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HomeMy WebLinkAboutSAW-2024-00510 NWP 39 Verification.pdfDEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT CHARLOTTE FIELD OFFICE 8430 UNIVERSITY EXECUTIVE PARK DRIVE SUITE 615 CHARLOTTE NORTH CAROLINA 28262 June 27, 2024 Regulatory Division SAW-2024-00510 Sent Via email: mgorman@sjpproperties.com Michael Gorman SJP Properties 389 Interpace Parkway Parsippany, New Jersey 07054 Dear Mr./Ms. Gorman: This letter is in response to the Pre -Construction Notification (PCN) you submitted to the Wilmington District, Charlotte Field Office on April 22, 2024, for a Department of the Army Nationwide permit (NWP) verification. This project has been assigned the file number SAW-2024-00510 and is known as Grace Church Road. This file number should be referenced in all correspondence concerning this project. A review of the information provided indicates that the proposed work would include the construction of an industrial development, resulting in one stream crossing. The project area for this determination includes an approximately 35 acre area which is illustrated on the enclosed site plans/maps. The project/review area is located in the Yadkin Pee Dee basin; at 555 Grace Church Road, in Salisbury, Rowan County, North Carolina, at Latitude 35.616900 and Longitude-80.541600. We have determined that the proposed work is authorized by Nationwide Permit 39 pursuant to authorities under Section 404 of the Clean Water Act (33 U.S.0 § 1344). The proposed work must be accomplished in strict accordance with the general permit conditions, any regional conditions, the application materials, and the enclosed plans. If the extent of the project area and/or nature of the authorized impacts to waters are modified, a revised PCN must be submitted to this office for written approval before work is initiated. Any violation of permit conditions or deviation from your submitted plans may subject the permittee to enforcement action. This verification is valid until March 14, 2026, unless prior to this date the subject NWP(s) is suspended, revoked, or is modified such that the activity no longer complies with the terms and conditions of this NWP. If you commence or are under contract to commence this activity before the date that the relevant NWP is modified or revoked, you will have 12 months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this NWP. 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 Resources (telephone 919-807-6300) to determine Section 401 requirements. This NWP verification does not preclude the necessity to obtain any other Federal, State, or local permits, licenses, and/or certifications, which may be required. If you have any questions related to this verification or have issues accessing documents referenced in this letter, please contact Amber Lipsky, Regulatory Specialist of the Charlotte Field Office at (704)962-6947, by mail at the above address, or by email at amber.l.lipsky@usace.army.mil. Please take a moment to complete our customer satisfaction survey located at https://regulatory.ops.usace.army.mil/customer-service- survey/. Sincerely, Amber Lipsky Regulatory Specialist Enclosures Cc (w/enclosures) Jennifer Robertson, Atlas Environmental, Inc (via jobertson@atlasenvi.com) Andrew Pitner, NCDEQ (via andrew.pitner@deq.nc.gov) Compliance Certification Form File Number: SAW-2024-00510 County: Rowan Permittee: SJP Properties, Michael Gorman Project Name: Grace Church Road Date Verification Issued: 6/27/2024 Project Manager: Amber Lipsky 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: Amber Lipsky Charlotte Field Office 8430 University Executive Park Drive Suite 615 Charlotte, North Carolina 28262 or amber. 1.1ipsky@usace.army.miI 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. hereby certify that the work, and mitigation (if applicable), authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit including any general or specific conditions. Date Authorized Work Started: Completed: Describe any deviations from permit (attach drawing(s) depicting the deviations): *Note: The description of any deviations on this form does not constitute approval by the Corps. Signature of Permittee Date Temporary Impact S2: 20 LF � (0.001 acres) CH 100 Pump Around Impact S1: 143.7 LF V `Q n, f— (0.008 acres) CH 100 rro...�� Road Crossing TL PROPOSEDVA BUILDING AREA Temporary Impact S3: 20 LF (0.001 acres) --7 PROPERTY BOUNDARY CH 100 EEE Pump Around GRACE CHURCH RD INDUSTRIAL STREAM IMPACT OVERALL CLIENT: SJP PROPERTIES LOCATION: SALISBURY, NC DATE: 3/28/24 DRAWN BY: JT SHEET: 1 JOB NUMBER: J-31296.0001 REVIEWED BY: RY SCALE: 1" = 300' T THOMAS HUTTON 1020 Euclid Avenue Charlotte, NC 28203 980.201.5505 www.thomasandhutton.com I 753 NOTE: / BURY CBC 1 0' BELOW v EXISTING GRADE / �'S2 „, h^ Temporary Impact S2: 20 LF (0.001 acres) CH 100 Pump Around HW #Q1 TW: 754 55 I INV IN: 748 05 (E) i Impact S1: 143.7 LF (0.008 acres) CH 100 Road Crossing h / 17D or mr mrI �I rr �tillll 3 d- \ I N I s / I 01 E IIIII, I � s l l W jfQ2 i — TW: 755 50 I INV OUT: 749 00 M � �� �� 11111111111 I I I �,XqS f F _ / EXISTING STREAM I / IP (INTERMITTENT) JL / Temporary Impact S3: 20 LF (0.001 acres) CH 100 Pump Around I I I I I NOTE: REFER TO BYPASS / PUMPING DETAIL FOR CULVERT INSTALLATION. GRACE CHURCH RD INDUSTRIAL STREAM IMPACT AREA ENGLARGEMENT CLIENT: SJP PROPERTIES LOCATION: SALISBURY, NC DATE: 3/28/24 DRAWN BY: JT SHEET: 2 JOB NUMBER: J-31296.0001 REVIEWED BY: RY SCALE: 1" = 30' T THOMAS IR - & HUTTON 1020 Euclid Avenue Charlotte, NC 28203 980.201.5505 www.thomasandhutton.com NOTE: BURY CBC 10' BELOW EXISTING GRADE 770� W O LoO o 765 �z 760 S 3z 755 750 745 Ir loll PVC 740 i 3 0) 770 O f� Ocm Lf) 0 765 3 3> S �z 2" 760 PVC PROPOSED SURFACE 755 EXISTING SURFACE 750 Y 745 -114LF8'X4.5'CBC 0 0.83% " PVC 740 -0+26+00 1+00 2+00 2+50 CULVERT CROSSING #1 STATIONS: -0+25 - 2+50 SCALE: HORZ.: 1" = 100' VERT.: 1" = 10' GRACE CHURCH RD INDUSTRIAL STREAM IMPACT PROFILE CLIENT: SJP PROPERTIES LOCATION: SALISBURY, NC DATE: 3/15/24 DRAWN BY: JT SHEET: 3 JOB NUMBER: J-31296.0001 REVIEWED BY: RY SCALE: 1" = 100' T THOMAS FqH—U T T 0N 1020 Euclid Avenue Charlotte, NC 28203 980.201.5505 www.thomasandhutton.com 2 STREAM SURFACE FLOW pnIERSgH SURFACE FLOW DrvERSKIN NOTES- I. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED I YEAR), 2. AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR PEAK FLOW WITHOUT OVERTOPPING. 3, ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET OF THE CROSSING STRUCTURE IS NON -EROSIVE FOR THE RECEIVING STREAM CHANNEL 4, ADDITIONAL MEASURES MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR OR CITY ENGINEER BASED ON SITE SPECIFIC CONDITIONS. �s �u.�rFn m n• e arwnx RP RAP PRONIIE plpE S1I NIViS, 9LCPE �ND MATERIAL FOR EACH MS9N6. GRACE CHURCH RD INDUSTRIAL STREAM IMPACT DETAILS CLIENT: SJP PROPERTIES LOCATION: SALISBURY, NC DATE: 03/11/2024 DRAWN BY: JT SHEET: 4 JOB NUMBER: J-31296.0001 REVIEWED BY: RY SCALE: NTS NOT TO T THOMAS HUTTON 1020 Euclid Avenue Charlotte, NC 28203 980.201.5505 www.thomasandhutton.com 2 ENERGY DISSIPATION FLOW IMPERVIOUS DIKE DEWATERING DEVICE NOTE: ANCHOR ALL PUMPS AND PIPES SECURELY DISCHARGE HOSE SUCTION HOSE FI-0_ ��� TOP OF BANK WORK AREA BYPASS PUMPING GRACE CHURCH RD INDUSTRIAL STREAM IMPACT DETAILS CLIENT: SJP PROPERTIES LOCATION: SALISBURY, INC DATE: 03/11/2024 DRAWN BY: JT SHEET: 5 JOB NUMBER: J-31296.0001 REVIEWED BY: RY SCALE: NTS T THOMAS HUTTON 1020 Euclid Avenue Charlotte, INC 28203 980.201.5505 www.thomasandhutton.com e\ ww Ez cam \ \ ' i'—_ 'v.— �' �� � � �_��_` � -__• _— � :�{i,�/.,tee. �� �*��•\�\..���.'\ p S\�\�``,\ \\\�\�ciSC�\ \ \ \ \ \\ `�--���_�_` \�_%Z� � 1 J \ j I �—// __v�v� 1(t II/////// ////I// �--�--�—� �\\ \\\\\r\�� \^—/�\ I I III I/ �/1` — ��� — �?r✓l�r-%—� —?—\�—� �\I�� -\1 \\ 1 ( l 1/ / //<' <— �/— '•/l" \\,IIII/ %\B — \\Illll//iil NO REVISIONS BY DATE T THOMAS H HUTTON 1020 Euclid Avenue Chadoffe, NC 28203 980.201.5505 —thomo:aedhunoa.00n, OVERALL PAVING, GRADING 81 DRAINAGE PLAN GRACE CHURCH ROAD INDUSTRIAL PROJECT LOCATION: GRACE CHURCH RD SALISBURY, NC 28147 CLIENT/OWNER: SJP PROPERTIES 3891NTERPACE PARKWAY P AR SIPPANY, NJ 07054 '� 20 0 60 120 GRAPHIC SCALE: 10FEET