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HomeMy WebLinkAbout20070375 Ver 1_More Info Received_20070416CES~ ...exceeding our clients' expectations April 13, 2007 Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Attention: Mr. Alan Johnson Reference: Proposed Driveway Trinity Church Road Concord, North Carolina CESI Project No. 060724.000 Mr. Johnson, ~ a "j 4 ? -~ ;~ ~~_ ,, F,~~~ ~ ~ zoor °,~r ~, , ~;r= ~' ~~ ~~, As discussed during our site visit on April 3, 2007, we are submitting the attached revised drawing for your review. Per your recommendation, the 20-foot wide driveway has been relocated to impact the stream between C-1 and C-6. The driveway width was designed to facilitate the access of large farm equipment. We have designed the stream crossing to consist of 40 feet of 30-inch reinforced concrete pipe with a downstream apron of rip rap having a length of 20 feet. Due to the slope on each side of the driveway associated with this pipe, the stream will have a maximum 70 feet of disturbance along the centerline. The owners will construct the driveway themselves as soon as approval from the DWQ has been provided. If there are any questions, please do not hesitate to call. Respectfully submitted, CESI ,~ Christina Rayme Environmental Scientist Cc: USACE-Steve Lund NCSS • NSPS • ACSM • NSPE • PEf4C 45 Spring Street, S.W. • P.O. Box 268 • Concord, NC 28026-0268 • 704-786-5404 • Fax 704-786-7454 • I -800-627-.024 p~ - 03 ~ 5 wwvr.concordengineerinb,r_om ~~Z ~ U ooo•~uoso :•oN aor ~Ma•~M-tizco~o :~,~e aw.,r ~ Ot = ,l :3lVOS 1SYL-fIf1L (toc) xv! SZOi'L ON 'aaO~NO~ 03r :A8 03H03H0 9ZOBZ ON '02100N00 LOOZ 'sl HOaVW :31V0 tOYS-9BL tOC Oa0~N00 MS 133a1S JNIadS Sit ear :A8 NMV210 L90£ X08 '0'd Nf~IN~ Ir1gN '~INgO lIYN~II~ 'i~~OL f i~rl S213NNYId - S210A3nMf1S - S2133NIJN3 T~~~ Bar :AB 031f1dW00 NLLSf1V 'S WVIIIIM ~ NLLSiIV '8 OIntlO 1 :1N31,0 ao~ s~11~3do~d rvilsnd 09 °~ ~ sew ~~~ ~' ~ ~~ ~+ ~~~ 1334 NI 3lVOS ~~ LL W ~ r rn ^` Q ~ o O ~ ~ } J< J ~ W W ~ . ¢' Q ` 0 Q q ; b ra Z ~ ~ f ~w w '` rn oc U ~, ay a 1 °o ~~ ZJ CJ ~ j SL F- F- j ~ `- ~ at g-~ !W- 1 .6 ~ ~ V i ~ ..,~ W .... .. i O)- ~ aV ~ ~ - MII~ i U U Z W o z a ~ o~ J ~ ~f A ` U lf) ^~O• U N o I ~A O 8 aM3~~a ` ~ U`., / U ~ '' U U U CJ ~~ ~ O \ ~"~ \ U U ~ . t U `,p ,., r ~ U ~ \~ ,: .,'E ~ ~ \ . ~ ~ ~ ~ ~ ~ ,, ~ ~ ~jy~ V ~ ~ .,, N ` U ' O~ ~ ' ` ~ U O U,, N U (~ ~ ~ ~°` 'N U U CJ ~ :. ~ ~:~ cp U fiT N ! ?- ~_ ao v 3_ U U ~. ~ __ -ZQ w° ~ W J r U JZ Z~ i ~ OL W 1 A ~Q I ~_ ~ D Z~ W ~Y~ j F- U ~ _ ~ O y W A A . W ~ `- q AJ i ~ W W W y~ ~ ¢ J H Ny. ~ d ~~ W' X~ H y . O ~ D_ ~ W a^ '' ~ r-~ i ~ 1-1 L J W s ~ ~ a I ~, ~,' +'~ Y ~ ,- ' (^ V ~~O ~ t I a` _ y O '... 6°~~ ~ ! o I I r 3 w o o ~ T G ~'' '~ ~ ~ N ~ a ~~ I ~ ~ . v z ~ ' ~ I ~ r ~ ~ ~, ~ ~ ~ . Z o ,, ~' ~ O ~ Z ~ ~~~ i, r 0 4