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Home My WebLink About20130445 Ver 1_More Info Received_20130529�4 5 Dennison, Laurie 13 -D4 From: Smith, Cherri L Sent: Wednesday, May 29, 2013 4:49 PM To: Dennison, Laurie Subject: FW: Thanks for the info. Attachments: 130529_PCN Update-Stream Charts.pdf Laurie, There were some things on the Stream Impacts section of the PCN for 2013 -0445 Smith Creek Interceptor project that were still unclear to me so I had the consultant revise again. I'm so sorry for yet another version of this table. The temporary impacts to streams went up as a result. Cherri From: Brian Oschwald jmailto: boschwald (&thewootencompany.com] Sent: Wednesday, May 29, 2013 4:36 PM To: Smith, Cherri L Cc: James.C.Lastinger @ usace.army.mil Subject: RE: Thanks for the info. Cherri, In response to your voicemail yesterday, I have revised the charts to show the temporary impacts on streams that there are currently impacted. I have attached updated Sheets 8 and 9 of the application. By copy of this email, I am sending the updates to James Lastinger with the USACE as well. Thanks, Brian Oschwald From: Smith, Cherri L jmailto :cherri.smithancdenr.gov1 Sent: Friday, May 24, 2013 3:19 PM To: Brian Oschwald Subject: Thanks for the info. Hi Brian, Thanks for the information about the Marsh Creek sewer project. Lumping the buffer impacts seems like a great way to proceed so thanks for pointing me in that direction. Cherri Cherri Smith NCDENR Division of Water Quality Raleigh Regional Office 1628 Mail Service Center Raleigh, NC 27699 -1628 ph. 919- 791 -4251 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to third parties W3 ❑ P ® T Trenching for ® Yes ® Corps 1.41 Gravity Sewer ❑ No ❑ DWQ W4 ❑ P ®T Trenching for ❑ Yes ® Corps 0.74 Gravity Sewer ® No ❑ DWQ 2g. Total wetland impacts 3.12 2h. Comments: Upon completion of the gravity sewer improvements, the permanently disturbed wetlands, forested and herbaceous, will be seeded and allowed to reestablish as herbaceous wetlands. The temporarily disturbed wetlands, forested and herbaceous, will be allowed to reestablish to existing conditions prior to disturbance. All wetland contours will be returned to original contours upon completion of the project. There will be no permanent loss of any wetlands nor any filling of any wetlands as a result of this project. The permanent wetland impacts account for a 10 foot maintenance corridor to be permanently maintained upon completion of the project. The remaining 20 feet of permanent easement will be allowed to re- establish upon completion of construction. 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. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of Stream name Perennial Type of Average Impact length number - Permanent impact (PER) or jurisdiction stream (linear feet) (P) or Temporary (T) intermittent (Corps - 404, 10 width (INT)? DWQ — non- (feet) 404, other) "Stream numbers correspond to Wetland and Stream Determinations made by RJGA; mapping located in Appendix 5 S1 ❑ P ®T Trenching for UT to Toms ® PER ® Corps 2 25 temp Gravity Sewer Creek ❑ INT ❑ DWQ S2 Existing Impact Trenching for Gravity Sewer UT to Toms Creek ❑ PER ® INT ® Corps ❑ DWQ 2 11 temp S3 Existing Impact Trenching for UT to Toms ® PER ® Corps 3 11 temp Gravity Sewer Creek ❑ INT ❑ DWQ S4 Existing Impact Trenching for UT to Toms ® PER ® Corps 4 12 temp Gravity Sewer Creek ❑ INT ❑ DWQ S5 not subject Stream not present in the field S6 not subject Stream not present in the field S7 not subject Stream not present in the field S8 ❑ P ® T Trenching for UT to Smith ❑ PER ® Corps 3 25 temp Gravity Sewer Creek ® INT ❑ DWQ S9 ❑ P ® T Trenching for UT to Smith ® PER ® Corps 2 40 temp Gravity Sewer Creek ❑ INT ❑ DWQ S10 []POT Trenching for UT to Smith ® PER ® Corps 4 30 temp Gravity Sewer Creek ❑ INT ❑ DWQ S11 ®P ®T Trenching for Gravity Sewer Smith Creek ® PER ❑ INT ® Corps ❑ DWQ 35 7 perm 23 temp S12 [__1 P ®T Trenching for Gravity Sewer Smith Creek ® PER INT ® Corps ❑ DWQ Parallel stream impact; no crossing necessary for construction S13 no impact n/a UT to Smith ❑ PER ® Corps Creek is out of project corridor; no crossing necessary for Creek ® INT ❑ DWQ construction S14 Existing Impact n/a UT to Smith Creek ❑ PER ® INT ® Corps ❑ DWQ 3 4 temp S15 ❑ P ® T Trenching for UT to Smith ® PER ® Corps 6 30 temp Gravity Sewer Creek ❑ INT ❑ DWQ S16 not subject Stream not present in the field S17 not subject Stream not present in the field Page 8of15 PCN Form — Version 1.3 December 10, 2008 Version S18 SPOT Trenching for UT to Smith ® PER ® Corps 1 6 3 perm Gravity Sewer Creek ❑ INT ❑ DWQ 30 temp S19 not subject Stream not present in the field S20 SPOT Trenching for UT to Smith ❑ PER ® Corps 4 10 perm Gravity Sewer Creek ® INT ❑ DWQ 20 temp S21 ❑ P ® T Trenching for UT to Smith ® PER ® Corps 6 10 perm Gravity Sewer Creek ❑ INT ❑ DWQ 32 temp S22 not subject Stream not present in the field S23 ❑ P ® T Trenching for UT to Smith ® PER ® Corps 4 20 temp Gravity Sewer Creek ❑ INT ❑ DWQ S24 not subject Stream not present in the field S25 not subject Stream not present in the field S26 Existin g Impact Im Trenching for UT to Smith ® PER ® Corps 2 62 temp Gravity Sewer Creek ❑ INT ❑ DWQ S27 Existing Impact Trenching for UT to Dunn ® PER ® Corps 3 52 temp Gravity Sewer Creek ❑ INT ❑ DWQ S28 ❑ P ® T Trenching for Spring ® PER ® Corps 12 40 temp Gravity Sewer Branch ❑ INT ❑ DWQ S29 ❑ P ® T Trenching for Gravity Sewer Dunn Creek ® PER ❑ INT ® Corps ❑ DWQ 8 40 temp S30 ❑ P ® T Trenching for Gravity Sewer Dunn Creek ® PER ❑ INT ® Corps ❑ DWQ 8 40 temp S31 no impact n/a UT to Dunn ❑ PER ® Corps Creek is out of project corridor; no crossing necessary for Creek ® INT ❑ DWQ construction S32 not subject n/a UT to Dunn ❑ PER ® Corps No crossing necessary for Creek ❑ INT ❑ DWQ construction S33 ®P ®T Trenching for Dunn Creek ® PER ® Corps 2 10 perm Gravity Sewer ❑ INT ❑ DWQ 30 temp S34 Existing Impact Trenching for UT to Dunn ® PER ® Corps 2 44 temp Gravity Sewer Creek ❑ INT ❑ DWQ S35 SPOT Access UT to Dunn ❑ PER ® Corps 2 7 perm Easement Creek ❑ INT ❑ DWQ S36 not subject Stream not present in the field S37 ❑ P ® T Trenching for UT to Dunn ® PER ® Corps 8 30 temp Gravity Sewer Creek ❑ INT ❑ DWQ S38 ❑ P ® T Trenching for Gravity Sewer Spring Branch ® PER ❑ INT ® Corps ❑ DWQ 15 40 temp S39 ❑ P ® T Trenching for Spring ® PER ® Corps 15 40 temp Gravity Sewer Branch ❑ INT ❑ DWQ S40 ❑ P ® T Trenching for UT to Spring ❑ PER ® Corps 3 40 temp Gravity Sewer Branch ❑ INT ❑ DWQ S41 ❑ P ® T Trenching for Spring ® PER ® Corps 12 28 temp Gravity Sewer Branch ❑ INT ❑ DWQ S42 ❑ P ® T Trenching for UT to Spring ❑ PER ® Corps 3 23 temp Gravity Sewer Branch ❑ INT ❑ DWQ S43 ❑ P ®T Trenching for UT to Spring ® PER ® Corps 6 43 temp Gravity Sewer Branch ❑ INT ❑ DWQ 3h. Total stream and tributary impacts 47 perm 865 temp 3i. Comments: S15, S18: existing stream crossing is partially outside the existing easement, Ci to acquire additional easement to allow for Page 9 of 15 PCN Form — Version 1.3 December 10, 2008 Version