20200278 Ver 1_CAMA Application_20200219

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Brunswick County Public Utilities (NW Water Treatment Plant Expansion/Upgrades)
2. LOCATION OF PROJECT SITE: Northwest Water Treatment Plant (3954 Clearwell Drive NE in Leland, NC)
and the Cape Fear River, Brunswick County
Plant: Lat: 34018'10.37"N Long: 78106'23.72"W Outfall: Lat: 34.337763 Long:-78.075004
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/17/20 Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received - 1/27120 Complete:2/11/20
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Industrial
(B) AEC(s) Involved: EW/PTA/CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Brunswick County Water Treatment Plant
Planned - Same
(F) Type of Structures: Existing - Water Treatment Plant, Septic System and Hood Creek discharge
pipe
Planned - Expand upland WTP, increase size of raw water main and install new concentrate
discharge pipeline to the CFR.
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands (404)
-9,110 s . ft.
(Perm
-6,961 sq. ft.
(Temp)
(B) Non -Vegetated Wetlands (Open Water)
-500 sq. ft.
- 600 sq. ft.
(Temp)
(Perm)
(C) Other- (Highground Disturbance)
-2500 sq.ft.
(Temp.)
- 33 Acres
(D) Total Area Disturbed: -33.5 Acres
(E) Primary Nursery Area: Yes
(F) Water Classification: Cape Fear River C;Sw
8. PROJECT SUMMARY: The applicant proposes to expand and upgrade the Northwest Water Treatment Plant
facilities to upgrade the existing treatment process and to add low pressure reverse osmosis to remove
perfluorinated compounds (Gen x) and emerging contaminants found in the raw water supply with a new water
discharge outfall on the Cape Fear River.
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North Carolina Department of Envlronmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Brunswick County Public Utilities (NW Water Treatment Plant Expansion/Upgrades)
Page Two
9. PROJECT DESCRIPTION
The proposed project is located in the northern part of Brunswick County and consists of four distinct project areas
(water treatment plant, raw water line extension and concentrate discharge line and outfall). The project site is located
at the Northwest Water Treatment Plant facility located at 3954 Clearwell Drive NE in Leland, Brunswick County, NC.
To locate the property from the WiRo take US-74W/Martin Luther King Jr. Pkwy approximately five miles from Market
Street (US Highway 17) to US 421 North. Travel approximately 2.8 miles and merge onto 1-140. Take the exit toward
Mt. Misery Rd NE and travel approximately 5 miles to Cleanvell Drive.
The applicants' facility is on a 90 Acre tract of land with 767 linear ft. of shoreline along Hood Creek. The parcel is a
maximum of 25 feet above mean sea level. Highground development on the tract consists of existing buildings and
associated treatment structures. The proposed facility upgrades will be at the existing plant location. Vegetation at the
water treatment plant, along the raw water main and along the proposed concentrate discharge pipe line are forested
uplands, with §404 wetland crossings for the existing raw water line. The proposed new 1800 linear ft. section of 36"
raw water pipeline would connect to an existing raw water main and include two §404 wetland/stream crossings.
The proposed concentrate discharge pipe project corridor towards the Cape Fear River would follow along Mt. Misery
Road and Hooper Road along a 60 ft. DOT right-of-way (see Figure 2 Project Study Area). The concentrate from
the treated water would be discharged through approximately 21,000 linear feet (4 miles) of 18-inch main to the ouffall
location at the Cape Fear River downstream of Lock & Dam No. 1. Only the outfall structure and a portion of the
concentrate discharge pipeline are located with the 75 ft. Estuarine Waters Area of Environmental Concern. The
shoreline where the proposed outfall would be constructed is a high bluff adjacent to the Cape Fear River. The outfall
pipe would extend approximately 3,300 linear ft. through Parcel ID No. 00600015 into the Cape Fear River (see Sheet
C-CP-25). This parcel is owned by James Godwin,ll and an easement has NOT been obtained for the pipeline
placement in this location. The proposed discharge pipeline and ouffall would be in areas area consisting of §404
wetlands with 6 wetland crossings. According to the applicant a J/D is being processed by the Army Corps.of Engineers,
but has not been issued at this time (see Attachment 1). The proposed outfall would be in water depths of
approximately 20 ft. at Normal Low Water (NLW).
The application includes a Biological Assessment for ESA compliance including correspondence from the US Fish and
Wildlife Service (Attachment 2) and a letter from the National Marine Fisheries Service indicating that the proposed
action is not likely to adversely affect the NMFS-ESA listed species and/or designated critical habitat (Attachment 3).
A full Biological Assessment is available upon request from the agent. The application also includes documents issued
per Section 106 of the National Historical Preservation indicating that there are no historic resources that would be
affected by the project (Attachment 4)
Two Letters of Approval with Modifications and Performance Reservations were issued by the Land Quality Section
(now the Division of Energy, Mineral and Land Resources (DEMLR) on September 5, 2019 and October 29, 2019
indicating that a Notice of Intent (N01) will be required to request a Certificate of Coverage under the NCGO10000
Construction Stormwater Permit prior to commencement of any land disturbing activities. (Attachment 5). A stormwater
Certificate of Coverage was issued for the Concentrate Discharge line on September 27, 2019 under SWG04 040114
(Attachment 6) and a Minor Modification under Stormwater Permit SW8 091204 was issued on October 7, 2019
(Attachment 7). The application includes the NPDES permit NCO057533 issued on February 28, 2018 (Attachment
8) and the most recent NPDES permit NCO057533 issued on 2/13/2020 (Attachment 9). According to the applicant
Brunswick County issued BRUNS-2020-016 on 9/5/19 for the WTP and BRUNS 2020-026 on 10/29/19 for the
concentrate discharge pipeline.
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

Brunswick County Public Utilities (NW Water Treatment Plant Expansion/Upgrades)
Page Three
The Brunswick County Land Use Plan classifies the Cape Fear River area of the project site as Industrial. The waters
of the Cape Fear River are classified as SC Swamp waters by the Division of Water Resources. This section of the
Cape Fear River is considered Joint Inland/Coastal Waters by cooperative agreement between Division of Marine
Fisheries and North Carolina Wildlife Resources Commission. The Division of Marine Fisheries classifies the waters of
this section of the Cape Fear River as Primary Nursery Area (PNA).
PROPOSED PROJECT:
The applicant proposes to expand and upgrade the Northwest Water Treatment Plant facilities to upgrade the existing
treatment process and to add low pressure reverse osmosis to remove perfluorinated compounds (Gen x) and
emerging contaminants found in the raw water supply with a new water discharge ouffall on the Cape Fear River. The
proposed upgrades would expand the plant's existing permitted capacity from 24 million gallons per day (MGD) to 45
MGD. The proposed new Low Pressure Reverse Osmosis system is estimated to have discharge flows from 0.7 MGD
up to 5 MGD (see Narrative)
The proposed new 1800 linear ft. section of 36" raw water pipeline would connect to an existing raw water main with
two temporary §404 wetland/stream crossings (unnamed tributaries to Hood Creek) impacting approximately 1,941 sq.
ft. of wetlands (see Sheets C-RW-1 and C-RW-2). The pipeline would extend from the main water treatment plant to
the raw water main. The pipeline would be open -cut construction running a total of 130 linear ft. approximately 3 ft.
below grade at the wetland/stream crossings. The proposed new concentrate discharge pipeline would extend from
the water treatment plan and terminate at a proposed new ouffall located on the Cape Fear River downstream of Lock
& Dam No. 1(see Sheet C-CP-1). The approximately 4-mile long 18 inch pipeline would be installed within an existing
DOT ROW and would extend from the treatment facility to the new ouffall located on Parcel ID No. 00600015. Sections
of the pipeline crossing §404 wetland/stream areas would permanently impact 9,110 sq. ft. and temporarily impact
5020 sq. ft. of wetland area (see Sheets C-CP-7, C-CP-8, C-Cp-10, C-CP-11 and C-CP-25). The 1200 linear ft. of
pipeline crossing wetland areas would be laid beneath the surface mud bottom approximately 3 ft. below grade. The
six wetland/stream crossing sections would be completed utilizing open cut and a horizontal directional bore (HDD)
under the wetland/stream running approximately 1,200 ft. along the bottom approximately 15 ft. to 30 ft. below the
surface. Disturbance within the corridors would involve the use of trenching equipment, bulldozers, dump truck and a
mechanical excavator to trench and subsequently backfill to original grade.
The proposed 18 inch (reduces to 8 inches at the terminal end) diameter outfall to the Cape Fear River would impact
the 30 ft. Coastal Shoreline AEC and would result in the permanent impact of approximately 600-900 sq. ft. of river
bottom below NHW (see Sheet C-CP-27). The shoreline would be stabilized with a new "terramesh system" with a
gabion wall extending a maximum distance of 3 ft. waterward of Normal High Water (NHW) (see Sheet C-CP-28). The
stabilization structure would be measure approximately 30 ft. in width and 50-60 ft. in length with 100 sq. ft. of material
below NHW. The outfall and ouffall protection structure would require 10 cubic yardsof material to be placed consisting
of crushed stone and Class B rip rap to a maximum depth of — 14 ft. below NHW. According to the applicant, the
temporary excavation of 15 cubic yards of material below NHW and a temporary 100 ft. sheet pile wall would be
constructed for installation of the ouffall and protection structure. The applicant states that approximately 15 cubic yards
of material would be temporarily stockpiled on a barge and in an approximately 50 ft. long by 50 ft. wide upland areas
next to the River outfall approximately 35 ft. from Normal High Water (NHW). After the outfall is installed, the material
would be returned to the river. A cofferdam is proposed to be constructed to isolate the work area in the river (see MP-
1, Cape Fear River Outfall Construction Schedule and Sheets C-CP-25, 27 and 28). According to the applicant
wetlands mats will be used in wetland areas to prevent additional impact.
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office I t27 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Brunswick County Public Utilities (NW Water Treatment Plant Expansion/Upgrades)
Page Three
Proposed upgrades to the treatment plant facility would include additional rapid mixers and filters, an upgraded clarifier,
a new reverse osmosis facility, a new chlorine control and storage building and other building and site improvements
and upgrades to existing facilities. According to the applicant seven (7) new buildings will be constructed and four (4)
existing structures will be expanded for a total of 98,808 sq. ft. of new impervious surface on the high ground (see
Sheet C•GD•1). Upland facility upgrades are located outside of a CAMA AEC.
10. ANTICIPATED IMPACTS
Approximately 2500 sq. ft. of high ground would be temporarily impacted adjacent to the Cape Fear River due to
storage of excavated material and the applicant states that the total disturbed area is estimated to be almost 33 acres.
Construction of the project would impact approximately 16,071 sq. ft. of §404 Wetlands and approximately 1100 sq. ft.
of open water area in the Cape Fear River. The proposed project would permanently impact approximately 9,110 sq.
ft. of §404 Wetlands and 600 sq. ft. of Waters of the U.S. Approximately 6,961 sq. ft. of §404 Wetlands and
approximately 500 sq. ft. of shallow bottom would be temporarily impacted through the trenching of the raw water
pipeline, discharge pipeline (mostly along Mt. Misery Road, Hooper Road and the Cape Fear River) and outfall area at
the Cape Fear River. (Please refer to attached permits associated with the proposed discharge). The applicant is not
proposing to mitigate for the permanent impacts to §404 Wetlands and Waters of the U.S. All areas will be returned to
the original grade and will be re -vegetated immediately upon backfilling. If construction is conducted in strict
accordance with the approved sedimentation and erosion control plan, long-term impacts should be minimal. It is
unknown what the biological and/or human health impacts are for concentrate discharge into the Lower Cape Fear
River.
Submitted by: Tara MacPherson Date: February 18, 2020 Office: Wilmington
wr,mru,o D Q s
0 W h�wX A F,M,mmnYl p W �I,
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.7215

Smith
Memorandum
To: Tyler McGuire, NCDCM
From: Jason Hales, CDM Smith
Date: January27,2020
Subject: Northwest Water Treatment Plant Expansion and Upgrades and Concentrate
Discharge Pipeline Project
Narrative
Brunswick County Public Utilities (The County) is expanding its Northwest Water Treatment Plant
(NWTP) in Leland, NC (Figure 1) from 24 million gallons per day (mgd) to 45 mgd and upgrading its
treatment process to include advanced treatment to remove Gen X and other perfluorinated
compound (PFC) contaminants found in its raw water supply. The County has evaluated treatment
alternatives including ion exchange, granular activated carbon (GAC), ozone with biofiltration,
ultraviolet treatment with advanced oxidation processes (UV-AOP), and Low -Pressure Reverse
Osmosis (LPRO). Scoping meetings were held on March 19, 2018 and May 31, 2019 to introduce
and discuss the project. The project includes the NWTP site; the proposed raw water transmission
main corridor from the existing Lower Cape Fear Water and Sewer Authority (LCFWSA) raw water
main to the NWTP; the proposed concentrate discharge pipeline corridor; and the outfall to the
Cape Fear River (Figure 2).
Upgrades at the Northwest Water Treatment Plant site include additional rapid mixers and filters,
with an upgraded clarifier, a new reverse osmosis facility, a new chlorine control and storage
building, residuals handling facilities improvements and associated facilities and site
improvements. The project also includes approximately 1,800 feet of new 36-inch raw water
pipeline from the water treatment plant to the existing LCFWSA raw water main, approximately 4
miles of new pipeline to convey concentrate from the reverse osmosis process at the water
treatment plant for discharge to the Cape Fear River and the outfall at the Cape Fear River.
The project will require construction of an effluent pipeline and outfall in the Cape Fear River. The
County applied for an NPDES permit in November 2018, and a Draft Permit has been issued by
DWR. Discharge from the LPRO process using fresh surface water as the raw water source would
not be brine concentrate as from RO plants treating brackish water for desalinization. The County s
proposed location for discharging the concentrate (waste) is the Cape Fear River, downstream of
the Lock & Dam No. 1. This portion of the Cape Fear River is classified as C/Sw and is not used as a
public drinking water source. Preliminary estimates of discharge flow from the LPROFR1VeD
inni 27 2020
DCM WILMINGTON. NC

NWTP CAMA Narrative
January 27, 2020
Page 2
0.7 million gallons per day (mgd) (minimum day) up to 5 mgd (maximum day at capacity). The
County and CDM Smith have completed an Engineering Alternatives Analysis (EAA) for the
proposed project; pilot testing and analysis of source water and concentrate wastewater; a dilution
study in accordance with EPA technical guidance, including CORMIX modeling; and Whole Effluent
Toxicity (WET) testing. The County holds an NPDES permit (NC0057533) for discharge of filter
backwash from the NWTP into Hood Creek and will maintain this discharge for the conventional
treatment process. Coverage under SWG040000 (Linear General Permit) for the concentrate
discharge pipeline was approved by DEQ on 9/27/2019 (COC SWG04 040114), and a minor
modification to the WTP Stormwater Permit (SW8 091204) was approved by DEQ on 10/07/2019.
Erosion and sedimentation control permits have been approved (BRUNS-2020-016 and BRUNS-
2020-026), and other permits are under review.
Please contact us with questions or if additional information is required.
Sincerely,
=I /
Jason Hales
Wetland Scientist
CDM Smith
910-520-1832
halesjcPcdmsmith com
Attachments: Figure 1 - Vicinity Map
Figure 2 - Project Study Area Map
DCM MP1 Form
DCM MP2 Form
DCM MP3 Form
DCM MP4 Form
Cape Fear River outfall construction outline
Agent Authorization Form
Letters to adjacent waterfront landowners
Return receipts by certified mail
Work Plat
RECEIVED
ieni 2 7 2020
DCM WILMINGTON, NC

Brunswick County Northwest WTP
Cape Fear River Outfall Construction Outline
It is anticipated that the construction of the outfall structure will follow this sequence of work with the
following estimated timeline:
Mobilization and Cofferdam (Sheet Pile) Installation (Up to 4 Week Duration)
o Launch two barges (one for the crane and one for the sheet piling materials) from the
Cape Fear Boat Works to the project site. The approximate barge dimensions will be
approximately 40 ft by 60 ft or 40 ft by 80 ft.
o Commence installation of cofferdam (likely sheet piles) from two barges within the river
on downstream side of the cofferdam for the proposed outfall structure and
mechanically stabilized earth (MSE) wall as shown on the drawings.
o Sheet piles to be driven or vibrated from a crane on the barge (up to 3 weeks of
vibration causing activities).
o Install internal bracing within the sheet pile wall (up to 1 week of internal bracing
installation).
o The final layout of the cofferdam is to be designed and completed by the Contractor's
Design Engineer.
HDD Installation (Up to 4 Week Duration — Up to 8 Weeks Total Schedule)
o Leave both barges on downstream side of cofferdam during this phase of work.
o On land, complete pilot hole drilling (up to 1 week).
o On land, complete 2 to 3 HDD reaming passes (up to 2 weeks).
o During 2"d week of reaming activities, begin to fuse HDPE pipe on land (up to 1 week) for
HDD and string out in river (i.e., float the pipe) along near -shore bank the day prior to
pullback. Tie pipe string to the bank overnight outside of navigational channel and
attach other end securely to one of the barges.
o During pullback (1 day activity (12 to 16 hours)):
• String pipe out in river. During the pullback, the pipe will extend approximately
halfway across the width of the river and up to 1000 ft downstream.
• Equip original barge crane with pipe sling to transition HDPE pipe into HDD
borehole. HDPE pipe to have between 50 and 100 ft radius of curvature from
river to transition into borehole. The final layout to be designed by Contractor's
Design Engineer.
If necessary, mobilize crane or excavator to second barge equipped with pipe
slings prior to pullback during reaming to transition pipe into borehole.
Mobilize small tug boat or small boat to site priorto pullback to during reaming
to hold end of pipe in place during pullback to prevent "whipping" effect of
pipe.
• Pipe Installation and Outfall Construction (Up to 4 Week Duration— Up to 12 Weeks Total
Schedule)
o Leave two barges on downstream side of cofferdam during this phase of work.
o Dewater within the cofferdam concurrently with excavation discussed below.
o Excavate and install pipeline within the cofferdam from the manhole structure on land
to the outfall structure in the river (up to 1 week).
o Install 4 H-Piles within the cofferdam for the outfall structure (up to 2 davNECEIVED
o Construct the cast -in -place outfall structure onto the piles (up to 2 weeks).
Inns 27 2020
DCM WILMINGTON, NC

o Install scour protection (riprap, bedding stone and geotextile) within the cofferdam
footprint (up to 3 days).
• Complete Installation of MSE Wall and Backfill to Manhole Structure on Land (Up to 4 Week
Duration — Up to 16 Weeks Total Schedule)
• Cofferdam Removal and Demobilization (Up to 2 Weeks — Up to 18 Weeks Total Schedule)
o Remove cofferdam within river using vibratory hammer and cut-off sheet piles as shown
on drawings (up to 2 weeks of vibration causing activities).
o Return barge to Cape Fear Boat Works from the project site.
It is anticipated that approximately 4 to 6 months will be needed for construction within the river due to
the coordination between the land and river work. It should be noted that the final construction
sequence and timeline will be dependent upon the Contractor's proposed means and methods.
Permitted time frame for work within the Cape Fear River will be specified to the Contractor in the
Contract Documents upon permit approval.
RECEIVED
.IAN 27 2020
DCM WILMINGTON, NC

DCM M!-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner information
Project Name (if applicable)
Business Name
Northwest Water Treatment Plant Expansion
and Upgrades
Brunswick County Public Utilities
and Concentrate Discharge Pipeline
Applicant 1: First Name
MI
Last Name
John
Nichols
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PC Box
City
State
249
Bolivia
NC
ZIP
Country
Phone No.
FAX No.
28422
USA
910-253-2657
ext.
-
StreetAddress(if different from above)
City
State
ZIP
250 Grey Water Road NE
Supply
NC
28462-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
CDM Smith
Agent/ Contractor 1: First Name
MI
Last Name
Jason
Hales
Agent/ Contractor 2: First Name
MI
Last Name
Kelly
Boone
Mailing Address
PO Box
City
State
5400 Glenwood Avenue, Suite 400
Raleigh
NC
ZIP
Phone No. 1
Phone No. 2
27612
910 - 520 -1832 ext.
919 - 325 - 3508 ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
RECEIVED
[e-mail]
<Form continues on back>
7 2020
DCM WILMINGTON, NC
X. 5'l.-aU8-2110II .. 1-888-411COASI` .i ww w.nc coas to l naan.age me lit. net.

Form DCM MP-1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Brunswick
3954 Clearwell Drive NE
NS-99044
Subdivision Name
City
State
Zip
Leland
NC
28451 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
910 - 253 - 2680 ext.
a. In which NC river basin is the project located?
b. Name of body ofwater nearest to proposed project
Cape Fear
Cape Fear River, Hood Creek, Bay Branch
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Cape Fear River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
767 ft - outfall tract - Parcel #00600015
4,033,241 - entire project area
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal waterlevel)
(lf many lot sizes, please attach additional page with a list)
0-25 ® NHW or ❑NWL
e.
Vegetation on tract
Forested uplands along the raw water main, at the water treatment plant and along the proposed concentrate discharge
pipeline corridorthat contain immature stands of loblolly pine, long leaf pine, water oak, sweet gum, red maple and tulip
poplar. Adjacent to the Cape Fear River are stands of mature red oak species and loblolly pines. The wetland areas contain
high pocosin, bay forest, coastal plain small stream swamp and emergent habitats. The high pocosin has a dense
undergrowth of fetter -bush, large gallberry, ink berry and blueberry with a sparse canopy of loblolly pine, pond pine and
laurel bay. The bay forest contains a sparse understory with thick greenbrier and a dense canopy of young red maples,
loblolly pine and sweet gum. The coastal plain small stream swamp consists of mostly hardwood trees including black gum,
water oaks, red maples, along with some cane, and ferns. The emergent wetlands contain species of rush and various
grasses. The remaining portion of the alignment is outside of wetlands, and the property consists of wooded land and
residences. The wooded land consists of planted pine species, ranging from approximately twenty years to forty years in age
with an open to moderately dense understory of young pine trees and oaks.
f.
Man-made features and uses now on tract
The current water treatment plant, paved roadways, maintained right-of-ways, utility lines, residences, silviculture and
undeveloped land.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Habitat and land use types adjacent to the proposed project site include paved roadways, maintained right-of-ways, utility
lines, residences, uplands, wetlands, streams and the Cape Fear River.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
RR - Rural Low Density Residential
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes JWqqVED
If yes, by whom? FEB 11 2020
2 !i 7,80 A-2R07,t .. 1-8t33-4fiC0/\S'Y .. www.nccoas Salmaua ge me n P11e

Form DCM MP-1 (Page 4 of 6)
APPLICATION for
Major Development Permit
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? []Yes ®No
(iii) If yes to either(!) or (it) above, has a delineation been conducted? ®Yes []No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On -site sanitary waste at the Northwest WTP is disposed through septic system. Filter backwash from the water treatment
process is discharged into Hood Creek.
o. Describe existing drinking water supply source.
LCFWASA water main (water from the Cape Fear River); water is treated at the Northwest WTP
p. Describe existing storm water management or treatment systems.
Existing Stormwater Permit for Northwest WTP is SW8 091204. Minor modification for Northwest WTP Stormwater Permit was
approved by DEQ on 10/07/2019. Coverage under SWG040000 (Linear General Permit) for the concentrate discharge
pipeline was approved by DEQ on 9/27/2019 (COC SWG04 040114). Northwest WTP site will still meet requirements for
low -density classification.
S. Activities and Impacts
a. WII the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Brunswick County Public Utilities is expanding its Northwest Water Treatment Plant (NWTP) from 24 million gallons per day
(mgd) to 45 mgd and upgrading its treatment process to include advanced treatment (low-pressure reverse osmosis) to
remove perfluorinated compounds (i.e., Gen X) and other emerging contaminants found in its raw water supply. Construction
of an outfall at the Cape Fear River is required to dispose of water from the treatment process.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction for the existing NWTP site, the new raw water main, the new discharge pipeline and the discharge at the Cape
Fear River will use standard construction procedures. Equipment to be used includes trenching equipment, trackhoes,
bulldozers, dump trucks, cranes, barges in the river, pile driving equipment, directional bore equipment, paving equipment,
and tree clearing equipment. Mats will be used in areas of planned temporary wetland impacts.
d. List all development activities you propose.
Work at the Northwest Water Treatment Plant site includes additional rapid mixers and filters, with an upgraded clarifier, a new
low pressure reverse osmosis facility, a new chlorine control and storage building, residuals handling facilities improvements
and associated facilities and site improvements. All work at the water treatment plant will occur outside of jurisdictional areas.
The project also includes approximately 1,800 feet of new 36-inch raw water pipeline from the water treatment plant to
connect to an existing raw water main. This raw water main will cross two unnamed tributaries of Hood Creek with adjacent
wetlands with open -cut construction. The project also includes the construction of approximately 4 miles of new pipeline to
convey concentrate from the reverse osmosis process at the water treatment plant for discharge to the Cape Fear River. The
4-mile concentrate pipeline will be constructed primarily along road right-of-ways. This 4-mile pipeline crosses four wetland
areas with a combination of open -cut construction and horizontal directional drilling where it is practicable. The outfall at the
Cape Fear River will be constructed with excavation using a cofferdam. A detailed construction outline describing the
materials and methods for the Cape Fear River outfall is attached.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 33 RMfeE Ar�peres
Cyr VV CC UU
g. WII the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No
that the public has established use of? F
11 2020
2r;'L-a0a-2an7{ .. 1-888-4RCOASI .. www.tic coastalmar4C$kYJ4M!NAT0N,NC

Form DCM MP-1 (Page 5 of 6)
APPLICATION for
Major Development Permit
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing discharge into Hood Creek will be maintained. Discharge to the Cape Fear River is proposed.
1. Will wastewater or stormwater be discharged into a wetland?
If yes, will this discharged water be of the same salinity as the receiving water? ®Yes ❑No ❑ NA
j. Is there any mitigation proposed? LJYes DgNo UNA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Hooper Hill Land Company Inc. Phone No.
Address 287 Chelsea Blvd,Plainfield, NJ 07062-1704
Name Bluffs on the Cape Fear PDA Inc. Phone No.
Address PO BOX 3728,Pinehurst, NC 28374-3728
Name James Z. Godwin II Phone No.
Address 1207 Castle Hayne Rd, Wilmington, NC 28401
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit SWS 091204 (DWR, 100/19) Stormwater Permit SVVG04 040114 (DWR, 9/27119)
Erosion and Sedimentation Control BRUNS-2020-016 (DEMLR, NPDES Permit # NCO057533 (2/2812018).
915119) and BRUNS-2020-026 (DEMLR, 10/29119)
h. Signed consultant or agent authorization form, if applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit. P�EIVED
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal r v agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project. FEB 11 2020
1 further certify that the information provided in this application is truthful to the best of my knowledge.
NC
2 5 2 - 8 0 8 1808 .. 1 - 3 U 8 - 4 It G 0 A S I .. w w w. it c r. 0a s t a a l in a n a g c m e n t. n et

Form DCM MP-1 (Page 6 of 6)
APPLICATION for
Major Development Permit
Date / Print Name ac/S �3--\
Signature
Please indicate application attachments pertaining to your pro sed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
?42-808 y.008 ., I 888-41MOA61 ., www.uccu:rs:t:almannyerncrit.uet

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
20
Width
30
Avg. Existing
NA
NA
10
Depth
Final Project
NA
NA
10
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sand, silt and clay river sediment.
15
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
Installation of discharge pipe and protective structure.
d. High -ground excavation in cubic yards.
32
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
Temporary storage on barge and adjacent uplands onsite
within the construction easement. Upland disposal area will
be located within the limits of disturbance shown on (sheet
C-CP-27, Plan set 2 of 2).
c. (i) Do you claim title to disposal area?
❑Yes ❑No RNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL RNone
(ii) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
50' x 50'
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No RNA
(it) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes RNo ❑NA
(ii) If yes, how much water area is affected?
RECEIVED
FEB 11 2020
252-808-21108 :: 1-838 4rtCOAS'r :: www.ncroasPalrna nagement.net INGTGNnvNCti: 14�2A'6!0 f

FA)Yhf3 UGM WIP-a'. (Excavation and fill, Patio 2 of 3)
Temporary storage. Materials to be placed back into Cape Fear
River at excavation location.
❑Bulkhead ®Riprap ❑Breakwater/Sill ®Other:
VNdth: 30
Maccaferri Terramesh System with Green Face (Gabion Wall)
—
c. Average distance waterward of NHW or NWL: 3
d. Maximum distance watenvard of NHW or NWL: 10
e. Type of stabilization material:
f. (i) Has there been shoreline erosion during preceding 12
Maccaferri Terramesh System with Green Face (Gabion Wall)
months?
above and near NHW. Rip rap near and below NHW.
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material.
Bulkhead backfill Riprap
Gabion Wall.
Breakwater/Sill Other 100
I. Source of fill material.
Quarry
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouaht to the site? ❑Yes ❑ No ❑ NA b. (11 Will fill material be placed in coastal wetlands/marsh (CM.
If yes,
(11) Amount of material to be placed in the water 10 cubic
yards
(ill) Dimensions of fill area 29 x 30'
(iv) Purpose of fill
Outfall structure protection.Crushed stone and Class B rip
rap.
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WIL ®None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. Mat type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
A cofferdam will be constructed to isolate the work area in the river. A detailed construction outline describing the materials and
Excavated material will stored on barges or the adjacent methods for the Cape Fear River outfall is attached.
uplands onsite. Standard sediment erosion control procedures
will be used.
C. (i) VNII navigational aids be required as a result of the project? d. (i) VVill wetlands be crossed in transporting equipment to project
®Yes ❑No DNA site? ❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
Possibly. If required by Coast Guard Sector North
Carolina.
RFC:FI\/FD
FEB 11 2020
(11) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
0,11 work at the WfP will be constructed in upland areas, stream and
wetland crossings are necessary for the raw water main and
discharge pipeline. The pipeline was designed to follow road
right-of-ways to minimize impacts to streams and wetlands.
Horizontal directional drilling will be used to avoid impacts to
21i2-li0R-280f1 :: 143a6-�&F I":: WWW,n.c .-tn jfgQ.TIQN"-NC r-_ n ed: 1'A!i 7G'06

i" L rin L?t>IUi iltit'%-+? (Izxctav:ltiokt solid till, t'afllo 3 of 3)
Date
Northwest Water Treatment Plant Expansion and Upgrades and
Concentrate Discharge Pipeline
Project Name
Jason Hales
Applicant N i e
Applicant iature
streams and wetlands where practical. Erosion and
sedimentation control measures will be used throughout the
project to prevent sediment from reaching downstream waters
and wetlands. Mat will be used in areas of planned temporary
impacts.
RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
is-•;6U-'l SOU :: 9-RUN-61WOA`A :: wow W. nc c. nast:d to it nacleme nt. 11 et rem'ed: 0126lOti

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
I GENERAL UPLAND DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures
proposed.
Northwest Water Treatment Plant site work includes
additional rapid mixers and filters, with an upgraded
clarifier, a new reverse osmosis facility, a new chlorine
control and storage building, residuals handling facilities
improvements and associated facilities and site
improvements. The project also includes the
construction of approximately 1,800 feet of 36-inch raw
water pipeline from the existing raw water main,
approximately 4 miles of discharge pipeline to the Cape
Fear River, and the outfall at the Cape Fear River.
New structures: 7
• Reverse Osmosis Building including Electrical Building
Chlorine Building
Covered Vehicle Storage Canopy
Chemical storage and feed facilities
• Emergency generator
• Filter equalization tank
Expanded structures: 4
• Filters (adding filters)
• Rapid Mix Basin and flow splitter box (abandoning
existing and replacing)
• Residuals thickener (adding one thickener)
Plant road and parking areas
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(if) If yes, list the date submitted: WTP permit: submitted
8/20/19 and approved 9/5/19 (BRUNS-2020-016).
Concentrate discharge pipeline permit: submitted
10/9/19 and approved 10/29/19 (BRUNS-2020-026).
b. Number of lots or parcels.
N/A
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
33 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, asphalt pavement (replacement of existing
pavement only). marl and class B rip rap along pipeline
route, plus buildings/structures at WTP site.
RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
%i2.Ito a-2aet12 :: 1-888 4000A", I :r wwvd.nccoasta l rnaoailemont•net reviseei:

Forti'l 0CM IA w $ (Uplctind Oervelot)rrae nt, Page 2 of 2)
g. Give the percentage of the tract within the coastal shoreline AEC to h.
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
—2% (96,808 sqft)
j. Describe proposed method of sewage disposal.
Septic system.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Discharge into Cape Fear River.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
LCFWASA raw water main (water from Cape Fear River);
water is treated at Northwest WTP
o. When was the lot(s) platted and recorded?
N/A
///,Zo2J
Date
Northwest Water Treatment Plant Expansion and Upgrades and
Concentrate Discharge Pipeline
Project Name
Jason Hales
Applicant Nar
Applic�ature /
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: Coverage under
SWG040000 (Linear General Permit) for the concentrate
discharge pipeline was requested and was approved by
DEQ on 9/27/2019 (permit COC SWG04 040114).Existing
Stormwater Permit for Northwest WTP SW8 091204. Minor
modification was approved by DEQ on 10/7/2019.
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
252-308N 2808 c 1-988-4RGr)AS1 :; irvww.ncr_oastalmcar.rg<rrumrt.n,at revised: -ill 26!06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑Public/Government ❑Private/Community
NThis section not applicable
b. (i) Will the facility be open to the general public?
❑Yes []No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ❑Yes ❑No
(ii) Number
If yes:
(III) Length
(ii) Number
(iv) Width
(iii) Length
(v) Floating ❑Yes ❑No
(iv) Width _
(v) Floating ❑Yes ❑No
e. (1) Are Platforms included? ❑Yes ❑No
f. (1) Are Boatlifts included? ❑Yes ❑No
If yes:
If yes:
(ii) Number
(ii) Number
(III) Length
(III) Length
IN) Wdth
(iv) Wolin
(v) Floating []Yes ❑No
Note: Roofed areas are calculated from ddpline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(n) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
El Open water; dredging for basin and/or channel
El Open water; no dredging required
El Other; please describe:
k. Typical boat length:
m. (i) Will the facility have tie pilings?
❑Yes ❑No
(ii) If yes number of tie pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (1) Will the facility be open to the general public?
❑Yes ❑No RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
2J,t 8UR 21108 :: 'I-888-4RGOAST :: vvvvvv.nccoastalmanagemcnit.net revised: 97/27/06

Fo5"al RXIVI UIP-AE (Structures, Page 1 of R)
2. DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
C. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (1) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of"Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
RECEIVED
m. Is the marina/docking facility proposed within a primary or secondary nursery area? FFB 11 2020
[]Yes ❑No
DCM WILMINGTON, NC
2,57-II08-2808 :: 'i-883A.RCOA&f :: wvdw.ncco:astnluinnattcarxeaB.neT rovis(,J: ; i ^7 OG

FOli`r'r't DC11111 iV140.,41 (,Strto trues, P aUe 3 of /E)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑sB
❑WL []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (1) Is the boathouse structure (a):
❑Commercial ❑Public/Government ❑Private/Community,
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dhpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (1) Number
(n) Length _
(ill) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Isthe structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
RECEIVED
FEB 11 2020
DCM WILMINGTON, NC
2'i `l.-Utf tt-22i09 :: 9-8811-41[HIIMt,ST :: r€ Vi&ed: 1:1 '11:iHI

it-'o `lil f)GIV1 @BP- (34r lctrrros, pt)g, 4 of,3)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
15' N/A
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
—250'
e. (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(ii) If yes, explain what type and how they will be implemented.
Possibly. If requried by Coast Guard Sector North
Carolina.
d. Water depth atwaterward end of structure at NLW or NWL
20'
8. OTHER ❑This section not applicable
a. Give complete description:
The project includes the installation of an 18-inch diameter outfall pipe with protection below NHW line the Cape Fear River.
The outfall pipe will be reduced to 8-inches in diameter at the end prior to discharge. Construction will include upland
excavation and bank stabilization, horizontal directional drilling (HDD) and in -water excavation using a cofferdam.The
dimensions of the outfall protection area is approximately 30' wide by 50' long. The portion above NHW is approximately 30'
wide by 30' long. The portion below NHW is approximately 30' wide by 20' long. The portion below NHW will include rip rap
and a cast in place concrete frame at the end of the outfall pipe (Sheet S-1 and S-2, Plan set 2 of 2).The frame is
approximately 6' wide by 13' long by T tall. Approximately 100 feet of temporary sheet pile will be used for the outfall
installation. A site plan and a detailed construction outline describing the materials and methods for the proposed ouffall and
HDD is attached.
Date
Northwest Water Treatment and Expansion Project
Project Name
Jason Hales
ApplicarqWame
AdpriWt Signature
!/�� RECEIVED
FEB 1 t '
DCM WIi.MIN-- ...
252 1108-21108 :: 1. MI-d ICOA51:: 92 : 7'06

ROY COOPER
Governor
NORTH CAROLINA
Environmental Quality
February 19, 2020
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice in Brunswick County
• Brunswick County Public Utilities
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division ojCoasml Management
Hello Angie: Please publish the attached Notice in the Sunday, February 23, 2020 issue.
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal
Management, 127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226. Paying by credit card to the
attention of Jarimy Springer.
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
q
cerely,q
Pietila
Peg Support & Customer Assistance
cc: MHC — Gregg Bodnar
WIRO File
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the CAMA: On February 11, 2020, Brunswick County Public Utilities
proposed to expand & upgrade the Northwest Water Treatment Plant facilities adding a low pressure
reverse osmosis upgrade to the existing treatment process to remove perjluorinated compounds (GenX)
& emerging contaminants found in raw water supply, with a new water discharge oulfall on the Cape
Fear River at 3954 Clearwell Dr. NE, adjacent to Cape Fear River, in Leland, Brunswick County. A
copy of the application can be examined or copied at the office of Tara MacPherson, N.C. Dept. of
Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC
28405, (910-796-7266) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to March 15, 2020 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice
of the permit decision in these matters will be provided upon written request.

ROY COOPER
Governor
NORTH CAROLINA
Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS February 18, 2020
Director Mr. Jason Hales
CDM Smith
5400 Glenwood Avenue, Suite 400
Raleigh, NC 27612
Dear Mr, Hales:
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for Brunswick
County Public Utilities, for State approval for expansion and upgrade of The Northwest Water Treatment Plant facilities,
located at 3954 Clearwell Drive NE Street Leland, NC, including the installation of a new 36 inch raw water pipeline
inch force main and the installation of a new 18 inch pipeline to discharge into the Cape Fear River. It was received on
February 11, 2020, and appears to be adequate for processing at this time. The projected deadline for making a
decision is April 26, 2020. An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated above, you should
consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended
review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from February 11, 2020 you may request a meeting
with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a
meeting will be held within five working days from the receipt of your written request and shall include the property
owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can be observed from
a public road. Some examples would be: Nailing the notice card to a telephone pole or tree Plong the road right-of-
way fronting your property; or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Sincerely,
Tara MacPherson
District Manager
Enclosure
cc: Greg Bodner, DCM USACE Robb Mairs, DWR
Connie Marlowe, LPO John Nichols, Applicant
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

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Name of Property Owner Requesting Permit: Brunswick County Public Utilities
Mailing Address: P O Box 2A9
Phone Number: (910) 253-26S7
••• •ll 1 1• ' • \ • RR 1 4•
I certify that I have authorized CDM Smith ,
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Northwest Water Treatment
Plant
in Brunswick County.
I furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner information:
1- W
Signature
John Nichols
Print or Type Name
Director of Utilities
Title RECEIVED
01 / Date
/ 2020 IAN 2 7 2020
DCM WILMINGTON, NC
This certification is valid through 12 /__.Il / 2020

Name of Property Owner Requesting Permit: Brunswick County Public Utilities (County)
Mailing Address: P O Box 249
Phone Number: (910) 2s3-2657
No.is • it 1 M . RRumk .a
I certify that I have authorized CDM Smith
Agent / Contractor
to act on behalf of the County, for the purpose of applying for and obtaining all CAMA
permits necessary for the following proposed development:
Northwest est Water Treatment Plant Concentrate Discha[ge Pipeline
at a property located between the northern end of Hooper Road NE. Leland NC 28451,
and the Cape Fear River Property ID# 9951119 60 96 acres N/F James Z. Godwin 11
in Brunswick County.
Pursuant to NC General Statute 40A-11, the County has provided written notification, to
the property owner of record, of intentions to enter onto the property for the purposes of
making surveys, borings, examinations, and appraisals as necessary to pursue this
project. Likewise, Division of Coastal Management staff, the Local Permit Officer and their
agents may enter on the aforementioned lands in connection with evaluating information
related to this permit application.
Property Owner Information:
llgllL
Signature
John Nichols
Print or Type Name
Director of Utilities
Title
_ 1 1 09 / 2020
Date
RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

This certification is valid through 12 / 31 / 2020
§ 40A-11. Right of entry prior to condemnation.
Any condemnor without having filed a petition or complaint, depositing any sum or taking any
other action provided for in this Chapter, is authorized to enter upon any lands, but not structures, to
make surveys, borings, examinations, and appraisals as may be necessary or expedient in carrying out
and performing its rights or duties under this Chapter. The condemnor shall give 30 days' notice in
writing to the owner at his last known address and the party in possession of the land of the intended
entry authorized by this section.
Entry under this section shall not be deemed a trespass or taking within the meaning of this
Chapter, however, the condemnor shall make reimbursement for any damage resulting from such
activities, and the owner is entitled to bring an action to recover for the damage. If the owner recovers
damages of twenty-five percent (25%) over the amount offered by the condemnor for reimbursement
for its activities the court, in its discretion, may award reasonable attorney fees to the owner. (1981,
c. 919, S. 1.)
RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

RIPARIAN NOTIFICATION FOR CAMA MAJOR
PERMIT APPLICATION
Brunswick County Public Utilities
250 Grey Water Road NE
Supply, NC 28462
Certified Mail — Return Receipt Requested
1rc"0101
Bluffs on the Cape Fear POA Inc.
PO BOX 3728
Pinehurst, NC 28374-3728
Bluffs on the Cape Fear POA Inc:
Brunswick County Public Utilities is applying for a Coastal Area Management Act (CAMA)
Major permit to expand its Northwest Water Treatment Plant (NWTP) in Leland, NC. The
project includes upgrades and expansion at the NWTP site; a raw water transmission main from
the existing Lower Cape Fear Water and Sewer Authority raw water main to the NWTP; a
concentrate discharge pipeline; and an outfall to the Cape Fear River. The specifics of the
proposed work are described in the enclosed application forms and drawings.
Whereas you are the owner of riparian (riverfront) property adjacent to the proposed outfall at
the Cape Fear River, I am required to notify you of the development in order for you to have
opportunity to comment on this proposal. Please review the attached permit application and
drawings.
Should you have any comments on this proposal, please send your written comments to North
Carolina Division of Coastal Management District Manager Tara MacPherson, Wilmington
District, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within 30 days of your
receipt of this notice. Such comments will be considered by the Division in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be
considered as no objection. if you have any questions on this project, please call me at 910-520-
1832, or e-mail me at hales)caj),cdmsmith.com.
Sincerely,
=� I
Jason Hales
Wetland Scientist
CDM Smith
RECEIVED
JAN 2 7 202q
DCM WILMINGTON, NC

RIPARIAN NOTIFICATION FOR CAMA MAJOR
PERMIT APPLICATION
Brunswick County Public Utilities
250 Grey Water Road NE
Supply, NC 28462
Certified Mail — Return Receipt Requested
1 /6/2020
Hooper Hill Land Company Inc.
287 Chelsea Blvd
Plainfield, NJ 07062-1704
Hooper Hill Land Company Inc:
Brunswick County Public Utilities is applying for a Coastal Area Management Act (CAMA)
Major permit to expand its Northwest Water Treatment Plant (NWTP) in Leland, NC. The
project includes upgrades and expansion at the NWTP site; a raw water transmission main from
the existing Lower Cape Fear Water and Sewer Authority raw water main to the NWTP; a
concentrate discharge pipeline; and an outfall to the Cape Fear River. The specifies of the
proposed work are described in the enclosed application forms and drawings.
Whereas you are the owner of riparian (riverfront) property adjacent to the proposed outfall at
the Cape Fear River, I am required to notify you of the development in order for you to have
opportunity to comment on this proposal. Please review the attached permit application and
drawings.
Should you have any comments on this proposal, please send your written comments to North
Carolina Division of Coastal Management District Manager Tara MacPherson, Wilmington
District, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within 30 days of your
receipt of this notice. Such comments will be considered by the Division in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be
considered as no objection. If you have any questions on this project, please call me at 910-520-
1832, or e-mail me at halesjc@,cdmsmith.com.
Sincerely,
Jason Hales
Wetland Scientist
CDM Smith
RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

RIPARIAN NOTIFICATION FOR CAMA MAJOR
PERMIT APPLICATION
Brunswick County Public Utilities
250 Grey Water Road NE
Supply, NC 28462
Certified Mail — Return Receipt Requested
1 /6/2020
James Z. Godwin II
1207 Castle Hayne Rd
Wilmington, NC 28401
James Z. Godwin II:
Brunswick County Public Utilities is applying for a Coastal Area Management Act (CAMA)
Major permit to expand its Northwest Water Treatment Plant (NWTP) in Leland, NC. The
project includes upgrades and expansion at the NWTP site; a raw water transmission main from
the existing Lower Cape Fear Water and Sewer Authority raw water main to the NWTP; a
concentrate discharge pipeline; and an outfall to the Cape Fear River. The specifics of the
proposed work are described in the enclosed application forms and drawings.
Whereas you are the owner of riparian (riverfront) property adjacent to the proposed outfall at
the Cape Fear River, I am required to notify you of the development in order for you to have
opportunity to comment on this proposal. Please review the attached permit application and
drawings.
Should you have any comments on this proposal, please send your written comments to North
Carolina Division of Coastal Management District Manager Tara MacPherson, Wilmington
District, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845, within 30 days of your
receipt of this notice. Such comments will be considered by the Division in reaching a final
decision on the application. No comment within 30 days of your receipt of this notice will be
considered as no objection. If you have any questions on this project, please call me at 910-520-
1832, or e-mail me at hales)c(a)cdmsmith.com.
Sincerely,
RECEIVED
Jason Hales
Wetland Scientist
CDM Smith
JAN 27 2020
DCM WILMINGTON, NC

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RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

Complete items 1, 2, and 3.
Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mallpiece,
or on the front if space permits.
Article Addressed to:
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Form 3811, July 2015 PSN 753042•C
:ompiete Items 1, 2, and 3. A. tiignature
'rant your name and address on the reverse x
;o that we can return the card to you.
Watch this card to the back of the mallpiece, B. Received by (Panted Name)
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Form 3811, July 2015 PSN 7530-02-000-e053
Domestic Return Receipt
RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

USPS Tracking® FAGis >
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Your item was delivered to an individual at the address at 5:54 pm on January 11, 2020 in
PLAINFIELD, NJ 07062.
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m
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DCM WILMINGTON, INC

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RECEIVED
JAN 2 7 2020
DCM WILMINGTON, NC

Leland
`•`ilC(ks o;II ,Butte
RECEIVED
--- N
JAN 2 Figure 1. Project Vicinity map
7 2020 Northwest WTP Expansion Site
Brunswick County, North Carolina
DCM WILMINGTON, NC CDM Project No. 232662
CPM 0 1 2 4 6 8 10
S
Miles

f > Impact S1 (at stream PS-1, Cape Fear River)
Permanent Impact (bank stabilization)
'^ (Plan sheet C-CP-27,-28)
' Impact OW 1 and OW2 (at stream name: PS-1, Cape Fear River)
Temporary Impact (stringing pipe in river for HDD) - Impact OW1 _
Permanent Impact (outfall - installed by cofferdam) - Impact OW2 •`;.
(Plan sheet C-CP-27,-28)
Yl W2
Temporary Impact r `I
/ HDD bore pit and staging area
.rf (Plan sheet C-CP-25) `
Y "I
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�` o° b crossing with HDD
Permanent Impact (conversion) �� Y g )
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(Plan sheets C-CP 10 11) � ��,�
W12and W73 .. �3' 1l. :• ". `-76'.�
Permanent Impact (conversion)
Crossing by concentrate pipeliner
(Plan sheets C-CP-7,-8) -.q• ����r k
r
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ii Impact S2 and W22 Legend
Stream name: IS-4 (UT to Hood Creek)
Temporary Impact - crossing by raw water main -;,Northwest WTIP
(Plan sheet C-RW-3) (no impact to W21)
Ir Line
mpact S3 and W24
-,._Stream name: IS-5 (UT to Hood Creek) S :.•
F Temporary Impact - crossing by raw water main
•-}, (Plan sheet C-RW-2) (no impact to W23) . 'Disturbance •
r
=-,a No impact (W25)` Concentrate
(Plan sheet C RW-2).
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NORTH CAROLINA
Environmental Oualiti
February 19, 2020
MEMORANDUM
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
gregg.bodnar(a)NCDENR.gov
SUBJECT: CAMA / Dredge & Fill Application Review
Applicant: Brunswick County Public Utilities
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Project Location: 3954 Clearwell Drive NE adjacent to Cape Fear River, in Leland,
New Hanover County
Proposed Project: Proposal to expand and upgrade the Northwest Water Treatment Plant facilities,
adding a low pressure reverse osmosis treatment to remove perfluorinated
compounds (GenX) & emerging contaminants found in raw water supply, with a new
water discharge outfall on the Cape Fear River.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Grepg Bodnar at the address above by March 15, 2020. If you
have any questions regarding the proposed project, contact Tara MacPherson at [phone]
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
State ofNorth Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

Major Permit Fee Schedule
Project Name: $"'vsvrcic CoK.'JTy
PL&QuC- (A-nu-rlEs
A/ov.pwrsT WAT6-R
.�-
County: 3aU.�sw«K
Is
Check No & Amount: t 47 5
418464
Development Type
Fee
DCM %
DWQ %
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250) -
0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
111. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A, 6, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
III(D). If General Water Quality
Certification No. 4175 cannot be applied:
$400
60% ($240)
40% ($160)
IV. Development that involves the fillin
and/or excavation of more than one a
$475
60% ($285)
40% ($190)
of wetlands and/or open water are s:
•.