WQ0029945_Final Permit_20240301

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
DAVID M. MOHR, PE — COO
ONSLOW WATER AND SEWER AUTHORITY
228 GEORGETOWN ROAD
JACKSONVILLE, NORTH CAROLINA 28540
Dear Mr. Mohr,
NORTH CAROLINA
Environmental Quality
March 1, 2024
Subject: Permit No. WQ0029945
Summerhouse Wastewater
Reclamation WWTP
High -Rate Infiltration System
Onslow County
In response to your permit major modification request received on September 7, 2023, and
subsequent additional information received on December 22, 2023, we are forwarding herewith Permit No.
WQ0029945 dated March 1, 2024, to Onslow Water and Sewer Authority for the construction and operation
of the proposed modifications, the continued operation and subsequent abandonment of select existing
wastewater treatment facilities, and the continued operation of select existing wastewater treatment and
high -rate infiltration facilities.
Modifications to the subject permit are as follows:
➢ The Division has approved the proposed modifications to the existing wastewater treatment
headworks, the replacement of the existing membrane bioreactor (MBR) and ultraviolet (UV)
disinfection systems in Trains 1, 2, 3, and 4 with two standalone MBR tanks and two standalone
UV disinfection channels, and the removal of the existing odor control facility.
➢ The Division has increased the permitted monthly average flow to 180,142 gallons per day
(GPD) from 100,142 GPD. This is based on the partial Engineering Certification received on
June 30, 2021, which certified the disposal capacity of Basin 1 to be 80,000 GPD.
This permit is effective from the date of issuance through December 31, 2025, shall replace Permit
No. WQ0029945 issued on January 23, 2020, and is subject to the conditions and limitations therein. The
Permittee shall submit a renewal application no later than July 4, 2025.
Please pay attention to the monitoring requirements listed in Attachments A and B for they may
differ from the previous permit issuance. Failure to establish an adequate system for collecting and
maintaining the required operational information may result in future non-compliance.
D � North Carolina Department of Environmental Quality i Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH CAROLINA
'.'roMMm 0­; /I 919,707,9000

Mr. David M. Mohr, PE
March 1, 2024
Page 2 of 3
The Division has removed the following permit condition since the last permit issuance dated
January 23, 2020:
➢ Old Condition 1.1 — The Division has removed this condition because the Permittee has
completed this Compliance Schedule.
➢ Old Condition IL8 — The Division has removed this condition because the Permittee owns all
infiltration sites.
The following permit conditions are new or modified since the last permit issuance dated
January 23, 2020:
➢ Condition 1.1 — Upon completion of construction and prior to operation of the permitted
modifications, the Permittee shall submit an Engineering Certification from a North Carolina
licensed Professional Engineer. The Permittee shall submit the Engineering Certification via
the Non -Discharge online portal.
➢ Condition L3 — Prior to the operation of the modified facilities, the Permittee shall submit an
amended Operation and Maintenance Plan. The Permittee shall submit the amended Operation
and Maintenance Plan via the Non -Discharge online portal.
➢ Condition L4 — The Division has moved Old Condition VL5 from Section VI to Section I.
➢ Condition IL8 — The Division has revised the permitted setbacks to reflect the modified facility.
➢ Condition IIL6 — The Division has modified Old Condition IIL6 to include "The Permittee shall
take caution to protect the integrity of the infiltrative area."
➢ Condition IIL14 — The Permittee shall provide and maintain on -site an automatically activated
standby power source capable of powering all essential treatment units. If the Permittee
employs a generator as an alternate power supply, the Permittee shall test it weekly.
➢ Conditions IIL16, IV.6, IV.9, IV.10, and V.2 — The Division has modified the recordkeeping
duration in Old Conditions IIL15, IV.6, IV.9, IV.10, and V.2 from five years to eight years
because the next permit renewal will be for eight years per 15A NCAC 02T .0111(e).
➢ Condition IV.2 — The Division has modified Old Condition IV.2 to include "Parameters
measured on -site with in -line metering equipment are exempt from a Division -certified
laboratory analysis."
➢ Conditions IV.5.e and IV.5.f — The Division has modified Old Condition IV.5.e to specify both
"Continuous weekly, monthly, and year-to-date hydraulic (inches/acres) loadings." and
"Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B."
➢ Condition IV.10.e —The Division has modified Old Condition IV.10 to include the "Date and
results of the alternate power supply testing." in the maintenance log.
➢ Condition V1.10 —The Permittee shall pay an annual fee for each year of the term of this permit
pursuant to the schedule in G.S. 143-215.31)(a). The Permittee shall continue to pay annual
fees for any facility operating on an expired permit that the Division has not rescinded or
revoked.

Mr. David M. Mohr, PE
March 1, 2024
Page 3 of 3
This permit can be contested as provided in Chapter 150B of the North Carolina General Statutes
by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within 30 calendar days. Requirements for filing a Petition are set forth in Chapter 150B
of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Those
interested in filing may access additional information regarding the requirements for filing a Petition and
Petition forms at the OAH website or by calling the OAH Clerk's Office at [phone]. A parry filing
a Petition shall serve a copy of the Petition on the Department of Environmental Quality's Office of General
Counsel at 1601 Mail Service Center, Raleigh, NC 27699-1601. If the parry filing the Petition is not the
Permittee, then the party shall also serve the Permittee pursuant to G.S. 15013-23(a).
Included with this permit are Division -approved plans and specifications. If you need additional
information concerning this permit, please contact Zachary Mega at [phone] or
zachM.me ag`na,deq.nc.gov.
Sincerely,
�
Do�cuyySignedby-
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Onslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Daniel K. Peplinski, PE — McKim & Creed, Inc. (Electronic Copy)
Operator Certification Program (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
HIGH -RATE INFILTRATION SYSTEM PERMIT
Pursuant to the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Onslow Water and Sewer Authority
Onslow County
FOR THE
operation of a 180,142 gallon per day (GPD) wastewater treatment and high -rate infiltration facility
consisting of the:
construction and operation of the following wastewater treatment facilities: two mechanical drum screens
with 2 millimeter (mm) openings; a backflow preventer and connection to a potable water line on Twining
Rose Lane to serve the facility's non -potable water needs; an influent flowmeter measuring flow from the
Kings Creek Crossing Pump Station and the Summerhouse Drive Pump Station within the Summerhouse
development; four 530 gallon per minute (GPM) feed -forward pumps (and two uninstalled spares) moving
wastewater from the four individual 4,000 gallon coarse -bubble aeration basins (to be repurposed from four
4,000 gallon membrane tanks upon certification of the modified facility) to the four individual 10,347 gallon
chambers making up the two 20,695 gallon membrane bioreactor (MBR) tanks; four 399 cubic feet per
minute (CFM) process air blowers (and one uninstalled spare) serving the four existing 27,000 gallon fine -
bubble aeration basins and the four repurposed 4,000 gallon coarse -bubble aeration basins; two 20,695
gallon MBR tanks (with two 10,347 gallon chambers per tank) each consisting of two 193 GPM permeate
pumps (and one installed spare), a flowmeter, six 48.9 GPM stacks of thirty microfiltration modules, a 399
CFM scour air blower (and one installed spare), two 530 GPM return activated sludge (RAS) pumps serving
two of the four existing 13,000 gallon anoxic basins; a Micro-C supplemental carbon feed system located
in the on -site chemical building; two 5,280 gallon per hour (GPH) BioStrainer® side stream filtration units
(to be installed if the modified facility has issues with fats, oils, and grease); two ultraviolet (UV)
disinfection channels each with a dedicated and standby bank of 16 lamps; two turbidimeters (one to
monitor the effluent from Trains 1 and 2 and one to monitor the effluent from Trains 3 and 4); and all
associated piping, valves, controls, and appurtenances; the
continued operation and subsequent abandonment of the following existing wastewater treatment facilities:
two mechanical fine screens with 5 min openings; two 211 gallon hydropneumatic tanks; a 26 GPM non -
potable water pump located in the effluent pump station serving the headworks system; four drum screens
with 2 min openings; a 151 GPM permeate pump, a flowmeter, four stacks of ten 15 gallon per day per
square foot (GPD/ft2) microfiltration modules, a Membrane Operating System 313 CFM blower serving
each of the four 4,000 gallon membrane tanks (to be repurposed as coarse -bubble aeration basins upon
certification of the modified facility); a 268 CFM blower serving the biological process aeration for the four
44,000 gallon MBR basins; four UV disinfection chambers each with two lamps; an odor control facility;
a turbidimeter; and all associated piping, valves, controls, and appurtenances; the
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continued operation of a wastewater treatment system consisting of. an auxiliary manual bar screen with
one -inch spacings; a 2.4 million gallon per day (MGD) grit removal and dewatering system consisting of a
Eutek HeadCell®, a GritCup'm, and a SpiraSnailTM; an influent flowmeter measuring flow from the Jenkins
Street Pump Station; a 184,373 gallon aerated flow equalization basin with three 350 GPM variable -
frequency drive pumps, two 315 CFM blowers, and a 6 hp mechanical mixer; a flow splitter box; four
44,000 gallon MBR basins (Trains 1, 2, 3, and 4) each consisting of a 13,000 gallon anoxic basin with a
486 GPM recirculation pump, a mechanical mixer, and a flowmeter, a 27,000 gallon fine -bubble aeration
basin, a 4,000 gallon membrane tank (to be repurposed as a coarse -bubble aeration basin upon certification
of the modified facility) with a 576 GPM mixed liquor suspended solids/waste activated sludge
(MLSS/WAS) pump, a chemical clean -in -place (CIP) system consisting of a sodium hypochlorite feed
system and a citric acid feed system located in the on -site chemical building; two 129,400 gallon aerobic
digesters with a 300 GPM sludge pump, two 6 hp mechanical mixers, and three 460 CFM blowers; a back-
up sodium hypochlorite feed and storage system for maintaining a chlorine residual and a total residual
chlorine analyzer for monitoring and controlling residual chlorine concentrations; an automatically
activated standby generator; an effluent flowmeter; and all associated piping, valves, controls, and
appurtenances; and the
continued operation of a 180,142 GPD high -rate infiltration system consisting of. a 9,547 gallon effluent
pump station with duplex 400 GPM pumps and audible/visual high-water alarms; an on -site non -potable
water hydropneumatic pressure maintenance system and distribution pipe network; an operator control
building with an analytical laboratory; a 2.54 million gallon (MG) synthetically lined five-day upset pond;
a 10.71 MG infiltration basin (Basin 1) with a 219,533 square foot (ft2) footprint; a 4.74 MG infiltration
basin (Basin 2) with a 91,121 ft2 footprint; a groundwater control pump station with duplex 600 GPM
pumps, audible/visual high-water alarms, and a flowmeter; a groundwater control pump station with duplex
300 GPM pumps, audible/visual high-water alarms, and a flowmeter; a 36 acre groundwater lowering
effluent discharge pond (Spicer Lake); and all associated piping, valves, controls, and appurtenances
to serve the Summerhouse Wastewater Reclamation WWTP, with no discharge of wastes to surface waters,
pursuant to the application received on September 7, 2023, subsequent additional information received on
December 22, 2023, and in conformity with the Division -approved plans and specifications considered a
part of this permit.
Please note that the Division has approved Alternative Design Criteria for the modified wastewater
treatment facility pursuant to 15A NCAC 02T .0105(n). The Division has approved the following
administrative code for Alternative Design Criteria:
➢ 15A NCAC 02T .0505(k) —The Permittee shall provide multiple pumps wherever pumps are used.
The Permittee shall maintain two spare replacement feed -forward pumps on -site (one per MBR tank).
This permit is effective from the date of issuance through December 31, 2025, shall replace Permit No.
WQ0029945 issued on January 23, 2020, and is subject to the following conditions and limitations:
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I. SCHEDULES
Upon completion of construction and prior to operation of the permitted modifications, the Permittee
shall submit an Engineering Certification from a North Carolina licensed Professional Engineer
certifying that the permitted facility has been constructed pursuant to G.S. 143-215.1, Administrative
Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and specifications. For
phased and partially certified facilities, the Permittee shall retain the responsibility to track further
construction approved under this permit and shall provide a final Engineering Certification upon project
completion. The Permittee shall submit the Engineering Certification via the Non -Discharge online
portal. [15A NCAC 02T .0116(a)]
2. The Permittee shall notify the Wilmington Regional Office, telephone number [phone], at least
two business days in advance of the initial operation of the constructed modifications so that the
Division can conduct a startup inspection. [ 15A NCAC 02T .0108(b)(1)(A)1
3. Prior to the operation of the modified facilities, the Permittee shall submit an amended Operation and
Maintenance Plan. The Permittee shall submit the amended Operation and Maintenance Plan via the
Non -Discharge online portal. [15A NCAC 02T .0108(b)(1)(B), 02T .0707(a)1
4. If the permitted facilities change ownership or the Permittee changes its name, the Permittee shall
submit a permit modification request on Division -approved forms within 90 days of the change of
ownership. The Permittee shall comply with all terms and conditions of this permit until the Division
transfers the permit to the successor -owner. [G.S. 143-215.I(d3)1
5. The Permittee shall request renewal of this permit on Division -approved forms no later than July 4,
2025. [15A NCAC 02T .0105(b), 02T .0109]
IL PERFORMANCE STANDARDS
The Permittee shall operate and maintain the subject wastewater treatment and high -rate infiltration
facilities so there is no discharge to surface waters, nor any contravention of groundwater or surface
water standards. In the event the facilities do not perform as designed, including the creation of
nuisance conditions due to improper operation and maintenance, or failure of the infiltration areas to
assimilate the effluent, the Permittee shall take immediate corrective actions, including Division -
required actions, such as the construction of additional or replacement wastewater treatment or disposal
facilities. [15A NCAC 02T .0108(b)(1)(A)1
2. This permit shall not relieve the Permittee of its responsibility for contravention of groundwater or
surface water standards resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A)]
3. Effluent quality shall not exceed the limitations specified in Attachment A. [ 15A NCAC 02T .0705(b)]
4. The Permittee shall not infiltrate effluent in exceedance of the hydraulic rates specified in Attachment
B. [ 15A NCAC 02T .0108(b)(1)(A)1
For high -rate infiltration sites originally permitted as reclaimed water irrigation fields prior to
September 1, 2006, the Division has established the compliance and review boundaries at the property
boundary. Any exceedance of groundwater standards at or beyond the compliance boundary shall
require the Permittee to take corrective action. The Division shall note any Division -approved
relocation of the compliance boundary in Attachment B. The Division shall consider multiple
contiguous properties under common ownership and permitted for use as a disposal system as a single
property regarding the determination of a compliance boundary. [15A NCAC 02H
.0219(k)(1)(C)(i)(III), 02L .0106(e), 02L .0107(c), 02L .0107(fl, 02T .0105(h)]
6. The Permittee shall notify the Division of any sale or transfer of property affecting a compliance
boundary (i.e., parcel subdivision). [15A NCAC 02L .0107(1)]
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7. The Permittee or any landowner who owns land within the compliance boundary shall not construct
any water supply wells within the compliance boundary. [ 15A NCAC 02L .0107(i)]
8. The Permittee shall operate and maintain the permitted facilities pursuant to the following setbacks:
a. The Division originally permitted the infiltration sites on May 23, 2006, with an application
received on April 4, 2006. The setbacks for high -rate infiltration sites originally permitted or
modified as a reclaimed water system with an application received from February 1, 1993, through
August 31, 2006, are as follows (all distances in feet):
i. Surface waters classified SA: 100
ii. Surface waters classified non -SA: 25
iii. Each water supply well: 100
iv. Each non -potable well: 10
[ 15A NCAC 02H .0219(k)]
b. The Division originally permitted the 184,373 gallon aerated flow equalization basin, the four 2
mm drum screens (to be abandoned), the four 44,000 gallon MBR basins (to be partially
abandoned), the two 129,400 gallon aerobic digesters, the four UV disinfection chambers (to be
abandoned), and the 2.54 MG synthetically lined five-day upset pond on May 23, 2006, with an
application received on April 4, 2006. The setbacks for treatment and storage units originally
permitted or modified with an application received from February 1, 1993, through August 31,
2006, are as follows (all distances in feet):
i.
Each habitable residence or place of assembly under separate ownership:
1001
ii.
Each private or public water supply source:
100
iii.
Surface waters:
50
iv.
Each well with exception of monitoring wells:
100
v.
Each property line:
50 Z
vi.
Nitrification field:
20
Habitable residences or places of assembly under separate ownership constructed after the
Division originally permitted or subsequently modified the facilities are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[ 15A NCAC 02H .0219(j)(5)]
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c. The Division originally permitted the two mechanical 5 mm fine screens, the auxiliary manual bar
screen, and the grit removal and dewatering system on February 28, 2014, with an application
received on November 22, 2013. The setbacks for treatment and storage units originally permitted
or modified with an application received from September 1, 2006, through August 31, 2018, are as
follows (all distances in feet):
I. Each habitable residence or place of assembly under separate ownership:
100,
ii. Each private or public water supply source:
100
iii. Surface waters:
50
iv. Each well with exception of monitoring wells:
100
v. Each property line:
50
' Habitable residences or places of assembly under separate ownership constructed after the
Division originally permitted or subsequently modified the facilities are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[ 15A NCAC 02T .0706(d)]
d. The Division originally permitted the treatment and storage units, excluding those in Paragraphs b
and c, on March 1, 2024, with an application received on September 7, 2023. The setbacks for
treatment and storage units originally permitted or modified with an application received on or after
September 1, 2018, are as follows (all distances in feet):
I. Each habitable residence or place of assembly under separate ownership:
1001
ii. Each private or public water supply source:
100
iii. Surface waters:
50
iv. Each well with exception of monitoring wells:
100
v. Each property line:
50 2
1 Habitable residences or places of assembly under separate ownership constructed after the
Division originally permitted or subsequently modified the facilities are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[ 15A NCAC 02T .0706(d), 02T .0706(fl, 02T .0706(g)]
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III. OPERATION AND MAINTENANCE
1. The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02T .0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in sufficient detail to show what operations are
necessary for the system to function and who shall conduct the operations.
b. A description of the anticipated maintenance of the system.
c. Provisions for safety measures, including restriction of access to the site and equipment.
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation; and contact information for personnel, emergency responders, and
regulatory agencies.
[ 15A NCAC 02T .0707(a)1
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a certified
Operator in Responsible Charge (ORC), and one or more certified operators as Back-up ORCs. The
ORC or its Back-up shall operate and visit the facilities as required pursuant to 15A NCAC 08G .0204
and 08G .0205. [ 15A NCAC 02T .0117]
4. The Permittee shall test and calibrate the infiltration equipment once per permit cycle. [15A NCAC
02T .0707(d)1
5. The Permittee shall only infiltrate treated effluent from the Summerhouse Wastewater Reclamation
WWTP onto the sites listed in Attachment B. [15A NCAC 02T .0701]
6. The Permittee shall not allow vehicles or heavy machinery on the infiltration area, except during
equipment installation or maintenance activities. The Permittee shall take caution to protect the
integrity of the infiltrative area. [ 15A NCAC 02T .0707(e)]
7. The Permittee shall prohibit public access to the wastewater treatment, storage, and infiltration
facilities. [15A NCAC 02T .0705(p)
8. The Permittee shall dispose of or utilize generated residuals in a Division -approved manner. [15A
NCAC 02T .0708, 02T .1101].
9. The Permittee shall not divert or bypass untreated or partially treated wastewater from the subject
facilities. [15A NCAC 02T .0705(i)]
10. The Permittee shall maintain a freeboard of not less than two feet in the two high -rate infiltration basins
and the 2.54 MG synthetically lined five-day upset pond. [15A NCAC 02T .0705(c)]
11. The Permittee shall provide gauges to monitor freeboard levels in the two high -rate infiltration basins
and the 2.54 MG synthetically lined five-day upset pond. These gauges shall have readily visible
permanent markings, at inch or tenth of foot increments, indicating the following elevations: the
maximum liquid level at the top of the temporary liquid storage volume, the minimum liquid level at
the bottom of the temporary liquid storage volume, and the lowest point on top of the dam. [ 15A NCAC
02T .0707(f)]
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12. The Permittee shall establish and maintain a protective vegetative cover on all berms, pipe runs, erosion
control areas, surface water diversions, and earthen embankments (i.e., the outside toe of the
embankment to the maximum allowable temporary storage elevation on the inside of the embankment).
The Permittee shall remove all trees, shrubs, and other woody vegetation from earthen dikes and
embankments. The Permittee shall keep all earthen embankments mowed or otherwise controlled and
accessible. [ 15A NCAC 02T .0707(g)1
13. The Permittee shall test and calibrate metering equipment annually. [15A NCAC 02T .0707(d)]
14. The Permittee shall provide and maintain on -site an automatically activated standby power source
capable of powering all essential treatment units. If the Permittee employs a generator as an alternate
power supply, the Permittee shall test it weekly. [15A NCAC 02T .0705(k)]
15. If the effluent exceeds the limits for fecal coliform or turbidity, the Permittee shall route all effluent to
the 2.54 MG synthetically lined five-day upset pond until the Permittee brings the effluent back into
compliance. Prior to infiltration, the Permittee shall pump the wastewater in the 2.54 MG synthetically
lined five-day upset pond to the treatment plant headworks for re -treatment or treat the effluent in the
2.54 MG synthetically lined five-day upset pond to the effluent standards in Attachment A. [15A
NCAC 02T .0108(b)(1)(A)1
16. The Permittee shall clean the infiltration areas once per permit cycle to remove deposited materials that
may impede the infiltration process. The Permittee shall maintain cleaning records at the facility for
eight years and shall make them available to the Division upon request. Prior to each cleaning, the
Permittee shall notify the Wilmington Regional Office, telephone number [phone]. [15A
NCAC 02T .0707(h)]
IV. MONITORING AND REPORTING
1. The Permittee shall conduct and report any Division -required monitoring, including the monitoring of
groundwater, surface water or wetlands, waste, wastewater, residuals, soil, treatment processes, lagoon
or storage ponds, and plant tissue, if necessary to evaluate this facility's impact on groundwater and
surface water. [ 15A NCAC 02T .0108(c)1
2. A Division -certified laboratory shall conduct all analyses for the required parameters specified in
Attachment A. Parameters measured on -site with in -line metering equipment are exempt from a
Division -certified laboratory analysis. [15A NCAC 02H .0805]
The Permittee shall continuously monitor flow through the treatment facility and report daily flow
values on Form NDMR. Facilities with a permitted flow of less than 10,000 GPD may estimate its
flow from water usage records provided the water source has a metering device. [15A NCAC 02T
.0105 k , 02T .0108(c)1
4. The Permittee shall monitor the treated effluent at the frequencies and locations for the parameters
specified in Attachment A. [ 15A NCAC 02T .0105(k), 02T .0108(c)]
5. The Permittee shall maintain records tracking the amount of effluent infiltrated, which shall include the
following information for each infiltration site listed in Attachment B:
a. Date of infiltration.
b. Volume of effluent infiltrated.
c. Site infiltrated.
d. Length of site infiltration time.
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings.
f Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B.
g. Weather conditions.
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[ 15A NCAC 02T .0108(c)]
6. The Permittee shall measure and record weekly to the nearest inch or tenth of a foot of freeboard (Le.,
the waste level to the lowest embankment elevation) in the two high -rate infiltration basins and the 2.54
MG synthetically lined five-day upset pond. The Permittee shall maintain the weekly freeboard records
for eight years and shall make them available to the Division upon request. [ 15A NCAC 02T .0108(c)1
7. On or before the last day of the month following the previous month's sampling, the Permittee shall
submit monitoring data (as specified in Conditions IV.3 and IVA) on Form NDMR for each PPI and
operation and disposal records (as specified in Conditions IV.S and IV.6) on Form NDAR-2 for every
site in Attachment B. If no activities occurred during the monitoring month, the Permittee shall still
submit monitoring reports documenting the absence of the activity. The Permittee shall submit the
reports via the Non -Discharge monitoring report portal_ [15A NCAC 02T .0105(1)]
8. Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division an annual
report summarizing the performance of the wastewater treatment and infiltration facility and the extent
to which the facility has violated this permit, or federal or state laws, regulations, or rules related to the
protection of water quality. The Permittee shall prepare this report on either a calendar or fiscal year
basis and shall submit it no later than 60 days after the end of the calendar or fiscal year. The Permittee
shall submit the annual report via the Non -Discharge online portal_ [G.S. 143-215.1C(a)]
9. The Permittee shall maintain records of all residuals removed from this facility. The Permittee shall
maintain these records for eight years and shall make them available to the Division upon request.
These records shall include:
a. Name of the residuals hauler.
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals.
c. Residuals hauling date.
d. Volume of residuals removed.
[ 15A NCAC 02T .0708(b)]
10. The Permittee shall keep a log of all maintenance done at this facility. The Permittee shall maintain
this log for eight years and shall make it available to the Division upon request. This log shall include:
a. Date of flow measurement device calibration.
b. Date of infiltration equipment calibration.
c. Visual observations of the plant and plant site.
d. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections, cleanings, etc.).
e. Date and results of the alternate power supply testing.
f. Date of turbidimeter calibration.
[ 15A NCAC 02T .07070)]
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11. Noncompliance Notification:
The Permittee shall report to the Wilmington Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, structural, etc.) that makes the facility
incapable of adequate wastewater treatment.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Effluent breakout from the infiltration sites.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at the telephone number [phone]. All noncompliance notifications shall
file a written report to the Wilmington Regional Office within five days of first knowledge of the
occurrence, and this report shall outline the actions proposed or taken to ensure the problem does not
recur. [15A NCAC 02T .0108(b)(1)(A)1
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the wastewater
treatment and infiltration facilities. 115A NCAC 02T .0707(i)1
2. The Permittee shall inspect the wastewater treatment and infiltration facilities to prevent malfunctions,
facility deterioration, and operator errors that may result in discharges of wastes to the environment,
threats to human health, or public nuisances. The Permittee shall maintain an inspection log that
includes the date and time of inspection, observations made, and maintenance, repairs, or corrective
actions taken. The Permittee shall maintain this inspection log for eight years from the date of the
inspection and shall make this log available to the Division upon request. [15A NCAC 02T .0707(i),
02T .0707(j)1
Division -authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the permitted wastewater treatment and infiltration facilities at
any reasonable time for determining compliance with this permit. Division -authorized representatives
may inspect or copy records maintained under the terms and conditions of this permit and may collect
influent, treatment process water, effluent, residual, soil, plant tissue, groundwater, or surface water
samples. [G.S. 143-215.3(a)(2)1
WQ0029945 Version 3.1 Shell Version 230725 Page 9 of 12

Vl. GENERAL
1. The Permittee's failure to comply with this permit's conditions and limitations may subject the
Permittee to a Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only for the nature and volume of wastes described in the permit application
and Division -approved plans and specifications. [G.S. 143-215.1(d)1
3. There are no variances to administrative codes or general statutes governing the construction or
operation of the permitted facilities unless the Permittee specifically requested a variance in the
application and the Division approved the variance as noted in this permit's facility description. [15A
NCAC 02T .0105(b)]
4. This permit does not exempt the Permittee from complying with all statutes, rules, regulations, or
ordinances that other jurisdictional government agencies (e.g., local, state, and federal) may require.
[15A NCAC 02T .0 1 08(b)(1)(A)]
5. The Permittee shall retain this permit and the Division -approved plans and specifications for the life of
the permitted facilities. [15A NCAC 02T .0105(o), 02T .0116(d)]
6. The Permittee shall comply with all permit conditions and requirements until the proper closure of the
permitted facilities, or until another appropriate authority permits the facilities. [15A NCAC 02T
.0105 ]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director in
whole or part for:
a. Violation of any terms or conditions of this permit or 15A NCAC 02T.
b. Obtaining a permit by misrepresentation or failure to disclose all relevant facts.
c. The Permittee's refusal to allow authorized Department employees upon presentation of
credentials:
I. To enter the Permittee's premises where a system is located or where the Permittee keeps any
Division -required records under the terms and conditions of this permit.
ii. To have access to any permit -required documents and records.
iii. To inspect any monitoring equipment or method as required in this permit.
iv. To sample any pollutants.
d. The Permittee's failure to pay the annual fee for administering and compliance monitoring.
e. A Division determination that the conditions of this permit conflict with the North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .01101
WQ0029945 Version 3.1 Shell Version 230725 Page 10 of 12

8. Unless the Division determines that the Permittee needs a permit modification for the construction of
facilities to resolve non-compliance with any environmental statute or rule, or the Division Director
grants a variance, expansion of the permitted facilities shall not occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and the Permittee or any parent, subsidiary, or other affiliate of
the Permittee has abandoned or exhausted all appeals of this conviction.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility in accordance with its permit
or 15A NCAC 02T.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and the Permittee or any parent, subsidiary, or other affiliate of the Permittee has
abandoned or exhausted all appeals of this penalty.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee pursuant to 15A NCAC 02T .0105(e)(2).
[ 15A NCAC 02T .0120(b), 02T .0120(d)]
9. Unless the Division Director grants a variance, the Division shall not renew this permit if the Permittee
or any affiliation has not paid an annual fee pursuant to 15A NCAC 02T .0I05(e)(2). [15A NCAC 02T
.0120 c , 02T .0120(d)]
10. The Permittee shall pay an annual fee for each year of the term of this permit pursuant to the schedule
in G.S. 143-215.31)(a). The Permittee shall continue to pay annual fees for any facility operating on
an expired permit that the Division has not rescinded or revoked. [ 15A NCAC 02T .0105(e)(2)]
Permit issued this the 1st day of March 2024
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by:
71-11,1101�
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029945
WQ0029945 Version 3.1 Shell Version 230725 Page 11 of 12

Permit No. WQ0029945 High -Rate Infiltration System
Onslow Water and Sewer Authority March 1, 2024
Summerhouse Wastewater Reclamation WWTP Onslow County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted modifications, do
hereby state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02T, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
Professional Engineer's Name
Firm Name Firm No.
Address
City StaME& Zip Code
Telephone ANELEmail Seal, Signature, and Date
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0029945 Version 3.1 Shell Version 230725 Page 12 of 12

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
Onslow Water and Sewer Authority
PPI 001— WWTP Effluent
Certification Date: March 1, 2024
Permit Number: WQ0029945 Version: 3.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly Monthly
Average Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00310
BOD, 5-Day (20 °C)
mg/L
10
151
2 x Week
Composite
00680
Carbon, Total Organic (TOC)
mg/L
3 x Year 2
Composite
00940
Chloride (as Cl)
mg/L
3 x Year 2
Composite
50060
Chlorine, Total Residual
mg/L
5 x Week
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
14
25 1
2 x Week
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
180,142
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
4
61
2 x Week
Composite
00625
Nitrogen, Kjeldahl, Total (as N)
mg/L
2 x Week
Composite
00620
Nitrogen, Nitrate Total (as N)
mg/L
2 x Week
Composite
00600
Nitrogen, Total (as N)
mg/L
10
2 x Week
Composite
00400
pH
su
5 x Week
Grab
00665
Phosphorus, Total (as P)
mg/L
2
2 x Week
Composite
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year 2
Composite
00530
Solids, Total Suspended
mg/L
51
10 1
2 x Week
Composite
00076
Turbidity, HCH Turbidimeter
NTU
10 1
Continuous
Recorder
1. Effluent limits pursuant to 15A NCAC 02H .0219(k)(1).
2. The Permittee shall conduct 3 x Year sampling in March, July, and November.
WQ0029945 Version 3.1 Attachment A Page 1 of 2

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS
Onslow Water and Sewer Authority
PPI 002 — Surface Water Monitoring Station 91
Certification Date: March 1, 2024
Permit Number: WQ0029945 Version: 3.1
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year'
Grab
00600
Nitrogen, Total (as N)
mg/L
3 x Year'
Grab
00400
pH
su
3 x Year'
Grab
1. The Permittee shall conduct 3 x Year sampling in March, July, and November.
PPI 003 — Groundwater Lowering System Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
Type
00680
Carbon, Total Organic (TOC)
mg/L
3 x Year'
Grab
00940
Chloride (as Cl)
mg/L
3 x Year
Grab
31616
Coliform, Fecal MF, M-FC Broth, 44.5 °C
#/100 mL
3 x Year
Grab
50050
Flow, in Conduit or thru Treatment Plant
GPD
Continuous
Recorder
00610
Nitrogen, Ammonia Total (as N)
mg/L
3 x Year
Grab
00620
Nitrogen, Nitrate Total (as N)
mg/L
3 x Year
Grab
00400
pH
su
3 x Year
Grab
70300
Solids, Total Dissolved — 180 °C
mg/L
3 x Year'
Grab
1. The Permittee shall conduct 3 x Year sampling in March, July, and November.
WQ0029945 Version 3.1 Attachment A Page 2 of 2

ATTACHMENT B — APPROVED LAND APPLICATION SITES AND LIMITATIONS
Onslow Water and Sewer Authority
Certification Date: March 1, 2024
Permit Number: WQ0029945 Version: 3.1
INFILTRATION AREA INFORMATION
APPLICATION LIMITATIONS
Site
Owner
Parcel No.
County
Latitude
Longitude
Net
Acreage
Dominant
Soil Series
Parameter
Rate
Units
1
Onslow Water and Sewer Authority
075680
Onslow
34.487987'
-77.489325'
5.04
WaB — Wando
01284 —Non-Discharge Application Rate
0.364
GPD/ft2
2
Onslow Water and Sewer Authority
075681
Onslow
34.486957'
-77.484991'
2.09
WaB — Wando
01284 —Non-Discharge Application Rate
1.099
GPD/ft2
Total:
7.13
1. The Division originally permitted the high -rate infiltration sites on May 23, 2006, as a reclaimed water system. The Division has established the compliance and review boundaries at the property
boundary for reclaimed water systems permitted prior to September 1, 2006.
WQ0029945 Version 3.1 Attachment B Page 1 of 1

Legend
Compliance Boundary and Review Boundary
Onslow Co. Parcel Lines
r `Surface
IPT
NIO
.s ins 11! II►�
2.54 MG'tined Upset Basin WTI
a
.Groundwater Lowering Effluent Discharge (Spicer Lake) i{ V
Alb
�f
infiltration Basin 1
r�,r� •.RIO
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PW
r
6v1
N
0 650 1,300 2,600 Feet W E
1 n n 0. MM o E4 OLJ,a �I,Y�J.'O u a ', &r @n BA Eff� f/L�V11nA�JI T_ - o�o,..�� u�o �II•'JLSN�/W.)1 R D ,
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f KEYNOTES:
—
A.
TREATMENT TANK NO. 1 (FORMALLY MBR UNIT N0. 1 )
B.
TREATMENT TANK NO. 2 (FORMALLY MBR UNIT NO. 2)
C.
TREATMENT TANK NO. 3 (FORMALLY MBR UNIT NO. 3)
1 - D.
TREATMENT TANK NO. 4 (FORMALLY MBR UNIT NO. 4)
E.
CIP SYSTEM BLDG.
- fi.
EG] BASIN
G.
OPS BLDG.
' H_
ODOR CONTROL FACILITY
L
AEROBIC DIGESTERS
1 J.
IN -PLANT PUMP STATION
K.
RECLAIMED WATER PUMP STATION
L.
EQ BASIN SPLiTTER BOX
M.
AUTOMATIC SPIRAL SCREEN
N.
SYSTEM BLOWERS
—
� f•,,,.,, � _ O.
EMERGENCY GENERATOR
6 � �
r — P.
CHEMICAL INJECTION POINT
l
t].
REJECT BASIN DIVERSION VALVE VAULT
11' f R.
RCWPS FLOW METER
S.
5-DAY UPSTE/REJECT BASIN
REV NO DESCRIPTION
B FINAL DESIGN -NOT FOR CONSTRUCTION 2Ed
A FINAL DESIGN -NOT FOR CONSTRUCTION
REVISIONS
",', r It
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IF1-PLAN
„=40+ SCALE: 1"=40'(Honz )
� &CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 2760E-2689
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
ONWASA
SUMMERHOUSE WWTP
INTERIM IMPROVEMENTS
CIVIL SITE
EXISTING OVERALL SITE PLAN
r
PROJ. START DATE: 2023, APRIL
MCE PROJ. #
00961-0051
DRAWN
EJ B
DESIGNED
DP
CHECKED
DID
PROJ. MGR.
J H
SCALE
HORIZONTAL:
AS NOTED
VERTICAL-
NIA
coo.0
NE S,0f4
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION
1:\00961/0051 /ENG\80—DRAWINGS/CIViLNEXIST CIVIL SITE PLANS-009610051.DWG 12/20/2023 07:28:35 ED BARNE`

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21 OEC 2023
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01 SEP 2023
REVISIONS
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Q
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x x x x x x x x x x x x
k ESTIMATED WOODS LINE
4414r'&�*'�Mq�B4&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606-2689
Phone: 1;919) 233-8091, Fax: [phone]
NC License# F-1222
www.mckimcreed.com
ONWASA
20' 0 20' 40'
SCALE: 1"=20' (Horiz.)
SUMMERHOUSE WWTP
INTERIM IMPROVEMENTS
CIVIL SITE
EXISTING ENLARGED SITE PLAN
i
;X­BF7p_=-
::
PRGJ. START DATE: 2023, APRIL
MCE PRGJ. #
00961-0051
DRAWN
EJB
DESIGNED
DP
CHECKED
DP
PRCJ. MGR.
JH
SCALE
HORIZONTAL:
C00.1
AS NOTED
DRAWING NUMBER
VERTICAL:
NIA
B
REVISION
STATUS. FINAL DESIGN
NOT FOR CONSTRUCTION
I:/00951 /0051 /ENG\80-DHAWINGS/CIVIL",EXIST CIVIL SITE PLANS-•00961 0051 -DWG 1 2/20/2023 07:25:41 ED BARNES

REV NO DESCRIPTION DATE
B FINAL DESIGN -NOT FOR CONSTRUCTION 21 DEC 2023
A FINAL DESIGN -NOT FOR CONSTRUCTION 01 SEP 2023
REVISIONS
4 CR�+J++�'.
Ss,o .!y
- SEAL `
29y430
m
KEYNOTES:
A. TREATMENT TANK NO. 1 (FORMALLY MBR UNIT NO. 1 )
B. TREATMENT TANK NO. 2 {FORMALLY MBR UNIT NO. 2}
C. TREATMENT TANK NO. 3 (FORMALLY MBR UNIT NO. 3)
D. TREATMENT TANK NO. 4 (FORMALLY MBR UNIT NO- 4)
E. CIP BUILDING
F. ED BASIN
G. OPERATIONS (OPS) BUILDING
H. CA BLOWERS
I. AEROBIC DIGESTERS
J. IN -PLANT PUMP STATION
K. RECLAIMED WATER PUMP STATION
L. E❑ BASIN SPLiTTER BOX
M. HEADWORKS
N. SYSTEM BLOWERS
O. EMERGENCY GENERATOR
P. CHEMICAL INJECTION POINT
Q. REJECT BASIN DIVERSION VALVE VAULT
R. RCWPS FLOW METER
S. 5-DAY UPSTEIREJECT BASIN
T. PROPOSED MBR NO. 1 (PHASE 1 )
U. PROPOSED MBR NO. 2 (PHASE 1)
V. PROPOSED MBR NO. 3 (PHASE 2)
W. PROPOSED MBR NO. 4 {PHASE 2}
X. PROPOSED UV
Y. PROPOSED E❑ BASIN PUMPS
Z. RELOCATED MICRO C TANK
11 1 — PLAN 4� o 40' 80'
NORTIi 1 "
=40 SCALE: 1"=40' (HOriz.)
44
�NFKM&CREED
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606-2689
Phone: [phone], Fax: [phone]
NC License; F-1222
www.mckimcreed.com
ONWASA
SUMMERHOUSE WWTP
INTERIM IMPROVEMENTS
CIVIL SITE
PROPOSED OVERALL SITE PLAN
NOTES:
1. WORK THIS DRAWING WITH ALL RELATED
DISCIPLINE DRAWINGS TO ENSURE A
COMPREHENSIVE DESIGN INSTALLATION.
PROD. START DATE: 2023, APRIL
MCE PROD. #
D0961-0051
DRAWN
EJB
DESIGNED
DP
CHECKED
DP
PROJ. MGR.
JH
SCALE
COO-2
HORIZONTAL:
AS NOTED
DRAWING NUMBER
VERTICAL:
N/A
B
REVISION
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION,,
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` 1
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I
i 4 f FUTURE _ I - INSTALL NEW 4" PLUG VALVE AND 4" +
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OPERATIONAL, CLOSE (2) VALVES AND I HEADWORK5 Bi0-STRAINER
+ ' PHASE 2 II PHASE 2 PHASE 1 PHASE 1 I INSTALL NEW 4" DI TEE IN EX. 4" NPW
REMOVE/ABANDON PIPING AS SHOWN ON y EQ BASK/ II LINE AND INSTALL NEW PLUG VALVE
+
SHEET X.00.0 DEMOLITION PLAN NEW MBR NEW MBR NEW MBR NEW MBR +
REV NO DESCRIPTION DATE
B I FINAL nEG1GN - NOT FOR CONSTRUCTION 21 DEC 2023
A I FINAL DESIGN - NOT FOR CONSTRUCTION 31 SEP 2023
REVISIONS
�. �N GAn,
SS1�'.
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JII
CEP SYSTEM a 1 s
MICRO C '?:• � •; ::,�.
TANK BLDG. J
_
• - �c ; � 6" DI WAS
II f 0 EMERGENCY GENERATOR
NPWafR aw i
1_ PVC P
— —� —�-' I1" PVC P I
ECI BASIN AFTER NEW MBR TANK IS OPERATIONAL, V% �� - -- -- -----
SPLITTER BOX CLOSE (2) VALVES AND %��
i1 REMOVEIABANDON PIPING AS SHOWN �%
" ON SHEET X"00.0 DEMOLITION PLAN
II
_ 8" DI INFLUENT FORCE MAIN
*__2';PVC NPW
INSTALL NEW 4" WYE-LATERAL AND
ROUTE NEW 2" PVC PIPING AS SHOWN
L------
8" UNKNOWN WATER MAIN
4" TAPPING SLEEVE & VALVE
---4" PVC NPW
INSTALL 4' BACKFLOW PREVENTER
AND HEATED ENCLOSURE
(ABANDONED)
' NEW 2" PVC NPW
EX. 2" WATERLINE CAPPED + I
EX. 2" WATERLINE CAPPED I
PLAN 20' 0 20' 40'
CUT A 4" TEE INTO EX. 4" NPW ■� ■ � I
LINE, AND ROUTE AS SHOWN
= 20SCALE: 1"=20' (Horiz.)
4 N/1C M &CREE
Venture IV Building, Suite 500
1730 Varsity Drive
Raleigh, North Carolina 27606-2689
Phone: [phone], Fax: [phone]
NC Licenser F-1222
www-mckimcreed.com
C�
ONWASA
SUMMERHOUSE WWTP
INTERIM IMPROVEMENTS
CIVIL SITE
PROPOSED ENLARGED SITE PLAN
PROD. START DATE: 2023, APRIL
MCE PROJ. #
00961-0051
DRAWN
EJB
DESIGNED
EP
CHECKED
EP
PRO.}" MGR.
JH
SCALE
HORIZONTAL:
C00.3
AS NOTED
DRAWING NUMBER
VERTICAL:
NIA
B
REV SION
STATUS: FINAL DESIGN
NOT FOR CONSTRUCTION
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