20070184 Ver 1_Application_20070201

~~
~~ ~
~~~~~
US Army Corps
Of Engineers
Wilmington District
20070 1 84
PUBLIC NOTICE
Issue Date: February 2, 2007
Comment Deadline: March 5, 2007
Corps Action ID #: SAW-2006-41496-043
The Wilmington District, Corps of Engineers (Corps) has received an application from Carolina
Lakes Development Company seeking Department of the Army authorization to permanently fill
0.716 acres of wetlands and temporarily impact 2.75 acres of wetlands associated with the
construction and installation of roads and utility lines to service a residential subdivision in
Cameron, Harnett County, North Carolina.
Specific plans and location information are described below and shown on the attached plans.
This Public Notice and all attached plans are also available on the Wilmington District Web Site
at www.saw.usace.army.miUwetlands
Applicant:
AGENT (if applicable):
Authority
Carolina Lakes Development Company
Attn: Mr. Bruce Blackmon
P.O. Box 2284
Matthews, NC 28106-2284
Water Oak
Attn: Mr. Michael Wolfe
301 Water Oak Lane
Matthews, NC 28104-7394
~= ,~.~
~~~ 1- 2oor
w+E?rdk- ~4~TEa2 QUALITY
v`~:ETzArdt3,"-..;:i~lD ^,Ti~R,!vf4°•t,T£R BRA.NCEi
The Corps will evaluate this application and a decide whether to issue, conditionally issue, or
deny the proposed work pursuant to applicable procedures of Section 404 of the Clean Water Act
(CWA).
Location
The Property is adjacent to Little Bridge Branch (Carolina Lake) and is east of Buffalo Lakes
Road, adjacent to and east of Carolina Lakes subdivision, northeast of Spout Springs, Harnett
County, North Carolina (latitude 35.27714 and longitude -79.04351).
Little Bridge Branch (Carolina Lake) is a tributary of Reedys Swamp, a tributary of Jumping
Run Creek, a tributary of the Lower Little River, a tributary of the Cape Fear River, which is a
navigable water of the US.

Existing Site Conditions
This property is known as Block T of Carolina Lakes and is approximately 142 acres of mostly a
Pine/ Scrub Oak Sandhill community (Shafale and Weakley, 1990) consisting of longleaf pine,
turkey oak, blackjack oak and wiregrass. There is an isolated wetland located in the southwest
corner of the property and the jurisdictional wetlands are located throughout the property. The
property is surrounded by Carolina Lake to the north, Carolina Lakes subdivision to the west and
undeveloped land to the south and east.
The property has been modified in the past by cuts and grading for dirt roadways used for initial
development, forestry practices and access roads used to service a sewage treatment operation
adjoining the southeast boundary of the property. The initial development includes the
development of this tract and other adjacent tracts. The development had been permitted in 1995
utilizing Nationwide Permit's 26 (Action ID# 199502883) to discharge fill material into 5.1 acres
of wetland and temporarily impact 4.99 acres of wetland for the installation of sewer lines.
Under the above verification, 0.33 acres of wetlands has been impacted from the road
construction.
Applicant's Stated Purpose
The purpose of the project is to provide needed additional residential housing options.
Project Description
This project area is known as Section T of Carolina Lakes. The project involves the development
of a residential subdivision consisting of 211 lots for single family homes. The development is an
expansion of the existing Carolina Lakes subdivision and will be accessed by a road named
Coachman Way.
This development was part of a larger project and was to be constructed along with Carolina
Hills and Section S of Carolina Lakes. The project was permitted in 1995, utilizing Nationwide
Permit 26 (Action ID# 199502883) to discharge fill material into 5.1 acres of wetlands and
temporarily impact 4.99 acres of wetlands for the installation of sewer lines. Carolina Hills and
Section S of Carolina Lakes were constructed, and comprised the majority of the wetland
impacts (approximately 4 acres). Section T was not fully developed and the permit expired. In
Section T, a portion of the roads were constructed in accordance with the Nationwide Permit 26
verification, resulting in 0.33 acres of wetland impacts.
As proposed, the remainder of the road construction will require the permanent fill of 0.716 acres
of wetlands and the utility line installation will temporarily impact 2.75 acres of wetlands. The
project is planned to be constructed in accordance with the 1995 plan. Detailed plan sheets are
available on the Wilmington District Web Site at www.saw.usace.army.miUwetlands.

Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate State
agencies for review. The Corps will generally not make a final permit decision until the North
Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State certification
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice combined with appropriate application fee at the North Carolina Division of
Water Quality central office in Raleigh will constitute initial receipt of an application fora 401
Water Quality Certification. A waiver will be deemed to occur if the NCDWQ fails to act on
this request for certification within sixty days of the date of the receipt of this notice in the
NCDWQ Central Office. Additional information regarding the Clean Water Act certification
may be reviewed at the NCDWQ Central Office, 401 Oversight and Express Permits Unit, 2321
Crabtree Boulevard, Raleigh, North Carolina 27604-2260. All persons desiring to make
comments regarding the application for certification under Section 401 of the Clean Water Act
should do so in writing delivered to the North Carolina Division of Water Quality (NCDWQ),
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Attention: Mr. John Hennessy
(NC Department of Transportation projects) or Ms Cyndi Karoly by February 26, 2007
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson-Stevens Fishery Conservation and Management Act. The Corps' initial determination
is that the proposed project will not adversely impact EFH or associated fisheries managed by
the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic Places
and is not aware that any registered properties, or properties listed as being eligible for inclusion
therein are located within the project area or will be affected by the proposed work. Presently,
unknown archeological, scientific, prehistoric, or historical data maybe located within the
project area and/or could be affected by the proposed work.
Endangered Species
The Corps has reviewed the project area, examined all information provided by the applicant and
consulted the latest North Carolina Natural Heritage Database. Based on available information,
the Corps is not aware of the presence of species listed as threatened or endangered or their
critical habitat formally designated pursuant to the Endangered Species Act of 1973 (ESA)
within the project area. A final determination on the effects of the proposed project will be made
upon additional review of the project and completion of any necessary biological assessment
and/or consultation with the U.S. Fish and Wildlife Service and/or National Marine Fisheries
Service.

Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts,
including cumulative impacts, of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The
benefit which reasonably maybe expected to accrue from the proposal must be balanced against
its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof; among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidate State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing shall be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received by the
Corps of Engineers, Wilmington District, until Spm, March 5, 2007. Comments should be
submitted to Ronnie Smith at P.O. Box 1890, Wilmington, NC 28403.

~L L/~l\L
' !~ ~, ,
~~ ~
I
h
L
. ,i ~
0
144 45 / 51 52 ~ ;;,~ _
4d /
47 48 50 53 ~.~~ 74 / \ 91 X92 .~= , ,197 / ~/aKE .~iAR~~~NA
5 196 / q8
54 LAKE CAROLINA q0 ~~
\.
74 71 ~ j s_ ~ ~ ~C'"~.
73 2 72 89 ~ ~ `100
~. /
70 56 ~ ' ~ 6 - 88 f 03,10211011
1 ~ 1
`82 G9 57 ~ ~ O 's - - `1 1105 p04 1 1 1 1134`,135
87 ! 11331
r
3 ~~, ; . - .`. ~ ~ I 1 132 1/
~~ ~ ~ ~' 78 86 106. ~ 130/131/ ~ / ]36 .
_ - ~ , I_ - 108 1291 1! ~
'~ -. 84-~ ~8 54 ., ~ y ~8 I 79 I. I I 1 128 1 ~ ~ ~ ~ 137 ~
5 67. ~ ~ ~ .: ` 85 1 107 / `, ~ , i 138`
'~ ~`' ~ / ~ I ..` 83 184 1 -. ~ .~ ~ 11 7 \~/ .~ 11391 152
~' ' ~ ~~ 56 r\ ~~ - i 1401
1. ~ 126 y / ~ 141 , X151\
.. y 1i ~ ~ ~ : ~ ~ / 142 -~ ~ 150 ~ \ 153
36 s: ., 52 57 ~ 65 , 8 . ::, / 1 I 1112 11 :1 -. ~ ~j r I a49 ` ~ -
_ ! / ~ '114 1113 I 125 r I I 148
66 61 '' S k 1 1 ~ 58 ~ 64~ ~ / // ~ 1 7 \116 1115 I I .:~~ I . -r /143 144 I 1 6 1147 1 ~ ~ ~~ /~ \ 4
62
/~ ~ /~ 118 1 .,~Y 1231124 ` I , ~~ y~ ~ ~
63 131 34 3 ~ 50 ~ C. 59 ~ / 2 I ~J- J ; : ~ ~ 155
\ / /~ 63 ~ ' - -I _ t _,~/ 1 X158 157 \56~
64. 119
/ ..! ~ \ _49~'~ \/ 60 ~ G2 l~~ 120 1 - _ I ~ I ' 16 67 ~6 ~ 61 ?. `0159 ~ \ ,;.
39.' 40 ~ ... 48 ~~ /`61 \ ~ ~-I ~ 1731172 1171 1701169 I I `s1,65'.
32 ~~. / / / ~ \ )! . / "~ ~17G 175
/ ;:..' • 4 47 ~- . 1177. 1- : 161?
130 '\"==- ~ ~ ~ 178 __I 164
31 / 3 ~ 29 ~ ` ~ 46 145 / 1~ ~ 1 1 1 182 1 183 I 163
~ / 179 1 180 ~ ._ ~ 185 N 1
~ 1 / 2 ' ~. 28 ,,,
l ~ ~ i
.;` ~~ ~ . 27 ~ ~ 43 . ~ ~( ~ ~ 186
\ ~~ / /' ~ 19 118 17
20 1
' ~ ~ ~5 ~, . Zb ~ -r ` ~ ~ 1 21 ~ } ~ 1- -l~ - 187 ,
~r _
~ \ 25 r 24 123 122 _ ~ '( 14 15 1 16 188 i
208 ~ V , ~ T I _ ' 11 I 1 12 1 ~- ~- ~ ~ ,~ _ 189 1
7 .f 8 9 1 lU ~ ~~~ ~~- ~./
~ 207/ ~ ~~ I L - ~ ~ ~ '` ~ 193 ~ 19C
~- - ~ 194
- ~ U6 T -r ~ }} 195 ~
~ ?~---r-r~-~ 1 1197`196' ~ 1 1 191
205 204 ~ 1 20212011200 199 1198 1 1.. ~ , t~ - ~ `
7 t 203 ~ I 1. 1
~ z .
~- ~ ~ ,
_ e ,: ~
I"~ . ~ ,
i
~~

SAN z s ~aoT
~~~ .:
~~. ~~, ~
_ ^-
S1 i
47 48 , SO 52
S3
71 ~ ~ 5S \ 54
LAKE CAR
?;
70 56 OL~NA ~ 7¢ ~ --
~ \ 91 I
__ r
~3__ 69 57 ~ ~ ~ 90 \ r92 ~ _. i
\ _- 7 ~ ~ ~ - -.. 5 196
._
_ _L~-J~
rT~ ~
8S 67 5q '\ ~ - 88 -I 0
~ ~ - - 10~ I103I102I101I10
I 53 \ S4 S5 68 y ~ 7g - - 87 - I I - ~04 I I ~ I
66 6I I ~ ~ \ G7 ~~ 79~ 86 ~ r1p6
LqK~ ~ARaLINA _ .
~ -
G2 3613 I ~ 56 " ~ ~~ ~ ~ - I I
63 ~ " ~ 'r' S2 ~ 66 ~ 8 , 84 85 I I - lOg / 1.~ _ 133 134 735
6 131 S ~57 ~ - ~ I _.• 8 , 83 I I~ ~J IOj III ,~. ~ / 1 1 13pII3j 1132 I I
4 ~ ~ 1 / 6S I 2 ~ . ~ __I/ ~ _ 128 129 1 -
34 ---.-. ~ 1 _ 8 ~ 1 I I~
~ > 3 ` i ~ 5g ~ i .- --1- I _ 1 -,.. ~` 7 1 ~ ~ ~ 136
3 7 ~ 50 ~ 1 ~~ 64 ~ ~~/ ~~I ~ ~ _` ~12 ~1/ ~~~~1 \~
"~ .
/ ~ \ / ` ~ 5q 1 / ~ ~ 117 1116 1115 14 1113 1112 1111 ~ 6 ~ ' l 141 1140 139 I13g 137
32 ~ 3q / q9 1 \ 63 118 I I 125 ~ _ 142 ' . I
130 i 40 / ~ ~ ~ V 60 / ~ -~ ~-..;_. I I ~ ~ ~ ~ ` 1 152
I 15] 1
31 ~ . ' / ~ i / ~ ~ i y\ 62 1~ ~ 120 L _ °---~ 2 1123 1124 143 144 ~ 1 : 1148 p4q 1I5o 1 1
--•N 30/ ~~, 4 4 ~ 6I ~ --- --J_-I_~ ~ I 146 1147' 1 ~ 153
2 \~ '~ ` \
- I- ~ I - I- ~ ~ -~I / ~ ~~ 154
~ ~ ~ l 28 \ --~ ~ 46 ~ 45 ~ ~17g ` 177 I lib 175 1 ~l 1 1
~ ~ 3 / ~ / ~ ~~ ~ / ~ I _ -I-. _I 1 73 1172 1171 1170 I16q I16gI 167 166 t 115 11 155 ~
\ ~ ~ '' - 161 115g 71561
-_. ~ ~ 4 /~\ 2 ~\ ~ 43 4 17q `18p ' 18I 1182 1183 I _ 165 -- O 1159 1
- ~ 5 26~ ~ ~.~~~-L_._J L 4 ~ - 1
_ ~
/ 09 ~ ~ / ~ ,25 ~ ~ r` ~ ~ T -~- T I 185 164 ~ 162
/ 0g \ ~ 6 / ~ ~ 24 123 122 I ~1 120 119 118 117 186 163
_ }-
/ ~ ~ g 9 ~ I 13 14 15 1 187
. / 06 \ v I i 1p I 11 112 I ~ ~ 16 /- -
-. `` /~~"~• `-~--L-~~ ~J--1--~--LJ ! 188
- ~ r
20S/. TT-t--i-TT~~~-T1 r 189_
I
tx_ ~y~, - ~ ` ~~ =~ 204 ~233I2022~ ~20 L1 I I ~l~fG 195 194. 93 ~ ..190
.,;~?,;
1 a _99. 198 197

APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT ~ OMB APPROVAL NO. 0710-0003
, _ /33 CFR 325) Expires December 31, 2004
The Public burden for this eoflection ofi information is sestimated to average 10 hours per response, although the majority of applications should require
'~nours or less. This includes the tune for reviewing instructions, searching existing data sources, gad~eting and maintaining the data needed, and
oomple6ng and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
informatmn, inclu~ng strggestiorrs for reducing this burden, to Depwtrrrerrt of Defierrse, Washington Headgrmrters Service Directorate of information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the OfiTice of Management and Budget,
Paperwork Reduction Project (0710-0003-, Washngton, DC 20503. Respondents sEwuld be awe that notwithstanding any other provision of [aw,
no person she/ be subject to any penahy for fang to comply with a collection of information if it does twt dispFay a currerrtfy valid OMB control
rwmber. Please DO NOT RETURN your form to either of ttwse addresses. Completed applications mutt be submitted to the Destrict Engineer having
jurisdiction over the location of the proposed a~tivity-
PRIVACY ACT STATEMENT
Authorities: I~trers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection ,Research and
Sarichraries Act, 33 USC 1413, Section 143_ PtinciQal Purpose; hrformatiorr provided on the form w~ be usedar evaiisaticrg tfie application for a
permit Routine Uses: This information may be shared with the Department of Justice and other federal, state, and (Deal govemnrent agencies,
Subrnission of requested information is voluntary, however, if information is not provided the permit application ce be evaluated nor can a permit
be issued.
Orie set of original drawings or good reproducitsle copies which show the lotion and characder of the proposed o this
application {see sample drawings and instructional and be submitted to the District Engineer having jurisdiction over ~e location o
activity. An application that is not completed in fug will be returned. (l{- A ,
1. APPUCATION NO. ~ 2. FlELD OFFICE CODE ~ 3. DATE RECEIVED
~~~~
COMPLETED
~rtr~_s ~i nw rn ~ cn r Fn rrv ever u'eiim
5. APPLICANT'S NAME 8. AUTHOR2ED AGENT'S NAME AND TITLE Ian apart ~s not reouiied!
Carolina Lakes Development Company WATER OAK
B. APPLICANT`S ADDRESS 9. AGENT'S ADDRESS A
L O Q
O ~ 0 1 8
P.O.Box 2284 301 Water Oak Lane
Matthews, NC 28106 Matthews, NC 28104
7.. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W AREA CODE
a. Residence rjp, a. ~Reeidertce 7 0 4- 8 4 4- 6 7 5 0 ~~~ -~C r"
b. Business 7 0 4- 8 4 5- 210 0 ~ b. Brii:iwees 7 0 4- 5 6 0- 2 515 ~ M 0 6 ~~~
11. STATEMENT OF AUTHORIZATION
I hereby authorize, WATER OAR to act in my behalf as my agent in the rocessin of ffiis
p g application and to
:umish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE l~r
Carolina Lakes Block T
13. NAME OF WATERBODY. IF KNOWN re,,,v,c~.eo.i
NA
15. LOCATION OF PROJECT
Harnett NC
14. PROJECT STREET ADDRESS /;rappticshra!
NA; undeveloped parcel east of Fairway Lane in
Carolina Lakes
COUNTY STATE
?6. OTHER LOCATION DESCRiPT10NS, !F KNOWN, rseabsUUCtrotac)
PIN 9585-75-2679.000
17. DIRECTIONS TO THE SITE
From HWY 87 take Buffalo Lakes Road to Carolina Lakes; proceed past gatehouse and follow
roads to end of Coachman Way
7 EDITION OF FEB 84 !S OBSOLETE. {Proponent: CECW-0R}

18. Nature of Activity (rx~;prkrrarpo~r,~,de,~r,~r~resl
Site development project for single family homes. Project focus is infrastructure ••'
development (i.e., roads, sewer). «•
9. Project Purpose ft>eur~e the reesort a prrpnse of the pnvject, see giwer.Yiavs)
Phe purpose of the project is to provide needed additional residential housing options.
USE BLOCKS 20-221F DREDGED AND/OR FIL NfATER1AL IS TO BE D1SCHt-RGED
O. Reason{s) for Discharge
2ermanent fill discharges will be associated with project road construction. Temporary
impacts and below-grade pipe installation will be associated with sewerline construction.
1. Type{s} of Material Beinst D"scharped and the Amount of Each Tvoe in Cubic Yards
Dotal quantities are not yet determined. Phase I road construction is indicated in attached
plan sheets. Materials to include bed fill and paving for roads, and piping for sewerlines.
2. Surface Area in Acres of Wetlands or Other Waters Filled lase exsnecriorsl
x_716 acres of shrubJsmall tree wetlands to be filled for roads; 2.75 acres of shrub/small
Free wetlands impacted by sewerline~s-(50$ temporary; 50~ converted to herbaceous wetlands)
:3. Is Any Portion of the Work Already Complete? Yes ~.~ No IF YES. DESCRIBE THE COMPLETED WORK
Project site has history of earlier permitting and development activities. See attached
support documentation (Carolina Lakes Block T Project -Application for USAGE Authorization)
by WATER OAK.
#. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental fist).
A
i. Lest of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGFNCY TYPF apeunvee t rncurlCrr AYrnwi ~n ~uncn
-_-_______________ -._..~.... ~..~.~ ...-..~~a e..vr~v uA~G VG~~~CU
USAGE 404 199502883 04-05-1995 j06-12-1995
NCDEM 401 95337 04-20-1995 X06-30-1995
r....ra ~....e..ae e....:~ ..,.~ _ ....a ._
-_ __ ____ - __-____- __ --._...a, ...........y .............. pa... rcnauu
~. Appfication is hereby made #or a permit or permits to authorize the work described in this ecation. 1
appT certify that the information in this
application is complete and accurate. 1 further certify that 1 possess the authority to undertake the work ribed herein or am acting as the
duly authorized agent of the applicant.
/c~-//-o2pp~
SIGNATURE OF APPLICANT DATE SIGNAT RE OF Afj NT DATE
The application must be signed by the person who desires to undertake the proposed activity {applic/ant} or it may be signed by a duly
autlsoraed agent if the statement in block 11 has !seen filled out and signed.
1$ U.S.C, Section 10()1 provides that Whoever, in any manner within tine jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or wvers up arty trick, scheme, or disguises a material fact rn makes any false, fictitious or _
fraudulent statements or representations or makes a uses any fiaise writing or document knowing same to contain any fade, fictitious or
taudulent statemerris or erstry, shall be fined not mare than $10,000 or imprisoned not more than five years or both.

.~
AGENT AUTHORIZATION NOTICE
Authorization is hereby granted for the agent noted below to represent the
applicant in discussions, meetings, processing, and compliance requirements
regarding projects qualifying for any of the U.S. Army Corps of Engineers'
(USAGE) Individual, Nationwide, Regional or General Permits as required by
Section 404 of the Clean Water Act and/or Section 10 of the Rivers and harbors
Act, and for the North Carolina Division of Water Quality's (DWQ) associated
Section 401 Water Quality Certifications.
Project: Lam

Location: Harnett County, NC (undeveloped parcel east of Fairway Lane in
Carolina lakes, near the intersection of HWY 24 & HWY 87)
Applicant: ~.~.1RflLZ~~. 1.,(-~K~.S ~cJ~w~rr~~'-~
Applicant's signatory:
Signature:
Date:
Agent:
Agent's signatory:
Signature:
Date:
~~7C ~ 0~ K
/o e?o az o0

hl
o Trop,: ~'
1
711
~:.
l U r.
~~
1303
l~_-' ~•
~ ~`
"^-`."Came
~~``
? r'
~~' ~.-
~_` ti_ SR 4 ~ yTw9r-^ ~ a sStO'n, t-~'~ ` ,~ _-,-1 ~ ~
za1~" ~-~- f \ r ,
Cambelis ~RoV r- ob;._~ "~~„~
_. `C~omoa0 ~vr~`. _ _. ._. __~ i ..}. t
Figure O1. Reference sheet maps for Carolina Lakes Block T area

20070184

D
C 1 ~
,1 ;
~~~ ,o ,'4 ~~yti,- ;
-- -~ a ~,. ~- _,_~
~
°
~
_
,Q,
° I ~ r
~ ` - nn 1 !~ ~n l~~mi ~

L ` u~

~ s:
,,;~ i
~11n Y
-'~-( uc >' i"
ez~
~~
-
-
`
2
y
j
_T
; Isn
~ ~
` \ u]
3L
_
3]
!
,211
1i]
` /
~~a
j
~
~1
--
b ~ u~~
1
;
~
i c~
'/i ~~
1N
11U~ f
t ,~aal
~~
~
~ ~
\
Iw / m~~~ u`.. -r-~ mbn lu l~~' 1cn 1ci ~c5
1 / ~ i /~ ~ ~~ ~ 1m rn: Im _
f /2n`^ f ~- _ rn1roo~1-~-J 1 ms I

~
~
/ ~ , T ~ ~ - ~ T ~t`°~' , + 1~ Areas A, B & E (tota10.333 ac.)
1 ,~
~, ~. f ~]}~ ~~ i20Oi'~ 1 1"' ~ 1 - already impacted from 1990s
construction; other areas (total
0.716 ac.) undisturbed.
Fi 06. Permanent i.e., road construction wetland im act areas (A-H at Carolina Lakes Block T
~`
`
S L" iAR~
,,

.,
_ ~ ~ rv
,
..
.AT ~ a .
~
#
~T
V
~
~ 1
~{,i {~ roi~i
a~`ssw¢~ ,A
ti.~_ C
_
b:
'
t
~
a
~ ~ _
-
i
~ _ s.~riuis?ru
y~y { ~ ~
.
'
~
4 j ,/
~ r
a
`
i
.,
-~ ~^~
Lw.~ A'T ~ ~ "`tc..~~
j y~
{{
Xi 1 GSA _ ..
1
~
}
r ~ ~ ~~
_
i. i
~~ - ...
T -- A ~ _. 4 la
~
,
~ 1..°'.' r ~l
~~x]~~~ .., ~~
s.. ' ~
ip
~~
.
e.~r ~ i~~
~
..
~
` ' ~
t
~
,. _r"e
~ ~~, ~ ~ ~ ~ ~ _,.. .. r k
f}'
r
F ~ ~.iP
- !
~
r

F' 07. USGS to modified to show 1995 wetland boundaries (used for GPS verification of crzcrent conditions}
20070184

f
l
J
f.'~: ~0.1.~L '
Y
I..,vi6•F Wilt.
^..r^~
fl1rii~li NiiH'.~ N r.H.' ..1 . .
NI ~~~~ Y.~YI ~f v. i,~J yin ^.
M em nit'
!,
~; f• •1'{
,~~~; ~ _ [.YFi'•i,'.: ac.us BRACK~hI & .~SS4CIATE$
.. EMC Nl Hli•ll S~FVEYINii
P. ~, 3C$. oSJ Ta.N: 6RJ Ni: 7T37C
~tQ'. 'LH:~''n i91y, rYl.^56?2 fa: (9191 77t 6717
Fi ere O5. 1995 USACE verifed, land serve ed, wetlands boundaries for Carolina Lakes Block T and ad'oinin arcels
~roline~ L,ak~s ~ Carotir~a t~iN~
Wettanc~s D~liniatiQn
~rlaa-~ue "1'lIIIP, Ha~t~r~tt G~~anty, .North C~,rolinq~
e. of n n r, i ~,~r,.
~~. ...,~,,,..."' i
x wn~.w. ~~ '~
1: ~ `' ~ .iMV Y.1'
...S i:.. ~ ~ ..~
mun wf~~~iP
~~Ic;in;ty ?!up

Y
I Figure 03. Parcel layout of Carolina Lakes Block T (from Harnett County GIS Department website)
20070 1 84
~ Figure 04. 2005 aerial photo of Carolina Lakes Block T (from Harnett County GIS Department website) ~

20070 1..84. _ ~ ~ I l
r ~ = 2924"46' ~ ~ 1 I
I I / ..
T = 60:37' 1 / ' I .
I ~. L = 118.07' I : I ~ / .
I I I.
Rlp-Rap G annel CTypD
~- ee n c ^ a a e: ~I St 19+81.99
Sta 18+26.35 ~ ` / - ~~ ~ : I N,I 1,5C0 SQ~~~T AI~T
~ ~ ~ Gul>~ert +. Dissipaor #9
~ ~ ~_ e I nt fence CTvv) ~ . Sta +97.94
J I- I 1 " RGP - s=.501 ( ~ -~ -
_. ~- - s W --__.
., t.
,.-
- _a
.~ -
=- -
.~ _
i n ----~- -a- -
C s
r s Lined Gh e ~ +
nIC St 000
T ) a
YP ~ e_..,.. ...,~.. ...._
~. ._•~~
~~ ~ ~ ~~ . j 'Blow Off
e arnc a a ^ e
11. assn #20 ~ - - _ - _ Basin #22 Grass Lined Gharmel <T ) ~~
! PG 5ta 15+87.62 Basin #22 ' ~ A-1 1,500 SQ FT IMPACT ~ n #20 See Channel Data Tablep
1 Bpsln #23
PT 5 a 17+05.69 - - I A 12.,5OO.SQ FT IMPACT
Grass Lfned Channel Data. I ~
/ ~
Sta X-Sec Minimum Temp LINnq ~
Spring forest .
Plan #- Profile T b=4.0' Rlp-Rapp Glass 'B' Plan + Profile.
Spring ~ore~st Sta 13+00 to 1q`+82 12+5o ro 19+82 L
5cale~ horizontal 1' = 50' Inlet Vlew Court ~fl~Et VIEW GOUrt Sta O±OO. t0 3+q8
Vertical 1" _ 10' Scale hlorizontal 1' = 5D"
0+00 TO 2+00 R V Jute Net Vertical 1' = 10'
2+00 70 3+98 R V 5ingle Fiberglass Roving
'~
~1
40
3b

. ,
;~
. .
r
~~S-I - -
~~-~t
i

cRoss s,~~T~o~s
5 TAT 1 O t~l 4 ~-o O
S-t--A T ; n~ (.~ ~- 5~c7 ~
Cv ~ ° ~~ - ~A-~.
~~T
~~[~~

r
STA'T 1 O ~1 18+0~

/ ~ = 10'33'53'
~~ '. ` R = 330.00' 1
`. ~ ~! G- T = 30.51"
\, L=60.85'
PT Sta 2+4.31
\ PG Sta 1+73.46 i ,
~ P
1 .~ ~~ Sta 2+37
Aa .N~ ~ / ~ ~~~
t sta o+oo
Grass Lined Gh
Sta X-Sec
0+00 to 2+37 R V
L V
2+37 to 6+25 R T b=2.0'
L T b=2.0'
6+25 to 11+66 R V
~~~1
6' PVG 1h
artinel Data
M(nimum Temp Llning
Jute Net
Jute Net
Single Fiberglass Roving
Dcuble ~Iberglass Roving
Straw w/ Net
f I JLa b*1L.9 ~ ~ /, ~ 1
~~ ~ 7 Basin #25 I ~ I / /
. Sta ~~+40.9 f• ` ~ .
-~0 = 42'07'36' ~ _ Sediment ence CTyp) ,
36 _~ R = 370.00' ~ ~ ; ~ l ' . / '
d=142.50' \. ~ ~' 1.
' L = 272.04' ='
Grass ILined Ghnnnel tTyp ~ /
~Q See. nmel Data Table
B 1~ .5,00 SQ FT~ tMPAC ~ ~.~ ~ J , ~ \~ ~ ~
~ C ~ 7;500 S~Q FT IMPf~CT ~ ~ ~ ' ~ . .
' ~ ••2 ~ 5ta 11+65.57
r Llne B' PVG 55 Line (T )
yp / . 5ta 11+85.57
.-. ~ /
t ~ Basin #26 ~? ,.r
l ~~ \ l r7`
~ D • 4/500 S ~ fT IMPACT
~ Q
Plan d- Profile
Glear V(ew Gourt Sta 0+00 to 11+8~
Scalel tiorfzontal 1" = 50'
Vertical 1' = 10'

0 ~
0 ~ N O ~ t9 Q ui
O N ~ N N ~ N '~-i N
+'
,n 01
w a.
> ~ +~
w ~ n.
> ~
w +~
~n ~
w
300' L=300
~ Grade -0.85 . Grade -7.297. Grade = -3.48 . 2g(

' ^~ ~ 27C

' ~ ~ ~ N Z-4 95 26c
. ~
B' PV 55 Lln CTyp) 25C

'PVG ater Lin ~ , ~ ~ 24C

i - 23(
,..,.
-- -.
._
22(

17 Jul 95 Ghuck
r,,_...
tJ
~ I_ ~
.~
00 0
L
~ ~
L ~
~ ~
J~
~~ ~
c~ 3
03 >
L ~
~ ~
~ V
4
o~
0
~ M
W ~
Q ~N
E;
pd~~t~
~ ~ ~ ~ ~
~~~~r
~~d^m
w
•~ ~ ~ ~'_
Z m ...
W ~ N ~
`1•ah+~,d
U~ ow
Q W o
~ ~
m o
r a
~' GL Gosney
~ ~' Ghuck
~` RJB
m 17 Oct 94
T\RDG10-13
a 9091
as shown
~I
V ~~
III ~ 18

r
---~
i
~ o'
i - tio'
STAT ~ ca ~.J Soo
C~.l ST ..
~-; i~ f~
i
i .
3
a
S TA T 1 O ~l ~+~ o
.. - - _ C'KI ST
- - - - ~~ A-~ ~.
~ 3
~o~
-- -- ~-- _ -_ C~~T-
~~
~ o'
t" = i a'
S TA T 1 D ~1 ~ ~-
,,
~~, _ ~o,
STAT 1 O I`J ~ +o~
CROSS SEC
~~
I?DC
STAT 10-~1 Il+od~ "
-r~oN~ .

8' PVG SS Llne CT ) 6' PVG Water Llne

~ I

~
a~rE .
M
'For Reference Only !
~ I ~
I I: i
I i . 17 .lul 95 Ghucl
I q
` `~ I
~
~
~~
~ Q ,{
~C1~-1- 4' `-~ ~ r
~
~~ ~
~fiJa~{'~:
j PT to 2+23.37
I
I ILP
I ~
8 I I
I Basin #3 I Sta 6+84.47 Basln # ~ i
B
si
#15 Basin #19 ~ I Basin #18
~;'`~ r.~al m~' a
n
;,
! i
B
#16 St a 10+34.47 I
~ as
n.
Sta 3+11
1 I
__~__ "~' .
. Basin #17
~ ~ _

0
;~ ~
~
~ I I
Sta 0+
0 ~ _- -- ~
-

--
~ >~ • --~ • ~---
T
~
PG Sta 1+89.99

I `_

PG Sta 4 61.10
Culvert ~ Dlssl
f
r #6
S finent Fence C )
ulvert + Dlssipator #7
~,
507
=
' i

I ~

I I b ~

~""'
`

Ll
d Ch
G
l CT ) p
o
~ RGP - 4
.
.
24 I 0 ~
ne
anne
ras
PT Sta 4+92.48 24' RGP - s-}.007. -

~ ~
See Channel Data T bie
p I I ~ +
1 -~~ ,~~ I~ ~ ( a

8
? I
= 18~ 00'~ I I ~
I
I
/ ~
I I

`~ _
~
~~ +~
00
R= 1 R ,
.
T=16
74' T=16.74' W °
.
L = 33.38' L = 33.38' ~ 1 0
E .3
500 SQ FT IIIIIIPACT h l ~
°
, .Gras) ann
Lined C Data
e ~
A

Std X-Sec Minimum Temp LInInA _J ~ to

0+00 to
3+DO R
V
Straw w/ Net u
L c
G~
L V Straw w/ Net ,~ .~

3+00 t6
6+00 R
V
Woven Paper Net Q ~ ~
3 ~~
L V Jute Net ~ ~ 0
Plan d- Profile
Forest Lane 5ta 0+00 to
10+34
6+0o to
10+35 L
V
Straw w/ Net ~ ~-
~ ~
5cale~ fiorizontal 1' = 50' ~
Vertical 1' = 10' ~ _ _
0
~ ~
~

~ W
F- rn N
+ t
9 Q ~
r7N U ~~CiN~
~ () ~~h~
w ~ ~ I I
In hif~~
0 0 ~ +~ .~ r'h~
~

0 0

~

~ 0

+
t9

0
O
r
v,
N

~

v
~1
c0

n
~
~
~
~
' ^~ ~
rn ~ m
~~ d ~' m
+
Q N
N p
+'
N p
+~
N +
O l9
N Q
.+ N
N

~ ~~ ~,~
Z m
~N

w _
~
u
j
m
'p'
v r,
~ >
w v
~W
Y ah~ a
~ U B
w
ao
W
L 00' L= 00' 270 ' Q
~°

Grad = 4.6 7. G ade = .677. Grade =. -3.9 7. m
260 asr~ ar• GL Gosney.
annar Chuck

250
I pri 17 Oct 94
' Finish G adc _~
- -
- 0161°BLKT\RDG6-9
~
, ~
uSnF~ l+l
`'` -
~ ` `
~
240 .ne a .9091
1 _ I at r Llne
i ~
es shown

1
i For eferenc , Only ~
~
I
'
f `~ 7 .~

~ ~ '
rl':
.- %:r
P _ {.
T
srai
T
I

i
-
---

I ~
;7t
~6(
:5(

CROSS SECTIONS

__~ I I I i

'
PEACE ~,;
~~~~ w qtr
~ ~~lc-, ~ 2" t~~o P Sta 21+99.41
~
`~
~~ PT Sta 22+1 .79 '
'~
`
~ 12Z ~;
~ 6• Pvc water L
~ CTyp) w i
~~ Sta 13+ 2.34 t F
CT )
~ '
~ ence
n
YP ~ Bash #11
•. ~ Culvert. • Dlss~ ator #3
'

x
x ~

_
\ -P • s=.507.
_
24 x .__ -
-
x _..^ ----- -

_ ,,,r.. I -~_ ._.-_.__
~ Sta 20+97.42 See• Ghamel Data T ble. Basin #10
~_ Basin #9 Grass Lined Gh el CT )
I / Efasln #13
Bash #8 See Gharnal Da a Table
~ I= ``~ ... ~ ~
06'l0 ll
~ ;`
~ 3'

"~
~
I
I
I
I
R = ~;
180.00'
`;~'<.4'-
~
•
~~~~ F ~b0 SQ FT; IMPACT
1;2 I 1 ~ -
1 38.
-
8' PVG 55 Lkle CTYP) ;
i
For Reference Only ~•.
I
I I I l I
I G 14,500 SQ FT IMPA
__
Grass Lined Channel Data
Sta X-Sec MNmum Temp Linhg
10+00 to 14+50 R
V ~
Shgle F~arghns RovBg
Plan ~ Profile
14+50 to 16+60 R y Double Flbergkss Rovhg Stratford Green 5ta 13+00 to 2~+00
Scale horizontal 1' = 50'
16+60 to 22+~c0 R y Straw w/ Net Vertloal 1" = 10'
22+60 to 26+00 R T 64.0' Rip-Rap Glabs 'B'
L V Straw w/ Nat
I
Sta 21i+61.30
~Ivert~+ Diss¢iator #4

~
N ~
Q
~ ~ ~ ~ 0~,' Q ttN ~
'~'I N ~ N N N '~ N
~
~ u
W u
W
~ >
~ >
W ~ >
.~
L
-
2.8
K a~0•
22.35 =300' L
- 00'
G = -6 77. de = 4 297. de ~ 2477. ~ ° '4 Z ~ 4. 37.

Exlsthg Crude Typ) 26

. 6' PVC ater L CTyp .~
24
. \

i For Re arenca my ~ ~

~ ~.
~Q
~
0 F~.SS ,.. ~ I~,.
~ ~ ~ ~ ~ ~' a
~!'
~ 2 9

IA
ww
Id
nn
it
-
M
M
.,n ~
~
(~ y
GIM,'
~ r`
nt
~~
n~
..n
c=-.
DAff M
17 Jrl 95 Ghuck
~' Q Q
.1G c N
V~ ~
~ 0
C)
J1 0 ~
as
~ ''
t~ ~.
''~ .N u
u u
c 3 `~
~ ~
~ 4 'N
U ~ .~
0
(n M
W ~ ~
Q ~ ~
0 ro~~l\
~ZfgN
Q
~ ~ ~ h
y~ a ~ ", m
~ ~ ~
`. ~-
Z d
mid
W F; v
Y'ah'~,d
U ~ ow
-~ w W
CD
~+' ~' GL Gosney
aun ar• Chuck
~ °~' RJB
arg 17 Oct 94
°~'~ BLKT~RDG2-5
~x a 9091
xuc as shown
~r
~;
0
250
0•
230
0
~~

o'
1'' = ~ o' ,
S TA'T 1 O ~1 (~j -~ QQ ,,
;, a
- -- - - E`~Isz
_- - - - - -- C-~rc~o~
,,
~~
3;
-i-
I
1

t,_ ion ..
STAT I O -~1 2 ~ -k ~J O
~~~~p~
~ 3
a
L o'
1„ _ io,
STAT'I O ~1 2rj ~-p~
1
xcsT ~ g,
G ~a~-
- _____. E-~~-T
._- -----
3
~ 3
d _ ~'
~D~ , .
. 11, _ 10 +
CROSS SECT~~N ~ sTAT~O~-~.+oo

- / ltd2~5
\ r I I o,n sr
I I 17 Jul 95 Chuck
/ D = 29 24'46'l ~ / \
R = 230.00'
/ T = 60:37' I /
/ L=118.OT l ~ / /
Rlp-Rap G annel CTyp) ._ - / Y I
~~ ee z e a s a e (~ ~I St 19+81.99 Y j
\~ StI18+26.35 ~ , - -- ,, ~ I ~, 1,5Cp SQ'-FT~-M-~ACT
i. ~ / ~ ~ Guh{ert +. Dlsslpaor ,~q /~~~! \
\ ~ ~ 1 ' lg' RGP - s=.50~ ~ ~I nt Fence CTyp) Sta a+97.94..
q
.. '-~ ~. .. _ _ e ~. -._ ._._ - l~
{.
~_ _ ~ ~~
\ ``-~ : ~~~,~" %~ ; ~,;~~~~ - ~--- ---~ -- ~ - --_~~ ~ ` /t ~,.. r~i any
Gr ss Lined Gh nel CTyp) ~ Sta 0+00 a,,,, ~ v ~ c0
e arv~e a s\a e --"-. ~. ~ ...,e'~~ ~ ~ 'Blow Of ~ ~ 0 0
I. assn #20 ~ -- - - _ _ Basin #22 ~~ 0 .~ +~
I Grass L1ned Channel CTyp) ~ ~ ~ O ;n
/ PG Sta 15+87.62 Basin #22 ~ A-~ x,500 SQ 1=T IMPACT I n #20 See Ghpnnel Data Table ~ ~ 0 0 Q
f ~ Basin #23 W O* +
PT 5 a 17+05.69 - - I A 12,500.SQ F.T IMPACT ,n I ,~ o
Grass Lined Channel Data. I / ~ ~ ~ ~ ~ ,~
Sta . X-Sec Mlnlmum Temp LINnq y ,_f to ~'
~ ~ ~.
Spring s=orest . ~p ~ m.v
Plan ~- Proflie 12+50 TO ]9+BZ L Plan + Profile. Q ~ ~ u
Spring forest Sta 13+00 to 1g+82 T b=4.0' Rlp-Rapp Glass "B" 3 c }
Scale Horizontal 1' = 50' Inlet Vlew Govrt Inlet VIeW GoUrt Sta 0+00 . t0 3+q8 ~- I ~ ~;
~•. Vertical 1' _ 10' Scale Horizontal 1' = 50' ~ ~ ~ u
0+00 TO 2+00 R V Jute Net Vertical 1` = 10' ~ p ~
0
2+00 70 3+98 R V Single Fiberglass Roving ~
~w
o
~ ~
W M
r
F- ~ N
Q .~
U~~Nn
t`
0'~~~w
1
~~ro`O~
~°~ ~~~
'~ -,
-,
~~~°'~
ti :: ~-
w ~ H m
Y~`'~~H
rn
:. U ~ o ~
Q W o
~ ~
~ O
~'' ~' GL Gosney
~`~" °~` Ghuck
mre 17 Oct 94
°~ a BLfiT\RDGG-9
240 ~~ \909i
xuc 'es shown
230 sr~r
I
18
w,

x
o: :~ ' .
r
x
CAST
~ ~-~ t
i

5 TA T 1 c~ I.J 4 ~{-- O O o?
Cu~~ ~~ - SAC
S-rA i ~ ~ ~ ~. q ~+ 5~ ~
C~ ~ ° ~~ - Sfi~C
~T
~2i;d~:
_ c~oss_ s~~-r~oN~
S TA T C O kJ 18 ~-O ~

~'
~~
V-
23C
22C
210
`~ ~,u,~
~
y ~ \/ ~
~
/
/ \ 1 / / J _ GfE 6Y
J \ ~ Q ~ Gh
GQ
, , U 17 Jul 95 u
• /
~ orce M
ain CTyp)
\
1
/ S' PVG 55 floe CTy p
\~
~ , , QJ \
. ~ \ 1 /jam
~< ~ Gq ~\ - - - \
\~ 1 ~
~-
~
~ ~ '~ A7

~. 70 • ~ ~ -~
~' = 4 +51.53
-- -
~,

~•
~ /`
~ .
~ . \ 71

,'

\ \ ~ ~~' it 6. `~ ~ \
/ ~~ ~ 13 48' \ / , ~ \

l i
~ / .
/
~

~
0

I
\ 72 \ 4+36.8 ~ •• ~ o~a2 rvp
\ \ ,:~ / /
\ \ ~
Bl'44' ~
0
1L ~
~
• I
' / f --• 165'22'34
Lake Garollna \
\ \ Rock Gh ck Dam CTyp)
\ ~ \ ~ ~
/ .
..
C1
o
I I 73

•
( \
\
•
~ ~ ~ ~~
~ ~ / •
/ \\ \
\ \ 54 53 9rz7'3a'~
\ \ I ~
~
//
~'1ht AG
!Y] ~

~
0

~
\ ~,
,
i ~ S ion
~ ~
\ ~~ ~ \ \ ~
\\ I 12+79.27 ,~
~ w 0
\~ ~-~
~' -~ 136'49'43' / ~
- \ \
'
'
" .]~ L A
i ._ _ _
_ ~
~ 23
\ \92
9
~
0
_
/~- ~"~'1a ~`~ MH Al \ \ /
~•. \ i
~ Lake Garolina
' ~
~
.. ~
~
~ ~ ~-~-' •' 2+25.j1
Sediment nce CTyp) \~~/ NOTE: SANITARY SE1?JTIl OUTb
ALL
coNSTitucTloNiln~rncTti~zLL
BE ENTdRF
LY 1~'ITI
TN TH.
:
c ~
Q N Q
'~ ~-M~ A5 _
J
k
~
4D
OOT CONSTRUCTION F
ASEN
EI L {
I

~ Lake Garolina
P
P
11+04.72 T
,
(
\T
TIILRE WILL IlE NO BENCIIING OR -
~ ~

~;~
SS Line 'A'
Q+t~fl
Sta
to 13+50
DISTUR{3EllA12EAS~VILLBEB];OUCT3T ~ ~
Scale liorizontal 1~ = BACK TOTlIEORTGTNALEXISTI~`G
(~ Vertical f ~ _ _, GRADE. ANTISEEP COLLARS \VILL 13E
l , USEll IN THE AREAS 1VTIERE TIME
SEWERLINE RUNS D01VN GRADE IN
M
~

33, 000 Q F IMPACT THE WETLAND AREAS. SEE SHEETS
TOT L C-Z ANA G-to. M
Q

~~~~~
• ~ r7.~~~
~
~~,~
"
°~
-,
~ y ~ o
~
~.
Z ~
N m
Y ~~~,~
U W Hoy
Q ~

m o

~ 230 `~~ ~" GL Gasne
`
_
- Exis
_ ing Grad
_ _ CTyp) _ ~,a, n,
Ghuck
_" -- -- - - - - -- - -- - - -- -- ueuer RJB
220 are

214.4
2
5.24
215.97 ,
21

21

.60 17 Oct 94
~ ~•
BLKT\SSG2-
215- 4 21 .77 PVG 55 Llne CTyp> '°6 a 9091
. 210
- uue as shown
I
S = 0.0025 5 = 0. 025 S = 0. 025 5 = 0. 026 5 = D.00 6 S = 0. 025 5 0.002 xrcr

G2

i
~ 25
;~ 1 ~ I
-
-
------ L_
~-,,

'

~' ;
~

,~t4
""" i

i.
i
.2:
2i
~ ~
\~ / \ ~~ ~ ~
/ 8'
S
T )
~
~ ~ 17 Jul 95 Ghuck
• .. , PVG
~Line C
YP
.~ ,
, f1H A1~1
. ~ ~ /
~
~w~ 1
' '~~ 31 0-10.08
=
' , ~
~ '~ MH A12
1
MH A7
/
~ ~~ ; ~
~
\~' :- ~'~' 25+82.19
Rock Gheck D~n CTyp
`~ ~
~ '
•
+90.97
/ ;. ,
°' ~
116'5 ' '8
~

~ ~ ~ ~I I
/ / ~ '
/ / ,
\ \ \ 33 ~' ~ 32 ~ ~ ~, 0
\ 5
~ ~ • 1G+43
~
49 \ \ ~ ~ Q
~
/ / /. .
.
' i 165'5'43' / M A1035
~ 135'48'3 '
~

1 41
`< c +~

~ ()
i I ~ 37 21+75.70 , _- -' , , - ~~
_ /-- ~ o ~
• ~ ~ l ~ i ~ Se

~ ' diment Fen CTyp) 2 +74.05 ~ ~ ~ ~
~
i ~ / 166'52 5'
I
--~
. ~ ~
~
~
~
~
~- ~'•
•
~ ~
1 ~ ~
~
! I / . • ~
~ Lake Garoilna
NOTE: SANITARY SEtiYER OUTrALL a
C ~
' _ • .. _
1 54'56' j i / CONSTRUCTION;/IMPACT `4'TLL
"
' o L ~

~
/ / DE EN
DIRELY tii
ITIiTN TITS ~ ~ J
•
' ~
~ /
~ 40 FOOT CONSTRUCTION EASEMENT
TITERE VVILL
E N
BENCIIT
C OR ~ c
• I ,
Lake C
rolina B
O
N , \ Ip ~
V

~ a
~ FILLNGINTIIEVJETLANDAREAS. ~ ~
MH A
18+6L9 ~
. ~
55 Plan + Profile
Line 'A' Sta 13+50 to 27+00

SGale~ Horizontal 1~ = DISTURBEDAREASWILLBEBROUGHT

BACK T01T3E ORIGINAL EXISTING ~,
GRADE. ANTISEEPCOLLARSIVILLBE
USED IN TIIE AREAS ~V'H$RE TILE
Vertical 1~ = M
SEWER.LINE RUNS llOSVN GRADE IN ~
M

2
400 Q FT IMPACT THE WETLAND AREAS. SEE SJIEETS
~ c-z ANDC-IO. W ~
Q~ N
, ~
~ U'~VNh
_ _ m ~:
h
~ ~ ~ m
- - ~ ~ ~ ~
.~ `~
`. ~-

- Z m
W ~ N v

M.
a
H
ad
Y
m
a
'~
_

g~ ~.
U Z; How

W
0
a

- m
0
a

SO
Exls
Ing Gra
e CTyp _
230 ~~
GL Gosne
' _ _ ~
"- _. - - - -
2
85
3
2
4
58 ~~ e~ Chuck
- -- -- - -
220. ~
7 ~ - . .
00
5 ~ ~~ RJB
.0 219.53 20.12
~ '
' 2 .38 ' - 2
. 220 17 Oct 94
2 9.33' _ 19:92 -"-PVG 55 Line -CTyp) 22Q6 fi uctlle k- n Pipe ! 1 ~~ crsdBLKT\55G2-E
0 I ~ ~ 9091 --
. 210
I i `'~ as shown _-
= 0.0 25 ~ 5 0.002 I S = 0.0025 = 0.0 67 5 = 0.00 5 5 = .0025 , 5 0.002

~sr
1 _

~ u
--~
~

1

1 i-

I

i i

,I

~

~

,,
- -~'--~''-
;~,

'

5

I J_

'

I!~

'~

~~'

i

-
-
~

• \ I f \
~ ~ ~' 1
54 / 57
~~~
_ (~ I I \
I
~' `\
~~ / I
afE 6Y
17 Jul 95 Ghuc
\ ~ ~
\
~
~ ~ ~ ~-. 159 60 ~
'
' ~
~
~ ~ /
/~
,
/ /
_
S~ \
1 PVG Winter L
me CTyp)
~1 6
Shown for Reference Only L
~ ~
+
, 2 ~
~Y'3 •
~~
~ck GNeck
b
m CT
)
Mf1 G2 1
\
' V~eW
C
' /
l / ~ U
V ~
,
`' a
yp
,
~ ,
D
~
Uri ~'. ~
~
d ~
+'
~
, 3+83.74
52
'
' \ . Vn /
1
' 0 ~
~
44
49
°
Sedlment F
c / I
) ~ f
CT '. ~,
~ \
~~~ •~ ~'
~
'
~ a] ~
~ 0
~
en
e
0+00 yp ,
163 ~' _
~
~
' p
~ .---• NOTE: SANl
PARY SE(YLR OUTFACE:
' ~ ~ t
0
~ ~ / 51 I __ PWILL
_ CONSTRUCTIONlIA1PAC ~ ~
~ ~ ~ I G4 ! I3E ENTIRELY 1vITiIIN TIiF. ~ I
~ p

. ~ ~ I
50 40 FOOT CONSTRUCTION EASLMEN f
q+ 6
77 ! TIIERE WILL IIE NO IlENCIIING OR -
l)1
~ ~ M~ G3 .
' J 3

' , ~~ ~
,/
I 4q
/
780.17 ILLNG IN TIID 1VETLAND AREAS
I
45 DISTURIIEDAREASlVILLB,EI3ROUGIIT
BACK TO TIIE OR
GINAL E
ISTING 41
+~
V
\\ ~ ~ I
X
' C

J !}8 ~ GRAllE. ANTIS~EP COLLARS WILL
BE ~
USED IN TIIE AR)AS WIIERE;TI~E ~ ~
• \ S' PVG `SS Line CTyp) ( J 47 4~ SEWERLINE RUNS llOWN GRADETN ~ {~.1 J
f 1
If TIIE WETLAND AREAS. SEESIfCETS - ~
R ~
J ..
J ~ C-2 AND C-10. .-_
Plan + PrafIIP f
\
V
~
l ~ ~ 5S Line 'G' Sta O+a~ to q+27
Scale 1lorizontaf 1 =
~'~ Vertical 1' _ '
0
23
22
21
4,00 SQ FT I PAT ~
-- - - r ----- ~ - --- - -- --

aQ 60 ' ~~

Inlsh Gr
de CTy
) _
~
'
~" __ _

~ ~
250 -
Existing Grade yp)
_ --
Shown a er
for Re ine y
rence
my --
i' ~ 4 24 .001 240 , 's~
240. 0; '~I~ •
0 'PVC 5 5 Llne C p) I ~ _ 230 '. ~~~

24
31.00
~. ;
~5 = .
.0327 _
0 _ _- ~, 5 = 0. 254
~ I 220 ~~ I
2 4.2 I -~'~:
-
18.60
l
5
- 0.044
'
210
5
~'
Vti
~;7~~
,
5 =0.02 1 _
I ~ - - (7 ~ ~'
0 /
~u a E 1/
~
1 ~ - ' 2 1
,.
I 7~ ~ f (~ ~°' ~-
•
"If1 AG MI1 1 M11 2 I
MH G I
f1 G4 ~- f; ~~~
_... --
0+00 2+4 .ql 3+q .74 +80.1 +26.7 ~ 0
HII:~III
~ M
W r
--- ~;
Q ~~
U v U N
~ ~
?? h
6 ~ ~
~ ~ ~ ~ ~
~ ~~ i`
-~ `~
•F G ~m
~~
Y ~~ vMi 'pi d
U ~ Hors
Q W ~
m o
`~~' °t~ GL Gosne
~"` ew Ghuck
u~x ~' RJB
are 17 Oct 94
aew BLKT\SSG2-.°
'°°'~ 9091
uu~ as shown
~..~
G5
25
~~

r _ . ~~ ... Mtf B3
Fake GarD~lna /'. 7+45.98
•~
Lake Carolina
MN B2 _,-' • 5 invent Fence CTyp~ MI1 B5
Mf1~ • 4+~8.6~O ~i- "~ ,-'"~~\ 13+89.89
~. r
+84.25 "- ..
" 10'2"~9 \\ \ ---~ ~_
_- -' r~F _ 1 ...
- -- ,--
_ ,~ _ ~ ~
------
_ ~ `
~° ~,
- ---
-----
/ ~;' 163b'4' -r,1 115'44'i \\ ~ \\ ',\ `\~ - -__r - ~ i". i' `. ,..
i~~-~_~~~~'" ! / 1 \. / \ \ l~ i'~ i~ 129'32'3' ~~\ `.~ ..
~~ Station ~ ~ `Rock Check Dam C\F\y\P~ / \ \ ~~' %' I ~`. ~~.
~~ ~ I ~ \
~-
R,ff. CY
17 Jul 95 Ghuc
0-]-00 , . .• \ I \ \ ~ ~ I ~~ .~ _
15' Sewer Easement 1 \ 1 ~ ~ ~ ~ I `. ~ ~
! f 91 \ k ~ ~ ~ I 99 .+~
\\ ~ ! .'Construction Llmlts CTyp ~1` 1 ~'' ~\~ \\; 3 ~ '~ ~ 97 ~ I .!! ~ d'
• ~ ~~ ~ ~ i 1 ~ ~ '
10+17.98 ~ti ~~ ~ '~
\,
~. • ' ~~=~ Sf~~~Tll !1 90 < 94 / ~~ ~~ ` 100 ~ 0 0

3 ~
!
vr
'1 0 I
~o ~ ~n ;~
' I ~ ! ` 11e~ NOTE: SANITARY SLIVER OUTFACE
- ' j
! ~ ! p
`(1~ V CONSTRUCTION /IMPACT WILL _~
Q ~
~
/
~
~ 1 l lIF. ENTIRELY 1~'ITI3IN TIIE
'
! j,,,, J
d0F00TCONSTRUCTION.EASEMENT
s / , ~ c
8' PVG 55 L''ine Ci'yp5; 0 TIIERF, WILL B1; N0 BENCHING OR ~ Ip ~
Plan ~ Prof Ile FILLNG IN TII1r 1~'ETLAND AREAS:
DISTURBED' AREAS 1V1LL B~ BROUGHT
U
55 Line ~8• Sta ~'}'~0 t0 14+5~
BACK TO THEORIGTNALEXISTING
Scale
fiorizontal 1• =
CRAllE. ANTISEEP COLLARS 1VILL BE
Vertical 1• _ . . USED IN TIIE AREAS WHERE TIIE
~ OO O S Q ~~` I M P Q (` ~ T`O'T` ~ SE\VERLINE RUNS DOWN GRADE 1N vJ M .
'lv I I TIICIVETLANDAR~AS• SEESIIEETS W ~ ~
C-2 A D C-10. I Q m N
-

-

~- _ ~
U ~ ti N
- ~ O ~`
'
~m
_ ~~
-
I UI ~ .~
- - ~ ~
. ~ ~
'P
, ~ -~
~ ~ ~~~'
'~ ~
°j

_
~
Z m
~

_, N m
U
Y y
~ ~ d
Q w.oow
~
30 ~

230 I m o
4
ExJ ting Gr e CTyp '
--- - _ `~~
~` GL Gasney
20 ~-- ---- -- --.-- --- - ---
- ~ __-- -~ -.. -- -- -- ,___ -- __

,-.
--

22D ann~an Gheck
2 4.38 215 05 215.99 216 3 r mu ~: RJB
~ C N1E 17 Oct 94
'
10 21 18 ' 15
75 } • 216
6
. - : 214.8 . , .,
. PVG 5 Lfne Type . ~,~
. '210 BLKT\SSG6-9
I . . ea w. 9091
= 0.0 25 I = 0
0 5 0
002 = i ` `~ as shown
. . 0:0 25 5 = 0.0025
.
. i
I. I I I I i. srfr
~ G7
, __ I __ ,
~~ . ~ _ ~~

~~
~~ ~ Lake . Carolina
I1 B ~`~
1 +48 40 r~ ~~~`.\~
r ~ `. ~~,
y ! 76"56'55'`~~ `~ I
I I ~\ ~
I ~ ~ ~~
I~ ~ ~~ 100 i ~`.~yy~ \
r 1 ~ 15' SPWPF Ea$efl7enL~~ `~. MN q7
i lwf5t' VL UO`i. 'L mlit.~ (? 7Q'~ _ >, 1. ~..
t: f i ~ ~1`~0+7~.5~
i I ~\ I 101 ~ '~~~
~ ~ I / ~~
i
! ~ i /
///
r ~
'•i i // ~
. ~
~, f
' MN Bq~~ ~'. 127 i
128 24+7~~0 ~. ~ ~1
_~~ ~ ediment. f=ence CTyp~ ~
~ \
/ ;' ,~~~~~ `~~ ~ i,,~ ! 125
22+25..5' ' / ~ \
f ~ ~' ~ 132'3'50
II ~
~ ~
f~----- - 102 i
,1'.js520'58' ~~~\ ~ • .2~+48.75 ~`~ ~~~ ~
t ~ ~
~ ~ ~
~ -1..~ ~ .' ~~
~ ~=, `~ ~~ .' 111
ti 1 ~~ /
1~~
. 1y/ ,, .
~~~
\~\ ~~ 124
rl ~/ i 'Rock Check Dam CTyp~ ~ . ~ ~`~ ~~~ ~'
~ ~~
~ ~' ~ •~ 110 ~\ ~~~• ~`~\`
i MI1 B5 ~
t~13i-8q.89 ~~'
129'32'3' ~
~ ~ i'
\ \ \ ///
\ ~
~\ ~ ~ Mf1 B11 No'rls: , ~ ~.,~~YS~~~'LaooTrnL~
2 151:2r16~ ~ a ~ 28+92 40 cor,sTRacTloNimrhicTti~~xLZ, .
Plan d- Profile
CMff
17 Jul 95 Gfnx
O
~' +
C ~
~~ N
p~ o
+~
~ a 0
0 ~
w ~
~ I ~
~ ~ ~
~ ~ ~
R~
c ro
- >.
L
0 ~ C
/` J
v ~ ~
0
~ M
W ~
f- ~ N
Q l;
U m ~ N
~ ~2~m

~ ~~~r
e
ti
r

e °
°'
~S '
~
~ rn °' `'_

z d

Y v
.~N.~

U a
~ How
Q W
~
m o

asr~er• GL Gosncy
~''~' °r' Chuck
"~" ar: RJB
acre ]7 Oct 94
'~'~ 9091
~ ns shown
QrEr
G8
25
~. .
103 // ~~' .11 ~` ~\ ~i 11
/ ~
i
i
r' '
~ '
~ ~~ ~ ~> > ~ k-~~G.~ ~r T~i :I,~~ ~4'~rri~N TI~~
~~ \ ~ S~~- aU T QONJTFZOCTION EASEMENT
~ THERE 5?~'ILL 73F N O 13EIv CHING OI2
~ ~ ~ ~ ~ . ~ I~ILLNGINTIIls1'~ETL4NDAREAS.
DISTCR2,BED AR1;,~S~'JILL ISEBROUGIIT
]SACK TO THE ~RICI.NAL EXISTING

2t
' 2'
2~
2;
2;
2]

G~
y~
~~
~~
,• ~~
~~ ~`~ -P1Fi B11
151'21"16 \~' ~J
,~~` ~ 2g+92.40
.112. `~~\ ~ .
. ~\
~~~~\ ~ ~\
~~~~ ~~~.123
\ 1
~\
.`
~~
~~
.~~
.~
,~'
~, , ~~
~~ ~
i'~ 1
1
~~
,\ .,. .
'~ ~ ~~ .185
\~ • '
....
\~\~~ ~~~' ~ 175 1~: /
Mf1 B12 ~ \ z7• ~
114 31+18,25 ,1 \ `~\\~ ~ock Ghe am C p)
F'
i \ ~ .~
Sedi~~ Fence CTyp) ~~ ~~ ~~~\~ 1
- ` 1 42'9 ]~~\~ \~~ .`
.~
~ 11
115 ~ ~~~ ~` ~ '
~'~ ~ ~~ 33+74. ~:
- ~~ 15' Sewer Easement ,1`~ 122
/ Construction Limits CTyp) , `.
90
1
1
1
1
'\
~` 189
188 ~`
1
t
8' PVG SS Llne CTyp)
~ ~ ~ /
~ ~ 191 ~
\~ 190 1~ ~
~ ~ i
~ ~.
MN ~15 ~ ~
•~~ .72
40+94y i
/ / • j '
/•
84'38' j '
i ~`
,0'46 2' `+ 193
1
194 ~~ '
s 1` .
~.
t: ANITARY S.E~VER OUTFACE
NSTRIICTION / IA4'PACT WILL
BE F,NTI~RELl' 11'ITIITN TTIE
40 FOOT COt~STRUC'lION EASEMENT
THERE WILL BL' NO BENCHING OR
PILLNG IN THL+' 1VETLANA A12EAS.
DISTURBED AREAS WILL B1;13ROUGF[T
BACK TO T[IE ORIGINAL EXISTING
' GRADE. ANTISECP CpLLARS WILL BE
USED IN TIfE AREAS WHE~tE 1'IIE
' SEWERLINE RUNS DOWN GRADE TN
THE 1VETLAND AREAS. SEE SHEETS
C-2 AND C-10.
Plan + Profile
55 Line '6' Sta 2q+00 to 42+77
~~ Scale Horizontal 1' _
0, O O S FT I M PACT TOTA

~~~'

I

Finish

rade C

)
1 i
16^nln
---
-
~
~~ -' ~ ~,~ ~ Show for R Terence Only \' ` -

10
(
yYllh
,~• 2~8s4 - 2G

~~_ __
~
~ • ~.

--
25.
:
~ 8' _
VG 55 Ine CTy ) `

~~~~
24 ---
70 - -
- -
- ~ •~
~:~-~ .2 :
--

__ -~ 245. 0
5 =
.0025
5 = 0.
025
~
- _
35.2 243:5 I I 5 = 0. 330 I _
35.00 5 = 0. 070
I
I i I I I
.0 5 = .0368

I

0~
~L ,
-~
S
a J ~ .y
I I I I • I ~ ~ 9 ~, .

MH
11
^
Ft B12
~
H B1
~
~ M ~ B
~+~~al
-r Mffi
4n+ B15
4.7n ~G~ `
J, ~~ i~'
~~~.
e2
~ ~
~ ~
~ ~
~ ~
1
~ ~
~~ 187 ~`
1
a ~ ~
1
6' PV~ Water Llne CTyp:
Shown fpr Reference Ski
~~ i ~i
0
0
D
~,
n,r~ ~ -
]7 Jul 95 Ghuc
b
0
.,L o
Uv
0~
~~
~ I
J ~
~~
C ~
o L'
L .~
r~ p
V ~
N
~t
0
0
6'
N
A
+~
m
c
J

~ 0
M
W ~
H ~, N
Q ~
U d ~ w
m
~~
~ ~~
U) v~ .~ m r
~ ~~~r
~
rn~
~ ~~°
•~~~~
Z °'

Y N m
h°~
n

V ,
,~
~ Hp Ce
Q W
~
~ o
a
oesrw ~~ G~~~
~"" a'' Chuck
"~ er: RJB
Dore 17 Oct 94
°~ 14 BLKT\SSG6-
~0 "~ 9091 _
xu~ as shown
~r
V 1
J
2F
w~

is rv~ 55 Mme c ~ yp~ ~
/ ~ ar¢ ar
\
\ ~ \
/ /
~
\\
\\ \ ~
`\ ` i
~~
\ ,
i~
17 Jul 95
Ghucl
\
\ \
~ /
~
\ ~
~~ ~ ~
~ ~
~ \ ~~ 82
\ ' ~
` ~
~
\ _
•
\ i~
~ i
.120
~ \ \ \

\ \\
• ~ ~~
• ~
' ~ 8G ,~
~
\
\
~ e
I ~ 87
• \
•
\
` ~ 'MI1 E3 ~
el ~
\ .
' ~ .. ~ 88 ~
\ ~ ~ ` ` ~ ...... 9+00
63 ~. ~ 6' PVC Water Line CTyp)
~ .
• \ `
~
F
'~" .
• ' Sh
f
R
f
e O
l
.
\ \ \~
M
t E2 .
\ ~ own
ar
e
erenc
n
y
\
~ ` 89 ~
\
~
-
~ ~
~
` ~ ,• \ ~ \
--
'-
,-~,.
. ~ ~
ock Ghcck Dam CTy ~

i ~
~ ~
q0 1 \ \
\ ~ ~-
~- - 1
\ ~\ .. 81
~
~ ~ ` ` ~ ~ ~ •C ~0 rp
• ' '
~ L
i ~
'
ri \ -
,-
"
"- 1
Sewer Easergent
1
l ~
~
~ ~
~
MIi F5 0
.1
V v ~
~+
~ ~ \
Sedime
i;, Fence CTyp~ !
, -1 1
Con~tructlon Limits
l tTyp) ~
~ .
Q
`
_ `
\ ,
,
1 1
1
1 . ~\ ~\ ~ X13+37.5q p ~ ~
\ / I . ` ' ~ -
--
1 1
1
1 .• 80 .
~~ ~
0
'~ 1
~ 78
1
' ~ \ 0
~\ ~\ , j~,
~ 1 3+45.03
1
:i 11
. til
1 ~
7
' '. \~ ~ ~~ Q3 ~ t
1
.7 _ ~ ~ I 0
,-
a-00 \~\ 76 1~1
~ 1 11 11 11` •
•~ 1 1 1
1
.. ' /
~ Mfi E4
12+03.17...... G4
,. --~ ~
~ ~ ~
' ~ ~ 75 ~ l 1
1
11 ~ '
• !N OTE: SANITARY S1lYEIt OUTFACE
' C ~ W
1\ S 1,' 1 1 t
~ /' i
' RUC'CTON/I-1PACTIVIT,L
CON51
' L
~
~ 1
\ 1 ~1 ~ .
1 1 / . DE~NTIRELY1v[TIIINT}lE
S F7
~' 'N
I
\
\
\ .. En1ENT
d0 FOOT CONSTRUCTION EA ~ --
I
~ TI3ERE WCLLDE NO B)',NCHING OR
FILLNG IN THE WI,'TLAND AREAS ~
~ ~
~ ~ . ~ ~
r} ~ \ Plan + Profl~e
'
' D1STU.RnEDAREASIVILLBEBROUG}IT
rn ~~ \
55 Line
E
Sta 0+00 to 13+3
8 BACKTO'I'ilEORIGINAT.EXISTING
`
~ ~ Scales Horizontal 1' = GRnDI,:. ANTISEEr coLLARS 1VILL BE
,~ v .
~
\ ~ertlGtf~ 1' = E
\
` SE ~E1tLIN
RUNS DOII'N GRADE IN .
~ ~ 4O OOO SQ FT IMPACT TOTAL TxE\YETLANnAREns. sr:ESIIrETS
2 AND GIO w
~ -
. ~-- N
Q ~
- - --- UN
U
-- - - - m
T
~ m

270 ~~UYI I Mi ~
270 ~ rn ro m
~ ~ ~ ~ n
~ ~ ~
260
- finish da C ) ~/ ~ 260 Z ~ ~ ` `~

_ ~
2,50.7 /•
2
2.50 W ~ ~ v
Y q v`~i ~ ~
~ Exis q Grad CTyp) __ --- - _ p I 250 Q W ~ o ~
-- - _- ~
- -
_
- S .50 m a
240 - ~- - 8' P C 55 a CT p I 5 0.087 I 240 as~ar CL Gosney

' --~ 234.2 41.00 _ ~"'~ "Y` Chuck

--
- "~ ~" RJB
230 _~- - .0 5 = .0307 230 orre 17 Oct 94
-` -
-- ---- - -- --- --- 01bpKT~S5C10-13
X --- 220 ,oew. 9091
20 .

215
05 I
I w~ ns shown
. S = 0 0341

21 S = 0.0345 ~!~ 210 s~cr
= b.o a7 ~ I
I
C
I
25

..

.

.

..

_

4 ..

~
~e ~; '~

~

MIIH'~ ~

~"i
r

_

'~• 1G3
1•
Llft Station 1`•, C
.. , ... , •0+00 1
~-_ 1. ,
'~-~ -- -- Sediment Fence CTyp1
~- ---___..-t--
~ _--,
~~ • i 135'37 29. ,~ 4 - +ro4.21
~• : 119'?2'39 '`~ock Gheck Dam
115' Sewer Eas~{nerit • . _ `
;on~truct{an Llmltsl CTyp) 11
1 `1 i~1 11111 1 ~2
,1 1 , 1 •
1 1 11
11 1G0 ~~ ~~ 1
\ 1 \ 1
`1 l; MIi M2 1111
1 1 3+70.55
1
1 11
1 1/ /_..
1 / . ~,
1 /.
11/ /
~6' VG Water Lhe CTyp)
~ Shawn For Reference Only
2-
2i
2:
_~C
I '; ,,- I
1
1
0 1GG ~~
13 1 I 1G8
1
~-'~~-'''i ll.
s ,, - . •1 '
?~ 1
~~'
~`
1
s
1
~` 1G9
~.
1
1
1
1
~1
1
1
s
1
1
1
175
• MH M4 ~
~ ~ 5+81.15 . ~ '
9 8'54' ~, , ~ '
6 91'34' , ~ ~
,~•
u ~l,n~ 1~
~ 171 1 ti
1 1 l
i70 ~, ~, ~,
'F'
1
~~
Br fVG SS Ltrie CT~)
rI 1
I ~ 4 ~ 1 , ~ Plan + Prof Ile
I 5~5 Line "M" eta 0+00 to 13+7q
Scale Horizontel 1' = 50'
I I Vertical 1' = 10'
~ I ~~~ Qnn cn GT InnparT T(1TA1

1

'NOTE: SANITARY SEWER OUTFACE
CONSTR UC170N. / IMPAC'T' WILL
BEENTIRF.LY WITIIINTAE
40 FOOT CONSTRUCTION EASEMENT
TIIF,RE 1V1 LL BE NO BENCITTNG OR
PILLNG 1NTHE.IVETLAND 9~~IiEAS.
DISTURIIED AREAS WILL B1:, BROUGHT
BACK TO TUE ORIGTNA'L EKISTING
GRADE. ANTISEEP COLLARS WILL BE
USED IN TIIE AREAS WHERF, THE
SEWERLIA'E RUNS DOWN CRADE IN
TILE V~'ETLAND AREAS. SE); SHEETS
I

~ 260
- ---
-~ _! 250
--- - - - - ____ -
~ --- . ~- • 250.2
2c3' '
4 ~~~~ ~IV1 .~ . 240
- --
~'
~ ,
~ • ' ~.
240.
0
T a-da P , , - ~"
0 ,, 230
`' -{--0 - 8' PVC: _
55 Llnc CTyp) 5 = 0.0250 r I
xs ra a yp
~ - ~\ ~~
219
20
0 / v . _
_, ~-~' 219.00 21 .80 S = 0. 13 I I
209.3 I
0 -

= 0.0 39 5 = 0. b72

0
I
s
0.016
I I I
s = ao3 1

i
I
I
~~ R
- p ~
a ~' ,
_ I i
-- -- I
~' ~ ~
- - L l
I I
RT J. 8~ `~
Lift Statl n H Nil'. H M2 MH M3 MH M H M5 H M6
0+00 1 X4.21 3 70.5 4+q .33 5+81. +71.31 ~ .' ~ 1 +71.31 CAO

0+00 i 2 ~ 3 4 5+00 6 7 8 9
...~e.~~.., ___-~
1000 11
12 13
14
C3
{,-- ~ Qr"
Vv
~ ~ ~
0
~~ 0
~w o
~ 3 ~'
~ ~
C ~
Q L ~
1_ ~ c
J
(0 c
A ~
~ ~
0
fn ~
w ~
Q N
~
U ~
~
N ~
~ ~ ~ ~ ~

tn ~.~mn
~ ti ~ ~
`~
-

o~ .~
~
~ ~~m
`

~..
--
m
W ~ N m
.~ ~ `~
Y d
U ~ ~o~,
Q W
W
CO p
~
°~~' °~` GL Goaney
cRAVa ar• Ghuck

nru ar RJB
°Af6 17 Ott 94
°~'1CT\55G14-17
.ro wa , ,,.,,.

i ~1~
. z5
wa