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HomeMy WebLinkAbout20140212 Ver 1_Modifications_2014070814- 021Z Homewood, Sue From: Homewood, Sue Sent: Tuesday, July 08, 2014 916 PM To: 'Joey Lawler' Cc: matthewsmith smex @gmail com Subject: RE Coffer Dam Detail - Mill Creek Ford This dewatering method will be in compliance with the 401 issued by DWR provided that it doesn't impact upstream or downstream as a result of the confined flow through the channel If upstream flooding or downstream erosion is noted additional measures or other dewatering methods may be necessary Please let me know when construction begins on the ford Thank you. Sue Homewood NC DENR Winston -Salem Regional Office Division of Water Resources — Water Quality Programs 585 Waughtown Street Winston - Salem, NC 27107 Voice (336) 771 -4964 FAX. (336) 771 -4630 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties From: Joey Lawler [mailto:JLawler @smeinc.com] Sent: Monday, July 07, 2014 3:23 PM To: Homewood, Sue Cc: matthewsmith.smex(Qagmail.com Subject: Coffer Dam Detail - Mill Creek Ford Dear Sue — please see this basic detail I have attached for the phase coffer dam system we plan to employ at the Mill Creek crossing They will basically install it on the first half of creek and allow the work area to dewater, construct the first half of the ford, then flip the detail to the other side and complete construction. Please let me know if this works, or of any additional information you would like to pass on to the contractor - Joey Lawler, P.W.S. Project Manager ,ME ENGINEERING INTEGRITY S &ME, Inc 9751 Southern Pine Boulevard Charlotte NC 28273 Map Ph 704 523 4726 Fax 704 525 3953 Mobile 704 604 6474 Ilawler(LDsmeinc com www smemc com w 0 LU Q W LL O W a a Un w F- O z Z F- N 0 J O W Q = W z LL _j w UnQ�� J w 0a 22 < °cn �_ ° =p LU QpQ� =w 0 p Qfnzw�U) W ZwN <UQ a U- n0. NF WOf2LLzmF-> mV F-0 Tz LuQw� w�� m� }p Z� m=�0Q�UQ UnzF- OCC WZwJ _1=�Z ��Z J�ommQ� J ZOQ ~�W �wWYe zQ Qa2 Q ° �-jW W Q� pU)~ly 0 0 = Z — W F- F- < U)Z� QUW�J(>W =O��[r0Z U�(QF- Q =NgF -Q Z Q Z J 000 0 F- U= m w m° `" p w� 0 Z ~ m° Z W a- LL Wmcn�w zJp 0 - Z2zUn�p + ° }OOVOW O=����w2Un JUr Q0 QpaZ F- QO =QU<nQ0 Z0UZpW JF- QUW'Z�W'WZZ JZ�W �(go��p�opOF_-W W=QzwQm0 LLmJU)Wcr- (n�o F- T- Un < z� 0� Q F- w p w w N p~ o (.9 2 1° w� o_ J O w pW � 0> F- J p U' Q Q W m F- OJ W Z W w F- w p W Z 0— W W w�~ O N U O Z p It ZmU� W ZZLL' WOOm�O0LL W p���F -F-� -0 -jW BOIL' F- &5 U) E:: O 0()(-)Z w = F-0 QUg0 Unlrp W 0UdwQU) ~ QL` O�U�p "�U� >�Uw���00WWUOO<WF —�QOzu <20 0 pF- dwgJZpppp�pZ - OQWwm�zZ F- U) LL< - Z °U UwwcnaQgc�Y W J F- J~J o?wQwHwOwWwQ0U 0WLIJ AoF- Q?UwU)omF- (nWp=C)1: U) LL (n2 Q-p ,~F- z �QtiZ W �� W WILZwJmZILW J(�F -�z22 W �02U) 9OZZ� Q=00=- NZ)=LLOm- LLOCZWQwU)F-00w00=WWLL Or OZ) liWUUF- ??pUoUo�ioU=w2()mzw0da�UzF -mw0U' m 2 0 0 N co w Y Ufl ti 00