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HomeMy WebLinkAbout20150494 Ver 1_401 Application_20150515May 15, 2015 Karen Higgins NCDWR — 401 & Buffer Permitting Unit 512 N. Salisbury Street Raleigh, NC 27604 Irerracon Re: Request for 401 Water Quality Certification with minor impacts Beam Solar LLC 2 0 1 5 0 4 9 4 3116 Henry Wilson Road Oxford, Granville County, North Carolina Terracon Project EN157002 1 �J •1 il Dear Ms. Higgins: On behalf of our client Terracon Consultants, Inc. is submitting four copies of the PCN Application and supporting documentation for 401 Water Quality Certification review. The location in review is approximately 65.5 acre site located at 3116 Henry Wilson Road in Oxford, Granville County, North Carolina. Please find the following attached information for the 401 Water Quality Certification review: 401 & Buffer Permitting PCN Submittal Checklist General Permit Section 404 and Preliminary Jurisdictional Determination (SAW -2015- 00428) Pre - Construction Notification (PCN) Form Nationwide Permit Request Supporting Documentation DWR Stream Determination Form If you have any questions regarding the attached information, please contact me at 843 - 884 -1234, 843 - 568 -8749 or ted.melchers(a)terracon.com. Respectfully submitted, Terracon Consultants Inc., Ted Melchers Environmental Scientist Andy Ruocco Environmental Manager rg °f- t„ 6' "'3 rfti MAY 18 2015 Terracon Consultants, Inc 1450 Fifth Street West North Charleston, SC 294 P [843] 884 1234 F [843] 884 9234 terracon corn Version 1.4 January 9, 2009 401 & Buffer Permitting PCN Submittal Checklist ® The application fee (Checks may be made out to "N.C. Division of Water Resources" - $240.00 for 401 Water Quality Certification with minor impacts - $570.00 for 401 Water Quality Certification with major impacts - Express Review Fee (Amount requested on Acceptance Letter) ® Four (4) complete and collated copies of the PCN Application and supporting documentation (instead of providing 4 copies of the full size plans you may provide two copies of full size plans along with two copies of 11 X 17 plans) ❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E) 1) Please provide three (3) copies of the stormwater management plans along with all supporting information pertaining to this project including the following: a. Entire site development/layout plans delineating all drainage areas; b. Design calculation sheets for all proposed BMP(s) sized for both on -site and off -site drainage; c. BMP supplements for each proposed BMP and Required Items Check List (http: / /portal.ncdenr.org /web /Ir /bmp- manual) along with all required items; d. A Notarized Operation & Maintenance Agreement for each stormwater management facility; e. Detailed construction drawing sheets shall include (i) Erosion and sediment control plans; (ii) Installation and planting schedules for the proposed BMPs; (iii) Appropriately scaled plan views and cross sectional details of all BMPs and associated components — inlet and outlet structures, forebay, respective zones and pertinent elevations. ❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the following along with site plans and PCN form: 1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to http: / /portal.ncdenr.org /web /Ir /bmi)- manual). ® DWR Stream Determination Forms for streams on property and DWR determination letter for wetlands or streams (if applicable). The following is the most critical of all the information that you must provide. The quality and detail of the information will often determine the expeditiousness of the review. The following is a checklist of the types of pertinent information required at a minimum: Maps and Plans: ® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or delineate the site boundaries on the topographic map. ® The most recent version of the bound and published County NRCS Soil Survey Map - (required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman Lake Watershed and the Catawba River Basin, also recommended for all projects) - Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures any of the features, it is recommended that a clean copy be provided. Copies of the Version 1.4 January 9, 2009 current soil survey and /or soil survey map sheets can be obtained from the local NRCS County Office (http: / /www.nc.nres.usda.gov /). GIS soil layers are not acceptable. ® Vicinity map - Please clearly mark the location and approximate boundaries of the property and project on the map. Please indicate north arrow and scale. Please include applicable road names or State Road numbers. ® The Site Plan - The most critical map to be provided is the site plan. You must provide full sized plans. The following is the minimum list of plans that are typically needed. ® Pre - construction /Pre- existing conditions - This sheet (or sheets) must include: • All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Topographic contours with elevations • Any existing structures and impervious areas • Existing utility lines and easements • Existing roads, culverts, and other pertinent features • North arrow and the scale (1 ":50' scale is recommended). ® Proposed conditions - This sheet (or sheets) must include: • All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated buffers (delineated into Zones 1 and 2) • Lot layout (if a subdivision or commercial development is proposed) - lots must be developable without further impacts to jurisdictional and non jurisdictional wetlands, streams, water features, and State regulated buffers. Building envelopes must be provided when streams, wetlands, riparian buffers, or water features exist on a lot • All built -out structures and impervious cover • Final grading contours with elevations • All utilities and easements (including septic fields on all lots within 100 feet of stream, wetland, or water features - if applicable) • Impacted areas — these should correspond with the Impact numbers listed on your PCN form. ❑ Drainage Plans - Final drainage plans must include the following: • Locations and pertinent elevations and sizes of the stormwater collection system and drainage ways • All inlets and outlets must also be shown with pertinent elevations (All outlets to wetlands must be at a non - erosive velocity, generally less than 2 ft/sec durinq the peak flow from the 10 -yr storm) • Scaled stormwater BMPs must also be indicated as required by DWR rules and policies • In certain cases (see Section E of PCN form), final stormwater management plans must also be provided (see Stormwater Management Plan Checklist) ® Proposed Impacts - All impacts to jurisdictional and non - jurisdictional wetland, stream, water features, and State regulated buffers must be shown and labeled on the site plans at a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts that will be conducted in or near jurisdictional and non - jurisdictional wetland, stream, water features, and State regulated buffers must be indicated. Please provide cross sectional details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48 inches, and 1 -foot for culverts > 48 inches). Version 1.4 January 9, 2009 Wetland Impacts: ❑ Precise grading and final elevation contours must be provided. Existing vegetation and any clearing must be specified. ❑ All subsurface utility lines must indicate the location of anti -seep collars. Construction detail for anti -seep collars must be provided. ❑ Roadway or other crossings of riparian wetlands may require floodway culverts to maintain existing hydrological conditions. ❑ Plans should show that the hydrology of remaining wetlands on the site will be maintained. Stream Impacts: ® Stream impacts must be clearly shown on the plans. The centerline as well as the banks of the stream must be surveyed or located by GPS for the portion of the stream to be impacted. ® The inlet and the outlet of all culverts should be aligned with the stream as much as possible. Inlet and outlet elevations and streambed elevations should be indicated. Any inlet or outlet protection must be shown and enumerated on the impact map(s). ❑ For bottomless culverts or other spans, a vertical cross section should be provided that shows the minimum distance from each span to each stream bank, the stream cross section, the height of the span above the stream and the minimum distance from the edge of each footer to each stream bank. Additionally, please provide a signed and sealed geotechnical report of subsurface soils at the proposed bottomless culvert location. The report must comply with the Division of Highways — Guidelines for Drainage Studies and Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer - 1999. ❑ Multiple culverts or sectioned box culverts typically require the use of sills, off- setting or other means to match the cross section of the existing stream (in order to maintain stream stability and provide aquatic life passage). A vertical cross section of the culverts should be shown overlain with the up and downstream stream cross section including the stream flood -prone area. ® Impacts associated with dam construction must indicate and enumerate all fill associated with the dam footprint, spillway and any bank stream bank stabilization. The length of stream impounded must also be indicated and enumerated. U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW- 2015 -00428 County: Granville U.S.G.S. Quad: NC- STOVALL GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: BRE NC Solar I, LLC David Bunge Address: 3250 Ocean Park Blvd., Suite 355 Property Owner: Dogwood Creek Land Holdings, LLC Santa Monica, CA 90405 3250 Ocean Park Blvd., Suite 355 Telephone Number: (310) 581.6299 Santa Monica, CA 90405 Size (acres) 65.5 Nearest Town Oxford Nearest Waterway Little Grassy Creek River Basin Middle Roanoke. North Carolina, Vir inia USGS HUC 03010102 Coordinates Latitude: 36.39088 Longitude: - 78.607268 Location description: 3116 Henry Wilson Road, on the south side of Henry Wilson Road west of intersection of US Highway 15, northwest of Oxford, NC. Description of projects area and activity: Construction of a solar farm facility and gravel roads impacting 74 linear feet of stream for a road crossing. Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 14 Linear Transportation Projects SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and your submitted application and attached information dated 02/27/2015. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and /or appropriate legal action. This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization. Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should contact the NC Division of Water Quality (telephone 919 - 807 -6300) to determine Section 401 requirements. This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or local approvals /permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program, please contact Eric Alsmever at 919 -554- 4884 x23 or Eric C Alsmever(Dusace arm- mil. Digitally signed by ALSMEYER.ERIC.C.1087624486 r - ou c =US, o=US. Government 1087624 86 l� ou =USA, cn= ALSMEYER.ERICC.1087624486 Corps Regulatory Official: Date. 2015.03.31095091. 040 _ Date: 03/31/2015 Expiration Date of Verification: 03/18/2017 SAW - 2015 -00428 Determination of Jurisdiction: A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference jurisdictional determination issued . Action ID: SAW- Basis For Determination: The property contains stream channels ofLittle Grassy Creek and unnamed tributaries, with indicators of ordinary high water marks. Little Grassy Creek is a tributary of John H. Kerr Reservoir, a Section 10 Navigable Water. Remarks: This JD was confirmed by field inspection on 1211812014. The attached drawing, "Beam Renewable Energy, LLC, 3116 Henry Wilson Road, Granville County" ' dated 22 Dec 2014, generally depicts the approximate boundaries and locations of potential jurisdictional waters of the US on the property. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. * *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. ** Digitally signed by AISMEYER.ERIC.C.1087624486 C Du: c =US, o =U.S. Government, o 87 ou =PKI, ou =USA, cn= ALSMEYER.ERIC.C.1087624624 486 Corps Regulatory Official: Date: 2015.03.3109:50:19 - 04'00' Eric Alsmeyer Date of JD: 03/31/2015 Expiration Date of JD: N/A The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our customer Satisfaction Survey online at http: / /repulatory.usacesurve com/. Copy furnished: Agent: Terracon Consultants Inc. Ted Melchers Address: 1450 Fifth Street West North Charleston, SC, 29405 Telephone Number: 843.884.1234 Action ID Number: SAW - 2015 -00428 County: Granville Permittee: BRE NC Solar L LLC David Bunge Project Name: 3116 Henry Wilson Road Date Verification Issued: 03/31/2015 Project Manager: Eric Alsmever Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this certification and return it to the following address: US ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Attn: Eric Alsmeyer US Army Corps of Engineers, Wilmington District Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or initiating other appropriate legal action. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and condition of the said permit, and required mitigation was completed in accordance with the permit conditions. Signature of Permittee Date sa ° :a NOTIFICATIONaOF.ADMINISTRATIVE APPEAI;, °OPTIONS AND'PROCESS'AND ° eREQUEST FOR:APPE °AL e ° °° • _ Applicant: BRE NC Solar I LLC; David Bun a File Number: SAW- 2015 -00428 Date: 03/31/2015 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter of permission) A ❑ PROFFERED PERMIT Standard Permit or Letter of permission) B ❑ PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D ZI PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION ° °I °:e The followirig;identifies your rights and °options °regardin .an administrative °appeal °of the °above decision: Ad°dihorial;information:maybe found at or'11 usace: army: rc, A/ Missibns/ CivilWorks% RegnilatorvProgramandPermits °aspx or the Co° s re° lations.at33:CFR Part 331. , A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division en 'neer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section I1 of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. ION FOR; N T°SECTI NAPROFFERED PER-MIT' ° REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. POINT OF CONTACT',FOR _ UESTIONS`OR "INFORMATION: If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Attn: Mr. Jason Steele, Administrative Appeal Review Officer Eric Alsmeyer CESAD -PDO US Army Corps of Engineers, Wilmington District U.S. Army Corps of Engineers, South Atlantic Division Raleigh Regulatory Field Office 60 Forsyth Street, Room l OM 15 3331 Heritage Trade Drive, Suite 105 Atlanta, Georgia 30303 -8801 Wake Forest, NC 27587 Phone: (404) 562 -5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportuni to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn: Eric Alsmeyer, 69 Darlington Avenue, Wilmington, North Carolina 28403 Pat McCrory Governor Date Received NCDENR North Carolina Department of Environment and Natural Resources Division of Water Resources Thomas A. Reeder John E. Skvarla, III Director Secretary ° DV1IQ ,Use Onl'ye°P °roject °# Stream Origin /Buffer Applicability Determination Required Information 1. Owner Information (corporation /individual who is legally responsible for the property and its compliance) 1a. Name(s) on Recorded Deed Beam Renewable Energy LLC 1 b. Responsible Party (for LLC) 1450 Fifth Street West 1c. Mailing Address 3631 N Harrison St, Arlington, VA 1d. Telephone Number itmelchers@terracon.com 1e. Email Address 5a. Name of project 2. Location of Project Site - please include the county, nearest named town and highway number: 3116 Henry Wilson Road, Oxford, NC 3. Has anyone from DWQ visited the site? I Y / N I Staff Name Little Grassy Creek Date of Visit? Roanoke River Basin Additional Requested Information 4. Agent/Consultant Information (if applicable) 4a. Name, Company Ted Melchers / Terracon Consultants, Inc. 4b. Mailing address 1450 Fifth Street West 4c. Telephone no. 843 - 884 -1234 4d. Email address itmelchers@terracon.com 5. Project and Site Information 5a. Name of project Beam Solar 5b. County Granville 5c. Nearest Named Stream Little Grassy Creek 5d. River Basin Roanoke River Basin 5e. Provide a brief description of this project (attach site plan if available): Solar Farm Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and /or NRCS Soil Survey. If you are unable to locate either of these maps, please contact the Regional Office for assistance. DWQ Use Only: °Is' this, stream °call'for the,pu�pose=of:° ° e buffer mitigation nutrie4offset °credit Please return form to: James Graham 1628 Mail Service Center Raleigh, NC 27699 -1628 Fax: (919) 571 -4256 Email: james.graham _ncdenr.pov Note: Submittals on Friday after 12:00 pm will be stamped as received on the next business day. Please contact the Raleigh Regional Office at (919) 791 -4200 if you have any questions. For DWR Staff Email following documents to applicant: Riparian Buffer Authorization & Help Document = PCN & PCN Checklist Session Law 2012 -200 = Minor /Major Variance Feature A] Jurisdictional RPW1Tributan iubject to,CW (404) Permitin Feature" Jurisdlctional I RP r ,W1Tributa Subject OCK x(4041 Permitin, Jurisdlctional RP,Wvrlbutar) Subject to cm Legend Approximate_Site_Boundary — — Jurisdictional_RPW_Tributary • • . ° • •. Stormwater_Conveyance 71 7risdictional Nater1Conveyan Subject to CWA rr,-endof, D; 12 78.607: Feature E Non Jurisdictional Stormwater� onveyance INot'Subject to CWA Feature C' Jurisdictional RPWi Tributary, Subject to�CWA NP'.1.0 No. EN157002 PM. JAR I rerracon Drawn By: 0 375 750 1,500 Feet JTM Data: 1450 Fifth Street West N.Ch.d..ton. SC 29405 02112/15 Phone 043884 1234 Fez. 843 884 9234 The Approximate features depicted on this drawing were identified and located by USACE in the field on 12118114. The lines are approximate only. Approximate Depiction of USACE Field Visit Findings IXII MIT NO Beam Solar A Granville County North Carolina el -�� , ` 1 � ./ \\ ;/ '.A:-° _. !•� � iii � 1 + _ -� . ,�� �, �s $ \ . ✓ / -- - �- ►ens Jr- • SITE • �>K ,; � f �73� - �/ `� ,�' t ! `� ' `. • f % -, 331 J ti - • _ ,'i Legend 9 fj - :�a , rr� d �i ,., �. / �' "E, f../.,,/ J � ,, ' • `�-' - j Aa Approximate Site Boundary t��` ��` , ' "� / �; • � ,,,� •./ �iJ s Geographic Soci& -%i, - - ��. CopE nigh �© 2013 Natio4al ,ube" nJ p'ei•"Ne. EN157002 Irerracon Current Stovall, NC -USGS Topographic Map EXHIBIT No PM: JAR Beam Solar 2 Drawn By: 0 0.125 0.25 0.5 Miles J7M Granville County North Carolina DRe' 02111/15 1450 FNth Sneet West N.Cherbston. SC 29405 phone: 843.884.1234 Fax: 843.884.9234 of WArf9 0 C. o .� Office Use Only: Corps action ID 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 1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑X 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 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 1f. Is payment Into a mitigation bank or in4leu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in4leu fee program. ❑ Yes ® No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h 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: Beam Solar LLC 2b. County: Granville 2c. Nearest municipality / town: Oxford 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: NIA 3. Owner Information 3a. Name(s) on Recorded Deed: Dogwood Creek Land Holdings, LLC 3b. Deed Book and Page No. Deed Reference = 1491 /501 Parcel N0. = 14893 3c. Responsible Party (for LLC if applicable): 3d. Street address: 3250 Ocean Park Blvd., Suite 355 3e. City, state, zip: Santa Monica, CA 90405 3f. Telephone no.: 3g. Fax no.: 3h. Email address: ,, Page 1 of 10 I. PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent Q Other, specify: Developer 4b. Name: 4c. Business name (ff applicable): BRE NC Solar I, LLC 4d. Street address: 3250 Ocean Park Blvd., Suite 355 4e. City, state, zip: Santa Monica, CA 90405 4f. Telephone no.: 4g. Fax no.: 4h. Email address: 5. Agent/Consultant Information (if applicable) 5a. Name: Ted Melchers 5b. Business name (if applicable): Terracon Consultants, Inc. 5c. Street address: 1450 Fifth Street West 5d. City, state, zip: North Charleston, South Carolina, 29405 5e. Telephone no.: 843- 8841234 5f. Fax no.: 843 -884 -9234 5g. Email address: jtmelchers @terracon.com Page 2of10 S. Project Information and Prior Project History Y 1. Property Identification la. Property identification no. (tax PIN or parcel ID): 1191604514820 1b. Slte coordinates (in decimal degrees): Latitude: 36.392929° Longitude: - 78.6081390 1c. Property size: 65.5 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: On site unnamed tributary to the Little Grassy Creek 2b. Water Quality Classification of nearest receiving water: Class B 2c. River basin: Roanoke River Basin 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 site is currently vacant wooded and overgrown clear cut land. In the vidnity of the project Is predominately residential, vacant wooded, and agricultural land. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: —1,820 ft 3d. Explain the purpose of the proposed project: See attached supporting documentation 3e. Describe the overall project in detail, including the type of equipment to be used: See attached supporting documentation 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project inciudin all prior phases) in the past? ® Yes ❑ No ❑ Unknown Comments: JD is pending 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): Mr. EdcAlsmeyer Agency /Consultant Company: Other: USACE Ralelgh Regulatory Field 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Mr. Eric Alsmeyer of USACE conducted a field visit on December 18, 2014. The JD is pending. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b. If yes, explain in detail according to °help file' instructions. 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑X 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 - Choose one Choose one Yes/No W2 - Choose one Choose one Yes/No - W3 - Choose one Choose one Yes/No - W4 - Choose one Choose one Ye&No W5 - Choose one Choose one YeslNo we - Choose one Choose one Yes(No 2g. Total Wetland Impacts: 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. 38. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name _ _ __— _ Feature A RPW Trib. 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurtsdlction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Culvert PER Corps 8 62 S2 T Dam construction Feature A RPW Trib. PER Corps 8 12 S3 - Choose one S4 - Choose one S5 - Choose one S6 - Choose one 3h. Total stream and tributary impacts 72 31. Comments: 0.013 Acres Page 4 of 10 PCN Form — Version 1.4 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 Indiv dually list all open water impacts below. 4a. Open water Impact number Permanent (P) or Temporary T 4b. Name of waterbody (If applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 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. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (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: 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 indlvldually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet ) 6g. Zone 2 impact (square feet 131 - Yes/No B2 - Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. 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. See attached supporting documentation 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The stream Impacts will be minimized by the construction of a culvert under the road. The inlet and the outlet of the culvert will be aligned with the stream as much as possible and appropriate grading and sloping techniques and erosion prevention and sediment control measures capable of preventing erosion, migration of sediments, and bank failure will be practiced. 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 Mitloation 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 ln4lou 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 Q 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 Be. 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 Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan Included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Man ement Plan 2a. What Is the overall percent imperviousness of this project? <10 % 2b. Does this project require a Stormwater Management Plan? ❑ Yes © No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The current and future development of the site has a twist upon area of less than 24% Impervious surface. Al stormwater runoff from built upon areas will be transported primarily via vegetated conveyances In accordance with the NC DWQ Stormwater Best Management Practices Manual. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which local ovemment's jurisdiction is this project? Granville County ❑ Phase 11 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 Fro ram Review OCoastal counties ❑HOW 4a. Which of the following state - implemented stormwater management programs apply ORW (check all that apply): HSesslon Law 2006 -246 []Other: 4b. Has the approved Stormwater Management Plan with proof of approval been El Yes ❑ No attached? S. DWQ 401 Unit Stormwater 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 Page 8 of 10 : PCN Form — Version 1.4 January 21309 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la. Does the project involve an expenditure of public (federal /state/local) funds or the ❑ Yes Q 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 .05(0), 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 after4he -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 ® 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. Page 9 of 10 PCN Form — Version 1.4 January 2009 6. Endangered Species and Designated Critical Habitat (Corps Requirement) Sa. Will this project occur In or near an area with federally protected spades or habitat? ❑ Yes [K] No bb. Have you checked with the USFWS concerning Endangered Species Act Impacts? ® Yes ❑ No 6c. If yes, indicate the USFWS Field Office you have contacted. Raleigh 6d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFM Threatened and Endangered Species list for Granville County, USFWS Habitat Mapper, USFWS IPeC - IMonnation, Planning, and Conservation System, and NCOENR Natural Hofte Program Data Search for Granville County. 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? NOAH Essential Fish Habitat Mapper 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 cuihval preservation National Yes 19 No status (e.g., 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? North Carolina State Historic Preservation OMioe HPOWEB GIS Service (General Audience). (Archeology resources were not reviewed.) 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100 -year floodpialn? ❑ Yes ® No Ob. If yes, eplaln how project meets FEMA requirements: 8c. What source(s) did you use to make the floodplain determination? FEMA'S Flood Map Service Center and Granville County 015 / .313al/5 A01cont/Agerift Printed Name . Ap Icant/Agent's Signature Date (Agenft signature is valid only If an authortzadon letter from the applicant is ed. Page 10 of 10 Nationwide Permit Request Supporting Documentation Beam Solar LLC Granville County, North Carolina February 24, 2015 Terracon Project No. EN 157002 Prepared for: U.S. Army Corps of Engineers C/o Cypress Creek Renewables LLC and BRE NC Solar I, LLC Applicant: BRE NC Solar I, LLC 3250 Ocean Park Blvd., Suite 355 Santa Monica, California Prepared by: Terracon Consultants, Inc. North Charleston, South Carolina February 24, 2015 U.S. Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 C/o Cypress Creek Renewables LLC and BRE NC Solar I, LLC Re: NWP Request Supporting Documentation Beam Solar LLC 3116 Henry Wilson Road Oxford, Granville County, North Carolina Terracon Project No. EN 157002 To Whom it may concern: Irerracon Enclosed, please find the stream impact alternatives analysis for the above referenced project. Please contact Ted Melchers or Andy Ruocco at 843.884.1234 with any questions regarding this material, or if you require any additional information. Thank you for your consideration and assistance with this important project. Respectfully submitted, Terracon Consultants Inc., //Zz/" J. Ted Melchers Environmental Scientist J. Andy Ruocco Environmental Manager Terracon Consultants, Inc. 1450 Fifth Street West North Charleston, South Carolina 29405 P [843] 884 1234 F [843] 884 9234 terracon.com r Table of Contents 1.0 Project and Stream Impact Summary .............................................. ............................... 1 2.0 PROJECT LOCATION .................................................................... ............................... 1 3.0 Overall PROJECT DESCRIPTION .................................................. ............................... 2 4.0 PROJECT PURPOSE ..................................................................... ............................... 2 5.0 EXISTING CONDITIONS ................................................................ ............................... 2 5.1 Streams and other Water of the US ..................................... ............................... 2 5.2 Uplands ............................................................................... ............................... 2 5.3 Local Hydrology ................................................................... ............................... 3 6.0 SITE SELECTION ........................................................................... ............................... 3 7.0 ALTERNATIVES ............................................................................. ............................... 3 7.1 Alternative A: No -build ......................................................... ............................... 3 7.2 Alternative B: Alternative Alignment ..................................... ............................... 3 7.3 Alternative C: Construct Using Proposed Plan Alignment .... ............................... 3 8.0 CUMULATIVE Stream IMPACTS .................................................... ............................... 4 9.0 MITIGATION ................................................................................... ............................... 4 10.0 WATER QUALITY ........................................................................... ............................... 4 11.0 STORMWATER .............................................................................. ............................... 4 12.0 CULTURAL RESOURCES .............................................................. ............................... 5 13.0 PROTECTED SPECIES .................................................................. ............................... 5 APPENDIX I PERMIT DRAWINGS APPENDIX II SITE FIGURES AND DOCUMENTS Exhibit 1 Site Location Map Exhibit 2 Topographic Map Exhibit 3 1998 Infrared Aerial Imagery Exhibit 4 National Wetland Inventory over 1998 Infrared Aerial Imagery Exhibit 5 Soil Map over 1998 Infrared Aerial Imagery Exhibit 6 Adjacent Property Owners Exhibit 7 Pre - existing Conditions Exhibit 8 Proposed Conditions COORDINATION WITH USACE and NCDENR Responsive o Resourceful o Reliable NWP Supporting Documentation Beam Solar LLC ® Granville County, North Carolina February 24, 2015 ■ Terracon Project No. EN157002 1.0 PROJECT AND STREAM IMPACT SUMMARY Irerracon PROJECT SUMMARY-,"e e Project: Beam Solar LLC Terracon Job No: EN157002 Name/ Applicant: BRE NC Solar I, LLC Agent: Ted Melchers/ Terracon Consultants, Inc. Location: Granville County, North Carolina, 36.392929 °N - 78.608139 °W River Basin: Roanoke River Basin Nearest Water Body: Little Grassy Creek ,`STREAM` IMPACTS:SUMMARY Type Application Nationwide Permit 14 Total Jurisdictional Stream Impacts 0.013 acres (Linear Ft) Total Property Acres 65.5 acres Total Jurisdictional Streams Multiple RPWs totaling approximately -- 1,820 Linear Feet Mitigation No mitigation is proposed due to total impacts less than 0.1 acres Dominant Adjacent Land Use Residential Impact Type Appropriately sized culvert for Stream Crossing Critical Habitat No ESA Determination Not likely to adversely affect Stream System Jurisdictional RPW Tributary Existing Permits & Determinations Mr. Eric Alsmeyer of USACE conducted a field visit on December 18, 2014. The JD is pending. 2.0 PROJECT LOCATION The project is located on the south side of Henry Wilson Road approximately 0.75 miles west of the intersection of US Highway 15 in Oxford, Granville County, North Carolina. The proposed project consists of a solar farm and associated gravel roads for access to the farm. The project site is located on the Stovall, North Carolina, United States Geological Survey (USGS) Topographic Map. The approximate center of the project is 36.392929 0N, - 78.608139 °W. See the Site Location Map in Appendix II Exhibit 1. Responsive o Resourceful o Reliable 4 1 NWP Supporting Documentation Beam Solar LLC ■ Granville County, North Carolina February 24, 2015 ■ Terracon Project No. EN 157002 3.0 OVERALL PROJECT DESCRIPTION Irerracon The project will consist of the construction of a solar farm and associated gravel roads for access to the farm. The individual lists of impacts proposed for the project are summarized in the table below. Individual List of Stream Impacts a ° 4.0 PROJECT PURPOSE The purpose of the project is to construct a solar farm facility to provide renewable electricity to Graniteville County, North Carolina. 5.0 EXISTING CONDITIONS The project site currently contains vacant land, unpaved roads, and a utility right -of -way (ROW). 5.1 Streams and other Water of the US The stream features on the site identified as Feature A, C, and D were identified as relatively permanent water (RPW) tributaries by Mr. Eric Alsmeyer of USACE on December 18, 2014. USACE did not identify wetlands on the site. The southwestern corner of the site near the upper end of Feature C was not investigated for suspect wetlands since it was indicated that impacts would be well up on the ridge above the upper end of Feature C. Features B and E were identified as stormwater conveyances. See the Pre - existing Conditions Map in Appendix II Exhibit 7. 5.2 Uplands The uplands located within the proposed project area primarily consisted of vacant wooded and overgrown clear cut land. Responsive o Resourceful o Reliable 2 -Distance-to `° Purpose of °Impact (road --.. 'Impact No:. °Stream,Type , Receiving °°,, ° ° crossing, impoundment °` ° impoundment,,:*. _Impact Size -° Water body"° e ° °flooding,.etc)o °,° e° (acres) S1_1 Jurisdictional RPW 1,500 ft Permanent — Culvert — Stream 0.011 Tributary Crossing for Road S1-2 Jurisdictional RPW 1,500 ft Temporary — Coffer Dam — 0.002 Tributary Stream Crossing for Road Total Stream Impacts (acres) 0.013 4.0 PROJECT PURPOSE The purpose of the project is to construct a solar farm facility to provide renewable electricity to Graniteville County, North Carolina. 5.0 EXISTING CONDITIONS The project site currently contains vacant land, unpaved roads, and a utility right -of -way (ROW). 5.1 Streams and other Water of the US The stream features on the site identified as Feature A, C, and D were identified as relatively permanent water (RPW) tributaries by Mr. Eric Alsmeyer of USACE on December 18, 2014. USACE did not identify wetlands on the site. The southwestern corner of the site near the upper end of Feature C was not investigated for suspect wetlands since it was indicated that impacts would be well up on the ridge above the upper end of Feature C. Features B and E were identified as stormwater conveyances. See the Pre - existing Conditions Map in Appendix II Exhibit 7. 5.2 Uplands The uplands located within the proposed project area primarily consisted of vacant wooded and overgrown clear cut land. Responsive o Resourceful o Reliable 2 NWP Supporting Documentation I %rr�c ®n Beam Solar LLC ® Granville County, North Carolina February 24, 2015 ■ Terracon Project No. EN157002 5.3 Local Hydrology The site is located in the Roanoke River Basin. Hydrology within the project area appears to be maintained through normal hydrologic processes. Surface water appears to be present for brief periods, but the water table appears to be below the soil surface for most of the growing season. The project will cause minimal disruption to the local hydrology. 6.0 SITE SELECTION The site is currently undeveloped vacant land with development opportunities. The site has adequate acreage and terrain that meet the development requirements for a successful solar farm. The stream impacts required by the proposed project have been avoided and minimized to the maximum extent feasible. Waters of the US on the site were previously assessed by Eric Alsmeyer of USACE on December 18, 2014 and a Jurisdictional Determination is pending. 7.0 ALTERNATIVES Site and design alternatives were evaluated for the property to avoid and minimize the stream impacts associated with the proposed project. The alternatives considered are summarized below. 7.1 Alternative A: No -build The no- action alternative for the project would be not to construct a solar farm and associated access roads. The project purpose of constructing a solar farm would not be accomplished under the no -build alternative. Therefore, the no -build alternative was rejected. 7.2 Alternative B: Alternative Alignment An alternative alignment was considered for the access road. In order to access the solar farm an alternative road alignment would be required in an area of an adjacent land parcel. An alternative alignment would require purchase of additional property and would impact the current property owner of the additional property. Additionally, an alternative access road location to the site from Henry Wilson Road would likely result in similar stream impacts in a different location. An alternate alignment was rejected due to the aforementioned factors. 7.3 Alternative C: Construct Using Proposed Plan Alignment This alternative achieves the project purpose while avoiding and minimizing the stream impacts to the maximum extent feasible. The chosen proposed alternative will consist of the construction of the solar farm and associated access roads with the installation of appropriately sized culvert through one stream for the proposed access road to the solar farm. Responsive o Resourceful n Reliable t „3 NWP Supporting Documentation Beam Solar LLC ■ Granville County, North Carolina Irerracon February 24, 2015 ■ Terracon Project No. EN 157002 8.0 CUMULATIVE STREAM IMPACTS Adverse effects are those that reduce the quality and /or quantity of habitat, including direct, indirect, site specific, or habitat wide impacts, including individual, cumulative or synergistic consequences of actions. The current plan balances the least stream impacts while meeting the project purpose. The degree of threat associated with the proposed stream impacts are not likely to adversely affect Waters of the US and they do not significantly alter the habitat of the site or surrounding region. 9.0 MITIGATION It was determined that no mitigation is required for the proposed solar farm and gravel road construction project because the stream impacts will be a total of 0.013 acres of jurisdictional streams. 10.0 WATER QUALITY The receiving water body, Little Grassy Creek, is documented on the U. S. Environmental Protection Agency (EPA) Water Quality Assessment Status for 2012 as impaired for mercury (HG) for fish consumption. The cause of impairment is HG in fish tissue. There are no documented impairments downstream from the project site listed on the North Carolina 2014 303 (d) list for impaired waterbodies. The project will not contribute to the HG impairment. This project meets the conditions of the North Carolina Division of Water Resources (DWR) 401 Water Quality Certification Number 3886. The proposed stream impacts and the associated solar farm project will not result in an increase of turbidity in the receiving water systems that is substantially different from its current layout except during the duration of construction. Additionally, no oils or other pollutants will be released into the receiving water systems as a result of this project. All work performed during construction will be conducted in a manner to prevent interference with any legitimate water uses. The project is not likely to have an adverse effect on water quality. 11.0 STORMWATER The applicant will implement best management practices that will minimize erosion and migration of sediments on and off the project site during and after construction. Additionally, land disturbance activity will comply with the North Carolina Division of Water Resources Water Quality Certification No. 3886 and the NC DWQ Stormwater Best Management Practices Responsive o Resourceful n Reliable ,`f, 4 NWP Supporting Documentation Irerracon Beam Solar LLC ® Granville County, North Carolina February 24, 2015 ■ Terracon Project No. EN157002 Manual as applicable. All stormwater runoff from built upon areas will be transported primarily via vegetated conveyances. These practices will include the use of appropriate grading and sloping techniques and erosion prevention and sediment control measures capable of preventing erosion, migration of sediments, and bank failure. All disturbed land will be stabilized and sloped where appropriate with a minimum 3:1 slope upon project completion as applicable. Once the project is initiated, it will be carried to completion in an expeditious manner, minimizing the period of disturbance to the environment. Temporary best management practices such as silt fence and /or other diversionary structures will be used during construction. Permanent stabilization of embankments will contain appropriately sized rip -rap over geotextile liner or other similar approved permanent erosion control features where applicable. Temporary and permanent stormwater controls may be used to minimize sedimentation and erosion and minimize impact to the stream areas. 12.0 CULTURAL RESOURCES A review of the North Carolina State Historic Preservation Office HPOWEB GIS Service (General Audience) revealed that no sites have been identified as eligible for listing or potentially eligible for listing in the Federal Register of Historic Places on or immediately adjacent to the project site. 13.0 PROTECTED SPECIES Pursuant to Section 7 of the Endangered Species Act, the list of protected species known to occur in Granville County was reviewed, and evaluations were performed regarding the likelihood of the presence of each species within the project area. A search of the United States Fish and Wildlife Service (USFWS) database provided existing information concerning the potential occurrence of threatened or endangered species within Granville County. The North Carolina Department of Environment and Natural Resources (NCDENR) Natural Heritage Program database was also reviewed for information regarding species with state endangered or threatened status. Information obtained from the USFWS and NCDENR databases regarding state and /or federally rare, threatened, or endangered species in Granville County is included in Table 13 -1. Responsive o Resourceful o Reliable 5 NWP Supporting Documentation Irerracon Beam Solar LLC ■ Granville County, North Carolina February 24, 2015 ■ Terracon Project No. EN157002 Table 13 -1 Granville County Threatened /Endangered Species Group,.:, Listed °Species° ° -Federal:'. Status`° State-­' Status Bald eagle (Haliaeetus leucocephalus) *° BGEPA T American eel (Anguilla rostrata) SPOC - - -- Carolina darter (Etheostoma collis lepidinion)* SPOC SPOC Vertebrate Carolina madtom (Noturus furiosus)* SPOC T Pinewoods shiner (Lythrurus matutinus)* SPOC W Roanoke bass (Ambloplites cavifrons)* SPOC SR Neuse River Waterdog (Necturus lewisi)* SPOC SPOC Atlantic pigtoe (Fusconaia mason)* SPOC E Brook floater (Alasmidonta varicosa)* SPOC E Chowanoke crayfish (Orconectes virginiensis)* SPOC SPOC Invertebrate Dwarf wedgemussel (Alasmidonta heterodon)* E E Green floater (Lasmigona subviridis)* SPOC E Yellow lampmussel (Lampsilis cariosa)* SPOC E Mountain River Cruiser (Macromia margarita)* SPOC SR Yellow lance (Elliptio lanceolate)* SPOC E Butner's barbara's- buttons (Marshallia sp.)* SPOC SR Harperella (Ptilimnium nodosum)* E E Prairie birdsfoot - trefoil (Lotus unifoliolatus var. helleri)* SPOC SPOC Vascular Plant Smooth coneflower (Echinacea laevigata)* E E Smooth - seeded hairy nutrush (Scleria sp. 1)* SPOC SR Tall larkspur (Delphinium exaltatum)* SPOC E Carolina Birdfoot - trefoil (Acmispon helleri)* SPOC SPOC Torrey's Mountain -mint (Pycnanthemum torrei)* SPOC SPOC Source: USFWS North Carolina List of Endangered, Threatened, Species of Concern, and Candidate Species for Granville County, September 22, 2014 E = Endangered T = Threatened CH = Critical Habitat SPOC = Species of Concern SR = Significantly Rare W = Watch List BGEPA = Federally protected under the Bald and Golden Eagle Protection Act *= Included in NCDENR Natural Heritage Program Data Search for Granville County, January 12, 2015. The project is not expected to adversely impact the federally endangered or threatened species or destroy or adversely modify critical habitat protected under Section 7 of the Endangered Species Act. Responsive o Resourceful o Reliable g APPENDIX I PERMIT DRAWINGS Responsive o Resourceful o Reliable IMPACT` BAYBERRY ----x DRIVE SR 1425 RY WILSON ROAD 1011OIL SITE VICINITY MAP SCALE: N.T.S. 18• MIN COVER �ILL -,,V FINISHED GRADE 54' RCP TOP OF BANK EXISTING GRADE low TOE OF BANK CULVERT TO BE PLACED AT THE EXISTING DITCH ELEVATION. CROSSING SECTION A -A SCALE: H & V: 1" = 5' NOTES: 1. JURISDICTIONAL STREAM DELINEATION PROVIDED BY TERRACON. 2. DISTURBANCE AT THE JURISDICTIONAL STREAM CROSSING SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE FOR INSTALLATION OF THE CULVERT. 3. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH NCDENR STANDARDS. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION THROUGHOUT CONSTRUCTION. 5. INSTALL TEMPORARY SILT FENCE STONE OUTLETS AT LOW POINTS IN SILT FENCE AS NECESSARY. 6. ADDITIONAL EROSION CONTROL MEASURES AND /OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY BASED UPON ACTUAL SITE CONDITIONS. .� •iiiiN l, NO APRON • STREAMBED TO MATCH EXISTING GRADE. CLASS *1* RIP RAP a Ira 43 R`38 STREAM DISTURBANCE \ 9 (SHADED AREA). "lo 18' 11�L -- \ d� TEMPORARY COFFER DAM WITH PUMP AROUND (SEE EXHIBIT f2) U. -SF SF PROPOSED ` SILT FENCING (TYP)-- ~ JURISDICTIONAL STREAM IMPACT DISTURBANCE SCALE: 1' = 20' C JURISDICTIONAL STREAM LENGTH OF .D 1•.. L STREAM DISTURBED: PERMANENT = _ TEMPORARY = 12.0 FT, 0 10 20 ARE6 OF JURISDICTIONAL STREAM DISTURB D (STREAM ±8' WIDE)* PERMANENT • • cc@ CYPRESSCREEK R E N E W A 9 L E S �`�`\\\\�N • ' CA!?ol�''� ,�2o�:•�ESsio ,29� •' 2�DNe9�: iii 9 • .GIN oiv \ J a 0 PROPOSED 54" RCP CULVERT WITH HEADWALLS, 32 LF w L t1.25X WITH INVERTS PLACED AT EXISTING GRADE z \ 'n STREAM TOP OF BANK (TYP) SF r STREAM z w- CENTERLINE _ (TYP) 0 2s -425 1. JURISDICTIONAL STREAM DELINEATION PROVIDED BY TERRACON. 2. DISTURBANCE AT THE JURISDICTIONAL STREAM CROSSING SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE FOR INSTALLATION OF THE CULVERT. 3. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH NCDENR STANDARDS. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION THROUGHOUT CONSTRUCTION. 5. INSTALL TEMPORARY SILT FENCE STONE OUTLETS AT LOW POINTS IN SILT FENCE AS NECESSARY. 6. ADDITIONAL EROSION CONTROL MEASURES AND /OR MODIFICATIONS TO PROPOSED MEASURES MAY BE NECESSARY BASED UPON ACTUAL SITE CONDITIONS. .� •iiiiN l, NO APRON • STREAMBED TO MATCH EXISTING GRADE. CLASS *1* RIP RAP a Ira 43 R`38 STREAM DISTURBANCE \ 9 (SHADED AREA). "lo 18' 11�L -- \ d� TEMPORARY COFFER DAM WITH PUMP AROUND (SEE EXHIBIT f2) U. -SF SF PROPOSED ` SILT FENCING (TYP)-- ~ JURISDICTIONAL STREAM IMPACT DISTURBANCE SCALE: 1' = 20' C JURISDICTIONAL STREAM LENGTH OF .D 1•.. L STREAM DISTURBED: PERMANENT = _ TEMPORARY = 12.0 FT, 0 10 20 ARE6 OF JURISDICTIONAL STREAM DISTURB D (STREAM ±8' WIDE)* PERMANENT • • cc@ CYPRESSCREEK R E N E W A 9 L E S �`�`\\\\�N • ' CA!?ol�''� ,�2o�:•�ESsio ,29� •' 2�DNe9�: iii 9 • .GIN oiv m W CC W I. V z Z W >- 4z J co � v Yi ♦R L' J W 0 CC Z WW�o CC lc Z J K ILui/)C� °0ww c 0 a 0 w L z N Ln z W z w- 0 0 7 j z N BALLENTINE ASSOCIATES, PA 221 FllowEmM Ilan, wPLC ou lai. d 27M4 (919) 2" - 04.1 (•I•) 40 - 47A SCALE: AS NOTED DATE: 20 FEB 15 JOB NUMBER: 114058.01 DRAWN BY: ARS REVIEWED BY: G.J.R. EXHIBIT 1 s a PLAN VIEW doved e staring device �- discharge hoses P dewatering pump r ", (Make hose sediment dike clean water dike -{ P stream diversion pumps Intake hose . f 1 ` flow r sump-hole or pool (12" to 18• deep work area 2' dia.) pumps should discharge length not to exceed onto a stable velocity thffi can be dissipator made of rip rap completed In one day or sandbags SECTION A -A - .\fitpervlous sheeting bwe work area — 1 (2 tod foot minimum) aces sedim of a&ndbW dice PUMP AROUND DETAIL NOTES: 1. PUMP AROUND DIKES SHALL NOT BE SET OUTSIDE OF THE DISTUREBEDAMPACT LIMITS SHOWN ON THE PLANS. 2 INSTALL PUMP - AROUND DIVERISON AND DEWATER THE CONSTRUCTION ZONE THROUGH THE DEWATERING DEVICE. THE CONTRACTOR SHALL STAGE THE LIMITS OF THE PUMP - AROUND FLOW DIVERSION TO DEWATER ONLY THAT SECTION SCHEDULED FOR THAT DAY'S WORK. AT THE END OF EACH WORK DAY, THE WORK AREA SHALL BE STABILIZED, THE PUMP AROUND PRACTICE REMOVED, AND THE FLOW RESTORED TO THE CHANNEL. WORK SHALL BE COMPLETED ONLY DURING FORECAST PERIODS OF DRY WEATHER. PLAN VIEW straw bale dike or berm -� 1.5 it 6-ft (1.8 -m) T (0.45 m) minimum t � 6-ft (f.8- -m) minitnurn B A- f 3It 0.9 mf ' tI A stone outlet structure SECTION A -A 1.5 It fn Ar ml .V) titter fabric •. w 6-In (10 to 15 cm) riprap SECTION B-B 2 to 3-ft (0.6 to 0.9-m) rebar or stakes for straw bales 6 Inches ♦ '�, (15 cm) 3- ft (0.9 -m Z -'Z�t ;► / minimum 4 -In (10 -cm) minimum depth DEWATERING BASIN DETAIL STREAM RESTORATION NOTES: 1. RESTORE ANY TEMPORARY DISTURBANCE TO THE STREAM CHANNEL TO ITS PRE - CONSTRUCTION STATE. 2. PLANTS USED IN THE RESTORATION SHALL BE OF A NATIVE SPECIES SIMILAR TO THE PLANTS SURROUNDING THE DISTURBED AREA. p 10 20 GRAPSIC SCALE (IN FM ) ce CYPRESSCREEK R E N E W A B L E S W W J LU 3 Z W cc X W IM Sio'•/29% Wolf ; G1N6 -'A� ON. R :, k%\\`� LU co W. z W J O m .r W W v 0 _ Z 4C J CO o44 J cc w Z� cc Oo O CO) cc Q 0 w V) T z <� 0 N . C•. 0 U w a rn 0: rn � a Z BALLENTINE ASSOCIATES PA 721 PR0%VEN L ROAD. O ArM Hll, KG ZM4 (919) 920 - 0401 (1119) 499 - 47U SCALE: AS NOTED DATE: 20 FEB 15 JOB NUMBER: 114058.01 DRAWN BY: ARS REVIEWED BY: G.J.R. EXHIBIT 2 APPENDIX II SITE FIGURES AND DOCUMENTS Responsive ❑ Resourceful D Reliable ,. SITE Hurry aan Rd v` ,NO�rte Rdy ; i �d o po eir 3 F 3 a � � e 3 a '4+ tia r xtratP c 0 c o � S Sic L o 8 Pfeaeant4 Rd a T 00" 4 Legend Sources: Esri, HERE, DeLorme, USGS, Intermap, incremebt P Corp., NRCAN, Esri Japan, METI, Esri Approximate—Site—Boundary China (Hong Kong), Esri (Thailand), TomTom, Mapmylndia-, © OpenStreetMap contributors, and the GIS User Community N 0 0.375 0.75 1.5 Miles Project No. EN157002 Irerracon Site Location Map EXHIBIT NO PM. JAR Beam Solar Granville County North Carolina 1 Drewn By: JTM Dete: 02/71115 1450 Fifth Street West N.Charbston. SC 29405 phone: 843.884.1234 Fax: 843.884.9234 4. � Sri-- • . l SITE -.;'" �� '\ i 11 Nl S i •- �t • / Q / Vil •r' , / - o ►fix f D Ir —4k .. Legend -• i� �� �� `, , r ; ,,,� _ �o /�'� Approximate—Site—Boundary , ;� �./ ; • ' r: `� _ , • " ;; ! Cop, right© 2013• National Geographic Society, %eube'd; N Project RO. eN,sroo: Irerracon Current Stovall, NC -USGS Topographic Map ""law Ro PM: JAR Beam Solar 2 nBy 0 0.125 0.25 0.5 Miles JiM Granville County North Carolina Dole: ov „ns 1450 FMh Straat Wnt N.ChaAa•ton. SC 29405 Phone: 843.884.1234 Fax: 843.884.8234 P s " \NL, {J : ►N. r �F-i s 1 Mi i a� �1.��,�;� ' i; �- • r i ]�1'r r f a f� �Sr► a 4 o el *, ✓ ..� i.� *�� y. � a.� i S •ate l +��,ry. { E fPl Ir y. 1 Aj If I Legend Approximate Site Boundary ArTv� Ok \ :° , a �+...r ,' � .. tam-•- c Legend Approximate Site Boundary .. ArtificialPath StreamRiver � I ��aa„ r �';�a,��j, .. i• V � ` NWI s, ••' i ' y t , i t t.�,� .1 ��'i\:1 mil+ r� �'."��� NWI Code PF01C '0. h PUBHh ;IVAN. Beam Solar 1 11 111 111 Granville County North Carolin GeB f. \ HrB LmB -�� GaB I LmB t 11 r GeB HrB ` � LmB �+ j A GeB Legend :r Approximate_ Site Boundary �J. Sods Lf 40 I LmB Soils Code / ApB LmB ` _ 4, ApC M � CaB ChA x a yT PAE GeB GeB ?� ApC GeC GeB ChA HrB Y' `�► ApB HrC ,'� CaB LmB + HrC NaC LmB � �,. + CaB Pa E la , A _'• F GeB ral TaE _ .fig . s W N 0 500 1,000 2,000 Feet °railN. EN157002 lrerraccin 1998 Infrared Aerial / USDA NRCS Soils Data EXHIBIT NO DM JAN Beam Solar Granville County North Carolina rj Drawn BY: JTM Dan: 02111!15 1450 Fifth Street West N.Charleston. SC 29405 Pho— 843.884.1234 Fax: 843 884,92341 `� `� ' WILSON BEATRICE W SCONIERS ANNA P 5114 MISTY LANE PETTIFORD SHELIAA 53 GARFIELDAVE OXFORD�NC 27565 WEST ORANGE; NJ 07052 " 53 GARFIELD AVE WEST ORANGE; NJ 07052 VALENTINE VENTURES LLC PO BOX 545 DAYE ODELL 8 JOSEPHINE W OXFORD,' NC 27565 51 NONCROSS RD �` BERLIN; NJ 06009 SPEED CHERYL b BRENDA JIGGETTS - 3126 HENRY WILSON RD DAYE ODELL 8 JOSEPHINE W OXFORD ?NC 27565 51 NONCROSS RD BERLIN; NJ 08009 FIELDS RODRICK C S ONORA . ` _ 3128 HENRY WILSON RD ?NC TARHEEL LAND.COMPANY ;�Mr. , f, N � - +- ...�.�; OXFORD 27585 OXFORD, NC 27565 ^ ' _ `' l� � �j` GRESHAM MICHAEL L d. CRYSTAL ^� W Y� I - LANDIS OTIS 3 DALPHINE COOPER _ �•'• ' i � � ,OXFORD; NC 27565 OXFORD; NC 27565 �► y CHEEK DAVID. E b GAYLE M MERCHANT SHARMEEN 8 NOORJAHAN '. - .- •3144 HENRY,WILSON ROAD 834 KINGS FOREST LN� . , OXFORD; NC 27865 RICHMOND; TX 77469 U11`A ,i��`' �'� MERCHANT SHARMEEN d NOORJAHAN �r' ��4_ �. t ": 4 834 KINGS FOREST LN:li - pip MERRITT KERMITH WAYNE RICHMOND; TX 77469 _ a ��,y,t t�' AM 3140 HENRY WILSON ROAD II{ �� OXFORD, NC 27565 TARHEEL LAND COMPAN_Y,_' �_ P O BOX 1060 �" - I� �L�'�j OXFORD; NC 27565 • WHITLEY JAMES yr 7087, BAYBERRY DR OXFORD; NC 27568 i BRACEY, DARLENE 3 ANDRE ` ~� LS 7089 BAYBERRY.DR OXFORD; NC 27585 w�r TAYLOR WILL`T S JOHN H HEIRS - � 3123 LEWIS ROAD _ OXFORD, NC 27565 KING TAYLOR MARTIN 6308 RUSHING BROOK DR RALEIGH; NC 27612 Legend ,� rc =�s , D gi •al lobe, eo e a graph es, it u S, U - � - , � Approximate_Site_Boundary � � GretmapP g, ergrid, fCU , I� i s p , d he I se unt�y, Copyrigh :©211,3 ational Geograp -ieG , i -cubed N Pre'a "Ne Adjacent Property Owners EXHIBIT NO PM• EN157M Irerracon JAR Beam Solar Drawn By: 6 C 0 500 1,000 2,000 JTM Feet Data: 1450 Fifth Street West N.Chsrbeton. SC 29405 02120/15 Phone 843884.1234 Fax: B43,884 92341 Granville County North Carolina Impact S1 -1 and S1 -2 The Approximate features depicted on this drawing were identified and located by USAGE in the field on 12118114. The lines are Feature a approximate only. . Jurisdictional RP,W1Tributary �,. Subject to_CWA Feature B (404) Permiting Non Jurisdictional Stormwate��C onveya nce Not Subject to CWA (404) Permiting Feature D Jurisdlctional RPW1Trlbutary SubJect to.CWA Upper,end of D, 36.3912, - 78.6073 (404) Permiting Feature E ., Non Juris'dictlonal Stormwater�onveyance '�� Feature C Not Subject to CWA Jurisdlctional (404) Permiting RP,W1Trlbutary SubJect to�CWA (404) Permiting Area not investigated for wetlands by USACE on 12/18/14 Feature C Jurisdictional RP,W1Tributary Subject to,•CWA (404) Permiting Legend Approximate_Site_Boundary – — Jurisdictional_RPW_Tributary e -s noe, e , Ea s Q@Wr P m, rb s , , , M Stormwater Conve ance " " "' " "" _ y M Daps swisstoP•, pgAegK d Ehe m se Co un V1 @M um 2013 MWMd rGMff S•cietly, i-cubed N Project No Pre- existing Conditions EXHIBIT NO. EN157002 JAR PM. Irerracon Beam Solar Drawn By: 7 0 375 750 1,500 JTM Feet Utle, 1450 Fitth Street West N.Chadeston. SC 29405 02120115 phone: 843.884 1234 Fax 843.884.9234 Granville County North Carolina �d O O s 3 t f V Site Specific Layout for Granville County Special KBEAM Use Permit o_k FRRr a 2 ■ r � an r _ 3 rl t / % ,96LC 1 °Z ygN � x WSFi R 3 2 y �R °a R i Site Specific Layout for Granville County Special KBEAM Use Permit o_k FRRr a 2 ■ Project Name: BRE NC Solar 1 0 Henry Wilson Rd, Oxford NC Mai ��nn�p N �6' \s_ & "Mo OM MU 31 B� K \ o � � 8 B Beam Date: 10 -03 -2013 v3 an 3 °Z 3M R Project Name: BRE NC Solar 1 0 Henry Wilson Rd, Oxford NC Mai ��nn�p N �6' \s_ & "Mo OM MU 31 B� K \ o � � 8 B Beam Date: 10 -03 -2013 v3 APPENDIX III COORDINATION Responsive o Resourceful o Reliable Melchers, Ted From: Alsmeyer, Eric C SAW < Eric.C.Alsmeyer @usace.army.mil> Sent: Thursday, February 12, 2015 9:24 AM To: Ruocco, Andy Cc: Kerlin, Stephen J.; Melchers, Ted Subject: RE: US Army Corps of Engineers report and maps - -BRE NC Solar 1, LLC (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Andy: We do not typically require mitigation for this type of impact, so don't worry about contacting mit. banks right now. If we do end up requiring mitigation, I'll give you some info at that time. Please reply or call if you have any questions or if I may serve you in any other way. The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http : / /resulatory.usacesurvey.com /. Thank you, Eric Eric Alsmeyer Project Manager Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 Tel: (919) 554 -4884, x23 Fax: (919) 562 -0421 Regulatory Homepage: http: / /www.saw.usace.army.mil/ Missions /RegulatoryPermitProgram.aspx (If you need information that is not yet available on our new website, please let me know) From: Ruocco, Andy [mailto:jaruocco @terracon.com] Sent: Thursday, February 12, 2015 8:59 AM To: Alsmeyer, Eric C SAW Cc: Kerlin, Stephen J.; Melchers, Ted Subject: [EXTERNAL] RE: US Army Corps of Engineers report and maps - -BRE NC Solar 1, LLC (UNCLASSIFIED) Hi Eric, Terracon will be working with the solar group to obtain a NWP 14 on this site as referenced in your email below. We should have this application package ready for submittal to you next week. Right now we anticipate there will be one r 1 stream crossing at Stream A on the northern portion of the site. We anticipate the impacts will be less than 0.1 acres. We are also trying to contact Earth Mark Mitigation bank to see if they service the area, but we have not gotten a response. • Are you aware of any other mitigation banks that service the area? I will let you know when we send the application package. Thanks! Andy Ruocco Terracon D (843) 277 8389 1 M (843) 200 8949 5aruocco terracon.com From: Ruocco, Andy Sent: Thursday, January 22, 2015 8:23 AM To: 'Alsmeyer, Eric C SAW' Subject: RE: US Army Corps of Engineers report and maps - -BRE NC Solar 1, LLC (UNCLASSIFIED) Thanks for following up Eric! We have several delineations going on throughout the state right now, so we might get a chance to meet one of these days. From: Alsmeyer, Eric C SAW [ maiIto: Eric.C.Alsmever @usace.army.mil] Sent: Thursday, January 22, 2015 8:14 AM To: Ruocco, Andy Cc: Kerlin, Stephen J. Subject: RE: US Army Corps of Engineers report and maps - -BRE NC Solar 1, LLC (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Andy: As we discussed, I have completed the field verification necessary for a jurisdictional determination under Section 404 of the Clean Water Act for this property, and no further information or data is needed for a formal determination. Please reply or call if you have any questions or if I may serve you in any other way. The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http : / /reeulatory.usacesurvey.com /. Thank you, Eric Eric Alsmeyer Project Manager Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 Tel: (919) 554 -4884, x23 Fax: (919) 562 -0421 Regulatory Homepage: http: / /www.saw.usace.army.mil/ Missions /ReeulatoryPermitProgram.aspx (If you need information that is not yet available on our new website, please let me know) From: Ruocco, Andy [mailto:jaruocco(&terracon.com] Sent: Wednesday, January 14, 2015 11:12 AM To: Alsmeyer, Eric C SAW Cc: Kerlin, Stephen J. Subject: [EXTERNAL] RE: US Army Corps of Engineers report and maps - -BRE NC Solar 1, LLC Eric, Thanks for taking my call earlier. As discussed, please respond with verification that the JD process for the site located at 3116 Henry Wilson Road and depicted in the attached figures has been completed and no further information is required. Thanks again, Andy Ruocco, LEED AP BD +C Department Manager I Environmental Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8389 1 F (843) 884 9234 1 M (843) 200 8949 iaruocco@terracon.com I www.terracon.com 0 !IF e 1',fadem andUtiu -Flue' From: Alsmeyer, Eric C SAW [ maiIto: Eric.C.Aismever @usace.army.mil] Sent: Monday, December 22, 2014 4:36 PM To: Bruce Beam Subject: RE: [EXTERNAL] Follow up 12 -22 -2015 Beam Renewable Energy, LLC (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE For best viewing please read in HTML Bruce: The following is based on my site visit at 3116 Henry Wilson Road, the site of your proposed solar array, on 18 December, 2014: 1) Features A, C and D, as shown on the attached maps, are tributaries, relatively permanent waters (RPW's) subject to Section 404 of the Clean Water Act, and you would require a Corps of Engineers authorization to impact those tributaries. The upper limit of D was flagged in the field and is approximately indicated on the attached maps. 2) Features B and E are stormwater conveyances that are NOT subject to Section 404. 3) There are no wetlands in the areas of Features A,D, and lower end of Feature C near the central portion of the site. 4) 1 did not investigate the upper end of Feature C near the southwestern corner of the property, since you indicated that your closest impacts will be well up on the ridge above upper Feature C. 5) Your proposed road access crossing of Feature A will likely be authorized under Nationwide General Permit (NWP) 14 for Linear Transportation Projects, and you will have to submit a Pre - Construction Notification to the Corps and the NC Division of Water Resources, as we discussed. The culvert for the project will likely be greater than 24 ", based on the size of Feature A, and the size of the downstream culvert on Henry Wilson Road, but an engineer should calculate the required culvert size. 6) You will revise your plans to avoid impacts to Feature D. A formal jurisdictional determination will accompany the verification for your NWP. For best viewing please read in HTML Please reply or call if you have any questions or if I may serve you in any other way. The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at http : / /regulatory.usacesurvey.com /. 6L. Eric Alsmeyer Project Manager Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District 3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587 Tel: (919) 554 -4884, x23 Fax: (919) 562 -0421 Regulatory Homepage: http: / /www.saw.usace.army.mil/ Missions /RegulatoryPermitProgram.aspx (If you need information that is not yet available on our new website, please let me know) Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Classification: UNCLASSIFIED Caveats: NONE Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Classification: UNCLASSIFIED Caveats: NONE Melchers, Ted From: Smith, Cherri L <cherri.smith @ncdenr.gov> Sent: Friday, February 20, 2015 9:10 AM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Ted, thanks for confirming. Cherri From: Melchers, Ted [mailto:Ted.Melchers @terracon.com] Sent: Thursday, February 19, 2015 4:26 PM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Cherri, There will not be piped stormwater with this project. Thanks, J. Ted Melchers IV Environmental Scientist Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8387 1 P (843) 8841234 1 F (843) 884 9234 1 M (843) 568 8749 ted.melchersAterracon.com I www.terracon.com From: Smith, Cherri L [ mailto :cherri.smith(@ncdenr.gov] Sent: Thursday, February 19, 2015 1:28 PM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Ted, I'm just double checking because I doubt that there's piped stormwater with this project. If you could just confirm that there's no piped stormwater, I'd appreciate it. Thanks. Cherri From: Melchers, Ted [ mailto :Ted.Melchers(a)terracon.com] Sent: Wednesday, February 18, 2015 2:49 PM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Great! From: Smith, Cherri L [ mailto :cherri.smith(dncdenr.gov] Sent: Wednesday, February 18, 2015 2:48 PM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Yes, the project should not need a Stormwater Management Plan for less than 6% impervious. From: Melchers, Ted [ mailto :Ted.Melchers(E)terracon.com] Sent: Wednesday, February 18, 2015 2:46 PM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Cherri, It is my understanding that we will not need a Stormwater Management plan if our project (Solar Farm with a road stream crossing) is less than 24% impervious. I was told that the project will be <6% impervious. Is this correct. Thanks again. Ted From: Smith, Cherri L [ mailto :cherri.smith(a)ncdenr.gov] Sent: Wednesday, February 18, 2015 1:20 PM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Ted, It will depend on whether the project is high density ( >24% impervious) or not. If you look at the last few pages of the WQC, you'll see where low and high density are differentiated. Cherri From: Melchers, Ted [ mailto :Ted.MelchersCaoterracon.com] Sent: Wednesday, February 18, 2015 11:20 AM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Cherri, Thanks again for the quick response. What you are saying is that we need a stormwater management plan fo r the Water Quality Certification #3886. Thanks, J. Ted Melchers IV Environmental Scientist Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8387 1 P (843) 8841234 1 F (843) 884 9234 1 M (843) 568 8749 jtmelchersCc�terracon.com I www.terracon.com From: Smith, Cherri L [ maiIto: cherri.smith(5)ncdenr.gov] Sent: Wednesday, February 18, 2015 10:34 AM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Ted, The road crossing will require written concurrence from DWR, and there are state stormwater requirements that go along with Water Quality Certification #3886. Here's a link to the certification language: http: / /Portal.ncdenr.org /c /document library /get file? uuid= 5d156a71- c8f5- 4e5a- 9da6- dcdb1c7a82a0 &eroupld =38364 The stormwater requirements are found at the end of the document. I'm sorry but I don't have any contacts in Granville County. Cherri From: Melchers, Ted [ mailto :Ted.Melchers@)terracon.com] Sent: Wednesday, February 18, 2015 10:20 AM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Cherri, Thanks for the quick response and information. Feature A is subject to 404/401 permitting. Eric will be using NWP 14 for Linear Transportation projects. Do know a good contact for Granville County to see if they have stormwater requirements. Thanks again. J. Ted Melchers IV Environmental Scientist Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8387 1 P (843) 8841234 1 F (843) 884 9234 1 M (843) 568 8749 jtmelchersAterracon.com I www.terracon.com From: Smith, Cherri L [ mailto :cherri.smith@)ncdenr.gov] Sent: Wednesday, February 18, 2015 10:11 AM To: Melchers, Ted Subject: RE: Granville County Buffer Rules Hi Ted, You'll need to talk with Eric Alsmeyer with the Corps of Engineers regarding whether Feature A is subject to 404/401 permitting. If it is subject to 404/401 permitting, then Eric can tell you what Nationwide Permit he'll be using to permit the crossing. When you find out that, let me know so I can determine whether written concurrence is needed from the DWR for the corresponding Water Quality Certification. Since there are no state regulated riparian buffers in the Roanoke, diffuse flow is not an issue. I can't tell you whether a Stormwater Management Plan is required at this point because I don't know if there's a 401 Water Quality Certification or not, and I don't know what the imperviousness of the project is. In the meantime, you'll want to check with Granville County to see if they have any stormwater requirements. I hope this information helps get you started. Let me know if you have any other questions at this time. Cherri From: Melchers, Ted [ mailto :Ted.Melchers(a)terracon.com] Sent: Wednesday, February 18, 2015 9:39 AM To: Smith, Cherri L Subject: RE: Granville County Buffer Rules Cherri, I need guidance on the PCN 401 application. The stream crossing is on Feature A of the attached figure. It will be a road for a Solar Site. Will a Stormwater Management Plan and /or Diffuse Flow Plan be required for this project? Any further guidance will be greatly appreciated. You can give me a call if that would be easier. Thanks, Ted J. Ted Melchers IV Environmental Scientist Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8387 1 P (843) 884 1234 1 F (843) 884 9234 1 M (843) 568 8749 jtmelchers(dterracon.com I www.terracon.com From: Romanski, Autumn [ mailto :Autumn.Romanski@)ncdenr.gov] Sent: Wednesday, February 18, 2015 9:28 AM To: Melchers, Ted; Graham, James Cc: Smith, Cherri L Subject: RE: Granville County Buffer Rules Mr. Melchers, Thank you for your questions. The site Waters of the State in eth Roanoke River Basin will not be subject to the buffer rule, so no buffer determination is needed. However, Waters of the State identified by the US Army Corp will be subject to 401 permit (for stream crossing). Please contact Cherri Smith at 919- 791 -4251 or by email at cherri.smith@ncdenr.gov, to inquire about PCN 401 application, and to determine whether a stormwater management plan will be required. Sincerely, Autumn Romanski From: Melchers, Ted [mailto:Ted.Melchers(c ) terracon.com] Sent: Tuesday, February 17, 2015 4:37 PM To: Romanski, Autumn; Graham, James Subject: Granville County Buffer Rules Autumn / James, I have a few questions. We are working on a NWP application for a stream crossing for a solar site. The site is located at 3116 Henry Wilson Road in Oxford. Are there buffer rules in Granville County for the Roanoke River Basin. I have attached a stream determination request. The site was assessed by USACE and they supplied us with their findings. The attached map (ex. A) shows Feature A where the proposed stream crossing will be. I need to know if a stormwater management plan will be required. Any further guidance would be greatly appreciated. I tried to call but the ice storm has things shut down. Thank you. Ted J. Ted Melchers IV Environmental Scientist Terracon 1450 5th Street West, North Charleston, SC 29405 D (843) 277 8387 1 P (843) 8841234 1 F (843) 884 9234 1 M (843) 568 8749 itmelchers(Merracon.com I www.terracon.com Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. 5' Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please a -mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender. Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com /disclaimer). If you cannot access hyperlink, please e-mail sender.