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Home My WebLink About20140574 Ver 2_Modifications_20141009Mitchell Environmental, P.A. October 01, 2014 Mr. James Lastmger Ms Karen Higgins US Army Corps of Engineers NC DENR- Division of Water Resources Raleigh Regulatory Field Office 401 & Buffer Permitting Unit 3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street Wake Forest, North Carolina 27587 Raleigh, North Carolina 27604 v�- Re: Sunset Bluffs Subdivision Sewer Outfall Alignment Modification (] (� Fuquay - Varina, North Carolina (Wake County) _ tJ 1 USACE Action ID: SAW - 2013 -01898 D DWR # 14 -0574 O C T 0 9 2014 i t Mr. Lastmger and Ms Higgins: A Nationwide Permit 12 Verification was issued for the proposed Sunset Bluffs Subdivision sanitary sewer outfall July 17, 2014, and a corresponding 401 Water Quality Certification and Authorization Certificate was issued July 10, 2014 After these permits were issued, the sewer design engineer modified the sewer alignment in compliance with Town of Fuquay - Varina instructions The only alignment modification occurs in the segment that crosses the Basal Creek floodplam The sewer line and easement have been shifted approximately 15 feet south from their original location All other sewer outfall segments are unchanged from the permitted design Wetland and buffer impacts are reduced as a result of this modification, in comparison to permitted impacts Stream length impact remains unchanged, while stream area impacted will increase by 20 ftz Permitted impacts for this sewer segment are detailed in the table below, along with new impact totals resulting from the alignment modification, and the difference between permitted and new impacts. Permitted and new proposed impacts for modified sewer segment only, with difference between permitted and new proposed impacts Permitted, New, or Difference Permanent or Temporary Wetlands (ac) Streams (ft) Neuse Map an Buffers Zone 1 (ft) Zone 2 (ft') e �P -< a p.� -0 1817 12:2 2,037 1 °'1;358' 01'615 12:2' = :1;937:61291`` P = 0.0202 = r , = 1'00 " .67 P T 0.0368 0 0 221 N T 00257 0 0 121 D T - 0.0111 0 0 -100 New impact maps for the modified sewer segment are included with this letter for your review. Thank you in advance for your time spent reviewing this letter of explanation, and the new impact maps Do not hesitate to call me if you have any questions, or if you need any additional information. Sincerely, Scott Mitchell, PE, LSS PO Box 341 Fuquay- Varina, North Carolina 27526 Office: 919 -557 -4682 Fax: 919 -557 -4683 C. Proposed Impacts Inventory 1. Impacts Summary 1 a Which sections were completed below for your project (check all that apply) ❑X Wetlands ❑X Streams — tributaries ❑X 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 P Land Clearing Rivenne Swamp Forest Yes Corps 0 162 W2 T Land Clearing Rivenne Swamp Forest Yes Corps 0 026 W3 P Land Clearing Bottomland Hardwood Forest Yes Corps 0 046 W4 T Land Clearing Bottomland Hardwood Forest Yes Corps 0 012 W5 Choose one Choose one Yes /No - W6 - Choose one Choose one Yes /No 2g Total Wetland Impacts: 0 246 2h Comments All wetland impacts are for perpendicular sanitary sewer crossings 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 3a Stream Impact number Permanent (P) or Temporary (T) 3b Type of Impact 3c Stream name 3d Perennial (PER) or Intermittent (INT)? 3e Type of jurisdiction 3f Average stream width (feet) 3g Impact length (linear feet) S1 P Fill Basal Creek PER Corps 23 12 S2 P Fill UT to Basal Creek PER Corps 10 12 S3 T Fill UT to Basal Creek PER Corps 10 12 S4 P Fill UT to Basal Creek PER Corps 8 12 S5 - Choose one - S6 Choose one 3h Total stream and tributary impacts 48 31 Comments All stream impacts are for perpendicular sanitary sewer crossings and one temporary construction crossing @ - ow F000 9 2014 Page 4 of 10 PCN Form — Version 1.4 January D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Wetland, stream, and buffer crossings are perpendicular Land surface along the sanitary sewer outfall will be returned to pre - development contours after completion of sewer installation lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Impacts will be minimized by installation of silt fence and tree protection fence at limits of disturbance prior to any grading on the site 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? ❑X Yes ❑ No 2b If yes, mitigation is required by (check all that apply) ❑ DWQ X❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑X Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation 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 In -lieu Fee Program 4a Approval letter from in -lieu fee program is attached ❑X 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 0208 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 w OF. ,U,^^ Vl x L'� - A + 01 ors r w II �' fir.• _ f • . i LLf ' LLI 0. O i Ls i W`LL ' f , ` �, �-- , VDU ♦ + J �\ , W' , LLJ CL. Ld F--. (L) U Q) ♦ r O,v�N; , +' +' f i i' ' •, f i •� i i •� +,� •�, .�,.�: , Q Il f 1 / Z� Z Cy) 0. —� Z_--_----- > 00 o > O c0 a- 0' 0 1 _� _ LL. 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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 ually 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 O2 - Choose one Choose 03 Choose one Choose 04 - Choose one Choose 4f Total open water impacts 0 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 Pi Choose one P2 Choose one 5f Total: 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no 51 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 individually list all buffer impacts below If any impacts require mitigation, then vou MUST fill out Section D of this form 6a. Project is in which protected basin? X❑ 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 B1 P Sanitary Sewer Basal Creek No 1,937 1,291 B2 T Sanitary Sewer Basal Creek No 0 121 B3 P Sanitary Sewer UT to Basal Creek No 1,807 1,204 B4 T Sanitary Sewer UT to Basal Creek No 1,178 1,177 B5 P Sanitary Sewer UT to Basal Creek No 2,278 1,519 B6 T Sanitary Sewer UT to Basal Creek No 783 522 6h Total Buffer Impacts: 7,983 5,834 61 Comments All buffer impacts are for perpendicular sanitary sewer crossings and one temporary construction crossing Page 5 of 10 d>13 Z 0 N W z 0 CL tl U W J Z 0- _j Lj L O �D Z 0 J O 03 w�� w0� Mv� ryz� i50 a�z Q�ry (/l w z a� O z_ V' .r " N z oa O N U 30oa w E U ° o Z Z V 1 0 o> z a5 Z p N U O f C J Ua L d>13 Z 0 N W z 0 CL tl U W J Z 0- _j Lj L O �D Z 0 J O 03 w�� w0� Mv� ryz� i50 a�z Q�ry (/l w z a� iz 1 V' .r V)m w z oa O 30oa w _.__�_. 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