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HomeMy WebLinkAbout20190900 Ver 2_Modification Request_20210721Strickland, Bev From: Miller, Vickie M. (Raleigh) <Vickie.Miller@hdrinc.com> Sent: Wednesday, July 21, 2021 4:37 PM To: Gibby, Jean B CIV USARMY CESAW (USA); Williams, Andrew E CIV USARMY CESAW (USA); Homewood, Sue Cc: Garvey, Jackson Subject: [External] City of Greensboro Waterline Loop Project - Request for Permit Modification Attachments: Greensboro Loop Modification Request_7_21_2021.pdf; 2021 Updated Exhibits (003).pdf Follow Up Flag: Follow up Flag Status: Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Good afternoon all, I had mentioned a little while back that we would have a modification on the Greensboro water/sewer line loop project. I finally received the information and have attached the files to this email for your review. In general, there are five sites where we were previously planning to avoid by jack and boring pipes under the streams but in the first location the contractor has encountered rock that is extremely hard and they have not been able to complete a jack and bore. As they move along they are still intending to use jack and bore where it is possible but they wanted to request the modification in case they encounter rock at the other crossings. Please let me know if you need additional information beyond the attached cover letter and the updated exhibits. Thank you, Vickie Vickie Miller, AICP, PWS D 919.232.6637 M 919.559.2632 hdrinc.com/follow-us 1 July 21, 2021 Mrs. Jean Gibby / Mr. Andrew Williams U.S. Army Corps of Engineers Raleigh Regulatory Office 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587 Ms. Sue Homewood N.0 Division of Water Resources 401 & Buffer Permitting Unit 512 North Salisbury Street Raleigh, NC 27604 Subject: Request for Modification to Nationwide Permit Nos. 12 and 13 (SAW- 20019-01356) / General Water Quality Certification Nos. 3884 and 3885 (DWR # 20190900) City of Greensboro Proposed Southeast Feeder Main and Liberty Road Sewer Force Main Guilford County, North Carolina To Whom It May Concern: HDR, on behalf of the City of Greensboro (City), requests modification to the existing Section 404 Nationwide Permit Numbers 12 and 13 and Section 401 Water Quality Certification Numbers 3884 and 3885 for construction activities associated with the Proposed Southeast Feeder Main and Liberty Road Sewer Force Main project (Project) in Guilford County. The original Section 404 Permit (Action ID SAW-2019-01356) is dated September 19, 2019 and the Section 401 Water Quality Certification (Number 20190900) is dated September 16, 2019. There have been no previous modifications to these permits. This project is currently under construction. Explanation of Permit Impact Site Modifications Being Requested This modification request is due to changes requested for construction methods. During construction the contractor encountered an issue with trying to install the bore pits for a bore and jack at Big Alamance Creek on Sheet 03X.19. While trying to install the bore pit they encountered rock that is extremely hard and were not able to successfully dig the bore pit for the bore and jack. In order to install the water line at this location they are requesting to open cut the stream similar to the majority of the crossings on the project. 555 Fayetteville Street Suite 900 Raleigh, NC 27601-3034 (919) 232-6600 July 20, 2021 Page 2 In addition to this location, there are four other locations where a bore and jack was planned to be used for stream crossings. These occur on plan sheets 03X-11, 03X-14, 03X-16, and 03X-06. The current plan for those locations is to attempt digging the bore pits and using a bore and jack but if that is not successful the contractor would like to be able to proceed with the open cut methods like the remaining streams on the project. The modification results in 155 linear feet of additional permanent impact to streams due to bank stabilization following construction. Permanent stream crossings are not required at these locations due to access being available along NC Highway 62 and Liberty Road. The contractor is aware of the conditions necessary for open cut trenching and would make sure they use appropriate dewatering measures and install the necessary sediment and erosion control in order to avoid additional impacts to the streams. Please see the enclosed revised permit drawings and updated impact summary sheets which reflect the changes in impacts as well as the following table which describes the impacts. Additional Permit Impacts The following table illustrates the additional impacts beyond those that were previously provided in the electronic PCN and Modification Request. Stream impact number - Permanent (P) or Temporary (T) Type of Impact Stream Name Perennial or Intermittent Type of Jurisdiction Average Stream Width (feet) Impact Length (linear feet) S-C-180-3 (Sheet 03X 06) P Open Cut Trenching (coffer dam, dewatering, excavation, pipe installation, backfilling)/ Bank Stabilization Polecat Creek Perennial USACE & DWR 20 25 S-C-181-6 (Sheet 03X 11) P Open Cut Trenching (coffer dam, dewatering, excavation, pipe installation, backfilling)/ Bank Stabilization Unnamed Tributary Perennial USACE & DWR 7 25 July 20, 2021 Page 3 Stream impact number- Permanent (P) or Temporary (T) Type of Impact Stream Name Perennial or Intermittent Type of Jurisdiction Average Stream Width (feet) Impact Length (linear feet) S-A-181-9 (Sheet 03X-14) P Open Cut Trenching (coffer dam, dewatering, excavation, pipe installation, backfilling)/ Bank Stabilization Unnamed Tributary Perennial USACE & DWR 7 25 S-A-181-4 (Sheet 03X-16) P Open Cut Trenching (coffer dam, dewatering, excavation, pipe installation, backfilling)/ Bank Stabilization Climax Creek Perennial USACE & DWR 12 40 S-A-180-1 (Sheet 03X-19) P Open Cut Trenching (coffer dam, dewatering, excavation, pipe installation, backfilling)/ Bank Stabilization Big Alamance Creek Perennial USACE & DWR 16 40 Thank you for your assistance with this project. If you have any questions or need additional information, please contact me at (919) 232-6637 or vickie.miller@hdrinc.com. Respectfully, HDR Engineering, Inc. of the Carolinas Vickie Miller Sr. Project Manager Attachments: Revised Wetland and Stream Impact Sheets cc: Jan Stewart - Engineering Manager, City of Greensboro Brian Boyd — Project Manager, City of Greensboro Matt Watt, PE - HDR (°/ ) S) , /// j NC HWY 62 U nka31% KEYMAP Wetland Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Area (AC) Temporary Impact Area (AC) WS6.1 W-C-180-1 CLEARING 0.00 0.01 Total 0.00 0.01 Intermittent Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) SS6.1 S-C-180-2 TEMPORARY CROSSING, BANK STABILIZATION 29 0 SS6.2 - S-C-180-2 TEMPORARY CROSSING, BANK STABIILIZATION 33 0 Total 62 0 Perennial Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-C-180-3 TEMPORARY CROSSING, BANK STABILIZATION 25 0 Total 25 0 WS6 = /_%//� /iii////�///; yf / tzair y -' • v` -ti v�� tern it , NC HWY 62 T 4voz 'r5 g- n /////y INTERMITTENT STREAM / S-C-180-2 / / 0 I SCALE: 1" = 200' 400' SS6.2 INTERMITTENT AM --S-C-180-2 N Q Gam' LEGEND EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM - - - - - - EXISTING INTERMITTENT STREAM TEMPORARY WETLAND IMPACT PERMANENT WETLAND IMPACT PERMANENT STREAM IMPACT (COG STD. 214 - SEE 03X-03) FM FM z _ _ )) yy\� i,ll 1 V\ \� v---� -m t � _nr t �� iiLt �� •y�--�! 1� ..77 — �7 ^� i/Lj/t-�//; �1 ram— 1 II TEMPORARY STREAM IMPACT (COG STD. 213 - SEE 03X-04) PROPOSED SEWER MAIN PROPOSED WATER MAIN r o" F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 PROPOSED SOUTHEAST FEEDER MAIN AND LIBERTY ROAD SEWER FORCE MAIN JURISDICTIONAL IMPACTS DATE SHEET 05/31/2018 03X-06 N.C.B.E.L.S. License Number: F-0116 LEGEND 'A. NC HWY 62 KEYMAP Perennial Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-C-181-6 TEMPORARY CROSSING, BANK STABILIZATION 25 0 Total 25 0 l / ///// _ \a �l /ll�ll// �1� J/,/,/ / / //� //i//� _ `� - ///// ill/ 0 200' 400' SCALE: 1" = 200' EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM — — — — — — EXISTING INTERMITTENT STREAM Fll for-4 1iII° uV '\-✓�� \\ \v/ \fir TEMPORARY WETLAND IMPACT PERMANENT WETLAND IMPACT PERMANENT STREAM IMPACT (COG STD. 214 - SEE 03X-03) TEMPORARY STREAM IMPACT (COG STD. 213 - SEE 03X-04) PROPOSED SEWER MAIN PROPOSED WATER MAIN / ( 0 F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 PROPOSED SOUTHEAST FEEDER MAIN AND LIBERTY ROAD SEWER FORCE MAIN JURISDICTIONAL IMPACTS DATE SHEET 05/31/2018 03X-11 N.C.B.E.L.S. License Number: F-0116 • ''' l% ' ': / �. /�; % NC HWY 62 KEYMAP TT// //// //, ill/ �J/1/i -. /l tY\ i I I I 1 \ I I I I 1 I I I Perennial Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-A-181-9 TEMPORARY CROSSING, BANK STABILIZATION 25 0 0 S-A-181-8 NONE 0 0 0 S-B-190-1 NONE 0 0 Total 25 0 III N/1''5 IMPACTS ON THIS SHEET ARE WITHIN THE HAW RIVER SUBASIN (CAPE FEAR 02) PERENNIAL STREAM S-B-190-1 / �IJ PERENNIAL STREAM S-A-181-9 LEGEND EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM — — — — — — EXISTING INTERMITTENT STREAM FM \`\\\\ \ ` \\ ` 1 `� � �� � ✓ �j /�1/// j 1 \\��\ \\\\\\\ \\\����'� /�� \`\\ \) \\\\\\( PERENNIAL STREAM S-A-181-8 200' 400' SCALE: 1" = 200' N TEMPORARY WETLAND IMPACT PERMANENT WETLAND IMPACT PERMANENT STREAM IMPACT (COG STD. 214 - SEE 03X-03) TEMPORARY STREAM IMPACT (COG STD. 213 - SEE 03X-04) PROPOSED SEWER MAIN PROPOSED WATER MAIN / I (1 (I ( l II/l1)/1/)/l/ I / // / ///l / HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 PROPOSED SOUTHEAST FEEDER MAIN AND LIBERTY ROAD SEWER FORCE MAIN JURISDICTIONAL IMPACTS DATE SHEET 05/31/2018 03X-14 N.C.B.E.L.S. License Number: F-0116 Wetland Impacts 124, /�� %• • NC HWY 62 KEYMAP IMPACTS ON THIS SHEET ARE WITHIN THE HAW RIVER SUBASIN (CAPE FEAR 02) \_\ I/y ��\�\\ �11°�\ N R NT 1 \\ �I tta• "IC_ NI Ihp,,..°N1 1 E 11 ' "b...' --, 74 1l'1 ,ir .. 's._. — n.Irig —., ` \ \ 1► ',0 1 \\\�\\\\'1FiI\���� ��T �,c�1i�_ gr'i \ 1 1 1 \ I I L1BERiY RD Impact Site Feature ID from PJD Impact Type Permanent Impact Area (AC) Temporary Impact Area (AC) WS16.1 W-B-181-5 CLEARING 0.04 0.04 Total 0.04 0.04 Perennial Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-A-181-4 TEMPORARY CROSSING, BANK STABILIZATION 40 0 Total 40 0 Intermittent Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-A-181-6 NONE 0 0 0 S-A-181-3 NONE 0 0 Total 0 0 (SR 3491 ( 0 200' > AM _______.i-. -_mot r. vre-,..-..—., .-..- t g WS 1 6. 1 .,96+ -,-- r.�_v 111 W-B-181-8 1 , 1 1 ; 11 e \ \ LEGEND EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM — — — — — — EXISTING INTERMITTENT STREAM SCALE: 1" = 200' 400' N 1* INTERMITTENT STREAM S-A-1q1-6 TEMPORARY WETLAND IMPACT PERMANENT WETLAND IMPACT PERMANENT STREAM IMPACT (COG STD. 214 - SEE 03X-03) TEMPORARY STREAM IMPACT (COG STD. 213 - SEE 03X-04) PROPOSED SEWER MAIN PROPOSED WATER MAIN At i >>n Frr /i./ HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 PROPOSED SOUTHEAST FEEDER MAIN AND LIBERTY ROAD SEWER FORCE MAIN JURISDICTIONAL IMPACTS DATE SHEET 05/31/2018 03X-16 N.C.B.E.L.S. License Number: F-0116 Perennial Stream Impacts LEGEND FOR CONTINUATION 'A. Sj%%'ail:. U ,kMM NC HWY 62 KEYMAP ji //)//) /Ylf_v_(10,,/ / w cn w w O \\\\I(// Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-A-180-1 TEMPORARY CROSSING, BANK STABILIZATION 40 0 Total 40 0 Intermittent Stream Impacts Impact Site Feature ID from PJD Impact Type Permanent Impact Length (LF) Temporary Impact Length (LF) 0 S-B-180-3 NONE 0 0 Total 0 0 ///)1l111)\\\\11 I LIBERTY RD (SR 3549) . , 0 IMPACTS ON THIS SHEET ARE WITHIN THE HAW RIVER SUBASIN (CAPE FEAR 02) co 1 y 1-1 z m l(($/11V(MIV ( 200' gas 400' N SCALE: 1" = 200' HEI net sR L' 2 INTERMITTENT STREAM S—B-180-3 FM TEMPORARY STREAM IMPACT (COG STD. 213 - SEE 03X-04) PROPOSED SEWER MAIN w PROPOSED WATER MAIN 1 \\\ L�s— V91(' i EXISTING WETLAND EXISTING POND EXISTING PERENNIAL STREAM — — — — — — EXISTING INTERMITTENT STREAM TEMPORARY WETLAND IMPACT PERMANENT WETLAND IMPACT PERMANENT STREAM IMPACT (COG STD. 214 - SEE 03X-03) FM 1/1z O IQ I ►t" M O O co IX cn W w cn I I= Q F)1 HDR Engineering Inc. of the Carolinas 555 Fayetteville Street, Suite 900 Raleigh, NC 27601 919.232.6600 PROPOSED SOUTHEAST FEEDER MAIN AND LIBERTY ROAD SEWER FORCE MAIN JURISDICTIONAL IMPACTS DATE SHEET 05/31/2018 03X-19 N.C.B.E.L.S. License Number: F-0116