20080501 Ver 1_Application_20080317

Thomas Engineering, P.A.
Civil Engineering.Land Development-Project Management
FEDEX: Trk# 7909 59118362
To: USACE
107 Union Drive, Suite 202
Washington, NC 27889-1000
Attn: Tracey Wheeler
Re: Croatan Station Force Main
Temporary Disturbance of Wetlands and Buffers
Craven County
2004-018
Dear Tracey,
March 12, 2008
Please find attached for the above referenced project for your review and approval one
(1) copy of the PCN form and one (1) copy of the plans and attachments. As you are
aware, this project requires temporary excavation of wetlands/buffers for pipeline
installation.
Please review the enclosed documents and let me know if you need any additional
information. If you have any questions or comments, please do not hesitate to call.
Thank you,
r
f[ y ,^i d

Bobby Billingsley, PE n%1f^r a: ???
BobbyB illingsley@ThomasEngineeringPA. com

Enclosures
CC: John Dorney, NCDENR DWQ (w/7 copies & check #7977 for $200.00)
Certified Mail #7006 2760 0000 9674 6594
309 Metcalf Street.P.O. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program. (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
II, Applicant Information
1. Owner/Applicant Information
Name: Ellis Development Company, Edward Ellis, Presldg g, n
Mailing Address: 7001 Jeffrey Drive Ralei& NC 27603 jV-c i
Telephone Number: 800.654.5610 Fax Number: 919.661.1773
E-mail Address:_ flexspace2(@aol.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John G. Thomas, PE
Company Affiliation: Thomas Enpneerim PA
Mailing Address: 309 Metcalf Street PO Box 1309 New Bern, NC 28563
Telephone Number: 252.637.2727 Fax Number: 252.636.2448
E-mail Address: JohnThomasAThomasEn ' eeringPA.com
Updated I111=05
Page 5 of 12
IIL Project Information
Attach a vicinity map clearly showing the location of the properly with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing properly
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the properly
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If fWl-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sewer Pump Station and Force Main Construction for groom Station
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): NCDOT Property & 6-207-12000
4. Location
County: Craven Nearest Town: New Bern & Havelock
Subdivision name (include phase/lot number): For Croatan Station
Directions to site (include road numbers/names, landmarks, etc.): Site is Igeated between
SR 1116 (Thurman Road) and SR 1106 (Stately Pines Road) on US 70 between New Bem
and Havelock NC
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Plan Sheet _29N
°W
6. Property size (acres): N/A - 34,000 LF x 20' wide disturbance
7. Name of nearest receiving body of water. Neuse River
8. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: NCDOT Right of Way - Shoulders.ditches,pipes.etc.
Updated 11/V2M
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Backhoes
and boring _equipment. Typical equipment used in laving utility lines.
11. Explain the purpose of the proposed work: To lay approximately 6.5 mi of sewer force
main between New Bern and Havelock
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Temporary impacts to 404
wetlands and blue line streams to 1 linear utility alon NCDOT Ri t of Way. Disturb earth,
Iay utility line, backfill, and repair and seed continuously while laving.
Updated 1111!2005
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodp[odplain Distance to
Nearest
Stream
ear feet Area of
impact
(acres)
1 Temp. Excavation Marsh (ditch) no 3000 0.019
2 Temp. Excavation Marsh (ditch) No 5000 0.043
3 Temp. Excavation Marsh (ditch) No 5000 0.002
4 Temp. Excavation Marsh (ditch) No 5000 0.002
5 Temp. Excavation Marsh (ditch) No 5000 0.004
6 Temp. Excavation Marsh (ditch) No 5000 0.015
7 Temp. Excavation Marsh (ditch) no 5000 0.002
7 Temp. Excavation Marsh (ditch) no 5000 0.028
Total Wetland Impact (acres) 0.113
3. List the total acreage (estimated) of all existing wetlands on the property: Not determined
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multibly length X width. then divide by 43.560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
inear feet Area of
Impact
acres
1 Otter Creek Temporary Int. 10 20 0.005
(excavation)

Total Stream Impact (by length and acreage) 20 0.005
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact acres : 0.005
Wetland Impact acres : 0.113
Open Water Impact acres :
Total Impact to Waters of the U.S. acres Oils
18
Total Stream Impact (linear feet : 20
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
n/a
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a
Size of watershed draining to pond: Expected pond surface area
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Placing utility line as agreed upon with NCDOT. Temporary impacts to all locations. Will
restore to original condition after construction.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
upMW I MIMS
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and fimction and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
fiumctions and values, preferable in the same watershed
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offshe), affected stream and river basin, type and amount (acreagerllinear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
n/a - temporary only
.2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Upd&W 1VMS
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zoe: Impact
(square feet Multiplier Reqired
Mitigation
1 1200 3 (2 for Catawba)
2 800 1.5
Total 2000
s Zone I extends out 30 feet perpendicular from tha top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or. 0244, or. 0260.
Updated lVMA05
Page 11 of 12
XL
".41
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Temporary impacts only. No addition of impervious area. Linear utility proiect only.
Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
n/a
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No 10
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
_nLa

?40C-a
Appllcant/Agerit's Sfpatdre Date
(Agent's signature is valid only if an authorization letter from the applicant is provided)
2oc4r
updood 11!1/2005
Page 12 of 12
•
r „
J*
A LTMA
RCDENR
Narn, CAROUNA Oer&arWxW d
ENVIRONmrxr AND NATURAL RCOoLR=

?C? WAjr 9Q
G
o -mac
NORTH CAROIA DE p
NT OF
ENVIRONMENvT'1'?r L RESOURCES
DIVISION OF WATER QUALITY
NOTICE FOR REQUIREMENT OF COMPLIANCE OF EMC RULES FOR
1111 pRPROTECTI ON AND MAINTENANCE OF EXISTING RIPARIAN AREAS
W0,10
PROJECT# N I `09 406 COUNTY C MJJ P-n DWQ OFFICE VERSION: NEUSE_(15A NCAC 2B.0233) TAR-PAMLICO (15A NCAC 2B.0259)
CATAWBA (15A NCAC 211.0243) RANDLEMAN {15A NCAC 2B.0250)
OTHER
EXEMPT __.K L J i NOT EXEMPT
(DWQ INITIALS) (DWQ INITIALS)
Property Owner's Name 71 13m 6
f i
Phone Nuttber (Rome) usiness)
City
Location (Nearest
State
Zip
As indicated on attached map initialed by staff on -
Descrintion of Proposed P.roiect
Violation noted on site YES @ If yes, a Notice of Violation will be forwarded from the appropriate regional office.
T ed project which is to be located and constructed as described above is hereby determined as
EXEMP NOTAXJUP`Ij from co fiance of re ements of the aforementioned rules as it applies to section
L a . . This determination does not alleviate the
necessity of your obtaining any other *State,
Property Owner's/Agent's
DWQ Official's Signature
or Local authorization.
of Determination
'This project may require a Section 4 /4 Permit or a CANA Permit for the proposed activity. Inquiries should be directed to the DWQ Central
Office at (919) 7334786, Washingto ee at [phone], Raleigh Office at [phone], Wilmington Office at (910) 3954900, Winston Salem
Office at ((336) 7714630, Ashevitt ice at [phone], Fayetteville Office at [phone], or Mooresville Office at [phone].
I VER
^'Cb
e
10
ton
—fir •• •
R0ATAN'-Ito :, �28.
t1 �� IVJll"
1111
33
xae
-30
North mel! t 31T
OF Water
All "1
ate 204-
by
Copyright (C) 1997, Maptech, Inc.
2 00 �} - c)l

US HWY 70 & TO NEW
SR 1116 (THURMAN ROAD)
(END FM) =<:
0
°?' .. ?""
.. 1
US FORESTRY SERVICE
RANGER STATION
US 70
ApplicanUOwner
Ellis Development Company
Edward Ellis, President
7001 Jeffrey Drive
Raleigh, NC 27603
??"`tllllll,j COVER
`'??pOR`??'=
?
•
,?' WETLAND AND BLUE LINE STREAM CROSSING PLANS
SEAL . a = for
~ 7? C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION

CA NATIONWIDE PERMIT 12
"
"'
rfri fr,* j 9
*,>>ti??
6 3
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
t
!
'l?tlltl!!1 ,
CA Thomas Engineering, P.A.
O
S
. p rt,9,,,9 r Civil Engineering. Land Development *Project Management

_ _ AL ~
1014 P. O. Box 1309, New Bern, NC 28563
h
www.T
omasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
'Lil "
'
SCALE: 1
:5000 DATE: 2.22.08
,
TB
G
S.
.
1!l111?? PROJECT#: 2004-018 SHEET: 1 of 21

WETLAND IMPACTS
IMPACT 1 - Latitude = 34° 59' 57" N
Longitude = 76' 59'08" W
Area= 839 SF (0.019 AC)
IMPACT 2 - Latitude = 34° 58'40" N
Longitude = 76° 58'32" W
Area = 1,874 SF (0.043 AC)
IMPACT 3 - Latitude = 34° 5836" N
Longitude = 76' 58'30" W
Area = 89 SF (0.002 AC)
IMPACT 4 - Latitude = 34° 58' 23" N
Longitude = 76° 58'22" W
Area = 73 SF (0.002 AC)
IMPACT 5 - Latitude = 34° 58' 17" N
Longitude = 76' 58' 17" W
Area =167 SF (0.004 AC)
IMPACT 6 - Latitude = 340 58' 14" N
Longitude= 76° 58'12" W <- SAME SITE>
Area = 605 SF (0.015 AC)
IMPACT 7 - Latitude = 34° 58'02" N
Longitude = 76° 57'53" W
Area = 95 SF (0.002 AC)
IMPACT 8 - Latitude = 34° 57'57" N
Longitude = 76' 57'32" W
Area = 1,240 SF (0.028 AC)
TOTAL = 0.113 AC
`LtitttIlIllllll7
?` .?1GIN?`'r
"?``?Ogp 1Q7'''? fry.
H _ SEAL
C 4388
9 8 3 * `titi,?
t<<IIIIIIII Sltt`
,,,,tllil III<<f
Rollo,
ptit
9
??IQ ''+te`icnuu4`? ??S`
?Y 1°ti
fl,rN7l7 I? s'a `1
STREAM IMPACTS
IMPACT I - Latitude = 340 58,141, N
Longitude = 76' 58' 12" W
Length = 20 LF of Stream
Buffer Zone 1 =1,200 SF
Buffer Zone 2 = 800 SF
TOTAL = 20 LF (2,000 SF)
IMPACT INDEX
WETLAND AND BLUE LINE STREAM CROSSING PLANS
for
TAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
# 6,7 CRAVEN COUNTY NORTH CAROLINA
Thomas Engineering, P.A.
Civil Engineering.Land Development *Project Management
P. O. Box 1309, New Bern, NC 28563
www.ThomasEngineerilgPA.com
Off: 2516372727 Fax: [phone]
SCALE: 1":50W DATE: 2.22.08
PROJECT #: 2004-018
SHEET: 2 of 21
\ 12" PIPE
Y ?

LEGEND `
1Y 11: M I (WI
4''.A' E 4HENI
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/W LINE - - - - -
GRAPHIC SCALE
20 15 10 5 0 20

``1ttLIlllllfff,,Il WETLAND IMPACT I PLAN
¢p aR?t
o c,°
,
WETLAND AND BLUE LINE STREAM CROSSING PLANS
SEAL for
z C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
ell CA
% NATIONWIDE PERMIT 12
'I %
19 B 3 TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA

cffo.. Thomas Engineering
P.A.
? ,
` oq
,?}t11 S,IO
'
Civil Engineering.Land Development *Project Management
9-
_- AL
P. O. Box 1309, New Bem, NC 28563
1014 www.ThomasEnginceringPA.com

fo Off. 252.637.2727 Far: 252.636.2448
' -- -
"
?,?rfy \ ,??0 lti
% SCALE: 1
:20 DATE: 2.22.08
`'f f r r I III"N
PROJECT #: 2004-018
SHEET: 3 of 21

WETLAND IMPACT PROFILE
0000 26.0' r>>tc?!???,1>.!.n,!>or-?!<??
'
' 26.0' o°Oo
LXC AVAI iON PkIPAC
I
S
J 24.0' 27" PIPE -- - -- 24.0' J
r
v
22
0'
-----
EXISTING GR01

' r?
V
. _?_ - 22.0
20
0' '
ZZ . 20.0
O
18.0' 18.0'

16
0'
. INIMUM 36" COVER FROM
w PROPOSED 8" SEWER FORCE MAIN , ? GROUND TO TOP
EXISTING w
14
0' ! F PROPOSED FORCE MAIN
w . w
50 00 F N N ?o O F- 60 M
N N
N N N N ?
N N N N (V
N N N

w w w w w w w w w w w
165+00 166+00 167+00 168+00
STATION
HOR. SCALE = I ": 60'
VERT. SCALE = 1 1F.-61
,•?ll`l"""`fl?•? WETLAND IMPACT 1 PROFILE
WETLAND AND BLUE LINE STREAM CROSSING PLANS
E. - SEAL = for
C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
CNATIONWIDE PERMIT 12
9 S TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
`lrl'llllt lllll,
`'llll11l llrl, Thomas Engineering, P.A.
1
RO > jlrJ
q9'.y Civil Engineering.Land Development .Project Management
AL P. O. Box 1309, New Bem, NC 28563
1 14 www.ThomasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
SCALE: AS NOTED DATE: 2.22.08
`l tri ,t ltlll PROJECT 4: 2004-018 SHEET: 4 of 21

LEGEND
i?Yl {fE ?I U('¢
PAVEMENT
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/WLINE -----
GRAPHIC SCALE
30 15 0 30
/
i

/
/
i
i
i
/
/
i
lo,
/
/
i
i
/
/
/
I S" P[PE / / /
/
/

,••?``l"11`r,,,,?, WETLAND IMPACT 2 PLAN
?? tttttttt,? f,?Yy rrf
WETLAND AND BLUE LINE STREAM CROSSING PLANS
E'?? SEAL a for
o C-438^ ' ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
'r CAgp?~'
?;` NATIONWIDE PERMIT 12
r
,
r ,tlttl...,
$ `3 *?i:, '
r'Itj? I
9
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
r
1
'r,11 itW
`,,11111 1rrl1r, Thomas Engineering
P
A

.` C R r,
?
ti
r ,
.
.
1?t?,tows It
o4 Civil Engineering.Land Development&Project Management
_ AL P. O. Box 1309, New Bem, NC 28563
101 www.ThomasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
SCALE: V:30' DATE: 2.22.08
r rr rllttt'' PROJECT#: 2004-018 SHEET: 5 of 21

WETLAND IMPACT PROFILE
26.0'
00
00
24.0'
22.0'
20.0'
O 18.0'
16.0'
W 14.0'
w 12.0'
MINIMUM 36" COVER FROM
EXISTING GROUND TO TOP
OF PROPOSED FORCE MAIN

PROPOSE DTEMPOR.ARY
EXCAVATION IMPACTS
EX
ISTING GROUND

OSED 8" SEWER FORCE MAIN

l? Q? O? C O N
^-----N N N N
.. .. .. .. .. .. ..
W W W W W W W
__ I I I
26.0'
00
24.0' 00
22.0' r?
20.0' Z
18.0' Q
16.0'
14.0' W
12.0' W
251+00
STATION
HOR. SCALE = 1 60'
VERT. SCALE = 1 ": 6'
1111t11Ifffff WETLAND IMPACT 2 PROFILE
074
WETLAND AND BLUE LINE STREAM CROSSING PLANS
H -' SEAL 9 for
- C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
j 9 8 TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
f`jffftlll 111`1
1`1111111 Ifff f Thomas Engineering, P.A.
C no j,
`t~O4'-1tt tit?I r?rrr`' ? I
QCivil Engineering.Land Development *Project Management
s AL P. O. Box 1309, New Bem, NC 28563
1014 www.ThomasEngineeringPA.com
Off. 252.637.2727 Fax: [phone]
f vrlNttpt Q''ti
SCALE: AS NOTED DATE: 2.22.08
11
`I f ?xt I l Ill`` PROJECT #: 2004-018 SHEET: 6 of 21

LEG D
WETLANDS
LIMITS OF TEMPORARY EX VATION
CENTER LINE OF DITC
R/WLINE -----
20 15 10 5 0

??l Irl WETLAND IMPACT 3 PLAN
0 R;
c V ?, Y d WETLAND AND BLUE LINE STREAM CROSSING PLANS
F' .... SEAL . ? ?
R. for
C-438 Q ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION

y
`, NATIONWIDE PERMIT 12
777171 t1t1.0 t1
f r`,r?? l
g
8 TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
1
l
,?L/I11II ,,,
c Thomas Engineering
P.A.
Rol ,
;° SG 0", : Civil Engineering* Land Development.Project Management
f
EAL P. 0. Box 1309, New Bem, NC 28563
101
o
1 vww.ThomasEngineeringPA.com
` Off: 252.637.2727 Fax: [phone]
I N
,,,. Q.
O G
tt
t
,
p
t. SCALE: 1 ":20' DATE: 2.22.08
? f!r Ti
?
e I I I Its` PROJECT #: 2004-018 SHEET: 7 of 21
r
WETLAND IMPACT PROFILE
?. 26.0'
00
00 24.0'
rr?? 22.0'
?.J
20.0'
z
O 18.0'
16.0'
W 14.0'
W 12.0'
MINIMUM 36" COVER FROM
EXISTING GROUND TO TOP
OF PROPOSED FORCE MAIN
FXISTING GROUND

PROPOSED 8" SEWER FORCE MA IN PROPOSED TEMPORARY
EXCAVATION IMPACTS

I i
O?.
N
N
..
W M
M
N
..
W Q?.
N
N
..
W 00
N
N
..
W
cV
N
..
W
__ M
M
N
..
W
i (V
M
N
..
W
I (V 00
M !1' N
N N N
.. .. ..
W W W
I I I 00
N
N
..
W
I
255+00
256+00
STATION
HOR. SCALE = 1 ".•60'
VERT. SCALE = 1 ".•6'
26.0'
00
24.0' 00
22.0
20.0'
z
18.0' O
16.0'
14.0' W
12.0' W
l
WETLAND IMPACT 3 PROFILE
r?
WETLAND AND BLUE LINE STREAM CROSSING PLANS
Ei - SEAL . 9 for
o C-438 = ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
CA y°? NATIONWIDE PERMIT 12
8 3 *
ff'rif?r 1119` TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
i
,,,S?if1
f rtlr.l
C
Thomas Engineering
P.A.
RIO
,
? ?r
?
p
?j9 9 Civil Engineering.Land Development.Project Management
'Q
AL P. O. Box 1309, New Bem, NC 28563
= 014 Au)

`
www.ThoniasEnginecringPA.com
f O ,•,'' I N; ????•
`"""`
??`? Off: 252.637.2727 Fax: [phone]
? SCALE: AS NOTED DATE: 2.22.08
''rl t t c i t'`? PROJECT #: 2004-018 SHEET: 8 of 21
15" PIPE STS s? \
/ r\
T ,F.CtFND
PROPOSED FOR,"'--
I
X31.01 SI0III
PAVEMENT
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/VV LINE - - - - -
GRAPHIC SCALE
20 15 10 5 0 20

G° 9
\
t1111TI1f((fr` WETLAND IMPACT 4 PLAN

WETLAND AND BLUE LINE STREAM CROSSING PLANS
H = SEAL _ for
C-438 ^ ' ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
9
8 3
*,???~l TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
1
1
C Thomas Engineering
P.A.
A 0 f ,
0" Civil Engineering *Land Development. Project Management
EAL P. O. Box 1309, New Bem, NC 28563
014 www.ThomasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
f'
O
N "
'
.
r$+?, SCALE: 1
.20 DATE: 2.22.08
?''f t I t 111'1 PROJECT #: 2004-018 SHEET: 9 of 21
WETLAND IMPACT PROFILE
11-11
00
00 26.0'
24.0'
C7
Z 22.0'
Z 20.0-
18.0'
W 16.0'
W 14.0'
MINI6" COVER FROM
EXGROUND TO TOP
EX
ISTING
GRO7
75
OF ED FORCE MAIN
I '
PROPOSED TEMPORARY PRO POSED 8" SEWER FORCE MAIN
EXCAVATION IMPACTS

?' N
N N N N
W W W W M
N
W N
N N
W W V1
N
W tPt
N
W to
N
W kl?
N
W
269+00
270+00
STATION
HOR. SCALE = 1 ": 60'
VERT. SCALE = 1 ": 6'
n
00
26.0' 00
24.0'
C7
22.0'
20.0' Z
18.0'
16.0' W
14.0' W
`,11,111IIIIJJJJJf
? " l
`` G I N WETLAND IMPACT 4 PROFILE
,
WETLAND AND BLUE LINE STREAM CROSSING PLANS
H SEAL 9 : for
C-438o ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
l
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
,,11IICI IJJ,. Thomas Engineering
P
A

ictt r
O
fr
,ti ,
.
.
,
?r??
f
?,
o`
Civil Engineering *Land Development.Project Management
EAL P. O. Box 1309, New Bem, NC 28563
014 www.ThamasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
o tttI N,,,,•?` ¢?
'fJ?'?r - -
SCALE: AS NOTED -- - ,_-
DATE: 2.22.08
?JJJ I (I t1111` PROJECT #: 2004-018 SHEET: 10 of 21

\
IS' PIPE
LEGEND `
Nv-
11,01 01 .e Ors
WETLANDS \
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/W LINE - - - - -
NIP" .
GRAPHIC SCALE \ / ?O
20 15 10 5 0 20 \ \,
WETLAND IMPACT 5 PLAN
ot??
??rrlr
+
r
WETLAND AND BLUE LINE STREAM CROSSING PLANS
H ' SEAL c y for
7? C-438 1
o
ti ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
r
CAgo?;'` ?c NATIONWIDE PERMIT 12
rrrrr, j
9
8 3
*??x??` TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
l
1
t
cAt ?.., Thomas Engineering
P.A.
0 rrr ,

4?p 9,
:r Civil Engineering.Land Development *Project Management
Y
_ L P. O. Box 1309, New Bem, NC 28563
014 /L www.ThomasEngineeringPA.com
r 4`
? Off: 252.637.2727 Fax: [phone]
fill
"`??
~?
"
'
p?• SCALE: 1
:20
DATE: 2.22.08

r?`I 11? ?` 1 PROJECT #: 2004-018 SHEET: I 1 of 21

WETLAND IMPACT PROFILE
i?

6
0'
0 rvui.uvwivlau ,,vvrr rtcvtvt ?.

1
EXISTING GRO
TO TOP
26
0' 00
ORC
'
O
O .
OF PROPOSED F
E MAIN
00
24.0' ?? I_? 11 szv(i t;R<<N 1)
24.0'

22.0' PROPOSED IEMPOR.ARY'
EXCAVATION I10PAC'1S -- 22.0'
Z 20.0' 20.0' Z
Q PROPOSED 8" SEWER FORCE MAIN 0
18.0' 18.0'

16.0' -- - 16.0'
W W
W 14.0' 14
0'
.
W

N N N N N N N
.. .. .. .. .. .. ..
W W W W W W W
277+00
STATION
HOR. SCALE = 1 ":60'
VERT. SCALE = 1 ": 6'
,•??'"""II"lf•. WETLAND IMPACT 5 PROFILE
ffr
?? ?1GIN?'?
j
WETLAND AND BLUE LINE STREAM CROSSING PLANS
F ? SEAL y for
o C-438^ ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
rjr 1 9 8 3 * .?``? TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
•tf
/t,
llrllttilit
',`ttI1tII ,,,?
? f Thomas Engineering
P
A

.
t,
atlt, ,
.
.
?,.,??'l
S
?
p
? Civil Engineering.Land Development *Project Management
AL P. O. Box 1304, New Bem, NC 28563
1014 www.ThomasEnginceringPA.com
Off: 252.637.2727 Fax: [phone]

f10 !ltt` `
ftl a Ntilllt
` SCALE: AS NOTED
i
DATE: 2.22.08
t IIIiII PROJECT #: 2004-018 SHEET: 12 of 21
18" PIPE
l5" PIPE /
T ,F.f F.ND
MILWVNEV PUKI_r. MAIN
It)t -Of Ili 0111
PAVEMENT
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
RAV LINE -----
GRAPHIC SCALE
20 15 10 5 0 20

,?SIIIIIIIIt/frl,
'
' WETLAND IMPACT 6 PLAN
lr
?•1GINE?
,?

WETLAND AND BLUE LINE STREAM CROSSING PLANS
R Z SEAL - 9 for
?6 C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
"• ??°?
`
CAR?y'` NATIONWIDE PERMIT 12
?.
?
rr +f+l,itlttt tip'
1 9
8 3
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
1
,1IIIIII7717
' Thomas Engineering
P.A.
,tg CAR
.•`
uutu ,
~ O ,`ta
r,. r
•?
,
SS
?,,
?
r,
I Civil Engineering .Land Developments Project Management

P. O. Box 1304, New Bem, NC 28563
014 www.ThomasEngineeringPA.com
C:?`
r Off: 252.637.2727 Fax: [phone]
;0,? ''?rZ 3 ttttt %
SCALE: 1":20'
DATE: 2.22.08
`I I I II I` PROJECT #: 2004-018 SHEET: 13 of 21

WETLAND IMPACT PROFILE
26.0'
00
00 24.0'
22.0'
11 20.0'
Z
Z
O 18.0'
16.0'
W 14.0'
W 12.0'
MINIMUM 36 COVER FROM
OF PROPOSED FORCE MAIN

EX ISTING GROUND f
§L "
4 15
PIPE
15" PIPE
PROPOSED TEMPORAk)
EXCAVATION INIPAC S
PROP OSED 8" SEWER FORCE MAIN

(V O O? n 60 ?n 60 'd' 60 ct
N
N CV
N -- -- -4 -:
N N N N N 06
N O
N
N
N
..

W ..

W .. .. .. ..

W W W W .. ..
V
W W ..

W ..

(?] ..

W
281+00
282+00
STATION
HOR. SCALE = 1 ". 60'
VERT. SCALE = 1 ":6'
26.0'
00
24.0' 00
22.0' ?
20.0-
z
18.0' O
16.0'
14.0' W
12.0' W
WETLAND IMPACT 6 PROFILE
?`' ?1GINE?'rrrr
o G w? WETLAND AND BLUE LINE STREAM CROSSING PLANS
E- = SEAL for
Z C-438 Z^ ' ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
?rrr i 9r8'3 TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA lll?
,,Zt1II rill!, Thomas Engineering, P.A.
?ti <1 n r
'SIy ARO.L rr'r
AA Civil Engineering. Land Development. Project Management
SEAL P. O. Box 1309, New Beni, NC 28563
1014 www.ThomasEngineeringPA.com
d G ``? ?~ Off. 252.637.2727 Fax: [phone]
? `? SCALE: AS NOTED DATE: 2.22.08
r,rr Sri
t r r r I t?` PROJECT #: 2004-018 SHEET: 14 of 21

\
\

r .F.r`F.Nn /? 24"PIPE
PROPOSED FORCE M
PAN E,NIF €
WETLANDS 24
LIMITS OF TEMPORARI' EXCAVATION
CENTER LINE OF DITCH
R/WLINE -----
GRAPHIC SCALE
20 15 10 5 0 20
,till I`I"`r WETLAND IMPACT 7 PLAN
-010
-``44PC??'?? WETLAND AND BLUE LINE STREAM CROSSING PLANS
E-+ : SEAL = 'v for
C-438 IROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
?,, ??''?•, CAgo1;?° mac' NATIONWIDE PERMIT 12
?l +It t1111>> ??'
*1 9 811,3 4' TOWNSHIP ? 6,7 CRAVEN COUNTY NORTH CAROLINA
,',illlIllllrlff Thomas Engineering, P.A.
ISISI o'!"'\"k r?
Civil Engineering *Land Development.Project Management
SEAL = P. O. Box 1309, New Bem, NC 28563
lot " r www.ThomasEnginceringPA.com
4 Of: 252.637.2727 Fax: [phone]
,'lam N`"t`,?? SCALE: 1":20' DATE: 2.22.08
l'?. G T?a,?titi
III 1111` PROJECT #: 2004-018 SHEET: 15 of 21

WETLAND IMPACT PROFILE
30.0' 30.0'
00 28,0' MINIMUM 36" COVER FROM 28.0'
OON
00
EXISTING GROUND TO TOP
OF PRO
POSED FORCE MAIN
26.0' ?LXISTING GROUND 26.0' ?
' ? r
7
c 24.0 ? - PROPOSED TEMPOR 1Rl'
EXCAVATION
IMPAC l S 24.0'
?ZS
Z 22.0' - - 22.0' z
0
0
2o.a' 20
.0'
"
l s.a' PROPOSED 8
SEWER FORCE MAIN -- 18.0'
w f w
W 16.0' - 16
0'
. W
14.0' 14.0'
60 M [? N M M
? ? ct N
N N N N try [n [A
N N N
W W W W W W W
302+00
303+00
STATION
HOR. SCALE = 1 ":60'
VERT. SCALE =1 ":6'
`',,?IIIIIIIttl/,,I
??? ?1GINE? 'f, WETLAND IMPACT 7 PROFILE
.
?
WETLAND AND BLUE LINE STREAM CROSSING PLANS
r~ . SEAL v for
o C-438 =
` ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
'.
?~? NATIONWIDE PERMIT 12
,
, CA
rill ,,ltll
*,``1ti?
8 3
f?lflf 1
9
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
1
1
1
,,??IitIII III,
? f Thomas Engineering
P
A

1
1
\lll(I17
'C.f fr ,
.
.
`
r`
0 lilt
!
Civil Engineering&Land Development.Project Management
cq 9:
EAL
P. O. Box 1309, New Bem, NC 28563
1014
` www.ThomasEngineeringPA.com
GJ :
T ?
C-A I 7
?
I
l 1 Off: 252.637.2727 Fax: [phone]
1
\
0 !ll,lt t[ttllllll
f +f?` LE
SC

rf fi
??p tit A
: AS NOTED DATE: 2.22.08
t
'' ?! I I II1?? PROJECT #: 2004-018 SHEET: 16 of 21

F41
rKVPUJC.U tUKUL MAIN
f1?S 01 Ni 4Wt
PAVEMENT
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/WLINE -----
GRAPHIC SCALE
20 15 10 5 0 20

,•?``"11Iltfrf?rr WETLAND IMPACT 8 PLAN
?titi? ?GI N ' ? rrrl

WETLAND AND BLUE LINE STREAM CROSSING PLANS
Ex. c SEAL v for
o C-438' ' ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
Rpy° NATIONWIDE PERMIT 12
CA
ft ttltiiltitt `?'
rrrrr * j 9 8 13 * "
,
rr
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
jlfZ111 11 ,%
,,,t11111,,,J.
`` Thomas Engineering
P.A.
fig ARo?'rr
.?
4' ,
?
0
x,,
Civil Engineering. Land Development *Project Management
\ =` SEAL A P. O. Box 1309, New Bern, NC 28563
_
101 ,;
? ?. ??? www.ThomasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
`'??+ %%
S?
r SCALE: 1":20' DATE: 2.22.08
rrr •?
`?,
(•I I I t t?`
PROJECT #: 2004-018 _
SHEET: 17 of 21

WETLAND IMPACT PROFILE
32.0'
,-. 30.0'
00
00
Q 28.0'
> 26.0'
24.0'
z
0 22.0'
20.0'
18.0'
W 16.0'
14.0'
I_XiS1lNG GROUND

PROPOSED TEMPORARY
EXCAVATION IMPACTS

PROPOSED 8" SEWER FORC E MAIN

N M
QZ O? O?
N N N
W W W (V t?
00 c}'
N N
W W C
O?
N
W O?
O?
N
W
32.0'
30.0'
00
28.0'
26.0'
24.0' G
22.0' o
h
20.0'
18.0' W
16.0' W
14.0'
322+00
STATION
HOR. SCALE = 1 60'
VERT. SCALE = 1 ": 6'
TTITIIIIIIIII
•?''?1GIN1?''jrf WETLAND IMPACT 8 PROFILE

WETLAND AND BLUE LINE STREAM CROSSING PLANS
SEAL for
;z C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
rr
CA
NATIONWIDE PERMIT 12
r «<
* 1 g ,8
...
/
T, TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
IIIIIIIIITITT
`,,TTIIII 111/.
r
R
% Thomas Engineering
P.A.
ol
f
?
. ? ,

Civil Engineering.Land Development *Project Management
'Q EA
1014 P. O. Box 1309, New Bern., NC 28563
www.ThomasEngineeringPA.com
GJ Off: 252.637.2727 Fax: [phone]

f?
? Ly0 1?'? SCALE: AS NOTED DATE: 2.22.08
fl!
' I?ISTT1? PROJECT #: 2004-018 j SHEET: 18 of 21
f

LEGEND
tart art :t??_: \
E'.-\9 F.NIEN'9
WETLANDS
LIMITS OF TEMPORARY EXCAVATION
CENTER LINE OF DITCH
R/W LINE - - - - -
GRAPHIC SCALE
1
20 15 10 5 0 20
t`IIIIIIIII11j??!
onq
SEAL 9
C-438
rrrrjl 1 918
`,,`11tIIItltrlt
1 CA r
1
QL ?rrr
ttttnutu
L
01 T? =
,rrO`1 htrtitttt ttttt O?Q'`?
rlrl f II I IT i`1',1
i
BLUE LINE STREAM IMPACT 1 PLAN

WETLAND AND BLUE LINE STREAM CROSSING PLANS
for
TAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
NATIONWIDE PERMIT 12
# 6,7
CRAVEN COUNTY
NORTH CAROLINA I
Thomas Engineering, P.A.
Civil Engineering. Land Development *Project Management
P. O. Box 1309, New Bem, NC 28563
www.ThomasEngineeringPA.com
Off: 252.6371727 Fax: [phone]
SCALE: 1 ":20' DATE: 2.22.08
PROJECT #: 2004-018 SHEET: 19 of 21

WETLAND IMPACT PROFILE
1-1 26.0'
00
00 24.0'
22.0'
20.0'
O 18.0'
16.0'
W 14.0'
W 12.0'
MINIMUM 36" COVER FROM
OF PROPOSED FORCE MAIN
<

E. I TIN GROUND ? s

PROPOSED 8" SEWER FO RCE MAIN
' ` . i

N C C? [? 0p ?O 00 O? iY 00 ?
N N -- .. - .?
06
N
N N N N N N N N N

W W W W W W W W W W W
281+00
282+00
STATION
HOR. SCALE = 1 ".-60'
VERT. SCALE =1 ".•6'
26.0'
00
24.0' 00
22.0' r?
20.0'
18.0' O
16.0'
14.0' W
12.0' W
•?
?
?
"+"T"*7"
"
l?•
I
` BLUE LINE STREAM IMPACT 1 PROFILE
?
T
_
_
t
?i lVt7 11Y? /r•?
llrt
.tip`
"
r[
`
YYY
Or r
C,??
r?
+?,
,,,
f a
?
ri
O
o S-6
WETLAND AND BLUE LINE STREAM CROSSING PLANS
E?. SEAL for
C-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
'
?
%
NATIONWIDE PERMIT 12
rrrrunt?``
Sri
frfl,, ?
*,1titi??
j 9
8

TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
t T
1
?01111I
n,11,
1 Thomas Engineering
P.A
A
J
?iS jL ? ,
.
Civil Engineering. Land Development *Project Management
_ AL
101 7)1 y P. O. Box 1309, New Bern, NC 28563
\r www.ThomasEngineeringPA.com
Off: 252.637.2727 Fax: [phone]
SCALE
AS NOTED DAT
G I : E: 2.22.08
ct1111111`'` PROJECT #: 2004-018 SHEET: 20 of 21
D RENC

TKNCH TR NCH
TRENC
E ROADWAY SURFACE

E7ALL?
NON-LIETALUC EPIPE WS7140 LATION
SELECT MATERIAL
COMPACTED W 6' LIFTS
(I STORM OR
24' MAX ? u II UTILITY PIPE
I MrN I I-I
-I III- SELECT VATERUL
COMPACTED IN 3' LNTS I-
-TI-..... I I.-. I' IICI
-
I- il:16 FI
f I
-11 I-III-III- 11-Iii-I 1 I-I I 1=_ -
1?' 24" MINIMUM
-lll?lk SEWER MAIN
I I- ALSO - INSTALL #12 GAUGE
UNDISTURBED EARTH COPPER WRRE TO SEWER MAIN.
BE ED UP
STANDARD EXCAVATION EACHSSTEWER MAINLVALVE BOXIFOR
rqp
BELL:HOLES NOT SHOWN PROPERLY LOCATING SEWER MAIN.
DETAIL S3 - SEWER MAIN CROSSING
DETAIL S1- TYPICAL TRENCHING UNDER STORM DRAIN
C/L
60'-0" RIGHT OF WAY
30'-0" 30-0"
GRADE ELEVATION C/L DITCH 6• 20'-0" PAVEMENT
6'

r SHOULDER 10' 10' SHOULDER
4 A•,1
36' L@T. COVER
B' SEWER S 36' MIN. COVER
'
5
TO EP.
8" SEWER S5' TO R/W
SEWER MAI DEFLECTIONS AS
ALL W D BY
TYPICAL FUTURE LOCATION
MANUFACTURER
36" MINIMUM
TYPICAL LOCATION
DETAIL S2 - SEWER MAIN CROSSING UNDER DITCH DETAIL S4 - TYPICAL SEWER LOCATIONS

ttt,""""?If DETAILS

WETLAND AND BLUE LINE STREAM CROSSING PLANS
Ems, = SEAL y for
-438 ROATAN STATION PUMP STATION AND FORCE MAIN CONSTRUCTION
?
??`'
``
?'•?` NATIONWIDE PERMIT 12
,r
`
,,., CA
JJ tltl llltll ??
*
?`,?
8 3
19
TOWNSHIP # 6,7 CRAVEN COUNTY NORTH CAROLINA
t1
t
E
llllrl
C Thomas Engineering
P.A.
A
j
`tv, OL 'J
liltt7
4
f ,
`,,lllli
? O
,,t?`' .r?
J
S I? 9
Civil Engineering*Land Development.Project Management
4
EAL P. O. Box 1309, New Bem, NC 28563
101 - www.ThomasEngineeringPA.com
OM 252.637.2727 Fax: [phone]
JJfo `,+tTI tll?%~? SCALE: N.T.S. DATE: 2.22.08

ttt
ttrt' PROJECT #: 2004-018 SHEET: 21 of 21
UNITED STATES new ouu. ...._
DEPARTMENT OF AGRICULTURE NORDi CAIM,tNA ITMENT OF THE INTERIOR DEPARTMENT OF AGRICULTURE NORTH CAROONA
rr?
FOREST SERVICE 7.5.MP1UlE SERIFS . I)OPOGIEO SURVEY SERVICE i.5-MINUTE SERIES
.._: ail ot'.to' _s_ ?. a,y - _._ - --. a19-- -{---I -_-_. ? T --1• .- _-_
{I 1
N ,
1
r ro
w
tl -(7
1
-lv? ° f ro ? ? 1
o- : x?? `'•1 ?..N. 7 17
- ' c
E -
y F t
> ? k.. n-yy?,yi i F y f/ / f f ?, t\ ?4 .•1.11.
s
wt t 1, t / ,I
.N r ....:'• 9 / r : 1.
•
,
%
?i N .cam \ ?a a'
0 4 t ?l? ?r.
4 tT
t a P
! - s- ? •
a ,
E :.
-_ _
_-
i

' Onos •" 1.'
SCALE T26000 Niuwwss Aw N
ri ` r 4.-?Fi 42'' _ m --- ..?H..-..T?-
c.uw.
va
?
" awN e
Uv[OU eNlllrv.l5 Elm
x.mNU - wrtNM sn
vm«un mine Mn .wn
I ? I y?

J ww, rx.el. ?°w°i°°""^""P°°
„ .x..iw..
•• '

? ?. ? N

., .
.r.wrN
?,waNOS=
.c
rovwa w+n
?
J'""" .
NM wnN..
NEW RF7iN N ,
..
?
rl '"-
S •? `?
?.
:a
eocxno _.
. .
I y

0 SCALE 1:68571

1 2 MILES
L,

0 1000 2000 3000 4000

0 1 2 3 4

Copyright (C) 2005, Maptech, Inc.

.>o? MT 3
4- ?- __- R O A
T A
x

11Y??
4

"?
\1
^\? I ?
?
.
Magnetic Declination .wi
IA
I
€1
SCALE 1 24 OOQ ?
Ff
4 -,-
wt - -....... -.
d
?
I '• a.w,...\..ww,. o...,
comalrart•vi.
? ,N.nww...wNmm+.v.r w ,
m
l

I
?J
•? .. Will,
M `^ J N
l55 ns ?S."?-: ni. i - vl •r,ww....+>.-? to a
,4. ww...
..oN.N
-i --? w.... w..w ..«. ....+-.«..w.. ..

La
Thurman
Gr
Ra
vG g
GoA

Gr }

Ra Le
i.=
1
ExA fi'
70
Gr .; .w x
Gr
La
F, -1o
Me
_ MQ
\ /. Le SuD

d 'N
G IKBM
ExA
r
a
kP? ?

r. ?o

MM
ExA Le r
G

GoA Ra ({
CrB? M
CrB
La Le

oP La

Pa

GoA
Ly
GoA