WQ0013348_Final Permit_20130225

�jA,.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvaria, III
Governor Director Secretary
February 25, 2013
MR. CHRIS VENTERS, SUPERINTENDENT
BAY RIVER METROPOLITAN SEWER DISTRICT (BRMSD)
101 N. FOURTH STREET
BAYBORO, NORTH CAROLINA 28515
Subject: Permit No. WQ0013348
Pamlico Regional Wastewater
Facilities (Bayboro, Oriental,
River Dunes, and Arapahoe)
Wastewater Irrigation and
Reclaimed Water.Utilization
System
Pamlico County
Dear Mr. Venters:
In accordance with your permit major modification request received October 16, 2012, and
additional information received January 11, 2013 and January 23, 2013, we are forwarding herewith
Permit No. WQ0013348 dated February 25, 2013 to Bay River Metropolitan Sewer District for the
construction and continued operation of the subject wastewater treatment and disposal facilities.
Modifications to the subject permit include expansions to Zone 8, Zone 9, and Zone 10 of the
Arapahoe spray field disposal site -via acreage and/or increase in hydraulic loading rates resulting in an
increase in wastewater disposal capacity from 500,000 GPD to 626,000 GPD. The permit description for
the Arapahoe site has been updated accordingly. The intent of this modification is to aid BRMSD in
resolving effluent disposal difficulties and in no way diminishes the District's ongoing responsibility
to address and resolve non-compliance issues, as previously discussed, expeditiously.
This permit shall be effective from the date of issuance until May 31, 2015, shall void Permit No.
WQ0013348 issued September 12, 2012, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachments A,
B and C. Failure to establish an adequate system for collecting and maintaining the required operational
information shall result in future compliance problems.
For your convenience, customized electronic copies of your facility's NDMR and NDAR-1
(irrigation sites) and NDAR-2 (infiltration basins) reporting forms are available for download at:
http://portal.nedeur.org/web/wc /Vs/lau/reporting.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location, 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.nrwaterguality.org
Nne
orthCarolina
An Equal Opportunity 1 Affiimative Action Employer

Mr. Chris Venters
February 25, 2012
Page 2 of 2
PIease note the following items in the modified permit:
➢ Condition I.3 of the previously issued permit (provided a schedule of 90 days to resubmit a
modification application to increase disposal capacity at the Arapahoe sprayfield site) has
been fulfilled and as such is removed from this permit;
➢ Multiple schedule conditions have been added regarding abandonment of monitoring well
MW-C4 and construction of MW-C4R at the new review boundary in Zone 8 of the
Arapahoe Site and completion of a new site map;
➢ Condition 11I.11 and Condition IV.6 --- Requires weekly monitoring of freeboard in the
Bayboro Treatment and Storage Lagoons, the Oriental Lagoon, and the River Dunes Basins,
not less than two (2) feet;
➢ PPI 002 and PPI 003 for Bayboro W WTF Effluent prior to and following Phase I expansion,
respectively, have been removed from this permit. The facility is operating under PPI 004
following Phase II expansion; and
➢ Attachment C — Groundwater monitoring at the River Dunes site shall be performed monthly
based on the commingling of secondary treated wastewater with reclaimed water in the
infiltration basins.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and Bled with the Office of. Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this permit, please contact Cory Larsen at [phone] or
[e-mail].
Sincerely,
"Char es Wakild, P.E.
cc: Pamlico County Health Department
Randy Sipe — Washington Regional Office, Aquifer Protection Section
Richie Brown, PE — Stroud Engineering, PA (107 B Commerce Street, Greenville, NC 27858)
Permit File WQ0013348
Notebook File WQ0013348

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER IRRIGATION AND RECLAIMED WATER UTILIZATION SYSTEM PERMIT
In accordance with 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
Bay River Metropolitan Sewer District
Pamlico County
FOR THE
expansion of irrigation Zones 8, 9, and 10 of the Arapahoe disposal site to increase disposal capacity from
500,000 GPD to 626,000 GPD through re-evaluated hydraulic loading rate and/or expanded spray acreage
for each zone; and
continued operation of the following wastewater treatment and disposal facilities:
Bayboro Wastewater Treatment Facility
A 0.5 MGD dual -power, multi -cellular (DPMQ three -celled aerated lagoon with a total surface area of
9.4 acres; six. 7.5 hp mixer/surfaced aerators in cell 1; three 5.0 hp mixer/surfaced aerators in cell 2; a
lagoon effluent pumping station; a 22.5 million gallon lined storage lagoon; an effluent pumping station
with two 1,500-GPM pumps; a strapped -on system influent flow meter; a magnetic effluent flow meter; a
new sodium hypochlorite feed system which includes a duplex pre -engineering metering pump with skid
system, two 405 gallon double walled sodium hypochlorite tanks, emergency breathing apparatus and
eyewash, and a temperature control unit with associated electrical components;
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 1 of 13

Oriental Wastewater Treatment Facility
A 0.5 MGD Sequential Batch Reactor (SBR) wastewater treatment process consisting of a 5.1 MG five-
day upset/off-line flow equalization basin; a mechanically cleaned bar screen; a manually cleaned bypass
bar screen; an influent flow meter; two (2) 416,219 gallon (to max water level) SBR basins each with two
(2)-150 GPM WAS pumps, two (2)-30 hp aerators, one (1)-20 hp floating mixer and one (1) floating
decanter with each SBR conveying flow to the 132,189 gallon (to max water level) post-SBR equalization
basin which has three (3)- 550 GPM submersible transfer pumps and two (2)-3 hp floating mixers; two
(2)-195,015 gallon (to max water level) aerobic digesters each with two (2)-180 GPM submersible
pumps, one 7.5 hp aerator, one 7.5 hp floating mixer and one floating manual decant weir; two (2) cloth
disk tertiary filter trains each containing two - 53.8 square foot filter disks (total filter area of 215.2 ft2); a
21,667 gallon (to max water level) reclaimed water pump station with serpentine baffles (to act as a
chlorine contact basin) with three (3) 500 GPM vertical turbine reclaimed water pumps to convey flow to
the River Dunes groundwater infiltration disposal/conjunctive reclaimed water irrigation utilization
system; a 10' ID process wastewater pump station with two (2) 600 GPM submersible pumps; one duplex
hypochlorite feed system for disinfection (with injection location at the inlet to the post SBR flow
equalization basin), one duplex hypochlorite feed system for chlorine residual maintenance in the finished
reclaimed water (injected into the reclaimed water line just prior to exiting the control building); two (2)-
400 gallon sodium hypochlorite storage tanks; one duplex sodium hydroxide feed system for enhanced
biological nitrification (injected into the plant influent line); two (2)-400 gallon sodium hydroxide
storage tanks; a reclaimed water effluent flow meter, a reclaimed water on-line total chlorine residual
monitor and an on-line turbidity monitor with automated diversion valves to automatically divert non-
complying reclaimed water into the five-day upset basin; two (2) 195,015 gallon aerobic sludge digesters
each with two (2) 180 GPM sludge transfer pumps, one (1) 7.5 hp floating aerator, one (1) 7.5 hp floating
mixer, one floating decanter, and truck unloading connection; an automatic standby generator, a Control
Building with analytical laboratory; a digital SCADA control system with radio telemetry links to the
River Dunes site; approximately 21,240 linear feet of 8-inch SDR21 PVC and ductile iron pipe (DIP)
forcemain along White Farm Road and NC Hwy 55 to transfer effluent from the Oriental WWTF to
Bayboro WWTF electrical, mechanical, process, and associated appurtenances;
River Dunes Disposal Site
An. infiltration disposal system consisting of .three (3) infiltration basins with total disposal capacity of
320,044 GPD (Basin 1 has a surface area of4.03 acres and an effective infiltrative area of 3.82 acres with
infiltrative capacity of 63,885 GPD, Basin 2 has a surface area of 2.83 acres and an effective infiltrative
area of 2.71 acres with infiltrative capacity of 44,851 GPD, and Basin 3 has a surface area of 14.97 acres
and an effective infiltrative area of 12.64 acres with infiltrative capacity of 211,308 GPD) and wet
weather storage capacity in Basin #3 of 4.8 million gallons; a reclaimed waterlirrigation system pumping
station at infiltration basin #3 with two (2) 1,000 GPM submersible pumps (for transferring water to
infiltration basins #1 and 42 and for site irrigation), a concrete wetwell, and a screened intake structure (in
Infiltration Basin #3); each infiltration basin is equipped with a motorized fill valve (that is remotely
controlled via the main programmable logic controller at the irrigation pump station site) and automatic
water level monitoring equipment to allow remote operation and filling of the individual basins, a
conjunctive reclaimed water irrigation system consisting of up to five (5) drip irrigation zones totaling
58.3 acres with 101,582 emitters rated at 0.62 gallons per hour (GPH) each, approximately 3,000 linear
feet of 10-inch reclaimed water line, approximately 28,400 linear feet of 8-inch reclaimed water line,
approximately 8,500 linear feet of 6-inch reclaimed water line and approximately 6,200 linear feet of 4-
inch reclaimed water line;
to serve the Oriental WWTF's SBR wastewater treatment process producing reclaimed water quality
effluent;
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 2 of 13

Arapahoe Disoosal Site
A wastewater spray irrigation and disposal facility with average daily capacity of 500,000 GPD (to be
expanded to 626,000 GPD), which consists of a 100,000 gallon covered concrete flow equalization tank
with an odor control system, an irrigation pump station with three (3) vertical turbine pumps, flow
metering equipment and standby generator, approximately 24,600 linear feet of 8-inch and 12-inch force
mains for effluent distribution to ten (10) irrigation zones with a total wetted area of approximately 139
acres, approximately 118,000 linear feet of 3-inch and 6-inch diameter aluminum irrigation laterals to
approximately 2,000 sprinkler heads on 3-foot risers, a telemetric alarm system for pump monitoring;
to serve Bayboro WWTF and Oriental WWTF (pumped through Bayboro WWTF), with no discharge of
wastes to surface waters, pursuant to the application received October 16, 2012, and in conformity with
the project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2015, shall void Permit No.
WQ0013348 issued September 12, 2012 and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
1. In accordance with 15A NCAC 02T .0116, upon completion of construction and prior to operation of
this permitted facility, a certification (attached) shall be submitted from a licensed North Carolina
Professional Engineer certifying that the permitted facility has been installed in accordance with this
permit, Division approved plans and specifications, and other supporting documentation, including
the location of all monitoring wells as applicable. Mail the Certification to the Division of Water
Quality, Aquifer Protection Section, 1636 Mail Service Center, Raleigh, NC 27699-1636.
2. The Washington Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the installed facilities such that
an -in•-place inspection can be made.. Notification to the Aquifer Protection Section's regional
supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays
Upon completion of site grading and shaping and prior to the application of treated wastewater in
those pray areas located at the River Dunes Site, a licensed soil scientist or licensed geologist shall
conduct an amended site evaluation, and an amended site evaluation report shall be submitted to the
Division of Water Quality. This report shall specifically address, but not be limited to, the effects of
grading/construction upon the original site evaluation. The evaluation should include an investigation
of key areas of grading, including soil features such as depth to seasonal high water table, hydraulic
conductivity, soil series and the appropriateness of previous irrigation design loadings for the newly
constructed spray fields (pursuant to Condition I.12. on a previous permit issued June 30, 2006).
4. Monitoring well MW-4CR shall be installed within 90 days of the effective date of this permit. The
regional office shall be notified at least 48 hours prior to the construction of any monitoring well, and
such notification to the Aquifer Protection Section's regional supervisor shall be made from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays. The monitoring wells shall be
constructed such that the water level in the monitoring well is never above or below the screened
(open) portion of the well at any time during the year, and in accordance with 15A NCAC 02C .0108.
The general location and name for each monitoring well shall be clearly marked on a site map (to be
completed in accordance with Condition I.4 below) and attached to this permit.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 3 of 13

5. Within 60 days of completion of the monitoring wells, the Permittee shall submit two original copies
of a site map with a scale no greater than 1-inch equals 100 feet; however, special provisions may be
granted upon prior approval for large properties. At a minimum, the map shall include the following
information;
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Quality, Aquifer Protection Section,
1636 Mail Service Center, Raleigh, NC 27699-1636.
6. Within 60 days of the effective date of this permit, existing monitoring well MW-4 shall be
permanently abandoned. Within 30 days o a3 ban-donment, a Well Abandonment Record (Form GW-
30) listing this permit number and the appropriate monitoring well identification number shall be
completed for each well abandoned and mailed to the Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, NC 27699-1636. A North Carolina Certified Well
Contractor shall abandon the monitoring wells according to the North Carolina Well Construction
Standards (15A NCAC 02C .0113) and local county rules.
7. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
H. PERFORMANCE STANDARDS
1. The reclaimed water utilization facilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, which will
render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions or failure of the utilization area to adequately assimilate
the wastewater, the Permittee shall take immediate corrective actions including those actions that may
be required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3, All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
WQOO13348 Version 2.7 Shell Versions 070627 and 120726 Page 4 of 13

6. The compliance boundary for the River Dunes Infiltration Basins and Arapahoe Disposal Site is
specified by rules in 15A NCAC 02L, Groundwater Classifications and Standards. This disposal
system was individually permitted on or after December 30, 1983; therefore, the compliance
boundary is established at either 250 feet from the waste disposal area, or 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of groundwater standards
at or beyond the compliance boundary is subject to remediation action according to 15A NCAC 02L
,0106(d)(2) as well as enforcement actions in accordance with North Carolina General Statute 143-
215.6A through 143-215.6C.
7. The review boundary for the Arapahoe Spray Irrigation Site is established around the disposal
systems midway between the compliance boundary and the perimeter of the waste disposal area. Any
exceedance of standards at the review boundary shall require action in accordance with 15A NCAC
02L .0106.
8. The COMPLIANCE and REVIEW BOUNDARIES for the River Dunes Reclaimed Utilization Site
are established at the property boundary. Any exceedance of standards at the Compliance or Review
Boundary shall require action in accordance with 15A NCAC 02L .0106.
9. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
10. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L A 107(g).
11. The following buffers shall be maintained:
a. Arapahoe Spray Irrigation Facility
400 feet between wetted area and any residence or place of public assembly under
separate ownership,
ii. 150 feet between wetted area and property lines,
iii. 100 feet between wetted area and welts,
iv. - 100 ,feet between wetted area and drainage ways or surface water bodies,
V. 50 feet between wetted area and public right of ways,
vi. 100 feet between treatment/storage units and any wells, and
vii. 50 feet between treatment units and property lines.
b. River Dunes Drip Irrigation Facility
i. 100 feet between wetted areas and water supply wells,
ii. 100 feet between wetted areas and waters classified as SA,
iii. 100 feet between wastewater treatment units and wells,
iv. 50 feet between reclaimed water storage/irrigation ponds and property lines, and
V. 50 feet between wastewater treatment units and property lines.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 5 of 13

c. River Dunes Infiltration facilities
i. 10 feet between infiltration units and any on -property residential units that are to be
sold (e.g., condominiums, subdivisions),
ii. 500 feet between infiltration units and any impounded surface water supply or public
shallow (less than 50 feet deep) ground water supply,
iii. 100 feet between infiltration units and any private/public water supply source,
iv. 100 feet between infiltration units and any streams classified as WS or B,
V. 100 feet front mean high water between infiltration units and any "SA" or "SB"
classified surface waters,
vi. 100 feet from normal high water from infiltration units and any other stream, canal,
marsh, or coastal waters,
vii. 100 feet from normal high water from infiltration units and any CIass I or Class II
impounded reservoir used as a source of drinking water,
viii. 100 feet between infiltration units and any other lake or impoundment,
ix. 15 feet between infiltration units and any building foundation/basement,
X. 15 feet between infiltration units and any top of slope of embankments or cuts of two
feet or more in vertical height,
xi. 10 feet between infiltration units and any water line,
xii. 100 feet between infiltration units and any swimming pool,
xiii. 20 feet between infiltration units and any other nitrification field (except repair area),
xiv. 100 feet between infiltration units and any well with the exception of an approved
groundwater monitoring well,
xv. 25 feet between infiltration units and any drainage systems (ditches, drains, surface
water diversions, etc.) and from any groundwater lowering and surface drainage
ditches,
xvi. 50 feet between treatment units and property lines, and
xvii. 50 feet between infiltration units and public right of ways.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 6 of I3

12. The following shall be requirements for the reclaimed water distribution, storage, and utilization
facilities:
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water-
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
i. All reclaimed water piping and appurtenances shall be either colored purple (i.e., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLA&MI) WATER —
DO NOT DRINK" or be installed with a purple (i.e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. Identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION: RECLAIMED WATER -- DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable duality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
13. The disposal system shall be connected to a rain or moisture sensor that shall indicate when reclaimed
water application is not appropriate in accordance with Condition111.4. and III.5. of this permit.
III. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times. The facilities shall be effectively
maintained and operated as a non -discharge system to prevent the discharge of any wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
2. Upon classification of the wastewater treatment and reclaimed utilization facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules,
3. A suitable year round vegetative cover shaI1 be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of irrigation systems.
4. Adequate measures shall be taken to prevent ponding or runoff from irrigation areas.
5. Irrigation (spray and/or drip) shall not be performed during inclement weather or when the ground is
in a condition that will cause ponding or runoff.
6. No type of wastewater and/or reclaimed water other than that from the Pamlico Regional Wastewater
Facilities shall be irrigated and/or infiltrated onto disposal areas.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 7 of 13

7. Automatically activated standby power sources shall be maintained at the Oriental WWTF, Bayboro
WWTF and Arapahoe Spray Site and shall be operational at all times. If a generator is employed as
an alternate power supply, it shall be tested weekly by interrupting the primary power source.
8. Public access to the reclaimed water irrigation sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site.
9. The residuals generated from these treatment facilities must be disposed 1 utilized in accordance with
15A NCAC 02T . i 100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
10. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
11. Freeboard in the Bayboro Treatment and Storage Lagoons, the Oriental Lagoon, and the River Dunes
Basins shall not be Iess than two (2) feet at any time.
12. A waste -level gauge, to monitor waste levels in storage ponds, shall be provided. This gauge shall
have readily visible permanent markings indicating the maximum liquid level at the top of the
temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage
volume, and the lowest point on top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge.
13. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), berms, pipe runs, erosion control areas, and surface water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible.
14. No traffic or equipment shall be allowed on the disposal areas except while installation occurs or
while normal maintenance is performed
15. All reclaimed water from the 500,000 GPD Oriental Reclaimed Water Plant shall be routed to the
Oriental three (3) stage facultative lagoon, should the limit for fecal coliform (daily maximum
concentration of 25 -per 100 ml) or turbidity (instantaneous maximum of 10 NTi1) be exceeded, until
such time that the problems associated with the treatment capability of the reclaimed water treatment
plant have been corrected. The reclaimed water sent to the Oriental facultative lagoon shall be
irrigated at the Arapahoe Spray Irrigation Facility.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses.for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H .0800.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 8 of 13

3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurement. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that the accuracy of the measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file for a period of at least three years. At a minimum, data to be included in
this documentation shall be:
a, Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and
location(s) for the parameter(s) specified in Attachment A.
S. The Permittee shall maintain adequate records tracking the amount of wastewater disposed. These
records shall include, but are not necessarily limited to the following information:
i. Date and time of irrigation,
ii. Volume of wastewater irrigated,
iii. Zone irrigated,
iv. Length of time zone is irrigated,
V. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings for each zone,
vi. Weather conditions, and
vii. Maintenance of cover crops.
6. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the Bayboro
Treatment and Storage Lagoons, the Oriental Lagoon, and the River Dunes Infiltration Basins shall be
recorded weekly.
7. Monitor wells shall be sampled after construction and within three months prior to initiating waste
disposal operations. Monitor wells shall be sampled thereafter at the frequencies and for the
parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms, and monitoring data shall refer to the permit number and the well nomenclature as provided in
Attachment C and figures attached to this permit.
Two copies of the results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
WQ0013348 Version 2.7 SheIl Versions 070627 and 120726 Page 9 of 13

9. Three copies of all monitoring data [as specified in Conditions IV.3. and IV.4.1 on Form NDMR for
each point prior to irrigation (PP1) and three copies of all operation and disposal records [as specified
in Conditions IV.5. and IV.6.] on Form NDAR 1 and NDAR-2 for every permitted facility shall be
submitted on or before the last day of the following month. If no activities occurred during the
monitoring month, monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
'Raleigh, North Carolina 27699-1617
10. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
11. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation field at the Arapahoe Spray Irrigation Facility and the results maintained on file by the
Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall include, but is not
necessarily limited to, the following parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
Copper
pH
zinc
Magnesium
Base Saturation (by calculation)
Phosphorus
Cation Exchange Capacity
Exchangeable Sodium Percentage
12. Maintenance Iogs shall be maintained at the Oriental Reclaimed. Water Scalping Plant including but
not limited to the following items:
a. Daily sampling results of dissolved oxygen in the aeration basin and at the clarifier weir,
b. Visual observations of the plant and plant site,
c. Record of preventative maintenance (changing of filters, adjusting belt tensions, alarm
testing, diffuser inspections and cleanings, etc.),
d. Date of calibration of flow measurement device, and
e. Date and results of power interruption testing on alternate power supply.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 10 of 13

13. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-6481, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant
amounts of wastes which are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any utilization area.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure proper operation
of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Permittee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page l 1 of 13

3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Permit NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the
Permittee, a formal permit request must be submitted to the Division on official Division forms,
documentation from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee within 30 days after being billed by the Division. Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T .0105(e).
Permit issued this the 25th day of February 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r Chu Wakild, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013348
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 12 of 13

Permit No. WQ0013348 Wastewater Irrigation and Reclaimed Water Utilization
Bay River MSD February 25, 2013
Pamlico Regional Wastewater Treatment Facilities Pamlico County
❑ Bayboro WWTF ❑ Oriental WWTF ❑ River Dunes Disposal ® Arapahoe Disposal
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
In accordance with 15A NCAC 02T .0116, I, ,
as a duly registered Professional Engineer in the State of North Carolina, having the Permittee's
authorization to ❑ periodically ❑ weekly ❑ fully observe the construction of the permitted facility,
hereby state to the best of my abilities that due care and diligence was used in the observation of the
construction, such that the facility was built within substantial compliance and intent of this permit, the
Division approved plans and specifications, and other supporting documentation.
❑ Any variation to this permit, the Division approved plans and specifications, and other supporting
documentation has been documented in the attached as -built drawings, and shall serve as the
Permittee's minor modification request to amend the permit accordingly.
Provide a brief narrative description of any variations:
Professional Engineer's Name
.. ... ...... _.......... ........................................................._.............
Engineering Firm
Mailing Address
City ---- ..
i
Telephone E-mail
......_........................... _... ..... ... .._............ .
State Zip
NC PE Seal, Signature & Date
THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
LAND APPLICATION UNIT
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
By Courier/Special Delivery_:
512 N. SALISBURY ST.
RALEIGH, NORTH CAROLINA 27699-163 6 RALEIGH, NORTH CAROLINA 27604
WQ0013348 Version 2.7 Shell Versions 070627 and 120726 Page 13 of 13

ATTACHMIENT A - LD41TATIONS AND MONITORING REQUIREMENTS
PPI 001- Oriental Reclaimed Water Effluent
Permit Number: WQ0013348 Version; 2.7
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
BOD, 5-Day (20 Deg. C) - 00310 - Summer
10
mg/l
15
mg/l
2 X month
Composite
BOD, 5-Day (20 Deg. C) - 00310 -Ranter
10
mg/1
15
mg/1
Monthly
Composite
Solids, Total Suspended - 00530 - Summer
5
mg/1
10
rn9/1
2 X month
Composite
Solids, Total Suspended - 00530 - Winter
5
mg/1
10
mg/l
Monthly
Composite
Nitrogen, Total (as N) - 00600 - Summer
I0
mg/1
2 X month
Composite
Nitrogen, Total (as N) - 00600 - Winter
10
mg/1
Monthly
Composite
Nitrogen, Ammonia Total (as N) - 00610 - Summer
4
mg/l
mg"
2 X month
Composite
Nitrogen, Ammonia Total (as N) - 00610 - Winter
4
mg/l
mg/l
Moiztbly
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616 - Summer
25
#/looml
2 X month
Grab
Coliform, Fecal MF, M-FC Brotb,44.5C - 31616 - Winter
25
#/iooml
Monthly
Grab
Solids, Settleable - 00545
Daily
Grab
Chlorine, Total Residual - 50060
Daily
Grab
Solids, Total Dissolved - 70295
3 X year
Grab
Nitrogen, Nitrate Total (as N) - 00620
3 X year
Grab
Carbon, Tot Organic (TOC) - OM80
3 X year
Grab
Chloride (as CI) - 00940
3 X year
Grab
pH - 00400
6-9
su
3 X year
Grab
Turbidity, HCH Turbidimiter - 00076
10
ntu
Continuous
Recorder
Flow, in conduit or thru treatment plant - 50050
320,044"
gpd
Continuous
Recorder
a Monthly average flow shall be monitored at a point prior to irrigation/infiltration.
b Summer: April 1 — October 31, Winter: November 1 -- March 31
3 X year monitoring shall be conducted in March, July & November.
WQ0013348 Version 2.7 Attachment A Psge 1 of 3

PPI 004 - Bayboro WWTF Effluent (After Phase II Expansion)
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
Nitrogen, Nitrate Total (as N) - 00620
Monthly
Composite
Nitrogen, Kjeldahl, Total (as N) - 00625
Monthly
Composite
Solids, Total Suspended - 00530
90
mg/l
Monthly
Composite
Nitrogen, Ammonia Total (as N) - 006I0
Monthly
Composite
BOD, 5-Day (20 Deg. C) - 00310
60
mg/1
Monthly
Composite
Coliform, Fecal MP, M-FC Broth,44.5C - 31616
200
#/I00 ml
Monthly
Grab
Chlorine, Total Residual - 50060
5 X week
Grab
pH - 00400
1
1
1
5 X week
Grab
Flow, in conduit or thru treatment plant - 50050
500,000
GPD
L
Continuous
Recorder
WQ0013348 Version 2.7 Attachment A Page 2 of

THIS PAGE BLANK
WQ0013348 Version 2.7 Attachment A Page 3 of 3

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LEMIITATIONS
Bay River Metropolitan Sewerage District -- Pamlico Regional Wastewater Facilities
Permit Number. WQ0013348 Version. 2.7
UTILIZATION AREA INFORMATION
APPLICATION LIMITATIONS
Zone/
Basin
Owner
County
Latitude
Longitude
Net
Acreage_
Dominant
Soil Series
Parameter
Hourly
Max
Yearly
Max
Units
01
Bay River MSD-Pamlico Reg Fac
Pamlico
35"04'02"
76050'16"
11.73
Tomahawk
01284 - Application Surface irrigation
0.5
68.3
inches
02
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'57"
76050'16"
10.27
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
03
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'51"
76050'16"
15.24
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
04
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'44"
76050'20"
10.42
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
05
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'40"
76050' 19"
11.20
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
06
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'33"
76050' 16"
12.03
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
07
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'23"
76'50'11"
14.16
Tomahawk
01284 - Application Surface Irrigation
0.5
68.3
inches
08
Bay River MSD-Pamlico Reg Fac
Pamlico
35004'03"
7605051"
13,95
Stallings /
Lynchburg
01284 -Application Surface Irrigation
0.2
37.5
inches
09
Bay River MSD-Pamlico Reg Fac
Pamlico
35"03'55"
76050160"
21.59
Nobocco /
Goldsboro
01284 - Application Surface Irrigation
0.13
52.0
inches
10
Bay River MSD-Pamlico Reg Fac
Pamlico
35003'50"
7605 F03"
18.55
Nobocco /
Goldsboro
01284 - Application Surface Irrigation
0.13
52.0
inches
IB-1
River Dunes Corp
Pamlico
35004'52"
76'36'49"
4.00
Yonges
0I284 - Application Surface Irrigation
NA
0.37
gpd/sf
1B-2
River Dunes Corp
Pamlico
35004'21"
76037'02"
2.83
Argent
01284 - Application Surface Irrigation
NA
0.37
gpd/sf
IB-3
River Dunes Corp
Pamlico
35904'21"
76'37'26"
14.97
Argent
01284 - Application Surface Irrigation
NA
0.34
gpolsf
RD-1
River Dunes Corp
Pamlico
35004'47"
76037'01"
19,20
Yonges
01284 - Application Surface Irrigation
0.05
10.9
inches
RD-2
River Dunes Corp
Pamlico
35004'36"
7603644"
22.60
Yonges
01284 - Application Surface Irrigation
0.05
10.9
inches
RD-3
River Dunes Corp
Pamlico
35004'34"
76037'07"
7.00
Yonges
01284 - Application Surface Irrigation
0.05
10.9
inches
R.D-4
River Dunes Corp
Pamlico
35004'52"
76036'49"
7.10
Yonges
01284 - Application Surface Irrigation
0.05
10.9
inches
RD-5
River Dunes Corp
Pamlico
35004'60"
76036'54"
2.40
Yonges
01284 - Application Surface Irrigation
0.05
10.9
inches
Total
219.27
WQ0013348 Version 2.7 Attachment B Page I of 2

THIS PAGE BLANK
WQ0013348 Version 2.7 AttachmeDt B page 2 of2

ATTACEi1VIENT C — GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0013348 Version: 2.7
Monitoring wells: MW-1, MW-2, MW-3, MW-4 (or MWC-4R), MW-5, and MW-6 located at the Arapahoe Site;
MW-7, MW-8,MW-9, MW-10, MW-11, MW-12, MW-13, and AM-14 located at the Bayboro Site;
MW-15, MW-16, and MW-17 located at the Oriental Site;
MW-18, MW-19, MW-20, MW-21, MW-22, and NM-23 located at the River Dunes Site.
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
Parameter Description - Parameter Code
Daily Maximum
Frequency Measurement
Sample Type
Footnotes
Water level, distance from measuring point - 82546
3 X Year / Monthly
Calculated
1, 2, 3
pH - 00400
6.5 - 8.5
su
3 X Year / Monthly
Grab
1,2
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X Year / Monthly
Grab
l
Solids, Total Dissolved- 180 Deg.0 - 70300
500
mg/1
3 X Year / Monthly
Grab
1
Carbon, Tot Organic (TOC) - 00680
3 X Year / Monthly
Grab
1,6
Chloride (as Cl) - 00940
250
mg/1
3 X Year / Monthly
Grab
1
Nitrogen, Ammonia Total (as N) - 00610
3 X Year / Monthly
Grab
1
Nitrogen, Nitrate Total (as N) - 00620
10
mg/l
3 X Year / Monthly
Grab
1
Volatile Compounds, (GCIMS) - 78732
Annually
Grab
1, 4, 5
1. 3 X year monitoring shall be conducted in March, July & November for wells located at Arapahoe, Bayboro, and Oriental sites. Monthly monitoring shall be conducted for wells located at the
River Dunes site. Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement
o£pi4 shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top
of casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
C. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQL at 0.5 µg/L or less
e. Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWQ certified to run any method used.
b. The method used must, at a minimum, include all the constituents listed in Table Vffi of Standard Method 6230D.
c_ The mctbod used must provide a PQL of 0.5 µgo.. or less that must be supported by Iaboratory proficiency studies as required by the DWQ Laboratory Certification Unit Any constituents
detected above the MDL but below the PQL of 0.5 µg/L must be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Washington Regional Office Aquifer Protection Supervisor, telephone
number [phone], must be contacted immediately for further instructions regarding any additional follow-up analyses required.
WQ0013348 Version 2.7 Attachment C
Page 1 of 2

6. If TOC concentrations greater than 10 mg/1 are detected in any downgradient monitoring well, additional sampling and analysis must be conducted to identify the individual constituents
comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/l, this concentration will be taken to represent the naturally occurring
TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figure 3, 4, 5, 7, 9, 11, and this attachment.
WQ0013348 Version 2.7 Attachment C Page 2 of 2

PROJECT
+ �.h
WEYERHAEUSER COMPANY
TIMBERLANDS ACCT/LAND RECORDS
I
AREA
N
�,
a a 41 '�
i
qJ •
\
W4LLIAM O'NEAL WHITE ET US(
MARTY WHITE
DB 507 PG 853
y
ti l
PROPOSED �. P O `}
Gd r - Nrc-RR ! Q° l �AMLICO COMMUNITY COLLEGEDB 171 PG 426
9 � � � s1e•xl' 'O � L�`°J'
;• 7,43.56' �• - :. _ �• . 11 �
;}� .;• c &erg _� ZONES I' � ,�idkN&6.ED1 �a / . - �- , �,• ;� ,N;J,; �. � ' � '-'`�'"'=:�:j f �
GFOR P. WI I ' •' ~'�"�`` 1�:,1 GE LL S 4• � 7 r�
r ! �i i I !�7 ii r` 1 L ZONE
OB 399 PC 274 • j y 1 , ;i 1 I �' N. +n 1 1 I i ! i i I r ! i I"+' 1 ? F- '>' (NO CHANG-
4 ## ►ilii,i rllillll �r !i `tom_ •SL• ,° ��E
o. rii it iliiiiiJ _ ._ �,�`� s � -
I`Y 7
e _ w1C(7 7 r i , p ' ±J•3-i:(�]' a ,,�rt� ZONE Z ��'1�t J J r° �P I:
}� b r r•r _ r y�,! r \ I �! 1! r a '� `; - •6P t HAH 7 � J" � - c'��4
t7 `y'.A
~ ' ro' 1 • ` 5 1 ZONE J i `I rrr �l r � � F` \ \ �. 0. ` ��J� • SLZONE 3
♦ U
�l
w I5
'� - :< I•i f r 1 : � \ •'� � � - - WEYERHAEUSER- COMPANY
o 4aRNE�NEp r T °
f.] t, �,� - YF�;,�_�TIMBERLANQS.ACCTJLAhD-RECORDS -
O� 1\ - - ; sE •4 ,f bec _ DB 2YA,PG--358
WEYERHAEUSER COMPANY 1 r` I '� \
TIMBERLANDS ACCT/LAND RECOR r f + rp+ , �� .� - .-`r l', h� �r �4'• /�+� - .. -
QNN NEOI -~`-• !L ` RSl3r 1. w ` . ;�, ° • .� J..J�, ��• y-�'�
�� 1 1lll j, it{-• r~:::
z4NE 1Q= li r r ZONE : , . ,�•�� }
� {5J 7rl � 1' 1 1`°I'7 ' ! i 1 �' � F.� -' - 4�� . o ��. L • / � .-a ..-:••i=t :::-�i=%=: c-1 4 .. .
�; E j I c 1 r _.i - _ e � 1, �`, f-. 1.♦� ,�,��.�.•���,�,� � �.:.
,
r pp
ri-
�[
It
kw
A N
JAMES A BRI NSON,7 SR.
I DB 204 PG 109 !r I 1L
ILI 1 >" 11�• - I n WER COMPANY
EYERHAEUS_ -
ERLANDS ACCT/LANO RECORDS -
/v
. R • R �� a "F l«505' iai6^E-
s5+. ri^
c v ..fey\\ _- -
;+[� ��i � d r '1 95 23 ar. ZONE 6
IRRIGATION SUMMARY ~„ y r..� _ - �__.. .rt__.._e�_ IN HANG 7 f
SECONDARY EFFLUENT ;: 71 P._ Q r - (.11T A rd 4 ;s(y � o (l c� •' •" ,,. - _ - ..
\r _ E
ZONE
AREAD
GAL/DAY/A
INCH/WEEK
Gp IIY
COMMENTS -
1
11.73
5081.21
1.31
59,603
NO MODIFICATION
2
10.27
5081.21
1.31
52,184
NO MODIFICATION
3
15.24
5081.21
1.31
77,438
NO MODIFICATION _
4
10.42
5061,21
1.31
52,946
NO MODIFICATION -
5
11.20
5081.21
1.31
56,910
NO MODIFICATION
6
12.03
5081.21
1.31
61 127
NO MODIFICATION
7
14,16
5DB1.21
1.31
71.950
NO MODIFICATION
6
13.89
2796.47
0.72
38,843
EXPANDED, HIGHER APPLICATION RATE
9
21.59
3862.38
1.00
83.389
EXPANDED. HIGHER APPLICATION RATE
10
18.55
3862.38
1.00
71.647
EXPANDED, HIGHER APPLICATION RATE
TOTAL
142.65
626.037
ZONE .7A,
.1 . � � LJ v I _ _..� 1 : �� �{ .n of •��•�1:•�:�::`�'` � �� - _ i
y. S R;\? . 6--�I ,�' , 14Y5r�6�aA�lxfiliiCE•EFF" R E Y I
tiJ w 12
o
121 y
♦- \ 9 . �,--, f ���rJ' ". `1. __ �p Q -�,'�.�,.� C_P ,J`�•+•` � � % rP���Ii�G�EII
NaE•23'/1 ,E art xffi7• 5 EECIL H. STRYg1, JR
/]f 4 JLKL L. STYRON
NORA CAftOLYN M. SHORT
I` CECIL H STRYON, JR , I ➢B IrD PG Tos
JEWEL L. STYRON r'� , v - A - 08 475 PG 004
PB 2255 PG 247 _ r,J �% : COMPOSITE PROPCSEB PLAN
y ER ISIINC PRIwATE
r PRANCES M. AL�ThiAN, JR ET UX
1 'j DONNA LEE ALTMAN a FRANCES M, ALTMAN, A ET'Ux r7 AL7R A PppA H O E S PR A Y F I
r
DB 534 PG 134
p-pONNA LEE ALIMAN / ZONES , 9, & 10
U E X P A
�y [j ° •��_I� / D8 534 PG i34
a _
BAYBORD PAMLICO CCUNTY NORTI
BAY 41VEER MEfTROPOLITAN
iaP SEAL Vt ° OWNERS SEWER 015TRICT DE
e 's seas = ADDRESS:101 N. FOURTH
L 9,';•Qy,. .,; -4'.S� E£T
8S5
BAYBpRO, 225 of
E PHON252-45-AF
300,
PROJECT N0.' P1405-010 S STROUD ENGINEERING, P.A. Dr
• GRAPHIC SCALE: 1"=300' Sx
DRAWING N0. • O03/ `� 101 E I1T� I-REE STAFET Sc
RICHARD.A. BROWN. Pc� 12521 756-135THCAROLENA SilSa
L ICE,+SC +4-S-RHr S4

NOTE
1. THE ALUM MIM LATERALS IN ZONE 8 WILL BE REPLACED WITH
HOPE LATERALS WHICH WILL HAVE THE SAME LAYOUT AS BEFORE.
THE EXTENSIONS SHOW OH THE PROPOSED PLAN WILL BE OF HOPE
MATERIAL AS ;!ELL.
PROPOSED NUZZLE SUMMARY
ZONE R
MD. OF NOZZLES
TE1
OQZZLE OZMETER
NA,
RADIUS
46
SPRAT RITE [CPU)
7•43
• SPRIIR[LER HEAD 15 RAINGINS 69 29 JN-
NWZZLC xBEEN A5 AI(W17l NEC BY BM15B,
R
f
NTB.IT WL h6R."R
2117.58 193. Vy
9J.
�1\ Ex. CITE"
C,
ER. 12' FOIICENAIN
�� E." , .^JI'+_ CT i%�''`'' f _ ++: .tom•;.
EXISTING CONDITIONS PLAN
PROJECT NO, :P1405-Q)
DRAWING NO.' 004
ii
it
i'
it
0
LEGEND
25' DITCH SETBACK
PROPOSED CHAINLINK K—I—
FENCE BY OTHERS PROPOSED ELECTRIC \\\\\\
BUTTERFLY VALVE
EXISIINC
CNAINL INK FENCE CHECK VALVE
EFFLUENT FORCE NA;N �trT FK— , \ \ `
IONITORINC WELL
EUFURE REUSE EFlLPRDPOSE0 LATERAL
ISENE FDRCEN►IN �.. wnr F.... T �
PROPERTY LINE -•—e— ,
TNFLVCNT FORCENAIN 1
70NE LINE
FUTURE REVS{ COWL ILNCE BDUNp ART
IRFLIANT FOFCE"IN
REVIEW BOUNDARY ----A—
PROPOSED A'SERER --v—FF_ EXISTING LATERAL _________
TD REMAIN PROPOSED PLAN
POTABLE RATER NINE — _ r _ _ .
{IIST INC SPRAY �
BENCx7AARK e NOZZLE 70 READiN
TOP OF BANK ----+R•--- ..-
[XISTINC SPRAY REMOVED
0U EXISTING IMG YAWUAL _ NOZZLE 70 9E REAEe F ' i ��•4tY' WR"•.,p
BUTTERFLY VALVE '- r.Z�+�fEaBlp V7'Y1.
BUTF0 MANURE ►� PROPOSED SPRAY NOZZLE .'A BUTTERFLY
TgRVALVE SEAL
Ex IST1/
NG ELECTRIC s p A9aB45 f
BUTTERFLY VALVE ,-ryAZTN*
f00' S0' f0O' p' y�hp�111.
GRAPHIC SCALE?
RICHARD A. BROWN. PE
L•7ERK WWI iM1L LAYOUT
ZS' OITCN SETBACK
40' RADIUS ITYPICLLT
lYI-74
BE
A8.00E0 T
FROPOSED LATERALS &
NOZZLES IFYPI
�- 3-$3" CROSS
7

PROJECT NO. • P1405-010
DRAWING NO.: 006
COMPLIANCE BOIRADARv
Y' IDD' VETLAN05 SETBACK
I
"I
LI AND
k
ZONE 9
TYP
j ` 6=
Ry
{
�.:A.
4 I I 1
B�HEECER
1,� ' :K
250'
'v* '4L
T1'P
4
NOZZLE SUMMARY
ZONE 9
40. OF NOZZLES
1 272
.NOZZLE DIAMETER
%,
RADIUS
L4
SPRAT RATE IGPY)
•.A!
NDIINES. LER NASNBFEk INWIF� RBY MOBRIMSDEL JH.
1
... rT rTirll•—i
iDUNDARY may.
- .I j -i
I1Rlu \i . _.. :~-•..j :w r'i 1
l-
��w
1A y,-
AL
[7TP ICI i i' `S;�O:P, 1 l[
1
I! f I
I
'
TE
ARE
BOLINDARY
'�`�,- � Acj4 __ �-iOO• 'p t[Cr SETB►�
e�
A2K'�'
A! 100' 2D0'
GRAPHIC SCALELP-100'
LEGEND
PROPOSED CNAINL[NK
•—+—
PEACE BT OTHERS
[vaLuL lxA FfNiE
-
fffLUERI FORCENA$N
FUTURE REUSE
-
EFFLUENT FORtEuAIN
INFLUENT FORCENAIN
--. l—
FUTURE REUSE
INFLUENT FORCEANLIx
... ✓tIr r....
PROPOSED A'SEVER
-u-s:-
PCTABLE CATER L[WE
— . --
BEKCRMARK
TOP OF BANK
EKISTING ANNUAL
But TERFLT VALVE
PROPOSfP MANUAL
ay
BVITERfLT YALYE
ELECTRIC
BUTSTIA4TERFLY VE
BMITERFLT VALVE
PROPOSED ELECTRIC
SUTTEAFLT VALYE
[HECK VALVE
QQ
ZONE U
WMITORrHO TELL
PROPOSED LATERAL
PROPERTY LINE+g--
ZONE LINE
— 2—
00NPLIANtE BOUNDARY
---•C-•--
REVIEv BOUNOART
R•---
EXISTING LATERAL
---------
TO REMAIN
EXISTIW SPRAT
,
NOZZLE TO REMAIN
\`•.
PROPOSED SPRAY NOZZLE
O
`L.
PROPOSED LATERAL
`. AND NOZZLE
IIYPICAL>
NOTES
\`
1. ALL ALVMI NVx LATERALS SHALL BE TERMINATED
a5 SHOVN ON DETAIL-
3-90' BExD
I. CNLY ALUMI" LATERALS %HALL BE USED IN
ZOkE 9 TO MATCH Ea ISTINC
LATERALS.
100' DITCH SETBACK
R E V I S
Aw
t
,rinr
CROSS
1 fTP ICALF
• PSH,CAgO'rr
i� SFAE F� -
i 3CB4S i
S ��RO A, gQ,Y,vi
RICH►RD A. BROW

[OAPLI
'A' TO 'S'
581.OS'41'E - 42.73'
ST1.03'48'E - 12f.9T'
1.6of:34-C - 51.51'
W36:2022AE - 1, 09'
57T•07'51'E - IN.IS'
10 t•53'tT-E - 9.S3'
$56.03'09% -6.3. 19'
S1 P27'18'W
$46. 25,29,E - 50.51,
ST6.10'47'E - 40.59'
568.497G'E _ 67. 14'
N61.50'02 % - 16.S7'
STS•OS'ZI-E - 48.76"
N77.08'33'E - 18. 97'
N61.00'45'E 57.84,
541.09'56-E
06
WE
NTS•tp'31'E - 46•T6'
N66.15'5S'E - 36.. Y
N65'26'17'[-147.40'
N64'2T'14-E -24.4f'
NTw53'43'E - 65,12'
WIND
'174E - 103.59'
N42'S2'3f:[ - 115.86,
NT3'09'S6'; - 163.00'
N10•IB'ZO'E
N61.31'32•E - 193.39'
N50.56'16"E - 58.02
NTT'15'44'E - 14e.69'
N63'S7'37'E - 210.51'
PROJECT NO.: P1405-DID
DRAWING NO.; 008
I 0 100' 200'
GRAPHIC SCALE:1'.100'
NOZZLE SUMMARY
ZONE 10
NO. OF NOZZLES
231
4N0121.E 0A1ETER
R!L'
RADIUS
49
SPRAY RATE 4CP1-1
5.16
ZO, _ SPIT IxRLE4 NERD IT RAINOIRE IOOEI M ix -
IN NOZZLE x45 BEER MODIFIED 8r 9RIA<G.
LEGEND
PROPOSED CxAIxLl/a
FENCE By BY OTHERS
ExtST IR6
CHAINLINN FENCE
EFFLUENT FOACEMAIR
—11 n—
FUTURE REUSE
EFFLUENT FORCEMA IN
INFLUEN7 FORCEMAIN�.--
FUTURE REUSE
INFLUENT FORCEMAIN
-..
PROPOSED 4'SEWER
—n—ss-
POIABLE WATER LINE
--.r--.
BENCHMARK
e
TOP OF BANK
-----`®---
E XISI ING MANUAL
,.•-
BUTTERFLY VALVE'
PROPOSED MANUAL
BUTTERVLf VALVE
E KSST [HL ELECTRIC
TTRFL BUEI VALVE
PROPOSED ELECTRIC_
BUTTERFLY VALVE
C-ECA VALVE
MONITORING WELL
PROPOSED LATERAL
PROPERTY L[RE
ZOFE LINE
—2_
COIL IAKE BOLM/AR7
-•-.4-._.
REVIEW $01.0 RT
—R—
LATERALwM
EXISSTTING
EXISTING SPRAY
NOZZLE 14 REMAIN
PROPOSED SPRAT NOZZLE
O
—..L — LAFN\JNVPI — T"x Vf MALL rLR11
3iRAPAHOE SPRAYFIELD
z;'�� •h
ZONES S, 9, & 10 EXPANSION
.,•`oP ROM'
r:'oF ES8�p4Gys
SAYBORO PPyAANL NORTH CAROL INA
ARP SEAL 1. i
pp yy[ECOOppCOUNTY
01►NER= SEWERIpTSTH[CTOPOLITAN
DESIGNED: LES
's7<•�F9 d
p
ADDRESS:101 N. FOVRT28515EET
g p c
4514012
DRAWNIRAB/LHJ
APPROVEDI LES
�''O1• r
PHONE: 252—
STROUD ENCINEERING, P.A.
DATE 110-1-12
107.4 COMMERCE S71EET
SCALE- 1 u=100'
RICHARD A. BROWN. PE
BIEZNVILLE• MONTH CAR0.IYA 2H56
125l1 ISL-Wes= Lf4INa IO.K-OL41
SNEETCB OF 9