20070245 Ver 1_Site Plan_20071222

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_ .
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INTERMITTENT STREAM.
i
P
_ N s fp ~I i S
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a Y ~ IMPACTED WETLAND/STRE j E AM.
I
~
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cv CLEARING LIMITS '07
.t _ H
~i W
c ~ ~'i 'I ~ , _ W . ° • CLEARING LIMITS '08 HQ
B P 'A
4 V/
~(~ITI~C~~'CIRNER
o
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. IMPACTED WETLAND AREAS
! 1t2 l~ 1 7 ~ ~2 f r i. t~ " HQ"
n~r,r`A " NON-RIPARIAN RIPARIAN INTERMITTENT PERRENI ~ WETLAND WETLAND STREAM STREAM
~ J IENIAL LOGO
~ [EAM ,E
d~ H) I~ / P \1 QC Headquarters 112,337 SF/2.58 Ac 0 SF/0 Ac 864 LF 0 LF
G
I• KTE K FY 2007 Totals 15,673 SF/0.36 Ac 200 SF/0.004 Ac 71SLF 0 LF S LF
OUSE. Ht BMP 8 (Excluding HQ) 16 70'
- - - - - - -
FY 2008 Totals 98,407 SF/226 Ac 35,332 SF/0.81 Ac 696 LF 0 LF H LF s.I Ti7
B
I Calculated 226,417 SF/520 Ac 35,532 SF/0.82 Ac 2,275 LF 0 LF LF IIII
a ri4 Totals sFiu.
N ` l I III III 0 1 1 1 1 1 1 1 I I e ~~e pMe Wetland Survey 92Ac 9.1 Ac 17,2871E 17,176LF DES J DRW WWOK 76 LF REVIEWED BY
Totals
i pill II Survey of WeNands and Stream Origins, Marsoc CantomeM Area, Juty 2007. PM/DM J.Z.
CHIEF ENG/ARCH
~ ~ ~~i, ~ ~ P ~I1 P A - - - - 0
A NUMBERED NOTES: Z
3 ~7 L 8 Ld
~'~~J z Z E
O Q1 EXISTING CULVERT TO BE REMOVED AND STREAM UAJ <
CHANNEL RE-ESTABLISHED.
co Lij
b ~ q
n ~ O S ~I Q2 POTENTIAL STREAM CHANNEL RELOCATION VIA Q°z~z :2
e CULVERT/CHANNEL. DETAILED GRADING TO BE mom U O
N I PROVIDED WITH FINAL SITE DESIGN. Lc 0
A ~ 0 05 LIJ C/) > <
U Q ~ I ~ i
p ~ 3 FOOTBRIDGE OVER WETLANDS CROSSING. s ~
CL CY
o " s ~ r ~ ~ ~ I~ 4 s 4 PROPOSED CULVERT UNDER ROADWAY. 3: U ~
s p Q S Q Q II D`l- D 5 PROPSOSED BRIDGE OVER PRIMARY NURSERY i - Oa,~S ~ U Z X V)
I OS Q 0 ~~Q
i1REAS x a~ cf) L.LJ CL
3 / ~ a oa 1/-,^
m OR; <
j9 MITIGATION PLAN SUMMARY c3r
CZ MATCH LINE SHEET 3
NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT .:NT ~ o ~
WETLAND NON-RIPARIAN STRE L5 STREAM ~ 0
b ~ W
AGENCY APPROVAL. ~L GSRA MITIGATION BANK COMBINATION OFNORTH COMBINATION OF NORT z NORTH
~A (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM- CAROLINA ECOSYSTE UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGR (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE YSTEM 0
IOGRAM
SITE CODE ID.' N0. 80091 SIZE 0
TO BE UTILIZED AT 1:7 RATIO MITIGATION TO BE UTILIZ ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOW MITIGATION WOULD BE VIA -EEP:1,865 LF UTILIZED. - sue: AS SHOWN
(DOWN: Mnxieno No.
STA. PROJ. NO. Y
EEP CREDITS, AS REQUIRED. -ON-SITE : 410 LF LF WORK ORDER NO,
ESTIMATED BREAKDOWN: CONSTR. CONTR. NO.
~ 2~~• ~ Z00• 400• 800. -EEP: TBD Aa
-ON-SITE :0.82 Ac. NAVFAC DRAWING NO. G-001
i;i Q WETLANDS.DWG
e sc~ ~ •-QOO• of ~ ~1,'t~ T~ tern SHEET OF ,,.l
uU~ w L= U li U5 1")
12,27mOT
1 ~ z DRAWF'DRM REI MM. 01 MAY 2004
. ~ / I ~ JEER DEER - -wAreFt c
ll~N6i 5rpPp,~N ~UR ALIrY BRAN"

L I J `r I "
~
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N 99 Na
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~
+ ~ ~ RIPARIAN WETLAND AREA
f~ Q ~
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NON-RIPARIAN WETLAND (3 cl
x x CE
AREA
W W
Q Q
ZZ
fl ~ as
sa D D INTERMITTENT STREAM
_
O
PERRENIAL STREAM
mad
, IMPACTED WETLAND/STREA J EAM
~ J
CLEARING LIMITS '07
T
NA/F,~IC
CLEARING LIMITS '08
C Z a
~ 1` 1
z ~ ~
IMPACTED WETLAND AREAS URS
NON-RIPARIAN RIPARIAN INTERMITTENT PERREN MENIAL M LOGO
~ ^ f~ ~ ~ (REAM
~ ( WETLAND WETLAND STREAM STREA
. . ~ V V l t ` t~
• • . ~ l 'f ® ~ ww ~9~ L Headquarters 112,337 SF/2.58 Ac 0 SF/0 Ac 864 LF 0 LF
~ \ 1 • • • • • • • • • • 1 •a - i
1 ~ ~ L ti FY 2007 Totals .15,673 SF/0.36 Ac 200 SF/0.004 Ac 715 LF 0 LF 0 LF
~t , ~ (Excluding HQ) 169
~ ~ ~i , L
• . . • 1 ti FY 2008 Totals 98.40? SF/2.26 Ac 35,332 SF/0.81 Ac 696 LF 0 LF
1,
' • • • • • • ~ ~ • • • • ~ i • • 1 1 ~ • • • • • • • • • • • • ~ Calculated 226,417 SF/5.20 Ac 35,532 SF/0.82 Ac 2,275 LF 0 LF 0 LF Ste.
f 1~ 4 • • • • • • • • ~ • • • • • • , 1 1 $ • • • • • • • • • • Totals DES JRF oRw pCp~JYp,KEp
a ~ ~ , Wetland Survey 92 Ac 9.1 Ac 17,287 LF i 7,176 L ~ 176 LF REVIEWED BY
a • . ~ ~ ~ ~ ~ .Totals PM/OM i.Z.
~ CHIEF ENG/ARCH
\ ~ * Survey of Wetlands and Stream Origins, Marsoc Cantomenf Area, July 2007.
O N ~ ,A.Y... . . . . . . . ~ . . . . . • °z~ > U ~ Z
N NUMBERED NOTES:
~ ~ N ~O ~ w E z ZZ
E V • • , • • • • e • • • ~ 0
U •r • ~ , ' ~ t, p ~ ..rte 1 'EXISTING CULVERT TO BE REMOVED AND STREAM
w ` ~ v CHANNEL RE-ESTABLISHED. W z
v ~ ~ ~ . ~ 6 cl) oC w
. . .c o° Q
o r a* ~ D 2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ QZmz
o /~~'1- CULVERT/CHANNEL. DETAILED GRADING TO BE Rz 0 u; 0
J 1•i. . . . . . .w~i~ . . . . ~ . . . . ~ . . . . PROVIDED WITH FINAL SITE DESIGN. 0 05 cn > <
m .
O Q loom z LLJ
N W r ~ ~ 3 FOOTBRIDGE OVER WETLANDS CROSSING. U
Q ARMS ow cy V)
Z . . h- ~ - 4 PROPOSED CULVERT UNDER ROADWAY. z Z:c V)
Q
R1~1~ ® ~ e i P Y 0 <
.J~ ~ v ~ A ~ hti M' ~ ~ ~ • • • • • • • • • • • r AAV1r •?~A ~ V r V A~ • • • • • • • • • • ' ~If i 5 PROP.SOSED BRIDGE OVER PRIMARY NURSERY in cf), CL
~ ~wVl~n '1 v I` w~~ ~H r~ • ~ ~ A ~ ~ r I / 1, r r ~ ~ Y AREA$ 2
~ ~ . C ~ ' ~ ~ • • • • • v ~ 0 Q
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Y Z MITIGATION PLAN SUMMARY a cy
~ 7 / ' W
Q U MATCH LINE SHEET 4 NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT ENT ~
o WETLAND. NON-RIPARIAN STR ~L ~ GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NOR (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTE UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGF (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE STREAM ~ o =
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U . O AGENCY APPROVAL NORTH Z
~ . ?YSTEM
Q ROGRAM
d. . -SITE CODE I0. N0. 80091 SIZE D
co TO BE UTILIZED AT 1:1 RATtO MITIGATION TO BE UTILI ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDO MITIGATION WOULD BE V!A -EEP:1,865 LF UTILIZED. SCALE: AS SHOWN
KDOWN: M+xiMo Na
.a LF srn. PRa. No.
O ~ EEP CREDITS, AS REQUIRED. -0N-SITE : 410 LF O LF WORK ORDER NO. CONSTR. CONTR. NO.
W ~ ESTIMATED BREAKDOWN.
-EEP: TBD Ac
W ~ ~ ~ ~ ~ J ~ -0N-SITE :0.82 Aa O ~ - 0 2~~ ~ ~ s NAVFAC DRAWING NO. G-001
y WEfi.ANDS.DWG SHEET 2 OOF4 so"
. ~ . fl 1
Q 0 12=27mO7
ORAWFORM REVISION: 01 MAY 2008

1 ,

~ ~r ~
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MATCH LINE SHEET y
99
, a PA W7 N N a
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i WASH ~
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u~ ~ ~ Q ' , . ~ ~ p RIPARIAN V!/ETLAND AREA
o
! PA P ~ + a ~
~ D cc cc
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- - _ - - - - - - i p -r' NON-RIPARIAN WETLAND ziE
P ~Ti~tU . AREA a~
~ s _ 7 ~~'0~ ~dh is Y ¦S~ ~iO~li~ ~'~fi$ ~ es°`' ,y 0
/ - 41 as
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INTERMITTENT STREAM
~ -f" ~
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. `s~~' ~ PERRENIAL STREAM
o~ao mad
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r j ` IMPACTED WETLAND/STREA ` S EAM

~o FEN ED , 1, 4 r ~a ~
' r ~ AR A ,i
V
CLEARING LIMITS '07
~ 1 A
d, r•°
4..~ / . f ~`o. NAfFA%C
• d ,ens ; ~o - ~ CLEARING LIMITS '08
a W Z
o~* ~`~0 .
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r.' \ ~f I r~' . . . Ni" ~ Z IMPACTED WETLAND AREAS
!mom Ne ' ^ J
J NON-RIPARIAN RIPARIAN INTERMITTENT PERAEN ( T WETLAND WETLAND STREAM STREA IRENIAL AE LOGO
'REAM
~ ~`•~a~
~ Headquarters 112,337 SF/2.58 Ac 0 SF/0 Ac 864 LF 0 LF 0 LF
~ r'-~ ewe ;'°~o ~ r'- DE gf-s
Q FY 2007 Totals 15,673 SF/0.36 Ac -200 SF/0.004 Ac 715 LF 0 LF 0 LF 16
~°a\ t`~fo PERIM TE °a '~~oo ROA ~ (Excluding HQ)
7 eo FY 2008 Totals 98,407 SF/2.26 Ac 35,332 SF/0.81 Ac 696 LF 0 LF 0 LF = NG
o , o~
. ~"°oo s ~ Calculated 226,417 SF/5.20 Ac 35,532 SF/0.82 Ac 2,275 LF 0 LF 0 LF ~~?II?~~
~ ~ ~ ~ Jam--,-~~~~ Totals SE&
• DES JRF oRw PCP.JVP.KEP
°o, ~ Wetland Survey. 92 Ac 9.1 Ac 17,287 LF 17, i 76 L Totals ;176 LF REVIEWED BY
PM/OM J.Z.
p ~~?y` ~ ,yap a0°a Surrey of Wetlands and Stream Origins, Marsoc Cantoment Area, July 2007. CHIEF ENG/ARCH
" ~ • . . > U
N ? t i•~ Z
NUMBERED NOTES.
oZ E z ZW Q
1 EXISTING. CULVERT TO BE REMOVED AND STREAM
~ i O T •P\ <<~d ~B 1 0/ t9Y~l0 0 YOB ' CHANNEL RE-ESTABLISHED.
o o o ~~s~.__ _ ~ w
o wPA ~i*r 2POTENTIAL STREAM CHANNEL RELOCATION VIA ~ ~Z ~ z
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cv Y ~ S~ ire PROVIDED WITH FINAL SITE DESIGN. a n . uu cl) > <
o 'ice. ~ Q~ p ~ ~ i > z.:2 Z LLJ
. N P~ ~ 3 FOOTBRIDGE OVER WETLANDS CROSSING.
~ ~ ? P ~ ~pp0
S ~ ~~s x x ~s ~ ~ d cy V) z 3: z
4 PROPOSED CULVERT UNDER ROADWAY.
~ 5
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3 v y ~l AREAS -cf) Lij 13. wit
v c v a < LL.
3
Y AGENCY APPROVAL MITIGATION PLAN SUMMARY cn cy
z
o. NON-RIPARIAN INTERMITTENT .NT w o ~
U O
~ ~ WETLAND RIPARIAN WETLAND- NON-RIPARIAN STRE ~L - GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NOR {CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTE UTILIZED AT 1:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGR (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE STREAM 0 w =
a. i U 8 z z i 'NORTH ~
O ~A Q YSTEM
OGRAM
.d.
SITE CODE ID. NO. 80091 SIZE D
TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTIUZ ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDOW MITIGATION WOULD BE VIA -EEP:1,865 LF UTILIZED. SCALE: AS SHOWN
a KDOWN: MAXIMO Na
0 MOF STA. PRW. NO.
w EEP CREDITS. AS REQUIRED. -ON-SITE 410 LF I LF WORK ORDER NO. CONSTR. CONTR. NO.
.ESTIMATED BREAKDOWN:
200' 100.' 0 200' 400' 600' -EEP: TBD Ac NAVFAC DRAWING NO. G-001
-ON-SITE :0.82 Ac. 07 - Oa.~ s WETLANDS.DWG
SHEEP 3 OF
o SCALE 1 "~L00' ~ . . 12-27-07
w r pRAWFOgM REVISIONt 01 MAY 2006
1 1. ~ ~ i~ ~ ~

~ ~
a
• . . • . • • . . , • • • • • . . • • . .~.,w,,~.~,,;.• ~ "~..r.«~•..r1 ( 1~ ,w . • i,~ 0 9
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l~ t~ t ~ N r
1 \.t ~ 1 1 ti ~ t . ~ ~ j 1~
~ , 1 l ~ ~ ~ 1 t . ~ ~ ti ~ ' S LEGEND
1 • • • • • ~ • • • • • • • • • • • ? • • • . ~ ~ ~ ~ • • • • ~ 41
~ 1~ . ~ e • \ . ~ ,
t rV.M r1 A r y • • ~ ? ~ ~ ~ ~ ' ~ ~ 1 ` a ~~q ~ y RIPARIAN WETLAND AREA
t~ ~ r ti ~ 1 , • • • • ~ ~l ~ ~ d~' ti • • ! ~ . ~ .
v ~ IA ~ ~ r ~ ~ ~ fr ? ~ • ~ • • • • • • • ~ y~ ~ ~ ti • • ~ ~ M ~ ~ ' 1 ~ ~ ~ W W
J I ~ •r . . . • • . . • • \ ~~gg 1~~W{ft~~ r r ? b'? ? • ~1 ? t . . i.-..? . 1 ~ ~ e~ t t • ~ ~ ~ . P` ~ ~ ~ ? • Xs
~?'~•w•. • • • • • • • ate • rf t ~ f~ , • • ~ ~ ti Wp~ 1b ~ NON-RIPARIAN WETLAND as
~ ~ ~ ~ • ~ . 1 i ~ ? r~ r ~ ti ~ " I 1 ~ \ y • . r t~~ ~ . ~ 1 ~ s ~ ~ a CF o
~ S ~r ! t . . . ~ ~ r v ..r.r.rn.. vrn n~~?v ~ 1 1 1 n Z w
! 1 ~ ~ w ~ 1 1 r ~ v ~ / ~ ~ ~ • . r ~ t~ ~ ~ ~ ~®0~ a ~ i ~ ~ ~ 1 t ti AREA ww°
{ 1 ~ . ~ ~ ti , t r ~ ~ ~ , , a . d ~ ~ ~ t ~ • 1 1 ! ~ 1 t ~ A, . ro N.A.
M wh` q` ~ '1 4, • • • • • h ~ 4 ~ ~ ` ~ ~ ? 1 ' 1 j • 1 1~ as
• • • • • • • • V • • • • • • • • • • l ~ ~ • ~ .y ~L 1 • ~ ~y 1 1 as
1 ~M ~ ~ 1 ;l+ . ~ t . ~ ~ 0 ,A 1 M INTERMITTENT STREAM
~ r . . • w, 1 \ ~ • ~ ~ ~ 1
J ~ ~ ? '1 1 • • • • • • • • - V~ ~ r ~ 1 • • • • • • • • ,'ti ~ - • •
• ^ 1 ~ t ` • ~ • • • • • ~ t • • • • 1 ti"w ~ t 1 .
. . , . 1 * . . . . . . . . . . . . . .~1. . ~ • . ~ t • of ~ ~ ~i ti • PERRENIAL STREAM
c~ . c r . ~ ti . . • ~ ~ , • ~ ~ ~ ~ ~ ~ . ~ t •
. / • . . • NKJ ~ R , • ~ ~ i . f ~ • J~
. • ~ . • ~ ti ~ • ~ ~ t ti • • ~ r ~ • ~ 1
r ~ . ~ . . t r . • . ~ t • . ~ ~ ~ ~ ~ • ~ 0 A _ t .f • . . , IMPACTED WETLAND/STREA 0 EAM
r . ~ 'y' ~ ~ ~ 1. . . ~ ~ ~ • ,n . ~
. ~ • f . _ ~ . •
1'~ ~ ~ s~ ~ t. ~ . ~ ~ • . ~ ~ ..,..1 ra? , ~ f ,i
~ c c t4 ~ ~ ~ a _ ~ ~
• • • • • • • • • • • • • • • • • r • 1\ / • • • • • • • • • • • • • • ti , • ~ ' ~i ~ ~ ~ ~ CLEARING LIMITS '07
. • 1 • l : , • ~ ~ ~ ~Id? ~ . • , , ~ • ~ , ~ ~
. . • • • ~ • ! 1 . ~ ~ ~ ~ ~ ~ • ~ ar ~ ~ ~ &NAM
! ~ f • t . ~ ~ . 1 r? , ~ ~ ~ • . ~ ' ~ ~ ~ ~ ~ ~ ,p
p • ! 1 ~ , 1~, t , 4~ . ~ ~ ~ ~ i , CLEARING LIMITS '08 I
. ~ 1 r ~ J 1 ~ ~ ~.I 1 • ~ ~ ~ ~ r r • ti 1 l ~ ~ ~ l
. ~ . . • ~ ~ t I ~ ~ ~ ~ ~ ~ 4
...1 • ~ • ~ 1? . ? ~ 01 ~ ~ ~ ~ ~ ~ r r ~ a? ~ ~ a . v
• • ~ ~ • • . •r ~ ~ J • _ ~ ~ T • Jr
1 t t ~ . ~ ~ . ~ 1 ~ ~ ~ . ^N ~
~ 1 1 ~ • ~ ~ 1 1 1 r • r° o ' ~ Z r ~ P t~ } ~ IMPACTED WETLAND AREAS
l l • ' ` . 4 J ? rrM^~ ' fI -ti. ~ ~ ~ • ~ r
. 1 J~~ ~ w r r ~ r
~ ~ • n ~ NON-RIPARIAN RIPARIAN INTERMITTENT PERREN MENIAL. - AE LOGO
~ i i ~r- ti ' i ^~f' / v WETLAND WETLAND STREAM STREA Headquarters 712,337 SF/2.58 Ac 0 SF/0 Ac 864 LF 0 lF FREAM
+ ) ~~~p'
YP .Z~~ • CAR C)~
f ~\\\jjj N~~ eves .
a FY 2007 Totals 15,673 SF/0.36 Ac 200 SF/0.004 Ac 715 LF 0 LF OLF
a.eua nom , ' 1 / mea = (Excluding HQ) OWN. i 169 0
i ^ ~ ~ ~ ~~~e! rJ`^ , t M 0 • ~SIZ`z 6.
a FY 2008 Totals 98,407 SF/226 Ac 35,332 SF/0.81 Ac 696 LF 0 LF 0 LF % '••F~ci NE
. . r o : , - rso ~ µ ` ~ i
Calculated 226,417 SF/520 Ac 35,532 SF/0.82 Ac 2.275 LF 0 LF 0 LF
„ 'ago.-- i~ i ~ i 'gyp' r+~ ) ~ Totals sE&
O ~ i ~i ~ Ap Welland Survey 92 Ac 9.1 Ac 17,287 LF 17,176 L Totals ' DES JRF DRw PCP,JVP.Im' i 76 LF REVIEWED BY
~r 11~p R4~OI~Md~ _ r
1~Q - 1111 i x ~ Q PM/DM J.Z.
A0~0~11/i,B~i61161101Bi111 ¦H~ Ilri{I/ ¦Y¦ n ~ q x x x x x 'Survey of Wetlands arM Sfream Origins, Marsoc Cantoment Area, July 2007. CHIEF ENG/ARCH
a ~ ~ U
x N ~ ~ ~ ~ Z 5
N L NUMBERED NOTES: 12
U \ ~ ~ Z E
0 J ti~ Q1 EXISTING CULVERT TO BE REMOVED AND STREAM w Q
v i~~ z w >pm Z
v CHANNEL RE-ESTABLISHED. ca cc LLJ
t P ~
~ Q _ Q2 POTENTIAL STREAM CHANNEL RELOCATION VIA ~ m Z~z
Q o Q W >
CULVERT/CHANNEL. DETAILED GRADING TO BE 0. F- . w
0 V' PROVIDED WITH FINAL SITE DESIGN. LLJ cl) > <
o Q C7 N
3 FOOTBRIDGE OVER WETLANDS CROSSING. o Qz~zw~
Q cy U)
Z X ~ V z v
5 ~ o p 4 PROPOSED CULVERT UNDER ROADWAY.
~ ~ AGENCY APPROVAL
y ^
~ 5 PROPSOSED BRIDGE OVER PRIMARY NURSERY o 0QwCL
AREAS
~ V ~ T. 3
Y Z `2~~~ MITIGATION PLAN SUMMARY
W
NON-RIPARIAN RIPARIAN WETLAND INTERMITTENT ENT ~
D
O U.. WETLAND NON-RIPARIAN STR ~L GSRA MITIGATION BANK COMBINATION OF NORTH COMBINATION OF NOR (CAMP LEJEUNE) TO BE CAROLINA ECOSYSTEM CAROLINA ECOSYSTE UTILIZED AT f:1.5 RATIO. ENHANCEMANT PROGRAM ENHANCEMANT PROGF (EEP) AND ON-SITE CREDITS (EEP) AND ON-SITE STREAM ~ W z
V ~ ~ z
O =NORTH ~ Of /
~A SYSTEM ~ ~ ~ f
ROGRAM
-SITE CODE I0. NO. 80091 SIZE D
TO BE UTILIZED AT 1:1 RATIO MITIGATION TO BE UTIU ON-SITE. ANY ADDITIONAL ESTIMATED BREAKDO MITIGATION WOULD BE VIA -EEP:1,865 LF UTILIZED. SCALE: AS SHOWN
,KDOWN: HMO NO. STA. PROJ. NO.
0 LF WORK ORDER NO.
W EEP CREDITS, AS REQUIRED. -ON-SITE; 410 LF 0 LF CONSTR. CONTR. NO.
Z ESTIMATED BREAKDOWN:
200• , oo~ o zoo• 400• soo• -EEP:TBDAc O'1' ~a,~5 ~ NAVFAC DRAWING NO. G-001
-0N-SITE :0.82 Ac. WE?U1NDS.DWG
SHEET- 4'' OF 4
o scn~ t "~oo• 12-2?-07
ow?wFORM REVISION: 01 MAY 2008
1~ .