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HomeMy WebLinkAbout20150949 Ver 1_NW12 Emails_20151106 (6)From: Brian Oschwald <boschwald@thewootencompany.com> Sent: Friday, November 06, 2015 12:13 PM To: 'Barnes, Kyle W SAW' Cc: Scarbraugh, Anthony Subject: RE: Washington County NWP 12 (UNCLASSIFIED) Attachments: 011.PDF Kyle, As you can see on our plans, our surveyors did not show the shoulder as wetlands, which may have been an oversite or the fact that we had originally planned to stay 100% within ROW with this force main (in this particular area). We are having to get easement here in order to avoid crossing directly under the storm structures for Canoby Creek. We can require the contractor to start the directional drill on the north side of the intersection of NC Hwy 32 and Roosevelt Road. There is significantly more room to operate on that end of the drill. This way, the only disturbance to the shoulder of Hwy 32 will be a small receive pit, which is about the same size as the trench to install the force main. I have attached a PDF of that construction drawing, for your review. Can you give me a call this afternoon to discuss? I am still a bit unclear as to what is needed in order to issue the verification and feel like a phone call will clear this up quickly. Thanks, Brian Oschwald, PE Project Engineer The Wooten Company 120 North Boylan Avenue Raleigh, NC 27603 919.828.0531 Fax 919.834.3589 www.thewootencompany.com -----Original Message ----- From: Barnes, Kyle W SAW[mailto:Kyle.W.Barnes@usace.army.mil] Sent: Friday, November 06, 2015 11:37 AM To: Brian Oschwald Cc: Scarbraugh, Anthony Subject: RE: Washington County NWP 12 (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Brian, All I needed was the revised PCN. The verification has to be issued to an individual and that info was not on the original application. The information that I sent you regarding the wetland location is for the project (attached again). It appears that the shoulder of NC32 is a little narrow and steep for directional drilling. If by chance the project changes you have the wetland info so impacts can be avoided when staging equipment in that area. I should have the verification issued today. Kyle -----Original Message ----- From: Brian Oschwald [mailto:boschwald@thewootencompany.com] Sent: Tuesday, November 03, 2015 3:25 PM To: Barnes, Kyle W SAW Cc: Scarbraugh, Anthony Subject: [EXTERNAL] RE: Washington County NWP 12 (UNCLASSIFIED; Kyle, Here is the updated Page 1 of the PCN. I am working on the wetland information with our surveyors. What exactly are you looking for in regards to information related to jurisdictional waters or wetlands? Thanks, Brian Oschwald, PE Project Engineer The Wooten Company 120 North Boylan Avenue Raleigh, NC 27603 919.828.0531 Fax 919.834.3589 Blockedwww.thewootencompany.com -----Original Message ----- From: Barnes, Kyle W SAW [mailto:Kyle.W.Barnes@usace.army.mil] Sent: Tuesday, November 03, 2015 1:13 PM To: Brian Oschwald Cc: Scarbraugh, Anthony Subject: Washington County NWP 12 (UNCLASSIFIED) Classification: UNCLASSIFIED Caveats: NONE Brian, I went by the site today and reviewed the impact areas. The crossings at S1 and S2 are not jurisdictional. The crossings at S3 & S4 are jurisdictional. At S4 there are wetlands within the new ROW. Keep in mind that if the project moves more than 5 feet off of EOP as indicated on the plans wetland impacts will need to be avoided or quantified. I attached an aerial of the wetlands adjacent to the project area. Be sure the town and the contractor understands that they should stage equipment outside of waters and wetlands during the directional drilling process. I will remove the proposed impacts from the PCN for S1 and S2. The verification for the NWP 12 will be sent out as soon as you send me the information requested in yesterdays email. If you have any questions feel free to contact me. Kyle Kyle Barnes Regulatory Specialist US Army Corps of Engineers Wilmington District Washington Field Office 910-251-4584 We at the U.S. Army Corps of Engineers Regulatory Branch are committed to improving service to our customers. We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0 <Blockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0> Thank you for taking the time to visit this site and complete the survey. Classification: UNCLASSIFIED Caveats: NONE Classification: UNCLASSIFIED Caveats: NONE C w w a� a� Q O 0 J� _ I U5 Lul Z U Q / Property of Harrison, Annette S. PIN: 6766889289 NEW 6" FORCE MAIN IN 5' OFF EOP, TYP.) EW 6" GATE VAL� E W j T _ !PP w /Guy w Hwy c Raw Water / 5'x 10' Box / w/Conc. h Inv. 8. 17 / ONLSI Cge(lvert acYwall 1 Property o Unknown —NEW PERMANENT UTILITY EASEMENT (WIDTH VARIES) EX. 5'x10 BOX CLVT. / 36" CMP STREAM CROSSING "C" (PERENNIAL.) SEE PROFILE BELOW FOR FORCE � r I 44 I Y I 1 I y HSE I 4 Property of V y Sexton, William R. Jr. & Renee D. 4 4I PIN: 6766890414 Property of EX. 24" RCP y Weaver, Curtis W& Dorothy K I USE CONDITION 2 Property of yy PIN: 6766898505 I SEE INSTALLATION DETAIL Sexton, William R. Jr. & Renee D. r I rBM -FH CTopJ PIN. 6766890414 I N: 769815.1540 1 E, 2668678.6920 1r �Ele v. 18.40 1 � � w w wEx. 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EW 6" GATE VAL� E W j T _ !PP w /Guy w Hwy c Raw Water / 5'x 10' Box / w/Conc. h Inv. 8. 17 / ONLSI Cge(lvert acYwall 1 Property o Unknown —NEW PERMANENT UTILITY EASEMENT (WIDTH VARIES) EX. 5'x10 BOX CLVT. / 36" CMP STREAM CROSSING "C" (PERENNIAL.) SEE PROFILE BELOW FOR FORCE � r I 44 I Y I 1 I y HSE I 4 Property of V y Sexton, William R. Jr. & Renee D. 4 4I PIN: 6766890414 Property of EX. 24" RCP y Weaver, Curtis W& Dorothy K I USE CONDITION 2 Property of yy PIN: 6766898505 I SEE INSTALLATION DETAIL Sexton, William R. Jr. & Renee D. r I rBM -FH CTopJ PIN. 6766890414 I N: 769815.1540 1 E, 2668678.6920 1r �Ele v. 18.40 1 � � w w wEx. Water Main�w w _ , T r ►� � o� -.-- NEW 6" GATE VALVE n- Brick ° Brick o NEW 6"-45* BEND w0 Headwall Headwall F / NEW 6" -22.50 BEND ter Mo;n�w II 0 ROCK CHECK DAM, TYP. wl�x' Wa � I / 1204, 0 0 AIN INSTALLATION DETAIL. I / Top of Stream Bonk n/ � HSE TP ,�� 0 4 < I NEW 6" FORCE MAIN / ed w WM �- ` (5' OFF EOP, TYPA I / �71A'Grvl. WM n ° I �. 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DESIGNED BY: W BJPO DRAWN BY: ~ CHECKED BY: N Q 2451 -AP _ �00 U N � O a U r; LL Z C a) d W CD a aQ Z an _j L Q1 i..0 S W � w z o z W ►9 rr z U O z_ }Q 7 Q z J Q Q U 2 O M z 8 z 0 z Q U) H J ZD cc LU CD rZ Q Fs w Q Z U C~7 z cn Q 0 Q Q} J Cr] W T Cn W Q 0 C/) 00 N M t Q T T 2 Q U ~ Cn Z GAF? �- a� Ssr 1 5 C� ,7 .!. P. DESIGNED BY: BJPO DRAWN BY: EBM/EML CHECKED BY: BJPO PROJECT NO.: 2451 -AP DATE: APRIL 2015 SCALE: HORZ:1" = 50' VERT:1" = 5' SHEET 11 of 20