 3331 Heritage Trade Drive Wake Forest, NC 27587 ATTN: Mr. Andy Williams NCDOT Coordinator ?6ZO,o?D EUGENE A. CONTI, JR. SECREGRY 101007 Subject: Application for Section 404 Nationwide Permit 14, Section 401 Water Quality Certification, and Randleman Watershed Buffer Authorization for the proposed widening of West Market Street (SR 1008) from Bunker Hill Drive (SR 2007) to NC 68 in Guilford County, Federal Aid Project No. STP- 1008(9); Division 7; TIP No. R-2611 Debit $570.00 from WBS Element 34482.1 Dear Sir: The North Carolina Department of Transportation (NCDOT) proposes to widen 3.6 miles of West Market Street to a four-lane divided highway. There will be 209 linear feet of permanent surface water impacts and 46 linear feet of temporary surface water impacts. Within the Randleman watershed there will be 12,369 square feet of Zone 1 buffer impacts and 5,861 square feet of Zone 2 buffer impacts. Please see enclosed copies of the Pre-Construction Notification (PCN), Ecosystem Enhancement Program (EEP) acceptance letter, stormwater management plan, permit drawings, and design plans for the above referenced project. The Environmental Assessment (EA) was completed June 2006 and the Finding of No Significant Impact (FONSI) was completed October 2007. The documents were distributed shortly thereafter. Additional copies are available upon request. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1598 MAIL SERVICE CENTER RALEIGH NC 27699-1598 TELEPHONE: 919431-2000 FAX: 919-031-2001 WEB&TE: www.NCDOT.ORG LOCATION: 4701 Atlautic_Ave., Suite 116 Raleigh, NC 27604 Z r, .Z y • 4 A copy of this permit application will be posted on the NCDOT Website at: http://www.ncdot.org/doh/preconstruct/pe/. If you have any questions or need additional information, please call James Pflaum at (919) 431-6527. .. ..r Cc: Sincerely . a 3' r q'` Gregory J. Thorpe, Ph.D. Environmental Management Director, PDEA Mr. Brian Wrenn, NCDWQ (5 Copies) W/o attachment (see website for attachments) Dr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P.E., Structure Design Mr. Dewayne Sykes, P.E., Utilities Mr. Mark Staley, Roadside Environmental Mr. J. M. Mills, P.E., Division 7 Engineer Mr. Jerry Parker, Division 7 Environmental Officer Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Mr. Gene Tarascio, P.E., PDEA Mr. Scott McLendon, USACE, Wilmington Mr. Gary Jordan, USFWS Mr. Travis Wilson, NCWRC Ms. Beth Harmon, EEP Mr. Phillip Ayscue, NCDOT External Audit Branch 2 0p W ATE9O 11 1 ? ? y 11.11 > Y O T Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 I Pre-Construction Notification (PCN) Form AI i Applicant Information 1.1 Processing 111. Type(s) of approval sought from the Corps: ®Section 404 Permit ? Section 10 Permit 16. Specify Nationwide Permit (NWP) number. 14 or General Permit (GP) number. 1-. Has the N WP or GP number been verified 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 le. 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 ®No 'If. 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 Itg. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h below. ? Yes ®No '1h. Is the project located within a NC DCM Area of Environmental Conce rn (AEC)? Yes El ® No :2. Project Information I2a. Name of project: West Market Street (SR 1008) from Bunker Hill Drive (SR 2007) to NC 68 I2b. County: Guilford I2c. Nearest municipality / town: Greensboro I2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state project no: R-2611 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. not applicable 3c. Responsible Part y (for LLC if applicable): not applicable 3d. Street address: 1598 Mail Service Center 3e. City, state, zip: Raleigh, NC 27699-1598 3f. Telephone no.: (919) 431-6527 3g . Fax no.: (919) 431-2002 3h . Email address: jrpfiaum@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ? Other, specify: 4b. Name: not applicable 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: not applicable 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: B.I Project Information and Prior Project History 1. I Property Identification 1 a. Property identification no. (tax PIN or parcel ID): not applicable 19 . Site coordinates (in decimal degrees): Latitude: 36.103536 Longitude: - 79.992779 I (DD.DDDDDD) (-0D.DDDDDD) 1c. Property size: 120 acres 2) Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to East Fork Deep River proposed project: 26. Water Quality Classification of nearest receiving water. WS-IV 2c. River basin: Cape Fear 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: Project has mixed use development including industrial warehouses and residential housing. 3b. List the total estimated acreage of all existing wetlands on the property: 0.09 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2252 3d. Explain the purpose of the proposed project: Increase traffic carrying capacity on West Market Street due to future commercial development. 3e. Describe the overall project in detail, including the type of equipment to be used: The project involves extending one culvert and widening West Market Street for 3.6 miles to a four-lane median divided curb and gutter facility from Bunker Hill Road to NC 68. Standard road building equipment, such as trucks, dozers, and cranes will be used. 1 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ®Yes ? No ? Unknown project (including all prior phases) in the past. Comments: Site visit 5/8/2008 NCDOT, USACE, NCDWQ 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): NCDOT Environmental Specialists Other. 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. As of July 19, 2010 USACE has received all necessary data in order to process a Final JD. 5. Project History 5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to 'help file' instructions. 6. Future Project Plans 6a. Is this a phased project? ? Yes ®No 6b. If yes, explain. C. Proposed Impacts Inventory 1. Impacts Summary la. Which sections were completed below for your project (check all that apply): ? 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. 2b. 2c. 2d. 2e. 2f. Wetland impact Type of jurisdiction number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact Permanent (P) or (if known) DWQ - non-404, other) (acres) Temporary M Site 1 ? P ? T ? Yes ? Corps ? No ? DWQ Site 2 ? P ? T ? Yes ? Corps ? No ? DWQ Site 3 ? P ? T ? Yes ? Corps ? No ? DWO Site 4 ? P ? T ? Yes ? Corps ? No ? DWQ Site 5 ? P ? T ? Yes ? Corps ? No ? DWQ Site 6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland Impacts 0 Permanent 0 Temporary 2h. Comments: 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of Average Impact length number - (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps - 404, 10 width TemporaryM (INT)? DWQ-non-4o4, (feet) other) Bank Site 1 SPOT Stabilization Temp. Access UT to Reedy Fork ® PER ? INT ® Corps ? DWQ 2 feet 15 Penn 16 Temp Site 2 SPOT Culvert Ext. UT to East Fork of ® PER ® Corps 4 feet 194 Perm Temp. Access Deep ? INT ? DWQ 39 Temp Site 3 ? P ? T ? PER ? Corps ? INT ? DWQ Site 4 ? P ? T ? PER ? Corps ? INT ? DWQ Site 5 ? P ? T ? PER ? Corps ? INT ? DWQ Site 6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 209 ft Penn 55 It Temp 4 3i. Comments: Site 1 Impacts: 15 feet bank stabilization, 16 feet for temporary access Site 2 Impacts: 194 feet culvert extension, 39 feet temporary access 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 individual) list all open water impacts below. 4a! 4b. 4c. 4d. 4e. IOpen water Name of impact number - waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary 61 ?P?T 02 ?P?T ,03 ?P?T X04 ?P?T 1 M. Total open water Impacts 0 Permanent 0 Temporary 4g. Comments: i 5I Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Fond ID Proposed use or (acres) rl umber purpose of pond Flooded Filled Excavat Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: I5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no: I5i. Expected pond surface area (acres): ISj. Size of pond watershed (acres): 15k. Method of construction: S. 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 an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Nauss ?Tar-Pamlico ? Other. Project is in which protected basin? ? Catawba ® Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary M required? B1 ®P ? T Road Crossing UT to East Fork Deep River ® Yes ? No 11,853 5,621 Road Impacts Other UT to East Fork ® Yes B2 ®P ? T Than Crossings of Deep River ? No 416 240 Streams B3 ?P?T ?Yes ? No 6h. Total buffer impacts 12,369 5,861 6i. Comments: D.1 Impact Justification and Mitigation 1. 1 Avoidance and Minimization is . Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Specific design features to avoid and minimize impacts include grass swales, preformed scour holes, extending (not replacing) 6 x 8 foot double barrel culvert, and utilizing curb and gutter instead of wide paved shoulders. Impacts to perennial streams and wetlands located east of ramp B (plan sheet 20) were completely avoided via intersection realignment. I 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. NCDOT will implement Best Management practices (BMP's) for Highway Construction and Design Standards for Sensitive Watersheds. 2( Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State I la. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ® Yes ? No If no explain: i 2b. If yes, mitigation is required by (check all that apply): ® DWQ ® Corps 2c. If yes, which mitigat ion 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: not applicable I3b. Credits Purchased (attach receipt and letter) Type Quantity I 3c. Comments: I 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: (194 feet @ 2:1 mitigation ratio) = 388 linear feet 4c. If using stream mitigation, stream temperature: ® warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): " See section 6e 4e. Riparian wetland mitigation requested: 0 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: 5. Complete If Using a Permittee Responsible Mitigation Plan 5a. If using a pennittee responsible mitigation plan, provide a description of the proposed mitigation plan. 7 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 ® Yes ? No buffer mitigation? 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. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 Road Crossing 12,369 3 (2 for Catawba) 37,107 Zone 2 Road Impacts Other Than 5,861 1.5 8 792 Crossings of Streams , 6f. Total buffer mitigation required: 45,899 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, pennittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). Payment proposed through EEP. 6h. Comments: E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a! Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No within one of the NC Riparian Buffer Protection Rules? lb I . If yes, then is a diffuse flow plan included? If no, explain why. ® Yes ? No I Comments: see attached permit drawings. 2.1 Stormwater Management Plan 2,,i 11 . What is the overall percent imperviousness of this project? N/A i 2b i . Does this project require a Stormwater Management Plan? ® Yes ? No Z i 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: See attached permit drawings. ? Cered Local Government 2.e . Who will be responsible for the review of. the Stormwater Management Plan? ? DWQ Stomrwater Program ? DWQ 401 Unit 1. Certified Local Government Stormwater Review i 3 i a . In which local governments jurisdiction is this project? not applicable I ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ?USMP apply (check all that apply): ? Water Supply Watershed ? Other. i 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 1 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HOW (check all that apply): ? ORW ? Session Law 2006-246 ? Other. 4b. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No attached? 5. DWQ 401 Unit Stor mnrater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federallstate/local) funds or the ® Yes ? No use of public (federal/state) land? 1b. If you answered yes' to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ® Yes ? No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. If you answered yes' to th a 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 Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ®No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered yes' to one or both of the above questions, provide an explanation of the violation(s): 10 3. 1 Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes additional development, which could impact nearby downstream water quality? ®No 3d. 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. A qualitative Indirectand Cumulative Effects Report was completed by HNTB for this project in August, 2004. The project also lies within the same area studied in 2003 for potential indirect and cumulative effects associated with a proposed airport expansion, which the FEDEX company conducted through the Ecoscience corporation. This study was prepared as partof the 401 water quality permitting process in order to satisfy concerns related to possible indirect and cumulative effects associated with FEDEX's proposed operations at the airport. As the proposed project, R-2611, will widen a 3.6 mile portion of an existing road to multilanes for improved traffic flow, with no new intersections, interchanges, nor offering new access to existing parcels of land along the project route, the indirect and cumulative effects associated with the project should be minimal. The addition of travel lanes to West Market Street will not initiate changes to the land use along the road, as those changes have already begun, with older residential areas and vacant land converting to commercial and light industrial activity as a result of the proximity to the airport. Whereas the land use along West Market Street at one time was primarily residential, the proximity to the airport has prompted the redevelopment of some parcels to commercial and light industrial activities such as shipping and distribution companies in order to take advantage of the cargo capacity of the airlines as well as associated airport business activities. The addition of travel lanes to a portion of West Market Street will not likely spur travelers to abandon other routes. While West Market Street serves as a local route to and from the airport, it does not now, nor is it expected to serve as a regional route as there is no new access provided or new interchanges or intersections. The proposed lane additions will facilitate improved safety and ease congestion for local businesses and residents only and will not improve travel times sufficiently to make West Market Street a substantially more attractive regional route to west Greensboro. The following regulatory programs are in effect for the project vicinity and have development ordinances limiting density, impervious surfaces, provide for stonnwater runoff and require buffers on streams within the watershed. Randleman Rules - These rules apply to the Randleman basin, extending along the length of West Market Street and southwards towards Asheboro. • WS411 NSW Cape Fear Reedy Fork (Covers area on north side of West Market St.) WS-IV Cape Fear West Fork Deep River (Partially covers area on south side of the road) WS-IV Cape Fear East Fork Deep River (High Point Lake) (South side of the road) Guilford County Land Development Ordinances (enacted September, 2009) and City of Greensboro Land Development Ordinance (enacted June, 2010). The presence of these programs provide a 'blanket' of regulations and ordinances which are specifically aimed at protecting water quality from non-point sources. 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. not applicable 11 S. 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 ® Yes ? No impacts? ® Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? As of January 31, 2008 the USFWS lists one federally protected species in Guilford County, Small Whorled Pogonia. Surveys were conducted on June 3, 2008 for Small Whorled Pogonia, no specimens were observed. A review of the NCNHP records, updated November 4, 2010 indicated no known occurrences within 1.0 mile of the project area. The biological conclusion for small whorled pogonia is "No Effect. 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ®No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 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 ®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? NEPA Documentation 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: NCDOT Hydraulics Unit coordination with FEMA 8c. What source(s) did you use to make the floodplain determination? FEMA Maps QPC Dr. Crrejiorv J. Thorpe, Ph D D t t ApplicanUAgents Printed Name A plicantlAgents Signature a e e (Agents signature is valid only I an authorization letter from the applicant is provided.) 12 November 8, 2010 Mr. Gregory J. Thorpe, Ph.D. Environmental Management Director Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 I Dear Dr. Thorpe: Subject: . EEP Mitigation Acceptance Letter. R-2611, SR 1008 (West Market Street) from SR 2007 (Bunker Hill Drive) at Colfax to NC 68 in Greensboro, Guilford County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the stream and buffer mitigation for the subject project Based on the information supplied by you on November 2, 2010, the additional impacts are located in CU 03030003 of the Cape Fear River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Cape Fear Stream Wetlands Buffer (Sq. Ft.) 03030003 Cold Cool Warm Riparian Non- Coastal Zone I Zone 2 CP Riparian Marsh 3:1 1.5:1 Impacts feettacres 0 0 194 0 0 0 12,369 5,861 Mitigation Units 0 0 388 0 0 0 37 107 8 792 (Credits-up to 2: 1) , , All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund. The NCDOT will be responsible to ensure that appropriate compensation for the additional buffer mitigation will be provided in the agreed upon method of fund transfer. Upon receipt of the NCDWQ's Buffer Authorization Certification, EEP will transfer funds from MOA Fund into the Riparian Restoration Buffer Fund. Upon completion of transfer payment, NCDOT will have completed its additional riparian buffer mitigation responsibility for R-2611. Subsequently, EEP will conduct a review of current MOA mitigation projects in the river basin to determine if available buffer mitigation credits exist If there are buffer mitigation credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer mitigation credits from MOA Fund. Dr. Thorpe November 8, 2010 TIP Number R-2611 Page Two EEP commits to implementing sufficient compensatory stream mitigation credits to offset the impacts associated with this project in accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In-Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. if you ha,-e any questions or need additional information, please contact Ms. Beth 117-non at 919-715-1929. Sincerely; &4A 6A- Willi . Gilmore, P.E. EEP Director Cc: Mr. Andy Williams, USACE -Raleigh Regulatory Field Office Mr. Brian Wrenn,.NC Division of Water Quality File: R-2611 RP.StDYGK?... ?... Pro" Our JI & ROM North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh,.NC27699-1652/919-715-0476/www.neeep.net STORMWATER MANAGEMENT PLAN R-2611, State Project 34482. 1.1 Date: 9/8/2010 Guilford County Hydraulics Project Engineer: R.C. Henegar, PE ROADWAY DESCRIPTION This project proposes to widen SR 1008 (West Market St.) from west of SR 2007 (Bunker Hill Rd.) at Colfax to NC 68 in Greensboro. The total length of the project is 3.797 miles. The proposed widening will transform the existing two-lane facility to a four-lane divided curb and gutter section. ENVIRONMENTAL DESCRIPTION This project is located in the Cape Fear River Basin. There is one primary stream crossing on this project. Tributary to East Fork Deep River has a DWQ classification WS-1V (Highly Developed). The tributary to East Fork Deep River is not on the 303(d) list. No wetlands will be impacted by the proposed project. BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES The existing double-barrel, 6' x 8' reinforced concrete box culvert on the tributary to East Fork Deep River was found to be hydraulically adequate and in good condition, therefore it will be retained. The existing culvert will be extended on both the upstream and downstream ends to accommodate for the proposed widening. The extensions to the existing double-barrel culvert will maintain the normal stream flow and channel characteristics. The following summarizes where the BMP's will be used on the project: • Grass swale from 61+00 Rt. to 63+20 Rt. -L-. • Preformed Scour Holes: 17+85 -L- (Rt.) 45+33 -L- (Rt.) 63+90 -L- (Rt.) 189+75 -L- (Lt.) 193+65 -L- (Rt.) 203+60 -L- (Lt.) The roadway typical consists of fill slopes and ditches with side slopes of 3:1 or flatter. • All offsite drainage from 185+00 -L- to 190+00 -L- Lt. is being discharged directly into the 6' x 8' RCBC, dissipating energy from the 18" pipe before it exits the culvert. CULVERTS Station 192+04 -L- (Tributary to East Fork Deep River) is an existing 2@ 6' x S' reinforced concrete box culvert. 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' G Ir Um I N N }?, I r 10 1 ? I' ? 1 n m ?. v lm N .'I W lI R, ? O O I' I x I am I I I 0 v R" c 0 0 ?v cNmo O D ZO i?'10 n 1 D -1 ?m C)m NN mu) z? £3 m D N? m? D O ?0 m? O TI m D D N C-) ;o mj z D mm lJl .Z7 N` Ln S T UI m 5nn C y CO A nz \ v \O lcmu r. v ? j x _ ? D°rv C N \ m cr N D m v" • `a T rn 1 v $o $m? w ? r . m q. <m a n r., H m rn? m? Nwa lr N i R/W AwlstmCOmUmd PffW Dofd pP w PffcW V.AdW PUE to ParaO.wtb 4g1V MA18 7CHLINE S+25. HEt7 17 1 / / \ / / / 1 I l I \ / i J, j 11 \\ ?' 6 ° / \? \? `i / / /? / ? ? .. i 11 / .? ? 1 ? 1 /I? i / J \ / -j? // / /?_a \\\\ \\Q`\1 / / 1 l 1111 \ /Jr ?{ `_? ?T NO I /'u f I / / / i/ / \ \ \ lVI / S. A9 x I tZ 4r ¦ 'O y } 4 IID C9 /C r ' 2? / ?O gp e o a o R1W RcdalmCwWma Pwvsi laro roP as Parod O.ACdad PUE to ParcWO.wlb 417110 I I T I ?I m I I I el'(11 TIN ° ?a I I f A GOD w c I a + 75' 18' CSP 0 T m '^ I i ? ? mx l l T cl I ? • I// m 5 t 19 / fi ?+T I y? E? I I oil III ??? I O A / II X I / Rann A O ,I T r`} II L O n III ./ Ilo ? I I n ? to II ? O II m ?o co I I no -no II ?m ?m II I <n (n mfn II ?, °• zm D3 WK --I -D ?. ? o x cD- mX ? nn "- "' -< z 100 o :E O n 10 m I00 (-A !P, O A° co m n x 0 C - m m 1 r` 3' m 03 ? 7d y k 9'. x ? A 8 xo 'A W rb s o? i ro o QI°c? x? a I? a x ?z e? l? a C `y ro a X N O ? ? r z 0 Z o 30 n z Y z p m (A i0 r T C . W. SS ° m m ON n0 o N ? 0 0ZZ i? 0 PO? no o N v Ea Ni V V M W 10 z a rA y a l7 C7 W v It vz z It c? v a v p Wz i GRADE=860.62 STA. 192+04.20 -L- SKEW=60° I 2v 6 'X 8' RCBC EXTENSION I 860 0506=860.21 \ 010(1)=854.31 ? 'ti . ? \ 050=851.89 - \ 850 840 NWS=839.4-- 839.78 fL ELEV.- 830 I I I 200' 1150' 65.' I% 100' 50' PROFILE SITE II L 50' ?- BED 100' 150' 200' NCDOT DIVISION OF HIGHWAYS GUILFORD COUNTY PROJECC:54484.1.1 (R-2611) SR 1808 FROM WEST OF SR 2007 AT COLFAX TO NC 68 IN GREENSBORO 'C) OF )l 07/ M ite No. tation (Froinrro) tructure Size / Type ermanent Fill In Wetlands ac WET Temp. Fill In Wetlands ac WETLAND PERMIT IMPACT SUMMARY LAN519PXCrT- SURFACE Hand Excavation Mechanized Clearing Permanent Temp. in Clearing in SW SW Wetlands in Wetlands Wetlands impacts impacts ac ac ac ac ac WATER IMPA CTS Existing Existing Channel Channel Natural Impacts Impacts Stream Pernanen Temp. Design It ft ft I 1 35+20 LT.-L- 30" CSP <0.01 <0.01 0 16 I Bank Stabilization 15 I i II 190+60 LT. -L- TO 2 6'X 8' RCBC 0.04 <0.01 194 39 192+95 RT. -L- TOTALS: 0.04 0.01 209 55 TNM "MIM NC DEPARTMENT OF TRANSPORTATION DM910N OF HIGHWAYS GUILFORD COUNTY Was - 34482.1.1 (R-2611) SHEET U'T // NNNNNNpppN J $$$$$$SYSTlME$$$$$ ESSSSS$$$$$$ESSSDGN$$$$$$!S$$$$$$$$$ $$*$USEPNAME$$$* I 09/08/99 C TIP PROJECT: R-2611 ? 0 p 0 N 0 a N ry mN m p ? ? m CC C)O n a P N y y Z ?N ! ' \ n f° o o o o N? < n o X\ o N r m _ 0 as N < ti O?? 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SP 141 --4-4 ?Dicu n \ To I \ // Jy6? v,v,mm 3 nn?? 28 PIT II .? ... w al N Fn r) / /,'_?" , //,rte/ \`??? ? ? ? \ \ \ \ ? •. r /iii ?/•./ / .'/ / \ \ \ III +35p0 19 W 1 P` 9 I 1 N?$EE SM y 3 ti x i z ° ro 3 z ? ?\ ? . / i m y pQ ? 7 o I RrW RwlslmCaWtmd ParcelOand 102 as PorcaMAdded PU£ to ParcelMdb 417110 I > > / / MATCH is7+zs.oo \ / I / / / / / LINE SEE SHEET \t--j C??=?•? ,?iYi? - ill / Z\N ?N` III 1 I V??\ II t f I s /I ?\III\II?\ ! O ? e ?I I I II l I i / I f I fl I I \ \ \? i ???`?'??,\J?\\ ? III ? I w?\\\?\?\\?' \\??\?\\\ \\ \\?\ f,? , III ?\ ?' N I s_ o I / / ? / J I m / Il r / / / Il j E ? ""• J Y / ? Y Y Y fv. ?/ % \ \` /(. ./ice J I II I / / i \\\\\ \ \\ \\? 111; / l I II I \ /? / / f' /NT W ?\ \\\\\ \ ¦ (III// /? > /) J /?? /ii2 IV I .1e t I ;/ \ \ ?\ / /ice \ \?\ \ \\ ° \ . I /// a s ?El '? Jr/ Ike ?I \ \\ \ \ \ \\ sr. aid =? E 2£ .05 A9 SEE 2 ..-/ m M `n 6.a R/W RwlslftCOaWmd Porca'lOland l02 w POraWO.Addsd PUE to PorcWO.i lb 417110 0 \ MIN, 0 1; n C]3 x 0 \ x i C D i Z n n m n ? 1Db m v / 000000,0 IT C•'? N II _ m II ? i I I 7/ r I V v ^ 1 Al 0 I 00 o? ? ? I I I• ? r? 19 Z1a rn I 3 D _m m O u 3 n D N W O Z N I m O Z ,p n> m f9. m r o" N 0 O D S ,n C7 N D O 70 m m m 1 0 O O 0 BYE aw 3ro ) v ?y ? R/W Rwl&f mUpdoW exlaling MpWdWc daft rlb I1710 -L- 200+35.00 ?So aEVMK)M R/W RWI51MUpdatad adsf/np AVWOylc data Nb I17110 S 5 B. i BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWAB LE. MITIGAB LE REPLACEMENT SITE NO. STRUCTURE SIZE/ TYPE STATION FROM/!O ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE1 (fe) ZONE2 (fe) TOTAL (f2) ZONE1 (fe) ZONE2 (ft) TOTAL ( ) ZONE1 ( ) -ZONE2 (?) 1 2 6' x 8' RCBC 189+90 LT. -L- TO 193+50 FIT. -L- X 11953 5621 17574 11 30+05 LT. -RA MPB-T X 416 240 656 30+70 LT. -RAMPB- i I i TOTAL: 0 0 0 12369 5861 18230 N.C. DEPT. 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