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Home My WebLink About20140957 Ver 1_12_Appendix_E_Figures_2_to_14_Typicals_20170227TEMPORARY PERMANENT ROW ROW BOUNDARY BOUNDARY I —25'— I I I I I I 3• I DITCH TOPSOIL SPOIL I •r PROPOSED PIPELINE PERMANENT ROW BOUNDARY I 25'�I I ra I I I I I TEMPORARY ROW BOUNDARY it. Y a 44 �� Y /+ 4 b,�• +} :• a �_, , �I 50' 0I 50, _ I 10' i i PERMANENT ROW i TEMPORARY CONSTRUCTION ROW Temporary Construction ROW I I I� I 35' -4 75' SPOIL SIDE i WORKING SIDE I I I I I I I 110' CONSTRUCTION ROW I I PROFILE NOTES: 1. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 110' WIDE CONSISTING OF 50' OF PERMANENT RIGHT-OF-WAY AND 60' OF TEMPORARY CONSTRUCTION RIGHT-OF- WAY. ADDITIONAL TEMPORARY WORKSPACE WILL BE NECESSARY AT MAJOR ROAD, RAIL, RIVER CROSSINGS, SIDESLOPES, WHERE FULL RIGHT-OF-WAY TOPSOIL STRIPPING IS CONDUCTED, AND OTHER SPECIAL CIRCUMSTANCES AS REQUIRED. For environmental review purposes only. Akdlk Atlantic Coast Pipeline Coast AP -2 (36" Outside Diameter) Typical Construction Right -of -Way �]n �, Non -Agricultural Areas an EFNA Group mrivany K:\ CLIENT PROJECTS\D-F\DOM\ACP\TYPICAL CONSTRUCTION\TYP CON NONAG AP 2.VSD, DaL-: 5/23/2007, REVISED: 4/15/2015 DRAWN BY: GIS re TEMPORARY PERMANENT PERMANENT TEMPORARY ROW ROW PROPOSED ROW ROW BOUNDARY BOUNDARY PIPELINE BOUNDARY BOUNDARY �f10'—►��-25' 01-4 25' �� 50 ��25'�� I I I I I I I I I I I I I I I I I I I I TOPSOIL DITCH ITOPSOIL SPOIL 12 nAnx � I I � I e f i . r P rf 1rA °�r.�f ° „ ... ? r 'fd t� f s r :f f ' 10' I I PERMANENT ROW I TEMPORARY CONSTRUCTION ROW Temporary Construction I I ROW la 35'—moi 100' SPOIL SIDE WORKING SIDE I � I 1 14 I I I I 135' CONSTRUCTION ROW PROFILE NOTES: 1. IN AGRICULTURAL AREAS WHERE FULL WIDTH TOPSOIL STRIPPING IS REQUIRED, AN ADDITIONAL 25' OF TEMPORARY WORKSPACE WILL BE REQUIRED. IN THIS SCENARIO, THE CONSTRUCTION RIGHT-OF-WAY WILL BE 135' WIDE, CONSISTING OF 50' OF PERMANENT RIGHT-OF-WAY AND 85' OF TEMPORARY CONSTRUCTION RIGHT-OF-WAY. ADDITIONAL TEMPORARY WORKSPACE WILL BE NECESSARY AT MAJOR ROAD, RAIL, RIVER CROSSINGS, SIDESLOPES, AND OTHER SPECIAL CIRCUMSTANCES AS REQUIRED. For environmental review purposes only. AtJardc Atlantic Coast Pipeline Coat AP -2 (36" Outside Diameter) Typical Construction Right -of -Way NpAn �, Agricultural Areas an ERM Group tiny K:\ CLIENT PROJECTS\D-F\DOMWCP\TYPICAL CONSTRUCTIOMTYP CON AG AP 2.VSD, Dab: 5/23/2OD7, REVISED: 4/152015 DRAWN BY: GIS PERMANENT ROW BOUNDARY I I�-25'— DITCH TOP- SPOIL SOIL PROPOSED PIPELINE PERMANENT ROW BOUNDARY I 25'�I I I I I \ I I TEMPORARY ROW BOUNDARY : _ y r 1+ ''r, } ! -ss'0 s �rF f h p f I b �4 �Y{' Y /+ 4 b,�• +�4,' �k. 14 LN � �''r • Y. 4 I + 4. b.'.. e � .. � 4, "'b•� 4. y'.1 4 k, b I _ y4� �I 50' 25'�I PERMANENT ROW I TEMPORARY CONSTRUCTION i ROW I i I I � I 25' i 50' SPOIL SIDE WORKING SIDE I i I I I I I 75' CONSTRUCTION ROW I I I PROFILE NOTES: 1. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 75' WIDE CONSISTING OF 50' OF PERMANENT RIGHT-OF-WAY AND 25' OF TEMPORARY CONSTRUCTION RIGHT-OF- WAY. IGHT-OFWAY. ADDITIONAL TEMPORARY WORKSPACE WILL BE NECESSARY AT MAJOR ROAD, RAIL, RIVER CROSSINGS, SIDESLOPES, WHERE FULL RIGHT-OF-WAY TOPSOIL STRIPPING IS CONDUCTED, AND OTHER SPECIAL CIRCUMSTANCES AS REQUIRED. For environmental review purposes only. ■ AidAtlantic Coast Pipeline Coast AP -2 (36" Outside Diameter) n Typical Construction Right -of -Way in Wetlands an EF Groupe pmn K:\_CLIENT_PROJECTS\D-F\DOMWCP\TYPICAL_CONSTRUCTION\TYP_CON_ WETLAND_ AP_ 2_ONLY.VSD, I REVISED: 4/15/2015 DRAWN BY: McGregor Fiqure D-4 PERMANENT PERMANENT TEMPORARY ROW PROPOSED ROW ROW BOUNDARY PIPELINE BOUNDARY BOUNDARY PROFILE 25' No TEMPORARY CONSTRUCTION ROW NOTES: 1. CONSTRUCTION RIGHT-OF-WAY WILL TYPICALLY BE 75' WIDE CONSISTING OF 50' OF PERMANENT RIGHT-OF-WAY AND 25' OF TEMPORARY CONSTRUCTION RIGHT-OF- WAY. ADDITIONAL TEMPORARY WORKSPACE WILL BE NECESSARY AT MAJOR ROAD, RAIL, RIVER CROSSINGS, SIDESLOPES, WHERE FULL RIGHT-OF-WAY TOPSOIL STRIPPING IS CONDUCTED, AND OTHER SPECIAL CIRCUMSTANCES AS REQUIRED. For environmental review purposes only. Atlantic Coast Pipeline Atlantic AP -3 (20" Outside Diameter), and Coast AP -4 and AP -5 (16" Outside Diameter) 41 Ato PipeUne Typical Construction Right -of -Way Non -Agricultural Areas and Wetlands an ERM Group company K:\_CLIENT_PROJECTS\D-F\DOM\ACP\TYPICAL_ CONSTRUCTIOWTYP_CON _NONAG_AP_3.VSD, I REVISED: 4/15/2015 DRAWN BY: McGregor PERMANENT PERMANENT ROW PROPOSED ROW BOUNDARY PIPELINE BOUNDARY 3' DITCH TOP- SPOIL SOIL 12" _ Max. TEMPORARY ROW BOUNDARY ►,�25' 25'� _ TOPSOIL . '4 ' o . �o�� •e a.`� �.Y � � • �� a9 � • ��a ' �°a � � �., �w�8 � ..v_ � .x . � .o,.' q� . PERMANENT ROW TEMPORARY CONSTRUCTION ROW SPOIL SIDE WORKING SIDE 100' CONSTRUCTION ROW PROFILE (VOTES: 1. IN AGRICULTURAL AREAS WHERE FULL WIDTH TOPSOIL STRIPPING IS REQUIRED, AN ADDITIONAL 25' OF TEMPORARY WORKSPACE WILL BE REQUIRED. IN THIS SCENARIO, THE CONSTRUCTION RIGHT-OF-WAY WILL BE 100' WIDE, CONSISTING OF 50' OF PERMANENT RIGHT-OF-WAY AND 50' OF TEMPORARY CONSTRUCTION RIGHT-OF-WAY. ADDITIONAL TEMPORARY WORKSPACE WILL BE NECESSARY AT MAJOR ROAD, RAIL, RIVER CROSSINGS, SIDESLOPES, AND OTHER SPECIAL CIRCUMSTANCES AS REQUIRED. For environmental review purposes only. Atlantic Coast Pipeline Atlantic AP -3 (20" Outside Diameter), and Coast AP -4 and AP -5 (16" Outside Diameter) Pipeline Typical Construction Right -of -Way Agricultural Areas an ERM Group company K:\ CLIENT PROJECTS\D-F\DOM\ACP\TYPICAL CONSTRUCTION\TYP CON AG AP 3.VSD. Date: 5/23/2007. REVISED: 4/15/2015 DRAWN BY: GIS Figure D-6 100' 100' 50' 50' 25' ADDITIONAL TEMPORARY ADDITIONAL TEMPORARY 25' WORKSPACE WORKSPACE o SPOIL SIDE PIPELINE u0 a WORKING SIDE F WETLAND I 25' ADDITIONALTEMPORARV rj0' S0' ADDITIONALTEMPORARY ZSR WORKSPACE WORKSPACE 100' 100' For environmental review purposes only. Atlantic Coast Pipeline AldantiC AP -2 (36" Outside Diameter), AP -3 (20" Outside Diameter), and Coast AP -4 and AP -5 (16" Outside Diameter) 4peUne : Typical Additional Workspace at Il Wetland Crossings an ERM Group company KA CLIENT PROJECTS\D-F\DOMVACP\CROSSINGS\XING WETLAND SMALL.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-7 0 so For environmental review purposes only. Atlantic Coast Pipeline ►tlantic AP -1 (42" Outside Diameter) Typical Additional Workspace at Waterbodies Less Than 10 Feet Wide boast AP -2 (36" Outside Diameter), AP -3 (20" Outside Diameter), and PipeUne AP -4 and AP -5 (16" Outside Diameter) I�Typical Additional Workspace at All Waterbodies an ERM Group company K:\_ CLIENT _PROJECTS\D-F\DOMVACP\CROSSINGS\XING_STREAM_SMALL.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor ure For environmental review purposes only. • Atlantic Coast Pipeline Abandc AP -1 (42" Outside Diameter) Typical Additional Temporary Workspace at Single -Lane Roads Coast AP -2 (36" Outside Diameter), AP -3 (20" Outside Diameter), and gt)eUne AP -4 and AP -5 (16" Outside Diameter) Y Typical Additional Workspace at all Bored Roads an ERM croup company K:\_ CLIENT _PROJECTS\D-F\DOMVACP\CROSSINGS\XING_BORED_ROADS_ALL.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor ure SILT FENCE, DOUBLE STAKED STRAW BALES, OR BOTH AS NECCESSARY WITH FLOWING WATER -- - - -- ,----------- - - - - -- .Ili s SPOIL: °.I -I v. :^'.PROPOSED TRENCH 9 I \ PLACE SEDIMENT BARRIERS ACROSS WORKING SIDE OF ROW TEMPORARY BRIDGE AT THE END OF EACH DAY (IF NEEDED _ II LIMIT OF CONSTRUCTION ROW \ -------------- ---� ------------------------— ADDITIONAL — ---------------------— ADDITIONAL / / ADDITIONAL TEMPORARY `' - TEMPORARY WORKSPACE 50, III 50, WORKSPACE e ■ I I m e :--a Biwa m- mfm I I 1 I I I For environmental review purposes only. Atlantic Coast Pipeline Atlantic AP -1 (42" Outside Diameter), AP -2 (36" Outside Diameter), e Cast AP -3 (20" Outside Diameter), and AP -4 and AP -5 (16" Outside Diameter) Pipeline Typical Waterbody Crossing Open Cut Method an ERM Group company K:\ CLIENT PROJECTS\D-F\DOMVACP\CROSSINGS\XING STREAM OPEN CUT.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-10 i i i i i WATER BARRIER MINIMUM I LIMIT OF CONSTRUCTION ROW --------------------------------- ------ �--7--- -------------------------------------i 4i 4ii — I M111 10'-0- f,4, ••1 x PROPOSED TRENCH. o •l��,��q'•��:�r�: e�. �..�' •.r..�. .'r*r• �� .tee+..,. rr�.�`e�,4•��rr'�`�+r��e �9 (IF NEEDED) Y� 'I 0 i II CULVERT 1 SILT FENCE, DOUBLE STAKED STRAW BALES, OR BOTH AS NECESSARY PLACE SEDIMENT BARRIERS ACROSS WORKING SIDE OF ROW AT THE END OF EACH DAY I LIMIT OF CONSTRUCTION ROW 50' 0.[AIONAL RARY SPACE For environmental review I Atlantic Coast Pipeline Atlantic AP -1 (42" Outside Diameter), AP -2 (36" Outside Diameter), Coast AP -3 (20" Outside Diameter), and AP -4 and AP -5 16" Outside Diameter) 1peUne l SM Typical Waterbody Crossing Flume Method an ERM Group company ' K:\_CLIENT_PROJECTS\D-F\DOM\ICP\CROSSINGSUONG_STREAM _FLUME.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-11 Figure D-12 BALES LINED WITH IMPERMEABLE LINER LIMIT OF CONSTRUCTION ROW I I PUMP(S) O SILT FENCE, DOUBLE STAKED I I I STRAW BALES, OR BOTH I IF NECESSARY I STANDBY UPSTREAM PUMP(S) DAM l J V. SPOIL P :. t O a SPOIL: '. SP' l ' *F' '�} r'}• a+4. a ,' •x' �* •-••4f + 'Yx.l - i }'Q 'xpe• k ,4 1 ' V _ i Y L• i +" 4 e i +" _ + i +_ i n J' e Je r r , f ' r .PROPOSED TRENCH',- - i}a i,Me i4= i�. �4: t4.• iyil i4+': i�:• +y. i4+ - -.}, P :.a. r:a. P r .x• r- ! .. s -i4+ _ - - - - :. f- P :ar I -r i e a R m _ r a' - A .a �a PLACE SEDIMENT BARRIERS �--, I TEMPORARY BRIDGE (IF NEEDED) I ACROSS WORKING SIDE OF ROW I I AT THE END OF EACH DAY. I I DOWNSTREAM DAM \l ENERGY DISSIPATOR �\ LIMIT OF CONSTRUCTION ROW ADDITIONAL /ADDITIONAL TEMPORARY 50' '� I �, 50' �� TEMPORARY WORKSPACE WORKSPACE �O For environmental review purposes only. Adardc Atlantic Coast Pipeline coak Typical Waterbody Crossing Pm IpAne Dam and Pump Method 1w an EFUA Group mrrWWV K:\_CLIENT_ PROJECTS\D-F\DOM\ACP\CROSSINGSWNG_STFEAM_ DAM_AND_PUMP.VSD, Dai: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-12 For environmental review purposes only. Atlantic Coast Pipeline Atlantic AP -1 (42" Outside Diameter), AP -2 (36" Outside Diameter), Ja ' AP -3 (20" Outside Diameter), and Pi e a ,M AP -4 and AP -5 (16" Outside Diameter) p Typical Waterbody Crossing Directional Drill Method an ERM Group company K:\ CLIENT PROJECTS\D-F\DOMWCP\CROSSINGS\XING_STREAM HDD.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-13 Figure D-14 WETLAND BOUNDARY I ,\ I ,A I \\ 1 t�J1i v LIMIT OF CONSTRUCTION ROW 1 \\ 11 '� SILT FENCE, DOUBLE STAKED 11 �STRAW BALES, OR BOTH AS I I NECESSARY C� �^ I TOPSOIL STRIPPED FROM TRENCH IN UNSATURATED SOILS '` \ I; \ `� _ — _ — _ — _ _ __ _ _ _ ___ _ _ _ _ _ _ _ 1 - T\\ lrb �: _ -------- I \ $POI 1 - i, - - :'x: .b: :x: .t. :'+°: .t• •;.r°: - :..: :�: - .+: - t• je - •„ - - :'x: .'r: :xa`✓.tx i..' TRENCH: �. .PROPOSED 27 PLACE SEDIMENT BARRIERS ACROSS — — — — WORKING SIDE OF ROW AT THE END OF EACH DAY. — ------ .4.,' /-1------------------------------------ --------TII —�. ------- �W: ' CONSTRUCTION MATS IF NECESSARY �` 1 ADDITIONAL i' ' LIMIT OF CONSTRUCTION '�� \\� ROW \-501 ADDITIONAL TEMPORARY SO' WORKSPACE ;�; I 1 \ '�A IN'. TEMPORARY ;�'. WORKSPACE 4I/ 6 �i r r NOTE: SEDIMENT BARRIERS MAY ALSO BE INSTALLED AT THE EDGE OF THE CONSTRUCTION ROW AS NECESSARY TO CONTROL I� I SEDIMENT WITHIN WORK AREAS. For environmental review purposes only. Atlantic Coast Pipeline Atlantic Coast AP -1 (42" Outside Diameter), AP -2 (36" Outside Diameter), AP -3 (20" Outside Diameter), and AP -4 and AP -5 (16" Outside Diameter) FSIveline sM Typical Wetland Crossing r Open Cut Method an ERM Group company K:\_CLIENT_PROJECTS\D-F\DOMWCP\CROSSINGSVONG_WETLAND OPEN_CUT.VSD, Date: 10/10/2014, REVISED: 4/15/2015 DRAWN BY: McGregor Figure D-14