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Home My WebLink About20220501 Ver 1_USACE Permit_20220601Strickland, Bev From: Phillips, George L CIV USARMY CESAW (USA) <George.L.Phillips@usace.army.mil> Sent: Wednesday, June 1, 2022 10:45 AM To: Ray, Jacob Cc: Cohn, Colleen M Subject: [External] Six Forks Offsite Stormwater Project / Raleigh / Wake County / SAW-2021-00543 / NWP 18 Verification Attachments: SAW-2021-00543-NWP 18 Verification.pdf; NWP-18.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Mr. Ray, Please see the attached nationwide permit verification for the above referenced project. A hard copy will not be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action. Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit. Lyle Phillips Regulatory Specialist US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 554-4884, Ext. 25. Fax: (919) 562-0421 Email: George.L.Phillips@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this site and complete the survey. i U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2021-00543 County: Wake U.S.G.S. Quad: NC -Raleigh West GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Permittee: City of Raleigh Jacob Ray Address: 222 West Hargett Street Raleigh, NC 27601 Size (acres) 4.7 acres Nearest Town Raleigh Nearest Waterway UT to Mine Creek River Basin Neuse USGS HUC 03020201 Coordinates Latitude: 35.852676 Longitude:-78.644594 Location description: The proiect site is west of Six Forks Road and north of Wimbleton Drive in Raleigh, Wake County, North Carolina. Description of projects area and activity: This verification authorizes the permanent discharge of fill material within 72 linear feet (0.0029 acres) of stream channel, the permanent discharge of fill material resulting in no loss of waters within 12 linear feet of stream channel and the permanent discharge of fill material within 0.031 acres of wetlands. Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344) ❑ Section 10 (Rivers and Harbors Act, 33 USC 403) Authorization: NWP 18. Minor Discharges SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached Conditions, your application signed and dated 3/28/2022, the ensuing administrative record and the enclosed plans. 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 and/or regional general permit authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general 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 and/or regional general 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 and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the date of the nationwide and/or regional general 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 Resources (telephone 919-807-6300) to determine Section 401 requirements. For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808. 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 George Lyle Phillips III at (919) 554-4884 X25 or George.L.Phillipsna usace.army.mil. �jezrr^ye- LyCe- pkdi�k 111 Corps Regulatory Official: Expiration Date of Verification: 3/14/2026 Date: 6/1/2022 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://corpsmapu.usace.army.mil/cm_apex/Pp=13 6:4:0 Copy furnished: Colleen Cohn — NCDEQ-DWR — 3800 Barrett Drive, Raleigh, NC 27609 Action ID Number: SAW-2021-00543 County: Wake Permittee: City of Raleigh, Jacob Ray Project Name: Six Forks Offsite Stormwater Project Date Verification Issued: 6/1/2022 Project Manager: George Lyle Phillips III 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: George Lyle Phillips III Raleigh Regulatory Office U.S Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 or George.L.Phillips@usace.army.mil 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 0- 0- 00 EQ 0 CL O LL_ Lc� O 0 N i co L L 0 L w Q O w L� 0 N � 0 \ L+ CAI 7 r�-)n-T) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH STANDARDS, SPECIFICATIONS, AND GUIDELINES. Item Quantity Number of Lot(s) 7 Lot Number(s) by Phase N/A Number of Limits N/A Livable Buildings N/A Open Space N/A Number of Open Space Lots N/A Public Water (LF) N/A Public Sewer (LF) 484 Public Streets (LF) - Partial N/A Public Streets (LF) - Partial N/A Public Sidewalk (LF) N/A Street Signs (LF) N/A Water Service Stubs N/A Sewer Service Stubs N/A Number of New Water Services N/A No. of Relcated Water Services N/A THE CITY OF RALEIGH ENGINEERING SERVICES DEPARTMENT ES 2021-XX SIX FORKS ROAD OFFSITE DRAINAGE IMPROVEMENTS PERMITING PLAN SET TYPE OF WORK: GRADING, DRAINAGE, AND UTILITY RELOCATION Site Feature Description Wetland Impacts Stream Impacts Temporary Permanent Temporary Temporary (Stabilization) Permanent Ft^2 Acre Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre 1 Stream: UTto Mine Creek Sanitary Sewer Improvements 2 Stream: UTto Mine Creek Stormwater Conveyance 11.5 64.7 < 0.01 71.5 125.7 < 0.01 3 Wetland Stormwater Conveyance 1331.9 0.03 Project Total i 1 1 11331.910.03 1 1 1 1 11.5 1 64.7 1 < 0.01 1 71.5 1 125.7 Site Feature Description Buffer Impacts- Zone 1 Buffer Impacts -Zone 2 Temporary Permanent Temporary Permanent Ft^2 Acre Ft^2 Acre Ft^2 Acre Ft^2 Acre 1 Stream: UTto Mine Creek Sanitary Sewer Improvements 2944.6 0.07 1784.7 0.04 2 Stream: UTto Mine Creek Stormwater Conveyance 475.6 0.01 1497.7 0.03 91.3 <0.01 430.9 0.01 3 Wetland Stormwater Conveyance Project Total 475.E 1 0.01 1 4442.3 1 0.10 1 91.3 1 < 0.01 12215.610.05 4- \X S GREEN ELEVENTARY ( \ k \\k SCHOOL (W/QPSS) \A, APP , OX. PROJEC C � I N I R. 622 WIMBLETON DR.602 WIMBLETON D ' PpNO L I / 582 WIMBLETON DR. �- WIMBLETON DRIVE N.T.S. X x +� � EX KTLAN iE TTTTTT111111'''"' �•'•' �µ I' I' I' I' i i 562 WIMBLETON DR. GRAPHIC SCALESI 12;C ;C8601 SIX FORKS ROAD, FORUM 1, SUITE 700 ALEIGH, NORTH CAROLINA 27615-3960 NC LICENSE NO. F-0112 1-888-521-4455 OR 919-878-9560 20 10 0 20 40 PLANS CITY OF RALEIGH FOR CONTACT CITY OF RALEIGH 20 10 0 20 40 LETTING DATE: Jeff Meador, P.E. Chad Cantrell, PE, CFM PROJECT MANAGER PROFILE (HORIZONTAL) 8 4 0 8 16 Doug Keller, P.E. PROJECT ENGINEER PROFILE (VERTICAL) 542 WIMBLETON DR. SIGNATURE: PROJECT ENGINEER P.E. MARY-ANN BALDWIN MAYOR -1 pF RAC s ti � ARo NOTE: 0 F MA 1OO-YEA4'\FLOODF4AIN ° BO ND l S EXIST ON THk PROJECT WAKE COUNTY P R NO.37201 06OOJ f._.12106) ° U l T /ON ST RE MS, W ET� DS AND \ BOARD OF EDUCATION BUFF RS SHOWN�ON THE PL S D B 13625 PG 1724 HAVE e N V RIFIED BY THE U.S. A I P B 2 014 P G 16 61 CORPof ENCI FRS. pdti 60b --- w 411 412 �7 410 II � 406 _ 410 - ° ' II 4pS = ------------ 40 1 --- ------------- I I X 402 I I 400 ° II ° NI I E 2 PERMANENT ° I I --STRCAM-�- - ACT I- 0.00 SDMH TOP=412°89' S H INV OUT=40 7' \ TOP 413° \ PONDh'RISER Q NV 1=401°70' COO NcE I V O = 4 0 3 2 SEC SE I 410 ON .l� ' Ste, -r- =yes �� - ♦ • i RL iM ft7 /irk p �� •.MAP r'•t� ��jti p-\� .�• II�IIII 420 415 410 405 R11 395 390 385 0+00 KEY _ JURISDICTIONAL STREAM JS WETLAND BOUNDARY WEB W C) RIPARIAN BUFFER LIMIT - ZONE 1 BZ 1 PERMANENT STREAM IMPACTS 'N - PERMANENT WETLAND IMPACTS v RIPARIAN BUFFER LIMIT ZONE 2 BZ 2 � 1 F4 W A TOP OF STREAM BANK TB TEMPORARY STREAM IMPACTS g5"____-_-- SPHA� A O W i n 0 i � 0 ~ LLJ X C-'��LLJ 0 V) II \ II Q • a 11 11 z LLJ b�'��p �+ L LJ v j _-- -_---- �i •-----+�--- ~ f Q Z U / / ___-TI ___ U0 W � o \ .•� j 1 I I (/) La LJ ea i, UJ Q �U \ \ 0 II = m 0 ° .•• \ M I Q \\ U \ II C = • v v �llr��trr) M v v l l �3ti LO CV 00 > t II II I -Qa 0 � ® I I III I � \ \ II II \ \ 11 II I \ \ I I I LL QiUj 4 0 0 U LL- CQ �plu IJ REMO E EXISTING RC FL >J I I z ENDSECTION 36" RC AND EXTE BY 4' AT EXISTINGz rD7S� SLOPE OF 1 % PROPOSED Q GROUNDL-I w it ry PROP. N TI N B ........ STA. 2 74.70 RIM EL = 416.77 ;; I .4 LW EX. 36" INV JN EL. = 411.70 INV OUT EL. = 406.64 INV. 36" ROP. HEADWALL 2+74.90 �'* -. I STA. --------- INV. EL. = 406.18- ss"LF - RCP --g o.5 % EXISTING 3.50/0 PROP. CONCRETE CRADLE GROUND i#0 01 PROP. SANITARY SEWER If 2' DROP AT GRADE 8" DIP INV. EL. +/- 403.75 11 ---�� 6" THIC FOR JUNCTION CONCRETE SLAB BOX 4% CONTROLSTRUC STA.1+33 URE _ � TOP ELEV = 401.1 BOTTOM ELEV = 3 RETAI -� 39.15 ING WALL 45 DEG INFLUENCE LINE PROPOSED CHA E TOP OF CLASS INR PLRAP 0.5% 2' DROP AT GRADE CONTROL STRU URE --- STA.40+00 ' BOTTOM ELEV = 93.44 COUR HOLE WITH CL II RIP RAP 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 420 LV W J 415 36" RC FES� 411.74' vJ 410 LL � I'z'' V W 20 0 20 40 0 Wz� 405 PLAN VIEW � Q 0 �11 395 390 3+25 Site Feature Description Wetland Impacts Stream Impacts Temporary Permanent Temporary Temporary (Stabilization) Permanent Ft-2 Acre Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre 1 Stream: UTto Mine Creek Sanitary Sewer Improvements 2 Stream: UTto Mine Creek Stormwater Conveyance 11.5 64.7 <0.01 71.5 125.7 <0.01 3 Wetland Stormwater Conveyance 1331.9 0.03 Project Total 1331.9 0.03 11.5 64.7 < 0.01 71.5 125.7 < 0.01 Q LL vJ DATE: 311412022 CADD TECH: CJP _ CHECKED BY: DMK REVISIONS NO. DATE INCOMPLETE PLANS DO NOT USE FOR R/ W ACQUISITION FOR REVIEW ONLY SCALES D® NOT USE FOR CONSTRUCTION HSCALE: 1 " = 20' R#fj%f VS PROD 1 " = 4' PROJECT P: (919) 878-9560 ES 2021-XX 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 SHEET NO. ALL CONSTRUCTION SHALL BE PER Engineers I Construction Managers I Planners I Scientists CITY OF RALEIGH STANDARDS, www.rkk.com SPECIFICATIONS, AND GUIDELINES Responsive People I Creative Solutions NOTE: 0 F MA 1OO-YEA4',FL00DF4AIN ° BO ND l S EXIST ON THk PROJECT WAKE COUNTY P R NO.37201 06OOJ (.-.12106) ° BOARD OF EDUCATION U l T/ON STRE MS,WET�DS AND \` BUF RS SHOON THE PL S DB 13625 PG 1724 HAVEWN\�e N v RIFIED 'BY THE U.S. ° P B 2 014 P G 16 61 COR of ENCI ERS. SDMH TOP=412°89' S INV OUT=40 7' H 0 \ T P 413° \ POND 1' RISER '' Q11 NV I=401 60p iiti I I SC� �� - 1 I IV1 RIV w S� 47o ZONE 2 ON - 4 1 " a -I I� ° - -•''-' 1 _ 0.010AC( 0.9SF 412 SITE 2 ° 410 PERMANI ° I I 4 ° ° -• '' W 8 -• -'- _ .:.ate._ how e11 = 00 •.� PAP 1101914 PIP INP. +��♦�i�In 0 �IN G��, 4F;0 ° T ° 0' 8°7 88° ' 420 415 410 405 R11 395 390 385 0+00 KEY 0 _ JURISDICTIONAL STREAM �S PERMANENT ZONE 1 IMPACTS W C) � RIPARIAN BUFFER LIMIT - ZONE 1 BZ 1 TEMPORARY ZONE 1 IMPACTS 'N ME E ji � ►�Ii � ��' � � � _ �, a �, . �.��><•_,m■ , . / : � FX,'� ' 2V � W,�� - • i i/ IJ REMO E EXISTING RC FL4LREDi >J i z ENDSECTION 36" RCP AND EXTEND BY 4' AT EXISTING z SLOPE OF 1 % PROPOSED Q GROUND LU ii ry PROP. JUNCTION BOX ..... STA. 2 74.70 RIM EL.= 416.77 i X 40 :4LW 36" INV JN EL. = 411.70 INV OUT EL. = 406.64 ozINV. 36" ROP. HEADWALL 2+74.90 -. I STA. --------- INV. EL. = 406.18- �* - ss"RCP --g o.5 % EXISTING 3.50/0 PROP. CONCRETE CRADLE GROUND i#0 01 ' PROP. SANITARY SEWER 2' DROP AT GRADE 8" DIP INV. EL. +/- 403.75 ---�� 6" THIC FOR JUNCTION CONCRETE SLAB BOX 4% CONTROLSTRUC STA.1+33 URE _ TOP ELEV = 401.1 BOTTOM ELEV = 3 RETAI -� 39.15 ING WALL 45 DEG INFLUE NCE LINE PROPOSED CHA E / TOP OF CLASS INR PLRAP I If 5% 2' DROP AT GRADE CONTROL STRU URE --- STA.40+00 ' BOTTOM ELEV = 93.44 COUR HOLE WITH CL II RIP RAP 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 RIPARIAN BUFFER LIMIT - ZONE 2 PERMANENT ZONE 2 IMPACTS � BZ 2 W � �4 W TOP OF STREAM BANK TB TEMPORARY ZONE 2 IMPACTS WETLAND BOUNDARY WLB� Q WW tI I / / � v I- II z it w Lj_ z LLJ0 Q F- LLJ 06 m UJ Q tJ = I3 0 ° Ld C� \ II C3 4", at \ \ II ('I \ \ I 11 cvco TY I A L `\ \ i `�� ao > G RAD I N Q I I I L1J - z II ,• J'\\ \\ II ii I CD vv vv ii II i U�Uj \\ I I I LL 4 11 J 0 O z LL \ o C \ o� U QCL 420 415 6" RC FES G11.74' 410 405 M 395 390 3+25 zo o zo ao PLAN VIEW Site Feature Description Buffer Impacts- one 1 Buffer Impacts -Zone 2 Temporary Permanent Temporary Permanent FtA2 Acre FtA2 Acre FtA2 Acre FtA2 Acre 1 Stream: UT to Mine Creek Sanitary Sewer Improvements 2944.6 0.07 1784.7 0.04 2 Stream: UT to Mine Creek Stormwater Conveyance 475.6 0.01 1497.7 0.03 91.3 <0.01 430.9 0.01 3 Wetland Stormwater Conveyance Project Total 475.6 0.01 14442.3 0.10 91.3 <0.01 2215.6 0.05 INCOMPLETE PLANS l)O NOT USE FOR R/ W ACQUISITION OR REVIEW ONLY DO NOT USE FOR CONSTRUCTION R#fj%f C P: (919) 878-9560 8601 Six Forks Road, Forum 1,Suite 700 Raleigh, North Carolina 27615-3960 NC License No. F-0112 ALL CONSTRUCTION SHALL BE PER Engineers I Construction Managers I Planners I Scientists CITY OF RALEIGH STANDARDS, www.rkk.com SPECIFICATIONS, AND GUIDELINES Responsive People I Creative Solutions 00 �z LLz L M� J W vJ � wIz''' O � W O LL vJ DATE: 311412022 CADD TECH: CJP _ CHECKED BY: DMK REVISIONS NO. DATE SCALES HSCALE: 1 " = 20' VSCALE: 1 " = 4' PROJECT ES 2021-XX SHEET NO