20190113 Ver 1_401 Application_20190123

� �LMG
LAND MANAGEMENT GROUP
a DAMEA company
January 18, 2019
T0: Mr. Chad Coburn
NC Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405 2 0 1 90 1 13
RE: Town of Leland Regional Pump Station & Sewer Line; Brunswick County, NC
401 WQC Application
Action ID# SAW -2018-02337 PAS®
Dear Chad:
Enclosed is a 401 Water Quality Certification application for your review. It is submitted on behalf
of the Town of Leland for the construction of approximately 12,350 LF of 16" sewer force main
along the southern US -17 Corridor in the Town of Leland and a pump station. Jackeys Creek and
its adjacent wetlands will be directionally bored to avoid this resource. However, one other
wetland pocket will be crossed via open cut methodology, which will temporarily impact 0.27
acre of wetlands. Note that NC DCM classifies Jackeys Creek at Public Trust Waters at this location
and the applicant has also applied for a CAMA GP for this crossing.
Enclosed are the PCN form, site maps, and site plan. Copies of the application and the application
fee have been submitted to your Raleigh office. Please let me know if you have any questions or
need additional information. Thank you for your assistance with this project.
Sincerely,
Kim Williams
Environmental Scientist
Encl.
cc: Mr. David Hollis, Town of Leland
Mr. Greg Wayne, Hanover Design Services
Mr. Paul Wojoski, NC DWR
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

o�nF W A TE9VG
O C
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes ❑ No
Jackeys Creek is Public Trust Waters.
Applicant has applied for CAMA GP.
2.
Project Information
2a.
Name of project:
Town of Leland Regional Pump Station & Sewer Line
2b.
2c.
County:
Nearest municipality / town:
Brunswick County
Leland
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
FN/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NC DOT Right -of -Way
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3e.
City, state, zip:
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner):
4a.
Applicant is:
❑ Agent ® Other, specify. Applicant will obtain encroachment agreement from
NC DOT
4b.
Name:
Mr. David Hollis
4c.
Business name
(if applicable):
Town of Leland
4d.
Street address:
102 Town Hall Drive
4e.
City, state, zip:
Leland, NC 28451
4f.
Telephone no.:
910-371-1249
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Kim Williams
5b.
Business name
(if applicable):
Land Management Group
5c.
Street address:
3805 Wrightsville Avenue, Suite 15
5d. City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
[phone]
5f.
Fax no.:
[phone]
5g.
Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
NC DOT ROW
1 b. Site coordinates (in decimal degrees):
Latitude: 34.203176 N Longitude: -78.044642 W
DD.DDDDDD-DD.DDDDDD
1 c. Property size:
11 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Jackeys Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C; SW
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project area consists of largely maintained and mowed NC DOT Right of Way that runs parallel to Highway 17.
3b. List the total estimated acreage of all existing wetlands on the property:
0.5 acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
40 LF
3d. Explain the purpose of the proposed project:
The purpose of this project is to provide sewer service to this growing portion of Leland.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project is part of an overall sewer expansion plan for the Town of Leland. This portion is for a proposed 1.7 MGD pump
station to be located between Hewett Burton and Kay Todd Roads, and approximately 12,350' of 16" force main along the
southern US-17 Corridor in the Town of Leland. The 16" force main will tie into a force main currently being constructed
along US-17 at a location approximately 150' WNW of the Progress Energy Powerline crossing. The sewer line will be
servicing portions of Brunswick Forest and other properties west of Sunny Point Railroad. The applicant will dig a trench
within the easement and install the force main. A 20' wide construction corridor will be used. Material removed from the trench
will be stockpiled in adjacent upland areas within the easement. Once the pipe is installed, the trench will then be returned to
pre-construction grades. The sewer line will be directionally bored under Jackeys Creek and its adjacent wetlands. In the
other wetland area, the line will be open cut. Organic material removed from the trench will be returned to the top 12" and the
area will be seeded. Standard construction equipment will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company.-
ompany:Name
Name(if known): Paul Farley
Other: LMG
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Gary Beecher of the USACE issued a JD on 12/27/18 (Action ID# SAW-2018-02337).
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ®T
Utility Line
Installation
Non -riparian
❑ Yes
® No
® Corps
® DWQ
0.27
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
0.27
2h. Comments:
3. Stream Impacts NIA
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
❑ PER
other)
❑ Corps
(feet)
feet)
S1 ❑ P [:IT
❑ INT
❑ DWQ
❑ PER
❑ Corps
S2 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts. N/A
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction: N/A
If pond or lake construction proposed, the complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded I Filled I Excavated Flooded I Filled I Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ): N/A
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number -
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
-required?
El Yes
131 ❑P❑T
❑ No
El Yes
B2 ❑P❑T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1a.
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The applicant has attempted to avoid and minimize impacts to jurisdictional areas as much as possible. The sewer line
will be directionally bored under Jackeys Creek and its adjacent wetlands to avoid impacts to this resource. The other
wetland impact will occur within a 20' construction corridor. This area will be restored to pre -construction grade. Most of
the corridor is currently a maintained NC DOT ROW.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be installed to prevent erosion into adjacent jurisdictional areas. The sewer line will be directionally bored
under Jackeys Creek and its adjacent wetlands.
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.
Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank: N/A
3a.
Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity:
3c.
Comments:
4.
Complete if Making a Payment to In -lieu Fee Program: N/A
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b.
Stream mitigation requested:
N/A
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
N/A square feet
4e.
Riparian wetland mitigation requested:
N/A acres
4f.
Non -riparian wetland mitigation requested:
N/A acres
4g.
Coastal (tidal) wetland mitigation requested:
N/A acres
4h. Comments:
5.
Complete if Using a Permittee Responsible Mitigation Plan: N/A
Ea.If
using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required. N/A
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments: N/A
Page 8 of 11

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
El Yes ❑ No
Comments:
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
Less than 5%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Project is below the minimum impervious threshold requirements.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review: N/A
3a.
In which local government's jurisdiction is this project?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review: NIA
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
EJ Yes El No
attached?
5.
DWQ 401 Unit Stormwater Review: NIA
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
El Yes EJ No
letter.)
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project is part of a sewer expansion plan for the Town of Leland. Sewer service could expand development into currently
undevelopable areas. However, any additional development will need to follow all required federal, state, and local
regulations to minimize wetland impacts and protect water quality.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Project will provide sewer service to the community and will tie into municipal system.
Page 10 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC Natural Heritage Program GIS layer was used to determine the presence of federally listed species. The
American alligator is known to occur within a one -mile radius of the site, likely within Jackeys Creek. This creek will be
directionally bored, so no impacts to this waterway will occur from this project. The majority of the project area is a
maintained ROW. A very small amount of forested area exists on the southeastern edge of the corridor. No blasting or
other percussive activities will occur as a result of the sewer line installation. No impacts to federally -listed species are
anticipated to occur from this project.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑Yes ❑ No Unknown
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Fisheries Essential Fish Habitat Mapper GIS program is temporarily down because of the government
shutdown. Jackeys Creek may be EFH, but it will be avoided in this project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC State Historic Preservation Office HPOWEB GIS mapping resource was used to determine the presence of
cultural or historic resources. No cultural or historical resources were noted within or adjacent to the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? The NC Floodplain Mapping Information System
website was used to determine the boundaries of the 100 -year floodplain.
Kim Williams^
,rrr
01/18/2019
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

At*�LMG
LAND MANAGEMENT GROUP ixc.
Environmental Consultants
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group, Inc. to act as our agent in the
determination ofjurisdictional wetland boundaries on the subject property, P. station Hwy 17 . By way
of this form, I/we additionally authorize access to the site by representatives of the US Army Corps of
Engineers and/or the NC Division of Coastal Management for the purpose of reviewing the flagged
wetland boundary and providing a final jurisdictional determination. Any questions regarding the
jurisdictional wetland determination should be directed to Land Management Group, Inc.
Please nrovidc the following information:
East side of Hwy 17 between Kay Todd Road and West Gate Drive
Property Address and Parcel 1D Number:
Current Property Owner Name: Town of Leland (applicant)
Owner Address, Phone Number, & Email Address: 102 Town Hall Drive Leland NC 28403
Notice: This authorization, for liability & professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by Land Management Group, Inc.
staff. You should call LMG to arrange a site meeting prior to visiting the site.
Print Owner's Name
Owners Signature
�}163 he
Date
��«'�c.irn�rout�.net Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403

r' re not meant to be absolute.
Map Source: NC Open Street Map
Town of Leland
Regional Pump Station and Sewer Line
Brunswick County, NC
January 2019
LMG18.321
Sources: Esri, HERE, Del-orme, USGS, Intermap, INCREMENT P, NRCan, E->
METI, Esri China (Hong Kong), Esh Korea, Esri (Thailand), Mapmylndia, NGC
OpenStreetMap contributors, and the GIS User Community
SCALE 1" = 1 mile
L M G
LAND MANA( EMENTGROUN
Figure 1
a DAYlY� a)m nny
www.im�roug.nei
Vicinity Map
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]

Boundaries are approximate and are not meant to be absolute.
Map Source: USGS Brunswick County Topographic Mosaic
SCALE 1" = 2000'
Town of Leland Regional Pump Station and Sewer Line4LMG
GFigure 2
Brunswick County, NC a wArA#. con auy
January 2019 www.imerouo.nU Topographic Map
LMG18.321 3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]

Proposed sewer line
'Boundaries are approximate and are not meant to be absolute.
Mao Source: GIS Soils Data
Town of Leland
Regional Pump Station and Sewer Line
Brunswick County, NC
January 2019
LMG18.321
LMG
DAhAfff compan,
www.lmgroup.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
SCALE 1" = 1200'
Figure 3
Soils Map

y
'Boundaries are approximate and are not meant to be absolute.
Mao Source: 2016 NC Onemao
Town of Leland
Regional Pump Station and Sewer Line
Brunswick County, NC
January 2019
LMG18.321
��LMG
Dffif"- comps y
www.lmgroup.net
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
Figure 4.
2016 Aerial Photograph

TOWN OF LELAND
Regional Pump Station
Plans and Profiles
LOCATED IN THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE. JANUARY2018
SCALE. 1"--500'
OWNER / DEVELOPER:
Funston Land & Timber. LLC
1007 Evangeline Drive
Leland, NC
910-383-1425
Sewer Design Totals:
16" FORCE MAIN - 12,352 LF
NMI
Proposed Wetland Impact #1:
0.27 acre
I W
SO 3
Z Q
O
1 o w
PROPOSED a o
PUMP STATION W
I U
3
.. Z
PR
Ltlzit
EXISTINGSANITARY
SEWER 8 MANHOLE
EXISTING WATERLINE
E P = EXISTING IRON PIPE
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
IS - IRON SET
WN=WATER VALVE
W'M =WATER METER
FiH = FIRE HYDRANT
P/P=POWER POLE
C. P. = COMPUTED POINT
— EY1AN,V Gas L -
1—
E -1 ng
ireFRrcEnding Force Main
ExiA l4HreNre
P.000sed Vx'ererlire
I] PrRPRsed RPZAas
OExisting Gas VeM ,Valve
—Erlwt Fiber 11MA,
OR— CurbrG" (Mer
Sanitary Sewer ANN -1,
Srormmarer -".49) INDICATES SPOT ELEVATION
WATION
Proposed Public Trust Waters Crossing
(Directional Bore; No Impacts)
Applicant has applied for CAMA GP
DRAFT/PROGRESS DRAWING
PRELIMINARY PLAN NOT FOR CONSTRUCTION Figure 5 Overall Plan
NOTE WELL,
1 EQUIPMENT CLEARANCE MINIMUM 16 'ROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE. OSHA 1910.269)
2. ANY TREE. OR SHRUB CAN BE PLANTED WITHIN THE RIGHT -OF -WA
AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
W HEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLESACCESS WITHINTHE RIGHT-OF-WAY
NOTE WELL
Aur AREAS eNslrE W rNcur Azrlvlrr SHALL BE BrABwzen Wrwry
IS
RKINe DAYS DR 21 CALENDAR DAYS AND AS ABOVE ALL SPEs
NU BaaE STABILIZED WITHIN -1 CALENDAR DAYS Dr CEASE 0 -NO
STAEILIZPTIpN TInAE FRPMES
ACTIVITY
,IT' 11INT'INCSTATE—ANT— ..
NA -1 B pas peen Redmmee on sK No warranty
mean aTp9raee aaa amerRR aetl aRr raRR raa
Limcont ac,Rr. a oral seal pe lbe respons prey
NGTE WELL
C -..ROD PVC OR DIP rS TC BE
USED FOR ANY SEWERS WITH A
STANDARD NOTES.
1. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS
OFALL EXISTING UTILITIESATALL CROSSINGS PRIOR TO
COMMENCING TRENCH EXCAVATION. (FACTUAL CLEARANCES ARE LESS
THAN INDICATED ON PLAN. THE CONTRACTOR SHALL CONTACT THE
DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION
ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE
A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
O F THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUC TION.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL "AT LEAST
AS HOURS BEFORE COMMENCING CONSTRUCTION.
3. ALL TREES WHICHARE NOT REQUIRED TO BE CLEARED FOR
CONSTUCTION SHALL BE PRESERVED WHEREVER POSSIBLE UNLESS
OTHERWISE DIRECTED.
4. CONTRACTOR SHALL ADJUSTALL MANHOLES. VALVEAND CURB BOXES TO
THE FINAL GRADE UPON COMPLETION OFALL CONSTRUCTION. ANY BOXES
DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE
\ REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
` 5. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUSTAND EROSION
DURING CONSTRUCTIONATHIS EXPENSE. PARKINGAREAS SHALL BE
WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
6 NO GEOTECHNICAL TESTING HAS BEEN PERFORMED ON SITE NO
WARRANTY IS MODE FOR SUITABILITY OF SUBGRADE AND UNDERCUTAND
ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR
CONTRACTOR RESPONSIBLE FOR GEOTECHNICAL TESTING AS NECESSARY
T. E%TREME CARE SHALL BE TAKEN TO ENSURE MINIMUM SEPARATIONS AT
ALL UTILITY CROSSINGS.
6. CONTRACTOR TO ENSURE THAT STREET PAVEMENT IS PLACED SO AS TO DRAIN
POSITIVELY TO THE ROADWAY INLETS AND CATCH BASINS
9. CONTRACTOR IS RESPONSIBLE FOR OBTAININGALL REQUIRED PERMITS.
10 THIS PLAN IS FOR SITE UTILITIES. GRADING. ROADWORK AND DRAINAGE ONLY
11 AFFECTED NON -MUNICIPAL UTILITIES SHALL BE CONTACTEDAND PROVIDED
WITH PLANS AND OTHER PERTINENT INFORMATION. WHEN FEASIBLE. TO
COORDINATE APPROPRIATE SCHEDULING AND PLACEMENT AT THE MINIMUM
THIS SHOULD INCLUDE PNG, ATBTAND DUKE IPROGRFCS, ENERGY'
MORE GENERAL NOTES.
1. ALL CONSTRUCTION TO CONFORM TO TOM OF LELAND STANDARDS
APPLICABLE STATE 8 LOCAL CODES
2 CONTRACTOR TO COORDINATEANY REQUIRED TRAFFIC CONTROL WITH
THE STATEAND THE TOWN. CONTRACTOR RESPONSIBLE FORANY
ADDITIONAL REQUIRED PERMITS
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES ALL STORM WATER RUNOFF FROM
BUILTUPONAREAS"IMPERVIOUS SURFACES 8r ROOF DRAINAGE)
TO BE DIRECTED TO STORM SEWER COLLECTION SYSTEM ji.e. STORM INLETS
OR PONDS) BY SWALES. OVERLAND FLOW ADDITIONAL GRADING. OR
LANDSCAPING INLETS
4 CON TRACTOR IS RESPONSIBLE FOR COORDINATION OFANY RELOCATIONS.
RE -ALIGNMENTS. DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITHAPPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT INLETS, ANDANY OTHER STRUCTURES INCLUDING TREES.
STUMPSAND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHEFI DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS.
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAINS.
b. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN STORM SEWER AND
WATER MAINS.
A
. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSESABOVE WATER
MAIN. BOTH PIPES SHALL BE DUCTILE IRON PIPE FORA MINIMUM
OF 10EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 24" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FORA MINIMUM OF MOTHER SIDE OF CROSSING.
e. WHERE VERTICAL CLEARANCE IS LESS THAN 16' BETWEEN WATER
MAINAND STORM DRAIN WATER MAIN SHALL BE DUCTILE IRON
PIPE FORAMINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
S ALL STREETS ARE PROPOSED TO BE PUBLIC LBUILTTO TOWN OF LELAND
STANDARDS/ N C. 0.0. T PAVEMENTAND SUBGRADE STANDARDS)
9.ALL SANITARY SEWER MAINS TO BE 6' UNLESS OTHERWISE INDICATED
10. ALL WATER MAINS TO BE ID UNLESS OTHERWISE INDICATED.
11. TWO VALVES ARE REOUIREDAT"T' INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
12. A BLOWOFF VALVE IS REQUIRED AT THE TERMINUS OFALL "DEAD END"
WATER LINES.
13. INSTALLATION ANO CONNECTION OFALL UTILITY SERVICES. OUTSIDE UTILITY
EASEMENTS. SUCH AS SEWER. STORM AND WATER MUST BE INSPECTED BY THE
DEPTH GREATER THAN 12' (TVP, -A_. •r.
COVER SHEET
Town of Leland 0325-18
0 1000 2000 °�° ,
NOTE WELL. Regional Pump Station X1, .=1—.
1` ell sir woos su Races — ra areaRs LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY NORTH CAROLINA
i ace o Im s10 m sewer co o s em
adtlilsoo natls R
SCALE IN FEET 1
NA -1.1 by—I.
6aerlaM Pow. - 10 W'
OWNER. Taw 1IL111 AHG
rrr ' 1027Rwn Hall Onve
`; �.�N RO<i'i Leam. Nc 28451 Pnone. 91a3T1-D14a
8829
2X8829 P7
NOTE. DELINEATED 404 WETLANDS LINE , -j
SEAL =_
HAS BEEN APPROVED BY THE US _ 43166
ARMY CORPS OF ENGINEERS. SEE1 HANOVER DESIGN SERVICES, P.A.
ACTION ID: 2007-00530.
REV. NO REV S ONS DPTE :�G,9 -. �P;� (ANOSURVE ORS ENGINEERSfi LANG PLANNERS
REAPPLIED FOR ON 9-18-06 8
11-14-07 BY THE LAND MANAGEMENT
GROUP, INC. "a ^"�_-^ - - 14

-Ay—Ny—Ny-4y—Ny—py—b—py—Ny—py_My_yy_y_Ny_Ny_Ny__M/_y_y_y_y_W_ry_ry_Ntl_W_M_Mtl_W_rtl_MM_Ny_Nl_Mtl_My_A1tl_Mtl_W_Ml_,YM—MM—Nry_1MI—Mtl—MN_My_OM_M_y—Mtl—Mtl—MM—MM—M—MU—Mtl—MM—Ml-1'M—NII-0—Mtl—Mtl—NI—NM—MI—Ni—Mtl—MN—MY—NI—MI—NI—MM—Atl—W—MM—NM—Mtl—Mtl—atl-1'M—MM-0—Mtl— —NI -4
U.S. HWY. 17
VARIABLE WIDTH PUBLIC RNV
EOP e
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FUNSTON LAND 8 TIMBER. LLC /
DS 1833 PG 180 / NOTE WELL.
I /
I / LOCATION OF MULTIPLE UTILITIES JACKEVS CREEK LAND CO LLC
EXERCISE EXTREME CAUTION. De 24x4 PG975
/ CONTRACTOR TO FIELD VERIFY
/ DEPTH AND LOCATION OF ALL
I EXISTING UTILITIES IN THE AREA
I / PRIOR TO CONSTRUCTION
L---------------------- ICZ
Z /
IC /
U.S. HWY 17
IG
I m
5
xI_T N_ PaDE I �
MAINTAINg GIN
BEE NOTES GIN
n MAINTAIN COVER, SEE
FH
DOVER SHEET (NOTES ON COVER SHEET �
NO" ELL
MULTIPLE UST: LITE HOWN R0.PHI A
IN PFO. IB}I DEVIATIONS N_T DAS SH
MAI NTA 1 36"COVER ANC RE UIREDO -5E1
DB AN EBPT CRO851NG5 NREO (RED
SEEC VERISHEETN TES
i
i
I
NOTE WEIJL ITIS THE COQ TRACTOR'S
B GONF
ALL EXISTING UTILITIV LO ATIONS AND
WITHIN THE PROJECT AREA
Figure 6. Wetland Impact #1
NOTE WELL
r AREAS01.-SITE'NITHOUTACTINTI SHALL BE STABILIZED IITHII1
115w -R 116 —OR 21 CALENDAR DAYS ANDAS ABOVE ALL SLOPES STABILIZATION TIME FRAMES.
MUST BE STABILIZED OTHIIt;1 CALENDAR DA—F CEASE OFAIJt
—1-1
No 91.11 11.1 testing "' been pedormad on site. No wartartty
s matle for sullability of subgrade. and untlercut and any 1e9uiratl
replacement witM1 suitable material sM1all be the rasponsibilgy
alttieaanlma�r
,.ALF 1C905PR1 SDR.18 �..ATAIN CO{rER. SE—GEB ON C IYER SHEET t
w�
O O
1+00 1+5D
[P JPJSEC ENTERLINE
R 1,111.1' .TF'I.-:.A
PROFILE LEGEND
Proposed Wetland Impact #1:
0.27 acre
O
INLET
)NC. SWALE IP U.S. HWY. 17
GRATE 28.87 VARIABLE WIDTH PUBLIC RNV
INV. 26.15
�I1
0
WE v
D
N
yti
■—w�—w—�8--w—■•—w—www—www—w—w—www—www—www—w�--w—w� Till ---
PRELIMINARY PLAN NOT FOR CONSTRUCTION
5
I I
I
a
j I g
TI—
I �I
W� 4
— j 3
> 3
:, GRADE
_ EXISTING GRObE
C
- � MAINTAIN CCVER. SEEL
i6" CE MAIN FPVC C905 DR -18 16"FORCE MAIN PVC 0905 DR 'c
iBINGS WHEN REgUIRED.
OTES
i
'�8 V8 is io
1%
PLANS & PROFILES
am
NATIONWIDE �ERMIT TO BE APPLIED
03-25-18
STA 78+76 44 TO 84+71 75 +l-
I i I
II°. (oIm h ,m
I
I 1
Im -1W i�.
1=. Im. 1= 18 �8 18 i8
In In I li'fv' I
Iry IF {n
In Iry Iry In Iry Iry Iry
400 77}50 7800 78 50 79j00
79+50
BO}00 BOj50
81100 81 j50 82100 82+50 83++00 83150 84,00
"'NOTE WELL(
8829 P7
E 43166
1. EQUIPMENT CLEARANCE MINIMUM 16FROM
TRANSMISSION LINES TO BE MAINTAINED
,,, `
HANOVER DESIGN SERVICES, P.A.
GANG SURVEYORS. ENG VEERS 6 LANG PLANNERS
ATALLTIMES.(REFERENCE OSHA1910269)
14
STATION 71+50 THROUGH 87+50
2 ANY TREE, OR SHRUB CAN BE PLANTED WITHIN THE RIGHT -OF -WAV
AS LONG AS THE MATURE HEIGHT 1512 FEET OR LESS
MAIN
WHEN PLANTING TREES AND SHRUBS, PLEASE REMEMBER TO
FORCE
LEAVE SUFFICIENTSPACING TO ALLOW UTILITY MAINTENANCE
VEHICLESACCE SS WITHIN THE RIGHT -OF -WAV.
NOTE WELL
NOTE WELL
11 CONTRACTOR TO ENSURE THAT
1. All storm water I-, Eom baro upon areas
STREET PAVEMENT & CURBING IS
Il e Impervmus 11TIM a a 100111111101)1. oe
PLACED SC AS TO DRAIN POSITV ELI
dllncted tp the storm sewer collection system
TC CURB INLETS AND DRAINAGE
11 e. storm Inlets or polls) by swages. overland naw.
STRUCTURES
adtlillon.I grMI,,B or larMscaping Inlets
0 100 200
REV NO REVISIONS DATE
SCALE IN FEET 1"=100'
m.. ,.o.. .....,..e.,....,wc....�., E.,v............... ..e..., r.
iBINGS WHEN REgUIRED.
OTES
i
'�8 V8 is io
1%
PLANS & PROFILES
am
Town of Leland
03-25-18
VERT
Regional Pump Station
1'-=-E"°
LOCATED IN TOWN OF LELAND BRUNEWICKOOUNTY NORTHOAROLINA
mw�
C/+1104'
OWNER T FLeland
ec AHG
�O�_CFEss gory
102 Town Hall Drive
Leland. NC 28451 Phone [phone]
oI N
2 Qp (/��'
= SEAL =
8829 P7
E 43166
.N7
,,, `
HANOVER DESIGN SERVICES, P.A.
GANG SURVEYORS. ENG VEERS 6 LANG PLANNERS
14
agrady @ hdslm ­mHosi�ENSE4�ma
-

#A-1111—MN—
Normal High Water Line
PROGRESS ENERGY /
BRUNSWICK- /
WALLACE /
230 KV LINE
/
--------------------
/ —
/
L--- � /
NSA` / mo - 1—
.rE■w
APPRO%IMATE LOCATION OF
EXISTING 4" FORCE MAIN
CONTRACTOR TO FIELD VERIFY DEPTH
IN NDE LOCATION OF ALL EXISTING UTILITIES
3DUTI LITY EASMENT
7J°,
GNrOFF Y
U.S. HWY 17
E#ISTING GRADE
0
/
' APPROX ATE LOCATION OF
E%ISTI TWIN10'FORCE M,
C0NTR CTOR TO FIELD VE
/ NND Lb �ATTIION OF ALL 1
/ OTTIA,ND
r NOTE WELL'.
IIY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED V✓ITwIJ
51'VCRAII1C DAYSCA21CALEIIDAROAr IIDASA80VE AL -SLOPES
M U ET BE STABILIZED WITHI1421CALEt4DARDAYSOFCEASEOFAUY
A-TNITY
1111111E! EIA1111111
No geo h I ,I nos been perbrme N -r-,
s mad I ti l ty f subgrade. end ands requ,red
replace t b1e maters shallbeto po dIM
P
the eemmem,. '
I
STABILIZATION TIME FRAMES
SITE ARE' DESCRilTION
eYk�
/ — PROGRESSENERGY
BRUNSWICK-
JACKSONVILLE230 KV LINE
30' Public Trust Waters
j AEC
U.S. HWY. 17
IEP/ O I NOTE WELL,
UTILITIELOCATION OF MULTIPLE UTILITIES
EXERCISE EXTREME CAUTION.
CONTRACTOR TO FIELD VERIFY
AND LOCATI
I
j
DIRECTI N DRILL FORD MAIN FROM
MISTING UTILITIES IN THE AREA
(
STAI 21+D8 TO 124+11 +/.
NO E WELLI
y OPI N TRENCH METHOD
15
P ROPOSECED
y\ �NETLANDS�
NOTE WELL 1 I
TO E USED IN THE
—10
OF
: OPEN CUT UTII(JTY CROSSING
ROTABLUE LINE SCREAMS
WITHOUT Ael CORPS OF EN INEERS PERMIt
EXISTING 6ATEE FORCEATION MAIN
'O
CONTRACTOR TO FIELD VERIFY DEPTH
AND LOCATION OFALLE%ISTING UTILIT
IN THEAREA
/
IN THE AREA
—15
NOTE WE L R IS THE COI ACTOR'S
O
TIE IN
ORI
7
T
TO FIl
r NOTE WELL'.
IIY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED V✓ITwIJ
51'VCRAII1C DAYSCA21CALEIIDAROAr IIDASA80VE AL -SLOPES
M U ET BE STABILIZED WITHI1421CALEt4DARDAYSOFCEASEOFAUY
A-TNITY
1111111E! EIA1111111
No geo h I ,I nos been perbrme N -r-,
s mad I ti l ty f subgrade. end ands requ,red
replace t b1e maters shallbeto po dIM
P
the eemmem,. '
I
STABILIZATION TIME FRAMES
SITE ARE' DESCRilTION
eYk�
/ — PROGRESSENERGY
BRUNSWICK-
JACKSONVILLE230 KV LINE
30' Public Trust Waters
j AEC
U.S. HWY. 17
IEP/ O I NOTE WELL,
UTILITIELOCATION OF MULTIPLE UTILITIES
EXERCISE EXTREME CAUTION.
CONTRACTOR TO FIELD VERIFY
AND LOCATI
I
j
DIRECTI N DRILL FORD MAIN FROM
MISTING UTILITIES IN THE AREA
(
STAI 21+D8 TO 124+11 +/.
NO E WELLI
y OPI N TRENCH METHOD
15
P ROPOSECED
y\ �NETLANDS�
NOTE WELL 1 I
TO E USED IN THE
—10
APPROXIMATE LOCATION OF
: OPEN CUT UTII(JTY CROSSING
ROTABLUE LINE SCREAMS
WITHOUT Ael CORPS OF EN INEERS PERMIt
EXISTING 10" DRY FORCE WIN
CONTRACTOR TO FIELD VERIFY DEPTH
'O
__..
APPROX. L04ATION OF
EX TING 12"
WATERL NE
APPRO%. LOTION OF
XISTIN TR PIE
10"FORQEMAINS
m NS
o
MISTING21 " CONTRACTOR TO USE SUITA84E NO IMPACT
CAS NG }
_--e-.. _ .. ...
41ISTNCeASLNEE
ly ��E
RIFYD PTHANDLOCATION
NTRA TOR TO FIELDfj
O.- SEPARATION BETWEEN
FORCE MAIN AND
IN THE AREA
—15
NOTE WE L R IS THE COI ACTOR'S
O
f
50 12 HEC
I EXISTINGIGAS LINES.
i
O -5C
r NOTE WELL'.
IIY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED V✓ITwIJ
51'VCRAII1C DAYSCA21CALEIIDAROAr IIDASA80VE AL -SLOPES
M U ET BE STABILIZED WITHI1421CALEt4DARDAYSOFCEASEOFAUY
A-TNITY
1111111E! EIA1111111
No geo h I ,I nos been perbrme N -r-,
s mad I ti l ty f subgrade. end ands requ,red
replace t b1e maters shallbeto po dIM
P
the eemmem,. '
I
STABILIZATION TIME FRAMES
SITE ARE' DESCRilTION
eYk�
/ — PROGRESSENERGY
BRUNSWICK-
JACKSONVILLE230 KV LINE
30' Public Trust Waters
j AEC
U.S. HWY. 17
IEP/ O I NOTE WELL,
UTILITIELOCATION OF MULTIPLE UTILITIES
EXERCISE EXTREME CAUTION.
CONTRACTOR TO FIELD VERIFY
AND LOCATI
I
j
DIRECTI N DRILL FORD MAIN FROM
MISTING UTILITIES IN THE AREA
(
STAI 21+D8 TO 124+11 +/.
NO E WELLI
y OPI N TRENCH METHOD
_.
P ROPOSECED
vHip
- w
TO E USED IN THE
—10
APPROXIMATE LOCATION OF
I CFESSING OF GAS ONES
OLE NRANGE Kt EN
EXISTING 10" DRY FORCE WIN
CONTRACTOR TO FIELD VERIFY DEPTH
'
AND LOCATION OF ALL EXISTING UTILITIES
EXI TING GAS LINE &
PER SED FORCEAIN.
VOf}AK REPRESEN THE
IN THE AREA
—15
NOTE WE L R IS THE COI ACTOR'S
TO PRESENT DU ING
AL CONSTRUCTIO OF
- SEAL =
ALL EXISTING UTILITIY LO ATIONS AND DEPTHS
OCE MAIN WITHI
RIFY DEPTH
ON
WITHIN THE PROJECTARE♦A
EX ON RIGHT -OF- Y
I
—20
I
12400 12050 1214M
1211+5[) 12 1X1 123+50 12-1-50
r NOTE WELL'.
IIY AREAS ON-SITE WITHOUT ACTIVITY SHALL BE STABILIZED V✓ITwIJ
51'VCRAII1C DAYSCA21CALEIIDAROAr IIDASA80VE AL -SLOPES
M U ET BE STABILIZED WITHI1421CALEt4DARDAYSOFCEASEOFAUY
A-TNITY
1111111E! EIA1111111
No geo h I ,I nos been perbrme N -r-,
s mad I ti l ty f subgrade. end ands requ,red
replace t b1e maters shallbeto po dIM
P
the eemmem,. '
I
STABILIZATION TIME FRAMES
SITE ARE' DESCRilTION
eYk�
/ — PROGRESSENERGY
BRUNSWICK-
JACKSONVILLE230 KV LINE
30' Public Trust Waters
j AEC
U.S. HWY. 17
IEP/ O I NOTE WELL,
UTILITIELOCATION OF MULTIPLE UTILITIES
EXERCISE EXTREME CAUTION.
CONTRACTOR TO FIELD VERIFY
AND LOCATI
I
DEPTHANDLOCATIONOFALL
124+00
MISTING UTILITIES IN THE AREA
PRIOR TO CONSTRUCTION.
_.
P ROPOSECED
vHip
- w
AC
6URFE CENTERLINE
7
APPROXIMATE LOCATION OF
\
EXISTING 10" DRY FORCE WIN
CONTRACTOR TO FIELD VERIFY DEPTH
'
AND LOCATION OF ALL EXISTING UTILITIES
\
IN THE AREA
`=Q-pcFEssioti9 �;-
Leland, NO 28451 Phone. [phone]
STING IS
- SEAL =
.CONTRACTOR
NF
RIFY DEPTH
ON
i
20 I
HANOVER DESIGN SERVICES, P.A.
LANG SURVEYORS. ENG INEERS 6 (ANO P(ANNERS �0
\EXISTING IS' It RCEMAIN
L ,EU— EXISTING 16"FORCEMAIN
WELL.
PVC OR DIP S TO BE
FORANY SE RS WITH
H GREATS R HAN 12' (TYPE
1+OD 1+50
[IF—SEC GENTEPLAE_
ALIGNMENT ETAT,ON
PROFILE LEGEND
W
ADDITIONAL INFORMATION:
1 Contractor to D1111tle warn 9 p dicaling bured WRY W every Potents —SIF9
1h the EXXON rghlolway.p t slmcl ff
2.51 itab'ITyt b tlI tlby p tat IV pak.0 pac"on mustbe
h l tt t 95.4 m I d d D U [ bl Is are [o be replacetl
'Ih Il g tl tl ea g t TYp A B t tl dh Sect an 1010 of
th NCDOT St d tl Sp T t R d — d, Th one aggmgMe must
be brought p - m 0 E, ft and compactetl to 95 L 1— 1— ..—Id
proctor to w Ih' fPPt V g d
3 Permanentsgna' ndcatng Utlty.—,Fg Sewer Man' to -stalled at tM1e tme of
I— Tr— conalrud on as shown on plan
4 Equ pmenl clearance of 16 m mmum from Progress Energy transm ss on l nes to be
TF Otaned at all t_
"'NOTE WELD
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WTHIN THE RIGHT -OF -WAV
—5 AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS. PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WTHIN THE RIGHT -OF -WAV
NOTE WELL
11 CONTRACTOR TO ENSURE THAT
—10 STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURE INLETS AND DRAINAGE
STRUCTURES
NOTE WELL. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THE
—15 MINIMUM SEWER SLOPES SPECIFIED BY
STATE REGULATIONS ARE ACHIEVED.
NOTE: WFLI.
MLLTIPIE UTI (TIES SHOWN GRAPHICALLY
PRO ILS DEVIATIONS NOTED AS SHOWN
PAA INTAIN 6S' COVER AND USE DIDAT
CROSSINGS WHEN REQUIRED
NOTE: Wetland and Stream to be
Directionally Bored; No Impacts
Figure 7. Public Trust Waters Crossing (no impact)
12350 t2 —20 GEE COVER SHEET NOTES
STATION 119+50 THROUGH 126+00
NOTE WELL Force Main
All storm wafer runoff from buil upon areas
II.e mper sous surfaces 8 roof drainage) N be
directed I. storm sewer collection Ws—
I, a -r— 1- or ponds) by swa,es. overland flux,
add innal ,-ng, o, Ia F,,AFg inlets.
NOTE'. DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
D IDD 200 ACTION ID_ 2007-00530.
REAPPLIED FOR ON 9-16-D6 & -11 NC REV. cATF
11-14-07 BY THE LAND MANAGEMENT
cc4r F CFFr 1 .m GROUP. INC
IN. .. .. .. ... ..... E. r.�.. ....,. ,w ........�, ....
PRELIMINARY PLAN NOT FOR CONSTRUCTION
PLANS & PROFILES
124+00
1250 1251
03-25-18
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ALIGNMENT ETAT,ON
PROFILE LEGEND
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ADDITIONAL INFORMATION:
1 Contractor to D1111tle warn 9 p dicaling bured WRY W every Potents —SIF9
1h the EXXON rghlolway.p t slmcl ff
2.51 itab'ITyt b tlI tlby p tat IV pak.0 pac"on mustbe
h l tt t 95.4 m I d d D U [ bl Is are [o be replacetl
'Ih Il g tl tl ea g t TYp A B t tl dh Sect an 1010 of
th NCDOT St d tl Sp T t R d — d, Th one aggmgMe must
be brought p - m 0 E, ft and compactetl to 95 L 1— 1— ..—Id
proctor to w Ih' fPPt V g d
3 Permanentsgna' ndcatng Utlty.—,Fg Sewer Man' to -stalled at tM1e tme of
I— Tr— conalrud on as shown on plan
4 Equ pmenl clearance of 16 m mmum from Progress Energy transm ss on l nes to be
TF Otaned at all t_
"'NOTE WELD
1. EQUIPMENT CLEARANCE MINIMUM 16' FROM
TRANSMISSION LINES TO BE MAINTAINED
AT ALL TIMES. (REFERENCE: OSHA 1910269)
2. ANY TREE, OR SHRUB CAN BE PLANTED WTHIN THE RIGHT -OF -WAV
—5 AS LONG AS THE MATURE HEIGHT IS 12 FEET OR LESS.
WHEN PLANTING TREES AND SHRUBS. PLEASE REMEMBER TO
LEAVE SUFFICIENT SPACING TO ALLOW UTILITY MAINTENANCE
VEHICLES ACCESS WTHIN THE RIGHT -OF -WAV
NOTE WELL
11 CONTRACTOR TO ENSURE THAT
—10 STREET PAVEMENT & CURBING IS
PLACED SO AS TO DRAIN POSITIVELY
TO CURE INLETS AND DRAINAGE
STRUCTURES
NOTE WELL. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THE
—15 MINIMUM SEWER SLOPES SPECIFIED BY
STATE REGULATIONS ARE ACHIEVED.
NOTE: WFLI.
MLLTIPIE UTI (TIES SHOWN GRAPHICALLY
PRO ILS DEVIATIONS NOTED AS SHOWN
PAA INTAIN 6S' COVER AND USE DIDAT
CROSSINGS WHEN REQUIRED
NOTE: Wetland and Stream to be
Directionally Bored; No Impacts
Figure 7. Public Trust Waters Crossing (no impact)
12350 t2 —20 GEE COVER SHEET NOTES
STATION 119+50 THROUGH 126+00
NOTE WELL Force Main
All storm wafer runoff from buil upon areas
II.e mper sous surfaces 8 roof drainage) N be
directed I. storm sewer collection Ws—
I, a -r— 1- or ponds) by swa,es. overland flux,
add innal ,-ng, o, Ia F,,AFg inlets.
NOTE'. DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
D IDD 200 ACTION ID_ 2007-00530.
REAPPLIED FOR ON 9-16-D6 & -11 NC REV. cATF
11-14-07 BY THE LAND MANAGEMENT
cc4r F CFFr 1 .m GROUP. INC
IN. .. .. .. ... ..... E. r.�.. ....,. ,w ........�, ....
PRELIMINARY PLAN NOT FOR CONSTRUCTION
PLANS & PROFILES
are
Town of Leland
03-25-18
Regional Pump
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2018-02337 County: Brunswick County U.S.G.S. Quad: Winnabow
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant:
Address:
Telephone Number:
Town of Leland
Attn: David Hollis
102 Town Hall Drive
Leland, NC 28451
[phone]
Size (acres) 11 Acres
Nearest Waterway Piney Branch
USGS HUC 03030005
Nearest Town Leland, NC
River Basin Cape Fear
Coordinates Latitude: 34.203176
Longitude: -78.044642
Location description: This 11 acre project will be located on Hwy 17 between Hwy 140 and Hwy 74. It will go over the rail
road track, then past Lanvale Road NE and will cross over Jackevs Creek in Leland, Brunswick County, NC.
Indicate Which of the Following APPIy:
A. Preliminary Determination
X There are waters including wetlands, on the above described project area, that may be subject to Section 404 of the Clean
Water Act (CWA)(33 USC & 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters including_ wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in anyway by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Re ulg atoEy Program Administrative Appeal Process (Reference 33 CFR Part
33 1). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act (CWA)(33
USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be used in the
permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective
presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is not sufficiently
accurate and reliable to support an enforceable permit decision. We recommend that you have the waters of the U.S. on your
property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to
obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC §
1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
_ There are waters of the U.S., including wetlands, on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
Page 1 of 2

Ap
SAW -2018-02337
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish
this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by
the Corps.
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and
verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on
your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat signed
by the Corps Regulatory Oficial identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (LAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Gary Beecher at [phone] or
Ga ry.H.BeecherAusace.army.mil.
C. Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation
Manual and the Atlantic and Gulf Coastal Plain Regional Supplement and is hydraulically connected to Jackeys Creek.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section B. above)
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. EL 2:7 7-0too
)%.
Corps Regulatory Official: ! 4.
Gary H. Beecher
December 27, 2018

i
SAW -2018-02337
Date: December 27, 2018 Expiration Date: PJD does not expire
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://coEEpsmapu.usace.artny.mil/cm apex/f?p=136:4:0.
Copy Furnished via e-mail to:
Paul Farley
Land Management Group
3805 Wrightsville Avenue, Suite 15
Wilmington, NC 28409
[phone]
Oarley(a-Amgroup.net

a:
Legend
� Approximate sewer line
Potential wetlands
Potential stream (not -flagged)
Potential non -jurisdictional ditches (not flagged)
4'
-r
,� • 4 t,
r
NOTE: This is not a survey. This map is for preliminary planning purposes only. Findings are based
upon a review of available aerial photography and limited ground-truthing. Lines depicted on the map
are approximate based upon preliminary field sketches and do not represent distinct boundaries.
A formal delineation with US Army Corps of Engineers review and approval is recommended prior
to specific site planning. Property boundaries are based upon available tax parcel information.
LALMG18.321\data package\wetlandsketch.cdr
"Boundaries are approximate and are not meant to be absolute. " —
Map Source: 201p6 NC Onemap SCALE 1 1200'
Hwy 17. West Gate Drive Project
Brunswick County, NC
July 2018
LMG # LMG18.321
��LMG"
a DAlEY�. com auy
www. i merft:n'e
3805 Wrightsville Avenue
Wilmington, NC 28403
Phone: [phone] Fax: [phone]
Figure 7 Preliminary
uplands/wetlands sketch