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HomeMy WebLinkAbout20110125 Ver 1_More Info Received_20110301giLLPECS CAROLINAS, LLP "Setting the Standard for Service" Geotechnical • Construction Materials - Environmental ' Facilities NC Registered Engineering Firm F-1078 February 17, 2011 Ms. Cyndi Karoly 1- o \ 2, S North Carolina Division of Water Quality, 401 Wetlands Unit 2321 Crabtree Blvd. Suite 250 Raleigh, North Carolina 27604 Subject: Pre-Construction Notification Application Addendum to Request for 401 Water Quality Certification @??° Proposed Borrow Site #1 - Howerton Road Alamance County, North Carolina E "v !.j, HII ECS Project 09.19179A - WATER. AL Dear Ms. Karoly: LDENR eti°"`° Bnvwh anch Please find five copies of the Addendum to the Pre-Construction Notification Application for the above referenced site. ECS submitted a PCN application for the referenced site dated January 31, 2011. Based on conversations with Ms. Amy Euliss, additional drawings and buffer calculations are needed in order for the NCDENR DWQ to continue to review the application. There are no buffer impacts that will occur in the borrow area. A minimum 50 foot undisturbed buffer will be maintained between the edges of the borrow pit and the streams located along the perimeter boundaries (Figure 3). There are buffer impacts associated with the construction of the proposed haul road (Haul Road Plan). The haul road is temporary and will no longer be used at the completion of the NCDOT project. The stream will be restored and the banks and buffers will be stabilized and seeded. The NCDOT Project completion date is June 15, 2013. The attached drawings and this letter are intended to clarify the buffer impacts associated with the project. Please feel free to contact me at (336) 856-7150 if you have any questions concerning this request or if additional information is required. Thank you in advance for your timely consideration of this matter. Sincerely, ECS Carolinas, LLP _l Michael T. Brame Denise M. Poulos, LSS Senior Environmental Scientist Principal Scientist Attachments: Haul Road Plan Prepared by Evans Engineering Figure 3 GPS Map cc: Ms. Amy Euliss 4811 Koger Boulevard ® Greensboro, NC 27407 - T: 336-856-7150 a F: 336-856-7160 www.ecslimited.com ECS Carolinas, LLP • ECS Florida, LLC ® ECS Mid-Atlantic, LLC • ECS Southeast, LLC ECS Texas. LLP 36 `08'[) 11 36° 1 36°07 36°07'40" 79°3: 79'32'00TV 791 31551l1rv Borrow Site 1 • GPS Point 0 Waste Site Boundary US State Plane 1983 i` Stream Scale 1:5,000 41w Pond North Carolina 3200 N p 600.0 Wetland -- NAD 1927 (Eastern US) _ um Proposed Road Feet 50 Foot Buffer N SOURCE: FIGURE 3 2008 AERIAL PHOTOGRAPH FROM THE GPS MAP GUILFORD COUNTY GIS WEBSITE 07u, PROPOSED BORROW SITE #1 AND GPS OF WASTE PIT CORNERS AND HOWERTON ROAD OTHER ATTRIBUTES ALAMANCE COUNTY, NORTH CAROLINA PREPARED BY ECS PERSONNEL [?,? "' ' MJ W ECS PROJECT NO. 09-19179 n. 831N30 o ® XVW Z n o i U ? N i5 K m Q \ 4 ?- eon J F 5 ti_ ? S o > U N ° y1? Z Z J 0 0 Q ? O U Z F rl _ d R!=a z°°? GIBSONVII-LE-OSIPEF ROAD 5-- 40 p U1 z 0010 oE-° c u? m ?li d 0 10 <z. Q ?6 U d A W o o °+ Q Wa X7.1 8 P+' ti ¢ z U• rKW? Q z .0 p 00, A ? a- ? z m w U /L Q w h ?+ in y? a s 3 O? aN c, ? it OE .liNf100 30NVWy1ES ? O a ° .UNIIOD ONO3linf) - = r 3^ o N S a Tlrc rv FF-' o - WF?'y. W$ j Y / $ w'o w W OSSPEE RGA-D--, ' -----\ \G l BSOfd V [LLr- ---` R ?.`\ I I I (5R-- 1500) \ 5 -=--------------\ \ I \\I \\ \\ _ - I .--- -- i 0 to + ---- \ 00 DC) 10 'i m'aQ? / / / I I I 1 ,111 I \? 5 3° o/ / in<// , o u u k' /' /' ! ! I 1 1 I ryo z m?<o '' /' /' / I I 1 \ \ w Z' w I \ \ `i I \ / ! o gnu / // ' z° cxi .Old I \\ \ \ / / - a ~ 6 o- 618 LC) / `\ 5 \`?_ / _\ w CO I amp \\ \\ j s p In ° U) z O? ??m LL ` I W I m i I? LLJ N X W / !/ \ W iwQ a Nary w d W Of OC) 00 F _ - I ?a°u 5 \ _s w Z `\ 5 /w to // / \ T J Q W D U Q o 2 Ln ? II Y a1 o ? 'I I el -- / 66 W X LLI W l I •??--- -? ° 10 ° - E ° E ° o ?F ? 3Eo ? n - E nE -a b s Z U) oo ° m c4¢u ma z ?m r €4o z ? w - - '° E °_ ?€ ova ° QZ. ° r ? '"so - s = J=- axe C, "E? rnrEP W ° u $BE. ? ° E ? -3 Y">"> Gov, W ..._?? L E -2 ES ' _ = n§o ' E d ° Y ` ` Cf) m m d a ?r a m E a u° oz? E