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HomeMy WebLinkAbout20190809 Ver 1_Addendum_PCN DRAFT LNH_20190808fires EBX-Neuse I, LLC Stream and Wetland Banks Statement of Availability July 26, 2019 U.S. Army Corps of Engineers James Lastinger Raleigh Regulatory Field Office 3331 Heritage Trade Center, Suite 105 Wake Forest, NC 27587 Re Project: Adam's Vineyards This document confirms that Stancil Builders, Inc. (Applicant) for the Adam's Vineyards (Project) has expressed an interest to utilize 0.41 Riparian Wetland Mitigation Credits from the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella Mitigation Bank, specifically 0.41 from the Meadow Spring Site in the Neuse HUC 03020201. As the official Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this time. These mitigation credits are not considered secured, and consequently are eligible to be used for alternate purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. If any questions need to be answered, please contact me at 919-209-1075. Best Regards, Caitlan B. Parker Resource Environmental Solutions, LLC 302 Jefferson Street, Suite 110 Raleigh, NC 27605 fires EBX Buffer Mitigation Banks Statement of Availability August 2, 2019 NC Division of Water Resources Stephanie Goss 512 N. Salisbury St. Archdale Building, 9th floor Raleigh, NC 27604 Re Project: Adam's Vineyards This document confirms that Stancil Builders, Inc (Applicant) for the Adam's Vineyards (Project) has expressed an interest to utilize 978 Square Feet of Riparian Buffer Mitigation Credits from one of the following banks, EBX-Neuse I, LLC Neuse Riparian Buffer Umbrella Mitigation Bank, RES Neuse Buffer and Nutrient Offset Umbrella Mitigation Bank, or EBX Upper Neuse Riparian Buffer Umbrella Mitigation Bank. Specific bank sites that may be debited are Arrington Bridge I, Buffalo Branch, Selma Mill, Cedar Grove, Hatley, Ezell, Hannah Bridge, Stone Creek, Meadow Spring, and Polecat, all located in HUC 03020201. As the official Bank Sponsor, EBX-Neuse 1, LLC and EBX, attests to the fact that mitigation is available for reservation at this time. These mitigation credits are not considered secured, and consequently are eligible to be used for alternate purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation obligation requiring the credits/units. The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the proper documentation. Please contact me at 919-209-1075 or cparkergres.us if you have any questions or need additional information. Best Regards, ��FT� Caitlan B. Parker Resource Environmental Solutions, LLC 302 Jefferson Street, Suite 110 Raleigh, NC 27605 Bank Sponsor — EBX-Neuse I, LLC and Environmental Banc & Exchange (EBX) E o o N E v E T z ~ s 3 a .� Q LL N W WC,yM J � X ADAMS VINEYARDS o O^ Z E- K H F m � O � p.y O� IMPACT MAPS "J �w TOWN OF FUQUAY—VARINA, WAKE COUNTY, NORTH CAROLINA 0 0 0 EC z = o DATE 07/31/19 DRAWN BY B. INGE SITEDATA • DESIGNED BY • B. INGE PROJECT: ADAMS VINEYARDS SUBDIVISION • CHECKED BY ENGINEER: TIMMONS GROUP • K. ROBER- 5410 TRINITY ROAD; SUITE 102 RALEIGH, NC 27607 SCALE PHONE: 919-866-4940 o y�Ly 1•' = 1,000' FAX: 919-859-5663 z 42 KEITH ROBERTS, PE EMAIL: KEITH.ROBERTS@TlMMONS.COM • DEVELOPER/OWNER: STANCIL VINEYARD, LLC 466 STANCIL ROAD c ANGIER, INC, 27501 9 PHONE: 919-639-2073 a SITE PROPERTY LOCATION: 3315 JOHN ADAMS ROAD y PINS: 0696-67-0266, PARTIAL OF 0696-57-3244 ZONING: (RA-CZD) - RESIDENTIAL AGRICULTURAL CONDITIONAL F ° ZONING DISTRICT i-6 a -€ TOWNSHIP: PANTHER BRANCH z 3 -� 0 PROPOSED USE: RESIDENTIAL p € K Q U S3 Q 0 TOTAL PARCEL AREA: 44.72 ACRES U t v TOTAL PROJECT AREA: 42.81 ACRES _ I 0 TOTAL PROJECT AREA O 5 p 42.49 ACRES z V (AFTER ROW DEDICATION): O w N u s �, z z = 04 POP H oU of «-a4 \ �Lu N ,O� Q > E CILO E� 3 U 2 CILVICINITY MAP a9 1" = 1,000' Z 0 =s Q 0 < F3 LL 3 �? N 9 �E ao w b8 E a a �s M �4 N S8 ADB 9 M 42392 � 8 M SHEET No. s P Co.0 `8 V) 6 SHEET INDEX Sheet Number Sheet Title C0.0 COVER SHEET C1.0 EXISTING CONDITIONS C2.0 OVERALL IMPACT MAP C3.0 PERMANENT IMPACT DETAIL C4.0 TEMPORARY IMPACT DETAIL -335. E 11 I E Z� .2'3 �J \_\\\ \� _ —\_ �,/^—/ / II \\ \ 1 I 70,410 \ \ \\ \\ \ 1 WuloN ¢W </C,p2, z EX. 18" RCP I / V \\ \ \ `EXISTING SITE - \ \ BOUNDARY \ \\ / 1 > \ \\ \ — _ — — _ \ \ 1 EXISTING STREAM CENTERLINE ,�I �\ \\\\ \� l\ \ \ \ \ \\ \\ �\ / \ — , / ui \ / / / EXISTING WETLANDS I \ \ \ \ \ BENCHMARK \ \ \ 1 / / NCGS "BARBER" \ \ \ \ , NC GRID//0. o I \ / / / , •� �—\ \\ \ � \\ w \ � /NAD 83 20126 I \ NAVD 88 \ /lo N: 667680.37' \� i/ / > \ / / \ \ \ E: 2096070.99' / \ / / i / I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / ,/ % :�:����;: , I 1 I I / / / / / / / \ \ ELEV: 339.94' 0 DATE 07/31/19 DRAWN BY B. INGE 4 \ _ / 340 •• DESIGNED BY B. INGE �"�.�.�"�"�"�. / / / / / 1 \ — — \ 1 — — _ _ _ _ `•`"```````• I I I I = — — — • CHECKED BY I I 50' N/EUSE / / I K. 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C1.0 PROPOSED IMPACT SUMMARY o PROPOSED IMPACT REMARKS a 3 (SF) (AC) o PERMANENT WETLANDS IMPACT CABERNET FRANC DR. 8,909 0.205 ROAD CROSSING/GRADING - 2 PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR. 5,282 0.121 ROAD CROSSING/GRADING � o @ x Z PERMANENT ZONE 2 BUFFER IMPACT - CABERNET FRANC DR. 3,380 0.078 ROAD CROSSING/GRADING a / , I I / /1 /� I� �-� PERMANENT ZONE 2 BUFFER IMPACT - GRENACHE LN. 652 0.015 ROAD CROSSING/GRADING N P o // TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES w TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES FRq"CD/Z,�g / / / PERMANENT ZONE 1 BUFFER IMPACT10 \ \ \ \ - \ \ \ \ / / / o PERMANENT ZONE BUFFER IMPACT \ \ \ \ I 1 \ \ \ \ SITE BOUNDARY / / / / \I > O T � P WETLANDSIMPACT,U -, - / \�C 4 H DATE 07/31/19 � \ \ \ \ \ \ \ 1 ' `w= `�.`.`w�.". \ \ \ \ \ \ \ • 'i., / \ `\ — — — — ' - EXISTING WETLANDS `, PERMANENT ZONE ' \ \ - / '/ / / DRAWN BY _ _ _ l I` \\\\\ \ \ \ \ ` \ - - - _ \ \ \ \ \\ \ \ \ \ \ \ • - 50' NEUSE 2 BUFFER IMPACT U / / / \ \ - \ _ J .0 _ RIPARIAN /'-%`.*....��� / J/ / =Q=" / / % \ - a_^ \ \ _ l BUFFER / v.�iv .� / / �� / I 2/ J • • B. INGE DESIGNED BY B. INGE CHECKED BY \ \ ` / \ \ I I I \ \ • I I / / I I I — 1 • K. ROGER - ` — — 1\ ( \ EXISTING POND \ I _ \ \ \ \ _ ) I I I , I 1 I 1 I \ - / - .// / •.=.-..-•=.=.�..-.=. I I / / / I \ i I / 13 / \ - ' I I ► l ) ` ' • • SCALE \I VIII \ v - \ \ \ _ , _ _ _- - , l I I / , I I I 28 / \ 4 / / :.`.``.-.'.-.``.``.'.'.`.``. I I I 15 I I '.\\ ` _ I TEMPORARY ZONE 2 - - / SEDIMENT BASIN #3 \ R > I BUFFEI / / / • • ,,, = 200 \ /A/ Y\ \ \ / /'f \ \ - • •.•- SEDIMENT BASIN #1 : \ Pio JO \\ EXISTING POND i I I r \ l\o� of \ y \ \ // ' / ► ! I ) ! "Ok\\\� lVL\ITXEAS�E T i �� / / \ I Il I n \ 7 \ i 2 I \ 1 \ \ I — 7 _; / /// / 1 1\ / \ \ I / )c / b , ( TEMPORARYZONE2\ Q o �z a \\� i% / \ \\\150'NEUSE \ \ / / / / // BUFFER IMPACT � \ � \ \ \ \ \ - _ _ / r j // / / RIPARIAN I �� / �/ / \ I I� I - ^ - - \ \ \ \ \ / / / �/ _ / j ///%/ I I I I I I I 7IP - 1 I I BUFFER — / / \ I I 1 ] \ J _ \ \ \ \ \ \ i \ _ - - _ - / / ,. /7 i. , I 1111 Ilio/ lQ%.;.•.j. I IIII I :h. C/�'i �- I ` I -� ��\�_�-_ \ \\ 1 / / W � z o iY a F a \ \\ -/ II I`�•, '.•• / \ :•:�\0le,.``j / / / / ///� j j % /// /i/i `.;•.`` / % •:W: `.•.:rtW'.�.•`•`` EXISTING P 1 �I- -\� =-_ - / / / ' \ \ \ \ \ OND 1 I I � 50' NEUSE / I `'.,� EXISTING WETLANDS _ /' �1 , / � // / // �� IAN / VI.':i O a a 1 / II -_ ///// //'/' '/'� / 2>`.`.• / / / o BUFFE / I 11 -► /, /1 /, `\ // / --/�/� •;�+.y 11'11 // / / III- _ /-_-_ \-/ \ -\ /' \ \ �` / �// �/// /// / SCALE 1"=200' // / / / 0 zoo' 400' ,SITE BOUNDARY) / / / LEGEND WETLANDS IMPACT PERMANENT ZONE 1 BUFFER IMPACT — JOB N0. 42392 / PERMANENT ZONE 2BUFFER IMPACT TEMPORARY ZONE 2 BUFFER IMPACT J�M SHEET NO. C2.0 \ \ \ \ \ I \ E PROPOSED IMPACT SUMMARY o 1 1 \ \ \ \ \ \ PROPOSED IMPACT REMARKS z +: a .v 3 (SF) (AC) o PERMANENT WETLANDS IMPACT - CABERNET FRANC DR. 8,909 0.205 ROAD CROSSING/GRADING a = PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR. 5,282 0.121 ROAD CROSSING/GRADING a x Z / / \ PERMANENT ZONE 2 BUFFER IMPACT -CABERNET FRANC DR. 3,380 0.078 ROAD CROSSING/GRADING II \ PERMANENTZONE 2 BUFFER IMPACT - GRENACHE LN. 652 0.015 ROAD CROSSING/GRADING Z / // /� \\ N O / / �' \\ \ • TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES ui EXISTING WETLANDS �/ // II \ \ \ / I10 PERMANENT ZONE I \ BUFFER IMPACT //A I I I II 340 340 / PERMANENT ZONE 2 /Iy I I / Y ; 0 oz 4 a 0 BUFFER IMPACT FES 402_ / ` I ♦ K DATE / / i / �� \ — _ 30" RCP / I _ ♦ — _ _ D1401 TOP 331.30 07/31/19 DAWN BY B. rNGE _ \ DI 401 T \ ♦ INV IN 327.80 (N) 24 -1 INV OUT 327.70 (S 335 335 • DESIGNED BY \ IN DEPTH 4.00' PROPOSED GRADE B. rNCE CHECKED BY : \ PERMANENT ZONE 2 BUFFERIMPACT • K. OB ROBERTSRRO SCALE \ \ 1„ = 200' 0 330 330 • NEUSE 50' RIPARIAN t7 BUFFER �L L EXISTING GRADE 57 L 22 LF \ 30" CP 30" RCP 1 / PERMANENT �� \I I 325 @ 0. 2% @ 0.90% 325 / WETLANDS IMPACT O z 0 \4/ / 14/ FES 400 \14 I 1 I 30" RCP o I 1 \ J / 320 320 z Lu PERMANENT ZONE 1 BUFFER IMPACT /I 6 / l / i Y jl �l �ij �W //; l �� �� o N V) w z EXISTING POND / / 1 / N N M M i �`� M M Z I / c� <>a LU - PERMANENT ZONE 2 / p a \\\ \ I BUFFER IMPACT 40 I / /j 10+00 11+00 11+75 Q a IMPACT PLAN & PROFILE z HORIZ SCALE: 1"=50' �\4/�\4/�\4/ 4/ �,, / I I // �,/ VERT SCALE: 1"=5' SCALE 1"=50' 11/ 11/ 11/ 11/ 11/ TEMPORARY ZONE 2 / / / 0 50' 100' BUFFER IMPACT / , LEGEND � / / WETLANDS IMPACT PERMANENT ZONE BUFFER IMPACT - \4/ 14/ 14/ \4/ / I I / / PERMANENT ZONE BUFFER IMPACT IOB NO. 42392 I I I / / / , / TEMPORARY ZONE 2 BUFFER IMPACT SHEET NO. W W W \4/i / \ I I / I / / C3.0 c 3 LLa s i c a c; I a, M, n c c c E L C7 3 C E PROPOSED IMPACT SUMMARY E E PROPOSED IMPACT REMARKS a .v 3 (SF)(AC)ol PERMANENT WETLANDS IMPACT - CABERNET FRANC DR. 8,909 0.205 ROAD CROSSING/GRADING a = PERMANENT ZONE 1 BUFFER IMPACT - CABERNET FRANC DR. 5,282 0.121 ROAD CROSSING/GRADING 3: m x Z PERMANENT ZONE 2 BUFFER IMPACT - CABERNET FRANC DR. 3,380 0.078 ROAD CROSSING/GRADING 'a -----------PERMANENT ZONE 2BUFFER IMPACT -GRENACHELN. 652 0.015 ROAD CROSSING/GRADING -= o \ \ \ \ _ / - - i -I / l I / / /� F F F E TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #1 4,911 0.113 S&EC MEASURES /l TEMPORARY ZONE 2 / / 1 / I / E BUFFER IMPACT TEMPORARY ZONE 2 BUFFER IMPACT - SEDIMENT BASIN #3 1,631 0.037 S&EC MEASURES � / / / / / I 1 / � � � � � � � � ui 10 10 10 ----�--� F F F F F F F F F F F F F F -__ -�__ /\ I I I F F F F F F F F F F F F F F F F F F \\ �V \i �'•. \ \ \ w \\oz DATE 07/31/19 DRAWN BY B. INGE / \ I ' / / II \ \\\ • DESIGNED BY / / �I / \ I I \ / \ �\\ \ mR \ \ \� \/\ \ \\ • B. INGE CHECKED BY _ / I I \ \\ / / • - - SEDIMENT BASIN #1 / II\ I I I / \\� K. ROBER- \ I I \ \\ \ • SCALE / / i // \ / / I • • _ / / / 1" = 200' / / I— - — — — — — — — — — — — — - - - - - - ONE 2 - - - - - - - - - - BUFFER IMPA EXISTING WETLANDS - RIPARIAN — BUFFER \ \-----�-�- �o _ L \\\\_ _==���N������ 10 \ EXISTING POND / Q o w _ PERMANENT ZONE 2 �_ 1- Lu z W BUFFER IMPACT z o - SEDIMENT BASIN #3 a / NAD 83 SCALE 1"=50' LEGEND 100' WETLANDS IMPACT PERMANENT ZONE BUFFER IMPACT — / / ✓ / / / / / / / / / \ \ / / / \ \ \ \ PERMANENT ZONE BUFFER IMPACT IOB NO. 42392 TEMPORARY ZONE 2 BUFFER IMPACT SHEET NO. / / \ TIMMONS GROUP YOUR VISiON ACHIEVED THROUGH OURS. Mr. James Lastinger US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Dear Mr. Lastinger, 5401 Trinity Road, Suite P 919.866.4951 102 F 919.859.5663 Raleigh, North Carolina www.timmons.com August 8, 2019 Electronic submission via email Re: Adam's Vineyards Request for Additional Information Wake County, North Carolina Applicant: Stancil Builders, Inc 466 Stancil Road Angier, North Carolina Timmons Group received USACE's Request for Additional Information (RAI) via email on July 12, 2019. In response to the RAI, please find below the numbered responses that correspond to the USACE observations and comments. For clarity, the specific information requests in your email have been restated below in italics with the responses following in plain text. 1) Based on the submitted PJD request and site visit on March 26, 2019 requested impacts do not match aquatic features on site. Proposed impacts within the PCN indicate open waters, based on the delineation and site visit proposed impacts to aquatic features are wetlands within an existing drained pond. Please adjust these within the PCN to accurately reflect proposed impacts on site. The proposed project requires 2,577 linear feet of road construction, resulting in a permanent impact of 0.205 -acres of a PEM wetland along the proposed road to be named Cabernet Franc Drive. Per DWR guidance, Neuse River Buffers were measured off of the delineated former pond boundaries. Per these boundaries, the aforementioned impacts for the Cabernet Franc Drive road crossing and associated grading will involve a total of 0.121 -acres of permanent Zone 1 buffer impacts and 0.078 -acres of permanent Zone 2 buffer impacts. The road crossing will involve the installation of a 30 -inch Reinforced Concrete Pipe (RCP) culvert, which will be countersunk underneath Cabernet Franc Drive to maintain the hydrologic connection between the up gradient and down gradient portion of the EERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES SERVICES drainage system. The culvert outfall is designed with an energy dissipater pad constructed of class B riprap. An additional 0.015 -acres of permanent Zone 2 buffer impacts associated with grading for Grenache Lane will occur. Temporary impacts associated with the project will include 0.150 -acres of temporary Zone 2 buffer impact for temporary sediment and erosion control measures at two locations, Sediment Basin #1 (totaling 0.113 -acres) and Sediment Basin #3 (totaling 0.037 -acres). The temporary impacts consist of sediment basins, which are required to satisfy sedimentation and erosion control requirements without disturbing areas with useable septic soil. At the conclusion of construction, the sediment basins will be removed per the basin removal sequence on the construction drawing set (Sheet C5.0). The contractor will then complete fine grading and perform seedbed preparation, seed, and mulch all disturbed areas within 7 days per the ground stabilization schedule on the construction drawing set (Sheet C5.0). Please see the revised impact tables below for a summary of proposed impacts. D.2. Wetland Im acts 2a. Site # 2a1 Reason 2b. 2c. Type 2d. 2e. 2f. Type of 2g. Type Temp Impact of W. W. Forested Jurisdiction Impact Name e s . ft. name I Allowable area Road No 5,282 3,380 Franc Drive Crossing/Grading Road Headwater A per N/A Yes Cabernet Franc Crossing/Grading P Forest (PEM) No Both 0.205 Drive Sediment ir D.6. Buffer Impacts Impact Name 6b. Impact 6c. Per or 6d. 6e. Buffer 6f. Zone 6g. Zone 2 Total Combined Buffer Impacts 5,282.00 Type Temp Stream mitigation 1 impact impact (sq. Name required s . ft. ft.) Cabernet Allowable Per N/A No 5,282 3,380 Franc Drive Grenache Allowable w. per N/A Yes 0 652 Lane Mitigation Sediment Basin 1 Exempt Temp N/A No 0 4,911 Sediment Basin 3 Exempt Temp N/A No 0 1,631 ' D.6h. Total Buffer Impacts Zone 1 Zone 2 Total Temporary Impacts 0.00 6,542.00 Total Permanent Impacts 5,282.00 4,032.00 Total Combined Buffer Impacts 5,282.00 10,574.00 2) Proposed impacts are greater than 0.1 acre of wetlands on site. Per the NWP conditions a mitigation proposal is required for wetland losses greater than 0.1 acre. No mitigation proposal was submitted with the PCN. Please submit a mitigation proposal for wetland impacts associated with this project. The applicant proposes to provide 2:1 mitigation for impacts to 0.205 acres of wetland. Total compensation for the project is as follows: Wetland mitigation credits will be purchased using the Neu -Con Wetland & Stream Umbrella Mitigation Bank at ratios of 2:1 for PEM wetland impacts (0.205 acres x 2 = 0.41 acres) for a total of 0.41 acre of riparian wetland mitigation credits. Additionally, the proposed project involves 652 -sq. ft. (0.015 -acres) of permanent impact to Zone 2 Buffer areas resulting from road impacts not associated with a stream crossing. Therefore, Zone 2 Buffer mitigation for this impact is required at a 1.5:1 ratio. Therefore, the applicant proposes to purchase additional mitigation credits using the Neu -Con Wetland & Stream Umbrella Mitigation Bank for a total of 978 -sq. ft. of Zone 2 Buffer. Please see the attached Statement of Availability Letters from Caitlan B. Parker of Resource Environmental Solutions, LLC. Please contact Lauren Norris -Heflin at (919) 866-4943 or lauren.norris-heflin@timmons.com if you have questions concerning the information that is provided. Sincerely, Timmons Group Lauren Norris -Heflin Environmental Scientist II Attachments 1. Adams Vineyards Impact Maps 2. Adams Vineyards Construction Drawings 3. EBX-Neuse I, LLC Stream and Wetland Banks; Statement of Availability July 26, 2019 4. EBX-Neuse I, LLC Buffer Mitigation Banks; Statement of Availability August 2, 2019 CC Stephanie Goss, NC DENR