20191525 Ver 1_PCN Form Submission_20191104

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20191525
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Wilmington Regional Office - [phone] Chad Coburn:eads\cccoburn
Information for Initial Review
1a. Name of project:
Hwy 74/76 Transmission Water Main
1a. Who is the Primary Contact?*
Kim Williams - Land Management Group
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
11/4/2019
Nearest Body of Water
Hood Creek
Basin
Cape Fear
Water Classification
C; SW
Site Coordinates
Latitude:
34.277835
A. Processing Information
County (or Counties) where the project is located:
Brunswick
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.125726
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable vters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
r- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r' Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
le. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
19. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r' No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
O Yes r No r Unknown
1j. Is the project located in a designated trout watershed?
r- Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
NC DOT Right Of Way
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
300 Division Drive
Address Line 2
City
Wilmington
Fbstal / Zip Gode
28401
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Fbgion
NC
Country
USA
2f. Fax Number:
r Yes r No
r'Yes rNo
3. Applicant Information (if different from owner)

3a. Name:
William Pinnix, P.E.
3b. Business Name:
Brunswick County
3c.Address
Street Address
PO Box 249
Address Line 2
City
Bolivia
Fastal / Zip Code
28422
3d. Telephone Number:
[phone]
3f. Email Address:*
William. Pin [e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kim Williams
4b. Business Name:
Land Management Group
4c.Address
Street Address
3805 Wrightsville Avenue; Suite 15
Address Lim 2
city
Wilmington
Pbstal / Zip Cade
28403
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Signed auth form.pdf
State / Rwince / Pieglon
NC
Country
USA
3e. Fax Number:
State / Rwince / Pegion
NC
Country
USA
4e. Fax Number:
[phone]
386.13KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
ff appropriate)
1c. Nearest municipality/town:
Leland
2. Project Identification
2a. Property Identification Number:
NC DOT Right of Way
2c. Project Address
Street Address
Highway 74/76
Address Line 2
city
Leland
Postal / Zip Code
28451
3. Surface Waters
2b. Property size:
4
State / Rwince / Fegion
NC
Country
USA
3a. Name of the nearest body of water to proposed project:*
Hood Creek

3b. Water Resources Classification of nearest receiving water:*
C; SW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300050406
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site consists of a 8,665 LF water line corridor that is located within a NC DOT right of way that runs parallel to Highway 74/76 from Old Maco Road to Mintz Drive. The corridor is
mostly forested. Adjacent land use consists of a mix of residential, commercial, and undeveloped and forested land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topo Map.pdf 489.16KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soils Map.pdf 326.05KB
4f. List the total estimated acreage of all existing wetlands on the property:
- 1 acre
4g. List the total estimated linear feet of all existing streams on the property:
- 20 LF
4h. Explain the purpose of the proposed project:*
The purpose of the project is to provide this section of Brunswick County with a safe and reliable water supply. It will connect two disjointed water lines together and will improve flow and
pressure to residents. The purpose of the proposed impacts is to install the water line.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed water line is 8,665 LF and runs from Old Maco Road to Stella Road along the south side of Highway 74/76. The construction corridor will be 20 feet wide. The applicant
will dig a trench within the corridor and install the water main. Material removed from the trench will be stockpiled in adjacent upland areas within the corridor. Once the pipe is installed,
the trench will then be returned to pre -construction grades. Organic material removed from the trench will be returned to the top 12" and the area will be seeded. Wetland areas will be
allowed to revegetate. The water line will be directionally bored under Hood Creek (considered Public Trust Waters) and most of its adjacent wetlands. Standard construction equipment
will be used.
4j. Please upload project drawings for the proposed project.
Hwy 74-76 Site Plan Drawings.pdf 4.14MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved C Not Verified r Unknown r N/A
Corps AID Number:
Paul Farley with LMG delineated the site in April of 2019. The JD request package was submitted to
the USACE in July of 2019. A site visit has not yet been scheduled.
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Paul Farley
Agency/Consultant Company: Land Management Group
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No

D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
V Wetlands r Streams -tributaries
rJ, Open Waters I- Pond Construction
2. Wetland Impacts
❑ Buffers
2a1 Reason(?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested *
Type of
rJurisdicition*(?)
2g. Impact
area
A
Utility Line Installation
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.012
(acres)
B
Utility Line Installation
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.038
(acres)
C
Utility Line Installation
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.093
(acres)
D
Utility Line Installation
T
Riverine Swamp Forest
WA
Yes
Both
0.130
(acres)
Utility Line Installation
T
Non-Riverine Swamp Forest
WA
Yes
Both
0.011
(aces)
2g. Total Temporary Wetland Impact
0.284
2g. Total Wetland Impact
0.284
2h. Comments:
4. Open Water Impacts
2g. Total Permanent Wetland Impact
0.000
4a. Sited# 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Waterbody type 4f. Impact area
1 Utility Line Installation T WA Excavation Ditch 0.01
4g. Total temporary open water Impacts:
0.01
4g. Total open water impacts:
0.01
4h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
4g. Total permanent open water impacts:
0.00
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The construction corridor width was minimized to 20 feet to reduce impacts. A portion of the stream/wetland crossing will be directionally drilled to
minimize impacts to this resource. Note that this entire crossing could not be bored because of its length. Trying to bore the entire length of the
wetlands and stream would be cost -prohibitive. Al other wetiand and ditch crossings will be open cut. This was considered the best option since the
impacts are minimal and open cutting is economical. Mats will be used as needed to reduce compaction. All impacts will be temporary and elevations
will be returned to pre -construction contours. Wetland areas will be seeded and allowed to revegetate.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Silt fencing Will be installed. The stream crossing and part of its adjacent wetlands will be directionally drilled.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts will be temporary. Wetlands will be allowed to revegetate.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Site is located within the Cape Fear River Basin
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:*
E4 was not required.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Project is connecting two disjointed water lines and is needed to improve water pressure. It is not expected to result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No

51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. 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 known presence of federally listed species. No federally -listed species are
known to occur within the site.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Fisheries Essential Fish Habitat Mapper GIS program was used to determine
the presence of Essential Fish Habitat.
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 status?*
r Yes r No
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 the site.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
A portion of the site (Hood Creek crossing) will occur within a floodplain. Engineer will ensure that all FEMA requirements are met.
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center website
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Vicinity.pdf 261.15KB
2016 Aerial.pdf 489.27KB
Wetland Maps.pdf 1.53MB
Signature
fJ By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Kimberlee C Williams
Signature
Date
11 /4/2019

LMG
LAND MANAGEMENT GROUP
a DAVEA. company
AGENT AUTHORIZATION FORM
TO WHOM IT MAY CONCERN:
I/we, the undersigned, hereby authorize Land Management Group to act as our agent in the
determination of jurisdictional wetland boundaries on the subject property, Highway 74176
Transmission Water Main. 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.
Please provide the following information:
Property Address and Parcel ID Number: NC DOT Right -of Way
Current Property Owner Name: NC DOT
Owner Address, Phone Number, & Email Address: Brunswick County will be responsible for
constructing the project and will obtain encroachment agreement from NC DOT
Applicant: Brunswick County Public Utilities; PO Box 249 Bolivia NC 28422
Notice: This authorization, for liability & professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by Land Management
Group staff. You should call LMG to arrange a site meeting prior to visiting the site.
William L. Pinnix, P.E. — Director of Engineering
Print Owner's Name
\,��._ .
's Signature
July 22, 2019
Date
www.lmgroup.net • Phone: [phone] • Fax: [phone]
3805 Wrightsville Avenue, Suite 15, Wilmington, NC 28403

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Hwy 74/76 Water Main 4LMG
Brunswick County , NC
LAND MANAGEMENT GROUP Figure 3.
Ma Date: 4/29/19 a DAVEY. company Soils Map
p 3805 Wrightsville Avenue
LMG19.025 Wilmington, NC 28403
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Map Source: 2016 NC OneMao Aerial Photoaraohv
Hwy 74/76 Water Main
Brunswick County , NC
Map Date: 4/29/19
LMG19.025
LAND MANAGEMENT GROUP
a DAVEY. company
3805 Wrightsville Avenue
Wilmington, NC 28403
[phone]
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2016 Aerial Photograph

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Brunswick County, NC
Map Date: 4/29/19
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Figure 6.
Preliminary Wetland
Delineation Sketch (overview)

NOTE: This is not a survey. All boundaries and distances are considered
`' �` ' A ' �• ��'' ''� • .., approximate. This represents a preliminary sketch prepared from field notes.
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Map Source: 2016 NC OneMap Aerial Photography
Hwy 74/76 Water Main
Brunswick County, NC 4LMG Figure 6a. Preliminary
LAND MANAGRMFNT CROUP Wetland Delineation Sketch
Map Date- 4/29/19 a DAREYAk. company
3805 Wrightsville Avenue
LMG19.025 Wilmington, NC28403
[phone]

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Boundaries are approximate and not meant to be absolute. Feet
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Hwy 74/76 Water Main
Brunswick County, NC
Map Date: 4/29/19
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Figure 6b. Preliminary
Wetland Delineation Sketch

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Boundaries are approximate and not meant to be absolute. Feet
Map Source: 2016 NC OneMap Aerial Photoaraphv
Hwy 74/76 Water Main
Brunswick County, NC
Map Date: 4/29/19
LMG 19.025
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3805 Wrightsville Avenue
Wilmington, NC 28403
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Figure 6c. Preliminary
Wetland Delineation Sketch

NOTE: This is not a survey. All boundaries and distances are considered
approximate. This represents a preliminary sketch prepared from field notes.
A survey of delineated areas and review and approval by the U.S. Army
Corps of Engineers is recommended prior to specific site planning.
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Map Source: 2016 NC OneMap Aerial Photography
Hwy 74/76 Water Main
Brunswick County, NC 4LMG Figure 6d. Preliminary
LAND MANAGRMFNT CROUP Wetland Delineation Sketch
Map Date- 4/29/19 a DAREYAk. company
3805 Wrightsville Avenue
LMG19.025 Wilmington, NC28403
[phone]

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VICINITY MAP
(Not to Scale)
OWNER
BRUNSWICK COUNTY
DATE:
07/18/2019
]UNTY (:)F BRUNSNVICI< SITE SUBMITTAL:
I 1
0OV
DESIGNER
PHIL NORRIS
NORRIS & TUNTSTALL CONSULTING ENGINEERS, P.C.
1900 EASTWOOD RD., SUITE # 11
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
EMAIL: PNORRIS@a NTENGINEER.COM
HWY 74/76 TRANSMISSION WATER MAIN
MINTZ DRIVE TO OLD MACO ROAD
1 00%
2 Q
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CI OVERALL PLAN o w
P-1 PLANT & PROFILE d '
P-2 PLAN & PROFILE °
P-3 : PLAN & PROFILE
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P-4 : PLAN & PROFILE
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P-6 PLAN & PROFILE 1J '•
`"/L LI':P-7 PLAN & PROFILE 1rr P-8 : PLAN & PROFILE
D1 : DETAILS
DZ : DETAILS
D3 : DETAILS
D4 DETAILS
D5 : DETAILS
D6 : DETAILS
D7 : DETAILS
D8 : DETAILS
D9 DETAILS
D 1 0 DETAILS
TYPE OF WORK.: EXTENSION OF 89665 LF OF 12" WATERMAIN
S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFCATIONTS AND DETAILS"
UMBER
BATE
BY
REVISION DESCRIPTION"'ENTGINEER'
TECH: Z CANADY / ZAC
I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with
applicable County, State, Federal, and ether municipal requirements. Additionally, I understand that the County will not
assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
may refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm
my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
to use, County inspections for State compliance purposes or any other purpose."
DES-. p NORRIS � ��`
CHK: P NORRIS / JPN
PROJECT NO.
18127
APPROVAL STATUS
DATE
BY
DEPARTMENT
SHEET NO.
C
❑ YES ❑ No ❑ N/A
PLANNING
YES ❑ NO ❑ N/A
ENGINEERING
❑ YES ❑ NO ❑ N/A
PUBLIC UTILITIES

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RPW Impact #01:
0.01 acre z
w z M
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x 2 In
Wetland Impact A:
0.012 acre (508 sf)—
>
Wetland Impact B:
Ln-------------------
S, Directional Drill
0.038 acre (1670 sf reconaI UJ
z
00
0 J cW
Wetland Impact C:
0.093 acre (4,070 sf)
Wetland Impact D:
0.130 acre (5,663 sf)
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Wetland Impact #E:
0.011 acre (489 sf)
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Licence #C-3641
18127
DES, JPN
CKD, JPN
DRWN. ZAC
DATE 07/18/19
CAR
......
SEAL
11966 co E
Toff,
Mll ItO
SCALE: 1 300' C1
mmmwnl�
0 30D 600 900

U5 f 4-7b �� �� EXISTING WOODSLINE
EXISTING EDGE OF p71 + �� Dvp �
PAVEMENT + p �� + 0� p 01
STATION +
STATION A STATION'
+ 10+00 + 2 NO
11+00 o°� + STATION
1 �+OQ � � STATION p�
1 p� ��`' SiATtiQI M ` M— - 1� 13+00 3
�r M'� V,1 + �, 14+00 +
IN
r r
�2" �E�D IjIdI
00
� S
PROPOSED 20'
UTILITY EASEMENT 3 n`PICAL �t0
`l 2 1
Z V�� \� t
Q'
C �,�D Vic' Ek�y z +
d0
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r
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SCALE: 1 "' — 50'
` 7 F��f
�,
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Cv
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�7 A
"tip
ol
xry \-EXISTING FIRE
a HYDRANT
RPW Impact #01:
0.01 acre
Cil1J
w�L1J
PROFILE
SCALES:
1" = 50' HOR.
1 " = 5' VER.
S]TVV
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LLJ
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Lu
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CJ
r 7 wv
LEGEND
PROPERTY LINE
— — — — RIGHT OF WAY
W W PROPOSED 12" WATERMAIN
X 40.02 EXlSnNG SPOT ELEVATION
EXISTING WOODSLINE
NORRIS & TUNST.ALL
- I C0NSUiA'lti!G J:NGINFIFRS P.C.
DOG F_ASMUOD RZ)-, SL•IT11 911 14?9 ASH LTrrV RIVP.R
WII.6TNGTMT, PvC 2W Wl, NC 28420
PHONE (910j 3A3-9C1a3 M40NA (910) 2B7 59W
[arknre #C-3641
REV NO. DESCRIPTION [DATE
REVISIONS

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50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
8
DATUM ELEV
6
STATION 3�
15 + O0 ��
w ��►�
PROPOSED FIRE
HYDRANT ASSEMBLY
STATION 15+81
1
Il:� 7A-7(--
EXISTING WOODSLINE
2 �
ION STATION �ekd� p
Imo+ � 17+00 + g 18+00 p STATION t � STATION
WHO— w w �„ ` �y ;� 19+v0 I +
w 20+00 STATION
4— — — W +—�a-- w � w � q� 21 +00 + G�
44
\—OPEN +—
CUT & J
REPAIR
EXISTING PROPOSED 12" DR 18 C-900
SOIL PVC WATERMAIN
ROAD
Pi A AI
SCALE: 111 = 50'
PIPE
EDGE OF PAVEMENT
+ I
22+00 + STATION 2
23+00 �` STATIONui
STATION
+ . 24+00 >tl
WIG w w w j 25+00 ui
+ram-- W
U)
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CI)
STATION 24+00
12" GATE VALVE
Wetland Impact A:
0.012 acre (508 sf)
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
PROFILE
SCALES:
1 " - 501 HOR.
1= 5' VER.
REV NO. ❑ESCMFMON DATE
REVISIONS
t'iiiii1111111�'r�
*`� CA R 0 ' s,10
.•'GCS S�©'•�'ry`:
°- SEAL
11966
©
" OIL L 1?
e'f1111i11101%
BRUNSWICK
COUNTY
ENGINEERING
LEGEND
PROPERTY LI'HE
-- — — — RIGHT OF WAY
w w PROPOSED 12" WATERMAIN
X 40.02 EXISTING SPOT ELEVATION
EXISTING WOODSLINE
r
ORRIS & TUNSTALL
C0NSGL:FtNG ENGINEERS P.C.
1900 F_'4C7'iT OM RD., SNIT@ # 11 1429 ASH -LITTLE RNER RD NW
LdfUUNGTON NC 28903 ASH, NC 2842q
W-%53 PHONE ((M) M-S900
I,ecena YiC3G47
HWY 74176 TRANSMISSION WATER MAIN
MINTZ DRIVE TO OLD MACO ROAD
PLAN & PROFILE
BRUNSWICK, N.C.
(DATE-7 18 19
SCALE1" = 50-
1" — 5'
DRAWN:
ZAC
CHECKED:
JPN
PROJECT NO:
18127
SHEET NO:
P=2
�@ 2019 NORRIS 1, T{111STALL)

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n
F-
w
Lu
Z:
CJ
w
rLu
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50
48
46
44
42
40
38
36
34
132
30
28
26
24
22
20
18
16
14
12
10
8
.DATUM ELEV
6
n
L�
Z
U)
VG EDGE OF PAVEMENT I r R
;j- ® r-AKAIMU nuuuaurvt Z,W
J �0
STATION ° ix�O �h ,� 12" RJ U)
2 �� 90' DEAD 12" RJ
+ ` � - � 26+00 g 27+00N lb STATION 4
- W W + o + 'op 28+00 q, STATION29+00 STATION 'l ` � � 90' BEND S
-- W 1 W, + "� 30+00 STATION 2
2
STATION STATION `?
32+00 5+00
3+00 ION + STATION ��'
PROPOSED 12" DR 18 C-900 °� Id i 34+00 +
PVC WATERMWN /ON
— — —� W -I — W`
Wetland Impact B:
0.038 acre (1,670 sf)
US 74-7G
PLAN
SCALE: 1" = 50' I
Wetland Impact C:
0.093 acre (4,070 sf)
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00
PROFILE
SCALES:
1'r = 50' HOR.
1 " = 5' VER.
� •'art F• S 51C] �
SEAL �
11966 : co
:0 -:
.....
.,0r ZYa LL;p �11%
BRUNSWIaCK
COUNTY
ENGINEERING
LEGEND
PROPERTY LINE
- - -- - RIGHT OF WAY
W W PROPOSED 12" WATERMAIN
X 40.02 EXISTING SPOT ELEVATION
EXISTING WOODSLINE
NORRIS & TUNSTALL
CONSULTU G ENGINEERS P.C.
t 9(k F ,kSr%X)0D KU,. SU ITE #11 1424 ASFiyMIZ RIVER RD. IJW
WIUal;GTON, NC 2MM ASH, NC 25420
PHONE (91QJ 343,V,53 PIiC3\M pt0)j 287-.`"
7MINT
4176 TRANSMISSION WATER MAIN
Z DRIVE TO OLD MACO ROAD
PLAN & PROFILE
BRUNSWICK, N.C.
rDATTE:8 19
SCALE: 1. = 50'
1' = 5,
DRAWN:
ZAC
CHECKED:
JPN
PROJECT NO:
18127
SHEET NO:
P=3
2019 NORMS do TUNSTALL

L'J
I
CL
Lu
LLI
7
V )
LLI
�LLJ
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Wetland Impact C
(contd):
0.093 acre (4,070 sf)
50
48
46
z11-1
42
40
38
36
34
32
30
-3
4
22
20
18
16
14
12
10
8
6
DATUM ELEY
At
EXISTING WOODSLINE
PVC WATERMAlN
U5 74-7G
TRANSITION TO 12" DR18 C-900 FPVC
d
EDGE OF PAVEMENT
f
EXISTING
POWER POLE
EXISTING OVERHEAD
POWERLINE
. 3
'46+¢p
36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00
PROFILE
SCALES:
1 " = 50' H 0'R .
1 " = 5' VER.
REV ND. DESCRIPTION DATE
REVISIONS
BRUNSWICK
COUNTY
ENGINEERING
L-n
w
w
w
w
LEGEND
PROPERTY LINE
- - - - RIGHT OF WAY
W W PROPOSED 12" WATERMAIN
X 40.02 EXISTING SPOT ELEVATION
EXISTING WOODSLINE
NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
19170 RAStt60017 RQ., SU1'I'U iLE1 1429 ASFi-LSn'4F_ RTVER RD.NW
WII.M1ENGTON,h1- 28403 ASH, NTC 28420
i`T10NF. �sju} 34i•74a.3 sr1e�;�� �9sq 287.59f10
HWY 74176 TRANSMISSION WATER MAIN
MINTZ DRIVE TO OLD MACO ROAD
PLAN & PROFILE
BRUNSWICK, N.C.
(DATE:
7 18 19
SCALE. I- = 50'
1- = 5'
DRAWN:
ZAC
CHECKED:
JPN
PROJECT NO:
�18127
SHEET NO
�CC 2019 NORRIS & TUNSTALL

f
EXISTING I=f}GE OF PAVEMENT
U5 74r 1
+ . � .+ �° ff 4 � + 0 10� EXISTING WOODSLINE
47+00 �°5 2 Cfi' StAON �� QZ
- g + '� KK ' �a OPEN CUT at PA CH
49+00 + 3�, STATION, ASPHALT PAVEMENT
- �-- W 00 STATION Eke � ��`� h 2 ��<
&I �� ~ __� w--•� ` W �� 81+0D kp Nc)• to
Jae gd `�_ �W "�'`—I � � ATIOl� + + �a� � �C-
EXISTING OVERH 40o + 1 +'� � �'� W �� 2+00 STATION STA11ON �t +
POWERLINE STATION 48+00 • +`�-'—-�— W ,��3+00 54+00 / 14 p� •� 2 STATION
12" GATE VALVE �� W — � ti � ��� t' +0 D' t� STATION 57+00
EXISTING POWER G o�ae � + 5�� . - � �L �C ti,
LO
I POLE 4 ��` -I 'k, + 1 ' + :a.
CL ��o 14 - & N1-. 0 J' D� I +
Qo �C} PROPOSED 12" OR 18 c-9 -- &P � �` + I
10'x10'x4' DRILL PIT C) PVC WATERMAIN Ge -'�
I-- Ix C) I PRC?POSI=Q FlRE o0
W �7� Rn© HYDRANT ASSEMBLY Q �7 rr�''
• C}{b ^�,� EXISTING POWER STATION 55+50 1 • W
Li Wetland Impact #E. Q POLE p0���'e W
_ " • ":.
r� 0.011 acre (489 sf) 12 02 xs TEE Q �
C J (� & 8" GATE VALVE C7Cn
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� i I I 1 i X 40.02 EXISTING SPOT ELEVATION
3
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12 __...W... , _ , - __.
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In
47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+000 56+00 57+00
PROFILE
SCALES:
1 " = 5C' H 0R.
1 " = 5' VER.
�-1
. ...
F
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C. 11966 po
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i"'`i 'f1 r f ? 11 '�'``.
BRUNSWICK
COUNTY
ENGINEERING
ORRIS & `I'UNSTALL
--- CONSULTING ENGINEERS P.C.
19N EP, - [ OD M, S rrg #I} 1429 ASH L.fi'ff iF 1Z(VY:R iU). NLX
WiLN0NGTCN,NC 2W3 ASH, NC 2 42LI
rNra3cWE{91(7 3+34653 P1i[)Nf_(vlo)297-D'?(V
z, #c3r,1,
(7MIN
4176 TRANSMISSION WATER MAIN
TZ DRIVE TO OLD MACO ROAD
PLAN & PROFILE
BRUNSWICK, N.C.
(DATE:
7 18 19
SCALE: I" = 50'
1. _ 51
DRAWN:
ZAC
CHECKED:
JPN
PROJECT NO:
�18127
SHEET NO-
P-5
CC 2019 NORRIS do TUNSTALL 1

Lo ■
EXISTING
WOODSLINE
PROPOSED FIRE
1 1 HYDRANT ASSEMBLY
� lwl STATION 60+70
as °� ���
a Viallj�"
�� i 61�
C/] + + 4
a +STiON
W ©� 58+00 f �
U5 7,4-7G
L�
+ S `MA110
y 00
51
A"aN
ro
PK o
+
Ofi
2 ml
y�
.PROPOSED 20'
�+ W - W ��' *�' `I- N O\ ` UTILITY EASEMENT
-
qo
6�e
� `0P�� raj_
---� aly __--Y PLAN
SCALE: 1" = 501
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
8
DATUM ELEV
6
PROPOSED FIRE
HYDRANT ASSEMBLY
STATION 67+00 °
CIO
EXISTING EDGE OF
PAVEMENT
c' 7*00
ON
51
w
\Ot
SATION
i) Q.
tp V \� _
PROPOSED 12" DR
18 C-900
'
� r �
PVC WATERMAIN
W
ui
_ Z
W
W
U)
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00
PROFILE
SCALES:
1 " = 50' HOR.
1 " = 5' VER.
REv No. DESCRIPTION DATE
REVISIONS
BRUNSWICK
COUNTY
ENGINEERING
LEGEND
PROPERTY LINE
— — — — RIGHT OF WAY
• W W PR+OPOSEO 12" WATERMAIN
X -40.02 EXISTING "SPOT ELEVATION
p
ORRIS & TUNSTALL
C,0NSLiI:l7NC FNC�P Nl F RS P.C.W0F,TM00nRD.,.WrM#li t429ASH•LIT1LERIVER RD-NW
WILARIGTCK NC 28403 ASH. NC 28420
Pl ONF. (910) 343-W3 PHONE [phone]M
Lscn�c #[:.iG51
HWY 74/76 TRANSMISSION WATER MAIN
MINTZ DRIVE TO OLD MACO ROAD
PLAN &PROFILE
BRUNSWICK, N.C.
EXISTING WOODSLINE
GATE;
0� 1� 1s
SCALE:," _ 50.
1" — 5,
DRAWN:
ZAC
CHECKED:
JPN
PRO
JECT
SHEET NO:
P=6
�@ 2019 NORRIS do TUNSTALLL

L1J
w
ui
ui
(n
52
50
49
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
9
PA Tu -LLB' v
PROPOSED FIRE
HYDRANT ASSEMBLY
STATION 77+00
EXISTING WOODSLINE
EXISTING EDGE OF PAVEMENT 15,9 r' _
W � Q �
C�
® Sao ' '� � �
5T,'to
o
J p PROPOSED 12" DR 18 C-900
PVC WATERMAIN �-
w�`� STATION 72+00 y
12" GATE VALVE
h�J_ in nn1 1 1_ /4 J ►`�' 1 y
UTILITY EASEMENT
o ,e,�' '00 _ GO
\° _- _ FLAN ram_
SCALE: 1 "' 501 —
r
STp,T1ON
68+00 69+00 70+00 71+00 72+00 73+00 74.1-00 75+00 76+00 77+00 78+00
PROFILE
SCALES:
1" = 50' HOR.
1 " = 5' VER.
ftEV HD, DESCRIFInGN DATE
REVISIONS
1
�� •�7 t
SEAL
c. 11966
o
BRUNSWICK
COUNTY
ENGINEERING
00
1
LLJ
LLJ
U)
w
W
cn
LEGEND
PROPERTY LINE
— — — — RIGHT OF WAY
w w PROPOSED 12" WATERMAIN
X 40.02 EXISTING SPOT ELEVATION
NORRIS & 1 UNS 1 ALL
-- CONSULTING ENGINEERS P.C.
1'HRY F_ks- FY?GD RD" SUITE #11 1429 ASH LIMS+ W IT-1Z fill. ?"W
%I LM NG1'ON, NC 2W ASB, NC 211420
PHONE [910I 143.%53 P"03141 p114 767-5900
7MIN
4176 TRANSMISSION WATER MAIN
TZ DRIVE TO OLD MACO ROAD
PLAN & PROFILE
BRUNSWICK, N.C.
EXISTING WOODSLINE
[SATE:
0 18 19
SCALE: 1' = 5o,
1" = 5'
DRAWN:
ZAC
CHECKED:
JPN
PROJECT NO:
=
SHEET NO:
P-7
�@C 2019 NORRIS & TUNSTALL

52
0
48
46
44
42
40
38
36
34
32
30
28
26
24
22
20
18
16
14
12
10
8
DATUM ELE V
V
OPEN CUT AND PATCH
GRAVEL ROAD
ApM
EXISTING EDGE OF PAVEMENT EXISTING WOODSLINEA�Of1
OtA
00
Q
8 0 ram` 12" RJ fi\'A
Q 90' BEND fC`� Qk
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lb _ � W ��C) + 6� a L�` UTILITY EASEMENT '
5rfp,T1ON �W + PROPOSED 12" DR 18 C-900
PVC WATERMAIN i
cf lb
W I ��s� Q QQ� r PROPOSED 20'12" RJ
\� �"�� �,� Q� UTILITY EASEMENT 90' BEN
C D p�
��C 4QJ ,�QO 1 STATION
�2 � 86+00
r l
Cad �Q � r�l`�
JQ' O \ � �� r p I?nO
r
\-12" RJ
135' BEND
UTILITY EASEMENT
CONNECT TO EXISTING
12' GATE VALVE,
FIELD VERIFY SIZE,
MATERIAL, AND
LOCATION
STATION 86+88
EXISTING FIRE
HYDRANT
PLAN
r V
y SCALE: 1" 50'
t
x
_ +
EXISTING GRO DACE
I
.�- 3 ...__....
i UM COV MINIMER I�G�4L) ...... ..... _.w.._ 12" RJ- '�4�5'1 -SEND
.
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...,,. .,.,....j,---... ._---.
€ s € VERIFY SIZE MATERIAL,
_ ,_ _.. ------ -_ � .__ € 12" RJ #5 SEND � .... _ ...... � ... .... ..... — _ _� dJ+lb LOCATION
1 ;PROPOSED 12" DR 18 C�-900 _...__.
!PVC ATERMI+i
,
-- . .. �_ � 12 RJ 4S BEND
12" RJ 45' BEND
..
1
i
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,
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,
s
i a I
79+00 ao+oo 81+00 82+00 83+00 84+00 85+00 86+00 86+88 87+00
PROFILE
SCALES:
1 " 50' H JR.
1 " _ 5' VER.
REV NO. DESCRIPTION DATE
REVISIONS
��a►, r� G A 1 O f•�,
•Q�� 'O w
+
4 �"0 SEAL
�• 11966
L �►
4iLY`tv ,%
BRUNSWICK
COUNTY
ENGINEERING
LEGEND
PROPERTY LINE
— — — — RIGHT OF WAY
W 'wl PROPOSED 12" WATERMAIN
X 40,02 EXISTING SPOT ELEVATION
NORRIS & TUNSTALL
ALL
—• (:C7NSULTLNG ENGINEERS P.C-
ll)00 EetSr%00D W SiJnT Till 1429 AS1T-LrFFLE RIVER RD. NW
%'[Lh4IMGT0\r,NC MW ASH, NC 28420
i iiONFR (910) 341-%53 PHONE (91Q)387-5900
7HWY 74/76 TRANSMISSION WATER MAIN
MINTZ DRIVE TO OLD MACO ROAD
PLAN &PROFILE
BRUNSWICK, N.C.
EXISTING WOODSLINE
DATE:
--)
07 18 19
SCALE: 1' = 50°
1. 5'
DRAWN.
ZAC
CHECKED:
JPN
PROJECT NO:
18127
SHEET NO-
1-- 2019 NORRIS & TUNSTALL I