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Home My WebLink About20110359 Ver 2_Application_20160301Transportation March 1, 2016 U.S. Artny Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 ATTN: Mr. John Thomas, Jr. NCDOT Division 9 Project Coordinator PAT McCRORY Governor NICHOLAS j. TENNYSON Secretary SUBJECT: Documentation to Convert from Application for Section 404 Individual Permit and Seetion 401 Individual Water Quality Certification to Application for Section 404 Nationwide Permit No. 14 and Section 401 General Water Quality Certification No. 3886 for the proposed Village Point Drive project on new location fi•om existing Village Point Drive to Towncenter Drive in the Village of Clemmons in Forsyth County. NCDOT Division 9; TIP Project No. U-5551. USACE Action ID SAW-2011-00800; NCDWR Project No. 11-0359v2. Debit $570.00 from WBS Element No. 46310.1.1. REFERENCE: U-5551, Application for Section 404 Individual Permit and Section 401 Individual Water Quality Certification, dated November 17, 2015. Dear Sir: Per your request to permit impacts associated with tl�is project under a Section 401 Nationwide Pennit No. 14 rather than an Individual Per•mit, I have enclosed a completed Pre-Construction Notification (PCN) for the project to replace the previously-submitted Individual Permit application. Additionally, per a request from Sue Homewood (N.C. Division of Water Resources) in an email dated December 18, 2015, the permit drawing packet was modifed to add the temporary dewatering/bypass channel design associated with each of the two culvert installations (one at Permit Site 1, one at PeY•i��it Site 2); adciitionally, dewatering details were added to tl�e packet. As a result of these inchisions, some of the jurisdictionai impacts have been adjusted to coj•respond with the revised design. Speci�cally, mechanized clearing inzpacts at Site 2 have decreased from 0.04 ac. to 0.01 ac. and temporaiy �ill it1 wetlands at that site have increased frotn 0.0 ac. to 0.05 ac. �Nothing Compares`=�. State of Nord� Carolina � Department of Transportation ( PDEA — Natural Environment Section 1020 Birch Ridge Drive, 27610 � t 59S Mail Service Center � Raleigh, NC 27699-1598 919-707-6000 (I') 919-212-5785 (F) Enclosed please find the requested PCN, as weil as the revised permit drawings. Also enclosed is an email from Keiway Howard (Stimmel Associates, PA) to Ms. Homewood, dated February 18, 2016, detailing the decision to use the bypass cllannel method rather than the full-time bypass pumping method for dewatering purposes. Additionally, the construction plans for Site 2 have been incllided, which coiltain construction notes and revegetation specifications related to the restoration of the new temporary wetland impacts at that site. A copy of this letter and its attachments will be posted on the NCDOT Website at https:Ueonnect.nedot.�ov/resources/Environmental/Pa�res/default.aspx, under Quick Links > Permit Applications. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Jim Mason at either jsmason@ncdot.gov or (919) 707-6136. Sincerely, r% �--- �(' Richard W. Hancock, P.E., Manager Project Development and Envii•onmental Analysis Unit cc: NCDOT Permit Application Standard Distribution List Sue Homewood, N.C. Division of Water Resources Wright Archer Sr., District Engineer, District 2 Stephanie Braquet, Environmental Specialist, Division 9 C�� 9 �� W � � �� c� � > � �IlluuumMuVllmil�Illuuuuumll�IIIVW ,� �� Office Use Only: Corps action I D no. DWQ project no. Form Version 1.4 January 2009 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No 1d. 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 1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit: because written approval is not required? Certification: ❑ Yes � No ❑ Yes � No 1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No below. 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No 2. Project Information 2a. Name of project: Village Point Drive project on new location from existing Village Point Drive to Towncenter Drive in the Village of Clemmons 2b. County: Forsyth 2c. Nearest municipality / town: Clemmons 2d. Subdivision name: not applicable 2e. NCDOT only, T.I.P. or state U-5551 project no: 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation - Division 9 3b. Deed Book and Page No. not applicable 3c. Responsible Party (for LLC if not applicable applicable): 3d. Street address: 375 Silas Creek Parkway 3e. City, state, zip: Winston-Salem, NC 28621 3f. Telephone no.: (919) 707-6136 3g. Fax no.: (919) 212-5785 3h. Email address: jsmason@ncdot.gov 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent � Other, specify: co-applicant 4b. Name: Village of Clemmons 4c. Business name (if applicable): 4d. Street address: 3715 Clemmons Rd 4e. City, state, zip: Clemmons, NC 27013 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. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): not applicable 1b. Site coordinates (in decimal degrees): Latitude: 36.0353 Longitude: - 80.3905 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 33 acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Johnson Creek proposed project: 2b. Water Quality Classification of nearest receiving water: WS-IV 2c. River basin: Yadkin-Pee Dee 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: A majority of the proposed project will be on new location; however, much of the new location area was previously cleared. Therefore, the site primarily consists of either patches of forested land or maintained/disturbed land. Land use within the vicinity includes Forested Land, Agriculture, Commercial, Industrial, and Residential. 3b. List the total estimated acreage of all existing wetlands on the property: 1.06 acres 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,061 linear feet 3d. Explain the purpose of the proposed project: The purpose and need of the project is to improve access to a 203-acre, comprehensively planned area in the Village of Clemmons for economic development. 3e. Describe the overall project in detail, including the type of equipment to be used: NCDOT and the Village of Clemmons propose to construct a two-lane road with a center turn lane on new location in the Village of Clemmons, Forsyth County. The road will extend the existing Village Point Drive and connect to Towncenter Drive. This road is part of the Village of Clemmons Small Area Plan, which can be found on their website (http://www.clemmons.org). One year after construction, maintenance of the road will be transferred to the Village of Clemmons. NCDOT and the Village of Clemmons request that the USACE and NCDWR include a special condition in the permits stating that the Village of Clemmons will be responsible for the 404 and 401 permits after maintenance responsibilities are transferred. Standard road building equipment, such as trucks, dozers, and cranes will be used. 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: USACE Action ID SAW-2011-00800, dated 9/23/15; NCDWR Determination, dated 5/26/15 4b. If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary � Final 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: NCDOT Name (if known): Principal Investigator: Jim Mason Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. 9/23/15; 5/26/15 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. A portion of Village Point Drive was previously permitted by Novant Health in 2011. The PCN for that permit was dated April 12, 2011. The USACE Action Id No. was 2011-00800 and the DWR No. was 2011-0359. The 2011 application had 2 crossings (referred to as Permit Sites 1 and 2). Crossing 1(Permit Site 1) was not constructed as part of the 2011 application, but it is now included as part of the current application process, also as Permit Site 1(along with a new Permit Site 2). However, the plans for Crossing 1(Permit Site 1) have changed since the 2011 application. Revised plans, including these revisions to Site 1, were recently provided to agencies on November 17, 2015 as part of an Individual Permit (IP) application for the subject project. Since the submission of the IP application, however, it was determined by the agencies that a NWP No. 14 would be more appropriate for this project. Additionally, revisions to the permit drawings and impacts have occurred since the IP application was submitted. A revised version of the IP application permit drawings accompanies this PCN, which will replace the Novemer 2015 IP application. 6. Future Project Plans 6a. Is this a phased project? 6b. If yes, explain. See description in 5b above. � Yes ❑ No C. Proposed Impacts Inventory 1. Impacts Summary 1 a. 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 number — Type of impact Type of wetland Forested Type of jurisdiction Area of impact Permanent (P) or (if known) (acres) Tem ora T Site 1 � P❑ T Fill Headwater Wetland � Yes � Corps <0.01 ❑ No ❑ DWQ Site 1 � P❑ T Excavation Headwater Wetland � YNo � pWQ 0.01 Mechanized � Yes � Corps Site 1 � P❑ T Clearing Headwater Wetland � No � pWQ 0.01 Site 2� P❑ T Fill Headwater Wetland � Yes � Corps 0.32 ❑ No ❑ DWQ Site 2❑ P� T Temp. Fill Headwater Wetland � Yes � Corps 0.05 ❑ No ❑ DWQ Mechanized � Yes � Corps Site 2� P❑ T Clearing Headwater Wetland � No � pWQ 0.01 2g. Total wetland impacts 0.35 ac Perm. 0.05 ac Temp. 2h. Comments: Site 1 impacts occur in Wetland WC; Site 2 impacts occur in Wetland WA. Wetland identifiers reference the jurisdictional determination identifiers. Rounded total is based on the sum of the actual impacts. Temporary impacts at Site 2 are associated with the proposed temporary bypass channel being employed to install the culvert at this site. Please see the attached construction plans for information regarding the restoration of these impacts. 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 intermitte (Corps - width Temporary (T) nt (INT)? 404, 10 (feet) DWQ — non-404, other) Site 1 � p� T Perm. Fill UT of Johnson Creek (SC) � PER � Corps 3 181 (Culvert) ❑ INT ❑ DWQ Site 1 ❑ P� T Temp. Impacts UT of Johnson Creek (SC) � PER � Corps 3 15 ❑ INT ❑ DWQ Perm. Fill UT of Johnson Creek ❑ PER � Corps Site 2� P❑ T (Culvert) (SA/SA Braid) � INT ❑ DWQ 2-5 210 Perm. Fill UT of Johnson Creek � PER � Corps Site 2� P❑ T (Culvert) (SA/SA Braid) ❑ INT ❑ DWQ 2-5 46 Site 2❑ P� T Temp. Impacts UT of Johnson Creek � PER � Corps 2_5 50 (SA/SA Braid) ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 437 Perm. 65 Temp. 3i. Comments: Stream identifiers reference the jurisdictional determination identifiers. Impacts to SA (not SA Braid) are reported as iYs the main channel in the braided system. 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 individuall list all o en water im acts below. 4a. 4b. 4c. 4d. 4e. Open water Name of impact number— waterbody Type of impact Waterbody Area of impact (acres) Permanent (P) or (if applicable) type Tem ora T 01 ❑P❑T 02 ❑P❑T 03 ❑P❑T 04 ❑P❑T 4f. Total open water impacts 0 Permanent 0 Temporary 4g. Comments: 5. Pond or Lake Construction If ond or lake construction ro osed, then com lete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Flo Flooded Filled Excavated ode Filled Excavated Flooded d P1 P2 5f. Total 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. 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 im acts below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form. 6a. ❑ Neuse ❑ 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) Tem ora T re uired? ❑ Yes Site❑P❑T ❑No ❑ Yes Site❑P❑T ❑No ❑ Yes Site❑P❑T ❑No ❑ Yes Site❑P❑T ❑No ❑ Yes Site❑P❑T ❑No 6h. Total buffer impacts 6i. Comments: D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Avoidance: • Village Point Drive generally runs northeast to southwest from Jessie Lane to Harper Road. There are four streams in the vicinity of Village Point Drive. One of the four streams generally flows northeast to the southwest paralleling Village Point Drive. Village Point Drive alignment was set just to the west of this parallel stream to avoid impacts. The remaining three streams generally flow northwest to southeast, perpendicular to the roadway alignment, and impacts could not be avoided. Minimization: • Headwalls are utilized on each culvert to minimize the length of the impact. • Plunge pools or minimum length energy dissipaters, as appropriate based on the velocities and flows, were used at each culvert. • The roadway embankments were steepened to a 2:1 ratio over the stream crossings to minimize the impacts. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. • NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters will be enforced. • NCDOT's BMPs for Construction and Maintenance Activities will be utilized. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for � Yes ❑ No impacts to Waters of the U.S. or Waters of the State? If no, ex lain: 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps ❑ Mitigation bank 2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: not applicable 3b. Credits Purchased (attach receipt and letter) Type 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: 314 lin. ft. @ 2:1 + 123 lin. ft. @ 1:1 = 751 linear feet 4c. If using stream mitigation, stream temperature: � warm ❑ cool ❑cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: 0.35 ac. at 2:1 = 0.70 acres 4f. Non-riparian wetland mitigation requested: 0 acres 4g. Coastal (tidal) wetland mitigation requested: 0 acres 4h. Comments: In the initial 2011 application by Novant Health, it was agreed that the 123 linear ft. of permanent stream impacts at that application's Permit Site 1(also known as Permit Site 1 in the current application) would be mitigated for at a 1:1 ratio. However, that permit site did not get constructed as part of the 2011 project. Now, per USACE, mitigation for impacts to the stream at this site will be required at a 2:1 ratio. Since permanent impacts at Permit Site 1 increased by 58 linear ft. (from 123 linear ft. in the 2011 application to 181 linear ft. in the current application), NCDOT proposes to mitigate for the original 123 linear ft. (that was permitted in the 2011 application, but never impacted) at the previously-determined 1:1 mitigation ratio and mitigate for the newly added 58 linear ft. of stream impacts at the new 2:1 ratio. The 0.02 acres of wetland impacts at Permit Site 1 will be mitigated for at a 2:1 ratio. Documentation of payment to American Wetlands for previously- permitted Site 1 from the 2011 application was submitted to both agencies with the November 2015 IP application. At Permit Site 2, 256 linear ft. of permanent stream impacts will be mitigated for at a 2:1 ratio. Also at Permit Site 2, 0.33 acres of wetland impacts will be mitigated for at a 2:1 ratio. Mitigation will be acquired from the Division of Mitigation Services (DMS) (the mitigation acceptance letter was also recently provided to both agencies with the November 2015 IP application). 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. 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 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: 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 � No within one of the NC Riparian Buffer Protection Rules? 1b. If yes, then is a diffuse flow plan included? If not, explain why. ❑ Yes ❑ No Comments: 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A 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: Please see previously-submitted permit application packet, dated November 17, 2015. ❑ Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program � DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this project? not applicable ❑ Phase II 3b. Which of the following locally-implemented stormwater management programs ❑ NSW apply (check all that apply): ❑ USMP ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Pro ram Review ❑ Coastal counties ❑ HQW 4a. Which of the following state-implemented stormwater management programs apply � ORW (check all that apply): ❑ Session Law 2006-246 ❑ Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ❑ Yes ❑ No N/A 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 10 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a. Does the project involve an expenditure of public (federal/state/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 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 letter.) � Yes ❑ No 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): 3. 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 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. The project may alter traffic capacity or travel patterns, reduce travel time, affect access to and exposure to properties in the area, and open areas for development or redevelopment. Due to the potential transportation impact-causing activities, this project may influence nearby land uses or stimulate growth. Therefore, a detailed indirect and cumulative effects screening is located in Appendix D of the previously-provided Combined Community Characteristics Report (provided with IP application). 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 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 � Yes ❑ No impacts? ❑ Raleigh 5c. If yes, indicate the USFWS Field Office you have contacted. � Ashevilie 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC Natural Heritage Program data, USFWS website. For the northern long-eared bat (Myotis septentrionalis; NLEB), NCDOT determined that this project "may affect, but is not likely to adversely affect" this species. Based on this conclusion, we have currently committed to a tree clearing moratorium from May 15 - August 15 of any calendar year to avoid disturbing potential Northern long-eared bats in their summer roosting habitat. We submitted a concurrence request to USFWS dated July 20, 2015 and they concurred in a letter dated August 25, 2015 (copies of those letters have already been provided to the agencies with the IP application). However, with the enacting of the 4D Rules, effective February 16, 2016, the enforecement of the moratorium is subject to change. 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? The project was reviewed by the NCDOT-Human Environment Section for Cultural Resources. It was determined that the project would have no effect on either Historic Architecture or Archaeology. Copies of the 'No Survey Required' form for Historic Architecture, dated June 26, 2015, and the 'No Effects' form for Archaeology, dated August 20, 2015, have previously been provided to agencies with the IP applicaiton. 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: Coordination with FEMA; There are no streams within the project limits that are within Federal Emergency Management Agency (FEMA)-designated flood zones. 8c. What source(s) did you use to make the floodplain determination? FEMA Maps (� � Richard W. Hancock P.E. / e ,,�.w-. �__ _ � — � — ZQ��j '� Applicant/Agent's Printed Name �� Date Applicant/Agent's Signature (Agent's signature is valid only if an authorization letter from the applicant is rovided. 12 Mason, James S From: Sent: To: Cc: Subject: Importance: Kelway Howard <KHoward@stimmelpa.com> Thursday, February 18, 2016 8:09 AM Homewood, Sue Moncus, Jeffrey W; Mason, James S; Archer Sr, Wright; Jay Guffey; Mike Gunnell (mgunnell@clemmons.org); Thomas, John T JR SAW RE: Village Point Drive Revised Stream/Wetland Impact Exhibits �'L Sue, belouv is a detailed response relating to the temporary by-pass channel specifically uvhy a by-pass channel uvas chosen over the alternate method of full time by-pass pumping. The roaduvay footprint and culvert uvill require approximately 6-8 feet of undercutting to remove the soft alluvial soils before the roaduvay fill can be placed. The duration of the undercutting and culvert installation along uvith the stream base flouv and the probability of reoccurring storm events is uvhy I chose a gravity by-pass channel as I think it uvill provide better performance over full time pumping. The by-pass pumping option uvould require 24/7 supervision to ensure the pumps remained operational. I uvill place the follouving notes on the construction plans 1. Clearing uvithin the temporary uvetland impact area shall be limited to cutting the uvoody vegetation at the ground surface. Do not remove the stumps. 2. Place a uvoven geotextile fabric over the existing ground. 3. CVlinimize driving mechanical equipment over the temporary uvetland impact area to the maximum extent practicable. 4. Place fill and riprap as shouvn on the plans. 5. Remove the temporary fill, riprap and geotextile fabric after culvert is installed and backfilled. 6. Revegetate the cleared area uvith the special uvetland seeding specification. (VUe uvill specify native grasses to stabilize the cleared area) Let me knouv if you have any questions or require further clarification. Thanks Kelway L. HOward III� P.E. ��m��m��°��` ��°m��m� ��:��°�� .. ��m��°�� 336.7231067 x1112 ,�� u��tt��l WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS an Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) #1 34+13.82 66 -INCH RCP <0.01 0.00 0.01 0.01 0.00 0.03 <0.01 181 15 0 #2 16+21.53 - 17+33.72 66-INCH RCP CULVERT 0.32 0.05 0.00 0.01 0.00 0.02 PER 0.01 PER 46 PER 50 PER 0 <0.011NT 2101NT TOTALS PERENNIAL 0.05 0.01 227 65 0 INTERMITTENT <0.01 0.00 210 0 0 TOTALS*: 0.32 0.05 0.01 0.02 0.00 0.05 0.01 437 65 0 *Rounded totals are sum of actual impacts NOTES: Revised 1/14/16 2013 10 24 � � « �� t,N."i�AN��.S�"R��"T Sul"f��Ci �"C��k; ��r�nlN `.�^�"I ��i �� Vill� � � (��iri�mp�'� _� ..._... � r .,,�.__. _�_� _ �"� � � � �1d16�ST!�I�mSh�k.�fVi, Cd��"�i�1 st� P�i'�� I�I �v�+�.�t�mnn�l�a�.�:��rrrw ��.�"��.1��a� .�� ..�a�. ��..,��.�.,��,,, rv.�Y.. _��..___ �«iq��SCP�IP� J16k��'l1M�°��"�`N��C� I:IV`�� I�C�+CwV�+1��iCl�l�,ir LlN4�WIC� 6�&�/4C�NVilp� ..'�",r�;`�C�: `�"��,��'�i'� �"�-��°� +�`i1�� c.�%W ("J� `� � �� ,r��r ��° � � � . 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FILTER FABRIC � 4 TO 6 � INCH RIPRAP SE�TI�N A—�► 6 IN. � � �� ,,, � �, . � � � �,. � �,, . � , �„ � SCALE: NTS 4 3 FT MIN. � ' 601 N. Trade Street ISuite 200 Winston Salem, NC Landscape Architecture 2�101-2916 Civil Engineering p; 336.723.1067 Stimmel Associates, PA Land Planning F:336.723.1069 YI #201 TOTALSTREAM IMPACT=305.40 LF PERMANENT IMPACTS TO SURFACE WATER (INTERMITTENT) 209.6 LF 1.035.99 SF -> 0.02 AC PERMANENT IMPACTS TO SURFACE WATER (PERENNIAL) 46.3 LF 194.85 SF -> 0.004 AC TEMPORARY IMPACTS TO SURFACE WATER (PERENNIAL) 49.5 LF 232.53 SF -> 0.005 AC \ � \�� + BEGIN STREAM IMPACT \D,Q� WIDTH VARIES (2' - 5') `� \~\ � REVISED 1-14-16 dat�: 11-17-15 jOb #: 15-077 pt'oject: Permit Site #2 - Villaqe Pointe Drive Phase IV scale: 1"=50' (PLAN) sheet 3 of 3 description: Roadway Culvert Impacts � z m LIMITS OF STREAM DISTURBANCE N 835241.400 E 1589292.076 CONTRACTOR TO HAVE SURVE`fOR STAKE IN � C/L STREAM THE FIELD INTERMITTENT PERENNIAL � \ ' STREAMT STREAM I ��o w � � PROPOSED 66" RCP PIPE \ ` I WETLAND IMPACTS SEE DESCRIPTION BELOW � WETLAND: PERMANENT FILL 13,922.50 SF -> 0.32 AC ;HANIZED CLEARING �a � �°� �t 60 SF -> 0.01 AC � �a � '� EXISTING WETLANDS � / END � L IMPACT �� WIDTH = 5' � � \ C/L STREAM '� \. SCALE: 1 " = 50' 50 0 50 i NCDOT STORMWATER SWALE DftAINAGE AREA 3.10 AC LENGTH 380 LF BOTTOM WIDTH 6' CHANNEL DEPTH 1.5' CHANNEL S�OPE 0.3� a`-�°°°°°°°•gy�°*°°�� ( SIDE SLOPES 3:1 NORTH AMERICAN GREEN SC250 STAPLE E PERM LINER TALL FESCUE � --- � = `,� —� �— STA 25+44+.18 ,\I � ' J EV 789.00 —� --- — 0/S —1 12.34 � e --'-------� � — — — N 834,696.20 ""- � � �-- — —E 1,589,133.476 \\ \� � �-'�.--' — „� ---- � - ELEV 787.80� �, ,� — — — — -_� o �\ - \ � \ � � � --� \ _ � -� \ �� __ I ,_ '�' — ...``� '-�-•.'""""' �- :. �,�,��. �'�� '� „ ....,,, , - -�.. ..� �� =�►►-"�IIE ""'�i.. � .� � _ � � _____ _ _ A �`� - - �'--.�----n_ /M��-- � ., ------■■.� , �� ' •1 1 •1 „ , %, , ■'■"°■'% %r,z � li ii. i. , ./ i�� i�% %%iiiaarii�i �/i ;j;�,� !i,;.� ,,,,,,, i„l%iii�� %ii��„�/i ,�i,,�� 0 � � �� s� \ �� \ � � � —' ��:''�� w�'�,��. e 'a _ � �� .� � o - -i 2. i , _ ""� : ---�-�.,�= S L � ^ _ �m � 027912 ; = � '�� '':F��I ��e � �: � �. � !t!� i NE� �,�` ., '��L � ��`��,,, 601 N. Trade Street s��' � � � Suite 200 � �y Winston Salem, NC Landscape Architecture 2�101-2916 Civil Engineering p: 336723.1067 Stimmel Associates, PA Land Planning F: 336.723.1069 ' � RIP RAP DISSIPATOR CLASS "B" STONE LENGTH = 24'(f) WIDTH = 94'(f) DEPTH = 22-INCHES WITH NCDOT TYPE II UNDERLINER TEMPORARY BY-PASS CHANNEL WIDTH: 5Ff SIDE SLOPE: 2:1 CHANNEL SLOPE: 1.0%' MIN. DEPTH: 3 Ff BY– PASS CHANNEL � NORTH AMERICAN GREEN S75 �� STAPLE D --� \ PERM. LINER: TALL FESCUE — APPROXIAMTELY 220 LF ��\ \ ` ��i �u,�� ` � ` t'! _ �R4%�,:'-. . , - : • � EAL r ° � = 027912 e e "��'°:F�� . �\: '.� � •°�!'G I NE.• Q'��' ,��L � �� ''�. date: 1-14-16 job #: 15-077 p1'OjeCt: Permit Site #2 - Villaqe Pointe Drive Phase IV scale: 1"=40' sheet 1 of 1 description: DEWATERING IMPACTS (PHASE IV) I /' , ROC� DAM � I TOP = 784.00 OTTOM = 780.00t W�IR LENGi H = 35i / � I J' I I �I I \� LIMITS OF STREAM DISTURBANCE N: 835241.400 E: 1589292.076 I I � � 0 I I I I 1 � PUMPT TONSEDIMENT/ . 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