20071730 Ver 1_More Info Received_20071217

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LMG ~~C.~.
LAND MANAGEMENT GROUP irrc. ~~~~
Environmental Consultants ,~ <<~
.~ ~
December 13, 2007 ~~~"~~;~~"s. ~ ~."~,
~; ~~ ,,
~y 4~
TO: Mr. Chad Coburn '~~~~'~
NC Division of Water Quality ~~~._
127 Cardinal Drive Extension ~
Wilmington, NC 28405
RE: Additional Information for San Rio Ocean and River Club: Phases 2 and 3
Brunswick County, NC
DWQ Project # 07 1730; Action ID# 200600440
Dear Chad:
Thank you for your letter dated November 5, 2007 in which you request additional information
regarding San Rio Ocean and River Club; Phases 2 and 3. Below is a response to each of your concerns.
Indicate all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
plan.
One temporary stream impact (Span # 1) is labeled on the revised plan view of the site plan. The impact
is also shown on Cross Section #1. Because it is an open cut line installation, no fill slopes, dissipaters,
or bank stabilization will be used. Silt fences will be used to minimize erosion into the stream and the
area will be returned to pre-construction grades.
2. Indicate all isolated ornon-isolated wetlands, streams, or other waters of the State as overlays on
the site plan.
All wetlands and streams are now shown on the site plan. The wetlands are based on surveyed
information, but stream locations are approximate and are based on LMG observations (see stream
forms).
3. Locate arty planned sewer lines as overlays on the site plan.
Sewer lines will be located within road rights-of--way, except as shown on the revised site plan. It has
recently been determined that two additional wetland crossings outside of the bridge locations will be
needed. These crossings will be directionally bored as shown on the site plan and insets 5 and 6.
4. Proposed "Wetland Span # 1 " on the plan sheet labeled "Overall Wetland Impact"appears to be a
stub road that ends abruptly. The DWQ cannot permit impacts for "roads to nowhere ". Explaifz
why this impact is necessary and provide details on the future development to where "Wetland
Span # 1 " is pointed.
Wetland Span # 1 will provide access to an amenity center located within Phase 2. The site plan has been
revised to show the location of the amenity center.
www.lmgroup.net • [e-mail] • Phone: [phone] Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

5. Provide detailed engineering drawings describing how utility lines will be installed at the wetland
impact sites listing the depth of placement.
Please see enclosed figures.
6. Provide a letter of concurrence from the Town of Shallotte for the placement of the utility lines
outside of the 10 foot easement or stating where the utility lines should be placed within the
easement.
With regards to the NCDENR Notice of Violation, the developer had portions of the sanitary sewer
force main installed prior to obtaining the State permit. No sewer flow entered the installed pipe, nor
was the pipe ever connected to any existing sewer. It is basically a buried line serving no current
purpose. The NCDENR sewer permit has since been issued for the sewer in question. At no time did
the installed sewer line disturb wetlands.
7. Explain what is meant by "10 foot utility and sidewalk easement" found on the plan sheets for
wetland spans 1 and 2. Sidewalks cannot be counted as temporary impacts.
The 10 foot easement is for utilities only. This language has been revised.
8. You do not appear to have avoided and minimized to the greatest extent practicable. Please
explain why the utility impacts cannot be avoided through the use of some sort of directional
boring to eliminate wetland impacts.
The applicant evaluated the possibility of directionally boring utilities under all wetland/stream
crossings. However, costs were too great, especially when taking into account that they are already
incurring the cost of several bridges to avoid permanent impacts. In addition, two utility crossings will
be directionally bored to further minimize impacts (Insets 5 and 6).
I hope this response adequately addresses all of your comments. Please contact me if you have any
questions or need any additional information. Thank you for your assistance with this project.
Sincerely, ~.
~= ~~,~
Kim Williams
Wetland Scientist
Encl.
C: Mr. Jim Green, Wakefield Development Co.
Mr. Dave Bartone, John R. McAdams Co.
Mr. Ian McMillan, DWQ
Ms. Kim Garvey, ACOE

LMG
LAND MANAGEMENT GROUP ~rrc.
Environmental Consultants
December 13, 2007
TO: Ms. Kim Garvey
U. S. Army Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
RE: Additional Information for San Rio Ocean and River Club: Phases 2 and 3
Brunswick County, NC
DWQ Project # 07 1730; Action ID# 200600440
Dear Kim:
Thank you for your letter dated November 14, 2007 in which you request additional
information regarding San Rio Ocean and River Club; Phases 2 and 3. Below is a response to each of
your concerns.
1. Please review the regional conditions for 1VWP 29 and provide proof to this office that you
qualify under 4.3, 4.4, and 4.5 (see attached).
Wetland crossing #4 is located within the 100-year floodplain. Therefore, we would like to utilize
the NWP 12, as originally requested. It appears that the proposed project meets the conditions of
this permit.
2. It appears based on your application that impacts to wetlands could be completely avoided
by directionally boring the utility line installation under streams and wetlands. Please
explain why this alternative was not considered and why it may/may not be practicable
(NWP General Condition #20(a)).
The applicant evaluated the possibility of directionally boring utilities under all wetland/stream
crossings. However, costs were too great, especially when taking into account that they are
already incurring the cost of several bridges to avoid permanent impacts. Please note that the
revised site plan (enclosed) shows two additional utility crossings through wetlands that will be
directionally bored to further minimize impacts (Insets 5 and 6).
3. Please provide a fill size map.
Please see the attached 24" x 36" map.
www.lmgroup.net • [e-mail] Phone: [phone] Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

4. Please clarify the need for Impact # 1.
Wetland Span #1 will provide access to an amenity center located within Phase 2. The site plan
has been revised to show the approximate location of the amenity center.
S. No mitigation is proposed for this project. This offrce recommends full preservation of the
waters and wetlands orz-site using one of the models on ozrr website (see attached) to avoid
secondary and cumzrlative impacts associated with the construction of this subdivision.
The applicant is proposing only temporary wetland and stream impacts for the installation of
utilities. Impacts have been minimized through careful site planning including the construction of
several bridges and directional bores to avoid permanent impacts. Therefore, no further mitigation
is offered.
6. Please clarify the nature of the sewer line violation issued by the State that occurred on the
property.
With regards to the NCDENR Notice of Violation, the developer had portions of the sanitary
sewer force main installed prior to obtaining the State permit. No sewer flow entered the installed
pipe, nor was the pipe ever connected to any existing sewer. It is basically a buried line serving
no current purpose. The NCDENR sewer permit has since been issued for the sewer in question.
At no time did the installed sewer line disturb wetlands.
I hope this response adequately addresses all of your comments. Please contact me ifyou have
any questions or need any additional information. Thank you for your assistance with this project.
Sincerely, ,
~~ ~ ,
Kim Williams
Wetland Scientist
Encl.
C: Mr. Jim Green, Wakefield Development Co.
Mr. Dave Bartone
Mr. Ian McMillan, DWQ
Mr. Chad Coburn, DWQ

......

NOTES:
1. IMPACTS SHOWN INCLUDE ALL NECESSARY TO CONSTRUCT
THE PROJECT. NO ADDITIONAL IMPACTS SHALL BE
CONSTRUCTED WITHOUT ADDITIONAL PERMITTING (IF
NECESSARY).
2. LAYOUT SHOWN IS CONCEPTUAL ONLY.
3. LOT NUMBERING SHOWN SHALL BE USED FOR ILLUSTRATIVE
PURPOSES ONLY AND SHALL BE SUBJECT TO CHANGE.
4. NO LOT IMPACTS ARE PROPOSED BEYOND WHAT IS SHOWN.
5. ALL UTILITY/WETLAND CROSSINGS SHALL BE WITHIN OR
NEAR ROAD RIGHT-OF-WAY, UNLESS SHOWN OTHERWISE.
SPAN #2 - 68 LF
(TEMPORARY WETLAND
IMPACT SEE INSET 2 ~\ ~\
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PROPOSED WETLAND SPAN
#1 - 134LF (TEMPORARY
WETLAND IMPACT/STREAM
PROPOSED UTILITY/
WETLAND CROSSING
BY BORE (NO
IMPACT) SEE INSET 6
BRIDGE -
NO WETLAND IMPACT
(USAGE #2006-440,
JULY 13. 20071
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CENTER

SPAN #4 - 85 LF
(TEMPORARY WETLAND
IMPACT) SEE INSET 4
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE:[phone]
WETLAND FLAGS FIELD LOCATED BY;
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE:[phone]
~tz~,°~„'°p(l ° '` t ~~' EXISTING STREAM (PER
`~~,~ 1 ~`" ~ ~~ LAND MANAGEMENT
~, < , ~~
~;,,~. ,~ ~, G OUP STAFF}
1,
r=,., i. `~-~ Z
TEMPORARY IMPACTS
SPAN LOCATION AREA SF
1 7>303
2 3,141
3 2,290
4 3,456
#TEMPORARY IMPACTS INCLUDE
THOSE NECESSARY FOR UTILITY
PLACEMENT AT PROPOSED
BRIDGING, ETC
V /~' `" '' / /\ PHASE 2 ~ ~ ~ a' ~~
' a ~ r~ s a
it t t~~, ~ r ~ I 4 '~ 1 s a ,l':~, ,S'
\`~/ , '
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may/ a i ~ a 9 1 `d a
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~~ 1 ! { ~a a~ a s a a a a a
_ t ~~•. ~ ~.. ~•.- r`.'.. ! ~ ~ ! ; :~~ ~t l-V%/nj i > a > ~r a a a r a a s
a , •~_ ,-, ,PHASE 1 , ~ / \ll j ~ ~ a a a a ~ a ~1l 3 a a '
i i ~, ~ ~ 1 , ,! ~ f'~~ a r a a a r a a a a // a r >
R _. 1 I ~ ~'~ ~ v'~ n a s a a a r a a + ~ /~a a ~
, !
t , ^ '' ' `h/ ~i ••,` ~•~•'' ``\ g ~ `~1 ! ~ • ~t ~ . ~ a )~ ~} ire .`a ,+ a a i a a ~I~~ a ~~{ a a s a >
~ ^ ), t ~ ~' ~~)`~~•- ~~~ 's 'r's'~,~~'~ 4 ~^ #~ ; a It'd 'ja~aja~~ a~~{y~la~j~a LEGEND
~,~ ~ ~' 1 I ;~ j ~ ~ ~ ,k,,, =~ EXISTING WETLAND (404)
1, i , i a/ a 3 a a a a ) a D a d a
!•.~ 11 1 I~ ~=_ 1` I ~~ ,.t ~ 1/ t a i a a a > a a a a} a
'c , 1, ! , ', 1..1 ~ a a a a , , ~ WETLAND IMPACT INSET
_~ 1 1 { Ir,;, ~l~ll I t ~ :i` •• I~ ~ ~/ i'1 " /' ~'~. ~' a f a j a a a a r a
`! 11 4 1 \ r ,~ ! ~fu' ! •_~, ~ 11 t ~ a a ~ 1 i a i i,
•1 ;,~ , { ill / ~ ./~.'//I~. T~)~~ Gti. ' ~1 t
n~ a a a a r a
~~ ~ t ~~ I a
1 t
r' ~w•` "' ~~:~ ~ ~ '~ ~I `, I ~ GRAPHIC SCALE
PROPOSED WETIAND ° ` •" '~ `<"`' ' ' ~
... ~ '~ , ~ ~, '' ~ .. \ / NOTE:
400 0 200 400 800
SPAN #3 - fi5 LF J \ ` ~ v PHASE I: PLAT BOOK 0040, PAGE 0028-0032
;TEMPORARY WETLAND C ~ ~"° ,~~, r .•.,•'~;//
\. O
IMPACT SEE INSET 3 ~ PHASE III: PLAT BOOK 0045, PAGE 0003-0013 1 inch = 400 ft.
! ~ •\
!;~ a
1 ~,
,_~ r.>
i;
` ~ ,,.
~l
~~~' PROPOSED UTILITY/
~~ WETLAND CROSSING
BY BORE (NO IMPA
~Ir~~ SEE INSET 5
~~
U~~
~~
0
n~
00
o IN
~ ~~
00 N
w?
o~
Q

50' R/W
36' FRONT OF WALL
31' B-B
4' BIKE 4' BIKE 5~
1,5' LANE 10' LANE 10' LANE LANE 1.5 SIDEWALK
~ it
L 1 ~F( cj' ce-~ 1 ~F7 1 ~ ' ~ I
II4'~'-~I~"JII~III ~-~I~IiI~n"'IIIH~a~
CROSS SECTION A-A WATER LINE)
- - TELEPHONE AND
NOT TO SCALE NOTES: (CONTINUED) CABLE CONDUIT
6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND
DISTRIBUTED ON UPLAND AREAS.
TEMPORARY 7, FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND
WETLAND SHALL BE REGRADED TO MATCH PRE-CONSTRUCTION CONTOURS.
IMPACT
8. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON UTILITY
AND BRIDGE CONSTRUCTION COMPLETION.
POSSIBLE INTERMEDIATE PILES
(TO BE DRIVEN- 0 IMPACT}
4'
CLEAR
ON TES; ~- ELECTRIC CONDUIT
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS.
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
3. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FIRE
TRUCK, WASTE DISPOSAL, ETC.)
5. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN
(TEMPORARY WETLAND IMPACT).
128'
NO WETLAND FILL
v PROPOSED
%~~~~/%1
NOTE: PILE LOCATIONS SHOWN ARE
PRELIMINARY AND FOR GRAPHIC
PURPOSES ONLY. ACTUAL PILE
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN. POSSIBLE
PILES NOT TO 8E SET IN STREAM
CENTER.
NOTE: SEE CROSS
SECTION A-A FOR
LOCATION OF UTILITIES
WITHIN .WETLAND AREA.
~\
10' UTILITY
EASEMENT (TYP)
TEMPORARY UTILITY
IMPACT (7,303 SF)
LEGEND
~F~':. ~z EXISTING WETLAND
WETLAND BRIDGE
~_~ TEMPORARY UTILITY IMPACT

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED 8Y:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
~~~
SCALE:
1" = 40~
DATE: 8-31-07
AMENDED: 12-12-07
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
RAILING (TYP)
r
:. rl
..
PROPOSED WATER
LINE
1 ~
1
GRAPHIC SCALE ,J
40 0 20 40 BO ^ `
1 inch = 401 inch 40 ft. rV1J~~
INSET 1
~V'ETLAND IMPACT ANALYSIS
SPAN # 1
BRUNSWICK COUNTY. NORTH CAROLINA
~ ~~ r F
~Z,~ PROFILE B-B ~~
~ J NO7 TO SCALE _ _°_

50' R/W 10' UTILITY
36' FRONT OF WALL EASEMENT
31' B-B
4' BIKE 4' BIKE 5' RAILING (TYP)
1.5' LANE 10' LANE 10' LANE LANE 1.5 SIDEWALK
0
~ ~
L 1~FT ~ ~ ~~~ 1~-~
POSSIBLE INTERMEDIATE PILES
(TO BE DRIVEN- 0 IMPACT)
4'
CLEAR
-WATER LINE
NOTES; ELECTRIC CONDUIT
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS.
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
3. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION.
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FIRE
TRUCK, WASTE DISPOSAL, ETC.)
5. ALl PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN
(TEMPORARY WETLAND IMPACT).
NOTE: PILE LOCATIONS
PRELIMINARY AND FOR
PURPOSES ONLY. ACl_.._ ..__
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN.
FILL

' 10'
UTILITY
EASEMENT ~
0 ~
/ /
i
~ ,
~ ~
/ i
~ / /
// //
//
~_i~
// /~//
,~~
/~~
//.
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=40'
DATE: 8-31-07
AMENDED: 12-12-07
LEGEND
NOTES: (CONTINUED)
6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND
DISTRIBUTED ON UPLAND AREAS.
TEMPORARY 7, FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND
WETLAND SHALL BE REGRADED TO MATCH PRE-CONSTRUCTION CONTOURS.
IMPACT
8. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON UTILITY
AND BRIDGE CONSTRUCTION COMPLETION.
76'
EXISTING WETLAND
:_~ WETLAND BRIDGE
TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
~O
~/ i ~
i
i
~ ~ i
/ ~
i
i
PROPOSED SANITARY
SEWER
u~
:~~
~~'' . 1
+y$5~~,i~ ~ '
`. ~ -~ f', 5 ~S
~~M J
4° t' S.=
~ ti ~ ~
N ~
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~~
~4~s ~r~ ~
--..rte.: ____:.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
INSET 2
~1'~TD'rLAND IMPACT ANALYSIS
V~I~rLAND SPAN #2
BRUNSWICK COUNTY, NORTH CAROLINA
CROSS SECTION A-A
NOT TO SCALE
1` I I I ~~ I I I I~-tF~
SANITARY SEWER LINE J
TELEPHONE AND
CABLE CONDUIT

Q
1
10' ~ EXISTING WETLANDS 56' ~'v ~~ un~r~~~-~~V ~~~~~ ~v~' 10'
r s~ PROFILE B-B ~~
z
3 J NOT TO SCALE ___ °

1' _
RAILINGS
~ 6" RISE
ELECTRIC
CONDUIT
4' C EP
~,1 ,. ~
50' SHARED COMMON ELEMENT
22' WIDE PROPOSED BRIDGE (NO WETLAND IMPACT) EASEMENT
PROPOSED _.
6" RISE
~-- PILE SUPPORTS AS
SANITARY SEWER NECESSARY
EXISTING
WETLAND
I I t 6-1_:T~"-~tt7~rr- i n
WATER LINE
TELEPHONE &
CABLE CONDUIT
CROSS SECTION A-A
~`' NOT TO SCALE NOTES: (coNTwUED)
i. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS. 6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND
DISTRIBUTED ON UPLAND AREAS.
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES. TEMPORARY
7. FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND
3. NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION. WETLAND SHALL BE REGRADED TO MATCH PRE-CONSTRUCTION CONTOURS.
IMPACT
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FIRE 8. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON UTILITY
TRUCK, WASTE DISPOSAL, ETC.) AND BRIDGE CONSTRUCTION COMPLETION.
5. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN
(TEMPORARY WETLAND IMPACT).
65' ~
r--- I-- - ...... .__
'{L
m~~ i ~ I 1 _~
- ~
~ __ Tip , '~~m~L~+' I I ~ PROPOSED
NOTE: PILE LOCATIONS SHOWN ARE _..
.
_ '_-' - _~~ "~~
_~ ~
' .
I "PILE SUPPORTS_--~'
? BRIDGE
PRELIMINARY AND FOR GRAPHIC 4 (
_ AS NECESSARY
PURPOSES ONLY. ACTUAL PILE .
1D' ' I EXISTING WETLANDS 45 ~ _.~~~~ 10'
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN, m
o
Q PROFILE B-B r
D
~ ~
o
-' NOT TO SCALE
~ ~ ~
~ ,PROPOSED SANITARY ~ ~V
SEWER ,~ ~ V
/ /~.~ •
-P ~ ~ ~ _ ~.
~, PROPOSED / j / //~' ~` ~'___--•
,' BRIDGE (65') / / /// ~ //~`~~,-__ -~..`__--
/ / /
/ / ~ ' ~~
/
~~ // // ~ / ~ ~ rti i
-~ / Lr
i I ~ ~ y ~s+,~,8. ~~ ~'iTi','j i ~ nr fi ti ~ ~ / '' ,. t-~ S ~ ~ ~ ~`r}""~'r~ F ydt~~~
~ ~ir}'A 7 ~ v.' J~yti~i~,'`~I'~7. ~, H'~~~ t. `n/"5~ /„' ~ i S ~~ r'lq ~
_; ARCA~ a ~ 3 ~ , f tiF ~.r p r. ~ ~ CSR bE~~A~`t> , ~ ,k ``
- 7 }. .r ,, r `' ~?a~l~y q !t7 r is (r ~ i ~ < 1
J ~i
-'-------\ K k ~ i1 ~ rd~~'/ ~{ J/ ~~ r_ it {\_ '~v1~~„~k t ~ ~ i ,.~v'L'.[ n` }~.}^`C~..
~~'~~# `~ 'f 7./-} t t /. t, P! ~u, ! 1~ MpY•Tr ~j ~ ~,^.n } t Y 1 Z t
1 !'. 1 ~.. ~t1 ~ PIi.f19p~ L~/ r '~ S t t
\ t 7~~>,~ ~~y ~ / > r J ' ~ /~ '~-.: ky I~~~il Lil nl ~ SL ~i..
/t~__~_'^nt~.-. J 1, .f~ t ~l ° n ~1 )~ c~ i ! '~ ,er
• / 7 ~t `. }, ;r,~ ,rG,:,~~ ,~. err '( ~1 ,t
~ TEMPORARY UTILITY ~ ~% 'd .. ~"'N~'~1 ~ '' ~ ~~ts~~' rv-" ~~ ' '~
IMPACT (3,564 SF~ ~ ~ ~~r x~ ~~; a'~ ~1;ri`~ i w. •~ > ~ ~- k
r>-' ~ ~~
/ ~ r
1» ~TEti4R(~R~~Y ' ~~ ,~
/ ~ ~ .~ t ~~ ~s ~~.~ r 1
~~
/ ~ w ~~ y r• f . .~ ~
/~ ~ rs~ ~ f r._ ~; ~i_ : Yr~b~ ~~ n-~E11~~JtlrillG ~ ~ ~ ~t~~'1 c
_ _ ~ ~ V / ~~ { ~r Y .Q ~ _ r'~r~ ~ ~'1'L"A~ vC I t.
~-~ ~V ~ r`~i iz 3 ~~ ~~ Sw ~+ ti3Q ~y`~ 4m ' a T~ 1
/ ~ ~- A . r ~ ~fi. ~xw ~-
~~ ~ / r 7 a 7~ ~'~ ° ~~y~~ ~~#~t ,~' (rr
,~i~s, r ~ ~
10' UTILITY /~\ / , r~ ~G, ,ti ,m ~ ~, 2 ~~ ~,
EASEMENT / ~~ / e,'~ ~'v4s ~`'~~~'i'~, ~~? +
/ ~ U ~~~ ~ ~ ~ t+i ~ ',
/ 1 ~ ~3.' ~ ~ ~~' t ~~ ~ I ~ ~ 1
~ ~ ~ ~ ~ { ~ _ } 4 ~y ,~~". v t~t , E7
SHARED COMMON ~..'~ r ~ ti~`~~~ ,~,'~~ ~~ `' ~ ~`
~ /~ 11 ELEMENT \~`" ~ ~ ~~~• aa. k ~~~~~xu c ~}
~ ~~ = ~ ~ti~ r :~v n`rTs
tl 1, ~L
~ ~ ~ 9sc:Y~' ~d~.~jfi 11 f
WETLAND NOTES: LEGEND
WETLANDS FLAGGED BY: ~, ~1 '' EXISTING WETLAND ~ ~
LAND MANAGEMENT GROUP, INC. ~, ~ ,. ~ ~
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403 ~ WETLAND BRIDGE ~
PHONE:(91o)452-0001 GRAPHIC SCALE
TEMPORARY UTILITY IMPACT 40 0 20 ao ao
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD NOTE: 1 inch = 40 ft.
KENANSVILLE, NC 28349 LAYOUT SHOWN IS CONCEPTUAL ONLY INSET 3
PHONE: [phone]
SCALE:
1"=40'
DATE: g-31-07
AMENDED: 12-12-07
vVETLAND IMPACT ANALYSIS
v~D sPAN #s
BRUNSWICK COUNTY, NORTH CAROLINA

UTILITY 30' FRONT OF WALL
4SEMENT 23' B-B
2 1.5' 10' LANE 10' LANE
LawN
GAP
0
~ it
~' ~ 1 /4"LFT ~ ~' 1 ~FT
4'
CLEAR
~~SANITARY SE-rrYWERY_~
CROS5 SECTION A-A
NOTES• ELECTRIC CONDUIT NOT TO SCALE
i. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS.
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
NO FILL SHALL OCCUR WITHIN WETLANDS DURING ROAD CONSTRUCTION.
3 TEMPORARY
. WETLAND
4. BRIDGE SHALL BE DESIGNED TO SUPPORT TRUCK LOADING (I.E. FIRE IMPACT
TRUCK, WASTE DISPOSAL, ETC.)
5. ALL PILE SUPPORTS WITHIN WETLAND SHALL BE AUGERED OR DRIVEN
(TEMPORARY WETLAND IMPACT). 85,
PROPOSED -
BRIDGE (85')
NOTE: PILE LOCATIONS SHOWN ARE
PRELIMINARY AND FOR GRAPHIC
PURPOSES ONLY. ACTUAL PILE
LOCATIONS WILL BE DETERMINED
DURING BRIDGE DESIGN.
~' %
~I
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE
1"=40'
DATE: g-31-07
AMENDED: 12-12-07
0
~~
~~
3
PROFILE B-B
NOT TO SCALE
LEGEND
r,.
~`~~ .~,:;; EXISTING WETLAND
. WETLAND BRIDGE
TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
10' UTILITY
EASEMENT
5'
SIDEWALK RAILING
(nP)
1/4"/~T
POSSIBLE (INTERMEDIATE PILES
(TO BED IVEN-NO IMPACT)
WATER LINE-~
TELEPHONE AND
CABLE CONDUIT
NOTES: (CONTINUED)
6. SPOILS FROM AUGERING SHALL BE REMOVED FROM WETLAND AND
DISTRIBUTED ON UPLAND AREAS.
7. FOLLOWING BRIDGE AND UTILITY CONSTRUCTION, DISTURBED WETLAND,
STREAM BANKS, ETC. SHALL BE REGRADED TO MATCH PRE-CONSTRUCTION
CONTOURS. BANK STABILIZATION MEASURES TO BE USED AS NECESSARY,
8. WETLANDS SHALL BE RE-SEEDED WITH WETLANDS SEED MIX UPON Ui1LITY
ANO BRIDGE CONSTRUCTION COMPLETION.

FILL
l
GRAPHIC SCALE
40 0 20 ~o eo
1 inch = 40 ft.
INSET 4
WETLAND IMPACT ANALYSIS
~I7.AND SPAN #4
BRUNSWICK COUI~PTY, NORTFI CAROLINA

NOTES:
t. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS.
2. SEE OVERALL EXHIBIT FOR TEMPORARY IMPACT QUANTITIES.
3. NO FILL SHALL OCCUR WITHIN WETLANDS.

WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=40'
DATE: 8- 31 - 07
AMENDED: 12-12-07
~- n, ~
PROFILE
NOT TO SCALE
DIRECTIONAL
BORE (NO
WETLAND IMPACT)
LEGEND
~~~ ' , ~ EXISTING WETLAND
~~ WETLAND BRIDGE
~~ TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
J .
/ ., -,.
-".
,f- PROPOSED DIRECTIONAL
/ BORE (NO WETLAND
IMPACT)
.~ \
`.
\
~\ ~~~
,~
`. \
~,
;I?y ~~
\
`.
~ ~~
;'J -.~ ~
i' ~ ~ ~
~ \ ~ ~
,~
.
.r+..a... , , ...
GRAPHIC SCALE
4p D 20 40 80
1 inch = 40 ft.
INSET 5
LAND IMPACT ANALYSIS
D BORE #5
BRUNSWICK COUNfY, NORTH CAROLINA
I
BORE PIT {TYP.) EX1571NG WETLANDS 56'
1. ~ ~ i .i.

NNQTES:
1. TEMPORARY EROSION CONTROL MEASURES SHALL BE
IMPLEMENTED DURING CONSTRUCTION OF THE CROSSINGS.
2. SEE OVERALL EXHI817 FOR TEMPORARY IMPACT QUANTITIES.
3. NO FILL SHALL OCCUR WITHIN WETLANDS.
LEGEND
NAL
WETLAND NOTES:
WETLANDS FLAGGED BY:
LAND MANAGEMENT GROUP, INC.
3805 WRIGHTSVILLE AVE.-STE. 15
WILMINGTON, N.C. 28403
PHONE: [phone]
WETLAND FLAGS FIELD LOCATED BY:
JIM BLANCHARD ASSOCIATES
443 SARECTA ROAD
KENANSVILLE, NC 28349
PHONE: [phone]
SCALE:
1"=40'
DATE: $-31-D7
AMENDED: 12-12-07
PROFILE
NOT TO SCALE
DIRECTIONAL
BORE (NO
WETLAND IMPACT)
EXISTING WETLAND
WETLAND BRIDGE
TEMPORARY UTILITY IMPACT
NOTE:
LAYOUT SHOWN IS CONCEPTUAL ONLY
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
INSET 6
~iTETLAND IMPACT ANALYSIS
WETLAND BORE #6
BRUNSWICK COUNTY, NORTH CAROLINA
BORE PIT (TYP.} EXISTING WETLANDS 16'

~.~
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
G /
Date: l E ~ t f u ~ j
Pro ect: ~ )
~,~ ~ ~ ~ ~%` Latitude: ~ ~~` ~ ~ . ~`~, P Fv
Evaluator: ~v,~3:~~ ~E~'o~f ~-Site. y ff-/~LLL ~ % ~ Longitude: ~/~ ~~-~ ~ ~' 3 i~
Total Points:
Stream is at least intermittent
County:
.. ~
~~
~
`
'
~ r
Other 1•f-~ ~G'~f 2~" -'
!'~ cctG~
,
~. J.^JS
L~s"~
[y i e.g. Quad Name:
if ? 19 or erennial if ? 30
A. Geomor holo (Subtotal = ~ ~ ~ ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 2 3
2. Sinuosity 0 ~ 2 3 __
3. In-channel structure: riffle-pool sequence ~ 1 2 3
4. Soil texture or stream substrate sorting 0 2 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 0 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 2 3
9a Natural levees 1 2 3
10. Headcuts ~ 1 2 3
11. Grade controls 0 1 1.5
12. Natural valley or drainageway 0 0.5 1 ' 1.5
13. Second or greater order channel on existin
USGS or NRCS map or other documented
evidence.
No ~
Yes = 3
d Man-made ditches are not rated; see discussions in manual
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dr or rowin season s:~,
CJ 1 2 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris 0 0.5 'U 1.5
18. Organic debris lines or piles (Wrack lines) 0 .5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5`'
Rinlnnv (Suhtntal = ~. ^1 'i 1
20b. Fibrous roots in channel 3 2 ~ 0
21b. Rooted plants in channel 3 2 0
22. Crayfish 0 0.5 1~ 1.5
23. Bivalves 1 2 3
24. Fish _ .1 0.5 _ 1 _ 1.5
25. Amphibians 0 0.5 1'~ 1.5
26. Macrobenthos (note diversity and abundance) 0' 0.5 1 1.5
27. Filamentous algae; periphyton C~ 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 °. Wetland plants in streambed FAC = 0.5; FACW = 0.7 OBL = 1.5 SAV = 2.0; Other = 0
"Items 20 and 21 focus on the presence of upland plants, Item 29 tocuses on the presence of aquatic or wetianc plants.
Sketch:
Notes: (use back side of this form for additional notes.)

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: f(~1~ ~ - Project: ~ ,Y~-~,j ~~ ~ Latitude: ~j " e~ ~ ~ Gtr ~
Evaluator: r-~cj:v~IJ /~~/~-L~~ite: Slt/~LL~'' ~'~~ Longitude: °~~" ~j, ~~ L~1
Total Points:
Stream is at least intermittent
County: ,,,
~
~
/ Other /.~,lc{C'~/

ad Name:
Q r~~t~.~
if z 19 or erennial if >_ 30 « ~
..-
~ ,}r,!j E e.g.
u
A. Geomorpholo y (Subtotal = `~ • ~ ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 2 3
2. Sinuosity 0 2_ 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting ~ 1 2 3
5. Active/relic floodplain 0 1' 2 3
6. Depositional bars or benches ~1 1 2 3
7. Braided channel 1 2 3
8. Recent alluvial deposits 1 2 3
9 8 Natural levees 1 2 3
10. Headcuts 1 2 3
11. Grade controls 0' 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 .5
13. Second or greater order channel on existin
USGS or NRCS map or other documented
evidence.
No ~
Yes = 3
"Man-made ditches are not rated; see discussions in manual
B. Hvdroloav (Subtotal = ~ °' ~ 1
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dr or rowin season ~ 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles {Wrack lines) ,) 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = .5'
C. Bioloav (Subtotal = y~ ~'~ 1
20b. Fibrous roots in channel 3 ~?J''' 1 0
21b. Rooted plants in channel 3 2 ~ 0
22. Crayfish ~ 0.5 1 1.5
23. Bivalves ~/ 1 2 3
24. Fish ~ 0.5 1
- 1.5
25. Amphibians 0 ~ 1 1.5
26. Macrobenthos (note diversity and abundance) 0.5 1 1.5
27. Filamentous algae; periphyton i~ 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 °. Wetland plants in streambed FAC = 0.5; FACW = 5' OBL = 1.5 SAV = 2.0; Other = 0
"Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
...t°'
/~ ~~.~ 5"~~i~- /L~f_ ~~ - -

North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: ~d ~?~~ ~;
Evaluator: ~~~,~~~
Total Points:
Stream is at least intermittent
if ? 19 or perennial if >_ 30
Project: ~ ~yr,,j ~ (~ j
-- Site: S ~~~~.j.-e ('(~
County: 7,. J,~~ fN~ ~
.~ t
Latitude: ~~~'~
Longitude: ~~`} ,,,"i i . ~~ ~ ~~
Other !~ (Gt'~„s ~ ~~:~
e.g. Quad Name:
A. Geomorpholo (Subtotal = ~ , ~ ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 2 3
2. Sinuosity _ 0 I 1 ~~ 3
3. In-channel structure: riffle-pool sequence 1 2 3
4. Soil texture or stream substrate sorting ~ 1 2 3
5. Active/relic floodplain 0 1 3
6. Depositional bars or benches 1 2 3
7. Braided channel 0 2 3
8. Recent alluvial deposits 1 2 3
9 a Natural levees 1 2 3
10. Headcuts ~ 1 2 3
11. Grade controls 0 0.5 ~ 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No
Yes = 3
-Man-made ditches are not rated; see discussions in manual
B. Hvdrnlnav (Suhtntal = ~~ . , 1
14. Groundwater flow/discharge 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or rowin season ~ 1 2 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5'
C. Biology (Subtotal = f"' J ~a 1
20b. Fibrous roots in channel 3 2 1
21b. Rooted plants in channel 3 2 1
22. Crayfish ~% 0.5 1 1.5
23. Bivalves _
1 _
2 3
24. Fish ~} 0.5 1 __
1.5
_
25. Amphibians 0 __
~~,5.-7 _
1 1.5
26. Macrobenthos (note diversity and abundance) ~ 0.5 _
1 1.5
27. Filamentous algae; periphyton _ _
_ ~ 1 2 3
28. Iron oxidizing bacteria/fungus. 0~~ 0.5 _
1 _
1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75 OBL = 1.5 SAV = 2.0; Other = 0
items ~u ana ~~ Locus on the presence of upland plants, Item z5 tocuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form For additional notes.)

.;~ -
North Carolina Division of Water Quality -Stream Identification Form; Version 3.1
Date: t~2~",~ f ~ J
Evaluator: ~;:>:f;~'~ ~~!?--L~
Total Points:
Stream is at least intermittent
if a 19 or perennial if ? 30
Project: ~ j~-/~( ~l C,J
Site: ~ Ff /~'L L ~f (~~=
County: ~ t
~.- .~~s,; w. G
Latitude: ~ ~ ~~ ~ "€ , ~~ ,~
Longitude: '~ ~' `` ~ ( ~
Other '
h~l~r•- ~~~;:.G7
e.g. Quad Name:
A. Geomor hold (Subtotal = ~.~ ~ ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 2 3
2. Sinuosity 0 2 3
3. In-channel structure: riffle-pool sequence ~ 1 2 _ 3
4. Soil texture or stream substrate sorting ~% 1 2 3
5. Active/relic floodplain 0 2 3
6. Depositional bars or benches 1 2 3
7. Braided channel (~ 1 2 3
8. Recent alluvial deposits 1 2 3
9 a Natural levees 0 2 3
10. Headcuts y 1 2 3
11. Grade controls 0 1 1.5
12. Natural valley or drainageway 0 0.5 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No 0-'
Yes = 3
Man-made ditches are not rated; see discussions in manual
B- Hvrlrnlnnv (Suhtntal = ~o ~i 1
14. Groundwater flow/discharge 0 1 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dr or rowin season 0 ~ 2 3
16. Leaflitter 1.5 1 0.5
17. Sediment on plants or debris ~ 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) ~ 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = .5
C. Bioloav (Subtotal = ~~ ~~? 1
20b. Fibrous roots in channel 3 2 0
21b. Rooted plants in channel 3 2 ~ 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves ~> 1 2 3
24. Fish ~0~ 0.5 1 1.5
_ _____
25. Amphibians 0 0.5 ~ 1.5
26. Macrobenthos (note diversity and abundance) 0) 0.5 1 1.5
27. Filamentous algae; periphyton ~% 1 2 3
28. Iron oxidizing bacteria/fungus. 0.5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = .75' ~OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 tocuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)