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- - - ' r ` ` 1, r WETLANDS 1.66 AC 429 SF ¦ ¦ I I
_ 'I ~ 9 1 1,963 LF 76,151 SF 429 5F ' '~C__=_______ ~ I ¦
~ 1 ,1I TOTAL IMPACTS 7,777 SF 1,744 AC 0.009 AC ¦ ' I I
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JURIS. LINEAR IMPACT TYPE CHANNEL WETLANDS WETLANDS ¦
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CHANNEL 75 LF
225 SF ¦ 1 ¦
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CHANNEL A 246 LF ` 1 I\ ~ \ 'I ~ \ ~ ~ ~ Dge.~tention i I DWQ INTERMITTENT 984 $F \ \1 \ \ \ \ \ \ \I' ~ ~ ~ UQ.~~n~Z / ~ : CHANNEL A-1 57 LF \ \ \ \ \ I ~ ~ ~ / i • 1 ( COMMEWS -11/30/07 I iC
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¦ 08/30/07
CHANNEL C 196 SF 429 SF \ \ \ ~ ~ \ ~ \ ~II ~ I SC~ntE: 1"=Stt \ 1 I ~ I ~ / ~ / A \ Y I / ¦ s::A~c
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6 ¦

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- ~ \ ~ ~1 {I~TLA~ ~ ~ , / ~ , F~XISTING A ~ J ~I ~ ~ ~ ~ - , ~ ~ ,~21,1~3~SF) ~ ~ ~ ~ ~ / ~i~iPARIANT'
c 11 • a~' ~ / \ ~ \ ~ ~ ~ ~ ~ ~ ` i ~ ~ERENNIAL ~ ~ ~Q u ~ ~y • X65 / ~ ~ ~ \ ~ ~ ~ ~ ` J ~ \ I NNEL B-2
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IMPACT TYPE CHANNEL WETLANDS WET NOS / / / ~PERENt~IAI • JAN 1 p 2008
NO. (LF ONLYJ (SF ONLY) (SF ONLY) ~ CHANNEL A ~
91 LF \ ~ CHANNEL A 364 SF END OENR-~S~E~.R~~q R3rp,~;Ct1 ' wtmDS AND
DWQ PERENNIAL ¦
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CHANNEL A 246 LF CHANNEL A • ~ I OWO INTERNIifENT 984 SF PER DWQ REVEW ¦ 1 I COMMENTS-11/30/071 JC
CHANNEL A-1 57 LF • i I ¦
228 SF ~
CHANNEL A-2 478 LF ¦ I I ¦
1,912 SF ¦ I I
2 CHANNEL 8-1 ~~p8 SF ~ ¦
¦ I I
CHANNEL B-2 424 LF • oa., ¦ DRAWN V'. ::i[ MDBI..
1,696 SF ~ BP W 290 LF 0 25 50 100 ¦ BP JAR
CHANNEL C 429 SF f~f ~ D•T DA-C • 08/30/07
1.160 SF ¦ S.:Aic
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PROXC 7 NO. ¦ 0738
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I I I ¦ I I I ¦
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PROPOSED DETAIL IS SHOWN Wmi ¦
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STANDARDS. ¦
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PROPOSED STORM PROPOSED ROAD 5EC110N ¦ PIPE CROSSINGS PER CITY OF BURLINGTON
STANDARDS ICURBAND ¦ © i
GUTTER AND HEAVY DUTY ¦ ASPHALTj. ¦
JAS 1 0 2008
¦ EXISTING GRADE ~
¦ VZLMDS AND STORmwkl'rt. . > ;
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¦
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FINISHEDGRADE INSTALL PIPE Wmi20 OR 12"OF ¦ 1 I COVMENIS-11/30/071 JC
CULVERT, BELOW GRADEATINVERT INSTALL PIPE Wmi20 OR 12"OF I I I
OF EXISTING CHANNfl. CULVERT, BELOW GRADEATINVERT
OF EXISTING CHANNfl. FINISHED GRADE ¦ I I I
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I I
¦ DkAWN R~: 'll DRAWN V: ;.HMKCDB'.
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¦ 0B/30/0~ 08/30/07
¦ i;:AIC 1 N/A K:AAic 1"= N/A
¦ PR;JI~ N:J. PRJI:7 NO.
¦ 0738
¦ iHCC-ND. SHCC- NJ.
7
7 of 7of7