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HomeMy WebLinkAbout20141169 Ver 7_Maps Revised_20170612Carpenter,Kristi From: Vorwerk, Paul J Sent: Monday, June 12, 2017 1:57 PM To: Ward, Garcy Cc: Mcmannen, Brad T Subject: FW: Deep Gully Permit mod Attachments: Deep Gulley Permit Mod - Buffer Impacts.pdf Pete said you needed this information. Paul From: Distefano, Peter [mailto:PDistefano@bbiius.com] Sent: Monday, June 12, 2017 11:40 AM To: Mcmannen, Brad T Cc: Vorwerk, Paul J; jackson.provost@summitde.net Subject: RE: Deep Gully Permit mod Brad, I did receive another call from Garcy who needed clarification on the Deep Gulley Permit Mod. Can you pleas forward this information on to him as I believe this is what he is after. Thanks, Pete From: Distefano, Peter Sent: Wednesday, June 07, 2017 8:19 PM To: btmcmannen@ncdot.�ov Cc: pvorwerk@ncdot.�ov; jackson.provost@summitde.net Subject: Fwd: Deep Gully Permit mod Brad, Garcy requested a few more bits of info on the drawing we revised and sent yesterday. Attached is what he requested. He also request that we do go through you to submit. Can you forward on to him ASAP as our submission for this mod as well as forward on to all others who may need it? Thanks, Peter D. Distefano Project Manager Balfour Beatty Infrastructure, Inc. 910-367-7800 ---------- Forwarded message ---------- From: "Cline, Brandon" <BCline(a�BBIIUS.COM> Date: Jun 7, 2017 4:58 PM Subject: Deep Gully Permit mod To: "Distefano, Peter" <PDistefano(cr�,bbiius.com> Cc: Server Engineering Deep Gully Permit mod Buffer Zone 1-1024.541sqft Buffer Zone 2 — 787.851sqft III have my phone on me til tomorrow morning. If you need anything tell boggs to call me. Brandon Cline Field Engineer � Balfour Beatty Infrasturcture Inc. � Maysville Bypass M: 904 716 6099 � T: 910 595 4035 E: bcline@bbiius.com B�ii�ur B�e�#tty Inh�as�ructure I�. Build t� �st ���,. ���c.r����. ��. 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Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. � �� � � � � -ts" � t �r,-,_��-,s���' ��� �. ' i�. �� �� GRASS SWALE DATA " E���E� E��H� .,.�( � �? E � �� DA= 0.91 AC PAV. � 0.13 AC GRASS 9y �� .,u � � �� 2.95 AC OFFSITE � �� �_� SLOPE= 0.003 FTiFT [R��iMiN_ aq P�n.Ns NOTE:NO DECK DRAINS li � I I/ . L REQ.= 399 FT i L PRO.= 280 FT REQUIRED FOR THIS i Q .��� �', . � , �� �� (�2= 8.0 CFS �N�V � �N�RV�'oN CHORD w srRucruaE �ITE � V �� �'�' � R I / i V2 = 1.4 FTiS � eti� �g �,� v�i'o= i's Fh BUFFER DRAWING C� �� ` 'f srn. ie+zs ro is+o5 RT -vioaPn- $HEET 20 OF 20 F � WORK ACCESS � � �, � ' � , � �� '� � 1 — — ____ F_ F � � 11 � � D —__ F iC �� � �� 2' BASE LATERAL GRASSED SWALE � � � SEE DETAIL 'Q' W 0 ��{����j� �/ - _ � � W � -BDO � M 4 I a � �� � / O i �� /,' � a1 —Y/ORPq— ,.tr�Y `" ,--------___ ; --------- --- zci � GRA �� _ �� � �`i� i; ��- �/ "' 1 „ RCP-IV 2GI �C[� � i ----- ,�I � � -Ji 1 - — F — —_ _��r�'r— � � ,'r�P�I.�r� - OTCB � �Ii - o F � � _�. i�r�urpi �' — � - � - e- �' r(I��' F o F 1 �-� � �� � � � � � � T �-T_ � - L _T� - ��� -T_. _�_--� r / T T T _ T -�: . _ — L � L�T .� � � T L — --- — \ �.' — ��--�% � ... —_ � � � - - --� �- � - - � ` , I /—� --- -- �- � ' RETAIN II F OV RETAIN � I � � � I� — — — — .— � / L__ � /�r��' � � — —� �— _—,-�_ ' �- =l� . i � T �_7� --- (JL�T� i � r i — - N / , I - �� — � - DI -L- � - /� � u' P IL W '-- -_ - �— �- - s- -64 i5" HDPE � � .' i j-' � i � FLOWABLE FILL —� -J - �_.-= i ._ ��_� '� r � �� � � � T � L��� T �_r � � L � - _ =--._-c "_ -. _ // _ � - _ --- - � ... T . T -H- ~ -- - — _ �� — - �� �� �� � ,l; 7---- � � \ I� — — � � � � � R�OVE �� RETA -���F-- l , � � Bz� < � � � - - - - TB 2GI -- —. — i ' � . .. _ -�— -- 2GI � B 2GI 2GI 15" RCP-IV CAT-1 `b// II"' ,� ' � U! � ES � 5 ` ' ,� F�L '. �i'lj u ai1,��LUJu . '�I 15" RCP-IV � �' � �, �� �� �� � o � � �_iii ii i iiiii u0aiii u 33 ���� II° �3 i � �, �� � A�' � <<<�{a�'� � = o � �' �nm � � �� �� ��� y��.l�u��i u,!W�"���" F � v'm ----F �"--- F r �p � ' F � � �i ` �\ �� � \ _. � � � _ � � � � � � FS � 2G1 F - L ----�—_ � �� � � _ � — - � i'� jl � �% \ r-w� „ ,a -__ -�- A T � V�ORife�A�C�ESS ��il_ �� � W' RK �ACC�SS � � �. GMIPHIC SCALE ���{�� ALLOWABLE IMPACTS ZONE 1;` C � l � i �� Z , I ,�� � 4' BASE LATERAL GRASSED SWALE ���� rJO ZrJ O rJO �OO \VA\VA ALLOWABLE IMPAGTS ZONE 2� r.°', � � i SEE DETAIL'A' ��`w _�q„ WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 22 26+07 to 26+67 0.02 -Y10RPA- 23 19+00 to 20+00 BRIDGE <0.01 0.01 0.17 -Y10RPA- Bank Stabilization 624+49 to 625+64 BRIDGE 0.02 -L- 627+15 to 627+40 Grassed Swale <0.01 0.01 0.02 -L- TOTALS: 0.02 0.00 0.01 0.03 0.18 0.00 0.00 0.00 0.00 0.00 OVERALL PROJECT TOTALS: 13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00 Structure @ Sta. 18+43 to 20+43 -Y10RPA- - 15ftZ permanent impacts - 3000 ft2 temporary impacts Strucure @ Sta. 623+81 to 626+31 -L- - 70ft2 permanent impacts - 3900 ftZ temporary impacts Revised 3/31/OS � 1 N �O N