NC0020575_SOC (application),_20210521

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
APPLICATION FOR A SPECIAL ORDER BY CONSENT (SOC)
I. PERMIT RELATED INFORMATION:
1. Applicant (corporation, individual, or other): _Town of Mount Olive RECEIVED
2. Print or Type Owner's or Signing Official's Name and Title: MAY 2 1 2021
Jammie Royall, Town Manager NCDEQ/DWR/NPDES
3. Facility Name (as shown on Permit): _Mount Olive Wastewater Treatment Plant
4. Owner Phone: [phone] (or)
5. Owner Email: mana er ,townofmountolivenc.com
4. Application Date:
5. NPDES Permit No. (if applicable): NC0020575
6. Name of the specific wastewater treatment facility(if different from 1..3. above):
II. PRE-APPLICATION MEETING:
Prior to submitting this completed application form, applicants must meet with the appropriate
regional office staff to discuss whether or not an SOC is appropriate for this situation. Please
note the date this meeting occurred and who represented the permittee:
Representative: _Jammie Royall, Town Manager Date: 10/10/2019
Note: This was a teleconference meeting with NCDEQ representatives. The Meeting Summary is
attached to this application in Attachment F.
III. ADDITIONAL FLOW OR FLOW REALLOCATION:
In accordance with NCGS 143-215.67(b), only facilities owned by a unit of government may
request additional flow.
Additional flow may be allowed under an SOC only in specific circumstances. These
circumstances may include eliminating discharges that are not compliant with an NPDES or
Non-discharge permit. These circumstances do not include failure to perform proper
maintenance of treatment systems, collection systems or disposal systems. When requesting
additional flow, the facility must include its justification and supporting documentation.

If the requested additional flow is non-domestic, the facility must be able to demonstrate the
ability to effectively treat the waste and dispose of residuals. The applicant must provide a
detailed analysis of the constituents in the proposed non-domestic wastewater.
The total domestic additional flow requested: 12,000 gallons per day.
The total non-domestic additional flow requested: 220,000 gallons per day.
The total additional flow(sum of the above): 232,000 gallons per day.
Please attach a detailed description or project listing of the proposed allocation for additional
flow, with an explanation of how flow quantities were estimated. Further, any additional flow
requested must be justified by a complete analysis, by the permittee, that additional flow will not
adversely impact wastewater collection/treatment facilities or surface waters.
IV. NECESSITY NARRATIVE:
Please attach a narrative providing a detailed explanation of the circumstances regarding the
necessity of the proposed SOC. Include the following issues:
• Existing and/or unavoidable future violations(s) of permit conditions or limits(s),
• The existing treatment process and any process modifications that have been made to
date to ensure optimum performance of existing facilities,
• Collection system rehabilitation work completed or scheduled(including dates),
• Coordination with industrial users regarding their discharges or pretreatment facilities.
Identify any non-compliant significant industrial users and measure(s) proposed or
already taken to bring the pretreatment facilities back into compliance. If any industrial
facilities are currently under consent agreements, please attach these agreements,
• Date and outcome of last Industrial Waste Survey,
• Whether or not the facility is acting as a regional facility receiving wastewater from other
municipalities having independent pretreatment programs.
V. CERTIFICATION:
The applicant must submit a report prepared by an independent professional with expertise in
wastewater treatment. This report must address the following:
• An evaluation of existing treatment units, operational procedures and recommendations
as to how the efficiencies of these facilities can be maximized. The person in charge of
such evaluation must sign this document.
• A certification that these facilities could not be operated in a manner that would achieve
compliance with final permit limits. The person making such determination must sign
this certification.
• The effluent limits that the facility could be expected to meet if operated at their
maximum efficiency during the term of the requested SOC (be sure to consider interim
construction phases).
• Any other actions taken to correct problems prior to requesting the SOC.
2

VI. PREDICTED COMPLIANCE SCHEDULE:
The applicant must submit a detailed listing of activities along with time frames that are
necessary to bring the facility into compliance. This schedule should include milestone dates for
beginning construction, ending construction, and achieving final compliance at a minimum. In
determining the milestone dates,the following should be considered:
• Time for submitting plans, specifications and appropriate engineering reports to DWR for
review and approval.
• Occurrence of major construction activities that are likely to affect facility performance
(units out of service, diversion of flows, etc.)to include a plan of action to minimize
impacts to surface waters.
• Infiltration/Inflow work, if necessary.
• Industrial users achieving compliance with their pretreatment permits if applicable.
• Toxicity Reduction Evaluations (TRE), if necessary.
VII. FUNDING SOURCES IDENTIFICATION:
The applicant must list the sources of funds utilized to complete the work needed to bring the
facility into compliance. Possible funding sources include but are not limited to loan
commitments, bonds, letters of credit,block grants and cash reserves. The applicant must show
that the funds are available, or can be secured in time to meet the schedule outlined as part of this
application.
If funding is not available at the beginning of the SOC process, the permittee must submit a copy
of all funding applications to ensure that all efforts are being made to secure such funds.
Note: A copy of the application should be sufficient to demonstrate timeliness unless regional
office has reason to request all information associated with securing funding.
THE DIVISION OF WATER RESOURCES WILL NOT ACCEPT THIS APPLICATION
PACKAGE UNLESS ALL OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE
SUBMITTAL.
Required Items:
a. One original and two copies of the completed and appropriately executed application
form, along with all required attachments.
• If the SOC is for a City / Town, the person signing the SOC must be a ranking
elected official or other duly authorized employee.
• If the SOC is for a Corporation / Company / Industry / Other, the person signing
the SOC must be a principal executive officer of at least the level of vice-
president, or his duly authorized representative.
• If the SOC is for a School District, the person signing the SOC must be the
Superintendent of Schools or other duly authorized employee.
3

Note: Reference to signatory requirements in SOCs may be found in the North
Carolina Administrative Code [T15A NCAC 2H .1206(a)(3)].
b. The non-refundable Special Order by Consent (SOC) processing fee of$400.00. A
check must be made payable to The Department of Environment and Natural
Resources.
c. An evaluation report prepared by an independent consultant with expertise in
wastewater. (in triplicate)
APPLICANT'S CERTIFICATION:
(NO MODIFICATION TO THIS CERTIFICATION IS ACCEPTABLE)
I, J+ti t 1 o VC. , attest this application for a Special Order by
Consent (SOC) has beenleviewed by me and is accurate and complete to the best of my
knowledge. I understand if all required parts of this application are not completed and if all
required supporting information and attachments are not included, this application package may
be returned as incomplete. (Please be advised that the return of this application does not prevent
DWR from collecting all outstanding penalties upon request). Furthermore, I attest by my
signature that I fully understand that an upfront penalty, which may satisfy as a full
settlement of outstanding violations, may be imposed. {Note: Reference to upfront penalties
in Special Orders by Consent may be found in the North Carolina Administrative Code [T15A
NCAC 2H .1206(c)(3)].}
Date 1-/j7I
Signat e of Signing Official
Printed Name of Signing Official
THE COMPLETED APPLICATION PACKAGE, INCLUDING THE ORIGINAL AND TWO
COPIES OF ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT
TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
POINT SOURCE BRANCH
1617 MAIL SERVICE CENTER
RALEIGH,NORTH CAROLINA 27699-1617
IF THIS APPLICATION IS FOR A NON-DISCHARGE SYSTEM, THEN SEND TO:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
1636 MAIL SERVICE CENTER
RALEIGH NORTH CAROLINA 27699-1636
4

Attachment A for Section III
Special Order by Consent(SOC) Period Flow Allocation Supporting Document
The existing Mount Olive WWTP is permitted to discharge 1.0 million gallons per day(MGD)to the Northeast Cape
Fear River and 560,893 gallons per day to the Town owned and operated reclaim water application tree farm
(under Non-Discharge Permit No.WQ0029169). WWTP flow data from the influent flow meter has shown that
there has been an increase in flow to the plant over the past three years, as high as a monthly average of 3.258
MGD. See Figure 1 below for reference. Due to several major operational issues with the drip irrigation system, it
cannot be effectively utilized for reclaim water disposal, and the 28-million-gallon storage pond can only be used
to store reclaim water up to a certain limit. Additionally, as part of the proposed improvements project for the
WWTP,the drip irrigation system will be replaced with a spray irrigation system. During this construction, no
WWTP effluent would be able to be land applied. As such, it is requested that the SOC modify the National
Pollutant Discharge Elimination System (NPDES) Permit to increase the monthly average effluent discharge limit to
send an additional 1,400,000 gallons per day(2,400,000 gallons per day total)to the Northeast Cape Fear River
over the full term of the SOC Period.
Mount Olive WWTP Influent Flow-Monthly Average
3s
LIL
3
2312
LS IA)] I' , I.45
L393
2.349
2.163
MFtFR OW Of SERVICE1.1I
2.057 1.059
1.991
1.651
1.)3) 3709
1.6)3 1.68
1.6I5
1.399 1.365 1.395 1.335
1.312
1.265
1.166
/339 1.152 1.101 1.119
3969 0.991 1.037
11
1 951
OS
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Figure 1—Mount Olive WWTP Influent Flow—Monthly Average
Since the sewer moratorium was instituted in 2015, it is estimated that the Town of Mount Olive has permitted the
addition of 145,000 gallons per day of industrial wastewater flow and 12,000 gallons per day of domestic flow to
the collection system. Additionally,the Town of Mount Olive has permitted the future addition of approximately
75,000 gallons per day from the Mount Olive Pickle Plant(industrial source). Therefore,the Town of Mount Olive
is requesting an additional flow allocation of 232,000 gallons per day to the collection system as part of this SOC
application.See below for more details on estimate of flow added since the 2015 sewer moratorium.
1

The Town of Mount Olive has the following list of addresses that have received sewer tap permits since the
moratorium was instituted in 2015. See Table 1 below.
Table 1—List of Addresses of Structures with Added Sewer Taps since Moratorium
Address Year Built Structure Type Name(if applicable)
170 COUNTY RD 2020 Mobile Home
225 DOGWOOD LN 2020 Mobile Home
205 W NC 55 HWY 2018 Fast Food Restaurant Hardee's
108 S CHESTNUT ST 2019 Single Family Home
202 W POLLOCK ST 2018 Single Family Home
3506 OLD MT OLIVE HWY 2016 Mobile Home
511 OLIVER ST 2016 Mobile Home
624 E NC 55 HWY 2016 Mobile Home
TALTON AVE 2020 Light Manufacturing Mount Olive Pickle Company
TALTON AVE 2020 Light Manufacturing Mount Olive Pickle Company
201 W NC 55 HWY 2020 Fast Food Restaurant Hwy 55 Burgers Shakes& Fries
1064 W MAIN ST 2019 Single Family Home
997-C HENDERSON DR Unknown Vitamin Shop Herbal Life Nutrition (Haley Club)
997-D HENDERSON DR 2015 Hair Salon Arte Salon
997-E HENDERSON DR Unknown Coffee Shop(Restaurant) Southern Ground Coffee Shop
205 TALTON AVE 2019 Gym Fit 4 Life
201 N BREAZEALE AVE 2021 Medical Office Expansion Mount Olive Family Medicine
109 COOK LANE Unknown Single Family Home
103 NC-55 Unknown Fast Food Restaurant KFC/Taco Bell
1295 N BREAZEALE AVE Unknown Commercial Store Tractor Supply
100 SW CENTER ST Unknown Theater Black Box Theater(by University of
Mount Olive)
541 NW CENTER ST Unknown Brewery R&R Brewing
410 CENTER ST Unknown Warehouse Bobby Denning Realty&Auction
2

The Town of Mount Olive has analyzed its Local Water Supply Plan (LWSP)data to estimate the total amount of
wastewater flow added to the collection system since the moratorium was instituted in 2015. Data was analyzed
from the year 2015 through 2019. 2020 data was not used because it has not been completed and approved by the
State to date. Numbers of water customers with sewer taps and rates of water consumption were compared
between the years of 2015 and 2019. A wasting rate ranging of 90%was then applied to conservatively estimate
the total wastewater flow added to the collection system. Using the best available data from the Town's LWSP
reports, it is estimated that wastewater flowrates changed between 2015 and 2019 as shown in Table 2 below.
Table 2—Estimated Flow Added to Collection System since Moratorium
2015 Avg. Daily Flow 2019 Avg. Daily Flow Change in Avg. Daily Flow
Water Service Type
(GPD) (GPD) (GPD)
Residential 188,610 176,017 -12,592
Commercial 125,100 87,300 -37,800
Industrial 363,500 508,500 145,000
Institutional 11,400 23,400 12,000
Total 688,110 795,217 106,608
3

Attachment B for Section IV
Necessity Narrative
1.01 Need for Special Order by Consent(SOC)
The Town of Mount Olive is currently under sewer moratorium due to a number of issues at the Town's
wastewater treatment plant(WWTP). The Town has obtained the necessary funds from the North Carolina
Office of State Budget and Management(NCOSBM)to resolve the issues at the WWTP with a project that is
described in more detail in the scope of work attached to this application in Attachment G. However,
before the project is completed,the WWTP will be unable to fix these issues and continuously meet all of its
National Pollutant Discharge Elimination System (NPDES) permit limits. Specifically,the WWTP will likely
continue to violate its monthly average effluent discharge limits,especially during the period the existing
drip irrigation system is converted to spray irrigation and all effluent flow must be directed to the Northeast
Cape Fear River. Additionally,the WWTP may violate some other NPDES permit limits,such as Total
Suspended Solids(TSS),when the tertiary filters are down for rehabilitation. Therefore, it has been
determined that an SOC is required during the period of design, bidding,construction, and startup of the
proposed WWTP improvements. Without an SOC the Town will continue to receive NPDES Permit Notices of
Violation (NOVs), especially during the proposed construction period.
1.02 Existing Violations
The Town's sewer system and WWTP have had a number of NPDES NOVs since 2013 and were placed under
a sewer moratorium as of May 15, 2015,which is currently still in effect.The moratorium prohibits the Town
from adding new taps, extensions,and/or additional flow to the sewer system.The NOVs issued regarding
the sewer collection system were all for overflows at the influent manhole and pump station at the WWTP.
The sewer overflows are attributed to heavy rainfall events. A summary of the NOVs is presented in Table 1.
Table 1-Summary of Notices of Violation for the Mount Olive Sewer Collection System
Rainfall Quantity Discharge
NOV Date Location Description Violation Type (inches) Estimate
(gal)
09/09/2014 Influent PS&Manhole at Sanitary Sewer Discharge to 7.5 96,000
WWTP Overflow Surface Water (in 2 days)
01/13/2015 Influent PS&Manhole at Sanitary Sewer Discharge to 4 175,500
WWTP Overflow Surface Water (in 2 days)
Influent PS&Manhole at Sanitary Sewer Discharge to 1.9
02/26/2015 WWTP Overflow Surface Water (in 4 hours) 720,000
04/20/2015 Influent PS&Manhole at Sanitary Sewer Discharge to 2.75 75,000
WWTP Overflow Surface Water (in 2 hours)
Influent PS&Manhole at Sanitary Sewer Discharge to 4.9
05/11/2015 WWTP Overflow Surface Water (in 3 days) 214,500
Influent PS&Manhole at Sanitary Sewer Discharge to 2.6(in one day)in
12/31/2015 WWTP Overflow Surface Water addition to 4.8 the 120,000
week prior
Influent PS&Manhole at Sanitary Sewer Discharge to
02/05/2016 WWTP Overflow Surface Water 3.5(in two days) 80,000
Unknown rainfall
02/08/2016 Influent PS&Manhole at Sanitary Sewer Discharge to volume(in 1 day)in 108,000
WWTP Overflow Surface Water addition to 3.5 the
week prior
1

02/16/2016 Influent PS&Manhole at Sanitary Sewer Discharge to Unknown rainfall 480,000
WWTP Overflow Surface Water volume(in 1 day)
02/24/2016 Influent PS&Manhole at Sanitary Sewer Discharge to 2.5(in 30 min) 225,000
WWTP Overflow Surface Water
Influent PS&Manhole at Sanitary Sewer Discharge to
07/30/2018 WWTP Overflow Surface Water Unknown volume 45,000
06/09/2019 Influent PS&Manhole at Sanitary Sewer Discharge to Pump station 637,500
WWTP Overflow Surface Water equipment failure
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
02/06/2020 WWTP Overflow Surface Water Infiltration,Sever 450,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
05/21/2020 WWTP Overflow Surface Water Infiltration,Sever 297,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
05/29/2020 WWTP Overflow Surface Water Infiltration,Sever 957,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
10/25/2020 WWTP Overflow Surface Water Infiltration,Sever 231,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
11/12/2020 WWTP Overflow Surface Water Infiltration,Sever 1,323,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
12/24/2020 WWTP Overflow Surface Water Infiltration,Sever 132,000
Natural Condition
Influent PS&Manhole at Sanitary Sewer Discharge to Inflow and
01/03/2021 WWTP Overflow Surface Water Infiltration,Sever 861,000
Natural Condition
It is likely the Town will receive more NOVs in the months to come for past violations that have not been
sent by the State yet. The non-compliance for monthly average flows occurred due to wet weather
conditions and the inability to use the irrigation system in those timeframes to discharge excess treated
wastewater. It should be noted that no other permit parameters were outside of required limits during
those periods.A summary of the NOVs is presented in Table 2.
Table 2-Summary of Notices of Violation for the Mount Olive WWTP
NOV Date Parameter Limit Type Limit Value Reported
Value
7/2019 Discharge to Monthly Avg. 1 MGD 1.74 MGD
Surface Water Exceeded
8/2019 Discharge to Monthly Avg. 1 MGD 1.63 MGD
Surface Water Exceeded
9/2019 Discharge to Monthly Avg. 1 MGD 1.19 MGD
Surface Water Exceeded
Discharge to Monthly Avg.
02/2020 Exceeded 1 MGD 2.50 MGD
Surface Water
03/2020 Discharge to Monthly Avg. 1 MGD 1.68 MGD I
Surface Water Exceeded
04/2020 Discharge to Monthly Avg. 1 MGD 1.40 MGD
Surface Water Exceeded
2

The NC Division of Water Resources(DWR) performed a compliance inspection of the Town's WWTP and
wastewater disposal facilities on August 15, 2014.Several problems were noted during the inspection that
could be considered permit violations,which are listed below:
• Storage and 5-day upset ponds were considered unusable due to holes in the liner
• Influent and effluent flows were not equivalent;influent flows were approximately 200,000
GPD greater
• The WWTP can only average 1.3 MGD under certain weather conditions;the Plant can only
discharge a monthly average of 1 MGD during inclement weather, and the remaining water
must be sent to the storage pond;excess water cannot be land-applied during inclement
weather with the current system
The Town of Mount Olive was issued a notification of sewer moratorium by the NC Division of Water
Resources on March 19, 2015.The moratorium prohibits the Town from adding taps, extensions,or
additional flow to the sewer system, beginning May 15, 2015.The following violation areas were noted:
• Holes and tears in the storage pond and 5-day upset pond
• Disc filter failure on the irrigation system (AMIAD Strainer)
• Inadequate influent pump station capacity
• Excessive infiltration and inflow in the sewer collection system
The damage to the 5-day upset pond was fully repaired in 2020.The problems with the metering
inaccuracies, effluent flow violations, and disc filter are being solved with the proposed improvements
project for the WWTP funded by NCOSBM (the scope of work for this project is attached to the application
in Attachment G).
Until the proposed improvements are made to the WWTP, it is very likely that the WWTP will continue to
violate is NPDES permitted limit for monthly average effluent discharge to the Northeast Cape Fear River
and continue to have sanitary sewer overflows at the influent pump station.As such, it is requested that the
SOC modify the WWTP flow limits as described in Attachment A and C and cease giving the Town NOVs for
overflows at the influent pump station,especially during construction of the proposed upgrades.
1.03 Existing Treatment Infrastructure and Processes
General
The WWTP has a 2.0 million gallon per day(MGD)treatment capacity and is operated under NPDES Permit
number NC0020575.The associated land application portion of the wastewater disposal process is operated
under Reclaimed Water Generation, Distribution and Utilization Permit number WQ0029169.A copy of each
permit can be found in Attachment H.The WWTP was expanded to 2.0 MGD treatment capacity in 2008
from 1.0 MGD.The NPDES Permit limits discharge to the N.E.Cape Fear River to 1.0 MGD, and the
remainder must be stored or irrigated.The treatment facility includes the following treatment processes:
• Influent pump station
• Bar screen and grit removal
• Flow equalization basin
• Dual train oxidation/anoxic process
• Two clarifiers
• RAS/WAS Pump Stations
3

• Traveling bridge tertiary filters
• UV disinfection
• Aerobic digesters
• Outfall to the N.E. Cape Fear River
A portion of the wastewater that is disposed of from the plant is land-applied under the Reclaimed Water
Generation, Distribution, and Utilization Permit.The permit was renewed on February 28, 2015,wherein the
quantity of water that can be land-applied was reduced from 660,250 GPD to 560,893 GPD.The limiting
factor that caused this change is the quantities of land available for land application of the wastewater.The
land application facility includes the following treatment processes:
• Effluent irrigation and transfer pump station
• Irrigation fields totaling 123.29 acres
• 5-day upset lagoon
• Irrigation storage lagoon
Influent Pump Station
1) Description
The pump station was constructed in 2008.The wet well is below-grade,while the four station pumps are
above-grade and housed in a metal building.The wet well dimensions are 9'-6"wide x 15'-6" long x 13'6"
deep,with a total volume of approximately 13,800 gallons.The operating volume below the invert of the
sewer intercept is approximately 6,200 gallons.A 24-inch sewer main interceptor connects the pump station
to the sewer collection system.The four pumps are self-priming. Pumps 3 and 4 are 40 horsepower(HP),
rated at 50'TDH and 1,750 GPM. Pumps 1 and 2 are 20 HP and rated at 46'TDH and 750 GPM.The station
pumps wastewater from the collection system to the headworks.Timers are installed on the two 40 HP
pumps to ensure they start regularly and retain prime.
2) Condition
Each pump's suction pipe has a 12-ft horizontal, above-grade section before the piping enters the wet well
vertically. Unsubmerged runs of horizontal pipe can cause self-priming pumps to lose prime, and may cause
them to run for some period of time without pumping before they regain prime.There is no overhead crane
in the pump building, making removing pumps or valves difficult and dangerous for operators.
3) Recent Improvements
Piping changes have been implemented by the Town that give the option of diverting excess wastewater
from the influent pump station to the equalization basin using the original influent pump station (influent
bypass pump station).The diversion capability helps prevent potential overflows at the new influent station
and at upstream manholes when flow is high. However,this influent bypass pump station was damaged and
rendered inoperable by Hurricane Florence in September, 2019.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project, a new 18-inch force main will be
p P P
constructed parallel to the existing 12-inch force main.The influent pumps will be configured such that the
4

two 20-hp pumps will pump into the 12-inch force main and the two 40-hp pumps will pump into the 18-
inch force main. This will increase the capacity of the influent pump station, but not to the point where it
may overload the downstream treatment processes.
- ° — SIN1.414._
in Mir
' - -
Irk e /0
.111-IN>
A - " • 6)6
Photo 1. Pump station building exterior& Photo 2. Pumps inside station building
wetwell
Influent Bypass Pump Station
1) Description
The WWTP's original influent pump station has been converted by operating staff into an influent bypass
pump station. This pump station takes high flows from the influent pump station influent line and pumps
them to the equalization basin for storage until the wastewater can be fed back to the influent pump
station. The pump station is a dry pit wet pit setup. The dry pit pumps are not rated for submergence. The
two(2)existing pumps are each rated for 780 GPM. The wetwell is 9'-0"wide x 12'-0" long x 10'-0"deep.
2) Condition
The influent bypass pump station was damaged and rendered inoperable by Hurricane Florence in
September, 2019. The pump station needs to be replaced with flood proof pumps and the electrical
equipment needs to be raised above the flood elevation to prevent future damage from other inclement
weather events. Also,there is currently no way to screen wastewater that comes from the influent pump
station during high flow events. A manual bar rack should be installed to screen this wastewater to prevent
damage to the pumps and keep unscreened wastewater out of the equalization basin.
3) Recent Improvements and Upgrades
5

No recent improvements or upgrades have been made.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project,the influent pump station will be
upgraded and the influent bypass pump station will no longer be used. All lines into the influent bypass
pump station shall be capped and filled with grout and the station will be fully taken out of service.
_— -_
fa
.
Photo 3. Influent bypass pump station Photo 4. Pump station (exterior)
pumps
Headworks Facilities
1) Description
The WWTP headworks is at a high elevation relative to the rest of the WWTP, and is adjacent to the
equalization basin.The headworks include a mechanical bar screen,a manually cleaned bar rack, a
screenings press, a meter flume, a grit removal basin,and a grit classifier.The headworks effluent box has
two weirs that direct wastewater flows to the oxidation ditch,while excess flow is directed to the
equalization basin.
The mechanical bar screen is installed in the main 24-inch wide x 36-inch deep concrete channel,with 1/8"
between the screen bars.The bar screen is step-type with a 5.0 MGD capacity, and is operated by an electric
drive unit. Collected screenings are dewatered and compacted by a ram-type press.
6

A parallel bypass influent channel contains a manual bar rack.The main channel and the bypass channel can
be isolated using slide gates.The manual bar rack consists of 3/16"x 1"stainless steel bars with a 1.5-inch
on-center spacing, providing a clear opening of slightly less than 1-inch between the bars.
The headworks utilizes a Parshall Flume constructed of fiberglass and encased in concrete.The flume has a
12-inch wide x 36-inch-deep throat, and a capacity of 5.0 MGD(3500 GPM).
The grit removal system is of the vortex type,with a grit classifier.The vortex grit separator has a 12-foot
diameter and an 8-foot depth,with a 5.0 MGD(3500 GPM) capacity.The unit is driven by a 1.0 HP motor.A
100 GPM air lift with a 5 HP blower expels accumulated grit into the shaftless screw-type grit classifier.
2) Condition
The screenings press reportedly freezes during extreme periods of cold weather.The grit basin motor does
not appear to be rated for outdoor use.The Town has fabricated a box enclosure around the motor to
protect it from weather exposure.
3) Recent Improvements and Upgrades
The grit classifier pipes have been replaced so that the wash water is discharged into the grit chamber
instead of the overflow box,which discharges into the equalization basin.This prevents solids from
accumulating in the equalization basin and removes them from the system instead.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project,the headworks will be modified to
accept the increased capacity of the influent pump station. Additionally, if construction budget allows,the
influent sampler and influent flow meter will be replaced,and a new automatic bar screen will also be
installed in the existing manual bar screen channel.
-- - --------- -------- --- --- --
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Photo 5. Headworks bar screen Photo 6. Grit removal process equipment
Equalization Basin
1) Description
The former aeration basin was converted to an equalization basin as part of the 2008 plant expansion
project. Excess wastewater from the headworks effluent box is directed to the equalization basin by a weir.
Excess wastewater from the influent pump station can now be pumped to the equalization basin as well,
since recent piping changes were made by the Town.According to record drawings,the basin has concrete
side walls and a bentonite bottom.
Collected wastewater is designed to flow from the equalization basin to the oxidation ditches by gravity
based on the elevation of the basin floor being higher than that of the ditches.The basin and the ditches are
connected by the 8-inch diameter equalization return pipe which expands to 12-inch pipe near the oxidation
ditches. However,this flow is not occurring,and currently water must be drained from the basin by opening
a valve in the piping from the original influent pump station to allow water to backflow to the new influent
pump station. It is suspected that the equalization return pipe is clogged with grit and sludge from when the
basin contained a large quantity of foreign materials.
2) Condition
The equalization basin is unable to contain an overflow. Peak flows caused by storms could cause an
overflow of untreated wastewater from the basin,especially when no plant personnel are present after
hours.The fixed weir at the grit overflow box that lets excessive flow be directed to the equalization basin
would contribute to this problem.The Town has installed a level transmitter in the basin, but the indicated
water levels do not appear to be accurate.
Another concern of the Town's is that there will be no means of controlling the flow from the basin to the
oxidation ditches once the flow restriction problem in the equalization return line is resolved.A 12-inch plug
valve does exist on the 12-inch pipe that discharges to the oxidation ditch.
3) Recent Improvements
The Town removed all of the accumulated sludge and solids that were left in the equalization basin after the
plant expansion was completed.This was not a part of the plant expansion project.
4) Proposed Improvements
No improvements to the equalization basin are proposed under the NCOSBM funded WWTP improvements
project due to budgetary constraints.
8

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Photo 7. Equalization basin Photo 8. Basin inlet&level transmitter
Oxidation Ditches
1) Description
Wastewater from the plant headworks flows by gravity to the oxidation ditches.The system consists of two
separate trains, each consisting of an anoxic basin followed by an oxidation ditch. Fine bubble diffusers are
located at the bottom of each oxidation section,with air being supplied by three(3) blowers.
The two oxidation ditches have dimensions of 126 feet long x 71 feet wide with a side water depth of 14
feet. Each basin has a 54-foot long center baffle wall. Each oxidation ditch contains a single floor drain.There
are approximately 1,100 9-inch diameter membrane disc diffusers in each ditch floor. Wastewater flows
from each anoxic basin to the oxidation ditch by way of a 36-inch wall sleeve that forms a hole in the divider
wall between the anoxic basin and the oxidation ditch. In each oxidation ditch a 6.5 HP submersible axial-
flow pump forces wastewater around the center wall. Each submersible axial fan has a capacity of 4.0 MGD.
Within each oxidation ditch there are four(4)concrete baffle walls that force wastewater flow up, over and
under each wall. The baffle walls are located in the middle of each oxidation ditch,splitting each ditch into
two zones. The baffle walls enhance mixing but also prevent the removal of sludge from each ditch.
There is only one drain located in the influent section for each oxidation ditch. In the effluent section,there
is a hole approximately 12 inches in diameter and 2 feet off the bottom in the center wall between the two
baffle walls. This is the only drain for the effluent section of each oxidation ditch and there is no way for the
remaining 2 feet of water and sludge to be drained from either ditch.
Three(3)centrifugal blowers, each rated for 1,619 scfm at a pressure of 6.5 psi and maximum power rating
of 75 HP, provide air to the diffusers for both oxidation ditches through one(1) 12-inch header pipe,four(4)
9

6-inch drop pipes for fine bubble aeration, and two (2)4-inch drop pipes for coarse bubble aeration. The
header pipe and drop pipe valves were installed underneath the center walkway of the oxidation ditch.
2) Condition
The anoxic basins have no drains,which prevents sludge removal and required maintenance. Wastewater
from each anoxic basin flows through a 36-inch diameter hole in the isolation wall to the corresponding
oxidation ditch. The invert of each hole is approximately 8 inches off the bottom of the basin floor,which
prevents sludge from moving to the oxidation ditches and the only available drain in the influent section of
each ditch.As a result,sludge tends to accumulate at the isolation wall.
The lack of underdrains and placement of the baffle walls in the oxidation ditches are preventing sludge
removal and there is a large accumulation of sludge in all of the basins. This accumulation of sludge
prevents required diffuser maintenance, reduces or completely negates the efficacy of the air diffusers, and
could potentially prevent adequate treatment. If sludge continues to accumulate it will adversely affect
operation of the oxidation ditches. In some areas,e.g. directly behind the baffle walls,one can actually
observe the reduced level of aeration due to sludge accumulation compared to other sections of the
oxidation ditches. Additionally,there is no way to effectively remove grit, as the grit that is removed from
the first section is pumped back to the second oxidation ditch through the RAS pump station.
The placement of the air supply header pipe and drop pipe control valves has always been a health and
safety concern for operators. The air supply header and drop pipe control valves were installed underneath
the center walkway and are essentially at the water level. To operate the control valves,the plant staff must
lay down on the walkway, hang over the side, and almost always come in direct contact with wastewater.
The location of the air supply piping prevents foam and floating solids from overflowing the effluent box and
frequently builds up in the center. Additionally,a single air supply header cannot be adjusted properly to
control air flow separately for each basin. If air is increased in one oxidation ditch, it results in a shortage in
the other unless a second blower is manually started.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
No improvements to the oxidation ditches are proposed under the NCOSBM funded WWTP improvements
project due to budgetary constraints.
10

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Photo 11. Baffle walls in oxidation ditches Photo 12.Air supply control valves
Clarifiers
1) Description
11

Two(2) clarifiers are located downstream of the oxidation ditches. The newest 65-foot diameter clarifier
(side water depth of 14 feet)was installed in 2008 during the last major expansion. The oldest active
clarifier has a 65-foot diameter and side water depth of 10 feet-4 inches and was installed in 1988. Both
clarifiers are operated with a center drive assembly, influent feed-well, center sludge removal pit, peripheral
effluent collection system and surface scum skimming arm.
2) Condition
The newest clarifier has settled unevenly since the 2008 installation was completed. Operators have
observed that a significant volume of wastewater overflows the weirs on the western half of the clarifier
when compared to the eastern half of the clarifier. This has occurred even after adjusting the weirs many
times to alleviate the problem. The main concern with this problem is that it could lead to short circuiting in
the clarifier and solids flowing to the treatment plant outfall. In addition,this clarifier cannot be completely
drained. Upon draining, some standing water remains in the center of the clarifier.
The older clarifier is operational and is in fair condition.There are minor operating problems with this
clarifier,such as the surface scum arm should be extended to reach the edges of the clarifier and the scum
pit valve is not functional,which should be corrected.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
No improvements to the clarifiers are proposed under the NCOSBM funded WWTP improvements project
due to budgetary constraints.
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Photo 13. New clarifier installed in 2008 Photo 14. Old clarifier installed in 1988
Return Activated Sludge(RAS) and Waste Activated Sludge(WAS) Pump Stations
1) Description
There are two (2)combined RAS/WAS pump stations that transport activated sludge to the oxidation ditches
n to the aerobic digesters.The original RAS WAS pumpstation was constructed in 1988, and a new pump
d g / p p
station was constructed with the plant expansion in 2008.
The 1988 RAS/WAS pump station consists of two(2)self-priming wastewater pumps situated on top of an 8-
feet diameter, 19-feet 10-inch deep wet well. One pump is dedicated to pumping RAS, and this pump has a
maximum capacity of 1,050 gpm powered by a 15 HP motor.The RAS pump transports activated sludge from
the older 1988 clarifier to the oxidation ditch through a 12-inch force main. One pump is dedicated to
pumping WAS, and this pump has a maximum capacity of 350 gpm powered by a 5 HP motor.The WAS
pump transports waste activated sludge from the 1988 clarifier to the aerobic digesters through a 6-inch
force main.
The newer RAS/WAS pump station constructed in 2008 consists of four(4)self-priming wastewater pumps
situated above two (2)8-feet diameter, 16-feet 8-inch deep wet wells.Two(2) pumps are dedicated to
pumping RAS,and these pumps have capacities of 750 gpm each powered by 15 HP motors.These RAS
pumps transport activated sludge from the newer clarifier constructed in 2008 and return it to the oxidation
ditches through a 10-inch force main.Two(2) pumps are dedicated to pumping WAS, and these pumps have
capacities of 200 gpm each powered by 3 HP motors.The WAS pumps transport activated sludge from the
2008 clarifier to the aerobic digesters through an 8-inch force main.
2) Condition
Both RAS/WAS pump stations are operational, but there are some deficiencies that cause increased difficulty
in operating the pump stations. For the 1988 RAS/WAS pump station,there is no flow meter to monitor flow
from the RAS pump.This causes varied flow to the oxidation ditches resulting in varying concentrations of
mixed liquor suspended solids(MLSS)in the oxidation ditches,which can affect the overall treatment
process.There is also no flow meter on the WAS discharge,so controlling the amount of wasted sludge from
this pump station is difficult. In addition,the level sensor in the wet well of this pump station is not
operating correctly, resulting in further operating difficulties. For the 2008 RAS/WAS pump station,the
discharge headers of the RAS/WAS pumps are tied together and separated by a plug valve, but no valve
exists on the discharge header of the RAS pumps to allow solids from the oxidation ditches to be wasted. In
addition,the level sensors in the wet wells of this pump station are also not operating correctly.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
No improvements to the RAS/WAS pump station are proposed under the NCOSBM funded WWTP
improvements project due to budgetary constraints.
13

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Photo 17. 2008 RAS/WAS pump station— Photo 18. 1988 RAS/WAS pump station—
WAS pumps shown WAS pumps shown
14

Traveling Bridge Tertiary Filters
1) Description
There are a total of four(4)traveling bridge shallow sand filters used to filter treated wastewater from the
two secondary clarifiers.Two filters were constructed in 1988 and two were constructed during the plant
expansion/upgrade in 2008.The two filters constructed in 1988 have dimensions of 30-feet by 9-feet by 11-
inches deep.The two filters constructed in 2008 have dimensions of 34-feet by 9-feet by 11-inches deep.
2) Condition
All four filters are currently operable. However,treatment plant staff have observed sand in the effluent
channels of the filters constructed in 2008.The staff took steps to correct this problem, but sand still
appears in the effluent channels.Staff has observed gaps between the filter bottom plates of up to a half of
an inch that need to be caulked and filled.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project,the two of the four existing filters will
be brought down one at a time to perform rehabilitation to increase filter efficiency, return the filters to
design flowrates, and eliminate the frequency of bypassing.
15

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Photo 19.Traveling bridge filter shelter Photo 20. Filters 3 and 4 Backwash pump
station
UV Disinfection Equipment
1) Description
Effluent from the traveling bridge sand filters is disinfected using ultraviolet light modules before being
discharged or irrigated. There are two separate disinfection channels,each with two UV modules.The
maximum capacity of the system is 5.0 MGD with a design flow of 2.0 MGD. Flow is measured by a level-
based flow meter downstream of the UV disinfection system.Treated wastewater then flows to either the
Northeast Cape Fear River to be discharged or to the irrigation pump station to be irrigated on land adjacent
to the WWTP.
2) Condition
The disinfection system itself is in working order, but several condition issues exist with the current
discharge and metering system. First,the level sensors directly downstream of the two UV channels are not
accurate due to leaks around the launders.Therefore,this metering system is now only useful for controlling
the UV disinfection system and not for reporting flows.Second,a weir gate was installed further
downstream to direct additional flow to the irrigation system. However,when the weir gate is used to direct
flow to the irrigation system,the level-based flow metering shows high flows going to the river because it is
based on water level measurements at the end of the UV disinfection channel.This system needs to be
improved so that flows to the river outfall and to the irrigation system are properly metered and reported.
3) Recent Improvements and Upgrades
16

The UV disinfection system was recently replaced by operating staff with a brand-new system.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project, a new Parshall flume will be installed
between the existing effluent structure and the downstream manhole to increase the accuracy of effluent
flow monitoring.
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Photo 21. UV disinfection system Photo 22. Effluent Structure
Aerobic Digesters
1) Description
The WWTP utilizes two(2)aerobic digesters to treat waste activated sludge before is hauled offsite.The first
aerobic digester was constructed in the 1970s and the second was constructed during the treatment plant
expansion in 2008.The 1970s digester utilizes a 25 HP floating mechanical aerator to introduce oxygen into
the waste activated sludge.The diameter of this tank is 35 feet, and it also contains a 40 HP sludge transfer
pump to move sludge to a transfer truck or to the other aerobic digester.
The 2008 aerobic digester utilizes a 50 HP floating mechanical aerator to assist in sludge degradation.The
diameter of this tank is 58 feet,and it contains a 3 HP sludge transfer pump to move sludge to a transfer
truck or the 1970s aerobic digester.This area also contains a truck loading pad,where digested sludge is
pumped onto trucks for transport.As of now,the WWTP pumps digested sludge onto a truck trailer,where
sludge is allowed to thicken by gravity and the supernatant is pumped off.
17

2) Condition
Both digesters are in working order.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
No improvements to the aerobic digesters are proposed under the NCOSBM funded WWTP improvements
project due to budgetary constraints.
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Photo 23.Aerobic digester installed in Photo 24.Sludge transfer pump from
1970s digester
Irrigation Pump Station and Strainer
1) Description
11
18

The irrigation pump station feeds the drip irrigation system used for discharging a portion of the WWTP's
treated wastewater.The pump station is fed by an 18-inch line from the UV disinfection system. In total,the
irrigation pump station houses five(5)vertical turbine pumps.Three of the pumps are used for feeding the
irrigation system, and the other two are used for transporting treated wastewater to the 28-million-gallon
storage lagoon and the 5-Day Upset lagoon.
Treated wastewater flows into a single wet well with dimensions of 11-feet by 18-feet by 13-feet 11-inches
deep.The three irrigation pumps are rated for 350 gpm each and are powered by 15 HP motors,which
transport water to the irrigation fields through a 12-inch force main.Water traveling to the irrigation fields
must first pass through a 10-inch diameter strainer and backpressure valve to remove small particles that
could potentially clog the system.The strainer is a 155-mesh screen with 100-micron openings.A 10-inch
pressure sustaining valve was installed downstream of the strainer to supply increased pressure for
backwashing the strainer.
The two pumps used for transporting treated wastewater to the 28 MG storage lagoon and the 5-day upset
lagoon are each rated for 1,750 gpm and are powered by 30 HP motors.A 12-inch force main is used to
move wastewater from the wet well to the lagoons.Two 12-inch motorized valves direct water to either the
28 MG storage lagoon or the 5-day upset lagoon based on turbidity levels.Water with higher turbidity than a
pre-set, permit-determined value is sent to the upset lagoon while water with lower turbidity is sent to the
storage lagoon.
2) Condition
There are several major operational issues that prevent full utilization of the irrigation pumping and
application system.The strainer clogs frequently which prevents water from being sent to the irrigation
system for land application.Some water can pass through the strainer when utilizing water that has gone
through the tertiary filters, but virtually no water can be sent through from the 28 MG storage lagoon
without clogging.This has resulted in a greatly reduced volume of water that can be utilized for irrigation,
down to approximately 300,000 gallons per day. Increased backwashing does not result in any increased
flow capacity or duration of flow.This is the major issue preventing more complete use of the irrigation
system.
Several other issues exist with this system that cause operational problems.The common wet well prevents
the irrigation pumps from being able to pump at the same time as the lagoon transfer pumps.Also,there
are issues with the controls and high-water alarm which prevent additional pumps from turning on if water
exceeds the high-water elevation.Another issue is that settling of the concrete slab and/or rising of the wet
well due to buoyancy may be occurring resulting in a lack of support for the piping and valves. Lastly,the
control valves that divert water to either the upset lagoon or storage lagoon based on turbidity do not
always operate correctly and sometimes send water to the incorrect lagoon.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
19

Under the proposed NCOSBM funded WWTP improvements project,the existing irrigation pump station and
irrigation system controls equipment will be upgraded to be compatible with the proposed spray irrigation
system. The existing strainer will be removed and replaced with a manual strainer. Also,a new transfer
pump station wetwell will be installed and the existing transfer pumps will be moved to this proposed
wetwell. This will allow only fully treated water to enter the irrigation pump station to be pumped out to
the irrigation fields.
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Photo 25. Irrigation pumps for land Photo 26.Transfer pumps for storage
application of treated wastewater
Storage Lagoons
1) Description
The WWTP contains two lined storage lagoons used for temporarily holding wastewater;one is a 28 million-
gallon (MG) storage lagoon and the other is a 5-day upset lagoon.These storage lagoons are utilized when
wastewater cannot be discharged or land applied or when a deficiency in the treatment process occurs
which requires wastewater to be treated further.
The purpose of the 28 MG storage lagoon is to temporarily hold wastewater when it cannot be land applied
(during wet weather or when the maximum land-applied flow has been met)and cannot be discharged to
the Northeast Cape Fear River if the 1.0 mgd discharge flow limit has been met.The dimensions of this
storage lagoon are 490 feet by 850 feet by 9 feet deep.Water flows to this lagoon from the effluent
wastewater transfer pumps and is able to be sent back to the irrigation pump station by gravity. Both flow
directions utilize a 12-inch force main to transport the wastewater to and from the storage lagoon.
20

The purpose of the 5-Day Upset lagoon is to temporarily hold wastewater when it exceeds permit limits for
discharge, most notably when the treated wastewater has a high turbidity.A control system measures
turbidity after treated wastewater exits the UV disinfection system, and if the turbidity exceeds a pre-set
value the control system diverts the wastewater to the 5-Day Upset lagoon.The dimensions of the upset
lagoon are 370 feet by 330 feet by 9 feet deep.Water flows to this lagoon from the effluent transfer pumps
and is able to be sent back to the beginning of the oxidation ditches. Both flow directions utilize a 12-inch
force main to transport the wastewater to and from the storage lagoon.
2) Condition
The 28 MG storage lagoon is in adequate working condition. However, algae growth and other suspended
solids in the lagoon seem to be causing some of the operational issues with the irrigation pumping system
and strainer clogging.The NCDWR inspection report stated there are holes and tears in the liner. However,
the overall condition of the liner in this lagoon is not known since water consistently covers the bottom
portion of the basin.This portion of the liner should be inspected to ensure that no large holes or tears are
present causing wastewater to seep into groundwater.
The 5-day upset lagoon was fully repaired in 2020. There are no outstanding issues with the 5-day upset
lagoon at this time.
3) Recent Improvements and Upgrades
The 5-day upset lagoon was fully repaired in 2020. There are no outstanding issues with the 5-day upset
lagoon at this time.
4) Proposed Improvements
No other improvements are proposed to take place for the lagoons under the proposed NCOSBM funded
WWTP improvements project.
21

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Photo 27.5-day upset lagoon Photo 28. 28 MG storage lagoon
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Photo 29.Tear in existing 5-day upset Photo 30. Exposed slope on 5-day upset
lagoon liner lagoon
22

Land Application Fields
1) Description
The land application fields are utilized for irrigating treated wastewater from the WWTP. Water flows from
the irrigation pump station to drip irrigation tubes on fields which provide water a sycamore tree crop.There
are sixteen (16)separate irrigation fields totaling 123.29 acres which have a permitted average daily flow of
560,893 gpd.The drip irrigation system consists of 20 mm tubing with 0.52 gallon/hour emitters, and the
parallel rows are spaced at approximately 10 feet.
2) Condition
The irrigation fields are in good working condition.The main problem with the overall irrigation and land
application system, as previously stated, is the irrigation pump/strainer system,which prevents complete
utilization of the fields.There is also some discrepancy in the total acreage that can be utilized for drip
irrigation.The WWTP's Reclaimed Water Permit states that 145.5 acres of fields are able to be utilized for
drip irrigation,while a survey performed in 2010 states only 123.29 acres of fields are utilized.This reduces
the overall amount of treated wastewater that can be applied to the fields,since this amount is partially
determined by the available acreage available for irrigation.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
4) Proposed Improvements
Under the proposed NCOSBM funded WWTP improvements project,the existing tree crop and drip irrigation
system will be replaced with a grass crop and spray irrigation system. This will allow the WWTP to more
effectively operate and maintain the reclaim water irrigation system and improve the harvesting and
marketing ability of the crop produced with the reclaim water.
23

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Photo 31.Sycamore trees in drip irrigation Photo 32. Drip irrigation field for land
field application of treated wastewater
1.04 Industrial Users
The Mount Olive Pickle Company is the only significant industrial user in the Town of Mount Olive's
collection system. The Mount Olive Pickle Company discharges domestic and industrial waste to the
collection system. The Town of Mount Olive and the Mount Olive Pickle Company are currently working
together to begin setting up an industrial pre-treatment program.
1.05 Industrial Waste Survey
An industrial waste survey has not been conducted at this time.
1.06 Regional Facility
The Mount Olive WWTP is a regional facility serving the Town of Mount Olive and the Town of Calypso. In
2019,the Town of Calypso pumped an average of 31,200 gallons per day to the Town of Mount Olive
collection system and WWTP. The Town of Calypso only pumps domestic wastewater to the Town of Mount
Olive WWTP.
24

Attachment C for Section V
Certification
1.01 Evaluation of Existing Facilities
A Preliminary Engineering Report(PER)and Environmental Assessment(EA) Report was prepared by
WithersRavenel in June of 2019 to be submitted with a funding application to the United States Department
of Agriculture—Rural Development(USDA-RD). This PER and EA fully evaluated the existing treatment units
and operational procedures. The PER made recommendations as to how the efficiencies of these facilities
could be maximized at the Town of Mount Olive wastewater treatment plant(WWTP)and what needs to be
completed in an improvements project to do so. The PER and EA are attached to this application in
Attachment I.
1.02 Certification that Facilities Will Not Comply with Final Permit Limits
The attached PER and EA and Necessity Narrative that is part of this Special Order by Consent(SOC)
application fully describe why the WWTP currently cannot be operated in a manner that would achieve
compliance with final permit limits and why the proposed project is required to achieve compliance.
Therefore,SOC adjusted National Pollutant Discharge Elimination System (NPDES) permit limits are required
during the interim period between the date of the start of the SOC and the Date of Final Compliance.
1.03 SOC Effluent Limits
In recent years,the WWTP has only violated its NPDES permit limits for monthly average flow and total
residual chlorine. If the WWTP is operated at its maximum efficiency during the term of the requested SOC,
then the WWTP will meet its existing NPDES permit limits as shown in Table 1 below with the exception of
the following permit limits as numbered beneath Table 1. Total residual chlorine was violated during the
time period the UV disinfection was out of service due to damage from Hurricane Florence. The UV
disinfection system has been replaced and the residual chlorine permit limit will no longer be violated.
Table 1—Current NPDES Permit NC0020575 Limits
LIMITS MONITORING REQUIREMENTS
EFFLUENT
CHARACTERISTICS Monthly Weekly Daily Measurement Sample
Average Average Maximum Frequency Sample Type Location
Influent or
Flow 1.0 MGD Continuous Recording Effluent
BOD,5 day,20°C Influent and
(April 1 to October 31) 5.0 mg/L 7.5 mg/L 3/Week Composite Effluent
BOD,5 day,20°C Influent and
(November 1 to March 10.0 mg/L 15.0 mg/L 3/Week Composite Effluent
31)
Influent and
Total Suspended Solids 30.0 mg/L 45 mg/L 3/Week Composite Effluent
NH3 as N
(April 1 to October 31) 1.0 mg/L 3.0 mg/L 3/Week Composite Effluent
1

NH3 as N
(November 1 to March 2.0 mg/L 6.0 mg/L 3/Week Composite Effluent
31)
Total Residual Chlorine 17 µg/L 3/Week Grab Effluent
Fecal Coliform 200 count 400 count
(geometric mean) per 100 mL per 100 mL 3/Week Grab Effluent
pH Between 6.0 and 9.0 standard units 3/Week Grab Effluent
Dissolved Oxygen Daily average not less than 6.0 µg/L 3/Week Grab Effluent
Temperature°C Daily Grab Effluent
Total Nitrogen
(NO2+NO3+TKN, Monthly Composite Effluent
mg/L)
Total Phosphorus
(mg/L) Monthly Composite Effluent
Chronic Toxicity Quarterly Composite Effluent
Effluent Pollutant Scan Footnote 6 Footnote 6 Effluent
Total Chromium(mg/L) Quarterly Composite Effluent
Total Copper(mg/L) Quarterly Composite Effluent
Bis(2-ethylhexyl)
phthalate(µg/L) Quarterly Composite Effluent
Total Zinc(µg/L) Quarterly Composite Effluent
Total Hardness(as
Quarterly Composite Effluent
CaCO3,mg/L)
Exceptions to Permit Limits during SOC Period
1. Flow:The existing Mount Olive WWTP is permitted to discharge 1.0 million gallons per day(MGD)to the
Northeast Cape Fear River and 560,893 gallons per day to the Town owned and operated reclaim water
application tree farm (under Non-Discharge Permit No.WQ0029169). WWTP flow data from the influent
PP g
flow meter has shown that there has been an increase in flow to the plant over the past three years, as
high as a monthly average of 2.48 MGD. See Figure 1 below for reference. Due to several major
operational issues with the drip irrigation system, it cannot be effectively utilized for reclaim water
disposal,and the 28-million-gallon storage pond can only be used to store reclaim water up to a certain
limit. Additionally, as part of the proposed improvements project for the WWTP,the drip irrigation
system will be replaced with a spray irrigation system. During this construction, no WWTP effluent would
be able to be land applied. As such, it is requested that the SOC modify the National Pollutant Discharge
Elimination System (NPDES) Permit to increase the monthly average effluent discharge limit to send an
additional 1,400,000 gallons per day(2,400,000 gallons per day total)to the Northeast Cape Fear River
over the full term of the SOC Period.
Additionally, until the proposed improvements are made to the WWTP, it is very likely that the WWTP will
continue to have sanitary sewer overflows at the influent pump station.As such, it is requested that
during the SOC Period the North Carolina Department of Environmental Quality(NCDEQ)cease giving the
Town NOVs for overflows at the influent pump station,especially during construction of the proposed
upgrades.
2

Mount Olive WWTP Influent Flow-Monthly Average
"SS
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Figure 1—Mount Olive WWTP Influent Flow—Monthly Averages
2. BOD,5-Day,Winter and Summer: During construction of the proposed project,the oxidation ditches will
be taken down for service one at a time for cleaning. This cleaning is required to improve treatment
efficiency, however, during this process it is possible that the WWTP may violate its BOD, 5-Day permit
limit if a high flow event occurs. As such, it is requested that this SOC modify the NPDES Permit to
increase the BOD, 5-Day limit to a weekly average of 20 mg/L and a monthly average of 15 mg/L during
winter and summer months while the oxidation ditches are being cleaned. The WWTP will report the
exact downtimes for the process to NCDEQ.
3. Ammonia (NH3 as N),Winter and Summer: During construction of the proposed project,the two oxidation
ditches will be taken down for service one at a time for cleaning. This cleaning is required to improve
treatment efficiency, however,during this process it is possible that the WWTP may violate its Ammonia
permit limit if a high flow event occurs. As such, it is requested that this SOC modify the NPDES Permit to
increase the Ammonia limit to a weekly average of 15 mg/L and a monthly average of 12 mg/L during
winter and summer months while the oxidation ditches are being cleaned. The WWTP will report the
exact downtimes for the process to NCDEQ.
4. Total Suspended Solids(TSS): During construction of the proposed project,the two tertiary filters will be
taken down for service one at a time to improve treatment efficiency. Additionally, portions of the
headworks may also have some downtime while work is being completed to improve treatment
efficiency. During these processes it is possible that the WWTP may violate its TSS permit limit. As such, it
is requested that this SOC modify the NPDES Permit to increase the TSS limit to a weekly average of 55
mg/L and a monthly average of 45 mg/L while the tertiary filters are down for service. The WWTP will
report the exact downtimes for the process to NCDEQ.
5. Chronic Toxicity:As mentioned previously, during construction the two tertiary filters and two oxidation
ditches will be taken down for service one at a time. This may affect the ability of the WWTP to pass the
3

quarterly chronic toxicity test per their NPDES permit. As such, it is requested that this SOC allow the
Town to fail the chronic toxicity test for the quarter or quarters the oxidation ditch and tertiary filter
downtime occurs and for the quarter immediately after the downtime for service. The WWTP will report
the exact downtimes for each process to NCDEQ and still make every effort possible to try to pass the
chronic toxicity test.
1.04 Actions Taken to Correct Problems Prior to SOC Request
The Town has taken the following actions to correct issues with the collection system and WWTP prior to
request the SOC:
• The Town obtained funding from the North Carolina Office of State Budget and Management
(NCOSBM)to complete an improvements project to fix the issues at the WWTP.
• The Town obtained funds from the Federal Emergency Management Agency(FEMA)to repair the 5-
Day Upset Lagoon Liner. Construction was completed in September 2020.
• The Town has replaced the flow meter and analyzer at the effluent measuring structure at the
WWTP.
4

Attachment D for Section VI
Predicted Compliance Schedule
The table below shows the estimated Compliance Schedule for bringing the Mount Olive Wastewater Treatment
Plant(WWTP)into compliance. The schedule is based on the anticipated schedule for the North Carolina Office of
State Budget and Management(NCOSBM)funded project that has been started to correct the issues at the WWTP.
It is estimated that after construction has been completed, it will take 12 months to achieve compliance due to the
time it will take for the newly introduced cover crop to become established and accept the design quantity of
reclaim water.
Milestone Start Date End Date
Construction Phase 12/15/2020 12/15/2021
Contract I (construction active now) 03/15/2021 03/15/2022
Contract II (executing contracts now) 07/12/2021 (est.) 07/12/2022(est.)
Cover Crop Establishment Phase 07/12/2022 07/12/2023
Achieve Compliance - 07/12/2023
1

Attachment E for Section VII
Funding Sources Identification
Funding was obtained from the North Carolina Office of State Budget and Management(NCOSBM)for a project to
complete improvements to the existing Town of Mount Olive Wastewater Treatment Plant(WWTP)and bring it
into compliance. The project is fully funded by a grant for$5,500,000.00.
The grant agreement and subsequent amendments with NCOSBM and the scope of work for the project is
attached to this application in Attachment G. Please also see the attached final construction plans for Contracts I
and II in Attachment G showing what will be built after making scope of work adjustments due to budgetary
constraints.
1

Attachment F
10/10/2019 Teleconference Meeting Summary

104 WithersRavenel
Meeting Summary
Date: 10/10/2019
Project: Mount Olive WWTP USDA Improvements
Project#: 02181005.00
Attendees: J.Clark Maness(WR),Seth Robertson(WR),Charles Brown(Town),Glenn
Holland(Town), Henry Vann(Town), Robert Tankard(NCDEQ),David May
(NCDEQ),Scott Vinson(NCDEQ)
WR: WithersRavenel, Inc.
Town: Town of Mount Olive
NCDEQ: North Carolina Department of Environmental Quality
DISCUSSION ITEMS
Special Order by Consent(SOC) Discussion
• Temporary Spray Issues
o WR and Town explained how the use of a temporary spray system was not
financially or logistically possible for the Town and would not allow the Town to
discharge much reclaim water to the farm ( 300,000 gallons per day).The Town
and WR asked if having temporary spray setup at the wastewater treatment plant
(WWTP)would be required for the SOC application?
o NCDEQ understood the issues with temporary spray and indicated that
temporary spray would not be required for the SOC.
o The Town indicated that in place of setting up a temporary spray system,they
would go ahead and replace the irrigation pumps and valves at the irrigation pump
station to allow for better drip irrigation operation.
• Other options to replace flow?
o WR posed the question as to whether or not using nutrient limitations(Ib/day of
released nutrients to the Northeast Cape Fear River)would be acceptable in place
of effluent flow for the NPDES permit during the SOC period?
o NCDEQ responded that this would not be possible. Discharging more than 1.0
million gallons per day to the Northeast Cape Fear River will not be allowed
during the SOC period.
• Infiltration&Inflow(I&I) Issues
o WR and the Town asked to what degree the Town's I&I needs to be addressed in
the SOC application? The Town explained that they have completed extensive
repair work in the past which helped reduce I&I. However,it has become
apparent that l&I has increased recently. The Town is currently completing an
extensive Asset Inventory&Assessment(AIA)project with McGill Associates and
is using CCTV to video the entire sewer collection system.
o NCDEQ has been aware of the I&I issues in Mount Olive and indicated that the
Town needs to show a plan for how they will identify and repair issues.A focus
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 I f:919.467.6008 I www.withersravenel.com I License No.C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

1% WithersRavenel
on completing the AIA and developing a plan(with date and deliverables)for
videoing the entire sewer collection system will suffice for the SOC Application.
• Flow metering issues
o NCDEQ expressed concern about the Town's current flow metering problems at
the WWTP.
o The Town stated that they were currently in the process of replacing the existing
flow meter at the WWTP and expected the work to be done soon.
o The Town asked if reporting the effluent flow meter values in place of the
influent flow meter values would be acceptable when the new effluent meter is
installed and calibrated.NCDEQ stated this would be acceptable.
• SOC Schedule
o NCDEQ asked how soon they could expect to receive the SOC application and
what the project/SOC period length would be?
o The Town and WR responded that it is not possible to set an SOC application
deadline at the moment, because funding for the WWTP improvements project
has not been approved in the State's budget yet. A timeline cannot be set until
this project has been funded. WR indicated that once funding is approved it
could take 2 to 2.5 years to complete the WWTP improvements project.
o NCDEQ was satisfied with this response.
Action Items
1. WR to continue working on SOC application as required. The deadline of the SOC
application will be determined after funding for the WWTP improvements project is
approved.
2. The Town will continue to replace the existing flow meter.
3. The Town will replace the irrigation pumps and valves as discussed in lieu of a temporary
spray setup.
4. The Town will continue to work on videoing the entire sewer system.
5. WR will reach out to the Town to help develop a plan for how soon the videoing of the
sewer system can be completed.

RECEIVED
r 21 2021
NCDEQ/DWPJNPDtS
Attachment G
NCOSBM Grant Agreement and Scope of Work

1
11: Tiesha Pope
Sr.fin oncialConsultant
Disaster Recovery
OFFICE OF STATE BUDGET AND MANAGEMENT
December 2, 2019
Charles Brown, Town Manager
Town of Mount Olive
P. O. Box 939
Mount Olive, NC 28365
Dear Mr. Brown,
Enclosed please find the final executed documents for the Disaster Recovery Grant for The Town of
Mount Olive - Grant Agreement No. 224-J. We greatly appreciate your team's time and effort to get
the grant agreement finalized. I have also included the executed Engineering Services Agreement since
we do not need the original.
Let me know if our office can be of further assistance. We look forward to working with you and your
team.
Sincerely,
) , „,
. LL i,,,,,._e,,,,e_
Tiesha Pope
Sr. Financial Consultant
'Nothing Compares ', -
Slate of North Carolina I Office of Stale Budget and Alanagemen!-Disaster
Recovery 20320 Mall Service Center!Raleigh,NC276 9 9-0320
Tiesha.Popeeoshm.nc.gov 1984-236-0737 T

STATE OF NORTH CAROLINA
NORTH CAROLINA OFFICE OF STATE BUDGET & MANAGEMENT
AND
TOWN OF MOUNT OLIVE
DISASTER RECOVERY GRANT AGREEMENT
OSBM Budget Code,Fund No. and Cost No.: 23014-2317-7110
Agreement No.: 224-J
Grant Funding Level: $5,500,000
Agreement Period of Performance: November 4,2019 - June 30,2021
This Agreement made on this the 4th day of November 2019,by and between TOWN OF MOUNT
OLIVE ("RECIPIENT") and the NORTH CAROLINA OFFICE OF STATE BUDGET &
MANAGEMENT("AGENCY"),for the$5,500,000 grant to the RECIPIENT for various disaster
recovery projects as authorized by the State's 2019 Disaster Recovery Act("DRA19"or"SL 2019-
224"). The intent of this Agreement is to provide the RECIPIENT with the stated funds with grant
management,technical,and construction assistance from the Disaster Recovery Section of OSBM
to expedite and complete the RECIPIENT's disaster recovery projects under this grant.
WITNESSETH:
WHEREAS, Section 2.1.(2) of HF-DRA 19 directed the AGENCY to issue a directed grant to the
RECIPIENT for various purposes authorized by the Session Law;
WHEREAS, on October 8-9,2016,Hurricane Matthew made landfall in central and eastern North
Carolina with record breaking rainfall that devastated the people, infrastructure, businesses,
schools and homes in entire communities resulting in expedited major disaster declaration from
the President of the United States (FEMA-4285-DR-NC);
WHEREAS, on or about September 14, 2018, Hurricane Florence made landfall in North
Carolina with substantial rainfall, flooding, and storm surge that devastated the people,
infrastructure,businesses, schools and homes resulting in major federal disaster declaration for
North Carolina(FEMA-4393-DR-NC);
WHEREAS,the Wayne County was one of the Counties included in federal disaster declarations
for Hurricanes Matthew and Florence; and
WHEREAS, the North Carolina General Assembly passed the 2019 Hurricane Florence Disaster
Recovery Act requiring the executive branch to implement and administer disaster assistance
programs for counties and municipalities impacted by recent disaster events, Hurricane Florence
including the Town of Mount Olive("SL 2019-224"or"HF-DRAI 9")•
•

NOW THEREFORE, in consideration of the mutual promises contained herein, the RECIPIENT
and the AGENCY agree as follows:
SCOPE OF WORK: Pursuant to HF-DRA19,the RECIPIENT may use Agreement grant funds
for repairs and renovations to the RECIPIENT'S wastewater treatment plant as described in
Attachment A.
I. LEGISLATIVE REQUIREMENTS: Pursuant to Section 3.1.(b)(1) of Session Law 2019-
224 and N.C. Gen. Stat. § 143C-6-23 (b)through (lc),the RECIPIENT must comply with the
following requirements:
A. Conflict of Interest Policy: Within 30 days of execution of this Agreement and before the
AGENCY can disburse any grant funds to the RECIPIENT, the RECIPIENT shall submit
to the AGENCY a copy of the RECIPIENT's conflict of interest policy that is consistent
with requirements of N.C. Gen. Stat. § I43C-6-23(b) (hereinafter the"COI Policy"). The
RECIPIENT must also complete the COI Policy certification form (attached hereto as
Attachment B wherein the RECIPIENT represents that all its employees and officials
responsible for managing and disbursing the grant funds will comply with the
RECIPIENT's COI Policy.
The AGENCY will note its approval of the RECIPIENT's COI Policy on Attachment B
and/or may conditionally approve the RECIPIENT's COI Policy and request modification
to the COI Policy if some parts are not consistent with N.C. Gen. Stat. § 143C-6-23(b).
B. No Overdue Tax Debts: Pursuant to N.C.Gen. Stat. § 143C-6-23(c),the RECIPIENT shall
submit to the AGENCY a notarized written statement from the RECIPIENT's principal
elected official or executive management employee that the RECIPIENT does not have
any overdue tax debts, as defined by N.C. Gen. Stat. § 105-243.1, at the federal, State, or
local level (Attachment E). The written statement must be received by the AGENCY
before the AGENCY disburses the initial $100,000 disbursement of the directed grant
funds. A person who makes a false statement in violation of this subsection is guilty of a
criminal offense punishable as provided by G.S. 143C-10-1.
C. OSBM Rules on Uniform Administration of State Grants: Pursuant to N.C. Gen. Stat. §
143C-6-23(c),the RECIPIENT shall comply with the following requirements:
1. Monthly or periodic reporting requirements stated below,requested by the AGENCY,
required by the rules stated in Title 9 of the North Carolina Administrative Code
Subchapter 3M, and/or as may be reasonably requested by the AGENCY to comply
with its reporting requirements to the North Carolina General Assembly Fiscal
Research Division.
2. Pursuant to N.C. Gen. Stat. §§ 143C-6-23(d)(2)-(6),the RECIPIENT shall incorporate
into all agreements with all entities receiving any funds from the RECIPIENT under
this Agreement/Grant (hereinafter "Subgrantees") contractual provisions that obligate
the Subgrantees to provide the RECIPIENT and AGENCY all required reports and
2
1

..,...i+::i+.a.:r.•5..:.. ^..i: .-[ n:•p;ac¢J:!:i:::i:;;:.:N•.:..
permit the AGENCY to inspect or audit the Subgrantees records to assist and/or support
that al] funds received by the Subgrantees from the RECIPIENT were properly spent
in accordance with purposes of DRA19. The RECIPIENT's agreement(s) with all
Subgrantees shall include the RECIPIENT's and AGENCY's rights to recover any
funds that were not spent by the Subgrantees in accordance with this Grant Agreement
or DRA19.
3. Pursuant to N.C. Gen. Stat. §§ 143C-6-23(d)(3)-(6), the RECIPIENT (and all
subgrantees) shall only expend the directed grant funds on the disaster recovery
projects that the RECIPIENT has identified in this Agreement and the RECIPIENT,
upon request of the AGENCY, shall provide access to and/or permit inspection of
documentation supporting the RECIPIENT's proper expenditure of directed grant
funds under this Agreement.
4. Pursuant to N.C. Gen. Stat. §§ 143C-6-23(d)(7), the RECIPIENT and all subgrantees
shall maintain reports, records, and other information to properly account for the
expenditure of all grant funds and to make such reports,records,and other information
available to the AGENCY for oversight,monitoring, and evaluation purposes.
5. Pursuant to N.C. Gen. Stat. §§ 143C-6-23(d)(9),the RECIPIENT shall be responsible
for managing and monitoring each project, program, or activity supported by grant
funds, and the RECIPIENT shall be responsible for managing and monitoring each
subgrantee project,program, or activity supported by grant funds.
6. Pursuant to N.C. Gen, Stat. §§ 143C-6-23(k), the RECIPIENT or subgrantee shall
notify in writing to the AGENCY and the General Assembly's Fiscal Research
Division of any subgrantee's intent to dissolve or cease operations, and the notice must
be submitted at least 30 days prior to taking that action.
II. USE OF FUNDS AND LIMITATIONS:
The directed grant funds shall be used for the purposes set forth in HF-DRA19 for the various
- disaster recovery projects identified by the RECIPIENT and in accordance with the estimated
budgets for these projects. The AGENCY will provide the RECIPIENT the funding level
stated on page one of this Agreement and the entire amount is a grant to the RECIPIENT.
The b
grant funds shall be disbursed as follows:
A. The initial disbursement of$100,000 of the total grant funds for project planning or initial
program development and start-up costs shall be disbursed to the RECIPIENT upon the
RECIPIENT's completion of all required documentation and the submission of an invoice
for aforementioned costs. This initial invoice shall include a description of the types of
project planning, program development and start-up costs that would be addressed by this
first initial payment. I
3

Before subsequent payments are made, the RECIPIENT shall submit to the AGENCY a
Status Report&Reimbursement Request Form(see Attachment C)to report on how the
initial $100,000 disbursement was expended and attach sufficient documentation (as
described in Section IL B.below).
B. After the initial up-front payment,all remaining funds shall be disbursed through a monthly
reimbursement process that shall continue through the end of the grant term. The
RECIPIENT shall email and send the AGENCY a completed Status Report &
Reimbursement Request Form (see Attachment C) requesting reimbursement and attach
sufficient supporting documentation of the expenses paid during the period. The AGENCY
shall provide the RECIPIENT with reimbursement payments of actual expenditures paid
during the reporting period for the requested reimbursement.
Supporting documentation may include, but is not limited to, receipts, paid invoices,
cancelled checks, payroll register records, contracts and subgrant agreements that verify
expenses were consistent with the agreement purpose and scope.
Exceptions to the foregoing payment process may be approved by the AGENCY on a case
by case basis.
C. The RECIPIENT does not have to submit reimbursement requests for months where no
RECIPIENT grant related expenses were incurred.
D. The RECIPIENT may also submit reimbursement requests to the AGENCY for a period
of ninety (90) days after the agreement term has ended for past expenses incurred during
the agreement term.
E. The AGENCY reserves the right to withhold or delay disbursement of the payments noted
above, if the Status Report & Reimbursement Request Form is not submitted, is
incomplete, or does not include adequate attached documentation that can substantiate
expenses paid. The AGENCY must provide the RECIPIENT with a written explanation
of the business reasons to delay reimbursement payments that have been invoiced to the
AGENCY that extend longer than 30 days after reimbursement requests are submitted to
the AGENCY.
F. The AGENCY reserves the right to provide partial reimbursement payments if
RECIPIENT reports axe incomplete or results and accomplishments are not complying with
the terms and conditions described in this agreement.
G. Status Report & Reimbursement Request Forms with accompanying supporting
documentation shall be submitted to the AGENCY via mail or email at:
N.C. Office of State Budget and Management-Disaster Recovery Section
430 N. Salisbury Street, Room 2028
MSC 20320—Raleigh,NC 27699-0320
•
Raleigh,NC 27603
4
4

Or
EMAIL: [e-mail]
If mailed, the RECIPIENT must include an original signed Status Report &
Reimbursement Request Form, Status Report & Reimbursement Request Forms must be
signed by or, if emailed, submitted by the RECIPIENT point of contact noted in section
VIII below.
H. Unless already on file with the AGENCY,the RECIPIENT shall complete a North Carolina
Substitute W-9 Form (attached hereto as Attachment D)that includes the RECIPIENT's
federal tax identification number.
I. The following limitations on the use of funds apply:
1. Limited Activities: Pursuant to Section 3.1.(b)(5) of S.L. 2019-224, funds provided
under this directed grant agreement to the RECIPIENT or its subgrantees shall be used
for nonsectarian,nonreligious purposes only.
2. Use of Interest Earned or Investment Income/Dividends on Grant Funds: Except as
otherwise required by federal law or the terms of a federal grant, interest, income
and/or investment earned from the use or investment of grant funds after receipt of the
funds by a RECIPIENT or any of its subgrantees shall be credited to the RECIPIENT
and/or subgrantee and shall be used for the same purposes for which the grant or
subgrant was made. Interest, income and dividends received on grant funds shall be
disclosed in the RECIPIENT's financial reporting to the AGENCY.
J. FUNDS MANAGEMENT: The RECIPIENT agrees that funds paid through this
Agreement shall be accounted for in a separate fund and accounting structure within the
RECIPIENT's central accounting and grant management system, The RECIPIENT agrees
to manage all disbursements and related transactions in a detailed manner that supports
fully transparent accounting of all financial transactions associated with this Agreement.
Expenditures for travel mileage, meals, lodging and other travel expenses incurred in the
perforrnanc.e of this Agreement shall be reasonable and supported by documentation. State
rates should be used as guidelines. International travel shall not be eligible under this
Agreement. Unallowable costs include entertainment costs, lobbying costs, alcoholic
drinks and related costs prohibited by federal or state rules.
If eligible, the RECIPIENT and all subrecipients shall: (a) ask the North Carolina
Department of Revenue for a refund of all sales and use taxes paid by them in the
performance of this Agreement,pursuant to N.C. Gen. Stat. § 105-164.14;and (b)exclude
all refundable sales and use taxes from all reportable expenditures before the expenses are
entered in the Status Update&Reimbursement Request Form.
5

K. AVAILABILITY OF FUNDS: Pursuant to N.C. Gen. Stat. § 143C-6-8, the RECIPIENT
understands and agrees that funding under this Agreement shall be subject to the
availability of appropriated fends. However,in the event of termination of this Agreement
due to Jack of adequate appropriated funds, the AGENCY will ensure that it will pay for
services and goods acquired and obligated on or before the notice of termination.
Ill. GRANT COMPLIANCE AND FINANCIAL REPORTING
Pursuant to N.C. Gen. Stat. §§ I43C-6-23(d)(6), the RECIPIENT and its subgrantees shall
provide to the AGENCY monthly status'reports on the use of funds, financial and program
performance of the grant award no later than the 25`h day of the following month. The reports
shall be provided in the format of the Status Report & Reimbursement Request Form (see
Attachment C). The Status Report&Reimbursement Request Form shall report the financial
and performance progress for each item identified in the Scope of Work and Project Budget
(Attachment A) and shall be sent to the AGENCY in accordance with Section IL G. above.
At a minimum,the monthly reports shall include the following:
A. Total expenses disbursed (aggregate totals)by the Projects identified in the Scope of Work
and Project Budget that includes but is not limited to the following:
I. Requests for reimbursement that document use of grant fields for the disaster recovery
projects identified in the Scope of Work and Project Budget and evidence that the
RECIPIENT has paid those funds to its vendors and subgrantees.
2. Allowable construction contingency costs.
3. Allowable Administrative Costs.
4. Other allowable expenses (e.g., reflected above or as may be subsequently approved
by the AGENCY).
B. Period ending balance of the RECIPIENT funding disbursed pursuant to this Agreement
(i.e., expended,obligated,and unobligated).
C. A descriptive summary of how the funds were used and program activity information
regarding the progress made on each project identified in the Scope of Work and Project
Budget,including outcomes and specific deliverables or accomplishments to date of report.
IV. RETURN OF GRANT FUNDS: Pursuant to N.C. Gen. Stat. §§ 143C-6-23(c)(10-12)and 09
N.C.Administrative Code 03M .0801 to 0802,the AGENCY reserves the right to recover grant
funds or de-obligate any remaining grant funds after this Agreement's expiration date or before
the expiration date of this Agreement;should the RECIPIENT be found in noncompliance with
any material term of this Agreement;an audit finding discloses an improper use of grant funds;
or it becomes apparent that the RECIPIENT will not be able to expend the funds prior to the
expiration date of this Agreement. The AGENCY will provide the RECIPIENT with
6

•
reasonable notice of any deficiency, audit finding, or noncompliance issue and the AGENCY
will make every effort to work with the RECIPIENT to resolve the issue informally before
seeking to de-obligate grant funding. The RECIPIENT must include in its agreements with
subgrantees the procedures and requirements in the afore-mentioned statutes and rules
regarding suspension of funding and return of grants funds if the AGENCY determines that
the subgrant did not spend the grant funds for the legislative purpose set forth in this Agreement
between the AGENCY and RECIPIENT.
V. OTI1ER REGULATORY COMPLIANCE: The RECIPIENT acknowledges that not all
state, federal, and/or local government laws, rules and ordinances applicable to the disaster
recovery projects identified in the Scope of Work and Project Budget (Attachment A) have
been referenced in this Agreement or its Attachments. Notwithstanding any omitted reference,
the RECIPIENT agrees that it and all its subgrantees will comply with all state, federal, and
local government laws, rules and/or ordinances applicable to the disaster recovery projects
funded by the grant.
VI. TAXES: The RECIPIENT shall be responsible for all taxes.
VII. WARRANTY: The RECIPIENT will hold the AGENCY harmless for any liability and
personal injury that may occur from or in connection with the performance of this Agreement
to the extent permitted by the North Carolina Tort Claims Act. Nothing in this Agreement,
express or implied, is intended to confer on any other person any rights or remedies in or by
reason of this Agreement. This Agreement does not give any person or entity other than the
parties hereto any legal or equitable claim, right or remedy. This Agreement is intended for
the sole and exclusive benefit of the parties hereto. This Agreement is not made for the benefit
of any third person or persons. No third party may enforce any part of this Agreement or shall
have any rights hereunder. This Agreement does not create, and shall not be construed as
creating, any rights enforceable by any person not a party to this Agreement. Nothing herein
shall be construed as a waiver of the sovereign immunity of the State of North Carolina.
VIII. POINTS OF CONTACT: To provide consistent and effective communication between the
AGENCY and the RECIPIENT, each party shall appoint a Principal Representative(s)to serve
as its central point of contact responsible for coordinating and implementing this Agreement.
For the AGENCY
IF DELIVERED BY US POSTAL IF DELIVERED BY ANY OTHER MEANS
SERVICE
Stephanie Alsay, Business Officer Stephanie Alsay, Business Officer
Office of State Budget and Management Office of State Budget and Management
430 N. Salisbury Street 430 N. Salisbury Street
MSC 20320—Raleigh,NC 27699-0320 MSC 20320—Raleigh,NC 27699-0320
Raleigh,NC 27603 Raleigh,NC 27603
Direct: 919-807-4672 Direct: 919-807-4672
7

Email: [e-mail] Email: osbm-dr224grants@osbm_nc.gov
osbm_nc.gov
For the RECIPIENT
IF DELIVERED BY US POSTAL • IF DELIVERED BY ANY OTHER MEANS
SERVICE
TO BE FILLED IN BY THE RECIPIENT TO BE FILLED 1N BY THE RECIPIENT
Name,title, address email and phone. G'\ e\r, df�u�
C1-�4r 1�.5 Brow r� -you-n mbu+ 01 ►VQ-
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•
cYNAratedig-io„'nocmr u OL ve,nc .or'511/4
IX. PUBLIC RECORD ACCESS: This Agreement is be su ject to the North Carolina Public
Records Act, Chapter 132 of the North Carolina General Statutes.
X. AUDITING & ACCESS TO PERSONS AND RECORDS: In accordance with N.C. Gen.
Stat. §§ I43C-6-23(c)(8), (g),and N.C. Gen. Stat. § 147-64.7,the staff from the North Carolina
Office of State Auditor, Office of State Budget and Management, or other applicable state
agency internal auditors shall have access to RECIPIENT officers, employees, agents and/or
other persons in control of and/or responsible for the records that relate to this Agreement for
purposes of conducting audits and independent evaluations. These parties shall also have the
right to access and copy any and all records,including audit work papers in the possession of •
any RECIPIENT'S auditors, relating to the Agreement during the term of the Agreement and
within two (2) years following the completion of project close-out, to verify accounts,
accuracy, information, calculations and/or data affecting and/or relating to payments,requests
for change orders, change orders, claims for extra work, requests for time extensions and
related claims for damages arising from the Agreement or subgrant agreements.
The RECIPIENT shall store and maintain the original files related to this Agreement and
accounting records for the grant funds pursuant to the RECIPIENT's document retention
policies or six years from the closeout of the Iast disaster recovery project identified in the
Scope of Work-and Project Budget, whichever is later.
Pursuant to N.C. Gen. Stat. § 143C-6-23(d)and 09 N.C.A.C. 03M.0205,the RECIPIENT shall
also comply with the audit requirements set forth in Attachment C based on Grant Funding
Level.
XL SITUS: This Agreement shall be governed by the laws of North.Carolina and any claim for
breach or enforcement shall be filed in state court in Wake County,North Carolina.
XII. ANTITRUST LAWS: This Agreement is entered into in compliance with all State and
Federal antitrust laws.
8

XIII. OTHER PROVISIONS/SEVERABILITY: Nothing in this Agreement is intended to
conflict with current laws or regulations of the State of North Carolina,the AGENCY,or the
RECIPIENT. If a term of this Agreement is inconsistent with such authority, then that term
shall be '1VaIId but the remaining terms and conditions of this Agreement shall re
main in full
n
force and effect.
XIV. COMPLIANCE: The RECIPIENT shall be wholly responsible for financing to be made under
this Agreement and for the supervision of its employees and assistants. The RECIPIENT shall
be responsible for compliance with all laws, ordinances, codes, rules, regulations, licensing
requirements and other regulatory matters that are applicable to the conduct of its business and
purchase requirements performed under this Agreement. The RECIPIENT is reminded that
all funds are subject to the requirements of the Local Government Budget and Fiscal Control
act,including but not limited to all budgeting and pre-audit requirements.
XV. MODIFICATION: This Agreement may be amended only by written amendments duly
executed by the Director of the AGENCY and the RECIPIFNT's Chief Executive Manager,
Finance Director,Chairman or Mayor. The AGENY may,without formal modification of this
Agreement, change the following terms of this Agreement: legislative changes in grant
funding; changes in grant monitoring and compliance; changes in the number of projects that
do not increase the Grant Funding Level and/or exceed the remaining available balance of the
Grant Funding Level; and/or changes in auditing requirements. The AGENCY will give
advance notice of all foregoing changes to the Agreement. All other changes to the Agreement
must be in writing and agreed to by the AGENCY and RECIPIENT.
•
XVI. GRANT CLOSEOUT PROCESS: The RECIPIENT agrees to submit to the AGENCY a
complete performance and expenditure status report(final report)within ninety(90)days after
expiration of the agreement term or final expenditure date, whichever is earlier. Once the
complete final performance and financial status report package has been received and
evaluated by the AGENCY, the RECIPIENT will receive official notification of agreement
close-out. The letter will infoiru the RECIPIENT that the AGENCY is officially closing the
agreement and retaining all agreement files and related material for a period of six(6) years;
or until all audit exceptions have been resolved,whichever is longer.
XVII, TERMINATION: The terms of this Agreement, as modified with the consent of all parties,
will remain in.effect until June 30, 2021 (the "Expiration Date") or such other date that may
be set by the North Carolina General Assembly. All residual unexpended funds shall be
transferred to the AGENCY, within 90 days after the agreement is terminated.
Subject to the requirements of S.L.2019-224,the RECIPIENT and AGENCY may agree upon
a termination of the Agreement prior to the Expiration Date on such terms as mutually agreed
to with 60 days written notice to the other party,or as otherwise provided by law.
XVIII. EXECUTION AND EFFECTIVE DATE: This Agreement shall become effective upon the
date the last party executes this Agreement, Reimbursement requests submitted by the
RECIPIENT to AGENCY, may be eligible for payment if they are approved by the
9

RECIPIENT on or after July 1, 2019 and are deemed allowable expenditures pursuant to
Session Law 2019-224 and the terms of this agreement.
XIX. ENTIRE AGREEMENT: This Agreement and any annexes, exhibits and amendments
annexed hereto and any documents incorporated specifically by reference represent the entire
Agreement between the parties and supersede all prior oral and written statements or
agreements.
[REMAINDER LEFT INTENTIONALLY BLANK]
•
N.C. Gem Stat. § 1-50 sets a six-year statute of repose,for any claim relating to a construction project, which
commences to run following substantial completion of a project unless the exception for fraud or willful negligence
applies. The RECIPIENT may request a short document retention period if none of the disaster recovery projects
identified in the Scope of Work and Project Budget(Attachment A) are construction projects and State law/Town
ordinance/policy allows for a shorter time period.
10

IN WITNESS WHEREOF,the parties have each executed this Agreement and the parties agree to
the terns and provisions of this Agreement.
NC OFFICE OF STATE BUDGET TOWN OF MOUNT OLIVE
&MANAGEMENT
BY:
e E. S
Nels C. Roselandos p cott
Deputy State Budget Director Mayor
DATE f i.'26' 1 DATE //-.1-,70/
II

Attachment A
Scope of Work and Project Budget
Before it will be possible to finalize this award and make any disbursement, you are required to provide to the Agency
adescription for how the organization will spend the amount of funding allocated for the specific purpose as stated in the
grant contract. This will include a scope of work, information related to any potential sub-grants and an annual budget for
the grant funds. Please attach additional sheets as necessary.
Organization:
Organization Name: Town of Mount Olive, North Carolina
Tax Identification#: 56-6001296
Organization Fiscal Year End: June 30th
PROJECT 1 (Copy and paste this table (sections I through 3) for each additional project)
1. Project Name: Mount Olive WWTP Improvements
2. Scope of Work:
Engineering Services
Funds under Engineering Services will be spent on the following:
1) Survey and Subsurface Utility Engineering (SUE)—This task is required to locate existing buried utility lines
and provide proper design of the proposed spray fields and wastewater treatment plant(WWTP) infrastructure
improvement.
2) Environmental Services—This task is required to define the actual boundaries of existing wetlands to maintain
the required regulatory buffers during the design and permitting of the proposed spray fields. This task also
consists of the preparation and submittal of environmental permit applications and documentation.
3) Design Services—This task is required for design of the proposed spray fields and WWTP infrastructure
improvements. This task includes, but is not limited to, charges by Engineers subconsultants for specialty
services, such as soil scientist reporting and electrical engineering design.
4) Bidding Services—This task is required to assist the Recipient with publicly bidding and awarding the project
per all applicable Laws and Regulations.
5) Construction Administration Services—This task is required to provide Engineer review time and site visits to
ensure construction proceeds as designed and accepted by the Recipient, acceptable equipment is installed,
and acceptable construction materials and practices are used and contractor pay requests reflect work
performed.
6) Resident Project Representative Services—This task is required to provide periodic onsite construction
observation and documentation to ensure construction proceeds as designed and accepted by the Recipient,
acceptable equipment is installed, and acceptable construction materials and practices are used.
7) Additional Work Contingency—This task is required to provide the Recipient with a contingency budget for
additional services from the Engineer if required and approved by the Recipient.
8) Grant Administration Services—This task is required to provide the Recipient with monthly progress reports to
be submitted for reimbursement to the funding agency.
OSBM DISASTER RECOVERY S.L.2019-224—Attachment A
Effective: 10/2019
Page 1 of 3

Construction Items
Funds under Construction Items will be spent on the following. The budget listed in the Project Budget is an estimate
and attempts to account for Contractor Overhead and Profit.
1.) Reclaim Water Application Field Improvements—This task will include clearing and grubbing the existing tree
used for reclaim water application and replacing it with a grass crop to more effectively operate and
fields pp p 9
maintain the reclaim water irrigation system and improve the harvesting and marketing ability of the crop
produced with the reclaim water.
2.) Reclaim Water Irrigation System Improvements—This task will include upgrading the existing irrigation pump
station and irrigation system controls equipment and replacing the existing drip irrigation system with a spray
head system in order to more effectively utilize and recover the permitted capacity of the reclaim water system.
3.) Influent Pump Station Upgrades—This task will include replacing or rehabilitating the existing influent pump
station pumps to meet the peak flow demands at the wastewater treatment plant (WWTP). Work will also
include control improvements for better operation and adding other additional operator safety upgrades to the
station.
4.) Influent Pump Station Force Main Upgrades—This task will include replacing the existing force main with a
larger force main to meet peak flow demands.
5.) WWTP Headworks Improvements—This task will include adjusting the existing headworks to be able to handle
the peak flow demands at the WWTP.
6.) Equalization Improvements—This task will include adding an automatic means of filling and emptying the
equalization basin as needed and cleaning the existing equalization basin effluent line so the basin will more
effectively dampen the effects of peak flow demands to the WWTP treatment efficiency.
include makingsome operator safetyimprovements to the
7.) Oxidation Ditch Improvements—This task will nc p p
existing oxidation ditch system and adding additional sludge drains beneath the oxidation ditches so basins can
be cleaned more effectively to maintain treatment efficiency.
8.) Clarifier Improvements—This task will include replacing the existing uneven weir plates on the larger clarifier to
improve system hydraulics and clarifier effectiveness.
9.) RAS/WAS Pump Station Improvements—This task will include making some piping modifications and adding
some operator safety upgrades to both existing RAS/WAS pump stations.
10.)Filter Rehabilitation—This task will include replacing some of the existing infrastructure and rehabilitating the
existing travelling bridge filters to increase filter efficiency and return filters to design flow rates and eliminate
frequency of bypassing.
11.)New Effluent Measuring Structure—This task will include installing a new effluent Parshall flume measuring
structure to accurately measure the WWTP effluent going to the Northeast Cape Fear River for NPDES permit
compliance.
in theexistingsludge drying beds at the
A andon existingsludge drying beds This task will include abandoning g ry g
12.) b g ry g
returns to the WWTP.
P that are no longer used for sludge dewatering g g to eliminate rainwater
13.)Miscellaneous Yard Piping Rerouting—This task will include re-routing some existing yard piping at the WWTP
to improve overall WWTP operational efficiency.
WWTP Equipment Items
Funds under WWTP Equipment Items will be spent on providing the following items for use by the Recipient.
1.) Grass Crop Processing Equipment*—This task will include purchasing equipment for the Recipient to use to
prepare, harvest, and sell the new grass crop that will be produced after this project.
*Recipient requests the ability to transfer funds from budget for WWTP Equipment Items to Construction Cost
budget if required during the project if bids for project are too high.
OSBM DISASTER RECOVERY S.L.2019-224—Attachment A
Effective: 10/2019
Page 2 of 3

Legal Fees
Funds under Legal Fees will be used by the Recipient to pay any attorney fees required for the project.
Permit Fees
Funds under Permit Fees will be used by the Recipient to pay for all permitting application review fees required for the
project.
Recipient Administrative Costs
Funds under Recipient Administrative Costs will be used by the Recipient to pay for any applicable administrative costs
incurred by the Recipient for the project, e.g., shipping and handling, printing/scanning, newspaper advertisement fees
for bidding, etc.
3. Sub-grants:
a. Does the Recipient anticipate that it will subgrant or pass down any funds to Yes X No
another organization?
If yes, answer the following:
b. Name of Sub-recipient c. Program Name d. Amount to Sub-recipient
4. Project Budget:
EXPENDITURE DESCRIPTION AMOUNT
Engineering Services
Survey& SUE Services, Environmental Services, Design Services, Bidding Services, $564,000
Construction Administration Services (Lump Sum)
Resident Project Representative Services (Hourly) $160,000
Additional Work Contingency (Hourly) $32,500
Grant Administration Services (Hourly) $5,000
Reimbursable Expenses $16,500
Total $778,000
Construction Cost $4,100,000
Construction Contingency Costs(10%) $410,000
WWTP Equipment Items $200,000
Legal Fees (Attorney) $5,000
Permit Fees $1,500
Recipient Administrative Costs $5,500
Total Project Budget $5,500,000.00
With regard to the information contained herein, I certify that the annual budget has been approved by the Recipient's
Chief Executive Manager, Finance Director, Chairman or Mayor.
1t251,6 �
Signature Date
YV\
Printed Name Title
OSBM DISASTER RECOVERY S.L.2019-224—Attachment A
Effective: 10/2019
Page 3 of 3

ATTACHMENT B
Town of Mount Olive
Conflict of Interest Statement Certification
The Town of Mount Olive certifies herein that its conflicts of interest("COI") policy satisfies
the requirements of Section 143C-6-23(b)of the North Carolina General Statutes by addressing
situations in which its management employees and the Town of Mount Olive Board of
Commissioners may directly or indirectly benefit from the Town of Mount Olive's
disbursement of State direct grant funds, and the COI policy includes the actions to be taken
by the Town of Mount Olive or the individual, or both, to avoid conflicts of interest and the
appearance of impropriety. The Town of Mount Olive further represents that its COI policy
includes: (1)a prohibition of public officers or public employees from deriving a direct benefit
from any contract (or grant) in which he or she is involved on behalf of the Town of Mount
Olive (i.e., procurement and/or management of the contract or grant) to avoid violations of
N.C. Gen. Stat. § 14-234 (a criminal statute); (2) a prohibition of public officers or public
employees from accepting gifts and favors to avoid influencing the award and administration
of public contracts (and grants) to avoid violations of N.C. Gen. Stat § 133-32 (a criminal
statute); and a prohibition of public officers or public employees from using confidential
information (i.e., non-public information that a public officer/employee obtained through
performing official government duties) for personal gain, to acquire a pecuniary benefit in
anticipation of his or her own official action, or to help another person acquire a pecuniary 1
benefit from such actions in violation of N.C. Gen. Stat. § 14-234.1 (a criminal statute). The
Town of Mount Olive's COI Policy is attached to this statement.
The Town of Mount Olive represents that its COI policy shall apply to all employees and
officials who will have responsibility for: managing the direct grant; procuring goods, services
and construction using the direct grant funds; and/or managing projects funded by the direct
grant(also include all members of the governing body that have direct or indirect oversight of
the employees implementing the direct grant).
TOWN OF MOUNT OLIVI; AGENCY
B .. /9 Approved By
;U 4.044/4t 0-.)w , ii/z lli
Jos ph E. Scott Date Durwin P. Jones Date
Mayor OSBM-DR General Counsel

ATTACHMENT C: NC OSBM SPECIAL APPROPRIATIONS
Status Report&Reimbursement Request
...Audit Requirement:In accordance with Title 09 of the North Carolina Administrative Code Section 03M.0205,a recipient or subrecipient that receives,
holds,uses,or expends State financial assistance in an amount equal to or greater than five hundred thousand dollars($500,000)within its fiscal year(Level Ill
recipient)shall have a single or program-specific audit prepared and completed in accordance with Generally Accepted Government Auditing Standards,also known as
the Yellow Book.Audits must be provided to the funding agency no later than nine months after the end of the recipient's fiscal year.***
Part A.Recipient Reporting Information
1. NAME OF RECIPIENT ORGANIZATION: 3. Date Form Completed:
Start Date End Date 4. Report Type(Select all that apply)
2.
Current Reporting Period: ❑
Initial Funding Use Report
❑Reimbursement Request
❑Project Status Report
5.Total Agreement Funding Authorized by S.L.2019-224:
6. Initial Funding Received
7. Reimbursements Received to Date:
8.Current Reporting Period Starting Balance: $0.00
Part B. Expenses
RECIPIENT EXPENSES INCURRED&PAID
Previous Reporting Current Reporting
Initial Up-Front Period Period Reimbursement Cumulative Expenses
Expense Category Payment Reimbursements Request Invoiced to Date
Operating Costs: $
Employee Salary and Benefits $
Service and Contract $
Goods and Equipment $
Administrative $
Other Operating Costs $ -
Construction&Infrastructures
Service and Contract Costs $
Capital Goods and Equipment $ -
Construction Contingency $Other Construction&Infrastructure Costs $ -
To - $ - $ - $
TOTAL REIMBURSEMENT AMOUNT REQUESTED BY RECIPIENT DURING THIS REPORTING PERIOD: $ -
REMAINING UNSPENT GRANT AWARD BALANCE(ENDING BALANCE) $ -
Description of"Other Operating Costs"and"Other Construction&Infrastructure Costs":
Page 1 of 2

Part C.Narrative(s)
Descriptive summary of how the funds were used,including activities and accomplishments,outcomes,performance measures and specific deliverables
achieved or projected to be achieved.
Part D.Certification
1 certify that all funds reported on this form were used in accordance with the terms of the Disaster Recovery Grant
Agreement and Scope of Work and Project Budget(Grant Agreement Attachment A)between the State of North Carolina
and my organization.
Printed Name l Itle Phone
Signature Email
Page 2 of 2

REV 01/2019
NC Office of the STATE OF NORTH CAROLINA u•ir•'�'>
State Controller SUBSTITUTE W-9 FORM , f x
+ 5
(IRS Form W-9 will not be .,)fj3
accepted in lieu of this form) Request for Taxpayer Identification Number :?»
*Denotes a Required Field
*1. t___ Social Security Number(SSN), Please select the appropriate Taxpayer Identification Number(EIN,SSN,
OR or ITIN)type and enter your 9-digit ID number. The U.S.Taxpayer
ElEmployer Identification Number(EIN), Identification Number is being requested per U.S.Tax Law.Failure to
OR provide this information in a timely manner could prevent or delay
E Individual Taxpayer Identification Number(ITIN) payment to you or require The State of NC to withhold 24%for backup
*2• withholding tax.
5 6 6 0 0 1 2 9 6
/PRESS THE TAD KEY TO ENTER EACH NUMBER)
*4.Legal Name(as shown on your income tax return): 3. Dunn&Bradstreet Universal Numbering System(DUNS)(see
TOWN OF MOUNT OLIVE instructions)
5.Business Name/DBA/Disregarded Entity Name,if different from
Legal Name:
(PRESS THE TAD KEY TO ENTER EACH NUMBER)
Contact Information
O *6.Legal Address • 7.Remittance Address(Location specifically used for payment that is
it (DO NOT TYPE OR WRITE IN THIS FIELD) different from Legal Address,if applicable)
*Address Line 1: Address Line 1:
c 114E JAMES STREET
Address Line 2: Address Line 2:
*City *State *Zip(9 digit) City State Zip(9 digit)
MT OLIVE NC 28365
rg *County County
M WAYNE
(
;`' *8.Contact Name: KAYE H.ANDERSON
*9.Phone Number: 919-658.9537
t 10.Fax Number: 919-658-3873
11.Email Address: [e-mail]
13.Entity 14.Exemptions(see
*12.Entity Type
Classification instructions)
®Individual/Sole Proprietor/Single-member LLC DC-Corporation ES-Corporation
® Medical Services
®Partnership ®Trust/Estate ®Other ® Legal/Attorney Exempt payee code(if any):
Services
El Limited liability company. Enter the tax classification(C=C corporation, I NC Local Govt
S=S corporation, P=Partnership) Federal Govt
Note: Check the appropriate box in the line above for the tax classification of the single- ® NC State Agency
member owner.Do not check LLC if the LLC is classified as a single-member LLC that is Exemption from FATCA
disregarded from the owner unless the owner of the LLC is another LLC that is not ❑ Other Govt reporting code(if any):
disregarded from the owner for U.S.federal tax purposes.Otherwise,a single-member LLC
that is disregarded from the owner should check the appropriate box for the tax classification Other(specify)
of its owner.
Under penalties of perjury,I certify that:
=
O 1. The number shown on this form is my correct taxpayer Identification number(or I am waiting for a number to be issued to me),and
2. I am not subject to backup withholding because:(a)I am exempt from backup withholding,or(b)I have not been notified by the Internal Revenue Service
(IRS)that I am subject to backup withholding because of a failure to report all interest or dividends,or(c)the IRS has notified me that I am no longer
subject to backup withholding,and
s. 3. I am a U.S.citizen or other U.S.person(defined later in general instructions),and
i4. The FATCA code(s)entered on this form(if any)indicting that I am exempt from FATCA reporting is correct.
x`r
fV
G; Certification instructions: Please refer to the IRS Form W-9 located on the IRS Website(https://www.irs.eov/):
*Printed Name: Kaye H.Anderson *Printed Title: Town Clerk/Finance Officer
so *Authorized U.S. *Date:
Signature: , r Lt p t .s,o- j 10/22/2019
Please complete the"Modification Existing Vendor Records"section below If there have been any changes to the following: Tax Identification Number(TIN),
Legal Name,Business Name,Remittance Address
Return to the NC State Agency from which you are requesting payment.

�\ha(f/tYvl°f(fl E.
I. Ray McDonald,Sr., Mayor o AOUNt o� Tel [phone]
COMMISSIONERS /ti Tel [phone]
Joseph E.Scott 4 Fax[phone]
Mayor Pro Tempore
Harlie J.Carmichael
O 2 Charles S. Brown
", Town Manager
Jerry L, Harper ���:.....�,,.•.._.�.---�_ `
Thomas Preston (0 �87Q O
Kenneth K Talton � Kaye H.Anderson
yQMEToW� Town Clerk
10/22/2019
TO: STATE DEPARTMENT HEAD AND CHIEF FISCAL OFFICER
CERTIFICATION:
We certify that the Town of Mount Olive does not have any overdue tax debts,as defined by
N.0 G S. 105-243.1,at the Federal,State,or local level. We further understand that any person •
who makes a false statement in violation of N.C.G.S. 143-6.2(b2)is guilty of a criminal offense
punishable as provided by N,C.G.S. 143-34(b).
Sworn Statement:
Joseph E.Scott and Kaye H.Anderson being duly sworn,say that we are the Board Chair and
Town Clerk/Finance Officer, respectively of Town of Mount Olive of Mount Olive, North
Carolina; and that the foregoing certification is true, accurate and complete to the best of our
knowledge and was made and subscribed by us. We also acknowledge and understand that any
misuse of State funds will be reported to the appropriate authorities for Further action.
oard Chair
Townlerk/Finance Officer
Sworn to and subscribed before me on the day of the date of said certification. )
My Commission Expires: 41 Li 2 ) I
(Notary SI ature and Seal)

111• WithersRavenel
Our People.Your Success.
November 22,2019
Town of Mount Olive
114 East James Street
Mount Olive, NC 28365
Attn: Charles Brown,
RE: WR 02181005.02
Engineering Services Agreement
Mount Olive WWTP Improvements
Dear Mr. Brown:
WithersRavenel is pleased to provide this Agreement for Engineering Services to Town of Mount Olive for
the Mount Olive WWTP Improvements Project.If you have any questions or concerns about the agreement
please do not hesitate to call me at the number listed below.
Sincerely
WithersRavenel
Oento -
J. Clark Maness, PE
Project Manager
115 MacKenan Drive I Cary, NC 27511
Office: 919.469.3340 I Direct:919.535.5213
Email:[e-mail]
Attachments:
Agreement for Professional Services
115 MacKenan Drive I Cary, NC 27511
Office: 919.469.3340 I Fax: [phone] I www.withersravenel.com I License No.C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

mil% WithersRavenel
Our People,Your Success.
Town of Mount Olive
Mount Olive WWTP Improvements
Agreement for Professional Services
This AGREEMENT, the Standard Terms and Conditions (Exhibit I), and Fee and Expense Schedule (Exhibit
II),are hereby included as part of the Agreement for Professional services dated between
Town of Mount Olive (CLIENT) and WithersRavenel, Inc. (CONSULTANT) for Professional Engineering
Services to be rendered in connection with the Mount Olive WWTP Improvements(PROJECT).
A. Project Description
The Mount Olive Wastewater Treatment Plant(WWTP) currently suffers from several operational
problems. Among other items to address, the defective drip irrigation system for reclaim water
application, insufficient capacity of the influent pump station, poor operational efficiency of the
tertiary filters, and lack of accurate effluent measuring are major items of concern. The PROJECT
will consist of making improvements to the existing reclaim water irrigation fields and the existing
WWTP treatment infrastructure. More specific details on individual items to be addressed by the
design provided by the CONSULTANT are listed and described in Section B of this agreement.
As part of this agreement, the CLIENT and CONSULTANT agree the final permitted discharge
flowrate depends on existing soil conditions,available land,buffer requirements,and ultimately the
decisions made by the North Carolina Department of Environmental Quality(NCDEQ). Therefore,
by signing this agreement the CONSULTANT and CLIENT agree that an exact capacity or an
increase in the capacity of the WWTP is not guaranteed.
This agreement is written the assumption that the final construction completion deadline of June
30th, 2021 set by the funding agency's grant agreement with the CLIENT is flexible and may be
pushed back as needed to meet the timeline required for design and construction of the PROJECT.
B. Scope of Services
Task 1 - Survey and SUE Services
A. The PROJECT site is shown on Wayne County Tax PINs 2582681571, 2582575371,
2582564883, 258567990, 2582874199, and 2582892108, property of the Town of Mt.
Olive, located on Wilkins Farm Road, Mr.Olive,NC.
B. Boundary and Topographic Survey
The CONSULTANT will provide the following:
1. A boundary survey of Wayne County Tax PINs 2582681571, 2582575371,
2582564883, 258567990, 2582874199 & 2582892108, approximately 324.06 acres
by county GIS records.
Town of Mount Olive- Mount Olive WWTP Improvements WR Project No.02181005.02
November 22, 2019 Page 2

Ad. WithersRavenel
Our People.Your Success.
2. CONSULTANT will locate existing property corners as may be found on the subject
parcel. The boundary survey will be reflected on the topographic survey map for design
and NCDWR, NCDMLR and USACOE permitting purposes, but will not be provided to
the CLIENT as a separate plat for recording. Missing corners will not be restored.
3. CONSULTANT will provide a LiDAR based topographic survey of approximately 235
acres which consists of all open areas with a 50-foot buffer into natural woodland areas.
Contours will be mapped to a 1'(one-foot)interval. Horizontal control will be based on
NC Stat Grid, NAD'83 (2011). Vertical control will be based on NAVD'88.
4. CONSULTANT will generate an Unmanned Aerial Survey (UAS)-based orthophoto of
the approximately 230 acres of open area consisting of the irrigation fields and the
wastewater treatment plant(WWTP)facility.
5. CONSULTANT will locate four(4)existing monitoring wells and provide their locations
on the topographic survey map.
6. CONSULTANT will locate and map surface water ditches, culverts,and woodlands.
7. CONSULTANT will use HD Laser Scanner technology inside two (2) pump station
buildings for determining relevant dimensions for design.
8. CONSULTANT will provide conventional survey and invert elevations for relevant
manholes,WWTP infrastructure,and stormwater structures.
C. Subsurface Utility Excavation (SUE)
1. Quality Level B SUE
a. CONSULTANT will locate sub-surface utilities within the PROJECT site limits based
on the field observation of visible and obvious aboveground structures and the
location of SUE Quality Level B paint markings as determined from an electronic
subsurface investigation provided by the CONSULTANT. Other subsurface utilities
may exist on site that are not included in the survey. The purpose of this
investigation is to identify the horizontal location of underground utilities that are
alongside and crossing various utility lines specific to the proposed scope of
improvements to the wastewater treatment facilities.
2. Quality Level A SUE Vacuum Excavation
a. CONSULTANT will perform Level A SUE - Test Holes as needed to determine
information such as size, depth, and material on the utility lines designated during
the Level B SUE investigation. This subtask assumes that twenty-five(25)test holes
will be needed.
Task 2 -- Environmental Services
This Task includes:
A. Wetland/Stream Delineation within PROJECT area
1. Obtain preliminary site information including aerial photos, USGS Quadrangle Maps,
Wayne County Soil Survey and Wayne County GIS data prior to conducting site visit.
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2. Conduct a site review to confirm that the project area(project&compliance boundary)
does not contain jurisdictional wetlands, streams and surface waters. Jurisdictional
wetlands will be determined using criteria set forth in the 1987 US Army Corps of
Engineers(USACE)Wetlands Delineation Manual and applicable Regional Supplement.
3. Streams will be evaluated using the procedures set forth in the 2005 North Carolina
Division of Water Quality(NC-DWQ)Stream Classification Method.
4. If wetlands and/or streams are identified within the project area,they will be delineated
in the field using sequentially numbered Wetland Delineation flagging.
5. Locate all wetland and stream origin flags using a mapping grade Trimble GPS unit.
6. For wetlands adjacent to, but not within the project area, the approximate wetland
limits will be located at strategic points using GPS.
7. GPS data will be utilized for preparation of the exhibits for agency verification requests.
8. Prepare a Preliminary Delineation Exhibit documenting the wetlands and riparian
buffers to be surveyed, which will be provided to the client for preliminary planning
purposes.
B. US Army Corps of Engineers Jurisdictional Determination
1. Prepare a Jurisdictional Determination Request in support of the wetland delineation
and submit to the US Army Corps of Engineers(USACE).
2. Coordinate with the USACE to schedule a site visit to review and verify that there are
no jurisdictional features within the "review area", or verify the limits of the any
jurisdictional features delineated within the "review area".
3. Submit follow-up email to USACE recapping the results of the site visit and request
USACE to respond concurring. This will provide adequate documentation other
submittals which require documentation that the USACE has approved the delineation
until the actual Jurisdictional Determination has been issued by the USACE,which may
take several additional months to be issued.
4. Upon completion of the field verification, the USACE will issue a Jurisdictional
Determination,which will be valid for 5-years.
C. Environmental Permitting Application Preparation and Submittal
1. This agreement assumes the preparation and submittal of the following environmental
permits necessary for the PROJECT. The preparation and submittal of other permits
shall be considered Additional Services.
a. An Erosion and Sedimentation Control Permit will be prepared and submitted to the
North Carolina Division of Energy, Mineral, and Land Resources (DEMLR). All
comments received back from DEMLR will be addressed and formally responded to
by the CONSULTANT. This agreement assumes up to two (2) rounds of comments
will be addressed.
b. A Non-Discharge Permit Major Modification application will be prepared and
submitted to the Non-Discharge Branch of the North Carolina Division of Water
Resources(DWR). All comments received back from the Non-Discharge Branch will
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be addressed and formally responded to by the CONSULTANT. This agreement
assumes up to two(2)rounds of comments will be addressed.
c. An Authorization to Construct (ATC) Permit application will be prepared and
submitted to the National Pollutant Discharge Elimination System (NPDES)
permitting unit of the North Carolina DWR. All comments received back NPDES
permitting unit will be addressed and formally responded to by the CONSULTANT.
This agreement assumes up to two(2)rounds of comments will be addressed.
Task 3 - Design Phase Services
A. Kick-Off Meeting
1. The CONSULTANT will conduct one (1) meeting with the CLIENT in Mount Olive to
discuss the PROJECT expectations with the CLIENT and set a final list of items to be
replaced and/or rehabilitated under the PROJECT. These items are listed below:
a. Reclaim Water Application Field Improvements -Clearing and grubbing the existing
tree fields used for reclaim water application and replacing it with a grass crop to
more effectively operate and maintain the reclaim water irrigation system and
improve the harvesting and marketing ability of the crop produced with the reclaim
water.
b. Reclaim Water Irrigation System Improvements -Upgrading the existing irrigation
pump station and irrigation system controls equipment and replacing the existing
drip irrigation system with a spray head system in order to more effectively utilize
and recover the permitted capacity of the reclaim water system.
c. Influent Pump Station Upgrades -Replacing or rehabilitating the existing influent
pump station pumps to meet the peak flow demands at the wastewater treatment
plant (WWTP). Work will also include control improvements for better operation
and adding other additional operator safety upgrades to the station.
d. Influent Pump Station Force Main Upgrades-Replacing the existing force main with
a larger force main to meet peak flow demands.
e. WWTP Headworks Improvements -Adjusting the existing headworks to be able to
handle the peak flow demands at the WWTP.
f. Equalization Improvements -Adding an automatic means of filling and emptying the
equalization basin as needed and cleaning the existing equalization basin effluent
line so the basin will more effectively dampen the effects of peak flow demands to
the WWTP treatment efficiency.
g. Oxidation Ditch Improvements-Making some operator safety improvements to the
existing oxidation ditch system and adding additional sludge drains beneath the
oxidation ditches so basins can be cleaned more effectively to maintain treatment
efficiency.
h. Clarifier Improvements -Replacing the existing uneven weir plates on the larger
clarifier to improve system hydraulics and clarifier effectiveness.
i. RAS/WAS Pump Station Improvements -Making some piping modifications and
adding some operator safety upgrades to both existing RAS/WAS pump stations.
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j. Filter Rehabilitation - This task will include replacing some of the existing
infrastructure and rehabilitating the existing travelling bridge filters to increase filter
efficiency and return filters to design flow rates and eliminate frequency of
bypassing.
k. New Effluent Measuring Structure -Installing a new effluent Parshall flume
measuring structure to accurately measure the WWTP effluent going to the
Northeast Cape Fear River for NPDES permit compliance.
I. Abandon existing sludge drying beds -Abandoning the existing sludge drying beds
at the WWTP that are no longer used for sludge dewatering to eliminate rainwater
returns to the WWTP.
m. Miscellaneous Yard Piping Rerouting -Re-routing some existing yard piping at the
WWTP to improve overall WWTP operational efficiency.
B. Based on the Kick-Off Meeting, data and other information developed as part of the
preceding Tasks the CONSULTANT will take the following steps to simultaneously
produce a preliminary design (60% plans) and obtain all necessary permits for the
PROJECT.
1. The CONSULTANT will conduct a review of the compiled data and evaluate all
potential equipment and construction means/methods that may be employed to meet
the design criteria.
2. The CONSULTANT will directly consult all state and local permitting agencies to ensure
design meets all permit requirements.
3. The CONSULTANT will consider the necessary logistics for maintaining WWTP
operations to minimize interruption to service during the construction period.
4. The CONSULTANT will develop a set of 60% plans based on the requirements
determined from permitting, the final list of items to be replaced and/or rehabilitated
under the PROJECT, and an evaluation of the logistics required to keep the WWTP in
operation.
C. Once the above is complete, the CONSULTANT will conduct one (1) meeting with the
CLIENT in Mount Olive, NC to discuss the design and construction approach options at a
60% Design Review Meeting.
D. After the 60% Design Review Meeting and all design items have been agreed upon
between the CLIENT and CONSULTANT, the CONSULTANT will obtain all required
permits for the PROJECT and prepare final detailed construction drawings and
specifications.
E. After completion of final detailed construction drawings and specifications, the
CONSULTANT will conduct one(1)final design review meeting with the CLIENT in Mount
Olive, NC to review the final construction plans and specifications. After review and
approval by the CLIENT, the CLIENT shall provide the CONSULTANT with a written
approval stating the final construction plans and specifications meet the expectations of
the CLIENT prior to Bid Advertisement.
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1. If more design meetings are desired by the CLIENT, upon receipt of written approval
from the CLIENT the CONSULTANT will conduct additional design meetings. The
additional design meeting will be covered under Task 10 - Additional Work
Contingency and the CLIENT shall pay the CONSULTANT on an Hourly Fee basis plus
reimbursable expenses.
Task 4 - Bidding Phase Services
A. This agreement assumes that up to two(2)separate contracts for the PROJECT will be bid.
B. Upon receipt of written authorization from the CLIENT, the CONSULTANT will perform
bidding services that include the following subtasks.
1. Bid Advertisement
a. The CONSULTANT will assist the CLIENT in advertising the PROJECT for
competitive formal bids. This will include preparing the "Notice to Bidders"for use
by the CLIENT for advertising in local newspaper(s), plan rooms, and the CLIENT's
website. The CLIENT will send the advertisements to the local newspaper(s) and
shall pay any advertisement fees required by the local newspaper(s).
2. Pre-Bid Meeting
a. The CONSULTANT will attend one (1) Pre-Bid Meeting with the CLIENT,
prospective bidders,and material suppliers in Mount Olive,NC. The CONSULTANT
will prepare the agenda,chair the meeting,take notes,and prepare a summary report
of the meeting for distribution.
b. If more Pre-Bid Meetings are required because the PROJECT must be re-advertised
and re-bid, upon receipt of written approval from the CLIENT the CONSULTANT
will conduct additional Pre-Bid Meeting in Mount Olive, NC. The additional Pre-Bid
Meeting will be covered under Task 10 - Additional Work Contingency and the
CLIENT shall pay the CONSULTANT on an Hourly Fee basis plus reimbursable
expenses.
3. Addenda
a. The CONSULTANT will prepare addenda to the construction plans and
specifications as required to facilitate the bid of the PROJECT.
4. Bid Opening
a. The CONSULTANT will attend one (1) Bid Opening, prepare the bid tabulation
documents,open bids and read into record as well as discuss the bid results with the
CLIENT.
b. The CONSULTANT will tabulate the bids and issue an opinion to the CLIENT as to
the responsible low bidder for the project.
c. If more Bid Openings are required because the PROJECT must be re-advertised and
re-bid, upon receipt of written approval from the CLIENT the CONSULTANT will
conduct additional Bid Opening in Mount Olive, NC. The additional Bid Opening
will be covered under Task 10-Additional Work Contingency and the CLIENT shall
pay the CONSULTANT on an Hourly Fee basis plus reimbursable expenses. Any
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additional design meetings requested by the CLIENT shall be considered Additional
Services outside of the scope of this PROJECT.
5. Value Engineering
a. If budget negotiation and/or value engineering is required because the low bid is
over the project construction budget,then upon receipt of written approval by the
CLIENT the CONSULTANT will plan and attend meeting with the CLIENT and the
low bidder to discuss how to adjust the scope of work of the PROJECT to meet the
construction budget. The CONSULTANT shall prepare a final Revised Schedule of
Values based on this meeting. The CLIENT shall review the final Revised Schedule
of Values and provide a written authorization to proceed with the PROJECT upon
the CLIENT's final approval. The additional Value Engineering Meeting will be
covered under Task 10 - Additional Work Contingency and the CLIENT shall pay
the CONSULTANT on an Hourly Fee basis plus reimbursable expenses. Any
additional Value Engineering Meetings requested by the CLIENT shall be considered
Additional Services outside of the scope of this PROJECT.
Task 5 - Construction Administration Services
In order for the CONSULTANT to provide construction administration and review services the
CLIENT shall agree that such administration, review,or interpretation of construction work or
documentation by the CONSULTANT shall not relieve any contractor from liability in regards
to its duty to comply with the engineering standards for the PROJECT, and shall not give rise
to a claim against a contractor's failure to hold in accordance with the pertinent construction
plans, specifications,or standards.
A. Execution of the Construction Contract
1. Under this task,the CONSULTANT will assemble the contract documents for and assist
the CLIENT with the execution process between the Contractor and the CLIENT.
B. Pre-Construction Conference
1. The CONSULTANT will attend one (1) Pre-Construction Conference in Mount Olive,
NC with the CLIENT and the Contractor. At the Pre-Construction Conference,
procedural guidelines and specific PROJECT requirements will be discussed with the
CONTRACTOR. Among the items to be addressed are: correspondence distribution,
shop drawing and scheduling procedures, Notice-to-Proceed date, critical schedule
requirements, payment procedures, staging areas, emergency procedures, survey
control requirements, quality control procedures and requirements,coordination with
quality assurance testing,and coordination with the CLIENT for WWTP operations.The
CONSULTANT will prepare and provide a meeting summary to the CLIENT and the
CONTRACTOR. The CONTRACTOR shall be responsible to provide its SUB
CONTRACTORS with the meeting summary(s).
C. Construction Contract Administration
1. The CONSULTANT will act on behalf of the CLIENT and act as its representative during
the estimated 365-calendar day construction period. The CONSULTANT will provide
contract administration required for the PROJECT, including:
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a. Carry out the duties and responsibilities as the CONSULTANT as stated in the
General Conditions and Supplemental Conditions of the construction contract.
b. On behalf of the CLIENT, the CONSULTANT shall administer the construction
contract, respond to CONTRACTOR correspondence, issue instructions from the
CLIENT, and maintain a complete document file for the PROJECT. Documents to
be maintained include, but are not limited to: correspondence, quality control
procedures, daily observation records, shop drawing schedule, shop drawing and
submittal log, change orders, scheduling, PROJECT meetings, costs and
disbursement data,and progress reports.CONSULTANT will supervise and manage
the work performed by the Resident Project Representative (RPR) during
construction.
D. Progress Meetings/Site Visits
1. During the estimated 365-calendar day construction period, the CONSULTANT will
hold monthly progress meetings from Notice-to-Proceed through Substantial
Completion. In these meetings, the CLIENT, CONSULTANT, and the CONTRACTOR
will address such items including but not limited to: schedules, coordination problems,
design issues, construction issues, pending change orders, outstanding shop drawings
delays, material or construction issues, and other
and other submittals, procurementy ,
issues related to completion of the PROJECT.
2. Based on on-site observations by the CONSULTANT and RPR,CONSULTANT will keep
the CLIENT informed of the progress of the work and may recommend to the CLIENT
to disapprove or reject work that does not to conform to the Contract Documents.
E. Shop Drawing and Submittals Review
1. The CONSULTANT will review and respond to Shop Drawings and submittals which
the CONTRACTOR is required to submit for conformance with the design concept and
compliance with the information given in the Contract Documents. The CONSULTANT
will transmit one copy of shop drawings to the CLIENT with written comments.
Included in the shop drawing review is the assessment of alternates proposed by the
CONTRACTOR. Alternate requests will be reviewed for conformance with the
Contract Specifications.This subtask assumes the review and response to up to fifteen
(15) sets of Shop Drawings and up to fifteen (15) reviews and responses to other
submittals.
2. If the review of additional sets of Shop Drawings is required because the Contractor
continuously submits incomplete or improper equipment/materials of construction for
review or if the CLIENT approves a change order that requires the review of additional
sets of Shop Drawings, then upon receipt of written approval by the CLIENT the
CONSULTANT will review up to ten(10)additional sets of Shop Drawings. The review
of up to ten (10) additional sets of Shop Drawings will be covered under Task 10 -
Additional Work Contingency and the CLIENT shall pay the CONSULTANT on an
Hourly Fee basis plus reimbursable expenses. The review of any more sets of Shop
Drawings or reviews and responses to other submittals requested by the CLIENT shall
be considered Additional Services outside of the scope of this PROJECT.
F. Review Pay Requests
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1. Based on the on-site observations,information provided by the RPR,and review of the
applications for payment and the accompanying data and schedules,the CONSULTANT
will assess the percentage of PROJECT completion by the CONTRACTOR and
recommend payments to the CONTRACTOR in the appropriate amount.
2. By recommending payment, CONSULTANT shall not thereby be deemed to have
represented that observations made by CONSULTANT to check the quality or quantity
of Contractor's Work as it is performed and furnished have been exhaustive,extended
to every aspect of Contractor's Work in progress,or have involved detailed inspections
of the Work beyond the responsibilities specifically assigned to CONSULTANT in this
Agreement. Neither CONSULTANT'S review of Contractor's Work for the purposes of
recommending payments nor CONSULTANT's recommendation of any payment
including final payment will impose on CONSULTANT responsibility to supervise,
direct, or control the Work, or for the means, methods, techniques, sequences, or
procedures of construction or safety precautions or programs incident thereto, or
,
Contractor's compliance with Laws and Regulations applicable to Contractors
furnishing and performing the Work.
G. Change Orders and Time Extensions
1. The CONSULTANT will provide contract administration services in connection with
changes to the construction contract that reflect minor changes or deletions requested
by the CLIENT, the CONSULTANT, or the CONTRACTOR. The CONSULTANT will
maintain a listing of additional costs and credits as a result of change orders. CLIENT
agrees to review change orders prepared by CONSULTANT and issue a directive on its
opinion of the change order in writing. Larger changes or claims asserted by the
CONTRACTOR and/or redesigns,analyses,or evaluation that are beyond the scope of
this Scope of Services or required through no fault of the CONSULTANT,requested by
the CLIENT or CONTRACTOR,shall be considered Additional Services.
H. Final Walk-Through and Certification
1. The CONSULTANT will conduct a walk-through review with the CONTRACTOR and
the RPR to determine if the PROJECT has reached substantial completion and prepare
a punch list of work items needed to meet final completion. After the CONTRACTOR
has addressed the items in the punch list, the CONSULTANT will conduct one final
walk-through review to determine if the work is acceptable and is in substantial
conformance with the drawings and specifications to the best of the CONSULTANT's
knowledge. Once the CONSULTANT and CLIENT deem the work to be acceptable and
in substantial conformance with the drawings and specifications (to the best of the
CONSULTANT'S knowledge),the CONSULTANT can provide written notice of such to
the CLIENT. Additionally, the CONSULTANT can recommend final payment to
CONTRACTOR as appropriate. Additionally, the CONSULTANT can certify that the
PROJECT was built within substantial conformance with the drawings and
specifications(to the best of the CONSULTANT's knowledge),but only if:
a. CONSULTANT has been allowed to observe construction activities, startup, and
testing which he deems appropriate.
b. CONSULTANT determines that his observations support that the construction was
carried out satisfactorily.
c. Known nonconforming construction has been satisfactorily corrected.
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I. Standards of Performance
1. CONSULTANT shall not at any time supervise, direct, control, or have authority over
any CONTRACTOR'S work, nor shall CONSULTANT have authority over or be
responsible for the means, methods, techniques, sequences, or procedures of
construction selected or used by any CONTRACTOR, or the safety precautions and
programs incident thereto, for security or safety at the Site, nor for any failure of a
CONTRACTOR to comply with Laws and Regulations applicable to that
CONTRACTOR's furnishing and performing of its work. CONSULTANT shall not be
responsible for the acts or omissions of any CONTRACTOR.
2. CONSULTANT neither guarantees the performance of any CONTRACTOR nor
assumes responsibility for any CONTRACTOR's failure to furnish and perform the
Work in accordance with the Construction Contract Documents.
3. CONSULTANT shall not be responsible for any decision made regarding the
Construction Contract Documents, or any application, interpretation, clarification, or
modification of the Construction Contract Documents, other than those made by
CONSULTANT or its Consultants.
J. Post-Construction Phase
1. Upon written authorization from CLIENT during the Post-Construction Phase,
CONSULTANT shall:
a. Together with CLIENT, visit the PROJECT site to observe any apparent defects in
the Work, make recommendations as to replacement or correction of defective
Work, if any,or the need to repair of any damage to the Site or adjacent areas,and
assist CLIENT in consultations and discussions with Contractor concerning
correction of any such defective Work and any needed repairs.
b. Together with CLIENT,visit the PROJECT site within one month before the end of
the Construction Contract's correction period to ascertain whether any portion of
the Work or the repair of any damage to the Site or adjacent areas is defective and
therefore subject to correction by Contractor.
c. The Post-Construction Phase services may commence during the Construction
Phase and, if not otherwise modified, will terminate twelve months after the
commencement of the Construction Contract's correction period.
K. Prepare Record Drawings
1. Using redline drawings, construction survey, and other information prepared by the
CONTRACTOR and the RPR,the CONSULTANT will prepare Record Drawings for the
PROJECT. After the CLIENT's review and acceptance, the CLIENT shall provide a
written approval to the CONSULTANT stating that the final Record Drawings meet all
the expectations of the CLIENT.
Task 6 - Resident Project Representative Services
A. Under this task a resident project representative (RPR) shall be provided by the
CONSULTANT to complete the only duties as follows:
1. Observe if the construction is proceeding according the Drawings and Specifications.
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2. Document the work in daily field observation reports.
3. Document weather conditions as well as the ability of the Contractor to perform the
work.
4. The Task assumes that full time observation will only be required for critical stages of
the project. Non-critical stages of construction that include activities such as clearing,
stripping, erosion and sediment control,miscellaneous grading,and seeding when only
periodic observation may be warranted.
5. The effort for this Task is based on an eight (8) hour work day, falling on Monday
through Friday. If the Contractor desires to work more than forty(40) hours per week
and/or on weekends the additional RPR effort and expenses shall be considered
additional services.
6. Utilizing the assumptions discussed above, the CONSULTANT has estimated that
approximately 1,185 RPR hours will be required. The CONSULTANT will be paid for
the actual number of RPR hours worked at an hourly fee of $135/hour, not including
reimbursable expenses. The CONSULTANT has no control over inclement weather,
the sequence,productivity,and,most importantly,the timing with which the Contractor
will complete the work,and thus the number of field observation hours may differ from
the 1,185 RPR hours estimate. The CONSULTANT will only be paid for the actual
number of RPR hours worked. A day-by-day log will be kept of RPR hours so that the
CLIENT can track the expenditure of these hours. If conditions of the Agreement or
the scope of the work defined in the Agreement between the CONTRACTOR and the
CLIENT is modified, such that the contract time is extended, then the CONSULTANT
reserves the right to negotiate an increase in the budget for this task.
7. If,through no fault of CONSULTANT,such periods of time or dates are changed,or the
orderly and continuous progress of CONSULTANT'S services is impaired, or
CONSULTANT'S services are delayed or suspended, then the time for completion of
CONSULTANT'S services, and the rates and amounts of CONSULTANT'S
compensation, shall be adjusted equitably.
Task 7 - Grant Administration Services
A. Under this task the CONSULTANT will provide monthly reimbursement/progress reports
along with invoices to the CLIENT to submit to the funding agency for reimbursement.
Progress reports shall contain descriptions of work completed by the CONSULTANT
during the previous monthly billing cycle and pay requests from the Contractor(s) when
construction commences. This agreement assumes that the CONSULTANT shall provide
up to eighteen (18) monthly reimbursement/progress reports along with invoices to the
CLIENT.
Task 8 - Additional Work Contingency
A. Under this task,the CLIENT shall pay the CONSULTANT on an hourly basis for additional
work not covered in the preceding tasks. The CONSULTANT shall only provide these
services upon receipt of written approval by the CLIENT. Items considered additional work
include:
1. Attending additional design meeting with the CLIENT if the CLIENT provides a written
request for an additional design meeting.
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2. Attending additional Pre-Bid Meeting if re-advertising and re-bidding the PROJECT is
required.
3. Attending additional Bid-Opening if re-advertising and re-bidding the PROJECT is
required.
4. Reviewing ten (10) additional shop drawing submittals if the Contractor continuously
submits incomplete or improper equipment/materials of construction for review or if
the CLIENT approves a change order that requires the review of additional sets of Shop
Drawings.
C. Additional Services
Services that are not included in Section B or are specifically excluded from this AGREEMENT shall
be considered Additional Services. The CONSULTANT will furnish or obtain from others Additional
Services if requested in writing by the CLIENT and accepted by the CONSULTANT. Additional
Services shall be paid by the CLIENT in accordance with the Fee & Expense Schedule outlined in
Exhibit II.
1 Additional Surveying services not shown in Section B
► Additional Boundary Surveying, Property Plats, Easement Documents not shown in Section B
► Additional Environmental services not shown in Section B
► Final design services not included in Section B
► Permitting services not included in Section B
► NCDOT Permitting
► Bidding services not included in Section B
1 Construction Staking
► Construction Surveying
► Construction administration and observation services not included in Section B
► Material Testing
► Geotechnical Analysis
1 Resident Project Representative Services not included in Section B
/ Grant Administration Services not included in Section B
► Providing a Hydrogeologic Study
1 Structural Engineering Subconsultant Services
D. Client Responsibilities
During the performance of the CONSULTANT's services under this AGREEMENT,the CLIENT will:
Provide clearing and access to wetlands
Provide any information needed to complete the PROJECT not specifically addressed in the
Scope of Services
Provide all available information pertinent to the PROJECT, including any GIS information,
reports, maps,drawings,and any other data relative to the PROJECT
Examine all proposals, reports, sketches, estimates and other documents presented by the
CONSULTANT and render in writing decisions pertaining thereto within a reasonable period so
as not to delay the services of the CONSULTANT
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► Give prompt written notice to the CONSULTANT whenever the CLIENT observes or otherwise
becomes aware of any defect in the PROJECT
► Pay all permit/review fees directly
Handle matters requiring an attorney at law
► Handle all matters for grant administration and reimbursement processing with the funding
agency
► Handle all matters required for bond council
Any changes to the alternatives or PROJECT requirements after CONSULTANT has begun work
may require additional fees.
E. Compensation for Services
A. Lump Sum Fee
CONSULTANT proposes to provide the Scope of Services previously outlined on a lump sum
fee basis as described in the following table plus reimbursable expenses. Compensation shall
not exceed the total estimated compensation amount unless approved in writing by CLIENT.
Task Task Name Lump Sum Fee
Number
1 Survey and SUE Services $92,500
2 Environmental Services $20,000
3 Design Phase Services $363,000
4 Bidding Phase Services $26,500
5 Construction Administration Services $62,000
Total $564,000
1. CONSULTANT may alter the distribution of compensation between individual phases
noted herein to be consistent with services rendered but shall not exceed the total Lump
Sum amount unless approved in writing by the CLIENT.
2. The Lump Sum includes compensation for CONSULTANT's services. Appropriate
amounts have been incorporated in the Lump Sum to account for labor costs,overhead,
profit, expenses (other than any expressly allowed Reimbursable Expenses), and
Consultant charges.
3. The portion of the Lump Sum amount billed for CONSULTANT's services will be based
upon CONSULTANT's estimate of the percentage of the total services completed during
the billing period. If any Reimbursable Expenses are expressly allowed, CONSULTANT
billing h
may also bill for any such Reimbursable Expenses incurred through period.
B. Hourly Fee
CONSULTANT proposes to provide the Scope of Services previously outlined on an hourly
basis with an estimated budget as described in the following table plus expenses.
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Compensation shall not exceed the total estimated compensation amount unless approved in
writing by CLIENT.
Task Number Task Name 'Hourly Fee Budget
6 Resident Project Representative Services $160,000
---- -- --------
7 Grant Administration Services $5,000
8 Additional Work Contingency $32,500
Total $197,500
'These Tasks are presented as an hourly fee with a budget due to the difficulty in
estimating the hours required to adequately perform the task(s).
1. CLIENT shall pay CONSULTANT for Basic Services by an amount equal to the cumulative
hours charged to the PROJECT by each class of CONSULTANT's personnel times
Standard Hourly Rates for each applicable billing class for all services performed on the
PROJECT, plus Reimbursable Expenses and CONSULTANT's charges, if any.
2. CONSULTANT may alter the distribution of compensation between individual phases of
the work noted herein to be consistent with services rendered but shall not exceed the
total estimated compensation amount unless approved in writing by CLIENT.
3. The Standard Hourly Rates charged by CONSULTANT constitute full and complete
compensation for CONSULTANT's services, including labor costs, overhead, and profit;
the Standard Hourly Rates do not include Reimbursable Expenses or CONSULTANT's
Consultants'charges.
4. CONSULTANT's estimate of the amounts that will become payable for specified services
are only estimates for planning purposes, are not binding on the parties,and are not the
minimum or maximum amounts payable to CONSULTANT under the Agreement.
5. When estimated compensation amounts have been stated herein and it subsequently
becomes apparent to CONSULTANT that the total compensation amount thus estimated
will be exceeded, CONSULTANT shall give CLIENT written notice thereof, allowing
CLIENT to consider its options, including suspension or termination of CONSULTANT's
services for CLIENT's convenience. Upon notice, CLIENT and CONSULTANT promptly
shall review the matter of services remaining to be performed and compensation for such
services. CLIENT shall either exercise its right to suspend or terminate CONSULTANT's
services for CLIENT's convenience,agree to such compensation exceeding said estimated
amount, or agree to a reduction in the remaining services to be rendered by
CONSULTANT, so that total compensation for such services will not exceed said
estimated amount when such services are completed. If CLIENT decides not to suspend
the CONSULTANT's services during the negotiations and CONSULTANT exceeds the
estimated amount before CLIENT and CONSULTANT have agreed to an increase in the
compensation due CONSULTANT or a reduction in the remaining services, then
CONSULTANT shall be paid for all services rendered hereunder.
C. Expenses
Expenses shall be considered reimbursable and include, but are not limited to the following:
Town of Mount Olive - Mount Olive WWTP Improvements WR Project No.02181005.02
November 22, 2019 Page 15

WithersRavenel
quo/ Our People.Your Success.
Estimated Expense
Expense Name Budget
Prints, Mileage,Shipping/Delivery,Overnight Hotel Stays, Per Diem
Ex•enses
Total $16,500
D. Fee Summary
Estimated
Fee Type Fee/Budget
Lump Sum Fee $564,000
Hourly Budget $197,500
Reimbursable Expenses Budget $16,500
Total $778,000
F. Timeline for Services
The professional services described herein shall be completed and submitted within a timeframe
mutually agreed upon between the CLIENT and CONSULTANT.
Town of Mount Olive - Mount Olive WWTP Improvements WR Project No.02181005.02
November 22,2019 Page 16

A• WithersRavenei
Our People.Your Success.
G. Acceptance
Receipt of an executed copy of this agreement will serve as the written agreement between
CONSULTANT and CLIENT for the services outlined.
Submitted by CONSULTANT: Accepted by CLIENT:
WithersRavenel, Inc. Town of Mount Olive
115 MacKenan Drive 114 East James Street
Cary, NC 27511 Mount Olive, NC 28365
Aut oGiz d Sig nature Authorized Signature
Jeffrey J.Wing, PE, LEED APCktipAt_ucji>"-R_IbQ fJ
Printed Name Printed Name
Vice President, Director- Utilities kt�� L) tyN p's t C
Title Title
[e-mail] M4'sif`a.avex• MOOKto<<
Email Address Email Address CZ re-,
919.469.3340 Q�Q — rta (
Phone Phone
PREAUDIT STATEMENT: This instrument has been preaudited in the manner required by the Local
Government Budget and Fiscal Control Act(NC G.S. 159-28(a)).
Signature of Finance Officer: �� (_.fr,G .✓
Printed Name:
Kaye H. Andeirson
Date: I I Jay 11 R
Exhibit I - Standard Terms and Conditions f
Exhibit II - Fee& Expense Schedule
Town of Mount Olive - Mount Olive WWTP Improvements WR Project No.02181005.02
November 22, 2019 Page 17

1% WithersRavenel
Our People.Your Success.
F)( HIBIT I
Standard Terms and Conditions
WithersRavenel, Inc.
The proposal submitted by WithersRavenel,INC.("CONSULTANT")is subject to the following terms and conditions(collectively referred to as
the"Agreement")and,by accepting the proposal,the services,or any part thereof,the CLIENT agrees and accepts the terms and conditions outlined below:
1. Payment: CONSULTANT shall make available to CLIENT copies of all plans and
specifications.
a) The CLIENT will pay CONSULTANT for services and expenses
in accordance with periodic invoices to CLIENT and a final 7. Change Orders: CONSULTANT will treat as a change order any
invoice upon completion of the services. Each invoice is due written or oral order(including directions,instructions,interpretations or
and payable in full upon presentation to CLIENT.Invoices are determinations)from CLIENT which request changes in the Agreement
past due after 30 days. Past due amounts are subject to or CONSULTANT's scope of work. CONSULTANT will give CLIENT
interest at a rate of one and one-half percent per month(18% written notice within ten(10)days of a Change Order of any resulting
per annum)on the outstanding balance from the date of the increase in CONSULTANT's fees.
invoice. 8. Opinion of Cost/Cost Estimates:Since the CONSULTANT has no
b) If the CLIENT fails to make payment to the CONSULTANT control over the cost of labor,materials,equipment of services furnished
within 45 days after the transmittal of an invoice, the by others,or over methods of determining prices,or over competitive
CONSULTANT may,after giving 7 days written notice to the bidding or market conditions,any and all opinions as to costs rendered
CLIENT, suspend services under this Agreement until all hereunder, including but not limited to opinions as to the costs of
amounts due hereunder are paid in full.If an invoice remains construction and materials,shall be made on the basis of its experience
its best judgmentexperienced and
as an
to the CONSULTANT and qualifications and represent
unpaid after 90 days from invoice date,
may terminate the Agreement and/or initiate legal qualified professional familiar with the construction industry; but the
proceedings to collect the fees owed, plus other reasonable CONSULTANT cannot and does not guarantee the proposals, bids or
expenses of collection including attorney's fees. actual costs and will not vary significantly from opinions of probable
costs prepared by it.If at any time the CLIENT wishes greater assurances
2. Notification of Breach or Default:The CLIENT shall provide prompt as to the amount of any costs, he shall employ an independent cost
written notice to the CONSULTANT if CLIENT becomes aware of any estimator to make such determination.
breach,error,omission or inconsistency arising out of CONSULTANT's
work or any other alleged breach of contract by the CONSULTANT.The 9. Assignment and Third Parties:Nothing under this Agreement shall
failure of CLIENT to provide such written notice within ten (10) days be construed to give any rights or benefits in this Agreement to anyone
from the time CLIENT became aware of the fault,defect,error,omission, other than the CLIENT and CONSULTANT, and all duties and
inconsistency or breach,shall constitute a waiver by CLIENT of any and responsibilities undertaken pursuant to this Agreement will be for the
all claims against the CONSULTANT arising out of such fault, defect, sole and exclusive benefit of the CLIENT and the CONSULTANT and not
error, omission, inconsistency or breach. Emails shall be considered for the benefit of any other party. Neither the CLIENT nor the
adequate written notice for purposes of this Agreement. CONSULTANT shall assign, sublet, or transfer any rights under or
interests in this Agreement without the written consent of the other
3. Standard of Care: CONSULTANT shall perform Agreement for which shall not be unreasonably withheld.However,nothing contained
CLIENT in a professional manner, using that degree of care and skill herein shall prevent or restrict the CONSULTANT from employing
ordinarily exercised by and consistent with the standards of independent subconsultants as the CONSULTANT may deem
professionals providing the same services in the same or a similar locality appropriate to assist in the performance of services hereunder.
as the project.THERE ARE NO OTHER WARRANTIES,EXPRESSED OR
IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR 10. Project Site:Should CLIENT not be owner of the project site,then
FITNESS FOR A PARTICULAR PURPOSE THAT WILL OR CAN ARISE CLIENT agrees to notify the site owner of the possibility of unavoidable
OUT OF THE SERVICES PROVIDED BY CONSULTANT OR THIS alteration and damage to the site.CLIENT further agrees to indemnify,
AGREEMENT. defend and hold CONSULTANT harmless against any claims by the
CLIENT or persons having possession of the site through the Owner
4. Waiver of Consequential Damages/Limitation of Liability:CLIENT which are related to such alteration or damage.
agrees that CONSULTANT's aggregate liability for any and all claims that
may be asserted by CLIENT is limited to$50,000 or to the fee paid to 11. Access to Site: CLIENT is responsible for providing legal and
CONSULTANT under this Agreement, whichever is greater. Both unencumbered access to site,including securing all necessary site access
CLIENT and CONSULTANT hereby waive any right to pursue claims for agreements or easements, to the extent necessary for the
consequential damages against one another,including any claims for lost CONSULTANT to carry out his services.
profits. 12. Survival:All of CLIENT's obligations and liabilities,including but not
5. Representations of CLIENT:CLIENT warrants and covenants that limited to, its indemnification obligations and limitations, and
sufficient funds are available or will be available upon receipt of CONSULTANT's rights and remedies with respect thereto,shall survive
CONSULTANT's invoice to make payment in full for the services completion of the expiration or termination of this Agreement.
rendered by CONSULTANT,and that such payments shall be made in a 13. Termination: Either party may terminate the Agreement with or
timely fashion. without cause upon ten(10) days advance written notice, if the other
b. Ownership of Instruments of Service: All reports, plans, party has not cured or taken reasonable steps to cure the breach giving
specifications, field data and notes and other documents, including all rise to termination within the ten (10) day notice period. If CLIENT
documents on electronic media, prepared by the CONSULTANT as terminates without cause or if CONSULTANT terminates for cause,
instrument of service, shall remain the property of the CONSULTANT. CLIENT will pay CONSULTANT for all costs incurred, non-cancelable
The CONSULTANT shall retain all common law, statutory and other commitments,and fees earned to the date of termination and through
rights,including the copyright thereto.In the event of termination of this demobilization, including any cancellation charges of vendors and
Agreement and upon full payment of fees owed to CONSULTANT, subcontractors,as well as demobilization costs.
WithersRavenel,Inc. Standard Terms&Conditions Page 1
Effective September 25,2017

& WithersRavenel.
mg® Our People.Your Success.
14. Severability: If any provision of this Agreement, or application 22. Hazardous Substances: CLIENT agrees to advise CONSULTANT
thereof to any person or circumstance,is found to be invalid then such upon execution of this Agreement of any hazardous substances or any
provision shall be modified if possible,to fulfill the intent of the parties condition existing in,on or near the Project Site presenting a potential
as reflected in the original provision,the remainder of this Agreement,or danger to human health, the environment or equipment. By virtue of
the application of such provision to persons or circumstances other than entering into the Agreement or of providing services, CONSULTANT
those as to which it is held invalid,shall not be affected thereby,and each does not assume control of,or responsibility for,the Project Site or the
provision of this Agreement shall be valid and enforced to the fullest person in charge of the Project Site or undertake responsibility for
extent permitted by the law. reporting to any federal,state or local public agencies,any conditions at
the project site that may present a potential danger to the public,health,
15. No Waiver:No waiver by either party of any default by the other safety or environment except where required of CONSULTANT by law.
party in the performance of any provision of this Agreement shall In the event CONSULTANT encounters hazardous or toxic substances
operate as or be construed as a waiver of any future default,whether or contamination significantly beyond that originally represented by
like or difference in character. CLIENT, CONSULTANT may suspend or terminate the Agreement.
16. Merger, Amendment: This Agreement constitutes the entire CLIENT acknowledges that CONSULTANT has no responsibility as a
Agreement between the CONSULTANT and the CLIENT and all generator,treater,storer,or disposer of hazardous or toxic substances
found or identified at a site and CLIENT agrees to defend,indemnify,and
integrated negotiations,herein.Thiwrittsn ga e oral can
betsupples enbeted and/orn the hold harmless CONSULTANT,from any claim or liability,arising out of
parties are merged This Agreement can supplemented
amended only by a written document executed by both the CONSULTANT's performance of work under the Agreement and made
CONSULTANT and the CLIENT or brought against CONSULTANT for any actual or threatened
environmental pollution or contamination except to the extent that
17. Unforeseen Occurrences: If, during the performance of services CONSULTANT has negligently caused such pollution or contamination.
hereunder, any unforeseen hazardous substance, material, element of 23. Choice of Law:The validity,interpretation,and performance of this
constituent which,or other unforeseen affect thecondions services,o occurrences and Agreement shall be governed by and construed in accordance with the
i nco oviding affects or the com esc the risk services, law of the State of North Carolina,excluding only its conflicts of laws
in providing the service, or the recommended scope of services,
CONSULTANT will promptly notify CLIENT thereof.Subsequent to that principles.
notification, CONSULTANT may: (a) if practicable, in CONSULTANT'S 24. Construction Services: If construction administration and review
sole judgment and with approval of CLIENT,complete the original scope services are requested by the CLIENT, CLIENT agrees that such
of services in accordance with the procedures originally intended in the administration, review, or interpretation of construction work or
Proposal;(b)Agree with CLIENT to modify the scope of services and the documents by CONSULTANT shall not relieve any contractor from
estimate of charges to include study of the previously unforeseen liability in regard to its duty to comply with the engineering standards for
conditions or occurrences,such revision to be in writing and signed by the Project,and shall not give rise to a claim against a contractor's failure
the parties and incorporated herein; or (c) Terminate the services to hold in accordance with the applicable plans, specifications or
effective on the date of notification pursuant to the terms of the standards.
Agreement.
25. Field Representative: If CONSULTANT provides field services or
18. Force Majeure:Should completion of any portion of the Agreement construction observation services,the presence of the CONSULTANT's
be delayed for causes beyond the control of or without the fault or field personnel will only be for the purpose of providing observation and
negligence of CONSULTANT, including force majeure, the reasonable field testing of specific aspects of the Project. Should a contractor be
time for performance shall be extended for a period at least equal to the involved in the Project, the CONSULTANT's responsibility does not
delay and the parties shall mutually agree on the terms and conditions include the supervision or direction of the actual work of any contractor,
upon which Agreement may be continued.Force majeure includes but is its employees or agents. All contractors should be so advised.
not restricted to acts of God,acts or failures of governmental authorities, Contractors should also be informed that neither the presence of the
1 acts of CLIENT's contractors or agents, fire, floods, epidemics, riots, CONSULTANT's field representative nor the observation and testing by
quarantine restrictions,strikes,civil insurrections,freight embargoes,and the CONSULTANT shall excuse contractor in any way for defects in
unusually severe weather. contractor's work. It is agreed that the CONSULTANT will not be
19. Safety: CONSULTANT is not responsible for site safety or responsible for job or site safety on the Project and that the
compliance with the Occupational Safety and Health Act of 1970 CONSULTANT does not have the right to stop the work of any
("OSHA"). Job site safety remains the sole exclusive responsibility of
contractor.
CLIENT or CLIENT's contractors, except with respect to 26. Submittals: CONSULTANT's review of shop drawings and other
CONSULTANT'S own employees.Likewise,CONSULTANT shall have no submittals is to determine conformity with the design concept only.
right to direct or stop the work of CLIENT's contractors, agents or Review of shop drawings and submittals does not include means,
employees. methods, techniques or procedures of construction, including but not
20. Dispute Resolution/Arbitration:Any claim or other dispute arising limited to,safety requirements.
out of or related to this Agreement shall be subject to Arbitration under
the Federal Arbitration Act.Such claims and disputes shall first be subject
to non-binding mediation, and if mediation is unsuccessful, shall be
subject to Arbitration in accordance with the Construction Industry
Arbitration Rules of the American Arbitration Association currently in
effect.Any demand for Arbitration shall be filed in writing with the other
party and with the American Arbitration Association.
21. Independent Contractor: In carrying out its obligations,
CONSULTANT shall be acting at all times as an independent contractor
and not an employee, agent, partner or joint venturer of CLIENT.
CONSULTANT's work does not include any supervision or direction of
the work of other contractors, their employees or agents, and
CONSULTANT'S presence shall in no way create any liability on behalf
of CONSULTANT for failure of other contractors, their employees or
agents to properly or correctly perform their work
WithersRavenel,Inc. Standard Terms&Conditions Page 2
Effective September 25,2017

410 WithersRavenel
III Our People.Your Success.
EXHIBIT II
Fee & Expense Schedule
1 i,1,.r;,r,` Description �°'Raf , Description Rate"`,.
g .i-utt t hiti3a-idi•ii, , 21/ Geomatics ~.M Environmental/Geolo_gy
Principal $ 200 Principal $ 195 Principal $ 195
Senior Technical Consultant $ 185 Senior Technical Consultant $ 180 Senior Technical Consultant $ 180
Senior Project Manager $ 170 Geomatics Senior Manager $ 170 Environmental Project Professional V $ 165
Project Manager $ 155 Geomatics Project Manager II(SR PM) $ 140 Environmental Project Professional IV $ 150
Assistant Project Manager $ 135 Geomatics Project Manager I $ 130 Environmental Project Professional III $ 135
Project Coordinator $ 95 Geomatics Project Professional II $ 135 Environmental Project Professional II $ 125
Senior Staff Professional $ 155 Geomatics Project Professional I $ 120 Environmental Project Professional I $ 115
Staff Professional IV $ 130 Geomatics CAD III $ 105 Environmental Staff Professional III $ 110
Staff Professional It $ 120 Geomatics CAD II $ 90 Environmental Staff Professional II $ 100
Staff Professional II $ 110 Geomatics CAD I $ 70 Environmental Staff Professional I $ 90
Staff Professional I $ 95 Geomatics GIS Specialist $ 115 Environmental Technician II $ 85
Senior Designer $ 135 Geomatics GIS Tech III $ 100 Environmental Technician I $ 70
Designer II $ 115 Geomatics GIS Tech II $ 85 Senior Biologist/Wetlands Scientist $ 140
Designer I $ 105 Geomatics GIS Tech I $ 70 Biologist/Wetlands Scientist III $ 120
Senior CAD Technician $ 110 Geomatics Remote Sensing Crew(2 Man) $ 250 Biologist/Wetlands Scientist II $ 110
CAD Technician II $ 95 Geomatics Remote Sensing Crew(1 Man) $ 175 Biologist/Wetlands Scientist I $ 100
CAD Technician I $ 85 Geomatics Survey Crew 111(3 Man) $ 195 Senior Hydrogeologist $ 160
Senior Land Planner $ 120 Geomatics Survey Crew 11(2 Man) $ 155 Project Geologist II(Sr.Proj.Geologist) $ 135
Land Planner II $ 110 Geomatics Survey Crew 1(1 Man) $ 130 Project Geologist I $ 115
Land Planner I $ 100 Geomatics Survey Tech IV $ 100 Staff Geologist II $ 105
Planning Technician $ 90 Geomatics Survey Tech III $ 90 Staff Geolo:st I $ 95
Senior Construction Manager $ 150 Geomatics Survey Tech II $ 65 , : `" WR-Martin,c$nsulting
Construction Manager II $ 130 Geomatics Surve Tech I $ 40 WR Martin Principal Consultant $ 160
Construction Manager I $ 120 r Administrative WR Martin Senior Project Manager II $ 130
Senior Resident Project Representative $ 110 Office Administrator III $ 95 WR Martin Senior Project Manager $ 125
Resident Project Representative II $ 100 Office Administrator II $ 90 WR Martin Project Manager II $ 110
Resident Project Re•resentative I $ 95 Office Administrator I $ 85 WR Martin Project Manager $ 100
Expenses Administrative Assistant III $ 80 WR Martin Project Consultant II $ 95
Bond Prints(Per Sheet) $1.75 Administrative Assistant II $ 70 WR Martin Project Consultant I $ 85
Mylar Prints(Per Sheet) $11.00 Administrative Assistant I $ 65
Mileage Per IRS
Delivery- Project Specific(Distance&Priority)
Subcontractor Fees(Markup) 1.15
Expenses/Reprod./Permits(Markup) 1.15
Effective January 1,2019-Schedule is subject to change
Engineers I Planners I Surveyors

STATE OF NORTH CAROLINA
COUNTY OF WAKE
AMENDMENT 1 TO
DISASTER RECOVERY GRANT AGREEMENT
WHEREAS, on November 26, 2019, a GRANT AGREEMENT ("Agreement")was executed
between the Office of State Budget and Management("AGENCY"), and the Town of Mount
Olive (RECIPIENT). The grant agreement number is 224-J, and OSBM funding reference
number is 23014-2317-7110;
WHEREAS,the above entities constitute the"PARTIES" and originally agreed to execute the
agreement for the purpose of supporting various disaster recovery activities and projects;
WHEREAS, the RECIPIENT may incur unforeseen cash flow management challenges related to
project reimbursement costs that may create disruption and operational challenges to the
RECIPIENT's governmental fund accounts;
WHEREAS,the original grant agreement,pursuant to Section II. Paragraph B, on Page 4,
concerning the disbursement of payments requires funds to be disbursed through a
reimbursement process. This section further allows exceptions to be approved by the AGENCY
on a case by case basis;
WHEREAS, Section XV on Page 9 of the Grant Agreement permits amendments and
modifications to be approved by both the AGENCY and the RECIPIENT; and
NOW THEREFORE, pursuant to Section XV, the PARTIES with good and valuable
consideration exchanged, mutually agree the following amendments to the Grant Agreement:
1. MODIFICATIONS TO DISBURSEMENT PROCEDURES:
Section II, Paragraph B,found on Page 4,of the Grant Agreement is stricken in its entirety and
replaced as follows:
B. After the initial up-front payment,all remaining funds shall be disbursed either through
a periodic reimbursement process or through a revised disbursement process as
described in this section.
1. Expense Reimbursements: The RECIPIENT shall email and send the AGENCY a
completed Status Report & Reimbursement Request Form (see Attachment C)
requesting reimbursement and attach supporting documentation of the expenses
paid during the period that substantiate the expenses incurred by RECIPIENT. The
AGENCY shallprovide the RECIPIENT with reimbursement payments of actual
PY
expenditures paid during the reporting period for the requested reimbursement.
Page 1 of 4

Supporting documentation may include, but is not limited to, receipts, paid
invoices, cancelled checks, payroll register records, contracts and subgrant
agreements that verify expenses were consistent with the Grant Agreement
purpose, scope and related rules.
2. ReaI Property Acquisition and Purchases: In order to ease cash flow challenges of
the RECIPIENT, the RECIPIENT agrees to forward and share purchase offers,
contracts to purchase real estate, and any other documents related to the real estate
acquisition including any survey, appraisal, floodplain mapping or information,
environmental report, and related pertinent property information by the seller that
was considered by RECIPIENT. To the extent practicable, RECIPIENT shall
submit the above-referenced materials as soon as possible and during any due
diligence period the RECIPIENT and sellers may have agreed so that the AGENCY
can review the proposed transactions and approve funding for real property
acquisitions. It is understood by RECIPIENT and AGENCY that, once any
transaction is approved by AGENCY, the AGENCY may disburse Grant funds to
the RECIPIENTS' designated closing attorney's trust account for the proposed real
property acquisition. The AGENCY reserves the right to conduct a separate
appraisal or secure additional information at the AGENCY's expense prior to
approving the disbursement of Grant funds for RECIPIENT'S proposed real
property acquisition. -
•
The RECIPIENT and AGENCY agree to work together in establishing schedules
for each real property acquisition to allow both PARTIES reasonable opportunities
to review each proposed real property acquisition and to avoid any delays in
• approving the acquisitions and/or closing the acquisitions.
After review and approval of any real property acquisition requests,AGENCY and
RECIPIENT agree that Grant funds may be disbursed directly from AGENCY
financial accounts to RECIPIENT closing attorney's trust accounts. For each
property acquisition disbursement by the AGENCY to a closing attorney trust
account,the AGENCY may provide or require written approval of the disbursement
transactions by the RECIPIENT confirming their acceptance of the payment and
resulting decrease in grant award unobligated balances. Because of trust account
funds verification requirements, the RECIPIENT acknowledges it will need to
provide adequate advance review time to the AGENCY to review and approve
property acquisition disbursements to RECIPIENT designated closing attorney
trust accounts. RECIPIENT'S closing attorney shall provide at least two business
days before any closing copy of the proposed settlement statement and deed into
RECIPIENT. After closing, RECIPIENT'S closing attorney must provide copy of •
the recording information for the deed into the RECIPIENT and fully executed
settlement statement signed by all parties to the transactions within three business
days of the closing.
3. Periodic Grant Installment Disbursements: In order to ease'cash flow challenges
of the RECIPIENT, the RECIPIENT may periodically invoice the AGENCY for
Page2of4

lump sum installments that will support RECIPIENT efforts associated with
disaster recovery projects. These individual installment invoices shall not exceed
$300,000.00 in value or the residual unobligated balance of the grant award,
whichever is less. These installment funds may be utilized to pay for operating
costs, federal or other state grant match or cost sharing, capital or construction
projects(not including real property acquisition), and related purposes approved in
the grant agreement Scope of Work Attachment A.
These installment receipts or proceeds may not be used by the RECIPIENT for real
property acquisition payments and transactions, which shall instead utilize the
payment process described in Section B.2. above.
Before the RECIPIENT requests subsequent lump sum installments from the
AGENCY, it agrees to provide adequate documentation and reporting information
to the AGENCY so that it can verify the uses of previous installment proceeds
comply with the original grant agreement terms and approved Scope of Work
described in Attachment A.
4. Agency Direct Payments to Vendors: In order to ease cash flow challenges of the
RECIPIENT,the RECIPIENT may request that the AGENCY release payments to
vendors who provide goods or services to the RECIPIENT as authorized by the
AGREEMENT. The AGENCY will review and approve these requests on a case
by case basis. RECIPIENT direct vendor payment requests may be declined
because of procurement, legal, pricing and related concerns. If RECIPIENT
requests are denied, the AGENCY shall provide constructive technical assistance
to address the concerns. Payroll and employment compensation related payments
are the sole responsibility of the RECIPIENT and shall not be directly paid by the
AGENCY.
5. Exceptions to the foregoing payment process may be approved by the AGENCY
on a case by case basis.
Page 3 of 4

2. OTHER ORIGINAL GRANT TERMS AND CONDITIONS:
All other terms and conditions of the Grant Agreement shall remain in effect.
3. APPROVED AMENDMENT EXECUTION BY DULY AUTHORIZED
PRINCIPALS:
IN WITNESS WHEREOF, the AGENCY and RECIPIENT, have executed this
Agreement Amendment in duplicate originals, one of which is retained by each of
the Parties.
NC OFFICE OF STATE BUDGET TOWN OF MOUNT OLIVE
&MANAGEMENT
BY: BY:
.1\,J v. eif 4 ()\
Nets C. Roseland
Deputy State Budget Director
04/07/2020
DATE DATE
Page 4 of 4

STATE OF NORTH CAROLINA
COUNTY OF WAKE
AMENDMENT 2 TO
DISASTER RECOVERY GRANT AGREEMENT
WHEREAS, on November 26,2019, a GRANT AGREEMENT("Agreement") was executed
between the Office of State Budget and Management("AGENCY"),and the Town of Mount
Olive(RECIPIENT). The grant agreement number is 224-J,and OSBM funding reference
number is 23014-2317-7110;
WHEREAS,the above entities constitute the"PARTIES"and originally agreed to execute the
agreement for the purpose of supporting various disaster recovery activities and projects;
WHEREAS,the RECIPIENT has completed the design and engineering for the repair,
renovation, and expansion of its waste treatment plant, but it is unlikely that construction of the
project will be completed after procurement of a contractor before the expiration of grant on June
30,2021 (RECIPIENT's designer projects 50 to 64%completion of project by the grant's
expiration);
WHEREAS,pursuant to N.C.G.S. 143C-1-2(B)and Section 3.1.(b)(4)of Session Law 2019-224,
the AGENCY may at its discretion extend grant period ending dates upon receipt of valid
documentation of encumbered funds by the RECIPIENT;
WHEREAS,the original grant agreement,pursuant to Section II.Paragraph B,on Page 4,
concerning the disbursement of payments requires funds to be disbursed through a
reimbursement process. This section further allows exceptions to be approved by the AGENCY
on a case by case basis;
WHEREAS, Section XV on Page 9 of the Grant Agreement permits amendments and
modifications to be approved by both the AGENCY and the RECIPIENT; and
NOW THEREFORE,pursuant to Section XV,the PARTIES with good and valuable
consideration exchanged, mutually agree the following amendments to the Grant Agreement:
1. MODIFICATIONS TO DISBURSEMENT PROCEDURES.
Section II,Paragraph B is amended to add section B. 6. as follows:
6. Encumbered Funds: If by May 1,2021,the RECIPIENT has encumbered grant funds,
the RECIPIENT may continue to request grant funds disbursements in accordance
with Section II.B to support the grant scope or work or construction process until
either January 31,2022 or all grant funds have been disbursed,whichever occurs first.
In order to receive approval by the AGENCY to extend the disbursement period the
RECIPIENT shall provide copies of fully executed vendor contracts,agreements,
purchase orders and other documentation requested by the AGENCY to demonstrate
Page 1 of 2

that the remaining available grant funds have been encumbered or obligated no later
than May 31, 2021.
2. MODIFICATIONS TO FINANCIAL REPORTING PROCEDURES. Section III
Grant Compliance and Financial Reporting is amended to add the following language:
If funds are disbursed in accordance with Section II,Paragraph B. 6. above,the
RECIPIENT shall continue to submit monthly reports on the use of grant funds by the
25th day of the month following the end of the month until all grant funds are expended.
The reports shall be provided in the format of the revised Status Report&
Reimbursement Request Form (Attachment A), shall include evidence that the
RECIPIENT has paid reported expenses to its vendors and subgrantees and shall
otherwise be consistent with the requirements of Section III,Paragraphs A. B. and C.
3. MODIFICATIONS TO GRANT CLOSEOUT PROCESS. Section XVI. Grant
Closeout Process is amended to add the following language:
If funds are disbursed in accordance with Section II, Paragraph B. 6. above,the final
report is due within ninety (90)days after the final expenditure date.
4. OTHER ORIGINAL GRANT TERMS AND CONDITIONS. All other terms and
conditions of the Grant Agreement shall remain in effect.
5. APPROVED AMENDMENT EXECUTION BY DULY AUTHORIZED
PRINCIPALS:
IN WITNESS WHEREOF,the AGENCY and RECIPIENT, have executed this
Agreement Amendment in duplicate originals,one of which is retained by each of the
Parties.
NC OFFICE OF STATE BUDGET TOWN OF MOUNT OLIVE
& MANAGEMENT
BY:
BY: f t
R o� rmei:M TOGA MQwa
Nets C. Roseland {Authorizing official name and title}
Deputy State Budget Director
DATE 10/14/2020 DATE � 00. �
Page 2 of 2

STATE OF NORTH CAROLINA
COUNTY OF WAKE
AMENDMENT 3 TO
DISASTER RECOVERY GRANT AGREEMENT
WHEREAS, on November 26, 2019, a GRANT AGREEMENT ("Agreement")was executed
between the Office of State Budget and Management("AGENCY"), and the Town of Mount Olive
(RECIPIENT). The grant agreement number is 224-J, and OSBM funding reference number is
23014-2317-7110. The Grant Agreement was amended on April 7, 2020 (Amendment 1) and
October 14, 2020 (Amendment 2). The Grant Agreement and its Amendments are amended as
follows:
1. Section II.B.2 of Amendment 1 is deleted because none of the scopes of work in the Grant
Agreement require any Real Property Acquisition and Purchases.
2. The deadline to encumber funds in Amendment 2 (Section II.B.6) is extended from May 1,
2021 to June 30, 2021. The June 30, 2021 deadline to encumber funds shall also be
automatically extended or eliminated if the General Assembly amends Session Law 2019-
224 to: extend the fund reversion date of June 30, 2021 to another date and that date will
become the date the RECIPIENT must encumber all remaining directed grant funds; or
General Assembly makes the directed grant funds non-reverting thereby by eliminating the
deadline for the RECIPIENT to encumber the remaining grant balance.
3. Section II.B.6 of Amendment is amended to require the RECIPIENT to provide
documentation that the remaining directed grant funds have been encumbered (i.e.,notice
of contract award, fully executed contracts executed purchase order(s), and
RECIPIENT's Commissioners meeting minutes reflecting approval of all the
contract(s)/purchase order(s)) by June 30, 2021, unless that deadline is extended by the
General Assembly as referenced in paragraph 2 above.
All other terms and conditions of the Grant Agreement,Amendment 1 and Amendment 2 shall
remain in effect.
IN WITNESS WHEREOF,the AGENCY and RECIPIENT, have executed this Agreement
Amendment in duplicate originals, one of which is retained by each of the Parties.
NC OFFICE OF STATE BUDGET TOWN OF MOUNT OLIVE
&MANAGEMENT
BY:
RY:
Nels C. Roseland { thorizing official name and title}
Deputy State Budget Director Tow wVC-
DATE April 29, 2021 DATE
Page 1 of 1

Attachment H
Existing NPDES and Non-Discharge Permits

ROY COOPER r;.-m J. ,
Governor
.r ,_,
MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
December 17, 2019
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,North Carolina 28365
Subject: Final NPDES Permit Renewal
1 Permit NC0020575
Mount Olive WWTP
Wayne County
Grade III Biological WPCS
SIC Code 4952
Dear Mr. Brown:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly,we are forwarding the attached NPDES permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007
(or as subsequently amended).
No significant changes were made to the draft permit sent to you on August 19, 2019.
The final permit maintains the following significant changes identified in the letter sent on
August 19, 2019:
• As part of a limited data set, effluent sampling data for Copper and Bis(2-ethylhexyl)
phthalate showed reasonable potential to violate Water Quality Standards. Therefore,
quarterly effluent monitoring for Copper and Bis (2-ethylhexyl)phthalate have been
added to the permit [See A. (1.)].
• Effluent sampling data for Zinc shows a predicted maximum effluent discharge
concentration to be greater than 50% of the allowable concentration, therefore, quarterly
effluent monitoring for Zinc has been added to the permit. Similarly, effluent sampling
data for Total Chromium shows the maximum reported effluent concentration to be greater
than 50% but less than the Chromium VI allowable discharge concentration, so quarterly
effluent monitoring for Total Chromium has been added to the permit [See A. (1.)].
• Effluent quarterly monitoring for Total Hardness has been added to the permit as required
by the implementation guidance for the new dissolved metal standards [See A. (1.)].
D.--
_� �� North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11617 Mall Service Center I Raleigh,North Carolina 27699 1617
w '� Zt� /'i 919.707.9000

• Limits for ammonia-nitrogen have been reduced based on North Carolina's
implementation of EPA's ammonia-nitrogen criteria in developing toxicity-based NH3-N
allocations protective of North Carolina streams [See A. (1.)].
• Some of the wording has changed in Special Condition A. (2.), Chronic Toxicity Permit
Limit; please review each paragraph carefully.
• Special Condition A. (4.) has been modified to include the specific three years in which
the Effluent Pollutant Scan shall be performed (2022, 2023, 2024). In addition, at the end
of the Special Condition, 2°d Species Toxicity Testing Requirements for municipal permit
renewals per Federal Regulations [40 CFR 122.21 (j)(5)] have been added.
• Federal regulations require electronic submittal of all discharge monitoring reports
(DMRs) and program reports.The requirement to continue reporting discharge monitoring
data electronically using the NC DWR's Electronic Discharge Monitoring Report(eDMR)
internet application has been added to your NPDES permit[See Special Condition A. (6.)].
• Parameter codes have been added to the Effluent Limitations and Monitoring Requirements
[See A. (1.)].
• Regulatory citations have been added to the permit.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such demand is made,this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Resources or any other Federal, State, or Local governmental regulations.
If you have any questions concerning this permit,please contact Cassidy Kurtz at(919)707-3613
or via email at [e-mail].
Sincerely,
tea:
inda Culpepper,Director
10—Division of Water Resources,NCDEQ
Hardcopy: NPDES Files
Central Files
Ecopy: US EPA Region 4
DWR/Washington Regional Office/Water Quality
DWR/Ecosystems Branch/Mark Vander Borgh
DWR/Aquatic Toxicology Branch/Hannah Headrick
Town of Mount Olive/Town Manager/Charles Brown
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, ot
her lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission,and the Federal Water Pollution Control Act, as amended, the
Town of Mount Olive
is hereby authorized to discharge municipal wastewater from a facility located at the
Mount Olive Wastewater Treatment Plant
408 Wilkins Farm Road
Mount Olive,North Carolina
Wayne County
to receiving waters designated as the Northeast Cape Fear River in the Cape Fear River Basin in
accordance with effluent limitations,monitoring requirements, and other conditions set forth in Parts I,
II, III, and IV hereof.
The permit shall become effective February 1,2020.
This permit and the authorization to discharge shall expire at midnight on January 31, 2025.
Signed this day December 17,2019.
a Culpepper, D re
ision of Water Resources
By Authority of the Environmental Management Commission

Permit NC0020575
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of
this permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the
exclusive authority to operate and discharge from this facility arises under the permit conditions,requirements,
terms,and provisions included herein.
The Town of Mount Olive is hereby authorized to:
1. Continue to operate a 2.0 MGD wastewater treatment facility consisting of the following
components:
• Influent pump station with two 750 gpm, two 1750 gpm, and one 2500 gpm pumps
■ Mechanical and manual bar screens
• Vortex grit removal and grit classifier
• Parshall Flume
• Equalization basin
• Oxidation/anoxic ditch system
• Two 65-foot diameter clarifiers
• Traveling bridge filter system
• UV disinfection
• Post aeration facilities
• Sludge digestor
• RAS/WAS pump facilities
■ Backup generator
This facilit
y is located at the Town of Mount Olive Wastewater Treatment Plant, 408 Wilkins Farm
Road, Mount Olive, Wayne Co
unty.
ount .
Y
2. The wastewater treatment plant shall only discharge the permitted 1.0 MGD discharge limit allowed
under this permit. Additional treated wastewater will be disposed of pursuant to the terms of
recycled water permit WQ0029169.
3. Discharge from said treatment works at the location specified on the attached map into the Northeast
Cape Fear River, a Class C-Swamp stream in the Cape Fear River Basin.
Page 2 of 10

Permit NC0020575
PART I
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (1.0 MGD)
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.] Grade III Biological Water Pollution
Control System [15A NCAC 08G .0302]
Beginning on the effective date of this permit and lasting until expiration, the permittee is authorized to
discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored by the
permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
PARAMETER CHARACTERISTICS
Parameter Code Monthly Weekly Daily Measurement Sample Sample
Average Average Maximum Frequency Type Location 8
Flow 50050 1,0 MGD Continuous Recording Influent or Effluent
BOD,5-day,20°C Summer 2 Influent and
C0310 5.0 mg/L 7.5 mg/L 3/Week Composite
(April 1 —October 31) Effluent
BOD,5 day,20°C Winter 2 C0310 10.0 mg/L 15,0 mg/L 3/Week Composite Influent and
(November 1 —March 31) Effluent
Total Suspended Solids C0530 30,0 mg/L 45.0 mg!L 3/Week Composite Influent and
(TSS)2 Effluent
Ammonia[NH3 as NJ C0610 1,0 mg/L 3.0 mglL 3/Week Composite Effluent
(April 1 -October 31)
Ammonia[NH3 as NI C0610 2.0 mg/L 6,0 mg/L 3/Week Composite Effluent
(November 1 -March 31)
Total Residual Chlorine 50060 17.0 pg/L 3/Week Grab Effluent
[TRC]3
Fecal Coliform 31616 200/100 mL 400/100 mL 3/Week Grab Effluent
[geometric mean]
pH 00400 Between 6.0 and 9,0 standard units 3/Week Grab Effluent
Dissolved Oxygen[DO] 00300 Daily average not less than 6.0 mg/L 3/Week Grab Effluent
Temperature(`C) 00010 Daily Grab Effluent
Total Nitrogen 4(mglL) C0600 Monthly Composite Effluent
Total Phosphorus(mglL) C0665 Monthly Composite Effluent
Chronic Toxicity 5 TGP3B Quarterly Composite Effluent t
Effluent Pollutant Scan NC01 See Footnote 6 Effluent
Total Chromium(mglL) 01034 Quarterly Composite Effluent
Total Copper(mg/L) 01042 Quarterly Composite Effluent
Bis(2 ethylhexyl)phthalate 39100 Quarterly Composite Effluent
(pg/L)
Total Zinc(pglL) 01092 Quarterly Composite Effluent
Total Hardness[as CaCO3] 00900 Quarterly Composite Effluent
(mg/L)7
Page 3 of 10

Permit NC0020575
Notes:
1. Submit discharge monitoring reports electronically using the NC DWR's eDMR application system. See
section A. (6.).
2. The monthly average effluent BODs and TSS concentrations shall not exceed 15 %of respective influent
value(i.e., 85%removal is required).
3. Effluent monitoring and limitation only apply if chlorine or a chlorine derivative is added to the waste stream
during treatment. The Division shall consider all effluent TRC values reported below 50 µg/L to be in
compliance with the permit.However,the permittee shall continue to record and submit all values reported by
a North Carolina certified laboratory(including field certified), even if these values fall below 50 µg/L.
4. For a given wastewater sample,TN=TKN+NO3-N+NO2-N,where TN is total nitrogen,TKN is total Kjeldahl
Nitrogen, and NO3-N and NO2-N are nitrate and nitrite nitrogen,respectively.
5. Chronic Toxicity P/F(Ceriodaphnia)@ 90%, March,June, September,December[see A. (2.)].
6. The permittee shall perform three Effluent Pollutant Scans during the term of this permit [see A. (4.)].
7. Effluent Total Hardness sampling should be performed in conjunction with sampling for hardness dependent
metals (cadmium,copper,lead,nickel,silver,and zinc).
8. See A. (3.) for instream monitoring requirements.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4of10

Permit NC0020575
• A. (2.) CHRONIC TOXICITY P/F PERMIT LIMIT (QUARTERLY) [15A NCAC 02B.0200]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 90% at 1.0 MGD flow regime.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
March, June, September and December. These months signify the first month of each three-month
toxicity testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during
representative effluent discharge and shall be performed at the NPDES permitted final effluent discharge
below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple-concentration testing shall be performed at a minimum, in
each of the two following months as described in"North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised-December 2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWR Form AT-
3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh,NC 27699-1621
Or,results can be sent to the email: ATForms.ATB@a,ncdenr.gov.
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine
is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of"No Flow" in the comment area of the form. The report shall be submitted to the
Water Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,monitoring
will be required during the following month. Assessment of toxicity compliance is based on the toxicity
testing quarter, which is the three-month time interval that begins on the first day of the month in which
toxicity testing is required by this permit and continues until the final day of the third month.
Page 5 of 10

Permit NC0020575
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Resources indicate potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later than
the last day of the month following the month of the initial monitoring.
A. (3.) INSTREAM MONITORING REQUIREMENTS [15A NCAC 02B .0500 et seq.]
Upstream samples shall be collected at least 50 feet from the outfall. Downstream samples shall be
collected at SR 1937 and at Highway 403.
Effluent
Characteristics Measurement Frequency. Sample Type
Dissolved Oxygen, mg/L June-September 3/wee Grab
October-May 1/week
Temperature,�C June-September 3/week Grab
October-May 1/week
June-September 3/week
BOD,mglL October-May 1/week Grab
June-September 3/week
NH3 N,rng1L October-May 1/week Grab
June-September 3/week
Fecal Califon, #/100mL October-May 1/week Grab
All instream monitoring requirements are provisionally waived for the period of time that the permittee
is a participating member of the Lower Cape Fear River Program (LCFRP). All instream monitoring
requirements will become effective immediately upon cessation of membership in the LCFRP by the
permittee.
A. (4.)EFFLUENT POLLUTANT SCAN(Municipal POTWs) [G.S. 143-215.1(b)]
The permittee shall perform a total of three(3) Effluent Pollutant Scans for all parameters listed below. One
scan must be performed in each of the following years: 2022, 2023, and 2024. Analytical methods shall be
in accordance with 40 CFR Part 136 and shall be sufficiently sensitive to determine whether parameters are
present in concentrations greater than applicable standards and criteria. Samples should be collected with one
quarterly toxicity test each year,and must represent seasonal variation[i.e.,do not sample in the same quarter
every year]. Unless otherwise indicated, metals shall be analyzed as"total recoverable."
Ammonia(as N) C0610 Trans-1,2-dichloroethylene 34546 Bis(2-chloroethyl)ether 34273
Chlorine(total residual,TRC) 50060 1,1-dichloroethylene 34501 Bis(2-chloroisopropyl)ether 34283
Dissolved oxygen 00300 1,2-dichloropropane C0541 Bis(2-ethylhexyi)phthalate CO100
Nitrate/Nitrite 00630 1,3-dichloropropylene 77163 4-bromophenyl phenyl"ether 34636
Kjeldahl nitrogen 00625 Ethylbenzene 34371 Butyl benzyl phthalate 34292
Oil and grease 00556 Methyl bromide 34413 2-chloronaphthalene 34581
Phosphorus C0665 Methyl chloride 34418 4-chlorophenyl phenyl ether 34641
Page 6 of 10

Permit NC0020575
, Total dissolved solids 70295 Methylene chloride 34423 Chrysene 34320
Hardness 00900 1,1,2,2-tetrachloroethane 81549 Di-n-butyl phthalate 39110
Antimony 01097 Tetrachloroethylene 34475 Di-n-octyl phthalate 34596
Arsenic 01002 Toluene 34010 Dibenzo(a,h)anthracene 34556
Beryllium 01012 1,1,1-trichloroethane 34506 1,2-dichlorobenzene 34536
Cadmium 01027 1,1,2-trichloroethane 34511 1,3-dichlorobenzene 34566
Chromium C0034 Trichloroethylene 39180 1,4-dichlorobenzene 34571
Copper 01042 Vinyl chloride 39175 3,3-dichlorobenzidine 34631
Lead 01051 Acid-extractable compounds: Diethyl phthalate 34336
Mercury(Method 1631E) COMER P-chloro-m-cresol 34452 Dimethyl phthalate 34341
Nickel 01067 2-chlorophenol 34586 2,4-dinitrotoluene 34611
Selenium 01147 2,4-dichlorophenol 34601 2,6-dinitrotoluene C0626
Silver 01077 2,4-dimethylphenol 34606 1,2-diphenylhydrazine 34346
Thallium 01059 4,6-dinitro-o-cresol 34657 Fluoranthene C0376
Zinc 01092 2,4-dinitrophenol 34616 Fluorene 34381
Cyanide 00720 2-nitrophenol 34591 Hexachlorobenzene C0700
Total phenolic compounds 32730 4-nitrophenol 34646 Hexachlorobutadiene C0702
Volatile organic compounds: Pentachlorophenol 39032 Hexachlorocyclo-pentadiene 34386
Acrolein 34210 Phenol 34694 Hexachloroethane 34396
Acrylonitrile 34215 2,4,6-trichlorophenol 34621 Indeno(1,2,3-cd)pyrene 34403
Benzene 34030 Base-neutral compounds: Isophorone 34408
Bromoform 32104 Acenaphthene 34205 Naphthalene 34696
Carbon tetrachloride 32102 Acenaphthylene 34200 Nitrobenzene 34447
Chlorobenzene 34301 Anthracene CO220 N-nitrosodi-n-propylamine 34428
Chlorodibromomethane 34306 Benzidine 39120 N-nitrosodimethylamine 34438
Chloroethane 85811 Benzo(a)anthracene C0526 N-nitrosodiphenylamine 34433
2-chloroethyl vinyl ether 34576 Benzo(a)pyrene 34247 Phenanthrene 34461
Chloroform 32106 3,4 benzofluoranthene 34230 Pyrene 34469
Dichlorobromomethane 32101 Benzo(ghi)perylene 34521 1,2,4-trichlorobenzene C0551
1,1-dichloroethane 34496 Benzo(k)fluoranthene 34242
1,2-dichloroethane 32103 Bis(2-chloroethoxy)methane 34278
Reporting. Test results shall be reported electronically using the Division's eDMR system or on DWR
Form DMR-PPA-1(or on a form approved by the Director)by December 31 St of each designated
sampling year. The Permittee must at least report completion of the test in the eDMR system by
entering"1"or"Y" for parameter code NC01 - Annual Pollutant Scan. If utilizing the DWR Form
submit to the following address:
NC DEQ/DWR/NPDES Files, 1617 Mail Service Center, Raleigh,North Carolina 27699-1617.
Or the form may be uploaded at: https://edocs.deq.nc.gov/Forms/NPDES WW-EDMR-Supplemental-
Fonn
Additional Toxicity Testing Requirements for Municipal Permit Renewal. Please note that
Municipal facilities that are subject to the Effluent Pollutant Scan requirements listed above are also
subject to additional toxicity testing requirements specified in Federal Regulation 40 CFR 122.21(j)(5).
The US EPA requires four(4)toxicity tests for a test organism other than the test species currently
required in this permit. The multiple species tests should be conducted either quarterly for a 12-month
period prior to submittal of the permit renewal application, or four tests performed at least annually in
the four- and one-half-year period prior to the application. These tests shall be performed for acute or
Page 7 of 10

Permit NC0020575
chronic toxicity, whichever is specified in this permit. The multiple species toxicity test results shall be
filed with the Aquatic Toxicology Branch at the following address:
North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Contact the Division's Aquatic Toxicology Branch at 919-743-8401 for guidance on conducting the
additional toxicity tests and reporting requirements. Results should also be summarized in Part E
(Toxicity Testing Data) of EPA Municipal Application Form 2A, when submittingthe permit renewal
p
application to the NPDES Permitting Unit.
A. (5.) OPERATION OF EXPANDED FACILITES
The Mount Olive WWTP has a design capacity of 2.0 MGD after construction and upgrade operations.
However,per the terms of this NPDES permit, the facility's limit for flow discharged to the Northeast
Cape Fear River shall remain 1.0 MGD. Volumes of treated wastewater greater than 1.0 MGD
shall be
treated and disposed of in accordance with the terms of Non-Discharge permit WQ0029169.
A. (6.)ELECTRONIC REPORTING OF MONITORING REPORTS [G.S. 143-215.1(b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program
reports. The final NPDES Electronic Reporting Rule was adopted and became effective on December 21,
2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit(Standard Conditions for NPDES Permits):
• Section B.(1 I.) Signatory Requirements
•
Sectio
n D. (2.) Reporting
• Section D.(6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)l
The permittee shall report discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross-Media Electronic Reporting Regulation
(CROMERR), permittees will be required to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission byprinting,
signing,and submittingone signed original and a p g'
g g� gcopy of the computer printed eDMR to the following
address:
Page 8 of 10

Permit NC0020575
NC DEQ/Division of Water Resources/Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms(MR 1, 1.1,2,3)or alternative
forms approved by the Director. Duplicate signed copies shall be submitted to the mailing address
above. See"How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Startingon December 21, 2020, the permittee must electronicallyreport the following compliance
liance
monitoring data and reports,when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act(CWA)Section 316(b)Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9),the permittee must identify the initial recipient at the time of
each electronic submission. The permittee should use the EPA's website resources to identify the
initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity
(EPA or the state authorized by EPA to implement the NPDES program) that is the designated entity
for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for each
type of electronic submission and for each state. Instructions on how to access and use the appropriate
electronic reporting tool will be available as well. Information on EPA's NPDES Electronic Reporting
Rule is found at:
https://www.federalregister.gov/documents/2015/10/22/2015-24954/national-pollutant-discharge-
el imination-system-npdes-electronic-reporting-rule
Electronic submissions must start by the dates listed in the"Reporting Requirements"section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver,a permittee must first submit an electronic reporting waiver request to the
Page 9 of 10

Permit NC00205775
Division. Requests for temporary electronic reporting waivers must be submitted in writing to the
Division for written approval at least sixty (60) days prior to the date the facility would be required
under this permit to begin submitting monitoring data and reports. The duration of a temporary waiver
shall not exceed 5 years and shall thereupon expire. At such time, monitoring data and reports shall
be submitted electronically to the Division unless the permittee re-applies for and is granted a new
temporary electronic reporting waiver by the Division. Approved electronic reporting waivers are not
transferrable. Only permittees with an approved reporting waiver request may submit monitoring data
and reports on paper to the Division for the period that the approved reporting waiver request is
effective.
Information on eDMR and the application for a temporary electronic reporting waiver are found on
the following web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B. (11.)kb) and Supersedes Section B. (11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a)or by a duly authorized representative of that person as described in Part II, Section
B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting
purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following
web page:
http://deq.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering the information, the
information submitted is, to the best of my knowledge and belief true, accurate, and complete. I am
aware that there are significant penalties for submitting false information, including the possibility of
fines and imprisonment for knowing violations."
5. Records Retention [Supplements Section D. (6.)1
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report.
This period may be extended by request of the Director at any time [40 CFR 122.41].
Page 10 of 10

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SCALE 1:24000
Receiving Stream:Northeast Cape Fear River North

NPDES Permit Standard Conditions
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PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Sectio
n A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days.These samples shall be representative of
the wastewater discharged during the sample period.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act(CWA),as amended,33 USC 1251,et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform,the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system,which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However,for purposes of this permit,any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June,July through September,and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period.The
Director may designate the most appropriate method(specific number and size of aliquots necessary,the time interval
between grab samples, etc.)on a case-by-case basis. Samples may be collected manually or automatically.Composite
samples may be obtained by the following methods:
(1) Continuous:a single,continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume:a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection,or
(3) Variable time/constant volume:a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer,and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system,or
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(4) Constant time/constant volume:a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent.The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time<24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
> Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours;there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling.For pollutants measured in units of mass,the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement,the
"daily discharge"is calculated as the average measurement of the pollutant over the day.(40 CFR 122.2;see also
"Composite Sample,"above.)
Daily Maximum
The highest"daily discharge"during the calendar
month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit.Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s),that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or"the Division"
The Division of Water Resources,Department of Environmental Quality.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit.Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N=the number of individual values. For purposes of
calculating the geometric mean,values of"0"(or"<[detection level]")shall be considered= 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes.Grab samples can be
collected manually. Grab samples must be representative of the discharge(or the receiving stream,for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance.To the extent practical,instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average(concentration limit)
The arithmetic mean of all"daily discharges" of a pollutant measured during the calendar month.In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average(concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property,damage to the treatment facilities which causes them to become inoperable,or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass.Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1)of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements.An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities,inadequate treatment facilities,lack of preventive
maintenance,or careless or improper operation.
Weekly Average(concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
Section B. General Conditions
I. Duty to Comply
The Permittee must comply with all conditions of this permit.Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action;for permit termination,revocation and reissuance,or
modification;or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a)of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d)of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal,even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301,302,306, 307,308,318 or 405 of the Act,or
any permit condition or limitation implementing any such sections in a permit issued under section 402,or any
requirement imposed in a pretreatment program approved under sections 402(a)(3)or 402(b)(8)of the Act,is
subject to a civil penalty not to exceed$37,500 per day for each violation. [33 USC 1319(d)and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301,302,306,307,308,318,or 405 of
the Act,or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act,or any requirement imposed in a pretreatment program approved under section 402(a)(3)or
402(b)(8)of the Act,is subject to criminal penalties of$2,500 to$25,000 per day of violation,or
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imprisonment of not more than 1 year,or both. In the case of a second or subsequent conviction for a negligent
violation,a person shall be subject to criminal penalties of not more than$50,000 per day of violation,or by
imprisonment of not more than 2 years,or both. [33 USC 1319(c)(1)and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections,or such conditions or limitations is subject to criminal
penalties of$5,000 to$50,000 per day of violation,or imprisonment for not more than 3 years,or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than$100,000 per day of violation,or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2)and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301,302,303,306,307,308,318 or 405 of the Act,or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall,upon conviction,be subject to a fine of not more than$250,000 or imprisonment of not more than
15 years,or both. In the case of a second or subsequent conviction for a knowing endangerment violation,a
person shall be subject to a fine of not more than$500,000 or by imprisonment of not more than 30 years, or
both. An organization,as defined in section 309(c)(3)(B)(iii)of the CWA,shall,upon conviction of violating
the imminent danger provision, be subject to a fine of not more than$1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law,a civil penalty of not more than$25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms,conditions,or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301,302,
306,307,308,318 or 405 of this Act,or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed$16,000 per violation,with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed$16,000 per day for each day during which the
violation continues,with the maximum amount of any Class II penalty not to exceed$177,500. [33 USC
1319(g)(2)and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment[40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing"(Part Il.C.4), "Upsets"(Part Il.C.5)and "Power Failures"
(Part Il.C.7),nothing in this permit shall be construed to relieve the Permittee from any responsibilities,liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act,33 USC
1319.Furthermore,the Permittee is responsible for consequential damages,such as fish kills,even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities,liabilities,or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq.or Section 3 1 1 of the Federal Act,33 USG 1321.Furthermore,the Permittee is responsible for
consequential damages,such as fish kills,even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property,or any exclusive
privileges,nor does it authorize any injury to private property or any invasion of personal rights,nor any
infringement of Federal,State or Iocal laws or regulations[40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities
a hies or the undertakingof anywork innavigable
any na igable waters.
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7. Severability
The provisions of this permit are severable.If any provision of this permit,or the application of any provision of
this permit to any circumstances,is held invalid,the application of such provision to other circumstances,and the
remainder of this permit,shall not be affected thereby[NCGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority,within a reasonable time,any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying,revoking and reissuing,or
terminating this permit or to determine compliance with this permit.The Permittee shall also furnish to the Permit
Issuing Authority upon request,copies of records required by this permit[40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit,the
Permittee must apply for and obtain a new permit[40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date,the Permittee shall submit such information,forms,and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director.(The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration,or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration,will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,a responsible
corporate officer means: (a)a president,secretary,treasurer or vice president of the corporation in charge
of a principal business function,or any other person who performs similar policy or decision making
functions for the corporation,or(b)the manager of one or more manufacturing,production,or operating
facilities,provided,the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations,and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations;the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,respectively;or
(3) For a municipality,State,Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a.above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity,such as the position of plant manager,operator of a well or well field,
superintendent,a position of equivalent responsibility,or an individual or position having overall
responsibility for environmental matters for the company.(A duly authorized representative may thus be
either a named individual or any individual occupying a named position.);and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph(b)of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility,a new authorization
satisfying the requirements of paragraph(b)of this section must be submitted to the Director prior to or
together with any reports, information,or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b.of this section shall make the following
certification[40 CFR 122.22].NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"I cent , under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief true, accurate, and complete.I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit maybe modified, revoked and reissued,or terminated
for cause.The filing of a request by the
Permittee for a permit modification,revocation and reissuance,or termination,or a notification of planned changes
or anticipated noncompliance does not stay any permit condition[40 CFR 122.41(f)].
13. Permit Modification,Revocation and Reissuance,or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit,or terminating the permit as allowed by the laws,rules,and regulations
contained in Title 40,Code of Federal Regulations,Parts 122 and 123;Title ISA of the North Carolina
Administrative Code, Subchapter 02H.0100;and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division.Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
I. Certified Operator
Owners of classified water
pollution
controls sterns must designate
y operators,certified by the Water Pollution
Control System Operators Certification Commission(WPCSOCC),of the appropriate type and grade for the
system,and,for each classification must[T15A NCAC 08G.0201]:
a. designate one Operator In Responsible Charge(ORC)who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge(Back-up ORCs)who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system,with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year;and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems)countersigned by the designated certified
operators,designating the Operator in Responsible Charge(ORC)and the Back-up Operator in Responsible
Charge(Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system;or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge(ORC)and Back-up Operator in Responsible Charge(Back-up ORC)
of the proper type and grade;or
➢ a vacancy in the position of Operator in Responsible Charge(ORC)or Back-up Operator in
Responsible Charge(Back-up ORC).
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•
(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least five days per week,excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 1 5A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances)which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures.This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit[40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility,and all documentation required thereof,whether acting as a contract operator[subcontractor]or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit[40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations[40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded,but
only if it also is for essential maintenance to assure efficient operation.These bypasses are not subject to the
provisions of Paragraphs b.and c.of this section.
b. Notice[40 CFR 122.41(m)(3)]
(1) Anticipated bypass.If the Permittee knows in advance of the need for a bypass,it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass.The Permittee shall submit notice of an unanticipated bypass as required in Part
11.E.6.(24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass,unless:
(A) Bypass was unavoidable to prevent loss of life,personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass,such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime.This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance;and
(C) The Permittee submitted notices as required under Paragraph b.of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass,after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1)of this section.
5. Upsets
a. Effect of an upset[40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b.of
this condition are met.No determination made during administrative review of claims that noncompliance was
caused by upset,and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset:Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate,through properly signed,contemporaneous operating logs,or other relevant
evidence that:
(1)An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2)The Permittee facility was at the time being properly operated;and
(3)The Permittee submitted notice of the upset as required in Part II.E.6.(b)of this permit.
(4)The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof[40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids,sludges, filter backwash,or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission.The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503,Standards for the Use and Disposal of Sewage Sludge;40 CFR
Part 258,Criteria For Municipal Solid Waste Landfills; and
15A
NCAC Subchapter Ater 2T, Waste Not Discharged To
Surface Waters.The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards(as required by 15A NCAC 02H.0124)to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources,standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
1. Representative Sampling
Samples collected and measurements taken,as required herein,shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents.All samples shall be taken at the monitoring points specified in this
permit and,unless otherwise specified,before the effluent joins or is diluted by any other wastestream,body of
water,or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority[40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s)shall be summarized for each month and reported on a
monthly Discharge Monitoring Report(DMR)Form(MR 1, 1.1,2,3)or alternative forms approved by the
Director,postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility,on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein,shall be submitted to the following address:
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NC DEQ/ Division of Water Resources/Water Quality Permitting Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges.The
devices shalt be installed,calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device.Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10%from the true discharge rates throughout the range of expected discharge
volumes.Flow measurement devices shall be 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 Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow monitored by pump logs,or pump hour meters as specified in Part 1 of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section(919 733-3908)or visit https://deq.nc.gov/about/divisions/water-resources/water-
resources-data/water-sciences-home-page/laboratory-certification-branch for information regarding laboratory
certifications.
Facilities whose personnel are conducting testing of field-certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations(published pursuant to NCGS
143-215.63 et.seq.),the Water and Air Quality Reporting Acts,and to regulations published pursuant to Section
304(g),33 USC 1314,of the CWA(as amended),and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136,unless otherwise specified in 40 CFR 503,unless other test procedures have been
specified in this permit[40 C . 122.41].
To meet the intent of the motoring required by this permit,all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements,then the most
sensitive(method with the lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies,tampers with,or knowingly renders inaccurate,any monitoring
device or method required to be maintained under this permit shall,upon conviction,be punished by a fine of not
more than$10,000 per violation,or by imprisonment for not more than two years per violation,or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than$20,000 per day of violation,or by imprisonment of not more than 4 years,
or both[40 CFR 122.411.
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities,which shall be retained for a period of at least five years(or longer as required by 40 CFR
503),the Permittee shall retain records of all monitoring information,including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
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These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application.This period may be extended by request of the Director at any time[40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit,the Permittee shall record the
following information [40 CFR 122.41]:
a. The date,exact place,and time of sampling or measurements;
b. The individual(s)who performed the sampling or measurements;
c. The date(s)analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director,or an authorized representative(including an authorized contractor acting as
a representative of the Director),upon the presentation of credentials and other documents as may be required by
law,to;
a. Enter,at reasonable times,upon the Permittee's premises where a regulated facility or activity is located or
conducted,or where records must be kept under the conditions of this permit;
b. Have access to and copy,at reasonable times,any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities,equipment(including monitoring and control equipment),practices,
or operations regulated or required under this permit;and
d. Sample or monitor at reasonable times,for the purposes of assuring permit compliance or as otherwise
authorized by the CWA,any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility[40 CFR 122.41(1)].Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b);or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged.This notification applies to pollutants subject neither to effluent limitations in the permit,nor to
notification requirements under 40 CFR 122.42(a)(I);or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit,including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)1
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61.The Director may condition approval in accordance with NCGS 143-215.1,in
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particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit,or
a minor modification,to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61]or state statute.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)1.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.D.2)or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge,the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment.Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances.A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances.The written submission
shall contain a description of the noncompliance,and its cause;the period of noncompliance,including exact
dates and times,and if the noncompliance has not been corrected,the anticipated time it is expected to
continue; and steps taken or planned to reduce,eliminate,and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at(800) 858-0368 or(919)733-3300.
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6.of this permit at the
time monitoring reports are submitted.The reports shall contain the information listed in Part II.E.6.of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application,or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information[40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
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 water pollution control facility which results in the discharge 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.
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 a pumping station,sewer line,or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.Also see reporting requirements for municipalities in Part IV.C.2.c.of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2)or Section 308 of the Federal Act,33
USC 1318,all reports prepared in accordance with the terms shall be available for public inspection at the offices
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of the Division.As required by the Act, effluent data shall not be considered confidential.Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2)or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement,representation,or certification in
any record or other document submitted or required to be maintained under this permit,including monitoring
reports or reports of compliance or noncompliance shall,upon conviction,be punished by a fine of not more than
$25,000 per violation,or by imprisonment for not more than two years per violation,or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee(NCGS 143-215.1C).The report shall summarize the
performance of the collection or treatment system,as well as the extent to which the facility was compliant with
applicable Federal or State laws,regulations and rules pertaining to water quality.The report shall be provided no
later than sixty days after the end of the calendar or fiscal year,depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DEQ/Division of Water Resources/Water Quality Permitting Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's treatment
capacity,nor change the treatment process(es)utilized at the treatment plant unless(I)the Division has issued an
Authorization to Construct(AtC)permit or(2)the Permittee is exempted from such AtC permit requirements
under Item b.of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394],no permit shall be required to enter into a contract for the
construction, installation,or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat,equalize,neutralize,stabilize,recycle,or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above,the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director,conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe(40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge,on a routine or frequent basis,of
any toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter(100 µg/L);
(2) Two hundred micrograms per liter(200 µg/L)for acrolein and acrylonitrile;five hundred micrograms per liter
(500 µg/L)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol;and one milligram per Iiter(1 mg/L)for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge,on a non-routine or infrequent
basis,of a toxic pollutant which is not limited in the permit,if that discharge will exceed the highest of the
following"notification levels";
(1) Five hundred micrograms per liter(500 µg/L);
(2) One milligram per liter(1 mg/L)for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit.The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State.This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit,the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non-domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b),(c)or(d)of the CWA. [40 CFR 403.3 (i)and(j)and 15A NCAC 02H.0903(b)(I 1)]
Interference
Inhibition or disruption of the POTW treatment processes;operations;or its sludge process,use,or disposal which
causes or contributes to a violation of any requirement of the Permittee's(or any satellite POTW's if different from the
Permittee)NPDES,collection system,or non-discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes,regulations,or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which,alone or with
discharges from other sources,causes a violation,including an increase in the magnitude or duration of a violation,of
the Permittee's(or any satellite POTW's,if different from the Permittee)NPDES,collection system, or non-discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works(POTW)
A treatment works as defined by Section 212 of the CWA,which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage,treatment,recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system,as defined in I5A NCAC 2T
.0402,only if it conveys wastewater to a POTW treatment plant.The term also means the local government
organization,or municipality,as defined in section 502(4)of the CWA,which has jurisdiction over indirect discharges
to and the discharges from such a treatment works.In this context,the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges.This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or"SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that[15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW(excluding sanitary,
noncontact cooling and boiler blowdown wastewaters);or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non-discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context,organic capacity refers to BOD,TSS
and ammonia;or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471;or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement,or the POTW's effluent
limitations and conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement,the POTW's effluent limitations and
conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options,and thus is not a
Significant Industrial User(SIU);or
6. Subject to approval under 15A NCAC 02H .0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2)and thus is a
non-significant categorical Industrial User.
Section B. Publicly Owned Treatment Works(POTWs)
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All POTWs must provide adequate notice to the Director of the following[40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger,regardless of the means of
transport,which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph,adequate notice shall include information on(1)the quality and quantity of effluent
introduced into the POTW,and(2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit.Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants,this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(l)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including,but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW,but in no case discharges with pH lower
than 5.0,unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants(BOD,etc.)released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference,but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C(104°F)
unless the Division,upon request of the POTW,approves alternate temperature limits;
(6) Petroleum oil,non-biodegradable cutting oil,or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors,or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants,except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW,including slug loads and other
unusual discharges,which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances.A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances.The written submission shall contain a description of the discharge;the
investigation into possible sources;the period of the discharge, including exact dates and times; if the
discharge has not ceased,the anticipated time it is expected to continue;and steps taken or planned to reduce,
eliminate,and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit,it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards(40 CFR, Part 403)to ensure compliance by
the Permittee with all applicable effluent limitations.Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User(IU)discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b)of the Act as amended(which includes categorical standards and
specific local limits,best management practices and narrative requirements).Prior to accepting wastewater from
any Significant Industrial User(SIU),the Permittee shall either develop and submit to the Division a new
Pretreatment Program or,as necessary, a modification of an existing Pretreatment Program,for approval as
required under section D below as well as 15A NCAC 02H .0907(a)and(b). [40 CFR I22.44(j)(2)]
5. This permit shall be modified,or alternatively,revoked and reissued,to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 b 8 of the CWA and implementing r
q OO regulations orthe requirements
P g gby q is of the
approved State pretreatment program,as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307(b)and(c)and 402(b)(8)of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14)and implementing regulations 15A NCAC 02H.0900,and in accordance
with the approved pretreatment program,all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.44(j)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8)of the CWA,40
CFR 403, 15A NCAC 02H .0900,and the legal authorities,policies,procedures,and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof.Such operation shall include but is
not limited to the implementation of the following conditions and requirements.Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H.0903 and 40 CFR 403.3.
1. Sewer Use Ordinance(SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32),.0905 and.0906(b)(I);40 CFR 403.8(f)(1)and 403.9(b)(1) and(2)]
2. Industrial Waste Survey(IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant,as required by 40 CFR 403.$(f)(2)(i-iii)and 15A NCAC 02H .0905 [also 40 CFR 122.44(j)(I)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs,the
IWS for the Permittee shall address all satellite POTW services areas,unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program.The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years,and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c.of this Part. [15A NCAC 02H .0903(b)(13), .0905 and.0906(b)(2);40 CFR 403.8(0(2)and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division-approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis(HWA)for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs(as required by Parts II.D and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3)and.0905]
4. Headworks Analysis(HWA)and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years,and as required by the
Division. Within 180 days of the effective date of this permit(or any subsequent permit modification)the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits(i.e.,an
updated HWA or documentation of why one is not needed) [40 CFR 122.44].The Permittee shall develop,in
accordance with 40 CFR 403.5(c)and I5A NCAC 02H.0909,specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a)and(b)and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5,local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905,and
.0906(b)(4)]
5. Industrial User Pretreatment Permits(IUP)&Allocation Tables
In accordance with NCGS 143-215.1,the Permittee shall issue to all Significant Industrial Users,permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works.These
permits shall contain limitations,sampling protocols,reporting requirements,appropriate standard and special
conditions,and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements.The
Permittee shall maintain a current Allocation Table(AT)which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916,and.0917;40 CFR 403.5,403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct(AtC)
The Permittee shall ensure that an Authorization to Construct permit(AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC,the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit(IUP)limitations. [15A NCAC 02H .0906(b)(7)and.0905;NCGS 143-
215.1(a)(8)]
7. POTW Inspection&Monitoring of their lUs
The Permittee shall conduct inspection,surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e);40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users(SlUs)at least once per calendar year;
b. Sample all Significant Industrial Users(SIUs)at least once per calendar year for all SIU permit-limited
parameters including flow except as allowed under 15A NCAC .0908(e);and
c. At least once per year,document an evaluation of any non-significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2),and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division-approved pretreatment program,the industry's pretreatment permit,or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5)and.0905;40 CFR 403.8(f)(I)(v)and(2)(iii);40 CFR
122.44(j)(2)and 40 CFR 403.12]
9. Enforcement Response Plan(ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b)and(c)of the CWA(40 CFR 405 et. seq.),prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909,specific local limitations,and other pretreatment
requirements. All remedies,enforcement actions and other, shall be consistent with the Enforcement Response
Plan(ERP)approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8)and .0905;40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports(PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under I5A NCAC 02H .0904(b)may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs,the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR)describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 11/09/2011.2

NPDES Permit Standard Conditions
Page 18 of 18
NC DEQ/Division of Water Resources/Water Quality Permitting Section
Pretreatment, Emergency Response,and Collection Systems(PERCS)Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken,or proposed,by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on forms or in a format provided by the Division;
c. Significant Non-Compliance Report(SNCR)
A list of Industrial Users(IUs) in significant noncompliance(SNC)with pretreatment requirements,and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms(IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users(SIUs).These
analytical results must be reported on Industrial Data Summary Forms(IDSF)or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table,new or modified enforcement compliance schedules,public notice of
IUs in SNC,a summary of data or other information related to significant noncompliance determinations for
[Us that are not considered SIUs,and any other information, upon request,which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users([Us)that were in significant noncompliance(SNC)
as defined in the Permittee's Division-approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period.This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5)and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results,along with
support information including general records,water quality records,and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [I5A
NCAC 02H .0908(f);40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9)and(10)and.0905;40 CFR 403.8(f)(3),403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users(SIUs),and Monitoring Plan modifications,shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Varcinn 11/!IQ/2fl f 1 9
L

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
February 28, 2015
CHARLES BROWN—TOWN MANAGER
TOWN OF MT.OLIVE
P.O.BOX 939
MT.OLIVE,NORTH CAROLINA 28365-0939
Subject: Permit No. WQ0029169
Town of Mt.Olive Reclamation
Non-Conjunctive Reclaimed Water Generation,Distribution
and Utilization System
Wayne County
Dear Mr. Brown:
In accordance with your permit renewal request received July 15, 2014, and subsequent
additional information received December 1, 2014, we are forwarding herewith Permit No. WQ0029169
dated February 28, 2015, to the Town of Mt. Olive for the continued operation of the subject reclaimed
water generation and non-conjunctive reclaimed water utilization facilities.
The Town of Mount Olive has applied for a Special Order by Consent (SOC) with the
Environmental Management Commission, EMC SOC WQ S14-003. The Town of Mount Olive shall
comply with the terms and conditions of this SOC, and non-compliance may result in revocation of this
permit.
Your permit's format has been updated to be consistent with the most current reclaimed water
permit template, and rule references have been updated pursuant to the new 15A NCAC 02U rules that
became effective July 18,2011.
This permit shall be effective from February 28,2015 until January 31, 2020,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 for they may differ from the previous permit issuance.
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
reporting forms are available for download at: http://portal.ncdenr.org/web/wq/aps/last/reporting.
Please note the following permit conditions are new since the last permit issuance:
1. Condition II.8: Location of reclaimed water lines relative to water lines.
2. Condition 1I.9: Location of reclaimed water lines relative to sewer lines.
3. Condition II.11:Compliance boundary and sale of property
4. Condition II.12:No well construction within compliance boundary.
5. Condition 11.13: Compliance boundary and other land owner.
6. Condition 1I1.2: Operation and maintenance(O&M)plan requirement.
7. Condition I1I.4:Operator on call 24 hours per day.
8. Condition II1.6: Ponding prevention.
9. Condition 1I1.8: Testing of irrigation equipment every permit cycle.
Non-Discharge Permitting Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet htto://oortal.nadenr.om/web/wq
An Equal Opportunity 1 Affirmative Action Employer—Made in pan with recycled paper

Mr.Charles Brown
Town of Mt.Olive
February 28,2015
Page 3 of 3
10. Condition III.10: Secondary power generation equipment required.
11. Condition 111.11: Public access to generation and storage facilities prohibited.
12. Condition 111.14: Lagoons to have freeboard of at least two feet.
13. Condition 111.15:Gauge to monitor lagoon water levels.
14. Condition 1I1.16: Vegetative cover on earthen embankments.
15. Condition 111.17: In case of wastewater treatment plant upset, all effluent diverted to 5.4 MG
upset lagoon.
16. Condition 111.18: Public education program concerning reclaimed water.
17. Condition 1I1.19:Notification to employees not to drink reclaimed water.
18. Condition 1V.2: Certified lab to be used.
19. Condition IV.5: Reclaimed water tracking.
20. Condition IV.6: Accuracy of freeboard record entries.
21. Condition IV.7: Residuals record keeping.
22. Condition IV.8.e: Maintenance log to keep record of releases of reclaimed water to surface
waters
23. Condition I V.11: Annual report of wastewater treatment plant performance.
24. Condition IV.12: Monitoring well sampling on GW-59.
25. Condition IV.13: Wording of noncompliance section substantially changed from previous
permit.
26. Condition V.7: Permit to be maintained until facility closed.
27. Condition V.8:Permit subject to revocation on six month notice.
28. Condition V.9: Expansion not possible without a variance if Permittee exhibits certain
behavior.
29. Appendix A: Flow reduced from 660,500 GPD to 560,893 GPD.
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 filed 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.
If you need additional information concerning this matter,please contact Troy Doby at(919)807-6336 or
[e-mail].
Sincerely,
S.Jay Zimmerman,Acting Director
Division of Water Resources
cc: Wayne County Health Department[[e-mail]] (Electronic Copy)
Washington,NC Regional Office,Water Quality Regional Operations Section
Beth Buffington,Public Water Supply Section—Protection and Enforcement Branch(Electronic
Copy)
Central Files
Digital Permit Archive(Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
NON-CONJUNCTIVE RECLAIMED WATER GENERATION,DISTRIBUTION AND
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
Town of Mt. Olive
Wayne County
FOR THE
continued operation of a 560,893 gallon per day(gpd)reclaimed water generation system consisting of:
a reclaimed water pump station with two(2) 1,750 gallon per minute (gpm), 40 horsepower(hp)transfer
pumps and three(3)350-gpm,25 hp drip irrigation pumps, an in-line automatic backwash strainer,a lined
5.4 MG reclaimed water upset lagoon, a 28.1 MG irrigation storage lagoon, and a drip irrigation system
covering 145.5 acres grouped into twelve (12) fields, using 20 mm pressure-compensating drip tubing
rated at 0.52 gallons per hour (gph) per emitter, with emitters spaced on 2-foot centers, with the drip
tubing spaced approximately on 10-foot centers, associated header piping, lateral piping and
appurtenances with a vegetative cover of grass and/or trees at the Town of Mount Olive WWTP; and all
associated piping,valves and appurtenances;
to serve the Town of Mt.Olive, with no discharge of wastes to surface waters, pursuant to the application
received July 15, 2014, and subsequent additional information received by the Division of Water
Resources, 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 February 28, 2015 until January 31, 2020, and shall be subject to the
following specified conditions and limitations:
SCHEDULES
1. 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 renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate.Please note Rule 15A
NCAC 02T.0105(d)requires an updated site map to be submitted with the permit renewal
application. [15A NCAC 02U .0106,02U.0109]
WQ0029169 Version 2.0 Shell Version 140707 Page 1 of 10

II. PERFORMANCE STANDARDS
1. The subject reclaimed water facilities shall be effectively maintained and operated at all times so
there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance,or failure of the utilization areas to adequately
assimilate the reclaimed water, the Permittee shall take immediate corrective actions including
Division required actions, such as the construction of additional or replacement reclaimed water
generation and utilization facilities. [G.S. 143-215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility. [15A NCAC 02B .0200,02L.0100]
3. All wells 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
jurisdictional laws and regulations pertaining to well construction. [15A NCAC 02C .0108]
4. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U.0300]
5. Application rates shall not exceed those specified in Attachment B. [15A NCAC 02U .0401(g), 02U
.0402(m)]
6. The following shall be requirements for the reclaimed water facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate, such
warning shall inform the public or employees to avoid contact with reclaimed 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: RECLAIMED 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 reclaimed water pipelines in a visible
manner, fastened at least every 10 feet to each pipe length and run continuously the entire
length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system, but shall be incorporated within
10 feet of crossing any potable water supply line or sanitary sewer line.
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. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non-
potable quality.As an alternative to the use of locked vaults with standard hose bib services,other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non-potable water.
[15A NCAC 02U .0403]
WQ0029169 Version 2.0 Shell Version 140707 Page 2 of 10

7. No direct cross-connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406.
[15A NCAC 02U.0403(f)]
8. Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches
below any water line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U .0403(h)]
9. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer line where practicable. Where these separation distances cannot be met, the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[I5A NCAC 02U.0403(j)]
10. The compliance and review boundaries 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. [15A NCAC 02H .0219(k)(1)(C)(i)(III)]
1 1. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L .0107(c)]
12. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells,shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g).
13. Except as provided for in 15A NCAC 02L .0107(g),the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Wayne CountyRegister of Deeds an easement runningwith the land containingthe followingitems:
g
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary;and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L .0107(f)]
14. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows(all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells: 100
b. The setbacks for treatment units shall be as follows(all distances in feet):
i. Any property line: 50
c. The setbacks for final effluent storage units shall be as follows(all distances in feet):
i. Any property line 50
[15A NCAC 02U.0701]
WQ0029169 Version 2.0 Shell Version 140707 Page 3 of 10

III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The reclaimed water generation and utilization 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 reclaimed water or partially treated effluent resulting from the operation
of this facility. [15A NCAC 02T.0108(b)(1)]
2. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02U
.0801,which at a minimum shall include the following:
a. Description of the system in sufficient detail to show what operations are necessary for the
system to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the
Permittee's control;
c. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment;and
e. Spill control provisions including response to upsets and bypasses including control,containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
[15A NCAC 02U .0801]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non-discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or
more certified operator(s)as back-up ORC(s). The ORC or one of his certified operators must be on
site when the fields are being irrigated. The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02U.0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC)of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U .0401(e),02U.0402(i)]
5. A suitable year round vegetative cover shall be maintained on irrigation sites at all times, such that
crop health is optimized, allows for even distribution of reclaimed water, and allows inspection of
the irrigation system. [15A NCAC 02T.0108(b)(1)]
6. Adequate measures shall be taken to prevent reclaimed water ponding in or running off of the
irrigation sites. [15A NCAC 02T.0108(b)(1)]
7. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T.0108(b)(1)]
8. All reclaimed water irrigation equipment shall be tested and calibrated at least once per permit cycle.
Calibration records shall be maintained at the facility for a period of no less than five years,and shall
be made available to the Division upon request. [15A NCAC 02T.0108(b)(1)]
9. Only reclaimed water generated at Town of Mt. Olive Wastewater Treatment Plant (Permit No.
WQ0029169)shall be utilized in accordance with this permit. [G.S. 143-215.1]
10. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and 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. [15A NCAC 02U .0402(h)]
WQ0029169 Version 2.0 Shell Version 140707 Page 4 of 10

facilities and all existing storage ponds shall be
11. Public access to the reclaimed water generation c es xt g g
prohibited. [15A NCAC 02U .0402(f)]
12. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U.0501]
13. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T.0108(b)(I)]
14. Freeboard in the 5.4 MG reclaimed water upset lagoon and the 28.1 MG irrigation storage lagoon
shall not be less than two feet at any time. [15A NCAC 02T.0108(b)(1)]
15. A gauge to monitor reclaimed water levels in the 5.4 MG reclaimed water upset lagoon and the 28.1
MG irrigation storage lagoon shall be provided. This gauge shall have readily visible permanent
markings at inch or tenth of a foot increments. [15A NCAC 02T.0108(b)(1)]
16. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
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 dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. [15A
NCAC 02T.0108(b)(1)]
17. All effluent shall be routed to the 5.4 MG reclaimed water upset lagoon should the limit for fecal
coliform (e.g., daily maximum concentration of 25 colonies per 100 mL) or turbidity (e.g.,
instantaneous maximum of 10 NTU)be exceeded,until the problems associated with the wastewater
treatment plant have been corrected. The wastewater in the 5.4 MG reclaimed water upset lagoon
shall be pumped back to the treatment plant headworks for re-treatment or treated in the 5.4 MG
reclaimed water upset lagoon prior to utilization. [15A NCAC 02U .0402(e)]
18. The Permittee shall develop and implement an education program to inform users (including
employees) about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be
maintained consistent with the reclaimed water uses. All educational materials shall be made
available to the Division upon request. [15A NCAC 02U .0501(a)(4)]
19. In accordance with 15A NCAC 02U .0501, the Pennittee shall provide notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended for
drinking. Such notification shall be provided to employees in a language they can understand. [15A
NCAC 02U .0501]
20. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02U.0802. [15A NCAC 02T.1100,02U .0802]
WQ0029169 Version 2.0 Shell Version 140707 Page 5 of 10

IV. MONITORING AND REPORTING REQUIRMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed. [15A NCAC 02T.0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the reclaimed water generating 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 to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow; accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum,documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration,and
c. Percent from true flow.
[15A NCAC 02T.0105(k)]
4. The Permittee shall monitor the reclaimed water from the generating facility at the frequencies and
locations for the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water utilized.
Records shall be maintained for a minimum of five years. At a minimum,these records shall include
the following information for each utilization site listed in Attachment B:
a. Date of reclaimed water utilization;
b. Site irrigated;
c. Length of time site is irrigated;
d. Continuous weekly,monthly,and year-to-date hydraulic(inches/acre)loadings;
e. Weather conditions;and
f. Maintenance of cover crops.
[15A NCAC 02T.0108(c)]
6. Freeboard(i.e.,reclaimed water level to the lowest embankment elevation) in the 5.4 MG reclaimed
water upset lagoon and 28.1 MG irrigation storage lagoon shall be measured to the nearest inch or
tenth of a foot,and recorded weekly. Weekly freeboard records shall be maintained at the facility for
a period of no less than five years,and shall be made available to the Division upon request. [15A
NCAC 02T .0108(c)]
7. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years, and shall be made available to the
Division upon request. At a minimum,this record shall include:
a. Name of the residuals hauler;
WQ0029169 Version 2.0 Shell Version 140707 Page 6 of 10

b. Non-Discharge permit number authorizing the residuals disposal,or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled;and
d. Volume of residuals removed.
[15A NCAC 02T .0108(c)]
8. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years,and shall be made available to the Division upon request. At a
minimum,this log shall include:
a. Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date and results of power interruption testing on alternate power supply;
d. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance,cross connection control,testing, inspections and cleanings,etc.;and
e. Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence,estimated volume of release,cause,and corrective action taken.
[15A NCAC 02T.0108(b)(1)]
9. Three copies of all effluent monitoring data and reclaimed water distribution data(as specified in
Conditions IV.3.,IV.4.,IV.5.and IV.6.)shall be submitted on Form NDMR for each PPI listed in
Attachment A. Reporting forms shall be submitted on or before the last day of the following month.
If no reclaimed water distribution activities occurred during the monitoring month,monitoring reports
documenting the absence of the activity are still required to be submitted. All effluent monitoring
data shall be submitted to the following address: Division of Water Resources,Information
Processing Unit, 1617 Mail Service Center,Raleigh,North Carolina,27699-1617. [15A NCAC 02T
.0105(1)]
10. Three copies of all operation and utilization records(as specified in Conditions IV.7 and IV.10)shall
be submitted on Form NDAR-1 for every non-conjunctive utilization site listed in Attachment B.
(Note: conjunctive use sites do not require NDAR-1 submission). Reporting forms shall be submitted
on or before the last day of the following month. If no reclaimed water utilization activities occurred
during the month,monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address: Division of Water Resources,Information
Processing Unit, 1617 Mail Service Center,Raleigh,North Carolina,27699-1617. [15A NCAC 02T
.0105(1)]
11. Pursuant to§ 143-215.1 C.,the Permittee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the wastewater treatment and utilization
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. This report shall be prepared on either
a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the calendar
or fiscal year. Two copies of the annual report provided to the Permittee's users shall be submitted
to: Division of Water Resources, Water Quality Permitting Section, 1636 Mail Service Center,
Raleigh,North Carolina 27699-1636. [15A NCAC 02U .1401(f)]
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form(GW-59), along with attached copies of laboratory analyses,on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form(GW-
59)shall include this permit number,the appropriate well identification number,and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address: Division of Water Resources, Information Processing Unit, 1617
Mail Service Center,Raleigh,North Carolina,27699-1617. [15A NCAC 02T.0105(m)]
WQ0029169 Version 2.0 Shell Version 140707 Page 7 of 10

13. Noncompliance Notification:
The Permittee shall report by telephone to the Washington,NC 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 facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic, including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any
unpermitted release of reclaimed water to land surface greater than or equal to 5,000 gallons.
Unpermitted releases less than 5,000 gallons to land surface shall be documented by the Permittee
in accordance with Condition IV.12 but do not require Regional Office notification.
d. Any failure, due to known or unknown reasons, that renders the reclaimed water distribution
line(s) incapable of adequately transporting the reclaimed water (e.g., mechanical or electrical
failures,line blockages or breaks,etc.);
e. Any time self-monitoring indicates the facilities permitted herein have gone out of compliance
with the limitations contained in this permit.
f. Ponding in or runoff from the reclaimed water utilization sites.
Any emergency requiring immediate reporting(e.g.,discharges to surface waters, imminent failure of
a storage structure, etc.)outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
[15A NCAC 02T.0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
reclaimed water generation,distribution lines,and utilization facilities. [15A NCAC 02T.0108(b)]
2. The Permittee or their designee shall inspect the reclaimed water generation, distribution lines, and
utilization facilities to prevent malfunction, facility deterioration and operator errors resulting in
discharges, which may cause the release of wastes to the environment, a threat to human health or a
public nuisance. The Permittee shall maintain an inspection log that includes,at a minimum,the date
and time of inspection, observations made, and any maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of the
inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property,premises or place on or related to the reclaimed water generation,distribution lines,and
utilization facilities permitted herein at any reasonable time for the purpose of determining
compliance with this permit; may inspect or copy any records required to be maintained under the
terms and conditions of this permit, and may collect groundwater, surface water or leachate samples.
[G.S. 143-215.1]
WQ0029169 Version 2.0 Shell Version 140707 Page 8 of 10

VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T.0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n). [G.S. 142-215.1]
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 jurisdictional government agencies
(e.g., local, state, and federal). 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; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H .0100, and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes. [15A NCAC 02T.0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a written
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein. [15A NCAC 02T.0108(b)(1)]
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 pursuant to 15A NCAC
02T.0105(j). [15A NCAC 02T.0105(j)]
8. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T
.0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T.0120(b). [15A
NCAC 02T.0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T.0105(e)(3). [15A NCAC 02T.0105(e)(3)]
11. This permit in no way negates, precludes, or invalidates the most recent reissuance of NPDES Permit
No.NC0020575, and the Permittee shall continue to comply with all conditions provided for therein.
[G.S. 142-215.1]
WQ0029169 Version 2.0 Shell Version 140707 Page 9 of 10

Permit issued this the 28th day of February, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S.Jay Zimmerman,Acting Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029169
WQ0029169 Version 2.0 Shell Version 140707 Page 10 of 10

1
ATTACHMENT A- LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0029169 Version: 2.0
PPI 001 -Reclaimed Water Generation System Effluent
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
PCS Units of Monthly Daily Measurement Sample
Code Parameter Description Measure Average Monthly Geometric Mean Minimum Daily Maximum Frequency Type
50050 Flow, Reclaimed Water Distributed gal/day 560.893 Continuous Recording
00310 BOD5(20°C) mg/I 10 15 Daily' Composite
00530 Total Suspended Solids(TSS) mg/I 5 10 Daily Composite
31616 Fecal Coliform(44.5°C) /100 nil 14 25 Daily Grab
00610 Ammonia(as N) mg/1 4 6 Daily Composite
00620 Nitrate(as N) mg/1 Daily Composite
00625 Total Kjeldahl Nitrogen(TKN) mg/1 Daily Composite
00600 Total Nitrogen mg/1 Daily Composite
00940 Chloride(as CI) mg/1 Daily Composite
00400 pH Daily Grab
00076 Turbidity NTU 10 Continuous Recording
1. Daily means weekday non-holidays.
WQ0029169 Version 2.0 Attachment A Page 1 of 2

1
THIS PAGE BLANK

ATTACHMENT B-APPROVED RECLAIMED WATER USES Permit Number: WQ0029169 Version: 2.0
NON-CONJUNCTIVE LAND APPLICATION SITES
TOWN OF MT. OLIVE-TOWN OF MT. OLIVE RECLAMATION
IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS
Net Dominant Maximum Yearly
Zone Owner County Latitude Longitude Acreage Soil Series Parameter Instantaneous Max Units
Hourly Rate
I Town of Mt.Olive Wayne 35.2°N 78.0°W 13.2 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
2 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.6 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
3 Town of Mt.Olive Wayne 35.2°N 78.0°W 14.5 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
4 Town of Mt.Olive Wayne 35.2°N 78.0°W 12.8 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
5 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.2 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
6 Town of Mt.Olive Wayne 35.2°N 78.0°W 8.5 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
7 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.4 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
8 Town of Mt.Olive Wayne 35.2°N 78.0°W 12.0 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
9 Town of Mt.Olive Wayne 35.2°N 78.0°W 9.8 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
10 Town of Mt.Olive Wayne 35.2°N 78.0°W 15.0 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
11 Town of Mt.Olive Wayne 35.2°N 78.0°W 15.3 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
12 Town of Mt.Olive Wayne 35.2°N 78.0°W 13.2 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
Totals 145.5
Latitude and Longitude from Google Maps
WQ0029169 Version 2.0 Attachment B Page 1 of 2

ATTACHMENT C—GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0029169 Version: 2.0
Monitoring wells: MW-1,MW-2,and MW-3
GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS
PCS Code Parameter Description Daily Maximum Frequency Measurement Sample Type Footnotes
82546 Water Level,Distance from measuring point feet 3 x Year Calculated 1,2,3
00680 Carbon,Tot Organic(TOC) mg/L 3 x Year Grab 1,6
00940 Chloride(as Cl) 250 mg/L 3 x Year Grab
31616 Coliform,Fecal MF.M-FC Broth,44.5°C 4/100 niL 3 x Year Grab 1
00610 Nitrogen,Ammonia Total(as N) 1.5 mg/L 3 x Year Grab 1
00620 Nitrogen,Nitrate Total(as N) 10 mg/L 3 x Year Grab
00400 pH 6.5-8.5 su 3 x Year Grab 1,2
00665 Phosphorus,Total(as P) mg/L 3 x Year Grab 1
70300 Solids,Total Dissolved- 180°C 500 mg/L 3 x Year Grab 1
GWVOC Volatile Compounds(GC/MS) Present:Yes/No Annually Grab 1,4,5
1. 3 x Year monitoring shall be conducted in March,July&November;and 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
of pH 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 Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWR certified to run any method used.
b. The method used must,at a minimum,include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. 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,NC Regional Office supervisor,telephone number(252)946-
6481,must be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/I 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/1, 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 1 and this attachment.
WQ0029169 Version 2.0 Attachment C Page 1 of 2

1 .
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Attachment J
Preliminary Engineering Report (PER) and Environmental Assessment (EA)

NW '
WithersRavenet
Our People. Your Success.
IIII
PRELIMINARY ENGINEERING REPORT
Town of Mount Olive, NC - Wastewater
Treatment Plant Improvements
Prepared For:
Town of Mount Olive
114 East James Street \���1 1111////�
Mount Olive, NC 28365 ``\ •��,�HCA/�p/i���
Prepared By: = :a =
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WithersRavenel - 0 9422 50/
115 MacKenan Drive . •. g `
Cary, NC 27511 i '! QINE ..'•5
L cense9No.4C00832 //////, f�l t1• �\`\\
June 2019
WR No.02181005.00

Table of Contents
Executive Summary 3
1.0 Project Planning 5
1.1 Location
1.2 Environmental Resources Present
1.2.1 Surface Water Resources
1.2.2 Groundwater
1.2.3 Floodplains
1.2.4 Wetlands
1.3 Population Trends
1.4 Community Engagement
2.0 Existing Facilities 8
2.1 Location
2.2 History
2.3 Condition of Existing Facilities
2.4 Notices of Violations
2.5 Financial Status of Existing Facilities
3.0 Need for Project 36
3.1 Health, Sanitation & Security
3.2 Aging Infrastructure
3.3 Reasonable Growth
4.0 Alternatives Considered 39
4.1 Alternative 1 - No Action Taken (Do Nothing)
4.2 Alternative 2 - WWTP Infrastructure, Application Field, and Collection System
Rehabilitation
5.0 Selection of an Alternative 50
5.1 Life Cycle Cost Analysis
5.2 Summary and Non-Monetary Factors
6.0 Proposed Project 51
6.1 American Iron and Steel (AIS) Requirement Statement
6.2 Preliminary Project Design
6.3 Project Schedule
6.4 Permit Requirements
6.5 Total Project Cost Estimate
6.6 Annual Operating Budget
6.7 Conclusions
Appendices
Appendix A - Project Maps
Appendix B - Community Engagement Records
Appendix C - Existing Project Site Plans
Appendix D - Notices of Violation, Civil Penalty Violations, and Notice of Sewer Moratorium
Appendix E - Existing Permits
Appendix F - Proposed Project Maps and Schematics
Town of Mount Olive, NC- WWTP Improvements
Preliminary Engineering Report

Executive Summary
The Town of Mount Olive owns and operates a sewer collection system and a wastewater
treatment plant (WWTP). The WWTP is at the end of Wilkins Farm Road on the eastern side of
town. The WWTP equipment has a rated capacity of 2.0 million gallons per day (MGD) after the
most recent upgrade completed in 2008. Treated wastewater from the plant is either discharged
to the Northeast Cape Fear River under National Pollutant Discharge Elimination System (NPDES)
Permit No. NC0020575 (1.0 MGD) or land applied on 145.5 acres of tree crop from a Non-
Conjunctive Reclaimed Water Generation, Distribution and Utilization System under Permit No.
WQ0029169. However, reclaimed water Permit No. WQ0029169 was renewed on February 28,
2015 and reduced the quantity of reclaimed water that may be land applied from 660,250 gallons
per day (GPD) to 560,893 GPD. This effectively limits the WWTP to a maximum permitted
discharge of 1,560,893 GPD.
The Town of Mount Olive is currently under a Sewer Moratorium effective as of May 15, 2015
due to the many NPDES permit violations the WWTP has had since 2013. This moratorium
prevents the Town from adding any new sewer taps, sewer extensions or additional flow to their
sewer system and is the main motivation for this project. Without the ability to add flow to the
existing sewer system the Town of Mount Olive's economic growth has effectively been stunted.
There are many problems at the WWTP and excessive infiltration and inflow in collection system
that prevent proper treatment and discharge of collected wastewater. The biggest issues are:
• The inadequate capacity of influent pump station.
• The routing of drains and miscellaneous yard piping to the influent pump station, which
puts unnecessary stress on the influent pumps.
• The lack of the ability to effectively drain and clean existing oxidation ditches and the
associated accumulation of sludge.
• The discharge of sand media from tertiary filters due to gaps in the filter base plates. The
inaccurate method of metering the effluent discharge to the Northeast Cape Fear River
with the existing effluent structure.
• The inability to effectively use the existing drip irrigation system due to frequent pump
filter clogging and drip line clogging.
• Tears in the liners of the 5-Day Upset Pond and 28-million-gallon storage pond.
• Excessive infiltration and inflow in the collection system.
The purpose of the Preliminary Engineering Report (PER) is to evaluate alternatives to fix the
problems at the WWTP. The primary alternatives considered were: 1) No Action Taken (Do
Nothing), 2) Rehabilitation of WWTP Infrastructure, Application Field, and Collection System.
Alternative 2 was determined to be the preferred alternative based on feedback received from the
Town of Mount Olive and the infeasibility of doing nothing to address problems at the WWTP
under Alternative 1.
Town of Mount Olive, NC- WWTP Improvements Page 3 of 57
Preliminary Engineering Report

Proposed Project Funding
Owner Contribution and Other Sources $ -
USDA Rural Development Grant $ -
USDA Rural Development Loan $ 5,680,000
Total Funding $ 5,680,000
The project is intended to be funded by the United States Department of Agriculture(USDA) Rural
Development Program. A separate Environmental Assessment accompanies this PER.
Town of Mount Olive, NC - WWTP Improvements Page 4 of 57
Preliminary Engineering Report

1 Project Planning
1.1 Location
The Town of Mount Olive is located in south central Wayne County near the border with Duplin
County. Portions of the southeast side of the Town extend into neighboring Duplin county. The
Town of Mount Olive is a junction between two major highways, US Highway 117 Bypass and
US Highway 117 Business and Highway 55, and is approximately 10 miles from Interstate 40.
Mount Olive is approximately 140 miles southeast of the City of Raleigh and approximately 12
miles south of the City of Goldsboro.
The Town owns and operates one (1) wastewater treatment plant (WWTP), a sewer collection
system, two (2) water treatment plants, and a water distribution system. The WWTP treats
wastewater from the Town of Mount Olive and the Town of Calypso in Duplin County, North
Carolina. The WWTP is located at the end of Wilkins Farm Road and all WWTP infrastructure is
located in Wayne County, North Carolina. A topographic map of Mount Olive can be found in
Appendix A.
1.2 Environmental Resources Present
1.2.1 Surface Water Resources
The majority of the Town of Mount Olive is located within the Cape Fear River Basin. The
Pasture Branch River is located on the east side of Town and merges with the Northeast
Cape Fear River, which runs to the south of the WWTP. The WWTP is permitted to
discharge up to 1.0 million gallons per day (MGD) to the Northeast Cape Fear River. The
western section of the Mount Olive Planning Area is located in Neuse River Basin. The
surface waters in the Planning Area consist of swamps and small creeks but do not include
any lakes or impoundments. Additionally, the headwaters of Thunder Swamp and Lee
Branch are located in the Neuse River Basin on the southwestern side and northern side
of Town, respectively. A topographic map highlighting the location of surface water
resources around the project area location may be found in Appendix A.
1.2.2 Groundwater Resources
The Town of Mount Olive sources their potable water supply from four (4) groundwater
wells owned and operated by the Town. One well is located at the site of the primary
water treatment plant within Town limits at 311 Gordon Street. Two wells are located
north of the secondary water treatment plant outside of Town limits off of Northeast
Church Road. The fourth well is located off of State Road 1318 south of the Town in
Duplin County. Each well has a capacity of 800 gallons per minute (GPM). The Town of
Mount Olive is located approximately 10 miles west of the Declining Water Level Zone
and Wayne County is located in the Central Coastal Capacity Use Area.
1.2.3 Floodplains
There are no floodplain areas within the project area of the proposed project. Floodplains
exist southwest and west of the Town along Thunder Swamp, north of the Town along Lee
Branch, and east of the Town along the Northeast Cape Fear River. Maps showing the
floodplain areas around the Town of Mount Olive and the proposed project area can be
found in Appendix A.
Town of Mount Olive, NC- WWTP Improvements Page 5 of 57
Preliminary Engineering Report

1.2.4 Wetlands
Wetlands near the project area are associated with the floodplain area along Thunder
Swamp, Lee Branch, and the Northeast Cape Fear River. There are no previously
identified wetland areas within the boundaries of the proposed project area.
1.3 Population Trends
As of 2017 the estimated population of Mount Olive was 4,675 based on North Carolina Office of
State Budget and Management (NCOSBM) municipal population estimates. Population growth in
the Town of Mount Olive is expected to keep pace with, if not exceed, the growth of Wayne
County. The population projection for the Town was determined by applying NCOSBM county
growth rates to the existing town population. Recent population numbers and growth projections
for the Town of Mount Olive are show in Table 1-1 and 1-2, respectively.
Table 1-1
Historical Population Trends
Year 2010 2015 2017
Growth Rate (%) - 3.61 -0.26%
Population 4,588 4,687 4,675
Table 1-2
Population Projections
Year 2020 2025 2030 2035
Growth Rate (%) 3.2 3.17 6.2 4.5
Population 4,837 4,990 5,137 5,368
Table 1-3 gives the service area's Median Household Income (MHI) based on the
American Community Survey estimate. The MHI for the state of North Carolina is
significantly higher at $52,460 (2017 estimate inflated to 2019 dollars). Additionally,
approximately 33.5% of the population of Mount Olive live below the poverty line per
data from the American Community Survey produced by the United States Census
Bureau.
Table 1-3
Town of Mount Olive MHI
MHI
Town of Mount Olive $ 27,619
Town of Mount Olive, NC - WWTP Improvements Page 6 of 57
Preliminary Engineering Report

Table 1-4 shows the area demographics for the Town of Mount Olive based on data from
the 2010 Census. The predominant demographics are Black or African American and
White, which compose 90% of the population. The majority of the population is not
Hispanic or Latino.
Table 1-4
Town of Mount Olive Demographics
Service Area Mount Olive, North Carolina
Asian alone 9
Black or African American 2,505
American Indian and Alaskan Native 31
Native Hawaiian or Pacific Islander -
White 1,714
Multiple Races Selected 183
Other Race 233
2017 Total 4,675
Ethnicity(Hispanic or Latino) 351
Not Hispanic or Latino 4,324
1.4 Community Engagement
The Town of Mount Olive regularly holds Town City Council Meetings every month and
annually publishes the Town budget. The Town has held a public hearing during a Town
City Council meeting to discuss the project scope and budget prior to submitting this PER
and application for USDA funding. This meeting was advertised in local newspapers. The
project, its advantages and disadvantages, and scope of the USDA grant and loan funding
were discussed. A meeting summary from this discussion is provided in Appendix B.
Town of Mount Olive, NC- WWTP Improvements Page 7 of 57
Preliminary Engineering Report

2 EXISTING FACILITIES
2.1 Location
The Town of Mount Olive owns and operates a sewer collection system and a
p Y
Wastewater Treatment Plant (WWTP), located at 408 Wilkins Farm Rd., Mount Olive,
NC 28365. The WWTP services the Town of Mount Olive and the nearby Town of
Calypso. Untreated wastewater is collected from the towns and pumped to the WWTP
for treatment. The plant site area is >340 acres and is made up of developed areas for
WWTP infrastructure, naturally forested areas, and approximately 145 acres of
agricultural areas for land application of treated wastewater.
The sewer collection system is divided into east and west sectors by the CSX railroad
tracks. Wastewater from the eastern sector flows northeast to the primary 24-inch
interceptor leading to the WWTP.Wastewater from the western sector flows east across
the railroad tracks in three locations before traveling to the WWTP.
See the wastewater facilities map in Appendix C and existing WWTP process flow
diagram in Appendix C for reference.
2.2 History
2.2.1 Permitting& Installation
The Mount Olive WWTP was operated for decades at a capacity of 1.0 MGD until it
was expanded in 2008 to a treatment capacity of 2.0 MGD. Treated wastewater from
the plant is either discharged to the Northeast Cape Fear River under National
Pollutant Discharge Elimination System (NPDES) Permit No. NC0020575 (1.0 MGD) or
land applied on 145.5 acres of tree crop from a Non-Conjunctive Reclaimed Water
Generation, Distribution and Utilization System under Permit No. WQ0029169.
However, Non-Discharge Permit No. WQ0029169 was renewed on February 28, 2015
and reduced the quantity of reclaimed water that may be land applied from 660,250
gallons per day (GPD) to 560,893 GPD. This effectively limits the WWTP to a maximum
permitted discharge of 1,560,893 GPD. The WWTP's Non-Discharge permit states
that 145.5 acres of fields are able to be utilized for drip irrigation, however, a survey
performed in 2010 states that only 123.29 acres of fields are utilized. This reduces the
overall amount of treated wastewater that can be applied to the fields, since this
amount is partially determined by the available acreage available for irrigation.
Major portions of the sewer collection system were installed in 1930 and 1956. A
number of completed projects
have been since to reduce inflow and infiltration into the
collection system. Most recently, the Town relined 325 vertical feet in approximately
24 manholes, replaced 30 manholes, reset rings and covers on 15 manholes, and
reconstructed the inverts in 5 manholes in 2012. In addition, approximately 1,970 LF of
sewer mains were replaced and approximately 1,377 LF were rehabilitated using liners.
2.2.2 Violations& Moratorium
The Town's sewer system and WWTP have had a number of NPDES Permit Notices of
Violation (NOVs) since 2013, and were placed under a sewer moratorium as of May 15,
2015, which is currently still in effect. The moratorium prohibits the Town from adding
new taps, extensions, and/or additional flow to the sewer system.
Town of Mount Olive, NC - WWTP Improvements Page 8 of 57
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The eleven NOVs issued regarding the sewer collection system were all for overflows
at the influent manhole and pump station at the WWTP. The sewer overflows are
attributed to heavy rainfall events. A summary of the NOVs is presented in Table 2-1,
and copies of the NOVs can be found in Appendix D.
Table 2-1 - Summary of Notices of Violation for the Mount Olive Sewer Collection System
Violation Rainfall Discharge
NOV Date Location Description Type Quantity Estimate
(inches) (gal)
Influent PS & Discharge to
Sanitary Sewer 7.5
09/09/2014 Manhole at Overflow Surface (in 2 days) 96,000
WWTP Water
Influent PS & Discharge to
Sanitary Sewer 4
01/13/2015 Manhole at Surface 175,500
WWTP Overflow Water (in 2 days)
Influent PS & Discharge to
Sanitary Sewer 1.9
02/26/2015 Manhole at Surface 720,000
WWTP Overflow Water (in 4 hours)
Influent PS & Discharge to
Sanitary Sewer 2.75
04/20/2015 Manhole at Overflow Surface (in 2 hours) 75,000
WWTP Water
Influent PS & Discharge to
Sanitary Sewer 4.9
05/11/2015 Manhole at Overflow Surface (in 3 days) 214,500
WWTP Water
Influent PS & Discharge to 2.6
d (in one
Sanitary Sewer day) in
12/31/2015 Manhole at Overflow Surface addition to 4.8 120,000
WWTP Water
the week prior
Influent PS & Discharge to
02/05/2016 Manhole at Sanitary Sewer Surface 3.5 (in two 80,000
WWTP Overflow Water days)
Unknown
Influent PS & Sanitary Sewer Discharge to rainfall volume
02/08/2016 Manhole at Overflow Surface (in 1 day) in 108,000
WWTP Water addition to 3.5
the week prior
Influent PS & Discharge to Unknown
Sanitary Sewer
02/16/2016 Manhole at Surface rainfall volume 480,000
WWTP Overflow Water (in 1 day)
Influent PS & Sanitary Sewer Discharge to
02/24/2016 Manhole at Overflow Surface 2.5 (in 30 min) 225,000
WWTP Water
Influent PS & Discharge to
07/30/2018 Manhole at Sanitary Sewer Surface Unknown 45,000
WWTP Overflow Water volume
Town of Mount Olive, NC- WWTP Improvements Page 9 of 57
Preliminary Engineering Report

The Mount Olive WWTP has received three NOVs in the last year, all for exceeding
monthly average flow discharge limits. It is likely the Town will receive more NOVs in
the months to come for past violations that have not been sent by the State yet. The
non-compliance for monthly average flows occurred due to wet weather conditions
and the inability to use the irrigation system in those timeframes to discharge excess
treated wastewater. It should be noted that no other permit parameters were outside
of required limits during those periods. A summary of the NOVs is presented in Table
2-2, and copies of the NOVs can be found in Appendix D.
Table 2-2 - Summary of Notices of Violation for the Mount Olive WWTP
NOV Date Parameter Limit Type Limit Reported
Value Value
7/2019 Discharge to Monthly Avg. 1 MGD 1.74 MGD
Surface Water Exceeded
8/2019 Discharge to Monthly Avg. 1 MGD 1.63 MGD
Surface Water Exceeded
Discharge to Monthly Avg.
9/2019 Surface Water Exceeded 1 MGD 1.19 MGD
The NC Division of Water Resources (DWR) performed a compliance inspection of the
Town's WWTP and wastewater disposal facilities on August 15, 2014. A copy of the
report can be found in Appendix D. Several problems were noted during the inspection
that could be considered permit violations, which are listed below:
• Storage and 5-day upset ponds were considered unusable due to holes in the
liner
• One tertiary filter was out of service due to cracks in its concrete foundation
• Influent and effluent flows were not equivalent; influent flows were
approximately 200,000 GPD greater
• The WWTP can only average 1.3 MGD under certain weather conditions; the
Plant can only discharge a monthly average of 1 MGD during inclement
weather, and the remaining water must be sent to the storage pond; excess
water cannot be land-applied during inclement weather with the current system
The Town of Mount Olive was issued a notification of sewer moratorium by the NC
Division of Water Resources on March 19, 2015. The moratorium prohibits the Town
from adding taps, extensions, or additional flow to the sewer system, beginning May
15, 2015. The notification can be found in Appendix D, and noted the following
violation areas:
• Holes and tears in the storage pond and 5-day upset pond
• Disc filter failure on the irrigation system (AMIAD Strainer)
• Inadequate influent pump station capacity
• Excessive infiltration and inflow in the sewer collection system
Town of Mount Olive, NC- WWTP Improvements Page 10 of 57
Preliminary Engineering Report

2.3 Condition of Existing Facilities
2.3.1 Sewer Collection & Lift Stations
The sewer collection system currently consists of approximately 186,000 feet (312.4
inch-miles) of 4-inch to 24-inch sewer mains, along with thirteen (13) lift stations.The
stations are listed below, along with their condition and operability status:
Station Name / Number Condition Status
Lift Station #1 (Martin St.) Good Renovated in 2012
Lift Station #2 (Boiling Chair) Good Replaced in 2012
Lift Station #3 (College) Good Installed in 2006
Lift Station #5 (Ridge Crest Dr.) Good Replaced in 2016
Lift Station #6 (Davis St.) Good Installed in 2012
Lift Station #7 (Church St.) Good Replaced in 2015
Lift Station #9 (Crest Dr.) Good Replaced in 2016
Lift Station #10 (County Rd.) Good Replaced in 2015
Lift Station #11 (Burlington) Working Upgraded in 2012
Lift Station #12 (Bert Martin) Good Installed in 2012
Lift Station #13 (Southern Bell) Good Renovated in 2012
Lift Station #14 (Commercial Dr.) Good Installed in 2003
Lift Station #15 (Wal-Mart) Good Installed in 2008
The Town of Mount Olive collection system is known to have significant issues with
infiltration and inflow. A 2015 Limited Sanitary Sewer Evaluation Study report made
recommendations for how to Town could pursue a Find and Fix program for
repairing/replacing/rehabilitating existing collection system problems. The Town is
currently performing a system-side sewer Asset Inventory and Assessment(AIA) study
with a grant from NCDWR. The study is ongoing and the results of the flow monitoring
will not be available until after this PER is submitted.The Town has fixed many known
problem areas, but some areas have not been fixed due to the lack of funds available to
replace or rehabilitate old gravity sewer mains and manholes.
2.3.2 Wastewater Treatment Facilities& Unit Processes
General
The WWTP has a 2.0 million gallon per day (MGD) treatment capacity and is operated
under NPDES Permit number NC0020575. The associated land application portion of the
wastewater disposal process is operated under Reclaimed Water Generation, Distribution
and Utilization Permit number WQ0029169. A copy of each permit can be found in
Appendix E. The WWTP was expanded to 2.0 MGD treatment capacity in 2008 from 1.0
MGD.The NPDES Permit limits discharge to the N.E. Cape Fear River to 1.0 MGD, and the
remainder must be stored or irrigated. The treatment facility includes the following
treatment processes:
• Influent pump station
• Bar screen and grit removal
• Flow equalization basin
Town of Mount Olive, NC - WWTP Improvements Page 11 of 57
Preliminary Engineering Report

• Dual train oxidation/anoxic process
• Two clarifiers
• RAS/WAS Pump Stations
• Traveling bridge tertiary filters
• UV disinfection
• Aerobic digesters
• Outfall to the N.E. Cape Fear River
A portion of the wastewater that is disposed of from the plant is land-applied under the
Reclaimed Water Generation, Distribution,and Utilization Permit.The permit was renewed
on February 28, 2015,wherein the quantity of water that can be land-applied was reduced
from 660,250 GPD to 560,893 GPD. The limiting factor that caused this change is the
quantities of land available for land application of the wastewater. The land application
facility includes the following treatment processes:
• Effluent irrigation and transfer pump station
• Irrigation fields totaling 123.29 acres
• 5-day upset lagoon
• Irrigation storage lagoon
Influent Pump Station
1) Description
The pump station was constructed in 2008. The wet well is below-grade, while the four
station pumps are above-grade and housed in a metal building. The wet well dimensions
are 9'-6" wide x 15'-6" long x 13'6" deep, with a total volume of approximately 13,800
gallons. The operating volume below the invert of the sewer intercept is approximately
6,200 gallons. A 24-inch sewer main interceptor connects the pump station to the sewer
collection system. The four pumps are self-priming. Pumps 3 and 4 are 40 horsepower
(HP), rated at 50' TDH and 1,750 GPM. Pumps 1 and 2 are 20 HP and rated at 46' TDH
and 750 GPM. The station pumps wastewater from the collection system to the
headworks.Timers are installed on the two 40 HP pumps to ensure they start regularly and
retain prime.
2) Condition
Each pump's suction pipe has a 12-ft horizontal, above-grade section before the piping
enters the wet well vertically. Unsubmerged runs of horizontal pipe can cause self-priming
pumps to lose prime,and may cause them to run for some period of time without pumping
before they regain prime. There is no overhead crane in the pump building, making
removing pumps or valves difficult and dangerous for operators.
3) Recent Improvements
Piping changes have been implemented by the Town that give the option of diverting
excess wastewater from the influent pump station to the equalization basin using the
Town of Mount Olive, NC- WWTP Improvements Page 12 of 57
Preliminary Engineering Report

original influent pump station (influent bypass pump station).The diversion capability helps
prevent potential overflows at the new influent station and at upstream manholes when
flow is high. However, this influent bypass pump station was damaged and rendered
inoperable by Hurricane Florence in September, 2019.
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Photo 1. Pump station building exterior& Photo 2. Pumps inside station building
wetwell
Influent Bypass Pump Station
1) Description
The WWTP's original influent pump station has been converted by operating staff into an
influent bypass pump station. This pump station takes high flows from the influent pump
station influent line and pumps them to the equalization basin for storage until the
wastewater can be fed back to the influent pump station. The pump station is a dry pit
wet pit setup. The dry pit pumps are not rated for submergence. The two (2) existing
pumps are each rated for 780 GPM. The wetwell is 9'-0" wide x 12'-0" long x 10'-0"deep.
2) Condition
The influent bypass pump station was damaged and rendered inoperable by Hurricane
Florence in September, 2019. The pump station needs to be replaced with flood proof
pumps and the electrical equipment needs to be raised above the flood elevation to
prevent future damage from other inclement weather events. Also, there is currently no
way to screen wastewater that comes from the influent pump station during high flow
Town of Mount Olive, NC- WWTP Improvements Page 13 of 57
Preliminary Engineering Report

events. A manual bar rack should be installed to screen this wastewater to prevent damage
to the pumps and keep unscreened wastewater out of the equalization basin.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
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Photo 3. Influent bypass pump station Photo 4. Pump station (exterior)
pumps
Headworks Facilities
1) Description
The WWTP headworks is at a high elevation relative to the rest of the WWTP, and is
adjacent to the equalization basin. The headworks include a mechanical bar screen, a
manually cleaned bar rack, a screenings press, a meter flume, a grit removal basin, and a
grit classifier. The headworks effluent box has two weirs that direct wastewater flows to
the oxidation ditch, while excess flow is directed to the equalization basin.
The mechanical bar screen is installed in the main 24-inch wide x 36-inch deep concrete
channel, with 1/8" between the screen bars. The bar screen is step-type with a 5.0 MGD
capacity, and is operated by an electric drive unit. Collected screenings are dewatered and
compacted by a ram-type press.
A parallel bypass influent channel contains a manual bar rack. The main channel and the
bypass channel can be isolated using slide gates. The manual bar rack consists of 3/16" x
Town of Mount Olive, NC- WWTP Improvements Page 14 of 57
Preliminary Engineering Report

1" stainless steel bars with a 1.5-inch on-center spacing, providing a clear opening of
slightly less than 1-inch between the bars.
The headworks utilizes a Parshall Flume constructed of fiberglass and encased in concrete.
The flume has a 12-inch wide x 36-inch-deep throat, and a capacity of 5.0 MGD (3500
GPM).
The grit removal system is of the vortex type,with a grit classifier.The vortex grit separator
has a 12-foot diameter and an 8-foot depth, with a 5.0 MGD (3500 GPM) capacity . The
unit is driven by a 1.0 HP motor.A 100 GPM air lift with a 5 HP blower expels accumulated
grit into the shaftless screw-type grit classifier.
2) Condition
The screenings press reportedly freezes during extreme periods of cold weather. The grit
basin motor does not appear to be rated for outdoor use. The Town has fabricated a box
enclosure around the motor to protect it from weather exposure.
3) Recent Improvements and Upgrades
The grit classifier pipes have been replaced so that the wash water is discharged into the
grit chamber instead of the overflow box,which discharges into the equalization basin.This
prevents solids from accumulating in the equalization basin and removes them from the
system instead.
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Photo 5. Headworks bar screen Photo 6. Grit removal process equipment
Town of Mount Olive, NC - WWTP Improvements Page 15 of 57
Preliminary Engineering Report

Equalization Basin
1) Description
The former aeration basin was converted to an equalization basin as part of the 2008
q
plant expansion project. Excess wastewater from the headworks effluent box is directed
to the equalization basin by a weir. Excess wastewater from the influent pump station
can now be pumped to the equalization basin as well, since recent piping changes were
made by the Town. According to record drawings, the basin has concrete side walls and a
bentonite bottom.
Collected wastewater is designed to flow from the equalization basin to the oxidation
ditches by gravity based on the elevation of the basin floor being higher than that of the
ditches. The basin and the ditches are connected by the 8-inch diameter equalization
return pipe which expands to 12-inch pipe near the oxidation ditches. However, this flow
is not occurring, and currently water must be drained from the basin by opening a valve
in the piping from the original influent pump station to allow water to backflow to the
new influent pump station. It is suspected that the equalization return pipe is clogged
with grit and sludge from when the basin contained a large quantity of foreign materials.
2 Condition
The equalization basin is unable to contain an overflow. Peak flows caused by storms
could cause an overflow of untreated wastewater from the basin, especially when no
plant personnel are present after hours. The fixed weir at the grit overflow box that lets
excessive flow be directed to the equalization basin would contribute to this problem.
The Town has installed a level transmitter in the basin, but the indicated water levels do
not appear to be accurate.
Another concern of the Town's is that there will be no means of controlling the flow from
the basin to the oxidation ditches once the flow restriction problem in the equalization
return line is resolved. A 12-inch plug valve does exist on the 12-inch pipe that
discharges to the oxidation ditch.
3) Recent Improvements
The Town removed all of the accumulated sludge and solids that were left in the
equalization basin after the plant expansion was completed. This was not a part of the
plant expansion project.
Town of Mount Olive, NC- WWTP Improvements Page 16 of 57
Preliminary Engineering Report

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Photo 7. Equalization basin Photo 8. Basin inlet& level transmitter
Oxidation Ditches
1) Description
Wastewater from the plant headworks flows by gravity to the oxidation ditches. The
system consists of two separate trains, each consisting of an anoxic basin followed by an
oxidation ditch. Fine bubble diffusers are located at the bottom of each oxidation section,
with air being supplied by three (3) blowers.
The two oxidation ditches have dimensions of 126 feet long x 71 feet wide with a side
water depth of 14 feet. Each basin has a 54-foot long center baffle wall. Each oxidation
ditch contains a single floor drain. There are approximately 1,100 9-inch diameter
membrane disc diffusers in each ditch floor. Wastewater flows from each anoxic basin to
the oxidation ditch by way of a 36-inch wall sleeve that forms a hole in the divider wall
between the anoxic basin and the oxidation ditch. In each oxidation ditch a 6.5 HP
submersible axial-flow pump forces wastewater around the center wall. Each submersible
axial fan has a capacity of 4.0 MGD.
Within each oxidation ditch there are four(4) concrete baffle walls that force wastewater
flow up, over and under each wall. The baffle walls are located in the middle of each
oxidation ditch, splitting each ditch into two zones. The baffle walls enhance mixing but
also prevent the removal of sludge from each ditch.
There is only one drain located in the influent section for each oxidation ditch. In the
effluent section, there is a hole approximately 12 inches in diameter and 2 feet off the
Town of Mount Olive, NC - WWTP Improvements Page 17 of 57
Preliminary Engineering Report

bottom in the center wall between the two baffle walls. This is the only drain for the
effluent section of each oxidation ditch and there is no way for the remaining 2 feet of
water and sludge to be drained from either ditch.
Three (3) centrifugal blowers, each rated for 1,619 scfm at a pressure of 6.5 psi and
maximum power rating of 75 HP, provide air to the diffusers for both oxidation ditches
through one (1) 12-inch header pipe, four (4) 6-inch drop pipes for fine bubble aeration,
and two (2) 4-inch drop pipes for coarse bubble aeration. The header pipe and drop pipe
valves were installed underneath the center walkway of the oxidation ditch.
2) Condition
The anoxic basins have no drains, which prevents sludge removal and required
maintenance. Wastewater from each anoxic basin flows through a 36-inch diameter hole
in the isolation wall to the corresponding oxidation ditch. The invert of each hole is
approximately 8 inches off the bottom of the basin floor, which prevents sludge from
moving to the oxidation ditches and the only available drain in the influent section of each
ditch.As a result, sludge tends to accumulate at the isolation wall.
The lack of underdrains and placement of the baffle walls in the oxidation ditches are
preventing sludge removal and there is a large accumulation of sludge in all of the basins.
This accumulation of sludge prevents required diffuser maintenance, reduces or
completely negates the efficacy of the air diffusers,and could potentially prevent adequate
treatment. If sludge continues to accumulate it will adversely affect operation of the
oxidation ditches. In some areas, e.g. directly behind the baffle walls, one can actually
observe the reduced level of aeration due to sludge accumulation compared to other
sections of the oxidation ditches. Additionally, there is no way to effectively remove grit,
as the grit that is removed from the first section is pumped back to the second oxidation
ditch through the RAS pump station.
The placement of the air supply header pipe and drop pipe control valves has always been
a health and safety concern for operators. The air supply header and drop pipe control
valves were installed underneath the center walkway and are essentially at the water level.
To operate the control valves, the plant staff must lay down on the walkway, hang over
the side, and almost always come in direct contact with wastewater. The location of the
air supply piping prevents foam and floating solids from overflowing the effluent box and
frequently builds up in the center. Additionally, a single air supply header cannot be
adjusted properly to control air flow separately for each basin. If air is increased in one
oxidation ditch, it results in a shortage in the other unless a second blower is manually
started.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
Town of Mount Olive, NC- WWTP Improvements Page 18 of 57
Preliminary Engineering Report

1
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Photo 9.Anoxic basin (below) and aerobic Photo 10. Oxidation ditch blowers
basin (above)
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Photo 11. Baffle walls in oxidation ditches Photo 12.Air supply control valves
Town of Mount Olive, NC - WWTP Improvements Page 19 of 57
Preliminary Engineering Report

Clarifiers
1) Description
Two (2) clarifiers are located downstream of the oxidation ditches. The newest 65-foot
diameter clarifier (side water depth of 14 feet) was installed in 2008 during the last major
expansion. The oldest active clarifier has a 65-foot diameter and side water depth of 10
feet-4 inches and was installed in 1988. Both clarifiers are operated with a center drive
assembly, influent feed-well, center sludge removal pit, peripheral effluent collection
system and surface scum skimming arm.
2) Condition
The newest clarifier has settled unevenly since the 2008 installation was completed.
Operators have observed that a significant volume of wastewater overflows the weirs on
the western half of the clarifier when compared to the eastern half of the clarifier. This
has occurred even after adjusting the weirs many times to alleviate the problem. The main
concern with this problem is that it could lead to short circuiting in the clarifier and solids
flowing to the treatment plant outfall. In addition, this clarifier cannot be completely
drained. Upon draining, some standing water remains in the center of the clarifier.
The older clarifier is operational and is in fair condition.There are minor operating problems
with this clarifier, such as the surface scum arm should be extended to reach the edges of
the clarifier and the scum pit valve is not functional, which should be corrected.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
Town of Mount Olive, NC- WWTP Improvements Page 20 of 57
Preliminary Engineering Report

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Photo 13. New clarifier installed in 2008 Photo 14. Old clarifier installed in 1988
Return Activated Sludge (RAS) and Waste Activated Sludge (WAS) Pump Stations
1) Description
There are two (2) combined RAS/WAS pump stations that transport activated sludge to
the oxidation ditches and to the aerobic digesters.The original RAS/WAS pump station
was constructed in 1988, and a new pump station was constructed with the plant
expansion in 2008.
The 1988 RAS/WAS pump station consists of two (2) self-priming wastewater pumps
situated on top of an 8-feet diameter, 19-feet 10-inch deep wet well. One pump is
dedicated to pumping RAS, and this pump has a maximum capacity of 1,050 gpm
powered by a 15 HP motor. The RAS pump transports activated sludge from the older
1988 clarifier to the oxidation ditch through a 12-inch force main. One pump is dedicated
to pumping WAS, and this pump has a maximum capacity of 350 gpm powered by a 5 HP
motor. The WAS pump transports waste activated sludge from the 1988 clarifier to the
aerobic digesters through a 6-inch force main.
The newer RAS/WAS pump station constructed in 2008 consists of four(4) self-priming
wastewater pumps situated above two (2) 8-feet diameter, 16-feet 8-inch deep wet
wells. Two (2) pumps are dedicated to pumping RAS, and these pumps have capacities of
750 gpm each powered by 15 HP motors. These RAS pumps transport activated sludge
from the newer clarifier constructed in 2008 and return it to the oxidation ditches
through a 10-inch force main. Two (2) pumps are dedicated to pumping WAS, and these
pumps have capacities of 200 gpm each powered by 3 HP motors. The WAS pumps
Town of Mount Olive, NC- WWTP Improvements Page 21 of 57
Preliminary Engineering Report

transport activated sludge from the 2008 clarifier to the aerobic digesters through an 8-
inch force main.
2) Condition
Both RAS/WAS pump stations are operational, but there are some deficiencies that cause
increased difficulty in operating the pump stations. For the 1988 RAS/WAS pump
station, there is no flow meter to monitor flow from the RAS pump. This causes varied
flow to the oxidation ditches resulting in varying concentrations of mixed liquor
suspended solids (MLSS) in the oxidation ditches, which can affect the overall treatment
process. There is also no flow meter on the WAS discharge, so controlling the amount of
wasted sludge from this pump station is difficult. In addition, the level sensor in the wet
well of this pump station is not operating correctly, resulting in further operating
difficulties. For the 2008 RAS/WAS pump station, the discharge headers of the
RAS/WAS pumps are tied together and separated by a plug valve, but no valve exists on
the discharge header of the RAS pumps to allow solids from the oxidation ditches to be
wasted. In addition, the level sensors in the wet wells of this pump station are also not
operating correctly.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
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Photo 15. 1988 RAS/WAS pump station Photo 16. 2008 RAS/WAS pump station
Town of Mount Olive, NC- WWTP Improvements Page 22 of 57
Preliminary Engineering Report

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Photo 17. 2008 RAS/WAS pump station - Photo 18. 1988 RAS/WAS pump station
WAS pumps shown - WAS pumps shown
Traveling Bridge Tertiary Filters
1) Description
There are a total of four(4) traveling bridge shallow sand filters used to filter treated
wastewater from the two secondary clarifiers.Two filters were constructed in 1988 and
two were constructed during the plant expansion/upgrade in 2008. The two filters
constructed in 1988 have dimensions of 30-feet by 9-feet by 11-inches deep.The two
filters constructed in 2008 have dimensions of 34-feet by 9-feet by 11-inches deep.
2) Condition
All four filters are currently operable. However, treatment plant staff have observed sand
in the effluent channels of the filters constructed in 2008. The staff took steps to correct
this problem, but sand still appears in the effluent channels. Staff has observed gaps
between the filter bottom plates of up to a half of an inch that need to be caulked and
filled.
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Improvements and Upgrades
p
No recent improvements or upgrades have been made.
Town of Mount Olive, NC - WWTP Improvements Page 23 of 57
Preliminary Engineering Report

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Photo 19.Traveling bridge filter shelter Photo 20. Filters 3 and 4 Backwash pump
station
UV Disinfection Equipment
1) Description
Effluent from the traveling bridge sand filters is disinfected using ultraviolet light modules
before being discharged or irrigated. There are two separate disinfection channels, each
with two UV modules. The maximum capacity of the system is 5.0 MGD with a design
flow of 2.0 MGD. Flow is measured by a level-based flow meter downstream of the UV
disinfection system. Treated wastewater then flows to either the Northeast Cape Fear
River to be discharged or to the irrigation pump station to be irrigated on land adjacent to
the WWTP.
2) Condition
The disinfection system itself is in working order, but several condition issues exist with
the current discharge and metering system. First, the level sensors directly downstream
of the two UV channels are not accurate due to leaks around the launders. Therefore,
this metering system is now only useful for controlling the UV disinfection system and
not for reporting flows. Second, a weir gate was installed further downstream to direct
additional flow to the irrigation system. However, when the weir gate is used to direct
flow to the irrigation system, the level-based flow metering shows high flows going to the
river because it is based on water level measurements at the end of the UV disinfection
channel. This system needs to be improved so that flows to the river outfall and to the
irrigation system are properly metered and reported.
Town of Mount Olive, NC- WWTP Improvements Page 24 of 57
Preliminary Engineering Report

3) Recent Improvements and Upgrades
The UV disinfection system was recently replaced by operating staff with a brand-new
system.
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Photo 21. UV disinfection system Photo 22. Effluent Structure
Aerobic Digesters
1) Description
The WWTP utilizes two (2) aerobic digesters to treat waste activated sludge before is
hauled offsite. The first aerobic digester was constructed in the 1970s and the second
was constructed during the treatment plant expansion in 2008. The 1970s digester
utilizes a 25 HP floating mechanical aerator to introduce oxygen into the waste activated
sludge. The diameter of this tank is 35 feet, and it also contains a 40 HP sludge transfer
pump to move sludge to a transfer truck or to the other aerobic digester.
The 2008 aerobic digester utilizes a 50 HP floating mechanical aerator to assist in sludge
degradation. The diameter of this tank is 58 feet, and it contains a 3 HP sludge transfer
pump to move sludge to a transfer truck or the 1970s aerobic digester. This area also
contains a truck loading pad, where digested sludge is pumped onto trucks for transport.
As of now, the WWTP pumps digested sludge onto a truck trailer, where sludge is
allowed to thicken by gravit and the supernatant is pumped off.
Town of Mount Olive, NC - WWTP Improvements Page 25 of 57
Preliminary Engineering Report

2) Condition
Both digesters are in working order.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
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Photo 23.Aerobic digester installed in Photo 24. Sludge transfer pump from
1970s digester
Irrigation Pump Station and Strainer
1) Description
The irrigation pump station feeds the drip irrigation system used for discharging a portion
of the WWTP's treated wastewater. The pump station is fed by an 18-inch line from the
UV disinfection system. In total, the irrigation pump station houses five (5) vertical
turbine pumps. Three of the pumps are used for feeding the irrigation system, and the
other two are used for transporting treated wastewater to the 28-million-gallon storage
lagoon and the 5-Day Upset lagoon.
Treated wastewater flows into a single wet well with dimensions of 11-feet by 18-feet by
13-feet 11-inches deep.The three irrigation pumps are rated for 350 gpm each and are
powered by 15 HP motors, which transport water to the irrigation fields through a 12-
inch force main. Water traveling to the irrigation fields must first pass through a 10-inch
Town of Mount Olive, NC- WWTP Improvements Page 26 of 57
Preliminary Engineering Report

diameter strainer and backpressure valve to remove small particles that could potentially
clog the system. The strainer is a 155-mesh screen with 100-micron openings. A 10-inch
pressure sustaining valve was installed downstream of the strainer to supply increased
pressure for backwashing the strainer.
The two pumps used for transporting treated wastewater to the 28 MG storage lagoon
and the 5-day upset lagoon are each rated for 1,750 gpm and are powered by 30 HP
motors. A 12-inch force main is used to move wastewater from the wet well to the
lagoons. Two 12-inch motorized valves direct water to either the 28 MG storage lagoon
or the 5-day upset lagoon based on turbidity levels. Water with higher turbidity than a
pre-set, permit-determined value is sent to the upset lagoon while water with lower
turbidity is sent to the storage lagoon.
2) Condition
There are several major operational issues that prevent full utilization of the irrigation
pumping and application system. The strainer clogs frequently which prevents water
from being sent to the irrigation system for land application. Some water can pass
through the strainer when utilizing water that has gone through the tertiary filters, but
virtually no water can be sent through from the 28 MG storage lagoon without clogging.
This has resulted in a greatly reduced volume of water that can be utilized for irrigation,
down to approximately 300,000 gallons per day. Increased backwashing does not result
in any increased flow capacity or duration of flow.This is the major issue preventing
more complete use of the irrigation system.
Several other issues exist with this system that cause operational problems. The common
wet well prevents the irrigation pumps from being able to pump at the same time as the
lagoon transfer pumps. Also, there are issues with the controls and high-water alarm
which prevent additional pumps from turning on if water exceeds the high-water
elevation. Another issue is that settling of the concrete slab and/or rising of the wet well
due to buoyancy may be occurring resulting in a lack of support for the piping and valves.
Lastly, the control valves that divert water to either the upset lagoon or storage lagoon
based on turbidity do not always operate correctly and sometimes send water to the
incorrect lagoon.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
Town of Mount Olive, NC- WWTP Improvements Page 27 of 57
Preliminary Engineering Report

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Photo 25. Irrigation pumps for land Photo 26.Transfer pumps for storage
application of treated wastewater
Storage Lagoons
1) Description
The WWTP contains two lined storage lagoons used for temporarily holding wastewater;
one is a 28 million-gallon (MG) storage lagoon and the other is a 5-day upset lagoon.
These storage lagoons are utilized when wastewater cannot be discharged or land
applied or when a deficiency in the treatment process occurs which requires wastewater
to be treated further.
The purpose of the 28 MG storage lagoon is to temporarily hold wastewater when it
cannot be land applied (during wet weather or when the maximum land-applied flow has
been met) and cannot be discharged to the Northeast Cape Fear River if the 1.0 mgd
discharge flow limit has been met.The dimensions of this storage lagoon are 490 feet by
850 feet by 9 feet deep. Water flows to this lagoon from the effluent wastewater
transfer pumps and is able to be sent back to the irrigation pump station by gravity. Both
flow directions utilize a 12-inch force main to transport the wastewater to and from the
storage lagoon.
The purpose of the 5-Day Upset lagoon is to temporarily hold wastewater when it
exceeds permit limits for discharge, most notably when the treated wastewater has a
high turbidity. A control system measures turbidity after treated wastewater exits the UV
disinfection system, and if the turbidity exceeds a pre-set value the control system
diverts the wastewater to the 5-Day Upset lagoon. The dimensions of the upset lagoon
Town of Mount Olive, NC - WWTP Improvements Page 28 of 57
Preliminary Engineering Report

are 370 feet by 330 feet by 9 feet deep. Water flows to this lagoon from the effluent
transfer pumps and is able to be sent back to the beginning of the oxidation ditches. Both
flow directions utilize a 12-inch force main to transport the wastewater to and from the
storage lagoon.
2) Condition
The 28 MG storage lagoon is in adequate working condition. However, algae growth and
other suspended solids in the lagoon seem to be causing some of the operational issues
with the irrigation pumping system and strainer clogging. The NCDWR inspection report
stated there are holes and tears in the liner. However, the overall condition of the liner in
this lagoon is not known since water consistently covers the bottom portion of the basin.
This portion of the liner should be inspected to ensure that no large holes or tears are
present causing wastewater to seep into groundwater.
The 5-day upset lagoon has condition issues that are preventing it from being utilized at
this time. Large holes/tears are present in the liner which allow water in the lagoon to
potentially seep into groundwater underneath the storage basin. The wastewater in this
lagoon is considered insufficiently treated since it does not meet the plant's Non-
Discharge permit discharge limits; therefore, unintended discharges to groundwater from
this lagoon could be a source of groundwater contamination. The liner of this lagoon
needs to be repaired before it can be utilized again. In addition, there is no flow meter on
the discharge line from the upset lagoon, which prevents operators from controlling the
discharge flow back to the oxidation basins.
3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
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rh
Photo 27. 5-day upset lagoon Photo 28. 28 MG storage lagoon
Town of Mount Olive, NC- WWTP Improvements Page 29 of 57
Preliminary Engineering Report

t r
•
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Photo 29.Tear in existing 5-day upset Photo 30. Exposed slope on 5-clay upset
lagoon liner lagoon
Land Application Fields
1) Description
The land application fields are utilized for irrigating treated wastewater from the WWTP.
Water flows from the irrigation pump station to drip irrigation tubes on fields which
provide water a sycamore tree crop. There are sixteen (16) separate irrigation fields
totaling 123.29 acres which have a permitted average daily flow of 560,893 gpd.The drip
irrigation system consists of 20 mm tubing with 0.52 gallon/hour emitters, and the
parallel rows are spaced at approximately 10 feet.
2) Condition
The irrigation fields are in good working condition. The main problem with the overall
irrigation and land application system, as previously stated, is the irrigation pump/strainer
system, which prevents complete utilization of the fields. There is also some discrepancy
in the total acreage that can be utilized for drip irrigation.The WWTP's Reclaimed Water
Permit states that 145.5 acres of fields are able to be utilized for drip irrigation, while a
survey performed in 2010 states only 123.29 acres of fields are utilized. This reduces the
overall amount of treated wastewater that can be applied to the fields, since this amount
is partially determined by the available acreage available for irrigation.
Town of Mount Olive, NC - WWTP Improvements Page 30 of 57
Preliminary Engineering Report

1 3) Recent Improvements and Upgrades
No recent improvements or upgrades have been made.
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Photo 31. Sycamore trees in drip irrigation Photo 32. Drip irrigation field for land
field application of treated wastewater
2.4 Financial Status of Existing Facilities
The Town of Mount Olive's current sewer rates are shown in Table 2-3 and the existing
sewer usage rates are shown in Table 2-4. The Town has uniform sewer rates for
customers within Town limits and outside of the Town. The billing rates are also the same
for residential and commercial/industrial users. Bulk sewer is provided at a slightly lower
billing rate; the only current bulk sewer user is the Town of Calypso.
The Town currently has 1,943 residential customers that supply approximately 6,399
gallons per month each to the WWTP.There are currently 302 commercial/industrial users
that supply approximately 19,948 gallons per month each to the WWTP.The Mount Olive
Pickle Company and the Town of Calypso are the two largest individual customers by
volume, which use a combined sewer flow of approximately 1.73 million gallons each
month.
Tables 2-5 and 2-6 show the existing annual water and sewer annual operating budget(FY
2018/2019) and the existing debt for the water and sewer fund, respectively.
Town of Mount Olive, NC - WWTP Improvements Page 31 of 57
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Table 2-3
Current Sewer Rate Schedule
In-Town Out-of-Town
Residential
Minimum Charge(up to 1,000 gallons) $ 17.00 $ 17.00
Cost per 1000 gallons $ 7.32 $ 7.32
Commercial/Industrial
Minimum Charge(up to 1,000 gallons) $ 17.00 $ 17.00
Cost per 1000 gallons $ 7.32 $ 7.32
Bulk
Cost per 1,000 gallons $ 6.86 $ 6.86
Table 2-4
Existing Average Usage
Total Average Monthly Total Average
Existing Usage/User Monthly Usage
Users (gallons) (gallons)
Residential 1,943 3,822 7,426,146
Typical Commercial/Industrial 302 11,759 3,551,218
Bulk Users
Mount Olive Pickle Company 1 776,209 776,209
•
Town of Calypso 1 951,286 951,286
Total Average Gals/Month = 12,704,859
Total Average MGD = 0.42
Town of Mount Olive, NC- WWTP Improvements Page 32 of 57
Preliminary Engineering Report
�I 1

Table 2-5
Existing Annual Operating Budget(FY 18/19 Actual)
Annual Revenues
Sewer Sales(Customer Charges) $1,457,908.00
Tap Fees $8,000.00
Interest $0.00
FEMA Grant $0.00
(Other) $37,743.00
Total Annual Revenues $1,503,651.00
Annual Expenses
Annual Operations& Maintenance:
Personnel(i.e.Salary, Benefits, Payroll Tax, Insurance, $719,580.00
Training)
Utilities $118,500.00
Contracted Services $118,000.00
Maintenance and repairs $92,000.00
Departmental Supplies and Equipment $32,500.00
Other* $111,250.00
Capital Outlay:Sewer expansion $33,000.00
Sub-total $1,224,830.00
*Includes telephone&postage,travel expenses, fleet management, uniforms, tree farm
expenses,and contingency
Annual Debt Payments:
Total Principal and Interest $549,035.17
Reserve Accounts:
Debt Service Reserves $13,757.00
Short Lived Asset Reserves $19,096.00
Sub-total $32,853.00
Total Annual Expenses $1,806,718.17
Surplus/ (Deficit) $ (303,067.17)
Town of Mount Olive, NC - WWTP Improvements Page 33 of 57
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Table 2-6
Existing Debt
Existing Loan#1 Existing Loan#2
Date of loan: 1/22/2008 Date of loan: 1/22/2008
Owed to: USDA Owed to: USDA
Security for the loan: General Obligation Bonds Security for the loan: General Obligation Bonds
(2008B) (2008A)
Purpose: WWTP Expansion Purpose: WWTP Expansion
Original amount of Original amount of
Loan: $ 1,000,000.00 Loan: $ 4,000,000.00
Term of loan(yrs): 40 Term of loan(yrs): 40
Interest Rate: 4.375% Interest Rate: 4.375%
Date of first payment: 6/1/2009 Date of first payment: 6/1/2009
Date of last payment: 6/1/2047 Date of last payment: 6/1/2047
2018 Annual principal 2018 Annual principal
and interest payments: $ 53,850.00 and interest payments: $ 217,181.25
Annual reserve Annual reserve payment
payment required by None required by the debt None
the debt instrument: instrument:
Current balance owed: $ 857,000.00 Current balance owed: $ 3,420,000.00
Existing Loan#3 Existing Loan#4
Date of loan: 1/22/2008 Date of loan: 4/9/2012
Owed to: USDA Owed to: First Citizens Bank
Security for the loan: Revenue Bonds Security for the loan: Revenue Bond
Purpose: WWTP Expansion Purpose: WWTP Expansion
Original amount of Original amount of
Loan: $ 1,370,000.00 Loan: $ 729,000.00
Term of loan(yrs): 40 Term of loan(yrs): 40
Interest Rate: 4.375% Interest Rate: 2.75%
Date of first payment: 6/1/2009 Date of first payment: 6/1/2014
Date of last payment: 6/1/2047 Date of last payment: 6/1/2051
2018 Annual principal $ 75,068.85 2018 Annual principal $ 30,782.50
and interest payments: and interest payments:
Annual reserve Annual reserve payment
payment required by $ 7,506.90 required by the debt $ 3,078.30
the debt instrument: instrument:
Current balance owed: $ 1,169,000.00 Current balance owed: $ 658,000.00
Table continued on next page.
Town of Mount Olive, NC- WWTP Improvements Page 34 of 57
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Existing Loan#5 Existing Loan#6
Date of loan: 1/19/2004 Date of loan: 4/16/2019
NC Clean Water Loan and
Owed to: Grant Program(PWS) Owed to: USDA
Security for the loan: Low Interest Loan Security for the loan: Revenue Bonds(2019A)
Purpose: WWTP Expansion Purpose: Sewer Force Main
Original amount of $ 2,045,800.00 Original amount of $ 512,000.00
Loan: Loan:
Term of loan(yrs): 17 Term of loan(yrs): 40
Interest Rate: 5.25% Interest Rate: 3.25%
Date of first payment: 5/1/2005 Date of first payment: 6/1/2019
Date of last payment: 5/1/2021 Date of last payment: 6/1/2058
Annual principal and
2018 Annual principal interest payments
and interest payments: $ 140,433.77 required by the debt $ 23,412.50
instrument:
Annual reserve Annual reserve payment
payment required by None required by the debt $ 2,341.30
the debt instrument: instrument:
Current balance owed: $ 240,682.30 Current balance owed: $ 505,000.00
Existing Loan#7
Date of loan: 4/16/2019
Owed to: USDA
Security for the loan: Revenue Bonds(2019B)
Purpose: Sewer Force Main
Original amount of $ 200,000.00
Loan:
Term of loan(yrs): 40
Interest Rate: 2.75%
Date of first payment: 6/1/2019
Date of last payment: 6/1/2058
Annual principal and
interest payments
required by the debt $ 8,306.30
instrument:
Annual reserve
payment required by $ 830.60
the debt instrument:
Current balance owed: $ 196,000.00
Town of Mount Olive, NC - WWTP Improvements Page 35 of 57
Preliminary Engineering Report

3 NEED FOR PROJECT
The Town of Mount Olive WWTP has violated its NPDES permit numerous times since
2013 and is currently under a Sewer Moratorium because the North Carolina Division of
Water Resources (NCDWR) determined that the Town's overall wastewater system was
unable to adequately collect and treat waste tributary to the WWTP. The Sewer
Moratorium prevents the addition of new sewer taps,sewer extensions,or additional flow
to the Mount Olive collection system. Copies of the Notice of Violation (NOV) letters and
a copy of the Notification of Sewer Moratorium may be found in Appendix D.
The Notification of the Sewer Moratorium notes the following areas of violation:
1. Tears in the liner for the 5-Day Upset Lagoon and Storage Pond
2. Failure of disc filter to operate irrigation system (AMIAD strainer)
3. Inadequate capacity of the influent pump station
4. Excessive infiltration and inflow in the collection system
3.1 Health, Sanitation,and Security
There are several direct human health and safety and environmental concerns at the
WWTP.
1. The valves that control air flow to the oxidation ditches are located below the
center walkway of the oxidation ditches. This forces operators to lay down and
hang over the side of the walkway whenever the air supply needs to be adjusted.
This is a dangerous practice as it puts operators in direct contact with
wastewater and in a situation where they could easily fall into untreated
wastewater.
2. There is no easy way for operators to remove and maintenance pumps and
valves in the RAS/WAS pump station and influent pump station added in the
most recent WWTP upgrade. This forces operators to manually lift valves and
pumps which could result in operator injury.
3. The tertiary filters overflow to the effluent filter channel during high flow
periods, which can potentially send unfiltered wastewater to the Northeast Cape
Fear River.
4. There have been numerous overflows at the WWTP at the manhole directly
upstream of the influent pump station. Contact with and exposure to these
overflows of raw wastewater may put operators in danger at the WWTP.
5. Once raw wastewater or insufficiently treated wastewater has overflowed at the
plant there is no way to prevent it from polluting the surrounding environment.
3.2 Aging/Failing Infrastructure
Much of the existing WWTP infrastructure is not operating as designed and as a result
there have been multiple NPDES permit violations, the majority of which have been flow
violations. Problems associated with aging/failing infrastructure include:
1. The WWTP treatment infrastructure is rated to treat 2.0 MGD, however, the
existing Non-Discharge permit only allows the WWTP to discharge up to 560,000
GPD to the reclaimed water application fields. To further exacerbate the problem,
the existing drip irrigation system is only capable of discharging up to 300,000 GPD,
Town of Mount Olive, NC- WWTP Improvements Page 36 of 57
Preliminary Engineering Report

as the existing strainer that filters water returning from storage pond for irrigation
quickly clogs up with solids from the storage pond before the process must be ended
to backwash the strainer. This limits the plant to a total average daily discharge of
1.3 MGD.
2. Sewer overflows at the manhole upstream of the influent pump station have
occurred frequently in the past because the existing two largest pumps cannot
handle all of the incoming flow to the WWTP. The Town has received a number of
Notice of Violation letters for these sewer overflows.
3. There are no drains in the effluent halves of the two oxidation ditches at the WWTP.
This is causing an accumulation of sludge in the effluent halves of the oxidation
ditches which is covering and preventing the required maintenance of the air
diffusers. Without maintenance, the air diffusers may clog and reduce the efficacy of
biological treatment in the oxidation ditches.
4. The drains for the two oxidation ditches do not provide for a method of removing
the accumulated grit and solids from the oxidation ditch system. The drains flow to
the Return Activated Sludge (RAS) Pump Station where there is no option to remove
the solids from the system, as the RAS pumps can only return solids back to the head
of the ditches. The Waste Activated Sludge (WAS) Pump Station is the only way to
remove solids from the oxidation ditches, however, the existing pumps are not able
to remove heavy solids and grit. When an operator drains and cleans an oxidation
ditch, the accumulated grit and heavy solids drain to the RAS Pump Station where it
is returned back to the head of the oxidation ditch. Over time this allows sludge to
accumulate and could clog the air diffusers, which will adversely affect the treatment
of influent wastewater. This could result in eventually discharging an effluent to the
Northeast Cape Fear River that does not meet all NPDES permit limits.
5. The effluent flow meter is not accurately metering flow discharged to the Northeast
Cape Fear River. In the most recent WWTP upgrade, a manually operated weir gate
was installed directly downstream of the metering weir at the end of the UV
disinfection channel for restricting flow to the river and diverting flow to the land
application system. However, when this weir gate is raised and flow is diverted to
the land application system the flow meter reads a higher flow going to the
Northeast Cape Fear River because the method of metering flow is based on the
water level at the end of the UV disinfection channel. The failure to accurately
report the discharge volume to the river could be considered a violation of the
WWTP's NPDES permit.
6. There are tears in the polyethylene liners of the 5-Day Upset Pond and 28-million-
gallon storage pond. These tears need to be repaired to allow the ponds to be used
as designed and prevent the WWTP from violating their NPDES permit by
discharging too much treated wastewater or insufficiently treated wastewater to the
Northeast Cape Fear River.
7. Excessive infiltration & inflow (1&1) due to aged and failing collection system
infrastructure is putting unnecessary strain on the WWTP and causing sanitary
sewer overflows at the manhole immediately upstream of the influent pump station.
This has already led to numerous NOVs from NCDWR.
Town of Mount Olive, NC- WWTP Improvements Page 37 of 57
Preliminary Engineering Report

3.3 Reasonable Growth
The Sewer Moratorium effectively stops the Town from growing by preventing the addition of
new sewer taps, sewer extensions, or additional flow to the collection system. The intent of the
project is to allow the WWTP to be permit compliant, remove the Sewer Moratorium. As such,
the project proposed in this PER is required to allow for normal growth in the Town of Mount
Olive.
Town of Mount Olive, NC- WWTP Improvements Page 38 of 57
Preliminary Engineering Report

4 ALTERNATIVES CONSIDERED
Certain alternatives were mentioned in design discussions but not extensively considered as part
of the project, as they were deemed financially and technically infeasible.Alternatives that were
deemed infeasible include:
1) Request for increased discharge allowance through the NPDES permit:
o Infeasible due to firm stance by NCDWR that plant improvements must occur and that
NPDES discharge limits cannot be increased
2) Repair and rehabilitate existing drip irrigation system:
o Infeasible due to condition of existing irrigation system
• Rehabilitation would require complete replacement of existing filter and drip
lines due to algae and sediment building up in the current piping that cannot be
flushed out
• After replacement of the filter and drip lines, the same algae growth conditions
will develop in the storage pond due to the nitrogen and phosphorous content in
the effluent and the exposure of the pond to sunlight. Algal growth would still
occur when the storage pond is over the extended storage capacity during
inclement weather.The presence of this algae and/or duckweed would continue
to bind the filters and drip irrigation piping due to the fine mesh required on the
filters and small diameter piping and emitters inherent to the drip irrigation
system. Complete replacement of the current system with spray irrigation
distribution lines, which utilize larger spray nozzles or guns to prevent clogging
and operate at a higher pressure, was considered the only alternative to
efficiently address the algae clogging issue. Effectively utilizing the spray
irrigation system requires removal of the sycamore trees and replacement of the
cover crop with the lower profile Bermuda Grass in order to effectively distribute
the effluent in larger spray patterns.
3) Construction of a new Mt. Olive WWTP facility:
o Infeasible because of high capital cost to construct a new plant and the expansion and
improvements that were already made on the existing WWTP in 2008, which
represents a substantial investment in the existing facility
4.1 Alternative 1 - No Action Taken (Do Nothing)
4.1.1 Description
The No Action Taken (Do Nothing) alternative would allow the Mount Olive WWTP to continue
to operate at its current condition. As described in previous sections,the condition of the majority
of the current infrastructure is very poor and the mode of operation of most of the major treatment
processes is inefficient. By doing nothing, the Town would continue to have sewer overflows at
the manhole prior to the influent pump station,send unfiltered wastewater to the Northeast Cape
Fear River, and spend un-budgeted funds on clean-up and fines from NCDEQ. Furthermore, this
Town of Mount Olive, NC - WWTP Improvements Page 39 of 57
Preliminary Engineering Report

would keep the Town under sewer moratorium, effectively stopping the economic growth of the
town. The needs of the WWTP fall outside of regular maintenance and require funds for major
improvements. If no action is taken the problems with the current infrastructure and operation
processes will persist, along with the health and sanitation, environmental, and economic issues
directly associated with them.
Considering the potential consequences of taking no action to rehabilitate the Mount Olive
WWTP, the No Action Taken (Do Nothing) alternative was deemed technically infeasible and is
not a recommended alternative for this project.
4.1.2 Cost Estimates
As Alternative 1 was deemed infeasible, project cost estimates are not provided below.
Table 4-1 provides the estimated annual operating and maintenance expenses for Alternative 1.
Table 4-1
Alternative#1
Annual Operating& Maintenance Expenses
Personnel(i.e. Salary, Benefits, Payroll Tax,
Insurance, Training) $744,371.00
Utilities $119,500.00
Contracted Services $118,500.00
Maintenance and repairs $95,500.00
Departmental Supplies and Equipment $34,500.00
Other $123,667.00
Capital Outlay: Water and sewer expansion $12,000.00
Total Annual Expenses $1,248,038.00
4.2 Alternative 2 - WWTP Infrastructure,Application Field,and Collection System Rehabilitation
4.2.1 Description
Alternative 2 will make improvements to the WWTP and collection system that would allow the
Division of Water Resources to remove the sewer moratorium on the Town's WWTP. To address
the issues at the plant the following improvements would be made:
1. Clear and grub the existing fields, replace existing drip irrigation with fixed-head spray
irrigation system, and plant grass crop.
a. This item will remove the 145.5 acres of existing drip irrigation system and hybrid
sycamore tree crop and replace with a spray irrigation system (fixed-head spray
guns)and grass crop, such as fescue or coastal bermuda.This will allow the WWTP
to more effectively utilize the existing 28-million-gallon storage pond and stop
discharging more treated effluent to the Northeast Cape Fear River than is
currently allowed by their existing NPDES permit. This will remove the existing
problems with the AMIAD strainer because spray irrigation will not require such
fine screening. Erosion control for this work and other project related work is
covered in a separate item.
Town of Mount Olive, NC- WWTP Improvements Page 40 of 57
Preliminary Engineering Report

2. New Irrigation Pump Station
a. This item will cover the construction of a new irrigation pump station near the
existing 28-million-gallon storage pond. This new pump station is required to
effectively provide reclaimed water to the new spray heads at the higher required
pressures for proper spray irrigation. This item will likely consist of a new wetwell,
new vertical turbine pumps, and all required ancillary controls and electrical
equipment. This will allow the WWTP to more effectively utilize the existing 28-
million-gallon storage pond and stop discharging more treated effluent to the
Northeast Cape Fear River than is currently allowed by their existing NPDES
permit. Water from the storage pond already meets the reclaimed water standard
requirement for water discharged for land application.
b. The existing irrigation pump station currently pumps treated water from a common
wet well to both the storage pond and to the drip irrigation fields. The station
utilizes two pumps for transporting water to the storage pond,and three pumps for
transporting water to the irrigation system.The three existing irrigation pumps will
be decommissioned or used for another beneficial purpose, because they are
undersized for the new spray irrigation system. Removing these pumps from the
existing irrigation pump station will address issues that have been occurring with
the common wet well, because the wet well will now be used solely by the two
pumps that direct water to the storage pond. The existing pump station will
continue to be used for pumping water to the storage pond,while the new irrigation
pump station will pump water to the new irrigation system.
3. New Manual Bar Screen for Existing Influent Bypass Pump Station
a. This item will cover the installation of a new manual bar screen in the existing
channel prior to the influent bypass pump station. This channel used to house the
WWTP's screening system prior to the last upgrade in 2008. This item is needed
to screen wastewater that is diverted from the influent pump station during high
flow periods prior to pumping it to the existing equalization basin. Screening the
wastewater prior to pumping it through the influent bypass pump station will
prevent solids from damaging the influent bypass pumps and upsetting treatment
processes downstream in the equalization basin, oxidation ditch, clarifiers, and
filters.
4. Rehabilitate Influent Bypass Pump Station
a. The original influent pump station for the WWTP has been converted into an
influent bypass pump station by the plant staff by redirecting high flows the
influent bypass pump station cannot handle to the bypass pump station wetwell.
The influent bypass pump station pumps were damaged and rendered inoperable
by Hurricane Florence. This item will return the influent bypass pump station to
full operation and prevent future damage by installing a set of flood proof pumps
and moving all vulnerable equipment above the floodplain. The influent bypass
pump station is required to handle flow from existing treatment basin and filter
overflows, filter backwash, and digester supernatant and return it to the existing
equalization basin. Currently, the existing influent pump station receives all basin
and filter overflows, filter backwash, and digester supernatant, which skews
influent flow measurement and puts unnecessary pressure on the existing influent
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pumps. This problem can be remedied by returning the influent bypass pump
station to full service.
5. Headworks Mechanical Bar Screen Repair
a. The existing mechanical bar screen at the WWP headworks is currently out of
service and needs repair work that is outside of the realm of regular maintenance
that plant staff can perform. Under this item, the existing headworks mechanical
bar screen will be repaired to allow the headworks to fully screen the WWTP design
influent flow.
6. Yard Piping Rerouting
a. Much of the existing WWTP yard piping is known to drain to the influent pump
station, including overflow lines from basins, filter overflow, filter backwash, and
supernatant from the digesters. However, without a thorough site investigation it
is not clear just how much yard piping drains to the influent pump station and skews
influent metering data. To fix this problem, under this item yard piping that is
known to drain to the influent pump station will be re-routed to the influent bypass
pump station where it will then be pumped to the equalization basin for later
treatment. The existing sand drying beds that are not in use will also be fully
abandoned and capped so that stormwater will not drain to the influent pump
station. Stormwater will drain to daylight per applicable permit regulations.
Additionally, a thorough review of the WWTP site, e.g. dye testing, will be
conducted to determine if any other lines are draining to the influent pump station
and will be subsequently rerouted or closed.
7. Equalization Basin Improvements
a. Improvements will be made to the existing equalization basin to allow it to be fully
utilized and accept flow from the influent bypass pump station. Under this item the
existing effluent box will be cored to allow for the installation of a floating decanter
that can be adjusted to control flow from the equalization basin to the oxidation
ditches. An actuated valve will also be added to add more flow control to the
effluent box. Additionally, to keep the equalization basin well mixed and aerated
two (2) floating aerators/mixers will be installed.
8. Clean 12-inch Line from Equalization Basin to Oxidation Ditches
a. The 12-inch line that connects the equalization basin to the oxidation ditches is
thought to be clogged with solids and plant staff indicate that it will not drain. This
item would clean this existing 12-inch line by either pigging the line or installing
cleanouts to allow for cleaning with water, whichever is more cost effective
following the bidding process. For either option, cleanouts will be installed to allow
cleaning in the future.
9. New Adjustable Weir Gate for Headworks
a. Plant staff indicate that the existing weir is set to overflow from the headworks to
the equalization basin even if the headworks can handle the influent flow.This weir
cannot be adjusted and the plant staff have plugged the line to prevent overflow
from reaching equalization basin. This item will cover the installation of a new
adjustable weir gate that will allow the operators to control flow from the
headworks to the equalization basin.
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10. Oxidation Ditch Improvements
a. The oxidation ditches are heavily inundated with sludge which covers up existing
diffusers and could lead to degraded treatment. This item will fix this problem by
installing sludge pumps in each anoxic and aeration basin to allow for the removal
of sludge from the bottom of the ditches in the future. Additionally, to allow for
easier operation of air supply valves from the center walkway, extensions will be
installed for each handle. This will not force operators to lay down and hang over
the ditch to operate the existing air supply valves.
11. RAS/WAS Discharge Line Improvements
a. Allowing the RAS pumps to pump to the digester through the existing WAS piping
will better facilitate the removal and disposal of accumulated grits and solids from
the oxidation ditches. This will be accomplished under this item by installing a 10-
inch plug valve on the discharge of the RAS pumps. The valve will be installed with
a box and above ground manual gear operator outside of the RAS/WAS Pump
station building to prevent interference with the meter. Additionally, blowoff
valves will be installed by tapping the discharge lines of each pump prior to the
check valve to allow for air release. Air and discharged wastewater from the valves
will be run back to the RAS and WAS wetwells through plastic tubing. Meters and
level sensors will also be adjusted to improve accuracy and overall biological
treatment efficiency.
12. Secondary Clarifier Improvements
a. The newest clarifier has settled unevenly and wastewater flows more freely over
the western side of the clarifier than the eastern side, which could lead to solids
overflowing the weirs. Plant staff have indicated that the existing weir plates
cannot be adjusted anymore. Under this item, the existing weir plates would be
replaced on the newer clarifier with wider weir plates that will allow for more
adjustment and balance of the clarifier effluent flow over the weir.
13. New Effluent Parshall Flume
a. The existing effluent metering system is inaccurate as described in Section 2.0.
Under this item, a new effluent Parshall Flume will be installed downstream of the
existing UV treatment/effluent structure on the existing 16-inch outfall pipe. The
new Parshall Flume would be installed with an ultrasonic level transducer, flow
meter, aluminum handrails, and sidewalk surrounding the structure. This item will
also cover the necessary bypass pumping during installation.
14. New Aeration Blower MCC Shelter
a. The motor control center(MCC) for the aeration blowers for the oxidation ditches
frequently overheats during the summer months. Under this item a new shelter
will be installed and secured with concrete footings over the existing MCC to
prevent overheating and blower downtime.
15. New Influent and RAS/WAS Pump Station Cranes
a. The placements of pumps and valves in the influent and RAS/WAS Pump Stations
has made it very difficult for plant staff to remove equipment for maintenance
without running the risk of getting injured. Under this item, jib cranes will be
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installed in the existing influent and RAS/WAS Pump Stations to facilitate easier
removal of equipment for maintenance and reduce the risk of operator injury.
16. Traveling Bridge Tertiary Filters
a. Treatment plant staff have observed sand in the effluent channels of the filters
constructed in 2008. Staff has observed gaps between the filter bottom plates of
up to a half of an inch that need to be caulked and filled. Under this item, a work
crew will be brought in to repair the existing filters. Filter cells will be removed
where necessary and gaps between the filter bottom plates will be filled with an
appropriate sealant.
17. Spare and Replacement Parts for Treatment Equipment and Basins
a. Under this item, oxidation ditch mixers and wall pumps will be replaced to increase
the efficiency of the plant and provide spares that can be quickly put into service if
the duty set of equipment is damaged. Additionally, a diesel bypass pump will be
provided to temporarily pump reclaimed water from the 28-million-gallon storage
pond to a temporary spray irrigation system in Fields 9 and 10. The intent is to
provide a means to temporarily dispose of treated wastewater more efficiently until
the new spray irrigation system is installed.This will allow the WWTP to send more
treated effluent to the existing irrigation fields instead of the Northeast Cape Fear
River, prevent NPDES permit violations during the construction process, and enter
into a Special Orders by Consent(SOC)agreement with NCDWR.When the project
is completed the temporary bypass pump may be used by the Town for other
beneficial uses, such as lift station bypass pumping at the WWTP or within the
collection system.
b. During the period utilizing the temporary spray system on fields 9 and 10 and after
the installation of the full spray irrigation system, the management of bermuda
grass fields will be contracted out by the Town to local farmers.The farmers will be
responsible for seeding, watering, mowing, bailing of hay, and other associated
activities, using their own equipment and laborers. The farmers will manage the
spray fields with guidance and observation from the Town. Staff from the Town
will be responsible for maintenance on the temporary and permanent irrigation
p g
systems once they are installed. The Town has tractors, bushings, and small, all-
terrain vehicles available for use during maintenance operations.
18. Gravity Sewer Replacement/Rehabilitation
a. Much of the high flow at the WWTP is attributable to inaccurate flow metering and
the way that yard piping drains to the influent pump station. However, past projects
and studies have shown that the Town of Mount Olive is inundated with infiltration
and inflow (I&I). The Town has addressed many of its problem I&I areas, but many
areas with old gravity mains and manholes remain. Under this item the gravity
mains and manholes on the streets listed below will be replaced with conventional
dig and replace methods to reduce the amount of I&I that must be treated by the
WWTP. The following streets are known to have very old manholes and gravity
lines that have never been replaced or repaired since original installation and are
likely the source of considerable l&l.
i. Dill Street (8-inch asbestos cement gravity sewer)
ii. Sedberry Lane (8-inch asbestos cement gravity sewer)
iii. Ann Street (8-inch asbestos cement gravity sewer)
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iv. Wells Street 8-inch asbestos cement gravity sewer)
g Y
v. Francis Street(8-inch asbestos cement gravity sewer)
b. Dig and replace is stated to be the sewer line rehabilitation method selected for the
project due to the nature of Mount Olive's existing sewer collection system. The
pipes being replaced are made of vitrified clay constructed in 4'sections with grout
seals. The use of vitrified clay has the benefit of low corrosion over time, but the
grout seals may have failed leading to the high rates of I&I. The brittleness of
vitrified clay makes methods other than dig and replace, such as CIPP or pipe
bursting, less likely to succeed. It is therefore assumed that the project will utilize
solely dig and replace methods as a worst-case scenario for cost and disruption.
However, once the project is underway CCTV will be used to determine if
alternative methods to dig and replace could be viable. These alternatives will be
considered during the design phase of the project.
4.2.2 Design Criteria
Alternative 2 will be designed to provide the WWTP with a maximum treatment capacity of 2.0
MGD, a discharge capacity to the Northeast Cape Fear River of 1.0 MGD, and a discharge
capacity to the application fields of 560,893 gpd. These capacities will meet the existing
permitted limits.
Modifications and improvements to the WWTP will be designed in accordance with North
Carolina Administrative Code (NCAC) rules used by the Division of Water Resources (DWR). The
rules and regulations pertaining to the design and operation of wastewater treatment facilities are
contained in Title 15A NCAC Environment and Natural Resources, Subchapter 02T, Waste Not
Discharged to Surface Waters.
4.2.3 Map and Process Flow Schematic
See Appendix F for a map of proposed facilities, proposed project maps and process flow
schematic of Alternative 2.
4.2.4 Environmental Impacts
See Appendix A for a map of surrounding wetlands, 100/500-year floodplains, and major
streams/rivers. Additionally, please see the attached Environmental Assessment prepared with
this PER.
The upgrades and improvements will occur within the current facility boundaries. Environmental
impacts from this alternative are expected to be minimal. Potential adverse effects include:
• The tree crop on all existing irrigation fields will be removed and replaced with grass crop
under this project,which will lead to potential erosion and sedimentation. However,these
impacts will be temporary and will be mitigated by NCDEQ permit required erosion control
measures that will be maintained during construction activities.
• Removal of woodland habitat will be required when replacing the existing tree crop with
grass crop. However, removal of the woodland wildlife habitat established in the irrigation
fields will be mitigated through the conversion of the woodlands to an open land grass
cover crop, resulting in no net loss of overall habitat.
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• Disturbance to maintained vegetation such as turf grass from construction activities will
occur. Areas will be reseeded following construction activities.
• There will likely be temporary impacts to air quality from dust and exhaust during
construction activities. However, no long-term impacts are anticipated.
• There will likely be temporary impacts from the noise of construction activities. However,
these impacts will not be long term and will be mitigated by restricted work hours for
construction activities.
• There will likely be temporary impacts from increased traffic to the WWTP site and the
gravity sewer main replacement/rehabilitation work. However, these impacts will be
temporary and will be mitigated by traffic control plans to allow access to homes and
businesses during construction.
• There may be indirect and cumulative impacts to general land use in the Town and
surrounding area due to increased development which may occur due to the removal of
the sewer moratorium through this project. However, it is anticipated that indirect and
cumulative changes in land use will be mitigated through the use of the Town Land
Development Ordinances
No impacts to existing streams or wetlands are anticipated under this project since the
construction area is outside of all existing wetlands, streams, and FEMA floodplain areas.
There will likely be an overall net benefit to the environment with the completion of this project
for the following reasons:
• The project will increase the use of reclaimed water for irrigation. The use of reclaimed
water helps reduce demand on potable water use and groundwater use for irrigation
activities.
• It is possible the proposed project will have multiple benefits to surface water quality as a
result of the increased effectiveness of wastewater treatment and reduced discharge of
treated wastewater to the Northeast Cape Fear River.
4.2.5 Land Requirements
This alternative will utilize land already owned by the existing WWTP. Additionally, all gravity
sewer work will occur in Town maintained streets and right-of-way. No additional land will be
leased or acquired to complete this project.
4.2.6 Potential Construction Problems
No major construction problems are anticipated with this alternative. A minor potential
construction problem is the need to keep the plant in service at all times during construction.
Temporary bypass pumping will be required for the installation of the effluent Parshall Flume.
Work on the oxidation ditches will require taking one ditch out at a time for construction activities.
This will require careful planning with plant staff and will be handled prior to and during
construction.
Conflicts with existing utilities at the WWTP site are another concern,and further thorough review
of existing record drawings and the performance of field locations will be necessary during the
design phase.
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4.2.7 Sustainability Considerations
The project will increase water sustainability by reducing the demand on potable water and
groundwater use for irrigation purposes. Therefore, the project will increase water sustainability
for the Town and surrounding area.
4.2.8 Cost Estimates
Table 4-2 provides an estimated construction cost for Alternative 2. Construction costs are
based on information from equipment manufacturers, data from the RS Means Heavy
Construction Cost Data book, and recent bid tabulations for similar projects. Table 4-3 provides
the total estimated project cost for Alternative 2. The estimated project cost includes an
estimate of construction cost, engineering design services, construction administration and
observation, legal and administration fees, permitting fees, a 3.19% interest rate during
construction, and a 5% contingency. Table 4-4 provides the estimated annual operating and
maintenance expenses for Alternative 2.The proposed stand-by diesel pump would produce
small increases in operation and maintenance cost. The installation of new electrical pumps and
equipment will increase the cost of electricity to operate the plant.
Table 4-2
Alternative#2-Estimated Construction Costs
Item Description* Quantity Unit Unit Cost Extended Cost
Bonds,Insurance,Mobilization 1 LS $ 129,200.00 $ 129,200.00
Site Work 1 LS $ 19,000.00 $ 19,000.00
Clear and Grub Existing Fields 1 LS $ 655,500.00 $ 655,500.00
Prepare and plant grass crop 1 LS $ 239,400.00 $ 239,400.00
Replace Existing Drip Irrigation with _ _
Spray Irrigation
Subcosts - - - -
• Spray Heads 1 LS $ 437,000.00 $ 437,000.00
• Irrigation Mains&Piping 1 LS $ 847,400.00 $ 847,400.00
• Control Valves 1 LS $ 43,700.00 $ 43,700.00
Headworks Mechanical Bar Screen LS $ 29,355.00 $ 29,355.00
Repair 1
Replace Adjustable Weir on LS $ 9,500.00 $ 9,500.00
Headworks 1
Equalization Basin Flow Control 1 LS $ 36,100.00 $ 36,100.00
Clean Equalization Effluent Line 1 LS $ 50,350.00 $ 50,350.00
New Floating Aerators for Equalization LS $ 94,050.00 $ 94,050.00
Basin 1
Rehabilitated Influent Bypass Pump LS $ 118,750.00 $ 118,750.00
Station 1
New Manual Bar Screen for Influent LS $ 47,500.00 $ 47,500.00
Bypass Pump Station 1
Yard Piping Rerouting 1 LS $ 52,250.00 $ 52,250.00
Sludge Pumps for Basin Draining 1 LS $ 95,000.00 $ 95,000.00
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Replace Weir Plates on Existing LS $ 9,500.00 $ 9,500.00
Clarifier 1
Repair Existing Tertiary Bridge Filters 1 LS $ 22,098.00 $ 22,098.00
RAS/WAS Line Modifications 1 LS $ 22,800.00 $ 22,800.00
New Irrigation Pump Station 1 LS $ 399,000.00 $ 399,000.00
New Effluent Parshall Flume 1 LS $ 195,700.00 $ 195,700.00
Influent and RAS/WAS Pump Station EA $ 7,600.00 $ 15,200.00
Cranes 2
Bray Valve Extensions 1 LS $ 2,850.00 $ 2,850.00
Install Blower MCC Shelter 1 LS $ 4,750.00 $ 4,750.00
Controls and Electrical Work 1 LS $ 190,000.00 $ 190,000.00
Abandon Sand Drying Beds 1 LS $ 14,250.00 $ 14,250.00
Lagoon Liner Repairs 2 EA $ 33,250.00 $ 66,500.00
Spare Parts 1 LS $ 95,000.00 $ 95,000.00
Erosion Control 1 LS $ 145,350.00 $ 145,350.00
Gravity Sewer Replacement Projects 1 LS $ 222,000.00 $ 222,000.00
Sub-total $ 4,309,053.90
Table 4-3
Alternative#2-Total Estimated Project Costs
Sub-total Construction Cost Estimate $ 4,309,053.90
Contingency @(10%)* $ 430,905.39
Engineering Services** $ -
Preliminary Engineering Report(Is)*** $ 35,000.00
Environmental Report(Is) $ 15,000.00
Basic Services(Is) $ 385,000.00
RPR-Resident Project Representative(hr)*** $ 300,000.00
Land and Rights-of-Way $ -
Legal Fees(Bond Counsel) $ 10,000.00
Legal Fees(Local Attorney) $ 16,000.00
Permit Fees $ 1,500.00
Administrative Costs $ 5,000.00
Capitalized Interest $ 172,541.00
Total $ 5,680,000.00
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Table 4-4
Alternative#2
Annual Operating& Maintenance Expenses
Personnel(i.e.Salary, Benefits, Payroll Tax, Insurance, Training)
$744,371.00
Utilities $119,500.00
Contracted Services $118,500.00
Maintenance and repairs $95,500.00
Departmental Supplies and Equipment $44,500.00
Other $143,667.00
Capital Outlay:Water and sewer expansion $12,000.00
Total Annual Expenses $1,278,038.00
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5 SELECTION OF AN ALTERNATIVE
5.1 Life Cycle Cost Analysis
A Life Cycle Cost Analysis is not required for the preliminary engineering analysis because
there is only one feasible alternative.
5.2 Non-Monetary Factors and Selection of an Alternative
A number of non-monetary factors were considered in the preliminary engineering
analysis. Alternative 1 would allow the Mount Olive WWTP to continue to operate at its
current condition. As described in previous sections, the condition of the majority of the
current infrastructure is very poor and the mode of operation of most of the major
treatment processes is inefficient. By doing nothing, the Town would continue to have
sewer overflows at the manhole prior to the influent pump station, send unfiltered
wastewater to the Northeast Cape Fear River, and spend un-budgeted funds on clean-up
and fines from NCDEQ. Furthermore, this would keep the Town under sewer
moratorium, effectively stopping the economic growth of the town. Without corrective
actions, NCDEQ may also begin civil penalties against the Town.The needs of the WWTP
fall outside of regular maintenance and require funds for major improvements. If no action
is taken the problems with the current infrastructure and operation processes will persist,
along with the health and sanitation, environmental, and economic issues directly
associated with them.
The selection of Alternative 2 would allow the WWTP to comply with its permitted
NPDES and Non-Discharge flow restrictions. This action will provide a number of
benefits, including: 1)The removal of the sewer moratorium, which will ultimately benefit
the economic growth and quality of life in Mount Olive and the surrounding area; 2) The
improvement in WWTP treatment quality and efficiency; 3) The increased use of
reclaimed water for irrigation purposes to grow a beneficial grass crop that may be sold
to generate revenue for the Town; 4) The reduction in treated wastewater flow going to
the Northeast Cape Fear River and the reduction in potential untreated wastewater
overflows to the Northeast Cape Fear River. Additionally, Alternative 2 will only have
minor and temporary adverse impacts to the surrounding environment as described in this
PER and the Environmental Assessment report provided with this PER.
Considering both monetary factors, non-monetary factors, existing plant conditions,
manufacturer recommendations, environmental assessments, and the needs of the Town
and Town's operating staff it was decided that Alternative 2 is the preferred alternative.
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6 PROPOSED PROJECT
6.1 American Iron and Steel (AIS) Requirement Statement
All iron and steel products used in the design and construction of the project will be produced
in the United States according to the USDA AIS requirement, as detailed in the following
statement from USDA's Rural Utility Service RUS Bulletin 1780-35,where"the Engineer" refers
to WithersRavenel:
"Services required to determine and certify that to the best of the Engineer's knowledge and
belief all iron and steel products referenced in engineering analysis, the Plans, Specifications,
Bidding Documents,and associated Bid Addenda requiring design revisions are either produced
in the United States or are the subject of an approved waiver; and services required to
determine to the best of the engineer's knowledge and belief that approved substitutes,equals,
and all iron and steel products proposed in the shop drawings, Change Orders and Partial
Payment Estimates are either produced in the United States or are the subject of an approved
waiver under Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division
A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies
Appropriations Act, 2017) and subsequent statutes mandating domestic preference. The term
"iron and steel products" means the following products made primarily of iron or steel: lined or
unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks,
flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and
construction materials."
6.2 Preliminary Project Design
The purpose of the project is to make improvements to the Town of Mount Olive's wastewater
treatment plant(WWTP) and replace/rehabilitate some gravity sewer mains that will allow the
North Carolina Division of Water Resources(NCDWR)to remove the sewer moratorium on the
WWTP.
The preferred alternative for improving the Town of Mount Olive WWTP is Alternative 2.
The proposed project includes the following. Maps and schematics of the proposed project
are shown in Appendix F.
1. Clear and grub the existing fields, replace existing drip irrigation with spray irrigation, and
plant grass crop.
2. New Irrigation Pump Station
3. New Manual Bar Screen for Existing Influent Bypass Pump Station
4. Rehabilitate Influent Bypass Pump Station
5. Headworks Mechanical Bar Screen Repair
6. Yard Piping Rerouting
7. Equalization Basin Improvements
8. Clean 12-inch Line from Equalization Basin to Oxidation Ditches
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9. New Adjustable Weir Gate for Headworks
10. Oxidation Ditch Improvements
11. RAS/WAS Discharge Line Improvements
12. Secondary Clarifier Improvements
13. New Effluent Parshall Flume
14. New Aeration Blower MCC Shelter
15. New Influent and RAS/WAS Pump Station Cranes
16. Repair Existing Tertiary Travelling Bridge Filters
17. Spare and Replacement Parts for Treatment Equipment and Basins
18. Gravity Sewer Replacement/Rehabilitation
6.3 Project Schedule
Table 6-1 summarizes the estimated timeline for the proposed project. The project
schedule assumes that the project will be completed in one overall phase.
Table 6-1
Project Schedule
Schedule Item Item Overall Calendar
(days) (days) Start: 4/30/2019
Preliminary Engineering Report(Review/Approval) 60
—First Submittal 0
—Agency Review 30
—Revised Submittal 30
—Final Review/Approval 15
Environmental Report(Review/Approval)
—First Submittal 0
—Agency Review 30
—Revised Submittal 30
—Final Review/Approval 15
—State Review/Advertisement 30
—Final Responses 5
—FONSI 5
All Other Application Items Provided 60
Funding Requirements 120 8/28/2019
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Pre-Bid Engineering Services* 210
-Preliminary Design Phase* 90
-Final Design Phase* 120
Permitting 30
Agency Plan Reviews/Approval 60
Land and Easement Acquisition 0
Pre-Bid Requirements 300 6/23/2020
Advertise for Bids 60
Bid Opening to Preconstruction Meeting 60
Notice-to-Proceed to Construction Completion* 365
Final Project Close Out 15
Bid-Construction Period 500
Total Project Schedule 920 11/5/2021
6.4 Permit Requirements
Multiple permits will be required prior to construction of the proposed project, including
but not limited to the following:
• Authorization to construct from NCDEQ
• Erosion Control Permit from NCDLR (if more than 1 disturbed acre)
• Wayne County Floodplain Development Permit(if required by Wayne County)
6.5 Total Project Cost Estimate
The total estimated capital cost for the proposed project is $5,667,000. Table 6-2
itemizes the total construction costs for the project. Table 6-3 shows the total project
cost.
Table 6-2
Alternative#2- Estimated Construction Costs
Item Description* Quantity Unit Unit Cost Extended Cost
Bonds, Insurance, Mobilization 1 LS $ 129,200.00 $ 129,200.00
Site Work 1 LS $ 19,000.00 $ 19,000.00
Clear and Grub Existing Fields 1 LS $ 655,500.00 $ 655,500.00
Prepare and plant grass crop 1 LS $ 239,400.00 $ 239,400.00
Replace Existing Drip Irrigation - _ _ _
with Spray Irrigation
Subcosts - - - -
Spray Heads 1 LS $ 437,000.00 $ 437,000.00
Irrigation Mains&Piping 1 LS $ 847,400.00 $ 847,400.00
Control Valves 1 LS $ 43,700.00 $ 43,700.00
Headworks Mechanical Bar 1 LS $ 29,355.00 $ 29,355.00
Screen Repair
Replace Adjustable Weir on 1 LS $ 9,500.00 $ 9,500.00
Headworks
Equalization Basin Flow Control 1 LS $ 36,100.00 $ 36,100.00
Clean Equalization Effluent Line 1 LS $ 50,350.00 $ 50,350.00
New Floating Aerators for 1 LS $ 94,050.00 $ 94,050.00
Equalization Basin
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Rehabilitated Influent Bypass 1 LS $ 118,750.00 $ 118,750.00
Pump Station
New Manual Bar Screen for 1 LS $ 47,500.00 $ 47,500.00
In fluent Bypass Pump Station
Yard Piping Rerouting 1 LS $ 52,250.00 $ 52,250.00
Sludge Pumps for Basin Draining 1 LS $ 95,000.00 $ 95,000.00
Replace Weir Plates on Existing 1 LS $ 9,500.00 $ 9,500.00
Clarifier
Repair Existing Tertiary Bridge 1 LS $ 22,098.90 $ 22,098.90
Filters
RAS/WAS Line Modifications 1 LS $ 22,800.00 $ 22,800.00
New Irrigation Pump Station 1 LS $ 399,000.00 $ 399,000.00
New Effluent Parshall Flume 1 LS $ 195,700.00 $ 195,700.00
Influent and RAS/WAS Pump 2 EA $ 7,600.00 $ 15,200.00
Station Cranes
Bray Valve Extensions 1 LS $ 2,850.00 $ 2,850.00
Install Blower MCC Shelter 1 LS $ 4,750.00 $ 4,750.00
Controls and Electrical Work 1 LS $ 190,000.00 $ 190,000.00
Abandon Sand Drying Beds 1 LS $ 14,250.00 $ 14,250.00
Lagoon Liner Repairs 2 EA $ 33,250.00 $ 66,500.00
Spare Parts 1 LS $ 95,000.00 $ 95,000.00
Erosion Control 1 LS $ 145,350.00 $ 145,350.00
Gravity Sewer Replacement 1 LS $ 222,000 $ 222,000
Projects
Sub-total $ 4,309,053.90
Table 6-3
Alternative#2-Total Estimated Project Costs
Sub-total Construction Cost Estimate $ 4,309,053.90
Contingency @(10%)* $ 430,905.39
Engineering Services** $ -
Preliminary Engineering Report(ls)*** $ 35,000.00
Environmental Report(Is) $ 15,000.00
Basic Services(Is) $ 385,000.00
RPR-Resident Project $ 300,000.00
Representative(hr)***
Land and Rights-of-Way $ -
Legal Fees(Bond Counsel) $ 10,000.00
Legal Fees(Local Attorney) $ 16,000.00
Permit Fees $ 1,500.00
Administrative Costs $ 5,000.00
Capitalized Interest $ 172,541.00
Total $ 5,680,000.00
Town of Mount Olive, NC- WWTP Improvements Page 54 of 57
Preliminary Engineering Report

6.6 Annual Operating Budget
The Town of Mount Olive does not currently have the funds available to construct the
preferred alternative. Therefore, securing funding from an agency, such as USDA, will
be required. No other funding for the proposed project has been secured to date.
Table 6-4 summarizes the proposed project funding.
Table 6-4
Proposed Project Funding
Owner Contribution $ -
USDA Rural Development Grant $ -
USDA Rural Development Loan $ 5,680,000
Total Funding $ 5,680,000
Future rate increases will be required to pay for any loan that is provided by USDA or
another funding agency as shown in Table 6-5. Securing grant funding from USDA or
another funding agency will significantly reduce the impact on the rates of consumers.
Table 6-5 shows the proposed rate schedule the Town will adopt to pay for the
proposed project assuming that only loan funding is available. Table 6-6 summarizes
the proposed budget after the rate structure changes and loan payments have been
adopted.
Table 6-5
Proposed Sewer Monthly Rate Schedule
In-Town Out-of-Town
Residential
Minimum Charge (up to 1,000 gallons) $36.78 $53.76
Cost per 1000 gallons $9.16 $10.20
Commercial/Industrial
Minimum Charge (up to 1,000 gallons) $38.59 $70.48
Cost per 1000 gallons $9.16 $10.20
Bulk
Cost per 1,000 gallons $7.20 $7.20
Town of Mount Olive, NC- WWTP Improvements Page 55 of 57
Preliminary Engineering Report

A short-lived assets reserve was calculated and is summarized below in Table 6-7. The costs
were estimated by adjusting the current quoted cost for each piece of equipment with an
assumed inflation rate of 3% for 15 years. It is assumed each of piece of equipment will last at
least 10 years if not more.
Table 6-6
Proposed Annual Operating Budget
Annual Revenues Existing Budget 1st Typical Year
FY(2018/2019) FY(2020/2021)
Sewer Sales(Customer Charges) $ 1,457,908.00 $ 2,214,943.45
Tap Fees $ 8,000.00 $ 2,000.00
Interest $ 0.00 $ 0.00
FEMA Grant $ 0.00 $ 0.00
(Other) $ 37,743.00 $ 0.00
Total Annual Revenues $ 1,503,651.00 $ 2,216,943.45
Annual Expenses
Annual Operations & Maintenance:
Personnel(i.e. Salary, Benefits, Payroll Tax, $ 719,580.00 $ 744,371.00
Insurance, Training)
Utilities $ 118,500.00 $ 119,500.00
Contracted Services $ 118,000.00 $ 118,500.00
Maintenance and repairs $ 92,000.00 $ 95,500.00
Departmental Supplies and Equipment $ 32,500.00 $ 44,500.00
Other* $ 111,250.00 $ 143,667.00
Capital Outlay:Sewer expansion $ 33,000.00 $ 12,000.00
Sub-total $ 1,224,830.00 $ 1,278,038.00
*Includes telephone&postage, travel expenses, fleet management, uniforms, tree/grass farm
expenses, contracted services, and contingency.
Annual Debt Payments:
Total Principal and Interest $ 549,035.17 $ 549,035.17
Proposed Loan (totaling$5,680,000 @ 2.5%)** $ 0.00 $ 226,269.80
Sub-total $ 549,035.17 $ 775,304.97
Reserve Accounts:
Debt Service Reserves $ 13,757.00 $ 13,757.00
New Debt Service Reserves*** $ 0.00 $ 22,626.98
Short Lived Asset Reserves $ 19,096.00 $ 127,216.50
Sub-total $ 32,853.00 $ 163,600.48
Total Annual Expenses $ 1,806,718.17 $ 2,216,943.45
Surplus I (Deficit) ($303,067.17) $ 0.00
Town of Mount Olive, NC- WWTP Improvements Page 56 of 57
Preliminary Engineering Report

Table 6-7
Short-Lived Assets
Item Description Years(1-5) Years(6-10) Years(11-15)
Influent Bypass Pump Station $0.00 $23,000.00 $23,000.00
Irrigation Pump Station $0.00 $29,000.00 $0.00
Influent Pump Station $23,000.00 $0.00 $23,000.00
Floating Aerators $0.00 $21,000.00 $0.00
Headworks Screen $31,000.00 $31,000.00 $0.00
Oxidation Ditch Blowers $10,000.00 $10,000.00 $10,000.00
RAS/WAS Pump Stations $0.00 $12,000.00 $0.00
Traveling Bridge Filter Pumps $0.00 $16,000.00 $0.00
Lift Station No.1 Pump Replacements $37,000.00 $37,000.00 $37,000.00
Lift Station No.2 Pump Replacements $0.00 $19,000.00 $0.00
Lift Station No.6 Pump Replacements $0.00 $14,000.00 $0.00
Lift Station No.11 Pump Replacements $0.00 $14,000.00 $0.00
Lift Station No.12 Pump Replacements $0.00 $14,000.00 $0.00
Digester Aerators $0.00 $23,000.00 $23,000.00
Sewer Vacuum Truck $17,000.00 $17,000.00 $17,000.00
Backhoe $10,000.00 $10,000.00 $10,000.00
Replace UV Lamps $10,000.00 $10,000.00 $10,000.00
Spray Irrigation System - - -
Irrigation spray heads $43,700.00 $109,250.00 $305,900.00
Irrigation mains&piping $41,870.00 $41,870.00 $41,870.00
Valves $4,370.00 $10,925.00 $30,590.00
Year Totals $227,940.00 $462,045.00 $531,360.00
Needed Short Lived Asset Reserves $127,216.50
6.7 Conclusions
After completing this Preliminary Engineering Report and the associated Environmental
Assessment Report, it was concluded that the preferred alternative to address the
needs of the Town of Mount Olive WWTP is Alternative 2. This alternative will furnish
the Town with the improvements required to get the WWTP into permit compliance,
remove the sewer moratorium, and allow the Town to grow economically while also
benefitting the local environment.
Town of Mount Olive, NC- WWTP Improvements Page 57 of 57
Preliminary Engineering Report

APPENDIX A

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MOUNT OLIVE WWTP WAYNE CO. SOIL SURVEY (1972) SHEET 42 MI WithersRavenel
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MOL NT OLIVE WAYNE COUNTY NORTH CAROLINA

Soil Map—Duplin County, North Carolina,and Wayne County, North Carolina
(Mount Olive m
WWTP&Reclaim Water Application Fields-NRCS Soils Map)
768600 768800 769000 /TA00 769400 76€600 7693C0 7iu12) //112. 770400 770600 7703C0
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Map Scale:1:10,900 if printed on A landscape(11"x 8.5")sheet
k N - .Meters
0 150 300 600 900
,Feet
0 500 1000 2000 300D
Map projection:Web Mercator Corner("ordinates:
ordinates:WC�SB4 Edge tics:U1T4 Zone 17N WC SR4
A
USDA Natural Resources Web Soil Survey 3/26/2019
ailii Conservation Service National Cooperative Soil Survey Page 1 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWTP&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) g Spoil Area The soil surveys that comprise your AOI were mapped at scales
n Area of Interest(AOI) Stony Spot ranging from 1:20,000 to 1:24,000.
Soils Very Stony Spot Warning:Soil Map may not be valid at this scale.
( Soil Map Unit Polygons
7 Wet Spot Enlargement of maps beyond the scale of mapping can cause
,.,do Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
6, Other line placement.The maps do not show the small areas of
• Soil Map Unit Points contrasting soils that could have been shown at a more detailed
.� Special Line Features
Special Point Features scale.
ono Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
® Borrow Pit measurements.
Transportation
xc Clay Spot Rails Source of Map: Natural Resources Conservation Service
i-f F Web Soil Survey URL:
(y Closed Depression owe Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
• Gravel Pit
US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
0 Landfill Local Roads Albers equal-area conic projection,should be used if more
A. Lava Flow
Background accurate calculations of distance or area are required.
41, Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
fe Mine or Quarry
Soil Survey Area: Duplin County, North Carolina
O Miscellaneous Water Survey Area Data: Version 14, Sep 10,2018
O Perennial Water Soil Survey Area: Wayne County, North Carolina
Rock Outcrop Survey Area Data: Version 16,Sep 10,2018
▪ Saline Spot Your area of interest(AOI)includes more than one soil survey
area.These survey areas may have been mapped at different
Sandy Spot scales,with a different land use in mind,at different times,or at
different levels of detail.This may result in map unit symbols,soil
Severely Eroded Spot properties,and interpretations that do not completely agree
• Sinkhole across soil survey area boundaries.
33, Slide or Slip Soil map units are labeled(as space allows)for map scales
1:50,000 or larger.
oa Sodic Spot
Date(s)aerial images were photographed: Oct 29,2014—Nov
28,2017
USDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 2 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWTP&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 3 of 5

l
Soil Map-Duplin County, North Carolina, and Wayne County, North Carolina Mount Olive VWVfP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Legend
Le end
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BbA Bibb sandy loam,0 to 1 0.2 0.1%
percent slopes,frequently
flooded
JpA Johnston and Pamlico soils,0 0.1 0.0%
to 1 percent slopes,
frequently flooded
Subtotals for Soil Survey Area 0.3 0.1%
Totals for Area of Interest 328.0 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb sandy loam 46.7 14.2%
Bp Borrow pit 4.2 1.3%
CrB2 Craven sandy loam,2 to 6 4.4 1.3%
percent slopes,eroded
(Gritney)
CrC2 Craven sandy loam,6 to 10 4.3 1.3%
percent slopes,eroded
(Gritney)
GoA Goldsboro loamy sand,0 to 2 5.9 1.8%
percent slopes,Southern
Coastal Plain
Jo Johns sandy loam 3.7 1.1%
Js Johnston loam 1.2 0.4%
KaD Kalmia loamy sand, 10 to 15 6.7 2.0%
percent slopes(Winton)
Ly Lynchburg sandy loam,0 to 2 5.0 1.5%
percent slopes
M-W Miscellaneous water 4.7 1.4%
NoA Norfolk loamy sand,0 to 2 32.9 10.0%
percent slopes
NoB Norfolk loamy sand,2 to 6 48.0 14.6%
percent slopes
NoC Norfolk loamy sand,6 to 10 19.9 6.1%
percent slopes
NrB2 Norfolk sandy loam,2 to 6 5.6 1.7%
percent slopes,eroded
Po Pantego loam 1.5 0.4%
Ra Rains sandy loam,0 to 2 28.0 8.5%
percent slopes
RuA Ruston loamy sand,0 to 2 32.0 9.8%
percent slopes(Orangeburg)
RuB Ruston loamy sand,2 to 6 32.0 9.7%
percent slopes(Orangeburg)
USDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 4 of 5

Soil Map—Duplin County, North Carolina,and Wayne County,North Carolina Mount Olive WWTP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
RyB2 Ruston sandy loam,2 to 6 19.4 5.9%
percent slopes,eroded
(Orangeburg)
WaB Wagram loamy sand,0 to 6 5.7 1.8%
percent slopes
WaC Wagram loamy sand,6 to 10 4.8 1.5%
percent slopes
We Weston loamy sand 11.2 3.4%
(Woodington)
Subtotals for Soil Survey Area 327.7 99.9%
Totals for Area of Interest 328.0 100.0%
usDA Natural Resources Web Soil Survey 3/26/2019
alim Conservation Service National Cooperative Soil Survey Page 5 of 5

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STATION

APPENDIX C

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APPENDIX D

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 15, 2015
CERTIFIED MAIL#7011 1150 0000 4206 6343
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive, NC 28365-0939
Subject: Notice of Violation
NOV-2015-DV-0005
Town of Mount Olive Collection System
Permit No.WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary Sewer Overflow
(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the subject facility to be in violation
of the requirements found in Collection System Permit WQCS00129 and G.S. 143-215.1(a)(1). The violation that
occurred is summarized below.
Area Violation Date Description Violation Type
Manhole at Influent Pump Station January 13, 2015 Sanitary Sewer Overflow Discharge to Surface Water
at the Mount Olive WWTP
The Sanitary Sewer Overflow(SSO)was reported to be due to severe natural conditions (heavy rainfall, 4 inches in 2
days)and Inflow& Infiltration,which resulted in the discharge of 175,500 gallons of untreated wastewater into nearby
surface waters.
Please respond in writing to this office within thirty(30)days of receipt of this letter detailing what steps the Town of
Mount Olive will take to prevent similar events from occurring at this site in the future.
If you have any questions please contact either me or Allen Clark at [phone].
Sincerely,
for Jay Zimmerman,Acting Director
Division of Water Resourc s, NCDENR
By Robert Tankard
Assistant Regional Supervisor
Water Quality Regional Operations Section
Washington Regional Office
cc: Henry Vann, ORC
Central Files
PERCS Unit
WaRO File
Division of Water Resources-Water Quality Regional Operations Section-Washington Regional Office
943 Washington Square Mall,Washington,NC 27889
Phone:[phone] Fax:[phone]\Internet:www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer-Made in part by recycled paper

Avri
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
March 2, 2015
CERTIFIED MAIL#7011 1150 0000 4206 6374
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive, NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2015-DV-0051
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary Sewer Overflow
(SSO)5-Day Report submitted by the Town of Mount Olive. This review has shown the subject facility to be in
violation of the requirements found in Collection System Permit WQCS00129 and G.S. 143-215.1(a)(1). The violation
that occurred is summarized below.
Area Violation Date Description Violation Type
Influent Pump Station and February 26, 2015 Sanitary Sewer Overflow Discharge to Surface Water
Manholes at the Town of Mount
Olive WWTP
The Sanitary Sewer Overflow was reported to be due to a result of 1.9 inches of rainfall in a four hour period following
a week of snowy and icy weather and a season of above average rainfall leaving the ground saturated and incapable of
absorbing additional moisture.This event resulted in the discharge of an estimated 720,000 gallons of untreated
wastewater into nearby surface waters.
This location has had a reported ten (10)Sanitary Sewer Overflow events since January 2010.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-215.1 and may
subject you to appropriate enforcement actions in accordance with North Carolina General statute 143-215.6A. Civil
Penalties of up to $25,000 per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215.1.
Respond in writing to this office within fifteen (15) days of receipt of this letter and address what steps that you will
take to prevent this noncompliance in the future. Your response will be evaluated and a decision will be made
accordingly as to whether or not to proceed to further action.
Division of Water Resources-Water Quality Regional Operations Section-Washington Regional Office
943 Washington Square Mall,Washington,NC 27889
Phone:[phone] Fax:[phone] Internet:www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer-Made in part by recycled paper

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
April 23, 2015
CERTIFIED MAIL#7012 2210 0002 4887 1151
RETURN RECEIPT REQUESTED
Mr.Charles Brown,Town Manager
Town of Mount Olive
Po Box 939
Mount Olive, NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2015-DV-0079
Town of Mount Olive Collection System
Permit No. WQC500129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary Sewer Overflow
(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the subject facility to be in
violation of the requirements found in Collection System Permit WQCS00129 and G.S. 143-215.1(a)(1). The violation
that occurred is summarized below.
Area Violation Date Description Violation Type
Influent Pump Station and April 20, 2015 Sanitary Sewer Overflow Discharge to Surface Water
Manholes at the Town of Mount
Olive WWTP
The Sanitary Sewer Overflow was reported to be due to a result of 2.75 inches of rainfall mainly within a two (2) hour
period.This event resulted in the discharge of an estimated 75,000 gallons of untreated wastewater into nearby
surface waters.
This location has had a reported eleven (11) Sanitary Sewer Overflow events since January 2010.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-215.1 and may
subject you to appropriate enforcement actions in accordance with North Carolina General statute 143-215.6A. Civil
Penalties of up to$25,000 per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215.1.
Respond in writing to this office within thirty(30)days of receipt of this letter and address what steps that you will
take to prevent this noncompliance in the future. Your response will be evaluated and a decision will be made
accordingly as to whether or not to proceed to further action.
Division of Water Resources—Water Quality Regional Operations Section—Washington Regional Office
943 Washington Square Mall,Washington, NC 27889
Phone:[phone]\Fax:[phone]\Internet:www.ncdenr.gov
An Equal Opportunity\Affirmative Action Employer—Made in part by recycled paper

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
May 20,2015
CERTIFIED MAIL#7012 2210 0002 4887 1427
RETURN RECEIPT REQUESTED
Mr.Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive, NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2015-DV-0123
Town of Mount Olive Collection System
Permit No.WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary Sewer Overflow
(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the subject facility to be in
violation of the requirements found in Collection System Permit WQCS00129 and G.S. 143-215.1(a)(1). The violation
that occurred is summarized below.
Area Violation Date Description Violation Type
•
Influent Pump Station and May 11, 2015 Sanitary Sewer Overflow Discharge to Surface Water
Manholes at the Town of Mount
Olive WWTP
The Sanitary Sewer Overflow was reported to be due to a result of 4.9 inches of rainfall mainly within a three (3)day
period.This event resulted in the discharge of an estimated 214,500 gallons of untreated wastewater into nearby
surface waters.
This location has had a reported twelve(12)Sanitary Sewer Overflow events since January 2010.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-215.1 and may
subject you to appropriate enforcement actions in accordance with North Carolina General statute 143-215.6A. Civil
Penalties of up to$25,000 per violation may be assessed for failure to secure a permit required by North Carolina
General Statute 143-215.1.
Respond in writing to this office within thirty(30) days of receipt of this letter and address what steps that you will
take to prevent this noncompliance in the future. Your response will be evaluated and a decision will be made
accordingly as to whether or not to proceed to further action.
Division of Water Resources-Water Quality Regional Operations Section-Washington Regional Office
943 Washington Square Mall,Washington,NC 27889
Phone:[phone] Fax:[phone]\Internet:www.ncdenr.gov
An Equal Opportunity\Affirmative Action Employer—Made in part by recycled paper

PAT MCCRORY
,,,,:iit.,, . :,,
,t DONALD R. VAN DER VAART
Water Resources S. JAY LIMN1F,RMAN
ENVIRONMENTAL QUALITY
January 5,2016
CERTIFIED MAIL#7015 0640 0005 9080 7907
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2016-DV-0003
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary
Sewer Overflow(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00129 and
G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Incident Start Date Duration Location Total Volume DWR
Number and Volume to Action
Surface Waters
201502151 12/31/2015 10 hours Influent Pump Station and 120,000 gallons Notice of
Manholes at the Town of Violation
Mount Olive WWTP
The Sanitary Sewer Overflow was reported to be due to a result of 2.6 inches of rainfall overnight in
addition to 4.8 inches of rain during the prior week following one of the wettest Decembers on record in
Eastern North Carolina.This event resulted in the discharge of an estimated 120,000 gallons of untreated
wastewater into nearby surface waters.
This location has had a reported thirteen (13) Sanitary Sewer Overflow events since January 2010.
Remedial actions, if not already implemented, should be taken to correct the above noncompliance
problem(s). Please note that the Division of Water Resources (DWR)began assessing civil penalties for
severe and/or repeat SSOs on December 1,2007. Enforcement decisions are based on volume spilled,
volume reaching surface waters, duration, gravity, impacts to public health, fish kills, and other factors.
State of North Carolina j Environmental Quality I Water Resources—Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail,Washington,NC 27889
252-946-6481

PAT MCCRORY
DONALD R. VAN DER VAART
aterResources S. JAY ZIMMERMAN
JIRONrLNI"AL'DUALITY
February 11,2016
CERTIFIED MAIL#7015 0640 0005 9080 5156
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2016-DV-0068
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary
Sewer Overflow(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00129 and
G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Incident Start Duration Location Total Volume to DWR
Number Date Surface Waters Action
201600270 2/5/2016 5 hours Manhole at Influent Pump 80,000 gallons Notice of
Station -Mount Olive WWTP Violation
The Sanitary Sewer Overflow was reported to be due to a result of 3.5 inches of rainfall within a 48 hours
period prior to the spill along with a malfunctioning bypass pump. This event resulted in the discharge of
an estimated 80,000 gallons of untreated wastewater into nearby surface waters.
This location has had a reported fourteen(14) Sanitary Sewer Overflow events since January 2010.
Remedial actions, if not already implemented, should be taken to correct the above noncompliance
problem(s). Please note that the Division of Water Resources(DWR)began assessing civil penalties for
severe and/or repeat SSOs on December 1,2007.Enforcement decisions are based on volume spilled,
volume reaching surface waters, duration, gravity, impacts to public health,fish kills,and other factors.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-
215.1 and may subject you to appropriate enforcement actions in accordance with North Carolina General
Statute 143-215.6A. Civil Penalties of up to $25,000 per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
State of North Carolina j Environmental Quality j Water Resources—Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail,Washington,NC 27889
252-946.6481
.

PAT MCCRORY
Ya
i a
4
DONALD R. VAN DER VAART
er .3
Idatei Resources S. JAY ZIMMEHMAN
E iL !R OH"Enl AL CV,'.liT
February 12, 2016
CERTIFIED MAIL#7015 0640 0005 9080 5170
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2016-DV-0070
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary
Sewer Overflow(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00129 and
G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Incident Start Duration Location Total Volume to DWR
Number Date Surface Waters Action
201600316 2/8/2016 9 hours Manhole at Influent Pump 108,000 gallons Notice of
Station-Mount Olive WWTP Violation
The Sanitary Sewer Overflow was reported to be due to a result of heavy rainfall over a 24 hour period in
addition to more than 3.5 inches of rain which fell over several days prior.A secondary factor being a 4-
inch diameter sewer line that was not capped off during a building demolition.This event resulted in the
discharge of an estimated 108,000 gallons of untreated wastewater into nearby surface waters.
This location has had a reported fifteenth(15) Sanitary Sewer Overflow events since January 2010.
Remedial actions, if not already implemented, should be taken to correct the above noncompliance
problem(s). Please note that the Division of Water Resources(DWR)began assessing civil penalties for
severe and/or repeat SSOs on December 1, 2007.Enforcement decisions are based on volume spilled,
volume reaching surface waters, duration,gravity, impacts to public health,fish kills,and other factors.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-
215.1 and may subject you to appropriate enforcement actions in accordance with North Carolina General
Statute 143-215.6A. Civil Penalties of up to$25,000 per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
State of North Carolina I Environmental Quality Water Resources—Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail,Washington,NC 27889
252-946-6481

PAT MCCRORY
•
s." DONALD R. VAN DER VAART
er Resources S. JAY Z I M M E R M A N
"ONMENTAL QUAL:,ti
February 22,2016
CERTIFIED MAIL#7015 0640 0005 9080 5262
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2016-DV-0078
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary
tarY
Sewer Overflow(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00129 and
G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Incident Start Date Duration Location Total Volume to DWR
Number Surface Waters Action
201600465 2/16/2016 32 hours Manhole at Influent Pump 480,000 gallons Notice of
Station-Mount Olive WWTP Violation
The Sanitary Sewer Overflow was reported to be due to a result of heavy rainfall which occurred the
morning of the spill in addition to several days of heavy rain prior to the spill. This event resulted in the
discharge of an estimated 480,000 gallons of untreated wastewater into nearby surface waters.
This location has had a reported nine(9)Sanitary Sewer Overflow events since January 2015.
Remedial actions, if not already implemented, should be taken to correct the above noncompliance
problem(s). Please note that the Division of Water Resources (DWR)began assessing civil penalties for
severe and/or repeat SSOs on December 1,2007. Enforcement decisions are based on volume spilled,
volume reaching surface waters, duration, gravity, impacts to public health,fish kills, and other factors.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-
215.1 and may subject you to appropriate enforcement actions in accordance with North Carolina General
Statute 143-215.6A. Civil Penalties of up to $25,000 per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
State of North Carolina I Environmental Quality I Water Resources-Water Quality Regional Operations-Washington Regional Office
943 Washington Square Mail,Washington,NC 27889
252-946-6481

PAT M CRORY
J. .
DONALD R. VAN DER VAART
Water Resources
S. JAY ZIMMERMAN
E tIVIRONKEN I AL.DUAL
February 29,2016
CERTIFIED MAIL#7015 0640 0005 9080 5316
RETURN RECEIPT REQUESTED
Mr. Charles Brown,Town Manager
Town of Mount Olive
PO Box 939
Mount Olive,NC 28365-0939
Subject: Notice of Violation/Notice of Intent for Enforcement
NOV-2016-DV-0086
Town of Mount Olive Collection System
Permit No. WQCS00129
Wayne County
Dear Mr. Brown:
A review has been conducted of the Town of Mount Olive Collection System's self-reported Sanitary
Sewer Overflow(SSO) 5-Day Report submitted by the Town of Mount Olive. This review has shown the
subject facility to be in violation of the requirements found in Collection System Permit WQCS00129 and
G.S. 143-215.1(a)(1). The violation that occurred is summarized below.
Incident Start Date Duration Location Total Volume to DWR
Number Surface Waters Action
201600543 2/24/2016 15 hours Manhole at Influent Pump 225,000 gallons Notice of
Station- Mount Olive WWTP Violation
The Sanitary Sewer Overflow was reported to be due to the result of a very heavy rainfall event in which
2.5 inches of rain fell within a 30 minute time frame. This event resulted in the discharge of an estimated
225,000 gallons of untreated wastewater into nearby surface waters.
This location has had a reported ten(10)Sanitary Sewer Overflow events since January 2015.
Remedial actions, if not already implemented, should be taken to correct the above noncompliance
problem(s). Please note that the Division of Water Resources (DWR)began assessing civil penalties for
severe and/or repeat SSOs on December 1, 2007. Enforcement decisions are based on volume spilled,
volume reaching surface waters, duration, gravity, impacts to public health, fish kills, and other factors.
The discharge of wastewater without a valid permit is a violation of North Carolina General Statute 143-
215.1 and may subject you to appropriate enforcement actions in accordance with North Carolina General
Statute 143-215.6A. Civil Penalties of up to $25,000 per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
State of North Carolina I Environmental Quality I Water Resources—Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail,Washington,NC 27889
252-946-6481

ROY COOPER NORTH CAROLINA
Environmental Quality
Governor
_MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
bnariot Dirscsor
CERTIFIED MAIL #: 7017 1070 0000 9922 1879
RETURN RECEIPT REQUESTED
August 1, 2018
Charles Brown, Town Manager
Town of Mount Olive
PO Box 939
Mount Olive, NC 28365-0939
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2018-DV-0218
Sanitary Sewer Overflows - July 30, 2018
Collection System Permit No. WQCS00129
Mount Olive Collection System
Wayne County
Dear Mr. Brown:
The self-reported Sanitary Sewer Overflow (SSO) 5-Day Report submitted by Town of Mount Olive indicates
violations ofpermitp
conditions stipulated in the subject permit and North Carolina G.S. 143-215.1. Violations include
failing to effectively manage, maintain, and operate the subject collection system so that there is no SSO to the
land or surface waters and making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for
which a permit is required.
Specific incident(s) cited in the subject report include the following:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Hours) Location Cause (Gals) (Gals) DWR Action
201801095 7/30/2018 5 manhole beside Inflow and Infiltration, 45,000 45,000 Notice of Violation
influent pump station Severe Natural
at WWTP Condition
Fsr_ �.DEQ,)
— �Z
North Carolina Department of Environmental Quality I Division of Water Resources
943 Washington Square Mall,Washington,NC 27889
252-946-6481

AP.74,
I CDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Vaart
Governor Secretary
March 19,2015
CERTIFIED MAIL 7013-2630-0001-8998-0331
RETURN RECEIPT REOUESTED
The Honorable Ray McDonald, Sr.
Town of Mount Olive
P.O. Box 939
Mount Olive,North Carolina 28365
Subject: Notification of Sewer Moratorium
Town of Mount Olive's Wastewater Treatment Plant
Permit Numbers WQ0002520,NC0020575, WQCS00129
Wayne County
Dear Mayor McDonald:
The Division of Water Resources has determined that the Town of Mount Olive's Wastewater System is
unable to adequately collect and treat waste tributary to its wastewater treatment facility. The determination
is based on the condition that the Town is unable to consistently comply with final effluent limitations for
Flow as set forth in Permit Number NC0020575. The Town is also unable to operate the reclaimed water
generation, distribution and utilization system(WQ002520)at the capacity as it was designed. The failure to
manage the system as designed contributes to the noncompliance of the NPDES permit. The Town has had
problems with controlling their infiltration mid inflow and has experienced repeated bypasses at their influent
pump station.
North Carolina General Statute 143-215.67(a) states in part,that no person subject to the provision ofNCGS
143-215.1, 143-215.108 or 143-214.109 shall cause or allow the discharge of any wastes to a waste-disposal
system in excess of the capacity of the disposal system or of any wastes which the disposal system cannot
adequately treat. Should these terms be violated, 143-215.67 (c)states a moratorium may be imposed"on
the addition of waste to a treatment works" if the treatment works is not capable of adequately treating
additional waste.
The Town has violated flow from their WWTP on five different occasions for the months January 2015,
January,February,March and April,2014. 'l'he facility is unable to maximize use of the reclaimed system
because of tears in the liner for the 5-day and storage ponds and the failure of the disc filter to operate
correctly for the irrigation of the reclaimed disposal system. The"Town has also had multiple spills of
untreated wastewater to waters of the State because the influent pump station cannot handle the flows
associated with infiltration/inflow. Therefore,the Town of Mount.Olive's Wastewater System is hereby
placed on a sewer moratorium(with no new sewer taps,sewer extensions or additional flow)at its
wastewater treatment plant effective May 15,2015.
Division of Water Resources--Water Quality Regional Operations Section—Washington Regional Office
943 Washington Square Mall,Washington,NC 27889
toy' Phone:[phone]Fax:[phone] Internet:wtiw, denr.goV
rk
An Equal Opportunity 1Alltrma6reActbn Empboyer—Made in pithy recycled paper

Page 2
The I lonorablc Ray McDonald, Sr.
March 19,2015
This moratorium will remain in effect until the Town of Mount Olive has sufficiently demonstrated that it
can adequately treat its waste and has obtained written permission from the Division of Water Resources
suspending the moratorium.
As required by NCGS 143-215.67(d),the Town shall give public notice that a moratorium will be placed on
the discharge of additional waste to the Town of Mount Olive's Wastewater System's treatment works within
15 days of receipt of this letter.The Town shall give public notice of the moratorium by publication of the
notice one time in a newspaper having general circulation iu the county in which the treatment works is
located. The notice shall be as provided in the attached public notice.
The Town of Mount Olive shall provide an affidavit of publication and a copy of the public notice to this
office on or by April I,2015.
Failure to place the public notice as directed may subject the Town of Mount Olive to enforcement as
required by NCGS 143-215.67(d). The Town shall give actions and in no way absolves the Town of Mount
Olive from past or future violation of North Carolina General Statutes.
Correspondence pertaining to this moratorium should be sent to the letterhead address. If you have any
questions about this letter,please contact Robert Tankard at 252-948-3931,
Sincerely,
ji t%ieriiia:
Director,Division of Water Resources
Attachment
cc: John Hennessy,DWR
Jeff Poupart,DWR
Ed Hardee,Non-Discharge Permitting Unit
DWR,Washington Regional Office,Water Quality Regional Operations Section

4111 WithersRavenel RECEIVED
P,u T:,,,.__, >> MAY 21 2021
NCDEQ/DWR/NPDES
Environmental. Assessment Report
Town of Mount Olive, North Carolina
Mount Olive WWTP Improvements
Wayne and Duplin Counties, North Carolina
WR Project No. 02181005.00
Clearinghouse File No. 19-E-0000-0262
Prepared For: .4\ N CARD ,
•
Town of Mount Olive
a SEAL •
114 East James Street = 047235 •
F/o3/Qol9'
Mount Olive,NC 28365 •.'�GiNeE. �,
07,,ARKMP \\\`�
Prepared by:
WithersRavenel
115 MacKenan Dr
Cary,North Carolina 27511
North Carolina Firm License No.C-0832
September,2019
1

1% WithersRavenel
Our People.Your Success.
Table of Contents
1.0 Purpose and Need 1
1.1 Project Description 1
1.2 Purpose and Need 1
2.0 Alternatives Evaluated Including Proposed Action 2
2.1 Proposed Action 2
2.2 Other Alternatives Evaluated 2
2.3 No Action Alternative 3
2.4 Comparison of Alternatives 3
3.0 Affected Environment and Environmental Consequences 5
3.1 Land Use/Important Farmland/Formally Classified Lands 5
3.1.1 General Land Use 6
3.1.2 Important Farmland 6
3.1.3 Formally Classified Lands 8
3.2 Floodplains 8
3.3 Wetlands 9
3.4 Cultural Resources and Historic Properties 10
3.5 Biological Resources 11
3.5.1 General Fish,Wildlife,and Vegetation 11
3.5.2 Listed Threatened& Endangered Species 12
3.5.3 Migratory Bird Treaty Act 13
3.5.4 Bald and Golden Eagle Protection Act 14
3.5.5 Invasive Species 14
3.6 Water Resources 15
3.6.1 Water Quantity 15
3.6.2 Water Quality 15
3.7 Coastal Resources(If Applicable) 16
3.8 Socioeconomics and Environmental Justice 16
3.9 Air Quality 16
3.10 Noise 17
3.11 Transportation 17
3.12 Aesthetics 18
3.13 Human Health and Safety 18

10 WithersRavenel
Our People.Your Success
3.13.1 Electromagnetic Fields and Interference(if applicable) 19
3.13.2 Environmental Risk Management 19
3.14 Corridor Analysis(if applicable) 19
4.0 Cumulative Effects 19
5.0 Summary of Mitigation 19
6.0 Coordination, Consultation,and Correspondence 20
7.0 References 21
8.0 List of Preparers 21

WithersRavenel
1/ Our People.Your Success.
1.0 Purpose and Need
1.1 Project Description
The Mount Olive WWTP USDA Improvements project will provide major improvements to the
Town of Mount Olive Wastewater Treatment Plant(WWTP),including:
• Replacing the existing reclaimed water drip irrigation system and hybrid sycamore tree
crop with a spray system and coastal Bermuda grass crop
• Installing a new irrigation pump station
• Installing a new manual bar screen for the existing influent bypass pump station
• Rehabilitating the existing Influent Bypass Pump Station
• Rerouting yard piping to run to the existing Influent Bypass Pump Station
• Making improvements to the existing Equalization Basin and effluent line
• Making improvements to the existing RAS/WAS pump station discharge lines
• Making improvements to the existing secondary clarifier
• Installing a new shelter for the oxidation ditch control panel
• Providing the means for draining the existing oxidation ditches for cleaning
• Replacing oxidation ditch mixers and recirculation pumps
• Installation of a Parshall flume effluent flow measuring structure
• Gravity Sewer Replacement/Rehabilitation Projects to reduce Infiltration&Inflow
1.2 Purpose and Need
In recent years,the Town of Mount Olive has been unable to maintain and operate the Town of
Mount Olive WWTP in compliance with the existing National Pollutant Discharge Elimination
System(NPDES) Permit No. NC0020575,resulting in the Town being placed under a sewer
moratorium by the NC Division of Water Resources(NCDWR).Under the moratorium,the Town
is not allowed to take on any additional flow to the WWTP,effectively preventing the Town
from growing economically.
The purpose of this project is to make necessary repairs,improvements,and upgrades to the
existing Town of Mount Olive Wastewater Treatment Plant,which will help bring the facility into
permit compliance.Additionally,gravity sewer replacement/rehabilitation will help reduce the
amount of infiltration and inflow being treated by the WWTP and bring it into permit
compliance.The project will maintain the current permitted flows of 1.0 MGD to the Northeast
Cape Fear River under the existing NPDES permit and 0.560 MGD to the reclaimed water
application fields under the existing Non-Discharge permit.Currently,the WWTP is effectively
limited to 1.0 MGD as the existing reclaimed water application system is not operating properly.
Bringing the facility into permit compliance will allow the Town of Mount Olive to provide
service to additional areas and facilities,allowing for economic expansion and enhanced
community service.
Federal financial assistance from the USDA for the completion of this project is being sought
through the Rural Utilities Service(RUS)Water&Waste Disposal Loan and Grant Program.
USDA,Rural Development is a mission area that includes three federal agencies- Rural
Business-Cooperative Service, Rural Housing Service,and Rural Utilities Service.The agencies
1

1• WithersRavenel
Our People.Your Success.
have in excess of 50 programs that provide financial assistance and a variety of technical and
educational assistance to eligible rural and tribal populations,eligible communities,individuals,
cooperatives,and other entities with a goal of improving the quality of life,sustainability,
infrastructure,economic opportunity,development,and security in rural America. Financial
assistance can include direct loans,guaranteed loans,and grants in order to accomplish program
objectives.
2.0 Alternatives Evaluated Including Proposed Action
2.1 Proposed Action
Proposed Actions include:
• Replacing the existing reclaim water drip irrigation system and hybrid sycamore tree crop
with a spray system and coastal Bermuda grass crop
• Installing a new irrigation pump station
• Installing a new manual bar screen for the existing influent bypass pump station
• Rehabilitating the existing Influent Bypass Pump Station
• Rerouting yard piping to run to the existing Influent Bypass Pump Station
• Making improvements to the existing Equalization Basin and effluent line
• Making improvements to the existing RAS/WAS pump station discharge lines
• Making improvements to the existing secondary clarifier
• Installing a new shelter for the oxidation ditch control panel
• Providing the means for draining the existing oxidation ditches for cleaning
• Replacing oxidation ditch mixers and recirculation pumps
• Installation of a Parshall flume effluent flow measuring structure
• Gravity Sewer Replacement/Rehabilitation Projects to reduce Infiltration&Inflow
2.2 Other Alternatives Evaluated
The proposed actions are part of an overall maintenance and upgrade plan for the existing Town
of Mount Olive WWTP. No other alternatives(expansion,construction of new facility,etc.)were
extensively considered as part of the project,as they were deemed financially and technically
infeasible.Alternatives that were deemed infeasible include:
1) Request for increased discharge allowance through the NPDES permit:
o Infeasible due to firm stance by NCDWR that plant improvements must occur and that
NPDES discharge limits cannot be increased.The discharge limits are already at the
more stringent tertiary limits allowed by the NCDWR to low flow streams classified as
zero flow and swamp water.
2) Repair and rehabilitate existing drip irrigation system:
o Infeasible due to condition of existing irrigation system
• Rehabilitation would require complete replacement of the existing irrigation
filter and drip lines due to algae and sediment building up in the current piping
that cannot be flushed out.
• After replacement of the filter and drip lines,the same algae growth
conditions will develop in the storage pond due to the nitrogen and
phosphorous content in the effluent and the exposure of the pond to sunlight.
2

110 WithersRavenel
Our People.Your Success.
Algal growth will still occur when the storage pond is over the extended
storage capacity during inclement weather.The presence of this algae and/or
duckweed would continue to bind the filters and drip irrigation piping due to
the fine mesh required on the filters and small diameter piping and emitters
inherent to the drip irrigation system.
• Complete replacement of the current system with spray irrigation distribution
lines,which utilize larger spray nozzles or guns and operate at a higher
pressure to prevent clogging,was considered the only alternative to
efficiently address the algae clogging issue. Effectively utilizing the spray
irrigation system requires removal of the sycamore trees and replacement of
the cover crop with the lower profile Bermuda Grass in order to effectively
distribute the effluent in larger spray patterns.
3) Construction of a new Mt.Olive WWTP facility
o Infeasible due to the high capital cost to construct a new plant and the expansion
and improvements that were already made on the existing WWTP in 2008,
which represents a substantial investment in the existing facility.
2.3 No Action Alternative
The No Action Alternative is not a feasible alternative for this project,as No Action would result
in the Town of Mount Olive WWTP remaining under moratorium and in violation of the current
permit,and would not provide needed maintenance,repair,and upgrade to utilize existing
permitted capacities.
2.4 Comparison of Alternatives
_ Alternative Benefits Drawbacks
System remains incapable of
No disruption of existing handling influent flow,
No action taken system or additional loan resulting in additional NPDES
payments for the Town discharge exceedances and
continued sewer moratorium
Increased NPDES discharge
Request increased No disruption of existing limit will not be granted by
NPDES discharge limit system or additional loan NCDWR due to current
payments for the Town discharge exceedances to
streams classified as low-flow
Repair existing drip Lower up-front cost,less new Clogging issues persist in drip
irrigation system equipment required lines from algae growth and
sediment in the storage pond
High capital cost to construct
Allows for fixes to all existing a new plant and the
Construction of new Mount treatment infrastructure expansion and there is
Olive WWTP facility already a substantial
problems. investment in the existing
facility
3

II/ oWithersRavenel
People Your Success
Allows use of permitted land
application discharge while Higher up front cost
Replace drip irrigation preventing further clogging alternative,requires most
system with spray system by algae and sediment, disruption of existing facility
allowing the WWTP to
achieve NPDES compliance
4

WithersRavenel
,/ Our People.Your Success.
3.0 Affected Environment and Environmental Consequences
The following sections provide detailed discussion of the current conditions in the project area,
as well as potential impacts of the proposed project.
A project summary and CH1 request was submitted to the North Carolina State Clearinghouse
on May 16,2019.A response letter was received on July 15,2019 summarizing the
Clearinghouse Intergovernmental Review,including recommendations from various agencies
within the Department of Environmental Quality on permits that will be required for future
construction on the project.The response included no comments indicating any issues with the
project that would prevent it from moving forward.The official response from the North
Carolina State Clearinghouse,along with the CH1 request, have been included in Appendix IX.
No wetlands are within the project area. However,a request was submitted to the US Army
Corps of Engineers for concurrence regarding the location of potential wetlands in the project
area,and avoidance of impacts associated with this project.As of the date of this report,no
response has been received.This report has been prepared with preliminary information
regarding site history,and current conditions on the project site and surrounding area.
A project review request was sent on May 16,2019 to the Catawba and Tuscarora Indian Nation
representatives for comment on the proposed project.As of the date of this report, no response
has been received from the Tuscarora Nation consultants.A response was received from the
Catawba Indian Nation on June 11,2019 stating that the Catawba Indian Nation has no
immediate concerns regarding Native American cultural resources within the project area.The
official statement has been included in Appendix X.
Additionally,the area in which the project repairs and modifications will be made was already
assessed in an Environmental Assessment that was prepared and approved in 2002 by NCDWR,
NCDWI-SRF and State Clearinghouse review for the last expansion project in 2008. A FNSI was
issued for that project for the same area and affected environment.
3.1 Land Use/Important Farmland/Formally Classified Lands
The project area lies entirely within the current footprint of the existing Town of Mount Olive
WWTP, on property owned by the Town of Mount Olive.All activities involved with the project
are upgrades of existing structures,installation of new equipment/structures on existing land
used for the WWTP infrastructure,or refurbishment of existing land usage(reclaimed water
application fields).There will be no change of ownership of properties involved with this portion
of the proposed project.In addition,there will be no change in land use with this proposed
project.
For the gravity sewer replacement/rehabilitation portion of the project,only existing gravity
sewer lines and manholes that are within the Town collection system serving existing sewer
customers in the Town right-of-way or street system will be replaced with either dig and replace
or trenchless methods for like-kind pipe diameter and carrying capacity.There will be no change
of ownership of properties involved with this portion of the proposed project. In addition,there
will be no change in land use with this proposed project.
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3.1.1 General Land Use
The proposed project will be completed on the existing Town WWTP facility site(Project Area),
which will minimize impacts to the overall environment.There is no proposed change in the
existing use of the property.
Land use and zoning in the immediate surrounding area,including the adjacent properties,is
primarily agricultural production.
There are no zoning conflicts with the proposed project,and the proposed project is not in
conflict with local or State land use plans or controls.
3.1.1.1 Affected Environment
The project area is currently in use as a permitted WWTP,including 145.5 acres of permitted
reclaimed water application areas(drip fields).There is no proposed change in use of the project
area,and as such,there is no affected environment related to general land use.
For the gravity sewer replacement/rehabilitation portion of the project,only existing gravity
sewer lines and manholes that are within the Town collection system serving existing sewer
customers in the Town right-of-way or street system will be replaced with either dig and replace
or trenchless methods for like kind pipe diameter and carrying capacity.There will be no change
of ownership of properties involved with this portion of the proposed project. In addition,there
will be no change in land use with this proposed project.
3.1.1.2 Environmental Consequences
The proposed project will allow the WWTP to operate at its full permitted capacity of 1.560
MGDs and remove the sewer moratorium.There may be indirect and cumulative impacts to
general land use in the Town due to increased development which may occur due to the removal
of the sewer moratorium.The zoning and planning ordinances enacted by the Town of Mount
Olive will continue to control indirect and cumulative impacts to general land use that may result
from the proposed project.
3.1.1.3 Mitigation
The proposed project will be completed with no change in land use of the project area(a
permitted WWTP facility),and direct changes to land use in the surrounding area are not
anticipated as a result of the proposed project.
Indirect and potentially cumulative changes in land use may occur in the Town and surrounding
area as a result of the proposed project and release from sewer moratorium.The Town of Mount
Olive has adopted ordinances with specific sections addressing buildings,floodways,
subdivisions,and zoning codes,among other items.It is anticipated that indirect and cumulative
changes in land use will be mitigated through the use of the Town Land Development
Ordinances;therefore,no mitigation is proposed relating to general land use as a result of this
project.
3.1.2 Important Farmland
Important Farmland is defined as prime or unique farmlands,defined in Section 1540(1)of the
Farmland Protection Policy Act,or farmland that is determined by the appropriate State or local
government agency or agencies to be farmland of statewide or local importance.
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This section also includes North Carolina farmlands defined as Voluntary Agricultural Districts
authorized by the North Carolina General Assembly in the 1985 Farmland Preservation Enabling
Act,and implemented at the County level.
Voluntary agricultural district(VAD)programs allow farmers to form areas where commercial
agriculture is encouraged and protected.VADs form partnerships between farmers,county
commissioners and land use planners,and landowners receive a set of benefits in exchange for
restricting development on their land for a specific time period.They establish a quantifiable
presence for farmers in counties with active farming communities,raise public awareness of
agricultural activity and help leaders plan future development that will support and encourage
the continued viability of local agriculture.
3.1.2.1 Affected Environment
No VAD program areas will be affected by the proposed project.
According to the Natural Resources Conservation Service(NRCS)Web Soil Survey,the proposed
site contains land classified as Important Farmland in the wastewater land application area.
According to USDA RD Instruction 1970-C,Exhibit B,Section 3.2.2,the NRCS should be
contacted to request a land evaluation and site assessment(LESA)if a project will convert land
classified and defined as farmland by the NRCS to nonagricultural uses.USDA environmental
professionals were consulted regarding whether a LESA process would be necessary based on
the proposed project.
The proposed project area being developed as a coastal bermuda grass spray irrigation field for
land application of wastewater was previously developed as a drip irrigation field for land
application of wastewater to grow hybrid sycamore tree crop in 2002. Approval from the USDA
was granted in 2002 for the conversion of farmland to that purpose.A written record of
approval from the USDA is included in Appendix XIV from the EA report for that project.This
information and other pertinent materials were sent to USDA environmental professionals to aid
in their consultation on the need for a LESA review.
On June 18,2019 an email was received from Anthony High,State Environmental Coordinator
with USDA,stating that if the land classified as farmland was previously converted to the use
proposed by the project(land application of treated wastewater)a LESA process would not be
required.A record of this conversation has been included in Appendix XIV.
3.1.2.2 Environmental Consequences
The proposed project will allow the WWTP to operate at its full permitted capacity and remove
the sewer moratorium.There may be indirect and cumulative impacts to agricultural land use in
the Town due to the removal of the sewer moratorium.The zoning and planning ordinances
enacted by the Town of Mount Olive will continue to control indirect and cumulative impacts to
important farmland and VADs land use that may result from the proposed project.
3.1.2.3 Mitigation
Indirect and potentially cumulative changes in land use may occur in the Town and surrounding
area as a result of the proposed project and the removal of the sewer moratorium.The Town of
Mount Olive has adopted ordinances with specific sections addressing buildings,floodways,
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subdivisions,and zoning codes,among other items. It is anticipated that indirect and cumulative
changes in land use will be mitigated through the use of the Town Land Development
Ordinances;therefore, no mitigation is proposed relating to important farmland or VADs as a
result of this project.
3.1.3 Formally Classified Lands
Formally Classified Lands include specific land areas that have been accorded special protection
through formal legislative designations and are either administered by federal,state or local
agencies,tribes,or private parties.Formally classified lands include National Parks&
Monuments,National Forests,Historical Landmarks, National Battlefields and Military Parks,
National Wildlife Refuges, National Seashores,Wilderness Areas,Wild and Scenic Rivers,State
Parks,State Fish and Wildlife areas,as well as others.
3.1.3.1 Affected Environment
There are no formally classified lands identified within or adjacent to the project area.In
addition, no formally classified lands were identified within a one-mile radius of the project site.
3.1.3.2 Environmental Consequences
There will be no direct,indirect,or cumulative environmental consequences to formally classified
lands as a result of this project.
3.1.3.3 Mitigation
No mitigation is proposed related to formally classified lands as a result of this project.
3.2 Floodplains
Floodplains were identified within the WWTP property,adjacent to the Northeast Cape Fear
River to the south,and an unnamed tributary to the east;however,these floodplain areas do not
extend into the project area.The identified floodplain areas are shown in Appendix VII.There
are no proposed project activities within the identified floodplain areas.
All elements of the proposed project will be protected to the regulatory flood protection level
(RFPL)in accordance with 44 CFR 60.3 and the Wayne County Flood Damage Prevention
Ordinance.Critical facilities such as influent pump station,influent bypass pump station,and etc.
will be protected to the 0.2%Annual Chance(500-year)Flood Level or the RFPE,whichever is
higher.
3.2.1.1 Affected Environment
There are no floodplain or floodway areas identified within the project area.Additionally,the
existing grade and contour of the land surface within the project area will be approximately
restored and maintained post-construction;therefore,there will be no direct effect on the
existing floodplain areas as a result of the project.
3.2.1.2 Environmental Consequences
All construction activities will be completed outside the floodplain areas,and the existing grade
and contour of the land surface within the project area will be approximately restored and
maintained post-construction;therefore,there will be no direct environmental consequences to
floodplain existing contours as a result of the project.
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The proposed project will allow the WWTP to operate at its full permitted capacity and remove
the sewer moratorium.There may be indirect and cumulative affects to floodplains in the Town
and surrounding area due to increased development which may occur as a result of the removal
of the sewer moratorium.The zoning and planning ordinances enacted by the Town of Mount
Olive will continue to control indirect and cumulative impacts to floodplains that may result from
the proposed project.
3.2.1.3 Mitigation
No mitigation is proposed or required related to floodplains as a direct result of the project.
Indirect and potentially cumulative affects to floodplains may occur in the Town and surrounding
area as a result of the proposed project and the removal of the sewer moratorium.The Town of
Mount Olive has adopted ordinances with specific sections addressing buildings,floodways,
subdivisions,and zoning codes,among other items.It is anticipated that indirect and cumulative
affects to floodplains will be controlled through the use of the Town Land Development
Ordinances;therefore,no mitigation is proposed relating to floodplains as a result of this project.
Additionally,all project work will be completed per the Wayne County Flood Damage Prevention
Ordinance and if required a Floodplain Development Application will be completed for the
project per the Wayne County Flood Damage Prevention Ordinance Article 3 Section B.
3.3 Wetlands
The US Army Corps of Engineers(USACE)regulates'Waters of the United States'under Section
404 of the Clean Water Act(CWA).Waters of the US are defined in the Code of Federal
Regulation(CFR)as waters susceptible to use in commerce, including interstate waters and
wetlands,all other waters,and their tributaries(33 CFR 328.3). Potential wetland areas,
according to the three criteria used to delineate wetlands as defined in the Corps of Engineers
Wetlands Delineation Manual(Environmental Laboratory, 1987)are identified by the presence
of(1)hydrophytic vegetation,(2)hydric soils,and(3)wetland hydrology.
Areas that are inundated at a sufficient depth and for a sufficient duration to exclude growth of
hydrophytic vegetation are subject to Section 404 jurisdiction as'other waters'and are often
characterized by an ordinary high-water mark(OHWM),and herein referred to as non-wetland
waters. Non-wetland waters,for example,generally include lakes,rivers,and streams.Other
waters are addressed in Section 3.5 of this report.
Wetlands were identified within the WWTP property;however, no wetlands were identified
within the project area.
A request was submitted to the US Army Corps of Engineers for concurrence regarding the
location of potential wetlands in the project area,and avoidance of impacts associated with this
project.As of the date of this report,no response has been received.This report has been
prepared with preliminary information regarding site history,and current conditions on the
project site and surrounding area.
3.3.1.1 Affected Environment
Wetlands and non-wetland waters are present within the WWTP overall property,and within
the project area.Prior to finalization of the project design plans and subsequent construction
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details,wetlands will be identified and excluded from potential impacts from construction,with
concurrence from the USACE.As a result, no temporary or permanent impacts to wetlands as a
result of the project activities are anticipated.
3.3.1.2 Environmental Consequences
There will be no direct,indirect,or cumulative consequences relating to wetlands as a result of
this project.
3.3.1.3 Mitigation
No mitigation is proposed or required related to wetlands as a result of this project.Additionally,
during construction activities,wetlands within,adjacent to,or outside the project area will be
protected through the use of appropriate and approved erosion and sedimentation control
measures.
3.4 Cultural Resources and Historic Properties
Cultural Resources considered for this report generally refer to historic,aesthetic,and cultural
aspects of the human environment,in the context of the National Environmental Policy Act
(NEPA)and the National Historic properties Act(NHPA),within the Area of Potential Effect as
defined under Section 106 of NHPA.
The project area is an existing WWTP facility originally constructed in 1956 and treated
wastewater effluent(reclaimed water)application area constructed in 2008. Prior to 2008,the
reclaimed application project area was farmland.The area was converted to a WWTP irrigation
field with planted trees,and due to the historic disturbance of the land,it is unlikely that cultural
or archeological resources are present.
A project summary and CH1 request was submitted to the North Carolina State Environmental
Clearinghouse on May 16,2019.A response letter was received on July 15,2019 summarizing
the Clearinghouse Intergovernmental Review,including recommendations from various agencies
within the Department of Environmental Quality on permits that will be required for future
construction on the project.The response included no comments indicating any issues with the
project that would prevent it from moving forward.The official response from the North
Carolina State Clearinghouse,along with the CH1 request,have been included in Appendix IX.
A project review request was sent to the SHPO for comment on the proposed project through
the North Carolina State Environmental Clearinghouse on May 16,2019 and an approval letter
was received on July 15,2019. This report has been prepared with preliminary information
regarding site history,and information gathered regarding current conditions on the project site
and the surrounding area. A database of listed historic sites maintained by the NC State Historic
Preservation Office(SHPO),located at https://www.ncdcr.gov/state-historic-preservation-
office,was reviewed for presence of historic sites in the project area. No historic sites were
identified in the project area or within one-half mile of the project area. In addition,a site
inspection of the project area and the surrounding area did not reveal any historic sites. A copy
of the project review request and approval letter is included as Appendix IX.
A project review request was sent to the Catawba and Tuscarora Indian Nation representatives
for comment on the proposed project on May 16,2019.As of the date of this report,no
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response has been received from the Tuscarora Indian Nation. A response was received from
the Catawba Indian Nation on June 11,2019 stating that the Catawba Indian Nation has no
immediate concerns regarding Native American cultural resources within the project area.Copies
of the Tribal Nation requests and the response from the Catawba Indian Nation are included as
Appendix X.
3.4.1.1 Affected Environment
Based on the available information, it is not anticipated that cultural resources or historic
properties are present within or adjacent to the project area.
3.4.1.2 Environmental Consequences
There are no direct,indirect,or cumulative environmental consequences on cultural resources or
historic properties associated with this project
3.4.1.3 Mitigation
No mitigation is proposed or required related to cultural resources or historic properties as a
result of this project.
3.5 Biological Resources
Biological resources considered include wildlife and habitat,vegetation,critical habitats,
threatened and endangered species,migratory birds,and fisheries.
3.5.1 General Fish,Wildlife,and Vegetation
The type and abundance of wildlife throughout Wayne County is dependent largely on the
amount and distribution of food,cover,and water.Wildlife habitat can be created,managed,and
improved by planting appropriate vegetation,maintaining existing land cover,or promoting
natural establishment/preservation of habitat areas.
Habitats on the WWTP property include open lands,woodlands,and wetland habitats.
Habitat for open land wildlife consists of cropland,pasture,meadows,and open areas overgrown
with grasses, herbs,shrubs,and vines.Typical wildlife attracted to these areas include common
and migratory birds(geese,quail,dove,etc.)small mammals(rabbits,squirrels,raccoons,etc.),
fox,and deer.
Habitat for woodland wildlife consists of deciduous plants and/or coniferous trees and shrubs,
grasses,and other herbaceous plants.Typical wildlife attracted to these areas include common
birds(turkey,hawks,etc.), reptiles and amphibians(snakes,salamanders,box turtles,etc.),small
mammals(rabbits,squirrels,raccoons,etc.),fox,deer,and bear.
Habitat for wetland wildlife consists of open,marsh,or swamp lands,and shallow water areas.
Typical wildlife attracted to these areas include common and migratory birds(ducks,geese,
herons,etc.), reptiles and amphibians(snakes,salamanders,box turtles,etc.)small mammals
(beaver,raccoons,muskrats,etc.),fox,deer,and bear.
The project area for the WWTP infrastructure has been a WWTP since 1956 and the project
area for the reclaimed water application fields was historically cleared and developed as
farmland,and ultimately a hog production operation,prior to conversion to reclaimed water
disposal.The farmland areas traditionally provide little to no wildlife habitat.
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3.5.1.1 Affected Environment
During the construction of the WWTP irrigation fields in 2007 and 2008,approximately 145.5
acres of hybrid sycamore trees were planted to facilitate wastewater uptake.This effectively
created woodland habitat from former cropland,where no wildlife habitat existed.The trees
have grown to an approximate age of 10 to 12 years,and likely provide general woodland
wildlife habitat.The clearing and removal of the trees will result in the removal of the woodland
habitat within the waste disposal area;however,the conversion of these areas to Bermuda grass
open land will facilitate creation of open land habitat.
3.5.1.2 Environmental Consequences
The conversion of woodland wildlife habitat to open land wildlife habitat will create a shift in the
types of general wildlife present in and around the area;however,the woodland habitat will be
converted in entirety to open land habitat,and as such,the conversion is will not result in a loss
of overall wildlife habitat.
3.5.1.3 Mitigation
The loss of woodland habitat as a result of the project activity is mitigated through the creation
of an equal amount of open land habitat,thereby resulting in no net loss of general wildlife
habitat.Based on this,no mitigation is proposed or required related to general fish,wildlife and
vegetation impacts.
3.5.2 Listed Threatened &Endangered Species
The federal Endangered Species Act(ESA)requires that all federal agencies,ensure that any
action they authorize,fund,or carry out won't jeopardize the existence of listed species or
"destroy or adversely modify"any designated critical habitat for that species.The US Fish and
Wildlife Service(USFWS)and the National Marine Fisheries Service(NMFS)are tasked with
administering the ESA.The NMFS manages marine species,and the USFWS manages the
remainder of the listed species. A request for consultation was submitted to the USFWS and a
project approval letter was received on July 19, 2019. The statement summarizing the request
has been included in Section 6.0,and a copy of the consultation request and approval letter has
been included in Appendix XIII.
A review of the US FWS online threatened and endangered species database,located at:
http://www.fws.gov/raleigh/species/cntvlist/nc counties.html was made to identify federally
listed threatened and endangered species known to occur in Wayne County,NC.The USFWS
list of threatened and endangered species known to occur in Wayne County has been provided
below.
Common Name Scientific Name Federal Habitat Biological
Status Present Conclusion
Bald Eagle Haliaeetus *BGPA No No Effect
leucocephalus
Red-Cockaded
Woodpecker Picoides borealis E No No Effect
Atlantic Pigtoe Fusconaia masoni *PT No No Effect
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Tar River Parvaspina No No Effect
Spinymussel steinstansana
Yellow Lance Elliptio Ianceolata T No No Effect
*BGPA- Bald and Golden Eagle Protection Act
*PT- Proposed Threatened
In addition,a review of the NC Natural Heritage Program's(NCNHP)online database,located at
https://www.ncnhr.org/data/species-community-search,to identify known occurrences of
federally listed species within the Mount Olive Quadrangle Map was completed.WR also
submitted a project review request to the NCNHP through their Data Explorer webpage,located
at:https://ncnhde.natureserve.org/,to identify known occurrences of federally listed threatened
or endangered species within 1.0 miles of the review area.The NCNHP project review letter
states there are no records for rare species within the proposed project boundary,and no
occurrences of rare species are documented within one-mile radius of the project area.A copy of
the NCNHP project review letter is included as Appendix XII.
On April 30,2019,WR conducted a pedestrian survey of the project area to assess vegetative
communities and identify potential habitat for,or occurrences of listed species.The vegetative
communities found within the review area do not provide habitat for any of the listed species for
Wayne County,NC.
3.5.2.1 Affected Environment
There are no threatened or endangered species reported within the project area or within a one-
mile radius of the project area.
3.5.2.2 Environmental Consequences
There will be no direct,indirect,or cumulative environmental consequences on threatened or
endangered species as a result of this project.
3.5.2.3 Mitigation
No mitigation is proposed or required related to threatened and endangered species as a result
of this project.
3.5.3 Migratory Bird Treaty Act
The Migratory Bird Treaty Act(MBTA)implements treaties with foreign nations focused on
regulating the taking of migratory birds. Executive Order 13186 directs executive departments
and Federal agencies to implement the Act in accordance with a Memorandum of Understanding
(MOU)with US Fish and Wildlife Service(USFWS). Lending actions are not subject to the MOU;
however,applicant actions remain subject to the Act itself.
3.5.3.1 Affected Environment
The creation of open land habitat through the conversion of woodland to a Bermuda grass cover
crop will likely increase the grazing and nesting areas of migratory birds.
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3.5.3.2 Environmental Consequences
The project area lies within a secured WWTP facility,and as such,there are no activities
conducted within the facility that could potentially negatively affect migratory bird populations.
In addition,there is no proposed construction of structures or equipment(i.e.wind turbines,
high-tension power lines,etc.)that would affect migratory bird populations.
3.5.3.3 Mitigation
No mitigation is proposed or required related to the Migratory Bird Treaty Act as a result of this
project.
3.5.4 Bald and Golden Eagle Protection Act
In the July 9,2007 Federal Register(72:37346-37372),the bald eagle was declared recovered,
and removed(de-listed)from the Federal List of Threatened and Endangered wildlife.This
delisting took effect August 8,2007.After delisting,the Bald and Golden Eagle Protection Act
(BGPA)becomes the primary law protecting bald eagles.The Eagle Act prohibits take of bald and
golden eagles and provides a statutory definition of"take"that includes"disturb".The USFWS
has developed National Bald Eagle Management Guidelines to provide guidance to land
managers,landowners,and others as to how to avoid disturbing bald eagles.
Bald Eagles roost and nest in tall trees along or within 1.0 miles of shorelines of large lakes and
rivers.A search of the NC Natural Heritage Program database(updated April 2019)showed no
occurrences of known bald eagle nest sites within the Mount Olive Quadrangle Map.
Per the National Bald Eagle Management Guidelines,activities taking place in excess of 660 feet
from a bald eagle nest will have no effect on the nesting activities. No large bodies of water were
identified within 1.0 miles of the project which would be considered potential foraging habitat
for bald eagles.
3.5.4.1 Affected Environment
There is no affected environment related to bald eagles within the project area.
3.5.4.2 Environmental Consequences
There will be no direct,indirect,or cumulative environmental consequences related to the Bald
and Golden Eagle Protection Act as a result of this project.
3.5.4.3 Mitigation
No mitigation is proposed or required related to the Bald and Golden Eagle Protection Act as a
result of this project.
3.5.5 Invasive Species
Invasive exotic plants are those plants transported outside their normal home ranges that cause
damage or harm in their new location. Invasive species,particularly plant species,are common
throughout North Carolina,and several were noted within the project area, particularly Japanese
honeysuckle(Lonicera japonica),Sericea lespedeza(Lespedeza cuneate),and Japanese stiltgrass
(microstegium vimineum),among others.
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3.5.5.1 Affected Environment
The conversion of the waste application areas within the project area from hybrid sycamore crop
to bermuda grass will result in removal of several invasive species noted within the project area.
3.5.5.2 Environmental Consequences
Direct environmental consequences of the proposed project will include the removal and
possible localized eradication of the invasive species currently noted throughout the project
area.The proposed project includes the planting and establishment of Bermuda grass spray
irrigation areas,which will be maintained in perpetuity, minimizing the chance of reestablishment
of the invasive species currently present.
3.5.5.3 Mitigation
No mitigation is proposed or required relating to invasive species as a result of this project.
3.6 Water Resources
3.6.1 Water Quantity
Water Quantity is defined as the availability of water for usage by individuals,as well as public
and private entities.Water quantity in North Carolina is generally managed and regulated by the
NC Division of Water Resources.
3.6.1.1 Affected Environment
The use of reclaimed water helps reduce demand on potable water use and groundwater use for
irrigation activities.Therefore,this project will benefit water quantity.
3.6.1.2 Environmental Consequences
There are no direct,indirect,or cumulative environmental consequences related to water
quantity as a result of this project.
3.6.1.3 Mitigation
There is no mitigation proposed or required related to water quantity as a result of this project.
3.6.2 Water Quality
3.6.2.1 Affected Environment
There are no direct activities associated with the project which will have a negative effect on
water quality. It is possible the proposed project will have multiple benefits to surface water
quality as a result of the increased effectiveness of wastewater treatment and reduced discharge
of treated wastewater to the Northeast Cape Fear River.
3.6.2.2 Environmental Consequences
There will be no direct,indirect,or cumulative environmental consequences related to water
quality as a result of this project.
3.6.2.3 Mitigation
Construction of the proposed project will require an approved Sedimentation and Erosion
Control Permit,which will protect nearby waterways from sediment runoff during construction
activities.
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Potentially cumulative impacts to surface waters related to the wastewater irrigation system will
be controlled through the NC DWR Water Quality Permitting Section and requirements set forth
regarding treatment,application rates,and reclaimed water standards necessary for the
replacement of potable water uses for non-potable water activities.
3.7 Coastal Resources (If Applicable)
The project area is located in Wayne County in North Carolina,outside of the twenty(20)coastal
counties subject to CAMA management;therefore,coastal area requirements do not apply.
3.8 Socioeconomics and Environmental Justice
Under the requirements of E.O 12989 and USDA Department Regulation 5600-2,projects
funded through USDA must include an assessment of socio-economic and environmental justice
impacts.
The proposed project will result in an upgrade to the existing Town of Mount Olive WWTP,
which provides sewer and wastewater treatment service to all citizens within the Town limits,as
well as some regional partners outside the Town limits.The project will have equal benefit for all
citizens by ensuring the Town has adequate capacity to provide service for residential,
commercial,and industrial growth in and around the Town.
Additionally, USDA-RD found that the proposed project does not directly,indirectly,or
cumulatively affect the quality and/or level of services provided to the community based on an
environmental justice screening of the Town of Mount Olive and the surrounding area. This
information is summarized in USDA's prepared RD2006-38 form and the EJSCREEN Reports
that may be found in Appendix XVI.
3.8.1.1 Affected Environment
The proposed project will benefit all citizens of the Town of Mount Olive,as well as regional
partners,and will not have negative impacts on any one particular racial,tribal,or other socio-
economic group.Construction will be conducted on land currently in use and permitted by the
Town WWTP.The project will not have additional impacts to land use in the area,and will not
result in impacts to existing property values in the area.
3.8.1.2 Environmental Consequences
There are no direct,indirect,or cumulative socio-economic or environmental justice
consequences associated with this project.
3.8.1.3 Mitigation
There is no mitigation proposed or required related to socio-economic or environmental justice
with this project.
3.9 Air Quality
The proposed project is located in an area generally isolated away from the Town population
center,and the refurbishment of the spray irrigation fields is not expected to create air quality
concerns. Furthermore,neither Duplin nor Wayne counties are listed in the US Environmental
Protection Agency's(EPA)Greenbook for National Ambient Air Quality Standards(NAAQS)as
nonattainment or maintenance areas for criteria air pollutants,and therefore do not require a
conformity evaluation.
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3.9.1.1 Affected Environment
Construction activities will create dust and potential fumes from construction equipment;
however,the activities will be temporary.In addition,it is possible the debris generated from
construction will require burning for disposal.This activity will be temporary,and all
requirements stipulated by NC DEQ Division of Air Quality and the Town of Mount Olive will be
met during construction activity.
3.9.1.2 Environmental Consequences
There will be no environmental consequences related to air quality associated with this project.
3.9.1.3 Mitigation
Dust control measures will be specified on the construction documents of this project and
followed to mitigate adverse effects to air quality during construction.
3.10 Noise
The proposed project is located in an area generally isolated away from the Town population
center,and the refurbishment of the spray irrigation fields is not expected to create noise
concerns.
3.10.1.1 Affected Environment
Construction activities will create noise from construction equipment;however,the activities will
be temporary.
3.10.1.2 Environmental Consequences
There are no direct,indirect,or cumulative noise consequences associated with this project.
3.10.1.3 Mitigation
To mitigate noise impacts to surrounding residents work hours will be limited from 8 AM to 5
PM.
3.11 Transportation
The proposed project on the WWTP site is located in an area generally isolated away from the
Town population center,and the refurbishment of the spray irrigation fields is not expected to
create transportation concerns.
For the gravity sewer replacement/rehabilitation portion of the project there will be construction
work in residential streets and Town right of ways.
3.11.1.1 Affected Environment
Construction activities at the WWTP will create an increase in traffic in and out of the WWTP;
however,the activities will be temporary and will not create permanent changes in
transportation routes.
Construction activities for gravity sewer replacement/rehabilitation will increase traffic on
residential streets within the project area.
3.11.1.2 Environmental Consequences
There are no direct,indirect,or cumulative transportation consequences associated with this
project.
17

1% WithersRavenel
Our People.Your Success.
3.11.1.3 Mitigation
There is no mitigation proposed or required related to transportation for the WWTP project
area.
Traffic control measures will be implemented in the gravity sewer replacement/rehabilitation
project area to allow access to homes and businesses.
3.12 Aesthetics
Aesthetics is defined primarily as visual impacts which may be of concern to the public,both in a
proposed development setting,and for projects located near areas of high scenic value(e.g.
designated wilderness areas,historic sites,wild and scenic rivers,etc.).
3.12.1.1 Affected Environment
There are no visually sensitive areas or landscape features in or adjacent to the project area.
There are no proposed structures(skylines)associated with the project,nor will there be an
overall increase in ambient lights emanating from the project.
3.12.1.2 Environmental Consequences
There are no direct,indirect,or cumulative aesthetic consequences associated with this project.
3.12.1.3 Mitigation
There is no aesthetic mitigation proposed with this project.
3.13 Human Health and Safety
There is a direct human health and safety concern for facility operators and facility-approved
voluntary visitors to a wastewater treatment plant(WWTP)due to the inherent nature of
wastewater. However,operators are specially trained and certified and vaccinated to operate
WWTPs and only visitors approved by these operators are allowed to enter the WWTP site.The
direct health concern for operators and visitors is already mitigated through the operating permit
through special training,vaccination,and safety precautions required by the operating permit to
protect the health and safety of all operators and visitors at the WWTP.
The project area is strictly within the properties already owned and operated by the Town of
Mount Olive and used for the WWTP and reclaimed water application fields.Any indirect human
health and safety concerns will be mitigated by the operating permit.Per the operating permit,
there is no unauthorized access to the WWTP or reclaimed water application fields,therefore,
even with spray application there is no indirect human health concern provided that:
1. Secured access to the project area continues to be maintained.
2. The NCDEQ Non-Discharge operating permit is properly written and followed by
operation staff.
3. Treated wastewater that is applied to the reclaimed water application fields continues to
be treated to the standards required by the NCDEQ Non-Discharge operating permit
and any treated wastewater that does not meet these standards is diverted to the 5-Day
Upset Pond as the existing meters and controls are set up to do.
4. Construction contractors adhere to all applicable OSHA regulations during construction
activities,as they are required to do.
18

I M WithersRavenel
it/ Our People.Your Success.
3.13.1 Electromagnetic Fields and Interference(if applicable)
This section is not applicable for this project.
3.13.2 Environmental Risk Management
This section is not applicable for this project.
3.14 Corridor Analysis(if applicable)
This section is not applicable for this project.
4.0 Cumulative Effects
There may be indirect and cumulative impacts to general land use in the Town and surrounding
area due to increased development which may occur due to the removal of the sewer
moratorium through this project. However,it is anticipated that indirect and cumulative changes
in land use will be mitigated through the use of the Town Land Development Ordinances;
therefore,no mitigation is proposed relating to general land use as a result of this project. No
other indirect or cumulative effects due to this project are anticipated based on the findings of
this environmental assessment.
5.0 Summary of Mitigation
Land use,water resources,wildlife,air quality,and other natural,cultural,and historical resources
must be protected and maintained to provide for future health and welfare of the Town of
Mount Olive and the State of North Carolina.The proposed project is not expected to have long-
term impacts to the surrounding environment.The proposed project will be completed on land
owned by the Town of Mount Olive and currently in use for the same purpose.
To minimize impacts due to runoff during construction,erosion and sediment control plans will
be submitted to the NC DEMLR for approval.Properly implemented erosion control measures
will mitigate sedimentation into wetland and floodplain areas.
The Town of Mount Olive's and Wayne County's current zoning ordinances will mitigate future
development impacts regarding land use,floodplains,wetlands and streams.
Impacts from construction activities include air quality(dust and equipment emissions),
transportation(traffic),and noise,which will all be short term during construction.
Removal of the woodland wildlife habitat established in the waste disposal area will be mitigated
through the conversion of the woodlands to an open land grass cover crop, resulting in no net
loss of overall habitat.
19

110 WithersRavenel
Our people.Your Success.
6.0 Coordination, Consultation, and Correspondence
A project summary and CH1 request was submitted to the North Carolina State Environmental
Clearinghouse on May 16,2019.A response letter was received on July 15,2019 summarizing
the Clearinghouse Intergovernmental Review,including recommendations from various agencies
within the Department of Environmental Quality on permits that will be required for future
construction on the project.The response included no comments indicating any issues with the
project that would prevent it from moving forward.The official response from the North
Carolina State Clearinghouse,along with the CH1 request,have been included in Appendix IX.
There are no wetlands within the proposed project area. However,a request was submitted to
the US Army Corps of Engineers for concurrence regarding the location of potential wetlands in
the project area,and avoidance of impacts associated with this project. As of the date of this
report, no response has been received.This report has been prepared with preliminary
information regarding site history,and current conditions on the project site and surrounding
area.
A project review request was sent on May 16,2019 to the Catawba and Tuscarora Indian Nation
representatives for comment on the proposed project.As of the date of this report,no response
has been received from the Tuscarora Nation.A response was received from the Catawba Indian
Nation on June 11,2019 stating that the Catawba Nation has no immediate concerns regarding
Native American cultural resources within the project area. Copies of the Tribal Nation requests
and the response from the Catawba Indian Nation are included as Appendix X.
A project review request was sent to the SHPO for comment on the proposed project through
the North Carolina State Environmental Clearinghouse on May 16,2019 and an approval letter
was received July 15,2019. A copy of the project review request and approval letter is included
as Appendix IX.
A project review request was sent to the North Carolina Natural Heritage Program(NCNHP).
The NCNHP project review letter states there are no records for rare species within the
proposed project boundary,and no occurrences of rare species are documented within one-mile
radius of the project area.A copy of the NCNHP project review letter is included as Appendix
XII.
A request for consultation on endangered species and habitat impacts has been sent to the
USFWS regarding the proposed project and an approval letter was received July 19,2019. This
report has been prepared with preliminary information regarding site history,and current
conditions on the project site and the surrounding area.A copy of the request for consultation
from USFWS and the approval letter has been included in Appendix XIII.
Consultation was requested from USDA environmental professionals regarding the requirement
for a LESA review process for the proposed project area and impacts on land classified as
farmland.Response from Mr.Anthony High has been included as Appendix XIV. Mr. High has
confirmed that a LESA review will not be required for the project because the project area
classified as farmland was previously developed for land-application of treated wastewater with
approval from the USDA and will continue to be used for that purpose after the project is
complete.
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7.0 References
"Ordinances."Town of Mount Olive, Retrieved from:www.townofmountolivenc.org/ordinances.
Wayne County,2018,Wayne County Flood Damage Prevention Ordinance,Retrieved from:
https://www.waynegov.com/DocumentCenter/View/3133/20180226 Ordinance 2018219-
WAYNE-FINAL-VERSION?bidld=
USDA NRCS,Soil Survey,Retrieved from:
https://www.nres.usda.gov/wps/portal/nres/main/soils/survey/
8.0 List of Preparers
• J.Clark Maness, PE, Project Manager,WithersRavenel
• Martin Richmond, Environmental Scientist,WithersRavenel
List of Appendices
I. Existing NPDES Permit
II. Existing Non-Discharge Permit
III. Location Map
IV. Facility Map
V. USGS Topo Quad Map
VI. NRCS Soil Survey Map and Wayne County Soil Survey Map
VII. Floodplain Map
VIII. Zoning and Land Use Maps
IX. Response to North Carolina State Clearinghouse Scoping Document Application and
Submitted CH1 Application
X. Response from the Catawba Indian Nation and Tribal Consultation Letter sent to
Tuscarora and Catawba Nation Representatives
Xl. Wayne and Duplin County USFWS List
XII. NCNHP project review letter
XIII. USFWS list of threatened and endangered species known to occur in Wayne County and
consultation request letter and approval letter from USFWS
XIV. Email correspondence with USDA environmental professionals regarding LESA review
process for the project;section from 2002 EA report approving development of farmland
for land application
XV. Mount Olive WWTP Sewer Lines Map
XVI. RD2006-38 and EJSCREEN Results for the Proposed Project
21

APPENDIX I

ATA
MENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild,P.E. John E.Skvarla,Ill
Governor • Director Secretary
February 1,2013 •
Mr.Charles Brown,Town Manager
Town of Mount Olive
P.O.Box 939
Mount Olive,North Carolina 28365
Subject: Issuance of NPDES Permit
NC0020575
Mount Olive WWTP
Wayne County
Facility Class III
Dear Mr.Brown:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly,we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S.Environmental Protection Agency dated October 15,2007(or as
subsequently amended).
The following changes have been incorporated into this permit renewal:
• The Special Condition A.(4)was updated.
• A new footnote wording for the total residual chlorine limit has been added.
• A Mercury Minimization Plan Special Condition was added to the permit(Please see A.(5.)The
Special Condition was added to implement a Statewide Mercury TMDL.This Special Condition
replaces the Permit Re-Opener.
If any parts, measurement frequencies or sampling requirements contained in this permit ate
unacceptable to you,you have the right to an adjudicatory hearing upon written request within thirty(30)
days following receipt of this letter. This request must be in the form of a written petition,conforming to
Chapter. 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings (6714 Mail Service Center,Raleigh,North Carolina 27699-6714). Unless such demand is made,
this decision shall be final and binding.
1617 Mall Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] FAX [phone]
Internet wirouvaiatemeivsfq One
M Equal OpporlunIty 1 tVf rmaliva Action Employer N orth Carolin a
Naturally

Permit NCO020575
STATE OF NORTH CAROLINA
• DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission,and the Federal Water Pollution Control Act,as amended,the
Town of Mount Olive
is hereby authorized to discharge municipal wastewater from a facility located at the
Mount Olive Wastewater Treatment Plant
408 Wilkins Farm Road
Mount Olive,North Carolina
Wayne County
to receiving waters designated as the Northeast Cape Fear River in the Cape Fear River Basin in
accordance with effluent limitations,monitoring requirements,and other conditions set forth in Parts I,
II and III hereof.
The permit shall become effective March 1,2013,
This permit and the authorization to discharge shall expire at midnight on January 31,2017.
•
Signed this day February I,2013.
C
ar ,P.E.,Dire
'Divisionles ofWakild Water ctor Quality
By Authority of the Environmental Management Commission

Permit NC700205 7 5
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility,whether for operation or discharge are hereby revoked.As of
this permit issuance,any previously issued permit bearing this number is no longer effective.Therefore,the
exclusive authority to operate and discharge from this facility arises under the permit conditions,requirements,
terms,mid provisions included herein.
The Town of Mount Olive is hereby authorized to:
1. Continue to operate a 2.0 MGD wastewater treatment facility consisting of the following
.components:
•
• Influent pump station with two 750 gpm and two 1750 gpm pumps
• Mechanical and manual bar screens
Vortex grit removal and grit classifier
• Parshall Flume
• Equalization basin.
• Oxidation/anoxic ditch system
• Two 65 foot diameter clarifiers
• Traveling bridge filter system
• UV disinfection
• Post aeration facilities
•
• Sludge digestor •
• RAS/WAS pump facilities
• Backup generator
This facility is located at the Town of Mount Olive Wastewater Treatment Plant,408 Wilkins Farm
Road,Mount Olive,Wayne County.
2. The wastewater treatment plant shall only discharge the permitted 1.0 MOD discharge limit allowed
under this permit. Additional treated wastewater will be disposed of pursuant to the terms of
recycled water permit WQ0029169.
3. Discharge from said treatment works at the location specified on the attached map into the Northeast
Cape Fear River,a Class C-Swamp stream in the Cape Fear River Basin.

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Quad:Mt.Olive NC0020575 A Facility
Latitude:35'11':i0" 4.
Longitude!7le02'50" 1'own of Mount Olive Location
Sirt•am CIas.:C-Swvnmi NXIWT):t 'IA- y
Subbueiu:030621 I
Receiving Sire^m:Northeast Cepe Fell«Ritmr girth S;:AI E !:24000

Permit NC0020575
A.(1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until expiation,the Permittee is authorized to
discharge treated wastewater from Outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT.LIkTATIONS MONITORING REQUIREMENTS
EFFLUENT CHARACTERISTICS
61664 Weekly Daily. Measuremenl
Average J
Average Maximum Frequency Sample Type Sample Location.'
I'low 1 li;,l,GD I Continuous Recording Influent or Effluent
..a r: i._ I 7.5 mg,_ 3,lveek Composite hfluent&Eiflueril
;April .-vGubei i1)2
BOO,5-day,20`C 10.0.m r 15,0 mc'L I ?Meek Composite Mont&Effluent
(November 1-March 31)2 0
Total Suspended Sollds2 30.0 mg/L 45.0 mg/L 3/Week Campsite Influont&Effluent
NH3 as N -----.._. I Effluent,Upstream&
(April 1-Ocloi. 2 0 mg/L 6.0 mg/1- 3rWeek Cor,posil D x,nstream
erL _
NI s as N ,�nt rl 12 0 nu!i. 3/Week Composite Effluent,Upstream&
((November 1-Blanch 31) 0 Dawnstreurn
Moral Residual Chlorine3 17.0 Net1L 3IWeek Grab Effluent
Fecal Col torm(geometric mean) 200i100 mL 4001160 mL 3/Vveek Grab Effluent,Upstream&
Downstream
1pi1 3/Mak Grab Effldesi
nissc ved Oxyge_un5 3.NVeek Crab Effluent,upstream
1
- -_ --^—^-- - _ Downstream
I •uiMd ntLfo Daily Crab Effluent,Upstream&
T
'empe` Downstream
[Total Nitrogen NO+NOT+TKN Monthly Composite Effluent
Total Chosphorus _ Monthly Composite
Effluent
Chronic Toxicity^' Quarterly Composite Eflueni
Notes:
1. Sec Section A.(3)of this permit for instream monitoring requirements.
2. The monthly average effluent BODS and TSS concentrations shall not exceed 15%of the respective influent
.alue(85%removal).
3. Monitoring aad limit shall only be applicable if chlorine is used for disinfection.The Division shall consider
all effluent TRC values reported below 50 µICE to be in compliance with the permit.However,lie Permittee
shall continue to record and submit all values reported by a North.Carolina certified laboratory(including
field certified),even if these values fall below 501LgfL.
4. The pH shall not be less than 6.0 standard units nor greater than 9,0 standard units.
). The daily effluent dissolved oxygen concentration shall not be less than 6.0 mg/L.
6. Chronic Toxicity(C.eriodaphnia)P/P et 90%with testing in March,June September and December;refer to
Condition A.(2)of this permit.
There shall be no discharge of floating solids or visible fount hi other than trace amounts.

Permit NC0020575
A.(2) CHRONIC TOXICITY PERMIT LIMIT(QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 90%.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in
the"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,"Revised February 1998,or
subsequent versions or"North Carolina Phase II Chronic Whole Effluent Toxicity Test.Procedure"
(Revised-February 1998)or subsequent versions.The tests will be performed during the months of,
March,June,September,and December. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
if the test procedure,performed as the first test of any single quarter,results in a failure or ChY
below the permit limit,then multiple-concentration testing shall be performed at a minimum,in
each of the two following months,as described in "North Carolina Phase if Chronic Whole
Effluent Toxicity Test Procedure"(Revised-February 1998)or subsequent versions.
The chronic value tier multiple concentration testa will be determined using the geometric r.c mean of the
highest concentration having no detectable impairment oi'reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival.The definition of
"deiectable impairment,"collection methods,exposure regimes,and further statistical methods are
specified in the`North Carolina Phase.II Chronic Whole Effluent Toxicity Test Procedure"(Revised-
February 1998)or subsequent versions.
.A II toxicity testing results required as part of this permit condition will he entered on the Effluent
Disch.,age Monitoring Form(114R-1)fur the mouths In which tests were performed.If reporting pass/fait
results using the parameter code'1'(a9B,DWQ Form AT-I (original)is sent to the below address. If
reporting Chronic Value results using the par<tmetei code TRP311,DWQ Form A'1'-3(original)is to be
sent to the fi, lowing address:
�tteotian: NC DENR/DIVQ/Environmental Sciences Section
all Mail Service Center
Raleigh,leigh,North Carolina 2749't-I42 i
Completed Aquatic Toxicity'fest Forms shall be filed with the Environmental Sciences Section no later
than 30 days after the end of the reporting period for which the report is made.Test data shall he
complete,accurate,include all supporting chemical/physical ntcaslu:alnerts and all
concentration/response data,and be certified by laboratory supervisor and ORC or approved designate
signature, Total residual chlorine of Me effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there he no discharge of flow from the facility during a month in which toxicity monitoring is
required,the permitter will complete the information located at the top of the aquatic toxicity(Al)test
form indicating the facility home,permit number,pipe number,county,and the month/year of the report
with the notation of"No Flow'in the comment area of the form. The report!Shall be submitted to the
Environmental Sciences Branch at the address cited above„

Permit NO0020575
A.(2) CHRONIC TOXICITY PERMIT LIMIT(QUARTERLY),continued
Should the permittee fail to monitor during a month in which toxicity monitoring is required,monitoring
• will be required during the following month.Should any test data from this monitoring requirement or
tests performed by the North Carolina Division of Water Quality indicate potential impacts to the
receiving stream,this permit may be re-opened and modified to include alternate monitoring
requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit,the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR and all
AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document(such as minimum
control organism survival,minimum control organism reproduction,and/or appropriate
environmental controls)shall constitute an invalid test and will require immediate follow-up
testing,to he completed no later than the last day of the month following the month of initial
monitoring.
A.(3) INSTRI.,AM MONITORING REQUIREMENTS
Upstream samples shall be collected at least 50 feet from the outfall. !)ownstrearu samples shall be
r.nllecivi at SR 1937 and at Highway 4(r3,
Effluent --1
Measurement FrequencyI Sample Typo
Characterist!es
June Septeaber alwe,A
Dissolved Oxygen Grab
October-May 1/week
Temperature°C June-September 3/week Grab
October-May 1/week
June-September 3/week
BOO October-May llweek "���
June-September 3/week
NHS-N October-May 1/week Grab
June-September 3/week
Focal Colilorm October-May 1/week Grab
All instream monitoring requirements are provisionally waived for the period of time that the Permittee
is a participating member of the Lower Cape Fear River Program(LCFRP). AU instream monitoring
requirements will become effective immediately upon cessation of membership in the LCF1tP by the
Perrnittee.

Permit NC0020575
A.(4) ANNUAL EFFLUENT POLLUTANT SCAN
'I'hc Permittce shall perform a total of three(3)Effluent Pollutant Scans for all parameters listed below. One scan
must be performed in each of the following years: 2013,2014,and 2015. Analytical methods shall be in
accordance with 40 CFR Part 136 and shall be sufficiently sensitive to.determine whether parameters are present
. in concentrations greater than applicable standards and criteria. Samples should be collected with one quarterly
toxicity test each year,and must represent seasonal variation[i.e.do not sample in the same quarter every year].
Unless otherwise indicated,metals shall be analyzed as"total recoverable."
Ammonia(as N) Trans-1,2-dichloroethylene Bis(2-chloroethyl)ether
Chlorine(total residual,TRC) 1,1-dichloroothylene Bis(2-chloroisopropyl)ether
Dissolved oxygen 1,2-dichloropropane Bis(2-ethylhexyl)phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1,I,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorohenzene
Chromium Trichloroethylcnc 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzidine
Lead Acid-exhgctable compounds: Diethyl phthalate
Mercury (EPA Method 1631) P-chloro-m-cresol Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydrazine
Thallium 4,6-dinitro-o-cresol Fluorauthene
Zinc 2,4-dinitrophenol Fluorene
Cyanide 2-nitrophenol Hoxachlorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobatadiene
YnlWile organic compounds_ Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexaehloroethane
Acrylonitrilo 2,4,6-hichloropheno1 Indeno(1,2,3-cd)pyreuc
Benzene Base-neutral compounds: Isophorone
Broutoform Acenaphtltene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi-n-propylamine
Chlorodibrornomethane Benzidine N-nitrosodimethylamine
Chloroethane Benzo(a)anthracene N-nitrosodiphenylarnine
2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromornethane Benzo(ghi)perylene 1,2,4-trichlorobenzene
1,1-dichloroethane Beu7..o(k)fluorauthene
1,2-dichlotnethane It is(2-chloroethoxy)methane
Reporting.Test results shall be reported on DWQ Form-A MR-PPA 1(or in a form approved by the Director)by
December 314 of each designated sampling year. The report shall be submitted to the following address:
NCDENR/DWQ/Central Files,1617 Mail Service Center,Raleigh,North Carolina 27699-1617.

Permit NC0020575
A.(5) MERCURY MINIMIZATION PLAN(MMP)
The permittee shall develop and implement a mercury minimization plan during this permit term. The
MMP shall be developed within 180 days of the NPDES Permit Effective Date,and shall be available
for inspection on-site. A sample MMI'was developed through a stakeholder review process and has
been placed on the Division website for guidance(http://aortal.ncdenr.ora/web/wq/swp/pshtpdes,under
Model Mercury Minimization Plan). The MMP should place emphasis on identification of mercury
contributors and goals for reduction. Results shall be summarized and submitted with the next permit
renewal.
A.(6) OPERATION OF EXPANDED FACILITES
The Mount Olive WWTP has a design capacity of 2.0 MGD after construction and upgrade operations.
However,per the terms of this NPDES permit,the facility's limit for flow discharged to the Northeast
Cape Fear River shall remain 1.0 MOD. Volumes of treated wastewater greater than 1.0 MOD shall be
treated and disposed of in accordance with the terms of Non Discharge permit WQ0029169.

APPENDIX II

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Vaart
Governor Secretary
February 28,2015
CHARLES BROWN—TOWN MANAGER
TOWN OF MT.OLIVE
P.O.BOX 939
MT.OLIVE,NORTH CAROLINA 28365-0939
Subject: Permit No.WQ0029169
Town of Mt.Olive Reclamation
Non-Conjunctive Reclaimed Water Generation,Distribution
and Utilization System
Wayne County
Dear Mr.Brown:
In accordance with your permit renewal request received July 15, 2014, and subsequent
additional information received December 1,2014,we are forwarding herewith Permit No.WQ0029169
dated February 28,2015,to the Town of Mt.Olive for the continued operation of the subject reclaimed
water generation and non-conjunctive reclaimed water utilization facilities.
The Town of Mount Olive has applied for a Special Order by Consent (SOC) with the
Environmental Management Commission, EMC SOC WQ S14-003. The Town of Mount Olive shall
comply with the terms and conditions of this SOC,and non-compliance may result in revocation of this
permit.
Your permit's format has been updated to be consistent with the most current reclaimed water
permit template,and rule references have been updated pursuant to the new I5A NCAC 02U rules that
became effective July 18,2011.
This permit shall be effective from February 28,2015 until January 31,2020,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 for they may differ from the previous permit issuance.
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
reporting forms are available for download at:ItttpJ/aortal.ncdenr.orta'web/wu/aos/lau/reporting.
Please note the following permit conditions are new since the last permit issuance:
1. Condition 11.8:Location of reclaimed water lines relative to water lines.
2. Condition I1.9:Location of reclaimed water lines relative to sewer lines.
3. Condition II.11:Compliance boundary and sale of property
4. Condition 11.12:No well construction within compliance boundary.
5. Condition 11.13:Compliance boundary and other land owner.
6. Condition 111.2:Operation and maintenance(O&M)plan requirement.
7. Condition 111.4:Operator on call 24 hours per day.
8. Condition I11.6:Ponding prevention.
9. Condition 111.8:Testing of irrigation equipment every permit cycle.
Non-Discharge Permitting Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Phone:[phone] Internet hIp//portal ncdenr aaAvebAvq
An Equal Opportunity I Affirmative Acton Employer-Made in pat with recycled paper

Mr.Charles Brown
Town of Mt.Olive
February 28,2015
Page 3 of 3
10. Condition 1I1.10:Secondary power generation equipment required.
11. Condition 11I.11:Public access to generation and storage facilities prohibited.
12. Condition 111.14:Lagoons to have freeboard of at least two feet.
13. Condition 111.15:Gauge to monitor lagoon water levels.
14. Condition 111.16:Vegetative cover on earthen embankments.
15. Condition III.17: In case of wastewater treatment plant upset,all effluent diverted to 5.4 MG
upset lagoon.
16. Condition I11.18:Public education program concerning reclaimed water.
17. Condition I11.19:Notification to employees not to drink reclaimed water.
18. Condition IV.2:Certified lab to be used.
19. Condition IV.5:Reclaimed water tracking.
20. Condition IV.6:Accuracy of freeboard record entries.
21. Condition IV.7:Residuals record keeping.
22. Condition 1V.8.e: Maintenance log to keep record of releases of reclaimed water to surface
waters
23. Condition IV.11:Annual report of wastewater treatment plant performance.
24. Condition IV.12:Monitoring well sampling on GW-59.
25. Condition IV.13: Wording of noncompliance section substantially changed from previous
permit.
26. Condition V.7:Permit to be maintained until facility closed.
27. Condition V.8:Permit subject to revocation on six month notice.
28. Condition V.9: Expansion not possible without a variance if Permittee exhibits certain
behavior.
29. Appendix A:Flow reduced from 660,500 GPD to 560,893 GPD.
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 filed 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.
If you need additional information concerning this matter,please contact Troy Doby at(919)807-6336 or
[e-mail].
Sincerely,
S.Jay Zimmerman,Acting Director
Division of Water Resources
cc: Wayne County Health Department[kevin.whitlevt waynegov.comj(Electronic Copy)
Washington,NC Regional Office,Water Quality Regional Operations Section
Beth Buffington,Public Water Supply Section—Protection and Enforcement Branch(Electronic
Copy)
Central Files
Digital Permit Archive(Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
NON-CONJUNCTIVE RECLAIMED WATER GENERATION,DISTRIBUTION AND
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
Town of Mt. Olive
Wayne County
FOR THE
continued operation of a 560,893 gallon per day(gpd)reclaimed water generation system consisting of:
a reclaimed water pump station with two(2) 1,750 gallon per minute(gpm),40 horsepower(hp)transfer
pumps and three(3)350-gpm,25 hp drip irrigation pumps,an in-line automatic backwash strainer,a lined
5.4 MG reclaimed water upset lagoon,a 28.1 MG irrigation storage lagoon,and a drip irrigation system
covering 145.5 acres grouped into twelve(12) fields, using 20 mm pressure-compensating drip tubing
rated at 0.52 gallons per hour(gph) per emitter, with emitters spaced on 2-foot centers, with the drip
tubing spaced approximately on 10-foot centers, associated header piping, lateral piping and
appurtenances with a vegetative cover of grass and/or trees at the Town of Mount Olive WWTP;and all
associated piping,valves and appurtenances;
to serve the Town of Mt.Olive,with no discharge of wastes to surface waters,pursuant to the application
received July 15, 2014, and subsequent additional information received by the Division of Water
Resources, 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 February 28,2015 until January 31,2020,and shall be subject to the
following specified conditions and limitations:
SCHEDULES
I. 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 renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate.Please note Rule I5A
NCAC 02T.0105(d)requires an updated site map to be submitted with the permit renewal
application. [15A NCAC 02U.0106,02U.0109]
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II. PERFORMANCE STANDARDS
1. The subject reclaimed water facilities shall be effectively maintained and operated at all times so
there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance,or failure of the utilization areas to adequately
assimilate the reclaimed water, the Permittee shall take immediate corrective actions including
Division required actions, such as the construction of additional or replacement reclaimed water
generation and utilization facilities. [U.S. 143-215.1, 143-213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this facility. [15A NCAC 02B.0200,02L.0100]
3. All wells 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
jurisdictional laws and regulations pertaining to well construction. [I5A NCAC 02C.0108]
4. Effluent limitations for generated reclaimed water shall not exceed those specified in Attachment A.
[15A NCAC 02U.0300]
5. Application rates shall not exceed those specified in Attachment B. [15A NCAC 02U.0401(g),02U
.0402(m)]
6. The following shall be requirements for the reclaimed water facilities:
a. All reclaimed water valves, storage facilities and outlets shall be tagged or labeled to warn the
public or employees that reclaimed water is not intended for drinking. Where appropriate,such
warning shall inform the public or employees to avoid contact with reclaimed 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:RECLAIMED 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 reclaimed water pipelines in a visible
manner, fastened at least every 10 feet to each pipe length and run continuously the entire
length of the pipe.
iii. Existing underground distribution systems retrofitted for the purpose of distributing
reclaimed water shall be taped or otherwise identified as noted above. This identification
need not extend the entire length of the distribution system,but shall be incorporated within
10 feet of crossing any potable water supply line or sanitary sewer line.
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. Hose bibs shall be located in locked, below grade vaults that shall be labeled as being of non-
potable quality.As an alternative to the use of locked vaults with standard hose bib services,other
locking mechanisms such as hose bibs which can only be operated by a tool may be placed above
ground and labeled as non-potable water.
[15A NCAC 02U.0403]
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7. No direct cross-connections shall be allowed between reclaimed water and potable water systems,
unless such connection has been approved by the Department pursuant to 15A NCAC 18C .0406.
[15A NCAC 02U.0403(f)]
8. Reclaimed water distribution lines shall be located at least 10 feet horizontally from and 18 inches
below any water line where practicable.Where these separation distances cannot be met,the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC I 8C.
[15A NCAC 02U.0403(h)]
9. Reclaimed water distribution lines shall be located at least two feet horizontally from and 18 inches
above any sewer line where practicable. Where these separation distances cannot be met,the piping
and integrity testing procedures shall meet water main standards in accordance with 15A NCAC 18C.
[15A NCAC 02U.0403(j)]
10. The compliance and review boundaries 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. [15A NCAC 02H.0219(kx1)(C)(iXIlI)]
11. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L.0107(c)]
12. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring
wells,shall be constructed within the compliance boundary except as provided for in I 5A NCAC 02L
.0107(g).
13. Except as provided for in 15A NCAC 02L.0107(g),the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Wayne County Register of Deeds an easement running with the land containing the following items:
a. A notice of the permit and number or other description as allowed in l5A NCAC 02L.0107(0(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary;and
c. Reserves the right of the Permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
[15A NCAC 02L.0107(f)]
14. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for reclaimed utilization sites shall be as follows(all distances in feet):
i. Surface waters not classified SA: 25
ii. Surface waters classified SA: 100
iii. Any well with exception to monitoring wells: 100
b. The setbacks for treatment units shall be as follows(all distances in feet):
i. Any property line: 50
c. The setbacks for final effluent storage units shall be as follows(all distances in feet):
i. Any property line 50
[1 SA NCAC 02U.0701]
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III. OPERATION AND MAINTENANCE REOUIREMENTS
I. The reclaimed water generation and utilization 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 reclaimed water or partially treated effluent resulting from the operation
of this facility. [15A NCAC 02T.0108(bxl)]
2. The Permittee shall maintain an Operation and Maintenance Plan pursuant to 15A NCAC 02U
.0801,which at a minimum shall include the following:
a. Description of the system in sufficient detail to show what operations are necessary for the
system to function and by whom the functions will be conducted;
b. A map of all distribution lines and record drawings of all utilization systems under the
Permittee's control;
c. Description of anticipated maintenance activities;
d. Include provisions for safety measures including restriction of access to sites and equipment;and
e. Spill control provisions including response to upsets and bypasses including control,containment,
remediation, and contact information for plant personnel, emergency responders and regulatory
agencies.
[15A NCAC 02U.0801]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non-discharge facilities, in accordance with l5A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge(ORC) and one or
more certified operator(s)as back-up ORC(s). The ORC or one of his certified operators must be on
site when the fields are being irrigated. The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G.0200,and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02U.0117]
4. An operator certified by the Water Pollution Control System Operators Certification Commission
(WPCSOCC)of a grade equivalent or greater than the facility classification shall be on call 24 hours
per day. [15A NCAC 02U.0401(e),02U.0402(i)]
5. A suitable year round vegetative cover shall be maintained on irrigation sites at all times,such that
crop health is optimized,allows for even distribution of reclaimed water,and allows inspection of
the irrigation system. [15A NCAC 02T.0108(b)(1)]
6. Adequate measures shall be taken to prevent reclaimed water ponding in or running off of the
irrigation sites. [15A NCAC 02T.0108(bxl)]
7. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff. [15A NCAC 02T.0108(b)(1)]
8. All reclaimed water irrigation equipment shall be tested and calibrated at least once per permit cycle.
Calibration records shall be maintained at the facility for a period of no less than five years,and shall
be made available to the Division upon request. [15A NCAC 02T.0108(b)(1)]
9. Only reclaimed water generated at Town of Mt. Olive Wastewater Treatment Plant (Permit No.
WQ0029169)shall be utilized in accordance with this permit. [G.S.143-215.1]
10. An automatically activated standby power source capable of powering all essential treatment units
shall be on site and 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. [15A NCAC 02U.0402(h)]
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11. Public access to the reclaimed water generation facilities and all existing storage ponds shall be
prohibited. [15A NCAC 02U.0402(f)]
12. Public access to reclaimed water utilization sites shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site. [15A
NCAC 02U.0501]
13. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T.0108(b)(I)]
14. Freeboard in the 5.4 MG reclaimed water upset lagoon and the 28.1 MG irrigation storage lagoon
shall not be less than two feet at any time. [15A NCAC 02T.0108(b)(1)]
15. A gauge to monitor reclaimed water levels in the 5.4 MG reclaimed water upset lagoon and the 28.1
MG irrigation storage lagoon shall be provided. This gauge shall have readily visible pennanent
markings at inch or tenth of a foot increments. [15A NCAC 02T.0108(b)(l)]
16. A protective vegetative cover shall be established and maintained on all earthen embankments(i.e.,
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 dikes or embankments.
Earthen embankment areas shall be kept mowed or otherwise controlled and accessible. [I5A
NCAC 02T.0108(b)(1)]
17. All effluent shall be routed to the 5.4 MG reclaimed water upset lagoon should the limit for fecal
coliform (e.g., daily maximum concentration of 25 colonies per 100 mL) or turbidity (e.g.,
instantaneous maximum of 10 NTU)be exceeded,until the problems associated with the wastewater
treatment plant have been corrected. The wastewater in the 5.4 MG reclaimed water upset lagoon
shall be pumped back to the treatment plant headworks for re-treatment or treated in the 5.4 MG
reclaimed water upset lagoon prior to utilization. [15A NCAC 02U.0402(e)]
18. The Permittee shall develop and implement an education program to inform users (including
employees)about the proper use of reclaimed water. Educational material shall be provided to all
residents and/or other facilities provided with reclaimed water, and these materials shall be
maintained consistent with the reclaimed water uses. All educational materials shall be made
available to the Division upon request. [15A NCAC 02U.0501(aX4)]
19. In accordance with 15A NCAC 02U .0501, the Permittee shall provide notification to the public
and/or employees about the use of reclaimed water, and that reclaimed water is not intended for
drinking. Such notification shall be provided to employees in a language they can understand. [I5A
NCAC 02U.0501]
20. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T.1100. The Permittee shall maintain a residual management plan
pursuant to 15A NCAC 02U.0802. [15A NCAC 02T.1100,02U.0802]
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IV. MONITORING AND REPORTING REQUIRMENTS
I. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses)necessary to ensure groundwater and surface water protection shall be established,and an
acceptable sampling reporting schedule shall be followed. [I 5A NCAC 02T.0108(c)]
2. A Division certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H.0800]
3. Flow through the reclaimed water generating 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 to ensure the
accuracy and reliability of flow measurement consistent with accepted engineering and scientific
practices. Selected flow measurement devices shall be capable of measuring flows with a maximum
deviation of less than ten percent from true flow;accurately calibrated at a minimum of once per year;
and maintained to ensure the accuracy of measurements is consistent with the selected device's
accepted capability. The Permittee shall maintain records of flow measurement device calibration on
file for a period of at least five years. At a minimum,documentation shall include:
a. Date of flow measurement device calibration,
b. Name of person performing calibration,and
c. Percent from true flow.
[15A NCAC 02T.0105(k)]
4. The Permittee shall monitor the reclaimed water from the generating facility at the frequencies and
locations for the parameters specified in Attachment A. [15A NCAC 02T.0108(c)]
5. The Permittee shall maintain adequate records tracking the amount of reclaimed water utilized.
Records shall be maintained for a minimum of five years. At a minimum,these records shall include
the following information for each utilization site listed in Attachment B:
a. Date of reclaimed water utilization;
b. Site irrigated;
c. Length of time site is irrigated;
d. Continuous weekly,monthly,and year-to-date hydraulic(inches/acre)loadings;
e. Weather conditions;and
f. Maintenance of cover crops.
[15A NCAC 02T.0108(c)]
6. Freeboard(i.e.,reclaimed water level to the lowest embankment elevation)in the 5.4 MG reclaimed
water upset lagoon and 28.1 MG irrigation storage lagoon shall be measured to the nearest inch or
tenth of a foot,and recorded weekly. Weekly freeboard records shall be maintained at the facility for
a period of no less than five years,and shall be made available to the Division upon request. [15A
NCAC 02T.0108(c)]
7. A record shall be maintained of all residuals removed from this facility. This record shall be
maintained at the facility for a period of no less than five years,and shall be made available to the
Division upon request. At a minimum,this record shall include:
a. Name of the residuals hauler;
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b. Non-Discharge permit number authorizing the residuals disposal,or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled;and
d. Volume of residuals removed.
[15A NCAC 02T.0108(c)]
8. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for
a period of no less than five years,and shall be made available to the Division upon request. At a
minimum,this log shall include:
a. Visual observations of treatment plant and plant site;
b. Date of calibration of flow measurement device(s);
c. Date and results of power interruption testing on alternate power supply;
d. Record of preventative maintenance (e.g., changing/adjusting of equipment, pump and valve
maintenance,cross connection control,testing,inspections and cleanings,etc.;and
e. Record of all unpermitted releases of reclaimed water to surface water or land surface including
date of occurrence,estimated volume of release,cause,and corrective action taken.
[15A NCAC 02T.0108(b)(1)]
9. Three copies of all effluent monitoring data and reclaimed water distribution data(as specified in
Conditions IV.3.,IV.4.,IV.5.and IV.6.)shall be submitted on Form NDMR for each PPI listed in
Attachment A. Reporting forms shall be submitted on or before the last day of the following month.
If no reclaimed water distribution activities occurred during the monitoring month,monitoring reports
documenting the absence of the activity are still required to be submitted. All effluent monitoring
data shall be submitted to the following address: Division of Water Resources,Information
Processing Unit, 1617 Mail Service Center,Raleigh,North Carolina,2 7699-1 6 1 7. [15A NCAC 02T
.0105(1)]
10. Three copies of all operation and utilization records(as specified in Conditions IV.7 and IV.10)shall
be submitted on Form NDAR-1 for every non-conjunctive utilization site listed in Attachment B.
(Note:conjunctive use sites do not require NDAR-1 submission). Reporting forms shall be submitted
on or before the last day of the following month. If no reclaimed water utilization activities occurred
during the month,monitoring reports are still required documenting the absence of the activity. All
information shall be submitted to the following address: Division of Water Resources,Information
Processing Unit,1617 Mail Service Center,Raleigh,North Carolina,27699-1617. [15A NCAC 02T
.0105(1)]
11. Pursuant to§ 143-215.1 C.,the Permiee shall provide to its users and the Division of Water
Resources an annual report summarizing the performance of the wastewater treatment and utilization
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. This report shall be prepared on either
a calendar or fiscal year basis and shall be provided no later than 60 days after the end of the calendar
or fiscal year. Two copies of the annual report provided to the Permittee's users shall be submitted
to: Division of Water Resources,Water Quality Permitting Section, 1636 Mail Service Center,
Raleigh,North Carolina 27699-1636. [15A NCAC 02U.1401(f)]
12. Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form(GW-59),along with attached copies of laboratory analyses,on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form(GW-
59)shall include this permit number,the appropriate well identification number,and one GW-59a
certification form shall be submitted with each set of sampling results. All information shall be
submitted to the following address: Division of Water Resources,Information Processing Unit, 1617
Mail Service Center,Raleigh,North Carolina,27699-1617. [15A NCAC 02T.0105(m)]
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13. Noncompliance Notification:
The Permittee shall report by telephone to the Washington,NC 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 facility resulting in the treatment of significant amounts of wastes that is
abnormal in quantity or characteristic,including the known passage of a hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any
unpermitted release of reclaimed water to land surface greater than or equal to 5,000 gallons.
Unpermitted releases less than 5,000 gallons to land surface shall be documented by the Permittee
in accordance with Condition IV.12 but do not require Regional Office notification.
d. Any failure, due to known or unknown reasons, that renders the reclaimed water distribution
line(s) incapable of adequately transporting the reclaimed water (e.g., mechanical or electrical
failures,line blockages or breaks,etc.);
e. Any time self-monitoring indicates the facilities permitted herein have gone out of compliance
with the limitations contained in this permit.
f. Ponding in or runoff from the reclaimed water utilization sites.
Any emergency requiring immediate reporting(e.g.,discharges to surface waters,imminent failure of
a storage structure,etc.)outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to be taken to ensure the problem does not recur.
[15A NCAC 02T.0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
reclaimed water generation,distribution lines,and utilization facilities. [15A NCAC 02T.0108(b)]
2. The Pennittee or their designee shall inspect the reclaimed water generation,distribution lines, and
utilization facilities to prevent malfunction, facility deterioration and operator errors resulting in
discharges,which may cause the release of wastes to the environment,a threat to human health or a
public nuisance. The Permittee shall maintain an inspection log that includes,at a minimum,the date
and time of inspection,observations made,and any maintenance,repairs,or corrective actions taken.
The Permittee shall maintain this inspection log for a period of five years from the date of the
inspection, and this log shall be made available to the Division upon request. [15A NCAC 02T
.0108(b)]
3. Any duly authorized Division representative may,upon presentation of credentials,enter and inspect
any property,premises or place on or related to the reclaimed water generation,distribution lines,and
utilization facilities permitted herein at any reasonable time for the purpose of determining
compliance with this permit; may inspect or copy any records required to be maintained under the
terms and conditions of this permit,and may collect groundwater,surface water or leachate samples.
[G.S. 143-215.1]
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VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to I43-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the permitted facilities are not constructed in accordance with
the conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T.0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T
.0105(n). [G.S. 142-215.1]
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 jurisdictional government agencies
(e.g.,local,state,and federal). 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;any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500;National Pollutant Discharge Elimination System (NPDES)
requirements under 15A NCAC 02H.0100,and documentation of compliance with Article 21 Part 6
of Chapter 143 of the General Statutes. [15A NCAC 02T.0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name,a written
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms,and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [I5A NCAC
02T.0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the
facilities permitted herein. [15A NCAC 02T.0108(bxl)]
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 pursuant to 15A NCAC
02T.0105(j). [15A NCAC 02T.0105(j)]
8. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T.0110. [15A NCAC 02T
.0110]
9. Unless the Division Director grants a variance,expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T.0120(b). [15A
NCAC 02T.0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to 15A
NCAC 02T.0105(e)(3). [15A NCAC 02T.0105(e)(3)]
11. This permit in no way negates,precludes,or invalidates the most recent reissuance of NPDES Permit
No.NC0020575,and the Permittee shall continue to comply with all conditions provided for therein.
[G.S. 142-215.1]
WQ0029169 Version 2.0 Shell Version 140707 Page 9 of 10

Permit issued this the 28ih day of February,2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S.Jay Zimmerman,Acting Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WO0029169
WQ0029169 Version 2.0 Shell Version 140707 Page 10 of 10

ATTACHMENT A-LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0029169 Version:2.0
PPI 001-Reclaimed Water Generation System Effluent
EFFLUENT CHARACTERISTICS EFFLUENT LIMITS MONITORING REQUIREMENTS
PCS Parameter Description Units of Monthly Monthly Geometric Mean Daily Daily Maximum Measurement Sample
Code Measure Average Minimum Frequency Type
50050 Flow,Reclaimed Water Distributed gal/day 560.893 Continuous Recording
00310 BODS(20°C) mg/I 10 15 Daily' Composite
00530 Total Suspended Solids(TSS) mg/I 5 10 Daily Composite
31616 Fecal Coliform(44.5°C) /100 ml 14 25 Daily Grab
00610 Ammonia(as N) mg/I 4 6 Daily Composite
00620 Nitrate(as N) mg/I Daily Composite
00625 Total Kjeldahl Nitrogen(TKN) mg/1 Daily Composite
00600 Total Nitrogen mg/1 Daily Composite
00940 Chloride(as CI) mg/1 Daily Composite
00400 pH Daily Grab
00076 Turbidity NTU 10 Continuous Recording
I. Daily means weekday non-holidays.
WQ0029169 Version 2.0 Attachment A Page I of 2

THIS PAGE BLANK

ATTACHMENT B-APPROVED RECLAIMED WATER USES Permit Number: WQ0029169 Version:2.0
NON-CONJUNCTIVE LAND APPLICATION SITES
TOWN OF MT.OLIVE-TOWN OF MT.OLIVE RECLAMATION
IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS
Net Dominant Maximum Yearly
Zone Owner County Latitude Longitude Acreage Soil Series Parameter instantaneous Max Units
Hourly Rate
1 Town of Mt.Olive Wayne 35.2°N 78.0°W 13.2 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
2 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.6 Norfolk Loading of Reclaimed Watcr 0.4 61.0 inches
3 Town of Mt.Olive Wayne 35.2°N 78.0°W 14.5 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
4 Town of Mt.Olive Wayne 35.2°N 78.0°W 12.8 Nortblk Loading of Reclaimed Water 0.4 61.0 inches
5 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.2 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
6 Town of Mt.Olive Wayne 35.2°N 78.0°W 8.5 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
7 Town of Mt.Olive Wayne 35.2°N 78.0°W 10.4 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
8 Town of Mt.Olive Wayne 35.2°N 78.0°W 12.0 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
9 Town of Mt.Olive Wayne 35.2°N 78.0°W 9.8 Norfolk Loading of Reclaimed Water 0.4 61.0 inches
10 Town of Mt.Olive Wayne 35.2°N 78.0°W 15.0 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
11 Town of Mt.Olive Wayne 35.2°N 78.0°W 15.3 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
12 Town of Mt.Olive Wayne 35.2°N 78.0°W 13.2 Goldsboro Loading of Reclaimed Water 0.4 61.0 inches
Totals 145.5
Latitude and Longitude from Google Maps
WQ0029169 Version 2.0 Attachment B Page 1 of 2
1

ATTACHMENT C—GROUNDWATER MONITORING AND LIMITATIONS Permit Number: WQ0029169 Version:2.0
Monitoring wells:MW-I,MW-2,and MW-3
GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS
PCS Code Parameter Description Daily Maximum Frequency Measurement Sample Type Footnotes
82546 Water Level,Distance from measuring point feet 3 x Year Calculated I.2,3
00680 Carbon,Tot Organic(TOC) mg/L 3 x Year Grab I.6
00940 Chloride(as CI) 250 mg/L 3 x Year Grab
31616 Coliform.Fecal MF,M-FC Broth.44.5°C #/100 mL 3 x Year Grab
00610 Nitrogen,Ammonia Total(as N) 1.5 mg/L 3 x Year Grab
00620 Nitrogen,Nitrate Total(as N) 10 mg/L 3 x Year Grab I
00400 pH 6.5-8.5 su 3 x Year Grab I.2
00665 Phosphorus.Total(as P) mg/L 3 x Year Grab
70300 Solids,Total Dissolved-180°C 500 mg/L 3 x Year Grab I
GWVOC Volatile Compounds(GC/MS) Present:Yes/No Annually Grab 1.4,5
I. 3 x Year monitoring shall be conducted in March.July&November;and 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
of pH 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 Water Quality Permitting Section Chief
Any method used must meet the following qualifications:
a. A laboratory must be DWR certified to run any method used.
b. The method used must,at a minimum,include all the constituents listed in Table VIII of Standard Method 6230D.
c. The method used must provide a PQL of 0.5 µg/L or less that must be supported by laboratory proficiency studies as required by DWR. 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,NC Regional Office supervisor,telephone number(252)946-
6481,must be contacted immediately for further instructions regarding any additional follow-up analyses required.
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/1,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 infonnation provided in Figure 1 and this attachment.
W00029169 Version 2.0 Attachment C Page 1 of 2

FIGURE 1
'.i. '1
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. 14411:: M W 1 ..
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APPENDIX III

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MOUNT OLIVE,NC . „f ; i e'l‘'...1
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,
110 WithersRavenet /.- 7\ls.', i : Legend
4„.,1, +, ••1 ' I=WWTP Facility and Reclawned Water Appl.cahon Fmids
r-3 MOUNT OLIVE ,
; c:3 County Boundary
...,...... ..- ,

APPENDIX IV

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====aimmipm! MOUNT OLIVE WWTP USDA IMPROVEMENTS WWTP SITE PLAN illWltherSRaVenet

APPENDIX V

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Mount Olive, NC 1'\
I USGS Map -� `��
�• moo• : , � � ,
! .. WithersRavenel ir ,�
/ Engineers I Planners Surveyors
115 MacKenan Or I Cary NC.27511 y;.•;;
t 919.469.3340 \ ' ,
license N:C-0832 y.- 'e1'
www.wi[hersravenel.com "�' _ Legend
0 1,250 2,500 5,000
Feet
_ Mount Olive Municipal Limits
1 inch=2,500 feet
����II !l—lam- mat, ter,. —•
Path:K:\18\18-1000\181005-Mount Olive WWTP Evaluation\Geomatics\GIS\Mount Olive USGS.mxd Printed Date:5/8/2019 Created By:DEV

APPENDIX VI

GRAPHIC SCALE / - NoA , BORROW PIT -, , Ra
�o •a �J Nog Go
i,
• a� NoB
1 inct,=eooici.. Nob No6 wag Bbe. �'`�- • NoC
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� = NoA �� /
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I 9
f MOUNT OLIVE WWTP WAYNE CO.SOIL SURVEY(1972)-SHEET 42 111 WitheirsRanel
al-' oun.orvr WAYNE COUNTY NO.I c,xauN, e^gMeanw,r:�wve�eyors
al

s Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina a
h, (Mount Olive WWTP&Reclaim Water Application Fields-NRCS Soils Map) Q
b k
q 78100 ]®m J®m m 0 VMS J9) 7®900 Riau WITCO 7=0 11II03 90 7reel 100
11,
• Ramp / Bb
1969 Nola .,
Rub -
N_o A RuA 6r62r
GoA .` ..
/ Bb
/ Ra CrC2
Ra 1 J
NoA Po Ba Ry82GoA NoA i
1 NrB2
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NoB Ra NoB
Ra
KaD
RuB Bb
Ry62Y 4 RB RYB2
1 :7
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Q r
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1 BbA�t
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t _
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a i
M
Map Sate:1:10,900 feinted on Aand.pe(II"x 85)sheer.
Meters 1 N
a 150 000 900 900
A
� Feat 1
Map eolaota:NCO Memtor a C oxNina�:oa30 4 Edge tie:111M tore 17N NG584
ailNatural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey

•
Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWfP&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
Area of Interest(A01) g spoil Area The soil surveys that comprise your A01 were mapped at scales
0 Area of Interest(AOp Q Stony Spot ranging from 1:20,000 to 1:24,000.
Sofia Very Stony Spot blaming:Soil Map may not be valid at this scale.
Soil Map Unit Polygons
wet spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
• Soil Map Unit Points contrasting soils that could have been shown at a more detailed
Special Line Features
Special Point Features scale.
V Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
0 Borrow Pit measurements.
Transportation
Clay Spot ..we Rails Source of Map: Natural Resources Conservation Service
Closed Depression Web Soil Survey URL:
ay Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
• Gravel Pit .ri US Routes
Maps from the Web Soil Survey are based on the Web Mercator
• Gravely Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
O Landfill Local Roads Albers equal-area conic projection,should be used if more
•
A. Lava Flow
Background accurate calculations of distance or area are required.
Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
ft Mine or Quarry
Sod Survey Area: Duplin County,North Carolina •
O Miscellaneous Water Survey Area Data: Version 14,Sep 10,2018
O Perennial Water Soil Survey Area: Wayne County,North Carolina
v Rock Outcrop Survey Area Data: Version 16,Sep 10,2018
+, Saline Spot Your area of interest(A01)includes more than one soil survey
area.These survey areas may have been mapped at different
• Sandy Spot scales,with a different land use in mind,at different times,or at
Severely Eroded Spot different levels of detail.This may result in map unit symbols,soil
properties,and interpretations that do not completely agree
O Sinkhole across soil survey area boundaries.
• Side or Slip Soil map units are labeled(as space allows)for map scales
1:50,000 or larger.
• Sodic Spot
Date(s)aerial images were photographed: Oct 29,2014—Nov
28,2017
•
USDA Natural Resources Web Soil Survey 3/26/2019
210 Conservation Service National Cooperative Soil Survey Page 2 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWI'P&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
The orthophoto or other base map on which the sod lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
Natural Resources Web Soil Survey 3/26/2319
Conservation Service National Cooperative Soil Survey Page 3 of 5

Soil Map-Duplin County,North Carolina,and Wayne County,North Carolina Mount Olive WWTP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BbA Bibb sandy loam,0 to 1 0.2 0.1%i
percent slopes,frequently
flooded
JpA Johnston and Pamlico soils,0 0.1 0.0%
to 1 percent slopes,
frequently flooded
Subtotals for Soil Survey Area 0.3 0.1%
Totals for Area of Interest 328.0 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb sandy loam 46.7 14.2%
Bp Borrow pit 4.2 1.3%
CrB2 Craven sandy loam,2 to 6 4.4 1.3%
percent slopes,eroded
(Gritney)
CrC2 Craven sandy loam,6 to 10 4.3 1.3%
percent slopes,eroded
(Gritney)
GoA Goldsboro loamy sand,0 to 2 5.9 1.8%
percent slopes,Southern
Coastal Plain
Jo Johns sandy loam 3.7 1,1%
Js Johnston loam 1.2 0.4%
KaD Kalmia loamy sand,10 to 15 6.7 2.0%
percent slopes(V)Anton)
Ly Lynchburg sandy loam,0 to 2 5.0 1.5%
percent slopes
M-W Miscellaneous water 4.7 1.4%
NoA Norfolk loamy sand,0 to 2 32.9 10.0%
percent slopes
NoB Norfolk loamy sand,2 to 6 48.0 14.6%
percent slopes
NoC Norfolk loamy sand,6 to 10 19.9 6.1%
percent slopes
NrB2 Norfolk sandy loam,2 to 6 5.6 1.7%
percent slopes,eroded
Po Pantego loam 1.5 0.4%
Ra Rains sandy loam,0 to 2 28.0 8.5%
percent slopes
RuA Ruston loamy sand,0 to 2 32.0 9.8%
percent slopes(Orangeburg)
RuB Ruston loamy sand,2 to 6 32.0 9.7%
percent slopes(Orangeburg)
USDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 4 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina Mount Olive WWTP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
RyB2 Ruston sandy loam,2 to 6 19.4 5.9%
percent slopes,eroded
(Orangeburg)
WaB Wagram loamy sand,0 to 6 5.7 1.8%
percent slopes
WaC Wagram loamy sand,6 to 10 4.8 1.5%
percent slopes
We Weston loamy sand 11.2 3.4%
(Woodington)
Subtotals for Soil Survey Area 327.7 99.9%
Totals for Area of Interest 328.0 100.0%
USDA Natural Resources Web Soil Survey 3/26/2019
2011 Conservation Service National Cooperative Soil Survey Page 5 of 5

APPENDIX VII

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APPENDIX VIII

' f
g ---
,NC 55 HO+ 1 / -'c't.1P
y
. �, -'t MOUNT OLIVE WWTP
, /, _ ; ! Legend
j/� r
Jew~ - i, ` o• 1• O WWTP Vanity and Redaime0 Water Appicatien Fieks ,
I
f e4- C�Cty of Mount Olrve
9
' l {
.- Aenalmre Ii
MOUNT OLIVE,NC gw ' Illsc Arpon
ZONING -Commerce!
ALI ith WersRavenel '
quipIth nam.rsl Swven, _ . - A -otnoe
-Resdential
^'w-•^•^+••> - Urban Center
J0 0 I0 2000 4000
Fen -Village
ncl,-1.833 feet
Fear K 14 1405.1011905311 FasrflMn Jrhire llrlbie•Cmmanr.\CiSNMamr Myr)mingmm R�m.n c.a•

,-
11 r
/ A 71.144 .:".. -----,-;i ' - _ '--,.:7, •, ,41...=' -0 t ' /V ..4'
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= 1 / ',',..-; --. •
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t , Minn r OLIVE VVINTP
— 4 :
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lit=
„,..
' •
- , ( - ---__ Legend
L " ' --211111 , r N - • WORP Facility and Reclaimed W ate—•.,r Applicat
ion Fields
• ,.,... ,City of Mount Olive
',.—.—— ' Land Use
MOUNT OLIVE ',NC , - i 0:4111 ..,.,
'v .
,.._ _Resdential
"..., ...
LAND USE —
. / -' /
: S ,,..-'
-- . _ IIIIIIN Commercial
:.2'4,' MI military
WithersRavenel tit,,
11111 County
. .<."....1.1et
. ,.............•.... MI M unK 1 pa I
l 1 00) 2000. 4000
Feet 1.11 New Parcels
1 inch-1.833 feet

APPENDIX IX

REQUEST FOR ENVIRONMENTAL SCOPING
For use by USDA-Rural Development in gathering information in preparation of an
Environmental Review Reviewing Agency lD4:
Part 1 Type or Print in Black Ink
1.PROJECT INFORMATION
Legal Applicant/Recipient: Town of Mount Olive
Street/PO Box: 114 East James Street City: Mount Olive Slate:NC Zip Code:28365
County: Wayne County Contact Person: Charles Brown(Town Manager) Phone(include Area Code):
[phone] ext.107
Type of Applicant/Recipient: (Enter Appropriate Letter) c
A.State E.Interstate I.State Controlled Institution of Higher Learning M.Non-Profit Organization
B.County F.Intermunicipal J.Private University N.Other(Specify):
C.Municipal G.Special District K.Indian Tribe
D.Township H.Independent School Dist. L.Individual
Project Title: Mount Olive WWTP Improvements Project Start Date: Duration:
_March 2019 —34 months(PER
tnSitmRIP onl
Area of Impact(cities,counties,etc.): Mount Olive,NC&Calypso, Estimated number of Has project been reviewed before by
NC persons benefiting: State Clearinghouse:
Wastewater treatment plant site and reclaim water application fields 5,200 ® NO El YES project#
Type of Application: (Enter Appropriate Letter) a
Federal Agency to Receive Request(name&complete address):
•
a.New b.Revision c.Continuation
Mailing Address:
USDA Rural Development
PO Box 6189
Kinston, NC 28501
Physical Address:
USDA Rural Development
2044-C Hwy 11/55 South
Kinston, NC 28501
III.PROJECT NARRATIVE (Purpose,Expected Accomplishments,Major Tasks--Attach Estimated Line Item Budget)
WithersRavenel has been contracted to provide engineering services to the Town of Mount Olive, NC for the improvement of their existing
wastewater treatment plant(WWTP)with funding support from USDA Rural Development. The first phase of the project is to complete a
Preliminary Engineering Report(PER)to assess alternatives for infrastructural improvements to the WWTP and to ultimately recommend
the most viable alternative for construction.
The Town of Mount Olive WWTP treats wastewater collected from the Town of Mount Olive,NC and the nearby town of Calypso, NC. The
most recent upgrade completed in 2008 was intended to expand the WWTP from a treatment capacity of 1 MGD to 2 MGD,however,after
completion the plant was only capable of discharging up to 1.66 MGD. Under the existing permit the Town can discharge up to 1.0 MGD to
the Northeast Cape Fear River and the remaining volume per day may be land applied. However,the installed drip irrigation system has
never functioned as designed and is currently inoperable because it is consistently blocked by algae growth. As a result, the Town
frequently discharges more than 1.0 MGD to the Northeast Cape Fear River and is currently under moratorium by the State.Additionally,
two of the largest wastewater producers in the town,Mount Olive Pickle Company and the University of Mount Olive,are currently planning
on making expansions to their facilities.However,this cannot be done until the moratorium is lifted.Therefore,the existing condition of the
plant is not only detrimental to the surrounding environment but also to the local economy.
Each of the alternatives considered in the PER will utilize the parcels of land already disturbed by the existing WWTP and the existing drip
irrigation fields.It is anticipated that the existing drip irrigation fields currently planted with a hybrid sycamore tree crop will be removed and
replaced with spray application fieldsplanted with an alternativegrass crop,such as coastal bermuda or fescue.
P P Y PP P.
Name&Title(Certifying Representative): Signature:
Q / 3 Date:
J.Clark Maness,P.E. e�%a'c�. Y . O5//(o//ZO J c1
IF PROJECT INCLUDES CONSTRUCTION/LAND ALTERATION COMPLETE PART 2 ALSO
"Submit sixteen(16)Copies ind. North Carolina Department of Administration
8'A X 11 project location map State Clearinghouse
(as described on next page) To: 1302 Mail Service Center
Raleigh,North Carolina 27699-1302
[phone] Page 1

ENVIRONMENTAL INFORMATION FOR CONSTRUCTION/DEVELOPMENT PROJECTS
"Supply 16 copies of map(e.g.county,highway,USGS topo(if possible))of proposed project site&surrounding area.Mark area to
be acquired&construction site.
Part 2
A.CURRENT LAND USES(estimated percentages)
a.Urban/Built Up: 2% c.Forest Land: 36% e.Wetland(Marsh/Swamp): 0%
b.Agricultural: 58% d.Water: 4%(ponds) f.Other(Explain):
B.UTILITIES(existing)
Water System: Town of Mount Olive Water Line Size Project
Length: Demand
® Central: ❑ Individual:
a.City/Town:Town of Mount Olive a.Well: 63 miles Per Day
b.County: b.Other: Diameter:
c.Private: 1.2 MGD
2 to 16 inches
Sewer System: Town of Mount Olive Sewer Line Size Project
Length: Demand
® Central: ❑ Individual: 35.2 miles Per Day
a.City/Town:Town of Mount Olive a.Septic:
Diameter:
b.County: b.Other:
c.Private: 4 to 24 inches 1.566 MGD
Street Improvements: ® NO ❑YES,describe:
C.UTILITIES(proposed)
Water System: Town of Mount Olive Water Line Size Project
Length: Demand
® Central: ❑ Individual:
a.City/Town:Town of Mount Olive a.Well: N/A Per Day
b.County: b.Other: Diameter: gals
c.Private: N/A '
N/A
Sewer System: Town of Mount Olive Wastewater Treatment Plant Line Size Project
Length: Demand
® Central: L Individual:
a.City/Town:Town of Mount Olive a.Septic: N/A Per Day
Diameter:
b.County: b.Other: gals
c.Private: N/A 1.566 MGD
Street Improvements: ® NO ❑YES,describe:
D.LAND ALTERATIONS
Alteration Present Use Previous Use Percent of
(planned use) (before change) (historical) Acres Project Area
To Be Acquired None - - -
WWTP&reclaimed water
To Be Developed application land - 145 100%
To Be Originally Cleared None - - -
To Be Landscaped None - - -
To Be Covered by Imperme-
None - - _
able Surface(square feet)
Reclaimed water application
To Be Cut land(hybrid sycamore crop Agricultural fields 145 100%
trees)
To Be Filled(cubic yards) None - - -
Page 2

Part 2 (continued)
E.TOPOGRAPHY AND VEGETATIVE TYPES BY ACRE
Types of Vegetation
%of Soil Types Forested Non-Forested
Slope Acres Area (use USDA and SCS classification) Pine Hardwood Mixed Brush Grassland Other
Bibb sandy loam,Johnston and Pantlico soils,Goldsboro
0-5% 172.6 53 loam sand(Southern Coastal Plain),Lynchburg sandy loam,
Norfolk sandy loam,Rains sandy loam,Ruston loamy sand, X X X
Weston loamy sand
5-10% 144.1 45 Craven sandy loam,Norfolk loamy sand,Norfolk sandy loam, X X
Ruston loamy sand Ruston sandy loam Wa°ram loamy
over Kalmia loamy sand X X R
10% 6.7 2
F.CULTURAL RESOURCES(archeological,historic,architectural)
1.Please give any known archeological or historic sites on project land:
None.
2.What kind,if any,site preparation has already been conducted:
None—the site was already disturbed by the existing wastewater treatment plant and reclaimed water application fields.
3. Has area been previously surveyed by archeologist?If so give name of principal investigator and date of survey:
None known.
4. YES NO Are buildings/structures on site now?(abandoned barns,farmhouses,tobacco sheds,bridges,etc.)
If yes,approximate age: —50 years or less;existing wastewater treatment plant infrastructure(no barns,farmhouses,tobacco sheds,or bridges
5.Will any of these structures be demolished?(indicate which):
No structures will be demolished.
6.Will any of these structures be rehabilitated or renovated?(indicate which):
The existing headworks equipment will be renovated under this project;however,it is less than 25 years old.
7.Please include photographs of any buildings over 25 years old
See attached photos.
G.ENVIRONMENT
1.Check if any publicly owned/leased recreational/conservation lands are within one mile radius of the site:N/A
nState Park or Forest ❑ Wildlife Game Lands or Refuge l l State Rivers [1 Dedicated State Nature Preserve
❑ National Park or Forest ❑ State Estuarine Reserve ❑ Registered Natural ❑ State or Federal Wilderness Area
Heritage Areas
n Municipal Park ❑ State Trails
2.Stream that surface runoff from project area drains into(illustrate relative position on maps):
N.E.Cape Fear River
3. ❑ YES Site includes/borders on U YES Site includes/borders on ❑ YES Site includes/borders on
® NO trout waters classified by
DWQ and/or WRC NO estuarine waters ® NO drinking water source
4.
U YES ® NO The project will involve impoundment or withdrawal of water. If yes,mark impoundment on map.
If impoundment is planned,the amount of water to be impounded is approximately acre/feet and surface acres.
The impoundment will be created by a dam approximately feet in height.
Page 3

Part 2(continued)
G. ENVIRONMENT-continued
5.Describe known mineral deposits of commercial value on site:
None
6.Note classes of wildlife known to exist in the general area:
Bear ® Turkey ® Small Game(squirrel,quail,rabbit,raccoon,dove,etc.)
® Deer ® Waterfowl ❑ Federal/State Listed Endangered/Threatened Species(osprey,eagle,alligator,red cockaded
woodpecker,etc.)
7.Will proposed forestry practices such as burning,clearcutting,or thinning have adverse or desirable effects on any of the above species?
Explain:
Clearcutting of the hybrid sycamore trees may have an effect on some or all of the above species.However,it should be noted that these trees
have been grown for agricultural purposes.The lack of biodiversity within the stand of sycamore trees does not promote a thriving ecosystem
such as those found on naturally forested land.The impacts of the clearcutting associated with this project on animal species in the area will be
reduced in comparison to clearcutting of natural forest.Furthermore,the clearcutting and establishment of bermuda grass will create forest-edge
habitat which promotes biodiversity,especially for bird species.
8.Are proposed pesticides or herbicides known to have adverse effects on humans or any of above species?Which pesticides/herbicides?
Which species?
N/A
9.What alternatives or mitigating actions,if any,have been considered to avoid impacts(i.e.alternative projects,sites,etc.):
Alternatives considered for the Preliminary Engineering Report are:1)Do Nothing;2)Replace drip irrigation system and sycamore trees with
spray application and coastal bermuda grass;3)Replace drip irrigation system and sycamore trees with spray application and coastal
bermuda grass and make improvements to WWTP treatment equipment and infrastructure. Not replacing the drip irrigation system and
sycamore trees is not option. If these items are not replaced the WWTP will not be able to adequately dispose of all reclaimed water and will
have to continue to violate it's NPDES permit.
10.Description and acreage of branches,creeks,streams,rivers,or wetlands which will be filled as a consequence of the proposed activity:
P 9q P P Y
None
11.Will any water courses be altered or placed beneath the ground? ❑ YES ® NO
If yes,linear feet
12.Description of mitigation measures which will be employed to avoid,reduce,or compensate for wetland impacts associated with the proposed activity:
No wetland Impacts are anticipated
Page 4

Part 2(continued)
H.LOCAL IMPACT OF PROJECT
1.Give name,position and office telephone number of an individual in the appropriate local government unit that can confirm the
compatibility of the proposed activity with existing and/or proposed land use or economic development plans:
Name: Position: Phone:
Charles Brown Town Manager 919-658-9539 ext.107
2.In your opinion,what aspect of proposed activity will have the most significant negative environmental impact on site and
surrounding area?(consider traffic,noise,aesthetics,odors,loss of acres etc.):
Higher volume of runoff to the N.E.Cape Fear River and potential for erosion during rain events following clearing
of hybrid sycamore trees and prior to establishment of alternative grass crop.
3.In your opinion,what aspect of proposed project will have the most significant positive influence on project area?
Modification of the WWTP land application system will allow the plant to discharge its permitted volume of treated wastewater to the existing land
application fields.This will allow the plant to operate at its full permitted treatment capacity of 1.566 MGD,and will prevent the plant from
discharging to the N.E.Cape Fear River over its permit limits and harm the environment.Furthermore,the modifications will allow the Mount Olive
Pickle Company and the University of Mount Olive to expand their facilities,bringing economic stimulus to the area.
4. ®YES ❑ NO Will an environmental review document(e.g.environmental assessment)be prepared for the funding agency?
If yes,above,has it been prepared yet? YES ®NO
5.Check where effects are applicable.Give numerical estimates in last column,if possible.
Construction Phase Operational Phase
Effect Increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment
X X - - - _ _ 10 jobs
Immigration to no.people
County - - - - - - -
Tax Base amount
Sediment tons/day
Thermal Discharge rnax.temp.nse
- - - - -
Chemicals type(nl
Smoke source:construction
X X
eauioment
Road Closures no.roads
New Roads total miles
Traffic no.vehicles
Agricultural/Forestry no.acres
Operations X X - - - - 145
Cultural Resources
Additional Remarks:Agricultural/forestry operations will decrease during construction;however,the existing hybrid sycamore tree crop will be
replaced with coastal bermuda grass crop and the exact same acreage of agricultural operations will continue after construction is completed.
North Carolina Department of Administration
Submit sixteen(16)copies of Parts 1 and 2 with State Clearinghouse
maps(8/:"x11"reproducible)to: 1302 Mail Service Center
Raleigh,North Carolina 27699-1302
[phone] Page 5

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Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
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MAP LEGEND MAP INFORMATION
Area of!merest(AO!) g Spoil Area The soil surveys that compose your AOI were mapped at scales
Eli Area of Interest(AOtl ranging from 1:20,000 to 1:24,000.
a Stony Spot
sots Very Stony Spot Warning:Soil Map may not be valid at this scale.
O Sail Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
y Sot Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
p Other line placement.The maps do not show the small areas of
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• Special Line Features scale.
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Streams and Canals Please rely on the bar scale on each map sheet for map
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Closed DepressionWeb Soil Survey URL:
0 ▪ Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
Gravel Pit a US Routes
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O Miscellaneous Water Survey Area Data: Version 14,Sep 10,2018
O Perennial Water Soil Survey Area: Wayne County,North Carolina
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gaNatural Resources Web Soil Survey 3/26/2019
i Conservation Service National Cooperative Soil Survey Page 2 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive W WTP&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
kakNatural Resources Web Soil Survey 312 612 01 9
Conservation Service National Cooperative Soil Survey Page 3 of 5

Soil Map-Duplin County,North Carolina,and Wayne County,North Carolina Mount Olive WWTP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOI
i BbA Bibb sandy loam,0 to 1 0.2 0.1%
percent slopes,frequently
flooded
JpA Johnston and Pamlico soils,0 0.1 0.0%
to 1 percent slopes,
frequently flooded
Subtotals for Soil Survey Area 0.3 0.1%
Totals for Area of Interest 328.0 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb sandy loam 46.7 14.2%
Bp Borrow pit 4.2 1.3%
CrB2 Craven sandy loam,2 to 6 4.4 1.3%
percent slopes,eroded
(Gritney)
CrC2 Craven sandy loam,6 to 10 4.3 1.3%
percent slopes,eroded
(Gritney)
GoA Goldsboro loamy sand,0 to 2 5.9 1.8%
percent slopes,Southern
Coastal Plain
Jo Johns sandy loam 3.7 1.1%
Js Johnston loam 1.2 0.4%
KaD Kalmia loamy sand,10 to 15 6.7 2.0%
percent slopes(Winton)
Ly Lynchburg sandy loam,0 to 2 5.0 1.5%
percent slopes
M-W Miscellaneous water 4.7 1.4%
NoA Norfolk loamy sand,0 to 2 32.9 10.0%
percent slopes
NoB Norfolk loamy sand,2 to 6 48.0 14.6%
percent slopes
NoC Norfolk loamy sand,6 to 10 19.9 6.1%
percent slopes
NrB2 Norfolk sandy loam,2 to 6 5.6 1.7%
percent slopes,eroded
Po Pantego loam 1.5 0.4%
Ra Rains sandy loam,0 to 2 28.0 8.5%
percent slopes
RuA Ruston loamy sand,0 to 2 32.0 9.8%
percent slopes(Orangeburg)
RuB Ruston loamy sand,2 to 6 32.0 9.7%
percent slopes(Orangeburg)
galNatural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 4 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina Mount Olive WWiP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
RyB2 Ruston sandy loam,2 to 6 19.4 I 5.9%
percent slopes,eroded
(Orangeburg)
WaB Wagram loamy sand,0 to 6 5.7 1.8%
percent slopes
WaC Wagram loamy sand,6 to 10 4.8 1.5%
percent slopes
We Weston loamy sand 11.2 3.4%
(Woodington)
Subtotals for Soll Survey Area 327.7 99.9%
Totals for Area of Interest 328.0 100.0%
Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 5 of 5

u.s.Fish and Wildlife service Mt. Olive WWTP Wetlands
Itf National Wetlands Invento
••MP'.. „e
a
. ,�
%
llk
. e p
.. \` to = .
1.14313
0 o.t a2 r,an 500110 -'.
0 0 5 0 35 0 7 ki le - 1nvgfws C.e�'
May 8 2019 This map is for general reference only.The US Fish and Wildlife
y , Service is not responsible for the accuracy or currentness of the
base data shown on this map.All wetlands related data should
Wetlands Freshwater Emergent Wetland Lake be used in accordance wfh the layer metadata found on the
Wetlands Mapper web Site.
Estuarine and Marine Deepwater • Freshwater Forested/Shrub Wetland ® Other
® Estuarine and Marine Wetland ■ Freshwater Pond • Riverine
Natonal Wetlands Invent)ry INWI
Tha one ws produced be Ne N W meppv

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•
#14
STATE OF NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION
ROY COOPER MACHELLE SANDERS
GOVERNOR SECRETARY
July 15,2019
Mr.Charles Brown
Town of Mount Olive
114 East James Street
Mount Olive,North Carolina 28365
Re: SCH File # 19-E-0000-0262; Proposed project is for the Town of Mount Olive
Wastewater Treatment Plant improvements.
Dear Mr.Brown:
The above referenced environmental impact information has been submitted to the State
Clearinghouse under the provisions of the National Environmental Policy Act. According to
G.S. 113A-10,when a state agency is required to prepare an environmental document under the
provisions of federal law, the environmental document meets the provisions of the State
Environmental Policy Act. Attached to this letter for your consideration are comments made by --
the agencies in the review of this document.
If any further environmental review documents are prepared for this project, they should be
forwarded to this office for intergovernmental review.
Should you have any questions,please do not hesitate to call.
Sincerely,
Cry tal Best
State Environmental Review Clearinghouse
Attachments
cc: Region P
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF ADMINISTRATION Far:[phone] 116 WEST]ONES STREET
1301 MAIL SERVICE CENTER COURIER H51-01-00 RALEIGH,NORTH CAROLINA
RALEIGH,NC 27699-1301 Email:state.clearinghouse®doanc.gov
Websile:uww.ncadminncgov

;,w StATEn
..•'rj. k.,-',')..
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.RAGAN
.Se%r eery —
JAMIE RAGAN
Director
MEMORANDUM
To: Crystal Best
State Clearinghouse Coordinator
Department of Administration
From: Lyn Hardison
Division of Environmental Assistance and Customer Service Environmental
Assistance and Project Review Coordinator
Washington Regional Office
RE: 19-0262
Scoping-Proposed project is for the Town of Mount Olive Wastewater
Treatment Plant improvements.
Wayne County
Date: July 9 2019
The Department of Environmental Quality has reviewed the information provided. Based on the
information provided,several of our agencies have identified permits that may be required and
offered some valuable guidance to help reduce environmental Impacts In and around the
product area.The comments are attached for the applicant's review.
The Department's agencies will continue to be available to assist the applicant through the
environmental review and permitting processes,
Thank you for the opportunity to respond.
Attachments
£D E\ Q 9 f
Not Carobno Ucpart moot Of Lnvironmental Quality I Division oftrteironmenlal Assistance and Customer Servtre
217 West tones Street I 10,39 Mall Service Center I Raleigh,North Carolina 77699-I6 i9
877673.6FI8

a.„SUIL"'
ROY COOPER
MICHAEL S.REGAN �` ,e "�
Secretary �4,OYNw�
LINDA CULPEPPER NORTH CAROLINA
Director Environments(Qua fly
July 5,2019
MEMORANDUM
To: Lyn Hardison
Department of Environmental Quality
From: David Wainwright Vif
SEPA Coordinator,Division of Water Resources
Subject: SCH#19-0262
Town of Mount Olive Wastewater Treatment Plant Improvements
Wayne County
The Division of Water Resources'(DWR)Central Office staff have reviewed the scoping letter for the
proposed improvements to the Town of Mount Olive Wastewater Treatment Plant.Staff provides the
following comments:
NPDES Complex Permitting(Cassidy Kurtz;[e-mail] or 919-707-3613):
• Should option 3(replace drip irrigation system and sycamore trees with spray application
and coastal Bermuda grass and make improvements to WWTP treatment equipment and
infrastructure)be selected,an Authorization to Construct(ATC)permit will need to be
obtained from the NPDES permitting unit.See information regarding ATC permits here:
https://deq.nc.gov/about/divisions/water-resources/water-resources-
permits/wastewater-branch/nudes-wastewater/authorization-to-constrnr-t.
The completed ATC application should be submitted to:
Division of Water Resources
NPDES Permitting
1617 Mail Service Center
Raleigh,NC 27699-1617
The Division of Water Resources,Central Office,thanks you for the opportunity to comment.Should
you have questions regarding any of the above comments,please contact the listed staff.
ec:Cassidy Kurtz,NPDES Complex Permitting
Julie Grzyb,NPDES Complex Permitting
ODE Q North Carolina Deparintenl of Encirunmental Quality Division o:Water Rrources
.512NorlhSaIisburySiren IG}IMaUSeralrnCrntrr Rakigh.NorthCarolina2Th,9l-u,ll
on:".xMa,14..a n, /^'' 919 7074000

„iiltkir.:• )
ROY COOPER NorZIH CARO.IRA
G.,..,:cq Ern*onmentul Quutlty
MICI TALL S.RECAN
Ssarillr. —
MICH.AEL SCOTT
Dire.(k.i
Date: June 24,2019
To: Michael Scott,Director
Division of Waste Management
Through: Janet Macdonald
Inactive Hazardous Sites Branch—Special Projects Unit
From: Bonnie S.Ware
1 Inactive Hazardous Sites Branch
Subject: NEPA Project#19-0262,Town of Mount Olive/USDA-RD, Wayne County,North Carolina
The Superfund Section has reviewed the proximity of sites under its jurisdiction to the Town of Mount
Olive/USDA-RD project. Proposed project is for the Town of Mount Olive Wastewater Treatment Plant
improvements.
One site was identified within one mile of the project as shown on the attached report.
Please contact Janet Macdonald at 919.707.8349 if you have any questions.
fij E()-” )
Ni,i Ii t'arnll,+a Ihpartment uI Ervlrratmcntd[Qtial•II Ilivi,I,n,f oac 11.1 uqt- ,
'II T\kk,t lone,Sti ert ;Ib16!.l:,il Si'rYii c l;erttcr:IIa'righ.!hh,'lli l`aro:ic.1.?•it90 t'.
41'4.O1.8H)0

6/24/2019
SEPA/NEPA Review Report
Area of Interest (AOI) Information
Area :4,467.71 acres
Jun 24 2019 13:10:22 Eastern Daylight Time
i � III
i .
9
/
esr'Ai.
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0 rEt rye 51::)ind lln
1/2

6/24/2019
19-0262 Wayne County
Summary
Name Count Area(acres) Length(mi)
Certified DSCA Sites 0 i N/A N/A
(Federal Remediation Branch !
Sites 0 N/A N/A
Inactive Hazardous Sites 0 N/A N/A
j Pre-Regulatory Landfill Sites 1 N/A N/A �(
Brownfields Program Sites 0 N/A i N/A
Pre-Regulatory Landfill Sites
* EPAID ! SITENAME !
I Count
1 NONCD0000631 i Mt Olive Refuse Disposal 1
2/2
I �

•
:a0,)
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN •
Secretary —
MICHAELSCOTT
Director
MEMORANDUM
TO:Michael Scott,Division Director through Sharon Brinkley
FROM:Drew Hammonds,Eastern District Supervisor-Solid Waste Section
DATE:July 3,2019
SUBJECT:Review:SW 19-0262--Wayne County(Scoping Document—Town of Mount Olive
—Proposed project is for the Town of Mount Olive WWTP improvements)
The Division of Waste Management,Solid Waste Section(Section)has reviewed the scoping
documents the subject project in Wayne County,NC. Based on the information provided in
these documents,the Section at this time does not see an adverse impact on the surrounding
communities and likewise knows of no situations in the communities,which would affect this
project.
As always for any planned or proposed projects,it is recommended that during any land clearing,
demolition and construction,the Town of Mount Olive and/or its contractors would make every
feasible effort to minimize the generation of waste,to recycle materials for which viable markets
exist,and to use recycled products and materials in the development of this project where
suitable.Any waste generated by and of the projects that cannot be beneficially reused or
recycled must be disposed of at a solid waste management facility permitted by the
Division.The Section strongly recommends that the Town of Mount Olive require all
contractors to provide proof of proper disposal for all generated waste to permitted
facilities.
Permitted solid waste management facilities are listed on the Division of Waste Management,
Solid Waste Section portal site at:https://deq.nc.goviabout/divisions/waste-manaacmcnt/waste-
management-ru les-data/so 1 id-waste-inanagem ent-annual-repotts/solid-waste-perm fitted-foci li tv-
list
Questions regarding solid waste management for this project should be directed to Ms.Liz
Patterson,Environmental Senior Specialist,Solid Waste Section,at(910)796-7405.
cc: Liz Patterson,Environmental Senior Specialist
.D_EQ
North Carolina Department of Environmental Quality I Division of Waste Management
rayettevllle Regional Office'225 Green Street.Suite 714 Fayetteville.North Carolina 28301
910 433 3300

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: Washington
Project Number; 19-0262 Due Date:07/08/2019
County:Alm
After review of this project it has been determined that the DEQ permit(s)and/or approvals indicated may need to be obtained in order for this
project to comply with North Carolina Law.Questions regarding these permits should be addressed to the Regional Office indicated on the
reverse of the form.All applications,information and guidelines relative to these plans and permits are available from the same Regional Office.
Normal Process
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS Time
(statutory time
limit)
Permit to construct&operate wastewater Application 90 days before begins construction or award of
® treatment facilities,non-standard sewer system 30 days
extensions&sewer systems that do not construction contracts.On-site inspection may be required.Post- (90 days)
discharge into state surface waters. application technical conference usual.
Permit to construct&operate,sewer
extensions involving gravity sewers,pump Fast-Track Permitting program consists of the submittal of an
❑ stations and force mains discharging into a application and an engineer's certification that the project meets all 30 days
sewer collection applicable State rules and Division Minimum Design Criteria. (N/A)
system
NPDES-permit to discharge Into surface water Application 180 days before begins activity.On-site inspection.Pre-
® and/or permit to operate and construct application conference usual.Additionally,obtain permit to construct 90-120 days
wastewater facilities discharging into state wastewater treatment facility-granted after NPDES.Reply time,30 days (N/A)
surface waters. after receipt of plans or issue of NPDES permit-whichever is later.
❑ Water Use Permit Pre-application technical conference usually necessary. 30 days
(N/A)
Complete application must be received and permit issued prior to the
installation of a groundwater monitoring well located on property not 7 days
❑ Well Construction Permit owned by the applicant,and for a large capacity(>100,000 gallons per (15 days)
day)water supply well.
Application copy must be served on each adjacent riparian property
owner.On-site Inspection.Pre-application conference usual.Filling may 55 days
❑ Dredge and Fill Permit require Easement to Fill from N.C.Department of Administration and (90 days)
Federal Dredge and Fill Permit.
Permit to construct&operate Air Pollution Application must be submitted and permit received prior to
construction and operation of the source.If a permit is required
ID Abatement facilities and/or Emission Sources as in an area without local zoning,then there are additional 90 days
per 15 A NCAC(2Q.0100 thru 20.0300) requirements and timelines(2Q.0113).
Any open burning associated with subject
alproposal must be in compliance with 15 A NCAC N/A 60 days
2D.1900 (90 days)
Demolition or renovations of structures Please Note-The Health Hazards Control Unit(HHCU)of the N.C.
containing asbestos material must be in Department of Health and Human Services,must be notified of plans to
® compliance with 15 A NCAC 20.1110(a)(1) demolish a building,including residences for commercial or industrial 60 days
which requires notification and removal prior to expansion,even if no asbestos is present in the building. (90 days)
demolition.Contact Asbestos Control Group
919.707-5950
The Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity.An erosion&
sedimentation control plan will be required If one or more acres are to be disturbed.Plan must be filed with and approved
® by applicable Regional Office(Land Quality Section)at least 30 days before beginning activity.A NP DES Construction 20 days
Stormwater permit(NCGO10000)is also usually issued should design features meet minimum requirements. A fee of$65 (30 days)
for the first acre or any part of an acre. An express review option is available with additional fees.
Sedimentation and erosion control must be addressed in accordance with NCDOT's approved program. Particular (30 days)
❑ attention should be given to design and installation of appropriate perimeter sediment trapping devices as well as stable
Stormwater conveyances and outlets.
Sedimentation and erosion control must be addressed in accordance with Local Government's approved program. Based on Local
❑ Particular attention should be given to design and installation of appropriate perimeter sediment trapping devices as well
as stable Stormwater conveyances and outlets. Program
❑ Compliance with 15A NCAC 2H.0126-NPDES Stormwater Program which regulates three types of activities:Industrial, 30-60 days
Municipal Separate Storm Sewer System&Construction activities that disturb 21 acre. (90 days)
Compliance with 15A NCAC 2H 1000-State Stormwater Permitting Programs regulate site development and post-
® construction stormwater runoff control. Areas subject to these permit programs include all 20 coastal counties,and 45 days
various other counties and watersheds throughout the state, (90 days)
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 1 of 3
January 2017/Ibh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office: Washington
Project Number: 19-0262 Due Date:07/08/2019
County:Wayne
Normal Process
PERMITS SPECIAL APPLICATION PROCEDURES or REQUIREMENTS Time
(statutory time
On-site inspection usual.Surety bond filed with DEQ Bond amount
varies with type mine and number of acres of affected land.Affected 30 days
❑ Mining Permit area greater than one acre must be permitted.The appropriate bond (60 days)
must be received before the permit can be issued.
If permit required,application 60 days before begin construction.
Applicant must hire N.C.qualified engineer to:prepare plans,inspect
construction,and certify construction is according to DEQ approved
❑ Dam Safety Permit plans.May also require a permit under mosquito control program.And 30 days
a 404 permit from Corps of Engineers.An Inspection of site is necessary (60 days)
to verify Hazard Classification. A minimum fee of$200.00 must
accompany the application.An additional processing fee based on a
percentage or the total project cost will be required upon completion.
❑ Oil Refining Facilities N/A 90.120days
IN/A)
File surety bond of$5,000 with DEQ running to State of NC conditional 10 days
❑ Permit to drill exploratory oil or gas well that any well opened by drill operator shall,upon abandonment,be N/A
plugged according to DEQ rules and regulations.
Application filed with DEQ at least 10 days prior to Issue of permit. 10 days
❑ Geophysical Exploration Permit Application by letter.No standard application form. N/A
Application fee based on structure size is charged.Must include 15-20 days
❑ State Lakes Construction Permit descriptions&drawings of structure&proof of ownership of riparian N/A
property
Compliance with the T15A 02H.0500 Certifications are required 60 days
❑ 401 Water Quality Certification whenever construction or operation of facilities will result In a
discharge into navigable water as described in 33 CFR part 323. (130 days)
Compliance with Catawba,Goose Creek,Jordan Lake,Randleman,Tar Pamlico or Neuse Riparian Buffer Rules is required.
❑ Buffer requirements:http://dea.nc.go >Ce y�abo t tlivisions/water-resources/water-resources- rmits/wasfewater-
branch/401-wetlands-bu f fer-permits/401-riparian-buffer-protection-program
Nutrient Offset:Loading requirements for nitrogen and phosphorus in the Neuse and Tar-Pamlico River basins,and in the
Jordan and Falls Lake watersheds,as part of the nutrient-management strategies In these areas. DWR nutrient offset
❑ information:
h t tp://d ea.nc.goy/about/divisions/water-resources/plan n i ng/nonnoin t-sou rce-management/nutrient-offset-in form at io n
75 days
❑ CAMA Permit for MAJOR development $250.00-$475.00 fee must accompany application (350 days)
❑ CAMA Permit for MINOR development $100.00 fee must accompany application 22 days
(25 days)
❑ Abandonment of any wells,if required must be in accordance with Title 15A.Subchapter 2C.0100.
❑ Notification of the proper regional office is requested If"orphan"underground storage tanks(LISTS)are discovered during
any excavation operation.
Plans and specifications for the construction,expansion,or alteration of a public water system must be approved by the
Division of Water Resources/Public Water Supply Section prior to the award of a contract or the initiation of construction
❑ as per 15A NCAC 18C.0300 et.seq.,Plans and specifications should be submitted to 1634 Mail Service Center,Raleigh, 30 days
North Carolina 27699.1634. All public water supply systems must comply with state and federal drinking water monitoring
requirements.For more information,contact the Public Water Supply Section,f919)707-9100.
If existing water lines will be relocated during the construction,plans for the water line relocation must be submitted to
® the Division of Water Resources/Public Water Supply Section at 1634 Mail Service Center,Raleigh,North Carolina 27699- 30 days
1634.For more information,contact the Public Water Supply Section,[phone].
Plans and specifications for the construction,expansion,or alteration of the water system must be approved
❑ through the delegated plan approval authority. Please contact them at_for further information.
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 2 of 3
January 2017/Ibh

State of North Carolina Department of Environmental Quality
INTERGOVERNMENTAL REVIEW PROJECT COMMENTS
Reviewing Regional Office; Washington
Project Number: 19-0262 Due Date:07/08/2019
County:Wayne
Other Comments(attach additional pages as necessary,being certain to comment authority)
Division Initials No Comments Date
comment Review
DAQ FDB ® No Commnets 6/20/19
DWR-WQROS SV&AS ❑ Any modification to the NPDES permit,NC0020575,or the Non-Discharge 7/9/19
(Aquifer&Surface) permit,WQ0029169,must be approved by DWR prior to start of 6/18/19
construction as well as an AtoC permit for any new treatment plant
upgrades or changes of equipment,etc..&Potential for jurisdicitional
wetlands and/or water exists on the subject site. Prior to any planned
expansion of the previously existing treatment plant and drip Irrigation
field,this Office recommends contacting the US Army Corps of Engineers
concerning identification of any jurisdictional wetlands,streams,and/or
waters and the required permitting that may be involved prior to the
implementation of any development activities
DWR-PWS DEL ❑ See Above 6/20/19
DEMLR(LQ&SW) SD ❑ E&S and SW required 6/25/19
DWM—UST ❑ To determine If there is or has been an UST incident on and around the / /
project area,please contact a representative with the UST section at the
Washington Regional Office
Other Comments El / /
REGIONAL OFFICES
Questions regarding these permits should be addressed to the Regional Office marked below.
El Asheville Regional Office ❑ Fayetteville Regional Office ❑ Mooresville Regional Office
2090 U.S.70 Highway 225 Green Street,Suite 714, 610 East Center Avenue,Suite 301,
Swannanoa,NC 28778-8211 Fayetteville,NC 28301-5043 Mooresville,NC 28115
Phone:[phone] Phone:[phone] Phone:[phone]
Fax:[phone] Fax:[phone] Fax:[phone]
❑ Raleigh Regional Office ® Washington Regional Office 0 Wilmington Regional Office
3800 Barrett Orive, 943 Washington Square Mall, 127 Cardinal Drive Ext.,
Raleigh,NC 27609 Washington,NC 27889 Wilmington,NC 28405
Phone:[phone] Phone:[phone] Phone:[phone]
Fax:[phone] Fax:[phone] Fax:[phone]
❑ Winston-Salem Regional Office
450 Hanes Mill Road,Suite 300,
Winston-Salem,NC 27105
Phone:[phone]
Fax:[phone]
DEQ INTERGOVERNMENTAL REVIEW PROJECT Form Page 3 of 3
January 2017/Ibh

NORTH CAROLINA STATE CLEARINGHOUSE
DEPA$TMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW JUN 1 8 2019
COUNTY: WAYNE H02:WASTEWATER TREATMENT STATE NUMBER: 19-E-0000-0262
FACILITIES DATE RECEIVED: 06/11/2019
AGENCY RESPONSE: 07/08/2019
REVIEW CLOSED: 07/11/2019
MS CINDY WILLIAMS
CLEARINGHOUSE COORDINATOR
DPS - DIV OF EMERGENCY MANAGEMENT
FLOODPLAIN MANAGEMENT PROGRAM
4218 MAIL SERVICE CENTER
RALEIGH NC
REVIEW DISTRIBUTION
DEPT OF ENVIR. QUALITY - COASTAL MG
DEPT OF ENVIRONMENTAL QUALITY
DEPT OF NATURAL & CULTURAL RESOURCE
DEPT OF TRANSPORTATION
DNCR - NATURAL HERITAGE PROGRAM
DPS - DIV OF EMERGENCY MANAGEMENT
EASTERN CAROLINA COUNCIL
PROJECT INFORMATION
APPLICANT: Town of Mount Olive
TYPE: National Environmental Policy Act
Scoping
DESC: Proposed project is for the Town of Mount Olive Wastewater Treatment Plant
improvements. 1
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT COMMENTS ATTACHED ill,
SIGNED BY: ( ( DATE: aS Jwv_a a J

NORTH CAROLINA STATE CLEARINGHOUSE /h4z.0 -'-
DEPARTMENT OF ADMINISTRATION
INTERGOVERNMENTAL REVIEW
COUNTY: WAYNE H02:WASTEWATER TREATMENT STATE NUMBER: 19-E-0000-0262
FACILITIES DATE RECEIVED: 06/11/2019
AGENCY RESPONSE: 07/08/2019
REVIEW CLOSED: 07/11/2019
MS CARRIE ATKINSON
CLEARINGHOUSE COORDINATOR
DEPT OF TRANSPORTATION
STATEWIDE PLANNING - MSC #1554
RALEIGH NC
REVIEW DISTRIBUTION
DEPT OF ENVIR. QUALITY - COASTAL MG
DEPT OF ENVIRONMENTAL QUALITY Transportation Planning
DEPT OF NATURAL & CULTURAL RESOURCE Dlvlsion
DEPT OF TRANSPORTATION JUN 21 2019
DNCR - NATURAL HERITAGE PROGRAM
DPS - DIV OF EMERGENCY MANAGEMENT
EASTERN CAROLINA COUNCIL
PROJECT INFORMATION
APPLICANT: Town of Mount Olive
TYPE: National Environmental Policy Act •
Scoping
DESC: Proposed project is for the Town of Mount Olive Wastewater Treatment Plant
improvements.
The attached project has been submitted to the N. C. State Clearinghouse for
intergovernmental review. Please review and submit your response by the above
indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301.
If additional review time is needed, please contact this office at [phone].
[AS A RESULT OF TH REVIEW THE FOLLOWING IS SUBMITTED: NO COMMENT n COMMENTS ATTACHED
SIGNED BY: ` DATE: lO / 'I

APPENDIX X

Catawba Indian Nation
Tribal Historic Preservation Office
1536 Tom Steven Road
Rock Hill,South Carolina 29730
Office 803-328-2427
Fax [phone]
_ �
June 11, 2019
Attention: J. Clark Maness
WithersRavenel
424 Gallimore Dairy Road, Suite C
Greensboro, NC 27409
Re. THPO# TCNS# Project Description
2019-1035-4 Proposed Mount Olive WWTP Improvements—Town of Mount Olive,Wayne County,NC
Dear Mr. Maness,
The Catawba have no immediate concerns with regard to traditional cultural properties,
sacred sites or Native American archaeological sites within the boundaries of the
proposed project areas. However,the Catawba are to be notified if Native American
artifacts and/or human remains are located during the ground disturbance phase
of this project.
If you have questions please contact Caitlin Rogers at 803-328-2427 ext. 226, or e-mail
caitlinh©ccpperafts.com.
Sincerely,
•
! It(r., f�!zanwr
Wenonah G. Haire
Tribal Historic Preservation Officer

pt. WithersRavenel
Our People Your Success
May 16,2019
Dr.Wenonah G.Haire-Tribal Historic Preservation Officer
Catawba Indian Nation
1536 Tom Steven Road
Rock Hill,SC 29730
[e-mail]
Bryan Printup-Representative
Tuscarora Indian Nation
5226 Walmore Road
Lewiston,NY 14092
borintuo hetf.org
Re: Proposed Mount Olive WWTP Improvements
Town of Mount Olive
Wayne County,North Carolina
Request for Tribal Historic Preservation Review
WR Project#02181005.00
Greetings:
This letter constitutes a request for a review of the combined±328.30-acres of parcels located at 408
Wilkins Farm Road,Mount Olive,NC 28365. Parcel data may be found in the table below.All of the
properties are part of the Town of Mount Olive Wastewater Treatment Plant(WWTP)and non-
conjunctive reclaimed water drip application fields. All properties are currently owned by the Town of
Mount Olive,114 East James Street Mount Olive,NC 28365.
County Parcel ID Number Acres Book Page
Wayne 2582892108 92.53 2230 824
Wayne 2582874199 112.00 2212 60
Wayne 258268157 108.67 2209 849
Wayne 2582575371 2.24 920 239
Wayne 2582567990 2.40 1089 741
Wayne 2582564883 6.22 463 112
Wayne 2582560896 4.24 2283 632
We are requesting a review by your office for known occurrences of archeological,cultural or historical
resources within or in the vicinity of the subject property,as well as any recommendations for
archeological surveys.
WithersRavenel is currently preparing a Preliminary Engineering Report(PER)and Environmental
Assessment(EA)report for the Town of Mount Olive's WWTP to be submitted with an application for
funding to the United States Department of Agriculture Rural Development(USDA-RD). The purpose of
these reports and application is to fund improvements to the WWTP to allow the Town of Mount Olive to
be released from a Sewer Moratorium instituted by the North Carolina Department of Environmental
Quality(NDEQ).
424 Gallimore Dairy Road,Suite C I Greensboro,NC 27409
t:336.605.3009 I f:919.467.6008 www.withersravenel.com I License No.C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

111110 WithersRavenet
Cu,People.vow Success
The WWTP serves the Town of Mount Olive(Wayne County)and the Town of Calypso(Duplin County),
with a total combined population of approximately 5,200 people. The WWTP equipment has a rated
capacity of 2.0 million gallons per day(MGD)after the most recent upgrade completed in 2008. Treated
wastewater from the plant is either discharged to the Northeast Cape Fear River under NPDES Permit No.
NC0020575 or land applied on 145.5 acres of tree crop from a Non-Conjunctive Reclaimed Water
Generation,Distribution and Utilization System under Permit No.WQ002916.
Major improvements under this project will include replacing the existing reclaim water drip irrigation
system and hybrid sycamore tree crop with a spray system and coastal bermuda grass crop,expanding the
existing plant headworks,providing the means for draining the existing oxidation ditches for cleaning,the
installation of a Parshall flume effluent flow measuring structure,and improvements to the irrigation,
transfer,and influent pump stations. Construction will be through conventional land clearing and building
construction methods,and will be performed in accordance with applicable North Carolina State and
Wayne County zoning,planning,stormwater,and erosion&sediment control ordinances.
It is estimated that the total construction cost for this project is approximately$3,780,000 and the total
project cost,including engineering and administration costs,is approximately$5,677,000.
The project was recently submitted to the NC Clearing House for review;however,a response has not
been received by WithersRavenel as of yet.
Please let me know if you have any questions,or require additional information to complete your review.
Due to our application schedule,we would greatly appreciate your comments by June 6`h,2019 if possible.
Sincerely,
WithersRavenel
J.Clark Maness, PE
Project Manager
Attachments:
• Request for Environmental Scoping to State Clearinghouse(currently under review)
• Town of Mount Olive and WWTP Location Map(Aerial)
• Town of Mount Olive and WWTP Location Map
• Town of Mount Olive and WWTP Location Map with contours
• USGS Quadrangle Map
• NRCS Soils Map
• USFW Nation Wetlands Inventory Map
424 Gallimore Dairy Road,Suite C I Greensboro,NC 27409
t:336.605.3009 I f:919.467.6008 I www.withersravenel.com I License No.C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

REQUEST FOR ENVIRONMENTAL SCOPING
For use by USDA-Rural Development in gathering information in preparation of an
Environmental Review Reviewing Agency ID#:
Part 1 Type or Print in Black Ink
1.PROJECT INFORMATION
Legal Applicant/Recipient: Town of Mount Olive
Street/PO Box: 114 East James Street City: Mount Olive State:NC Zip Code:28365
County: Wayne County Contact Person: Charles Brown(Town Manager) Phone(include Area Code):
[phone] ext.107
Type of Applicant/Recipient: (Enter Appropriate Letter) c
A.State E.Interstate I.State Controlled Institution of Higher Learning M.Non-Profit Organization
B.County F.Intermunicipal J.Private University N.Other(Specify):
C.Municipal G.Special District K.Indian Tribe
D.Township H.Independent School Dist. L.Individual
Project Title: Mount Olive WWTP Improvements Project Start Date: I Duration:tor,
March 2019 —34 months(PER
mnlpt ont
Area of Impact(cities,counties,etc.): Mount Olive,NC&Calypso, Estimated number of Has project been reviewed before by
NC persons benefiting: State Clearinghouse:
Wastewater treatment plant site and reclaim water application fields 5,200 ® NO El YES project#
Type of Application: (Enter Appropriate Letter) E
Federal Agency to Receive Request(name&complete address):
• a.New b.Revision c.Continuation
Mailing Address:
USDA Rural Development
PO Box 6189
Kinston,NC 28501
Physical Address:
USDA Rural Development
2044-C Hwy 11/55 South
Kinston,NC 28501
III.PROJECT NARRATIVE (Purpose,Expected Accomplishments,Major Tasks—Attach Estimated Line Item Budget)
WithersRavenel has been contracted to provide engineering services to the Town of Mount Olive, NC for the improvement of their existing
wastewater treatment plant(WWTP)with funding support from USDA Rural Development. The first phase of the project is to complete a
Preliminary Engineering Report(PER)to assess alternatives for infrastructure] improvements to the WWTP and to ultimately recommend
the most viable alternative for construction.
The Town of Mount Olive WWTP treats wastewater collected from the Town of Mount Olive,NC and the nearby town of Calypso,NC. The
most recent upgrade completed in 2008 was intended to expand the WWTP from a treatment capacity of 1 MGD to 2 MGD,however,after
completion the plant was only capable of discharging up to 1.66 MGD. Under the existing permit the Town can discharge up to 1.0 MGD to
the Northeast Cape Fear River and the remaining volume per day may be land applied. However,the installed drip irrigation system has
never functioned as designed and is currently inoperable because it is consistently blocked by algae growth. As a result, the Town
frequently discharges more than 1.0 MGD to the Northeast Cape Fear River and is currently under moratorium by the State.Additionally,
two of the largest wastewater producers in the town,Mount Olive Pickle Company and the University of Mount Olive,are currently planning
on making expansions to their facilities. However,this cannot be done until the moratorium is lifted.Therefore,the existing condition of the
plant is not only detrimental to the surrounding environment but also to the local economy.
Each of the alternatives considered in the PER will utilize the parcels of land already disturbed by the existing WWTP and the existing drip
irrigation fields.It is anticipated that the existing drip irrigation fields currently planted with a hybrid sycamore tree crop will be removed and
replaced with spray application fields planted with an alternative grass crop,such as coastal bermuda or fescue.
Name&Title(Certifying Representative): Signature: Date:
/, 3 Date: / q
J.Clark Maness,P.E. �4%u'cG Y�"1— O5/I(o/ZO lc)
IF PROJECT INCLUDES CONSTRUCTION/LAND ALTERATION COMPLETE PART 2 ALSO
**Submit sixteen(16)Copies inc.l North Carolina Department of Administration
8'/:X 11 project location map State Clearinghouse
(as described on next page) To: 1302 Mail Service Center
Raleigh,North Carolina 27699-1302
[phone] Page 1

ENVIRONMENTAL INFORMATION FOR CONSTRUCTION/DEVELOPMENT PROJECTS
**Supply 16 copies of map(e.g.county,highway,USGS topo(if possible))of proposed project site&surrounding area.Mark area to
be acquired&construction site.
Part 2
A.CURRENT LAND USES(estimated percentages)
a.Urban/Built Up: 2% c.Forest Land: 36% e.Wetland(Marsh/Swamp): 0%
b.Agricultural: 58% d.Water: 4%(ponds) f.Other(Explain):
B.UTILITIES(existing)
Water System: Town of Mount Olive Water Line Size Project
Length: Demand
® Central: — Individual:
a.City/Town:Town of Mount Olive a.Well: 63 miles Per Day
b.County: b.Other: Diameter:
c.Private: 1.2 MGD
2 to 16 inches
Sewer System: Town of Mount Olive Sewer Line Size Project
Length: Demand
El Central: U Individual: 35.2 miles Per Day
a.City/Town:Town of Mount Olive a.Septic:
Diameter:
b.County: b.Other:
c.Private: 4 to 24 inches 1.566 MGD
Street Improvements: ® NO ❑YES,describe:
C.UTILITIES(proposed)
Water System: Town of Mount Olive Water Line Size Project
Length: Demand
® Central: ] Individual:
a.City/Town:Town of Mount Olive a.Well: N/A Per Day
b.County: b.Other: Diameter: gals
c.Private: N/A
N/A
Sewer System: Town of Mount Olive Wastewater Treatment Plant Line Size Project
Length: Demand
® Central: U Individual:
a.City/Town:Town of Mount Olive a.Septic:
N/A Per Day
Diameter:
b.County: b.Other: gals
c.Private: N/A 1.566 MGD
Street Improvements: ® NO ❑YES,describe:
D.LAND ALTERATIONS
Alteration Present Use Previous Use Percent of
(planned use) (before change) (historical) Acres Project Area
To Be Acquired None - - -
WW
To Be Developed TP&reclaimed water - 145 100%
application land
To Be Originally Cleared None - - -
To Be Landscaped None - - -
To Be Covered by Imperme- None
able Surface(square feet)
Reclaimed water application
To Be Cut land(hybrid sycamore crop Agricultural fields 145 100%
trees)
To Be Filled(cubic yards) None - - -
Page 2

Part 2(continued)
E.TOPOGRAPHY AND VEGETATIVE TYPES BY ACRE
Types of Vegetation
%of Soil Types Forested Non-Forested
Slope Acres Area (use USDA and SCS classification) Pine Hardwood Mixed Brush Grassland Other
Bibb sandy loam,Johnston and Pamlico sods,Goldsboro
0-5% 172.6 53 loamy sand(Southern Coastal Plain),Lynchburg sandy loam,
Norfolk sandy loam,Rains sandy loam,Ruston loamy sand, X X X
_ Weston loamy sand _
5-10% 144.1 45 Craven sandy loam,Norfolk loamy sand,Norfolk sandy loam, X X
Ruston loamy sand.Ruston sandy loam Wa°ram loamy
over Kalma loamy sand X X X
10°/m 6.7 2
F.CULTURAL RESOURCES(archeological,historic,architectural)
1.Please give any known archeological or historic sites on project land:
None.
2.What kind,if any,site preparation has already been conducted:
None—the site was already disturbed by the existing wastewater treatment plant and reclaimed water application fields.
3. Has area been previously surveyed by archeologist?If so give name of principal investigator and date of survey:
None known.
4. ® YES n NO Are buildings/structures on site now?(abandoned barns,farmhouses,tobacco sheds,bridges,etc.)
If yes,approximate age: —50 years or less;existing wastewater treatment plant infrastructure(no barns,farmhouses,tobacco sheds,or bridges
5.Will any of these structures be demolished?(indicate which):
No structures will be demolished.
6.Will any of these structures be rehabilitated or renovated?(indicate which):
The existing headworks equipment will be renovated under this project;however,it is less than 25 years old.
7.Please include photographs of any buildings over 25 years old
See attached photos.
G.ENVIRONMENT
1.Check if any publicly owned/leased recreational/conservation lands are within one mile radius of the site:N/A
State Park or Forest ❑ Wildlife Game Lands or Refuge I 7 1 State Rivers ❑ Dedicated State Nature Preserve
ri National Park or Forest ❑ State Estuarine Reserve ❑ Registered Natural n State or Federal Wilderness Area
❑ Heritage Areas
Municipal Park ❑ State Trails
2.Stream that surface runoff from project area drains into(illustrate relative position on maps):
N.E.Cape Fear River
3. U YES Site includes/borders on U YES Site includes/borders on ❑ YES Site includes/borders on
® NO trout waters classed by
DWQ and/or WRC ® NO estuarine waters ® NO drinking water source
4.
YES ® NO The project will involve impoundment or withdrawal of water. If yes,mark impoundment on map.
If impoundment is planned,the amount of water to be impounded is approximately acre/feet and surface acres.
The impoundment will be created by a dam approximately feet in height.
Page 3

Part 2(continued)
G. ENVIRONMENT-continued
5.Describe known mineral deposits of commercial value on site:
None
6.Note classes of wildlife known to exist in the general area:
UBear ® Turkey ® Small Game(squirrel,quail,rabbit,raccoon,dove,etc.)
® Deer ® Waterfowl 7 Federal/State Listed Endangered/Threatened Species(osprey,eagle,alligator,red cockaded
woodpecker,etc.)
7.Will proposed forestry practices such as burning,clearcutting,or thinning have adverse or desirable effects on any of the above species?
Explain:
Clearcutting of the hybrid sycamore trees may have an effect on some or all of the above species.However,it should be noted that these trees
have been grown for agricultural purposes.The lack of biodiversity within the stand of sycamore trees does not promote a thriving ecosystem
such as those found on naturally forested land.The impacts of the clearcutting associated with this project on animal species in the area will be
reduced in comparison to clearcutting of natural forest.Furthermore,the clearcutting and establishment of bermuda grass will create forest-edge
habitat which promotes biodiversity,especially for bird species.
8.Are proposed pesticides or herbicides known to have adverse effects on humans or any of above species?Which pesticides/herbicides?
Which species?
N/A
9.What alternatives or mitigating actions,if any,have been considered to avoid impacts(i.e.alternative projects,sites,etc.):
Alternatives considered for the Preliminary Engineering Report are:1)Do Nothing;2)Replace drip irrigation system and sycamore trees with
spray application and coastal bermuda grass;3)Replace drip irrigation system and sycamore trees with spray application and coastal
bermuda grass and make improvements to WWTP treatment equipment and infrastructure. Not replacing the drip irrigation system and
sycamore trees is not option. If these items are not replaced the WWTP will not be able to adequately dispose of all reclaimed water and will
have to continue to violate it's NPDES permit.
10.Description and acreage of branches,creeks,streams,rivers,or wetlands which will be filled as a consequence of the proposed activity:
None
11.Will any water courses be altered or placed beneath the ground? I I YES ® NO
If yes,linear feet
12.Description of mitigation measures which will be employed to avoid,reduce,or compensate for wetland impacts associated with the proposed activity:
No wetland Impacts are anticipated
Page 4

Part 2(continued)
H.LOCAL IMPACT OF PROJECT
1.Give name,position and office telephone number of an individual in the appropriate local government unit that can confirm the
compatibility of the proposed activity with existing and/or proposed land use or economic development plans:
Name: Position: Phone:
Charles Brown Town Manager 919-658-9539 ext.107
2.In your opinion,what aspect of proposed activity will have the most significant negative environmental impact on site and
surrounding area?(consider traffic,noise,aesthetics,odors,loss of acres etc.):
Higher volume of runoff to the N.E.Cape Fear River and potential for erosion during rain events following clearing
of hybrid sycamore trees and prior to establishment of alternative grass crop.
3.In your opinion,what aspect of proposed project will have the most significant positive influence on project area?
Modification of the WWTP land application system will allow the plant to discharge its permitted volume of treated wastewater to the existing land
application fields.This will allow the plant to operate at its full permitted treatment capacity of 1.566 MGD,and will prevent the plant from
discharging to the N.E.Cape Fear River over its permit limits and harm the environment.Furthermore,the modifications will allow the Mount Olive
Pickle Company and the University of Mount Olive to expand their facilities,bringing economic stimulus to the area.
4. ®YES ❑ NO Will an environmental review document(e.g.environmental assessment)be prepared for the funding agency?
If yes,above,has it been prepared yet? [1 YES ® NO
5.Check where effects are applicable.Give numerical estimates in last column,if possible.
Construction Phase Operational Phase
Effect Increase Decrease Minor Moderate Major Minor Moderate Major Estimate
Employment X X
10 jobs
Immigration to no.peoae
County - - - - - -
Tax Base amount
Sediment tons/day
Thermal Discharge max.temp.rise
Chemicals types)
Smoke X XSource:Construction
- - - - - eauioment
Road Closures no.roads
New Roads total niles
Traffic no vehicles
Agricultural/Forestry no.acres
Operations X X - - _ - - 145
Cultural Resources
Additional Remarks:Agriculturallforestry operations will decrease during construction;however,the existing hybrid sycamore tree crop will be
replaced with coastal bermuda grass crop and the exact same acreage of agricultural operations will continue after construction is completed.
North Carolina Department of Administration
Statuse
Submit sixteen(16)copies of Parts 1 and 2 with 13022 MailCle Serviceeghc C
maps(8% x11"reproducible)to. Raleigh,Mail Center
North Carolina 27699-1302
[phone] Page 5

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i Conservation Service National Cooperative Soil Survey Page 1 of 5

•
Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWTP&Reclaim Water Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
Area of Interest(A01) fg Spot Area The soil surveys that comprise your AOI were mapped at scales
Q
Area of Interest(A01) O ranging front 1:20,000 to 1:24,000.
Stony Spot
Solis CO very stony spat Warning:Soil Map may not be valid at this scale.
Q Soil Map Une Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
Sat Map Unit Lines © misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
• Soo Map Unit Points contrasting soils that could have been shown at a more detailed
Special Line Features
Special Point Features scale.
AO Blowout Water Features
_. Streams and Canals Please rely on the bar scale on each map sheet for map
® Borrow Pe measurements.
Transportation
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Closed Depression
Web Soil Survey URL:
O Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
• Gravel Pit ry, US Routes Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the •
0 Landfill Local Roads Albers equal-area conic projection,should be used if more
• Lava Flow accurate calculations of distance or area are required.
Background
41, Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
fe Mine or Quarry
Soil Survey Area: Duplin County,North Carolina
O Miscellaneous Water Survey Area Data: Version 14,Sep 10,2018
O Perennial Water Soil Survey Area: Wayne County,North Carolina
y Rock Outcrop Survey Area Data. Version 16,Sep 10,2018
4, Saline Spot Your area of interest(A01)includes more than one soil survey
area.These survey areas may have been mapped at different
•
• Sandy Spot scales,with a different land use in mind,at different times,or at
different levels of detail.This may result in map unit symbols,soil
Severely Eroded Spot properties,and interpretations that do not completely agree
O Sinkhole across soil survey area boundaries.
Slide or Slip Soil map units are labeled(as space allows)for map scales
1:50,000 or larger.
• Sodic Spot
Date(s)aerial images were photographed: Oct 29,2014—Nov
28,2017
USDA Natural Resources Web Soil Survey 3/26/2019
7� Conservation Service National Cooperative Soil Survey Page 2 of 5

•
•
Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina
(Mount Olive WWfP 8 Redaim Waler Application Fields-NRCS Soils Map)
MAP LEGEND MAP INFORMATION
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
Natural Resources Web Soil Survey 3128f2019
Conservation Service National Cooperative Soil Survey Page 3 of 5

Soil Map-Duplin County,North Carolina.and Wayne County,North Carolina Mount Olive WWiP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BbA Bibb sandy loam,0 to 1 0.2 0.1%
percent slopes,frequently
flooded
JpA Johnston and Pamlico soils,0 0.1 0.0%
to 1 percent slopes,
frequently flooded
Subtotals for Soil Survey Area 0.3 0.1%
Totals for Area of Interest 328.0 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb sandy loam 46.7 14.2%
Bp Borrow pit 4.2 1.3%
CrB2 Craven sandy loam,2 to 6 4.4 1.3%
percent slopes,eroded
(Gritney)
CrC2 Craven sandy loam,6 to 10 4.3 1.3%
percent slopes,eroded
(Gritney)
GoA Goldsboro loamy sand,0 to 2 5.9 1.8%
percent slopes,Southern
Coastal Plain
Jo Johns sandy loam 3.7 1.1%
Js Johnston loam 1.2 0.4%
KaD Kalmia loamy sand,10 to 15 6.7 2.0%
percent slopes(Winton)
Ly Lynchburg sandy loam,0 to 2 5.0 1.5%
percent slopes
M-W Miscellaneous water 4.7 1.4%
NoA Norfolk loamy sand,0 to 2 32.9 10.0%
percent slopes
NoB Norfolk loamy sand,2 to 6 48.0 14.6%
percent slopes
NoC Norfolk loamy sand,6 to 10 19.9 6.1%
percent slopes
NrB2 Norfolk sandy loam,2 to 6 5.6 1.7%
percent slopes,eroded
Po Pantego loam 1.5 0.4%
Ra Rains sandy loam,0 to 2 28.0 8.5%
percent slopes
RuA Ruston loamy sand,0 to 2 32.0 9.8%
percent slopes(Orangeburg)
RuB Ruston loamy sand,2 to 6 32.0 9.7%
percent slopes(Orangeburg)
USDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 4 of 5

Soil Map—Duplin County,North Carolina,and Wayne County,North Carolina Mount Olive WWfP&Reclaim
Water Application Fields-NRCS
Soils Map
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
RyB2 Ruston sandy loam,2 to 6 19.4' 5.9%
percent slopes,eroded
(Orangeburg)
WaB Wagram loamy sand,0 to 6 5.7 1.8%
percent slopes
WaC Wagram loamy sand,6 to 10 4.8 1.5%
percent slopes
We Weston loamy sand 11.2 3.4%
(Woodington)
Subtotals for Soil Survey Area 327.7 99.9%
Totals for Area of Interest 328.0 100.0%
uSDA Natural Resources Web Soil Survey 3/26/2019
Conservation Service National Cooperative Soil Survey Page 5 of 5

U.S.Fish and Wildlife Service
K,►;^ National Wetlands Invento A J Mt. Olive WWTP Wetlands
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0 0/75 0 35 0.7 km •May 8,2�1 g This map is for general reference only The US Fish and YVldlife
y Service is not responsible for the accuracy or currentness of the
base data shown on this map All wetlands related data should
Wetlands .
Freshwater Emergent Wetland III Lake be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
El Estuarine and Marine Deepwater . Freshwater Forested/Shrub Wetland ® Other
IN Estuarine and Marine Wetland . Freshwater Pond Riverine
Natonal Wetlands Invenbry(NW)
This page was produced by the NW mapper

APPENDIX XI

P
Duplin County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
U.S.Fish&Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern, and
Candidate Species,
lluplin County, North Carolina
imeort
-041174413•1 maim
auk," aligntsibii
astatig
Vt.
ag
Updated: 10-04-2018
Common Name Scientific name Federal Record Status
Status
Vertebrate:
American alligator Alligator mississippiensis T(S/A) Current
Carolina madtom Range by Basin Noturus furiosus ARS Current
Neuse River waterdog Range by Necturus lewisi ARS Current
basin
Red-cockaded woodpecker Picoides borealis E Current
Southern hognose snake Heterodon simus ARS Obscure
Invertebrate:
Atlantic pigtoe Range by Basin Fusconaia masoni ARS Current
Vascular Plant:
Raven's seedbox Ludwigia ravenii ARS Historic
Venus'fly-trap Dionaea muscipula ARS Current
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E=endangered.A taxon"in danger of extinction throughout all or a significant portion of its range."
T=threatened.A taxon"likely to become endangered within the foreseeable future throughout all or a significant
portion of its range."
C=candidate.A taxon under consideration for official listing for which there is sufficient information to support listing.
(Formerly"Cl"candidate species.)
BGPA=Bald and Golden Eagle Protection Act.See below.
ARS=At Risk Species.Species that are Petitioned,Candidates or Proposed for Listing under the Endangered Species
Act.Consultation under Section 7(a)(2)of the ESA is not required for Candidate or Proposed species;although a
Conference,as described under Section 7(a)(4)of the ESA is recommended for actions affecting species proposed for
listing.
FSC=Federal Species of Concern.FSC is an informal term.It is not defined in the federal Endangered Species Act.In
North Carolina,the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service(Service)define Federal
https://www.fws.gov/raleigh/species/cntylist/duplin.html[3/25/2019 1:18:38 PM]

Duplin County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time.Subsumed under the
term"FSC"are all species petitioned by outside parties and other selected focal species identified in Service strategic
plans,State Wildlife Action Plans,or Natural Heritage Program Lists.
T(S/A)=threatened due to similarity of appearance.A taxon that is threatened due to similarity of appearance with
another listed species and is listed for its protection.Taxa listed as T(S/A)are not biologically endangered or threatened
and are not subject to Section 7 consultation.See below.
EXP=experimental population.A taxon listed as experimental(either essential or nonessential).Experimental,
nonessential populations of endangered species(e.g.,red wolf)are treated as threatened species on public land,for
consultation purposes,and as species proposed for listing on private land.
P=proposed.Taxa proposed for official listing as endangered or threatened will be noted as"PE"or"PT",respectively.
Bald and Golden Eagle Protection Act(BGPA):
In the July 9,2007 Federal Register(72:37346-37372),the bald eagle was declared recovered,and removed(de-listed)
from the Federal List of Threatened and Endangered wildlife.This delisting took effect August 8,2007.After delisting,
the Bald and Golden Eagle Protection Act(Eagle Act)(16 U.S.C.668-668d)becomes the primary law protecting bald
eagles.The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of"take"that includes
"disturb".The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land
managers,landowners,and others as to how to avoid disturbing bald eagles.For mor information,visit
bttp://www.fws gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A)):
In the November 4, 1997 Federal Register(55822-55825),the northern population of the bog turtle(from New York
south to Maryland)was listed as T(threatened),and the southern population(from Virginia south to Georgia)was listed
as T(S/A)(threatened due to similarity of appearance).The T(S/A)designation bans the collection and interstate and
international commercial trade of bog turtles from the southern population.The T(S/A)designation has no effect on
land management activities by private landowners in North Carolina,part of the southern population of the species.In
addition to its official status as T(S/A),the U.S.Fish and Wildlife Service considers the southern population of the bog
turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current-the species has been observed in the county within the last 50 years.
Historic-the species was last observed in the county more than 50 years ago.
Obscure-the date and/or location of observation is uncertain.
Incidental/migrant-the species was observed outside of its normal range or habitat.
Probable/potential-the species is considered likely to occur in this county based on the proximity of known records(in
adjacent counties),the presence of potentially suitable habitat,or both.
https://www.fws.gov/raleigh/species/cntylist/duplin.html[3/25/2019 1:18:38 PM]

Wayne County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
U.S. Fish & Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern, and
Candidate Species,
Wayne County, North Carolina
jradriappviirt
a„.1141414,40,040.64 v*
ahatit
star
Updated: 10-05-2018
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle Haliaeetus leucocephalus BGPA Current
Carolina madtom Range by Basin Noturus furiosus ARS Current
Neuse River waterdog Range by Necturus lewisi ARS Current
hasin
Red-cockaded woodpecker Picoides borealis E Current
Southern hognose snake Heterodon simus ARS Obscure
Invertebrate:
Atlantic pigtoe Range by Basin Fusconaia masoni ARS Historic
Dwarf wedgemusselRange by basin Alasmidonta heterodon E Current
Tar River spinymussel Range by Parvaspina steinstansana E Current
hasin
Yellow lance Range by basin Elliptio lanceolata T Current
Vascular Plant:
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E=endangered.A taxon"in danger of extinction throughout all or a significant portion of its range."
T=threatened.A taxon"likely to become endangered within the foreseeable future throughout all or a significant
portion of its range."
C=candidate.A taxon under consideration for official listing for which there is sufficient information to support listing.
(Formerly"Cl"candidate species.)
BGPA=Bald and Golden Eagle Protection Act.See below.
ARS=At Risk Species.Species that are Petitioned,Candidates or Proposed for Listing under the Endangered Species
Act.Consultation under Section 7(a)(2)of the ESA is not required for Candidate or Proposed species;although a
Conference,as described under Section 7(a)(4)of the ESA is recommended for actions affecting species proposed for
listing.
https://www.fws.gov/raleigh/species/cntylist/wayne.html[3/25/2019 1:17:34 PM]

Wayne County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
FSC=Federal Species of Concern.FSC is an informal term.It is not defined in the federal Endangered Species Act.In
North Carolina,the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service(Service)define Federal
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time.Subsumed under the
term"FSC"are all species petitioned by outside parties and other selected focal species identified in Service strategic
plans,State Wildlife Action Plans,or Natural Heritage Program Lists.
T(S/A)=threatened due to similarity of appearance.A taxon that is threatened due to similarity of appearance with
another listed species and is listed for its protection.Taxa listed as T(S/A)are not biologically endangered or threatened
and are not subject to Section 7 consultation.See below.
EXP=experimental population.A taxon listed as experimental(either essential or nonessential).Experimental,
nonessential populations of endangered species(e.g.,red wolf)are treated as threatened species on public land,for
consultation purposes,and as species proposed for listing on private land.
P=proposed.Taxa proposed for official listing as endangered or threatened will be noted as"PE"or"PT",respectively.
Bald and Golden Eagle Protection Act(BGPA);
In the July 9,2007 Federal Register(72:37346-37372),the bald eagle was declared recovered,and removed(de-listed)
from the Federal List of Threatened and Endangered wildlife.This delisting took effect August 8,2007.After delisting,
the Bald and Golden Eagle Protection Act(Eagle Act)(16 U.S.C.668-668d)becomes the primary law protecting bald
eagles.The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of"take"that includes
"disturb".The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land
managers,landowners,and others as to how to avoid disturbing bald eagles.For mor information,visit
http://www.fws.gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A)):
In the November 4, 1997 Federal Register(55822-55825),the northern population of the bog turtle(from New York
south to Maryland)was listed as T(threatened),and the southern population(from Virginia south to Georgia)was listed
as T(S/A)(threatened due to similarity of appearance).The T(S/A)designation bans the collection and interstate and
international commercial trade of bog turtles from the southern population.The T(S/A)designation has no effect on
land management activities by private landowners in North Carolina,part of the southern population of the species.In
addition to its official status as T(S/A),the U.S.Fish and Wildlife Service considers the southern population of the bog
turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current-the species has been observed in the county within the last 50 years.
Historic-the species was last observed in the county more than 50 years ago.
Obscure-the date and/or location of observation is uncertain.
Incidental/migrant-the species was observed outside of its normal range or habitat.
Probable/potential-the species is considered likely to occur in this county based on the proximity of known records(in
adjacent counties),the presence of potentially suitable habitat,or both.
https://www.fws.gov/raleigh/species/cntylist/wayne.html[3/25/2019 1:17:34 PM]

APPENDIX XII

■■■ Roy Cooper,Governor
■■ Y' NC DEPARTMENT OF
■ ■ Susi Hamilton,Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
■`■■■ Walter Clark,Director,Land and Water Stewardship
N CN H DE-8687
April 9,2019
Troy Beasley
Withers&Ravenel
115 MacKenan Drive
Cary,NC 27511
RE:Mount Olive WWTP;021810005.00
Dear Troy Beasley:
The North Carolina Natural Heritage Program(NCNHP)appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request,a query of the NCNHP database indicates that
there are no records for rare species, important natural communities,natural areas,and/or
conservation/managed areas within the proposed project boundary.Please note that although there
may be no documentation of natural heritage elements within the project boundary,it does not
imply or confirm their absence;the area may not have been surveyed.The results of this query
should not be substituted for field surveys where suitable habitat exists.In the event that rare
species are found within the project area,please contact the NCNHP so that we may update our
records.
The attached'Potential Occurrences'table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists.Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area,if any,are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area,the NCNHP recommends contacting the US Fish and Wildlife Service(USFWS)for
guidance.Contact information for USFWS offices in North Carolina is found here:
httos//www.fws.aov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning,project review,and scientific research,and are not intended for use as the primary criteria
for regulatory decisions.Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP,and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve,Registered Heritage Area,Clean Water Management Trust Fund
easement,or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodnev.butler@ncdcr,gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
•
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 W JONES STREET,RALEIGII,NC 27603 • 1651 MAIL SERVICE CENTER,RALEIGH,NC 27699
OFC 079 707 9120 • FAX [phone]:21

Natural Heritage Element Occurrences,Natural Areas,and Managed Areas Within a One-mile Radius of the Project Area
Mount Olive WWTP
Project No.021810005.00
April 9,2019
NCNHDE-8687
No Element Occurrences are Documented Within a One-mile Radius of the Project Area
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Wetland Reserve Program Easement US Department of Agriculture.Natural Federal
Resources Conservation Service
Definitions and an explanation of status designations and codes can be found at httos'//nrnhde nabueserve nra/rnntent/help.Data query generated on April 9,2019;source;NCNHP.01 Jan 2019.Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
•
Page 2 of 3

NCNHDE-8687: Mount Olive WWTP
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Page 3 of 3

APPENDIX XIII

WithersRavenel
Our People.Your Success.
June 25,2019
USFWS - Raleigh ES Office
Mr.Pete Benjamin
551-F Pylon Drive
Raleigh, NC 27606
Re: Town of Mount Olive Wastewater Treatment Plant
Mount Olive,Wayne County NC
Threatened&Endangered Species Assessment Report
WR Project#2181005.00
Mr.Benjamin:
On May 8, 2019 WithersRavenel (WR) conducted a field review for the proposed Town of
Mount Olive WWTP Improvements Project in Mount Olive,Wayne County, North Carolina.The
field review was conducted for the purpose of evaluating the presence of federally-listed
threatened and endangered species and/or potential habitat within the project area. This report
summarizes the findings of the survey.
The review area consists of approximately 145.5 acres of existing treated wastewater application
fields adjacent to Town of Mount Olive Waste Water Treatment Plant (35.196150°N; -
78.040874°W). There are 12 permitted waste application fields currently in use at the facility
(see attached exhibit). The application fields were originally permitted in 2008 and designed as
drip irrigation fields, utilizing a hybrid sycamore cover crop.Over time,the drip irrigation system
has become ineffective, and a majority of the system is no longer in use, causing a loss of
wastewater treatment capacity at the facility and limiting the Town's ability to create new
economic opportunities.
Proposed Activities
The proposed activities consist of the refurbishment and reconstruction of 12 permitted waste
application areas, requiring the removal of planted hybrid sycamore trees,to be replaced with a
Bermuda grass cover crop designed for wastewater spray irrigation usage.
Site Conditions
The project is located on Wilkins Farm Road east of the Town of Mount Olive, in a rural area of
Wayne County, NC,adjacent to the existing WWTP.
115 MacKenan Drive I Cary,NC 27511
t:919.469.3340 I f:919.467.6008 I www.withersravenel.com I License No.C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

;ppWithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
One vegetative community, (maintained/planted hybrid sycamore forest, was identified within
the review area. Mixed hardwood forest vegetative community was identified adjacent to
eastern and southern boundary of the review area.
The maintained/planted hybrid sycamore forest community was present in large areas
surrounding the waste application zones. For assessment purposes, all waste application zones
and areas within the permitted waste boundary (approximately 112 acres), as well as adjacent
maintenance areas, were considered mowed/maintained. The canopy within this community
consisted entirely of hybrid sycamore trees (Platanus spp.), ranging from 10-20 ft in height,
approximately 10-12 years old, planted in rows. There was no understory present as the areas
between the trees is regularly mowed as part of maintenance of the spray fields. The
groundcover consisted of a mixture of fescue (Festuca spp.), Bermuda grass (Cynodon dactylon),
white clover(Trifolium repens)and other common weeds and grasses.
The mixed hardwood forest community was present in areas along the perimeter of the
property,outside of the permitted waste boundary(review area). The vegetative composition of
the community generally consisted of a canopy of sweet gum (Liquidambar styraciflua), water
oak (Quercus nigra), red maple (Acer rubrum) and loblolly pine (Pinus taeda), with a dense
understory including honeysuckle (Lonicera japonica), privet (Ligustrum sinense), blackberry
(Rubus spp)and poison-ivy(Toxicodendron radicans).
The review area drains to Northeast Cape Fear River (NC Stream Index is 18-74-(1); Water
Quality Classification is C; Sw). There are two wetland areas and one intermittent stream within
the WWTP boundaries; however,the proposed project and review area excludes these features,
as no work will be conducted within these areas, and no disturbance to the stream or wetlands
will occur as a result of the planned project.
Threatened&Endangered Species Review
The federal Endangered Species Act (ESA) requires that all federal agencies, ensure that any
action they authorize, fund, or carry out won't jeopardize the existence of listed species or
"destroy or adversely modify" any designated critical habitat for that species.The US Fish and
Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS) are tasked with
administering the ESA. The NMFS manages marine species, and the USFWS manages the
remainder of the listed species.
Methodology
WR reviewed US Fish and Wildlife Service's online threatened and endangered species database,
located at: http://www.fws.gov/raleigh/species/cntylist/nc counties.html and the NC Wildlife
Resource Commission's "State and Federally Listed Endangered Wildlife Species of North
Carolina" publication, located at www.ncwildlife.org, to identify federally listed threatened and
endangered species known to occur in Wayne County, North Carolina. The USFWS list of
threatened and endangered species known to occur in Wayne County has been provided as an
Appendix.
Page 2 of 10

1• WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
WR also reviewed the NC Natural Heritage Program's (NCNHP) online database, located at
https://www.ncnhp.org/data/species-community-search to identify known occurrences of
threatened or endangered species within the Mount Olive, NC USGS Quadrangle Map. A
project review request was submitted to the NCNHP through their Data Explorer webpage,
located at: https://ncnhde.natureserve.org/, to identify known occurrences of federally listed
threatened or endangered species within 1.0 miles of the review area. The NCNHP project
review letter states there are no records for rare species within the proposed project boundary,
and no occurrences of rare species are documented within one-mile radius of the project area.A
copy of the NCNHP project review letter is included as an Appendix.
On May 8, 2019, WR conducted a pedestrian survey to assess vegetative communities and
identify potential habitat for, or occurrences of federally listed species within or immediately
adjacent to the review area.The review areas consisted of maintained/planted hybrid sycamore
forest and mixed hardwood forest vegetative communities, as previously discussed in the Site
Conditions section of this report.
Species Synopsis and Pedestrian Survey Results
The U.S. Fish and Wildlife Service (USFWS) maintains lists of species that receive Federal
protection under the Endangered Species Act. Endangered(E)status refers to"any species which
is in danger of extinction throughout all or a significant part of its range," and Threatened (T)
status refers to any species which is "likely to become endangered within the foreseeable future
throughout all or a significant portion of its range" (Endangered Species Act, Section 3). Plants
and animals classified as Endangered (E) or Threatened (T) by the USFWS are protected under
the provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended.
Plants and animals listed a Proposed (P) are currently undergoing evaluation for listing as
Threatened or Endangered. The following table presents the list of federally Threatened,
Endangered and Proposed species known to occur in Wayne County, North Carolina as last
updated by the USFWS on 10/05/2018.
Common Name Scientific Name Federal Habitat Biological
Status Present Conclusion
Bald Eagle Haliaeetus leucocephalus *BGPA No No Effect
Red Cockaded Picoides borealis E No No Effect
Woodpecker
Tar River Spinymussel Parvaspina steinstansana E No No Effect
Yellow Lance Elliptio lanceolata T No No Effect
Atlantic Pigtoe Fusconaia masoni **PT No No Effect
Carolina Madtom Noturus furiosus ***PE No No Effect
Neuse River Waterdog Necturus lewisi **PT No No Effect
*BGPA- Bald and Golden Eagle Protection Act
**Proposed Threatened
***Proposed Endangered
Page 3 of 10

1% WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Bald Eagle(BGPA)
USFWS Optimal Survey Window:Year Round
Bald Eagles roost and nest in tall trees along or within 1.0 miles of shorelines of large lakes and
rivers. WR reviewed the NCNHP GIS data to determine the location of the known Bald Eagle
nest sites and their distance from the review area. Based on the NCNHP GIS data, there are no
known occurrences of Bald Eagle nesting/roosting sites within 1.0 miles of the Review Areas.
The planted sycamore trees are only 10-12 years in age and were not large enough to support an
eagle nest, and therefore potential nesting habitat is not present within the review area.
Pedestrian surveys.There were no eagle nests observed along the edges of the mixed hardwood
forest community during the pedestrian survey. Additionally, no eagles were observed flying
during the survey.
There was no potential foraging/nesting habitat within 1.0 miles of the review area.Therefore,a
pedestrian survey was not conducted in accordance with USFWS' "National Bald Eagle
management Guidelines"(May 2007).
Per the National Bald Eagle Management Guidelines, activities taking place in excess of 660'
from a Bald Eagle nest will have no effect on the nesting activities.Therefore, based on a lack of
potential habitat within the review area, and lack of nearby records, WR concludes that the
project will have"No Effect"on Bald Eagles.
Biological Conclusion - No Effect
Red-cockaded Woodpecker(E)
USFWS Optimal Survey Window: Not Specified
The red-cockaded Woodpecker(RCW)occurs in extensive tracts of open stands of mature pines,
particularly longleaf pine (Pinus palustris), for foraging and nesting/roosting habitat, typically 70
to 100 acres or more. The RCW is rarely found in deciduous or mixed pine-hardwoods. The
RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older,
which are contiguous with pine stands at least 30 years of age to provide foraging habitat.
Optimal habitat is characterized as a broad savanna with a scattered overstory of large pines and
a dense groundcover containing a diversity of grass, forbs, and shrub species. Mid-story
vegetation is sparse or absent. Frequent fires maintain the quality of the RCW's habitat. The
foraging range of the RCW is normally no more than 0.5 miles. The review of the NCNHP GIS
data did not identify any known occurrences of RCW within 1.0 miles of the review area.
Based on the optimal habitat of an overstory of large, mature pine stands, the review area was
not considered potential RCW nesting habitat of RCW. Additionally, there are no large,
contiguous mature pine stands within 1.0 miles of the review area,and therefore the review area
was not considered potential RCW foraging habitat.
Page 4 of 10

10 WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Based on a lack of potential RCW nesting/foraging habitat within the review area, as well as a
lack of nearby records,WR concludes that the proposed activities will have No Effect on RCW.
Biological Conclusion - No Effect
Dwarf wedgemussel(E)
USFWS Optimal Survey Window:Year round
In North Carolina, the dwarf wedgemussel is known from the Neuse and Tar River drainages.
The mussel inhabits small streams less than 5 meters wide to large rivers more than 100 meters
wide. It is found with a slow to moderate current and a variety of substrate types including sand,
gravel and pebble or firm silt bottoms. Water in these areas must be well oxygenated. Stream
banks are generally stable with extensive root systems holding soils in place.
Although a large majority of Wayne County, NC is located within the Neuse River Basin, the
review area is located in the Cape Fear River Basin,which is not included as potential habitat for
the dwarf wedgemussel. Therefore,the review area is not located within the known range and
therefore does not have potential habitat. Additionally, the proposed activities will not result in
impacts to streams. WR concludes that the proposed project will have No Effect on the dwarf
wedgemussel.
Biological Conclusion - No Effect
Tar River spinymussel(E)
USFWS Optimal Survey Window:None Specified
The Tar River spinymussel is endemic only to the Tar River and Neuse River systems in North
Carolina. The brownish shell is rhomboid-shaped, up to 2.4 inches (6 cm) long, with 0-6 spines
on each valve. The shell is rather smooth and shiny, with concentric rings, and ends in a blunt
point. Younger individuals are orange-brown with greenish rays streaking outward from the
hinge area. Adults are darker with less distinct rays.The Tar River spinymussel lives in relatively
silt-free uncompacted gravel and/or coarse sand in fast-flowing, well oxygenated stream
reaches. It is found in association with other mussels, but it is never very numerous. It feeds by
syphoning and filtering small food particles that are suspended in the water.
Although a large majority of Wayne County, NC is located within the Neuse River Basin, the
project review area is located in the Cape Fear River Basin, which is not included as potential
habitat for the Tar River spinymussel.Therefore,the review area is not located within the known
range and does not have potential habitat. Additionally,the proposed activities will not result in
impacts to streams.WR concludes that the proposed project will have No Effect on the Tar River
spinymussel.
Page 5 of 10

110 WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Biological Conclusion - No Effect
Yellow lance(T)
USFWS Optimal Survey Window: None Specified
The yellow lance is a freshwater mussel found in the Chowan, Tar and Neuse River basins in
North Carolina. The yellow lance is a bright yellow elongate mussel with a shell over twice as
long as tall, usually not more the 86mm (3.4 inches) in length. The yellow lance is a sand-loving
species often found buried deep in clean, coarse to medium sand and sometimes migrating with
shifting sands,although it has been found in gravel substrates.The species is dependent on clean
moderate flowing water with high dissolved oxygen content in riverine or larger creek
environments.
Although a large majority of Wayne County, NC is located within the Neuse River Basin, the
project review area is located in the Cape Fear River Basin, which is not included as potential
habitat for the yellow lance. Therefore, the review area is not located within the known range
and does not have potential habitat. Additionally, the proposed activities will not result in
impacts to streams. WR concludes that the proposed project will have No Effect on the yellow
lance.
Biological Conclusion - No Effect
Proposed Species
Atlantic Pigtoe(PT)
The Atlantic pigtoe is a freshwater mussel with a chunky, rhombus shape, like that of a pig's
hoof/toe. The outer shell is yellow to dark brown and parchment-like, while the inner layer is
iridescent blue to salmon,white or orange. The Atlantic pigtoe rarely exceeds 2-inches in length.
The preferred habitat is coarse sand and gravel in small creeks and large rivers with excellent
water quality, where flows are sufficient to maintain clean, silt free substrates. In NC, Atlantic
pigtoe is found in the James, Chowan, Roanoke, Tar, Neuse, Cape Fear, Pee Dee and Catawba
River basins.
There are two wetland areas and one intermittent stream within the WWTP boundaries;
however, the proposed project and review area excludes these features, as no work will be
conducted within these areas. Therefore, the review area does not have potential habitat.
Additionally,the proposed activities will not result in impacts to streams. WR concludes that the
proposed project will have No Effect on the Atlantic pigtoe.
Page 6 of 10
l - —

1% WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Carolina madtom(PE)
USFWS Optimal Survey Window:None Specified
The Carolina madtom is a small fish, growing to only 5 inches at their largest, and have a short,
tan body with three wide dark saddles across the back and a black lateral stripe and dark blotch
on their adipose fin. Carolina madtom is endemic to the Neuse and Tar River basins, and prefer
free-flowing small to medium freshwater rivers with clean sand or gravel bottoms. They are
typically found in very shallow water with little or no current. During the summer, they can be
found hiding under mussel shells,logs,pieces of bark and other cover.
Although a large majority of Wayne County, NC is located within the Neuse River Basin, the
project review area is located in the Cape Fear River Basin, which is not included as potential
habitat for the Carolina madtom. Therefore, the review area is not located within the known
range and does not have potential habitat. Additionally,the proposed activities will not result in
impacts to streams.WR concludes that the proposed project will have No Effect on the Carolina
madtom.
Neuse River Waterdog(PT)
USFWS Optimal Survey Window: None Specified
The Neuse River waterdog is a permanently aquatic salamander that can grow up to 11 inches
long. It has a reddish brown body with an irregular pattern of large blue or black spots, and the
belly is typically dull brown or gray color with spots similar to those seen elsewhere on the body.
Adults have elongated heads with squared-off noses, cylindrical trunks and tails that are laterally
compressed and ridged. Three dark-red, bushy gills project from either side of the head and a
dark line runs through the eye. The limbs are rather small, and the front and hind feet have four
toes. The Neuse River waterdog is endemic to the Neuse River basin and have specific habitat
characteristics of low to moderate gradient streams and low current velocity, and are typically
found in streams wider than 15 meters. The Neuse River waterdog required relatively high
oxygen levels and water quality, and is found in large accumulations of submerged leaved in
eddies,or backwaters of streams.
Although a large majority of Wayne County, NC is located within the Neuse River Basin, the
project review area is located in the Cape Fear River Basin, which is not included as potential
habitat for the Neuse River waterdog. Therefore, the review area is not located within the
known range and does not have potential habitat. Additionally, the proposed activities will not
result in impacts to streams.WR concludes that the proposed project will have No Effect on the
Neuse River waterdog.
Page 7 of 10

1% WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Summary
Results of the threatened and endangered species survey for the proposed WWTP improvement
project were negative for the bald eagle, red-cockaded woodpecker, dwarf wedgemussel, Tar
River spinymussel, yellow lance, Atlantic pigtoe, Carolina madtom, and Neuse River waterdog.
Additionally, the review area did not contain occurrences of, or potential habitat for, the Bald
Eagle, red-cockaded woodpecker, dwarf wedgemussel, Tar River spinymussel, yellow lance,
Atlantic pigtoe, Carolina madtom, and Neuse River waterdog. Therefore, based on our findings
and best professional judgment,WR concludes that the project will have"No Effect"on federally
listed species.
We are requesting USFWS' review of the results of the federally listed species survey for
concurrence with our findings. Please feel free to contact me if you have any questions or
concerns regarding the contents of this report.
Sincerely,
WithersRavenel
Martin Richmond Troy Beasley
Environmental Scientist Senior Environmental Scientist
Page 8 of 10

WithersRavenel
Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
Attachments:
1) Project Location Map
2) Aerial Photo- 2016
3) Town of Mount Olive WWTP Site Plan, May 2019
4) USGS Quadrangle Exhibit
5) Wayne County Soil Survey Exhibit
6) USFWS T&E List: Wayne County 10/05/2018
7) NCNHP Project Review Letter April 9,2019
Page 9 of 10

WithersRavenel
II/ Our People.Your Success.
Town of Mount Olive WWTP Improvements
USFWS Consultation Request
June 25,2019
REFERENCES
1. 2014 Natural Heritage Program List of Rare Plant Species of North Carolina. Edited by Laura
Gadd Robinson and John T. Finnegan. N. C. Natural Heritage Program; NC Department of
Environment and Natural Resources.
2. 2014 Natural Heritage Program List of the Rare Animal Species of North Carolina. Compiled
by Harry E. LeGrand, Jr., Judith A. Ratcliffe and John T. Finnegan. N. C. Natural Heritage
Program; NC Department of Environment and Natural Resources.
3. Flora of the Southern and Mid-Atlantic States - May 2015 Version by Alan S. Weakly,
University of North Carolina Herbarium.
4. US Fish & Wildlife Service Threatened and Endangered Species in North Carolina webpage
search at:http://www.fws.gov/raleigh/species/cntylist/nc counties.html April 9,2019.
5. Natural Heritage Program Database Search at: https://www.ncnhp.org/data/species-communitv-
search accessed April 9,2019.
6. NC Natural Heritage Program GIS Data for element occurrences,located at:
https://ncnhde.natureserve.org/content/tier-1,updated January 2018.
7. NC Natural Heritage Program Project Review Letter dated April 9,2019.
Page 10 of 10

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O TOLN{ WAYNE COUNTY %OTTICOOIIY.S

Wayne County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
U.S.Fish&Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern, and
Candidate Species,
Wayne County, North Carolina
4161411.11040
makigi
Updated: 10-05-2018
Common Name Scientific name Federal Record Status
Status
Vertebrate:
Bald eagle Haliaeetus leucocephalus BGPA Current
Carolina madtom Range by Basin Noturus furiosus ARS Current
Neuse River waterdog Range by Necturus lewisi ARS Current
Red-cockaded woodpecker Picoides borealis E Current
Southern hognose snake Heterodon simus ARS Obscure
Invertebrate:
Atlantic pigtoe Range by Basin Fusconaia masoni ARS Historic
Dwarf wedgemusselRange by basin Alasmidonta heterodon E Current
Tar River spinymussel Range by Parvaspina steinstansana E Current
basin
Yellow lance Range by basin Elliptio lanceolata T Current
Vascular Plant:
Nonvascular Plant:
Lichen:
Definitions of Federal Status Codes:
E=endangered.A taxon"in danger of extinction throughout all or a significant portion of its range."
T=threatened.A taxon"likely to become endangered within the foreseeable future throughout all or a significant
portion of its range."
C=candidate.A taxon under consideration for official listing for which there is sufficient information to support listing.
(Formerly"Cl"candidate species.)
BGPA=Bald and Golden Eagle Protection Act.See below.
ARS=At Risk Species.Species that are Petitioned,Candidates or Proposed for Listing under the Endangered Species
Act.Consultation under Section 7(a)(2)of the ESA is not required for Candidate or Proposed species;although a
Conference,as described under Section 7(a)(4)of the ESA is recommended for actions affecting species proposed for
listing.
https://www.fws.gov/raleigh/species/cntylist/wayne.html[3/25/2019 1:17:34 PM]

Wayne County Endangered Species,Threatened Species,Federal Species of Concern,and Candidate Species
FSC=Federal Species of Concern.FSC is an informal term.It is not defined in the federal Endangered Species Act. In
North Carolina,the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service(Service)define Federal
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time.Subsumed under the
term"FSC"are all species petitioned by outside parties and other selected focal species identified in Service strategic
plans,State Wildlife Action Plans,or Natural Heritage Program Lists.
T(S/A)=threatened due to similarity of appearance.A taxon that is threatened due to similarity of appearance with
another listed species and is listed for its protection.Taxa listed as T(S/A)are not biologically endangered or threatened
and are not subject to Section 7 consultation.See below.
EXP=experimental population.A taxon listed as experimental(either essential or nonessential).Experimental,
nonessential populations of endangered species(e.g.,red wolf)are treated as threatened species on public land,for
consultation purposes,and as species proposed for listing on private land.
P=proposed.Taxa proposed for official listing as endangered or threatened will be noted as"PE"or"PT",respectively.
Bald and Golden Eagle Protection Act(BGPA);
In the July 9,2007 Federal Register(72:37346-37372),the bald eagle was declared recovered,and removed(de-listed)
from the Federal List of Threatened and Endangered wildlife.This delisting took effect August 8,2007.After delisting,
the Bald and Golden Eagle Protection Act(Eagle Act)(16 U.S.C.668-668d)becomes the primary law protecting bald
eagles.The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of"take"that includes
"disturb".The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land
managers,landowners,and others as to how to avoid disturbing bald eagles.For mor information,visit
http://www.fws.gov/migratorybirds/baldeagle.htm
Threatened due to similarity of appearance(T(S/A)):
In the November 4, 1997 Federal Register(55822-55825),the northern population of the bog turtle(from New York
south to Maryland)was listed as T(threatened),and the southern population(from Virginia south to Georgia)was listed
as T(S/A)(threatened due to similarity of appearance).The T(S/A)designation bans the collection and interstate and
international commercial trade of bog turtles from the southern population.The T(S/A)designation has no effect on
land management activities by private landowners in North Carolina,part of the southern population of the species.In
addition to its official status as T(S/A),the U.S.Fish and Wildlife Service considers the southern population of the bog
turtle as a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current-the species has been observed in the county within the last 50 years.
Historic-the species was last observed in the county more than 50 years ago.
Obscure-the date and/or location of observation is uncertain.
Incidental/migrant-the species was observed outside of its normal range or habitat.
Probable/potential-the species is considered likely to occur in this county based on the proximity of known records(in
adjacent counties),the presence of potentially suitable habitat,or both.
https://www.fws.gov/raleigh/species/cntylist/wayne.html[3/25/2019 1:17:34 PM]

▪ •i• Roy Cooper.Governor
t. NC DEPARTMENT OF
vs■. .i NATURAL AND CULTURAL RESOURCES Susi Hamilton Secretary
▪ 11®111 Walter Clark,Director,Land and Water Stewardship
NCNHDE-8687
April 9,2019
Troy Beasley
Withers&Ravenel
115 MacKenan Drive
Cary,NC 27511
RE:Mount Olive WWTP;021810005.00
Dear Troy Beasley:
The North Carolina Natural Heritage Program(NCNHP)appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request,a query of the NCNHP database indicates that
there are no records for rare species,important natural communities,natural areas,and/or
conservation/managed areas within the proposed project boundary.Please note that although there
may be no documentation of natural heritage elements within the project boundary,it does not
imply or confirm their absence;the area may not have been surveyed.The results of this query
should not be substituted for field surveys where suitable habitat exists.In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached'Potential Occurrences'table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists.Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area,if any,are also included in this report.
If a Federally-listed species is found within the project area or is indicated within a one-mile radius of
the project area,the NCNHP recommends contacting the US Fish and Wildlife Service(USFWS)for
guidance.Contact information for USFWS offices in North Carolina is found here:
httDs://www.fws.gov/offices/D i rectorv/ListOffi ces.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning,project review,and scientific research,and are not intended for use as the primary criteria
for regulatory decisions.Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP,and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve,Registered Heritage Area,Clean Water Management Trust Fund
easement,or Federally-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
Q 121 W JONES STREET,RALEIGI I,NC 27603 • 16S1 MAIL SERVICE CENTER,RALEIGH.NC 27699
OFC9197079120 • FAX [phone]

Natural Heritage Element Occurrences,Natural Areas,and Managed Areas Within a One-mile Radius of the Project Area
Mount Olive WWTP
Project No.021810005.00
April 9.2019
NCNHDE-8687
No Element Occurrences are Documented Within a One-mile Radius of the Project Area
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Wetland Reserve Program Easement US Department of Agriculture,Natural Federal
Resources Conservation Service
Definitions and an explanation of status designations and codes can be found at httns//n nhd nat n Dery ora/not nt/helo Data query generated on April 9.2019;source:NCNHP,01 Jan 2019.Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

1
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Page 3 of 3

P,�,,EHT Oe TyF United States Department of the Interior
�T }
O "
-, o FISH AND WILDLIFE SERVICE
A'•_) Raleigh ES Field Office
�4gcN� j Post Office Box 33726
Raleigh,North Carolina 27636-3726
July 19,2019
•
Martin Richmond
WithersRavenel
115 MacKenan Drive
Cary,NC 27511
Re: Town of Mount Olive Wastewater Treatment Plant-Wayne County
Dear Mr.Richmond:
This letter is to informyou that the Service has established an on-line project planningand
consultation process which assists developers and consultants in determining whether a
federally-listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
https://www tws.eov/raleigh/pp.html. If you are only searching for a list of species that may be
present in the project's Action Area,then you may use the Service's Information,Planning,and
Consultation System(IPaC)website to determine if any listed,proposed,or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at httns://ecos.fws.gov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973,as amended(16 U.S.C. 1531 et seq.)(Act),a list of federal species of concern' that
are known to occur in each county in North Carolina,and other resources.
Section 7 of the Act requires that all federal agencies(or their designated anon-federal
representative),in consultation with the Service,insure that any action federally authorized,
funded,or carried out by such agencies is not likely to jeopardize the continued existence of any
federally-listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally-protected species list,information on the
species' life histories and habitats and information on completing a biological assessment or
The term"federal species of concern"refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However,we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
If your project contains suitable habitat for any of the federally-listed species known to be
present within the county where your project occurs,the proposed action has the potential to
adversely affect those species. As such,we recommend that surveys be conducted to determine_
the species'presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect(i.e.,likely to adversely affect or not likely
to adversely affect)a federally-protected species,you should notify this office with your
determination,the results of your surveys,survey methodologies,and an analysis of the effects
of the action on listed species,including consideration of direct,indirect,and cumulative effects, :�
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect(i.e.,no beneficial or adverse,direct or indirect effect)on federally
listed species,then you are not required to contact our office for concurrence(unless an
Environmental Impact Statement is prepared). However,you should maintain a complete record
of the assessment,including steps leading to your determination of effect,the qualified personnel
conducting the assessment,habitat conditions,site photographs,and any other related articles.
With regard to the above-referenced project,we offer the following remarks. Our comments are
submitted pursuant to,and in accordance with,provisions of the Endangered Species Act.
Based on the information provided and other information available,it appears that the proposed
action is not likely to adversely affect any federally-listed endangered or threatened species,their
formally designated critical habitat,or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2)of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1)new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered;(2)this action is
subsequently modified in a manner that was not considered in this review;or,(3)a new species
is listed or critical habitat determined that may be affected by the identified action.
However,the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore,we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources,Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down-gradient surface waters. In addition,we recommend maintaining
natural,vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum(a
copy can be found on our website at(http://www.fws.gov/raleigh)to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
2

tsW ,
We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation(if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required,and eliminate the need,for general correspondence for
species' lists. If you have any questions or comments,please contact Emily Wells of this office
at(919)856-4520 ext.25.
Sincerely,
OA 4
Pete enj amin
Field Supervisor
3

APPENDIX XIV

From: Richmond,Martin
Sent: Tuesday,June 18,2019 1:04 PM
To: Maness,Clark;Wicker,Michael;Colbath,Parker;Beasley,Troy
Subject: FW:[CAUTION:Suspicious Link]Mount Olive WWTP-Existing Sprayfield Status
FYI—received today from USDA
From:High,Anthony-RD,Raleigh,NC<[e-mail]>
Sent:Tuesday,June 18,2019 11:02 AM
To:Richmond,Martin<[e-mail]>
Cc:Thompson,Charlie-RD,Kinston, NC<[e-mail]>;Johnson,Julia-RD,Raleigh,NC
<[e-mail]>;Washington,Angela-RD,Kinston,NC<[e-mail]>
Subject:RE:[CAUTION:Suspicious Link]Mount Olive WWTP-Existing Sprayfield Status
Martin,
Per our conversation earlier this morning,if the land classified as farmland(existing sycamore crop)was previously
converted the Land Evaluation and Site Assessment(LESA)process will not be required.
Thanks
From:Richmond,Martin<[e-mail]>
Sent:Tuesday,June 18,2019 10:27 AM
To:High,Anthony-RD,Raleigh,NC<[e-mail]>
Subject:[CAUTION:Suspicious Link]Mount Olive WWTP-Existing Sprayfield Status
PROCEED WITH CAUTION:This message triggered warnings of potentially malicious web content. Evaluate this email by
considering whether you are expecting the message,along with inspection for suspicious links.
Questions:[e-mail]
Anthony,
This email is to follow up on our telephone conversation this morning.
We are working with the Town of Mount Olive in seeking USDA funding for upgrades to the existing Town of Mount
Olive WWTP on Wilkins Farm Rd,located east of Mount Olive in Wayne County,NC.
Part of the requested funding is for refurbishment of the existing sprayfields associated with the WWTP. The current
permit(WQ0029169),issued Feb 28,2015,includes a drip irrigation system covering 145.5 acres grouped into twelve
(12)fields with a vegetative cover of grass and/or trees,and allowing for application of 560,893 gallons per day of
treated wastewater. A copy of the current permit and the layout of the existing sprayfields is included with this email.
The existing drip irrigation system at the facility is no longer in working order,and is in dire need of refurbishment
and/or reconstruction,allowing the Town to maximize the permitted wastewater treatment capacity. Please note,the
Town is currently under a wastewater Moratorium due to non-compliance,and a major component of future
compliance requires upgrading the existing plant and sprayfields to meet permit conditions. It is for this reason the
Town is seeking USDA funding.
1

As part of the funding process,an Environmental Assessment report was submitted to your office in late May
2019. Comments on the report and requests for additional information were received from your office in early June
2019. Included in the comments/request was a specific item regarding Section 3.1.2.1 Important Farmland Affected
Environment, Page 5. It was noted in the review comments that Important Farmland was contained within the site(the
existing sprayfields),and referenced consultation with NRCS regarding the LESA process,required for a proposed action
that directly or indirectly converts land classified and defined as'farmland'to non-agricultural use.
In consideration of the this information,I would like to confirm for you that the existing sprayfields were permitted in
approximately 2008 by the NC DWQ for waste application,and are situated within an existing waste application and
compliance boundary,and the proposed refurbishment and reconstruction project does not involve conversion of
existing farmland. The permit was most recently renewed in 2015 with no changes to the existing sprayfield
configuration.
I am seeking to confirm with your office that the LESA process will not be required for further processing of the EA and
funding requirements. Other items included in the review response will be addressed separately from this email,and a
revised report will be submitted,including this transmittal confirming the non-conversion of important farmland.
Thank you for your consideration of this information,and please let me know if you have questions.
Thanks,Martin
Martin Richmond
• WithersRavenel
Out People,Your Success
115 MacKenan Drive I Cary,NC 27511
Office:919.469.3340 I Direct:919.535.5206
Mobile:[phone]
[e-mail]
®©©a
CONFIDENTIALITY AND NONDISCLOSURE
This electronic message contains information generated by the USDA solely for the intended recipients.Any
unauthorized interception of this message or the use or disclosure of the information it contains may violate the law and
subject the violator to civil or criminal penalties.If you believe you have received this message in error,please notify the
sender and delete the email immediately.
2

I
I Urban or built-up land, public land, and water areas cannot be considered prime farmland.
Urban or built-up land is any contiguous unit of land 10 acres or more in size that is used for
such purposes as housing, industrial, and commercial sites, sites for institutions or public
111 buildings, small parks, golf courses, cemeteries, railroad yards, airports, sanitary landfills,
sewage treatment plants, and water control structures. Public land is land not available for
farming in national forests,national parks,military reservations,and state parks.
I Prime farmland soils usually getan adequate and dependable supply of moisture from
�l P
precipitation or irrigation. The temperature and growing season are favorable. The acidity
I level of the soils is acceptable. The soils have few or no rocks and are permeable to water and
air. They are not excessively erodible or saturated with water for long periods and are not
subject to frequent flooding during the growing season. The slope ranges mainly from 0 to 6
percent.
Agriculture is an important economic component in Wayne County. Soil types within the
project area have been identified as prime farmland; however the proposed project will not
negatively impact such lands. Most of the project construction areas, such as the WWTP site
and the outfall right-of-way, have been previously developed and are not identified as prime
farmland. As discussed in previous sections,there may be some limitations as to the type of
crop that can be grown on land used for spray irrigation,however the acreage will continue to
be used as farmland. In addition, utilizing a cover crop on the Williams Farm will cease the
present erosion by stabilizing the soil and will encourage rejuvenation of the soil.
A scoping letter was sent to Mr. Harold Jones — District Conservationist with the NRCS
Kenansville Office(Attachment B). Mr. Jones was contacted by telephone on May 15, 2002
to discuss the project and potential impacts to prime farmlands. Mr. Jones indicated that the
spray fields would need to be permitted through the appropriate State agencies and confirmed
that based on his review the project will not have negative impacts on significant soils or
prime farmlands.
3.1.5 Formally Classified Lands—Public Lands,Scenic, and Recreational Areas
The amount of land used for recreation is increasing in Wayne County. Popular recreational
activities in the area include canoeing, hiking and fishing along the waterways, hunting, and
1 other outdoor activities. Cliffs of the Neuse State Park is located in southeastern Wayne
County; which is more than 12 miles from the Town of Mount Olive. The Town of Mount
Olive has multiple parks and playgrounds for public use. However,the proposed activities are
not expected to have an adverse impact on the Town's recreational areas. All activities are to
occur on properties owned by the Town except for the proposed activities on the privately
owed Williams property. No recreational facilities are present on the Williams property. The
new outfall line will be constructed within the easement that is currently owned by the Town.
The recommended project will not have adverse effects on scenic or recreational areas. No
parks or recreational areas will be impacted by the expansion of the WWTP, outfall upgrade,
or through using existing farmland for spray irrigation.
Environmental Assessment
Mount Olive,North Carolina Page 13

APPENDIX XV

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GRAVITY SEWER I INE REPIACMF NTS
•. I_____

APPENDIX XVI

Form RD 2006-38
(Rev.07-07)
Rural Development
Environmental Justice(EJ)and Civil Rights Impact Analysis(CRIA)
Certification
1 .Applicant's name and proposed project description: Town of Mount Olive proposes to improve the
Town of Mount Olive Wastewater Treatment Plant (WWTP)
2.Rural Development's loan/grant program/guarantee or other Agency action: RD proposes to provide the
Town of Mount Olive with a loan/grant for this proposal
3. ❑ Attach a map of the proposal's area of effect identifying location or El populations,location of the proposal.
area of impact or
d❑ Attach results of EJ analysis from the Environmental Protection Agency's(EPAs)EnviroMapper with
proposed project location and impact footprint delineated.
4.Does the applicant's proposal or Agency action directly,indirectly or cumulatively affect the quality and/or level of
services provided to the community?
❑ Yes ❑✓ No ❑N/A
5.Is the applicant's proposal or Agency action likely to result in a change in the current land use patterns(types of land
use,development densities,etc)?
❑ Yes Q No ❑N/A
6.Does a demographic analysis indicate the applicant's proposal or Agency's action may disproportionately affect a
significant minority and/or low-income populations?
❑ Yes ✓❑ No ❑ N/A
If answer is no,skip to item 12.If answer is yes,continue with items 7 through 12.
7.Identify,describe,and provide location of EJ population
8.If a disproportionate adverse affect is expected to impact an EJ population,identify type/level of public outreach
implemented.
9.Identify disproportionately high and adverse impacts on EJ populations.
10.Are adverse impacts appreciably more severe or greater in magnitude than the adverse impacts expected on non-
minority/low-income populations?
❑Yes ❑No ❑N/A
11.Are alternatives and/or miti anon required to avoid impacts to EJ populations?
❑Yes I No ❑N/A
If yes,describe
12.I certify that I have reviewed the appropriate documentation and have determined that:
No major EJ or civil rights impact is likely to result if the proposal is implemented.
A major EJ or civil rights impact is likely to result if the proposal is implemented.
Charlie Thompson, Area Specialist 07-01-2019
Name and Title of Certifying Official Date

IsE Amt"row. EJSCREEN Census 2010 Summary Report
Location: User-specified point center at 35.198010,-78.044095
Ring(buffer): 1-mile radius
Description: Town of Mount Olive
Summary Census 2010
Population 794
Population Density(per sq.mile) 192
Minority Population 449
%Minority 57%
Households 322
Housing Units 357
Land Area(sq.miles) 4.14
%Land Area 100%
Water Area(sq.miles) 0.01
%Water Area 0%
Population by Race Number Percent
Total 794
Population Reporting One Race 784 99%
White 372 47%
Black 271 34%
American Indian 10 1%
Asian 6 1%
Pacific Islander 0 0%
Some Other Race 124 16%
Population Reporting Two or More Races 10 1%
Total Hispanic Population 168 21%
Total Non-Hispanic Population 626 79%
White Alone 345 43%
Black Alone 270 34%
American Indian Alone 0 0%
Non-Hispanic Asian Alone 1 0%
Pacific Islander Alone 0 0%
Other Race Alone 3 0%
Two or More Races Alone 6 1%
Population by Sex Number Percent
I'enrale 415 52%
Population by Age Number Percent
Ave 0.1 62 8%
Age 0 17 174 22%
P,�,e 13• 620 78%
Age 6`, 137 17%
Households by Tenure Number Percent
Total 322
Owner Occupied 206 64%
Renter Occupied 117 36%
Data Note:Detail may not sum to totals due to rounding. Hispanic population can be of any race.
Source:U.S.Census Bureau,Census 2010 Summary File 1.
1/1

Mount Olive, NC: Below Poverty % = 30.3% on Local Scale
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• iEPA 'ProledWn EJSCREEN Report (Version 2018) St 14 St
1 mile Ring Centered at 35.198010,-78.044095, NORTH CAROLINA,EPA Region 4
Approximate Population:952
Input Area(sq.miles): 3.14
Town of Mount Olive
Selected Variables State EPA Region USA
Percentile Percentile Percentile
EJ Indexes
EJ Index for PM2.5 71 70 72
EJ Index for Ozone 70 69 71
EJ Index for NATA'Diesel PM 66 63 65
EJ Index for NATA*Air Toxics Cancer Risk 68 66 69
EJ Index for NATA'Respiratory Hazard Index 67 64 66
EJ Index for Traffic Proximity and Volume 60 59 61
EJ Index for Lead Paint Indicator 82 82 77
EJ Index for Superfund Proximity 62 62 65
EJ Index for RMP Proximity 66 63 65
EJ Index for Hazardous Waste Proximity 63 61 62
EJ Index for Wastewater Discharge Indicator N/A 75 76
EJ Index for the Selected Area Compared to All People's Blodcgroups in the State/Region/US
IN
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EJ Indexes '
State Percentile ,Regional Percentile II USA Percentile
This report shows the values for environmental and demographic indicators and EJSCREEN indexes.It shows environmental and demographic raw data(e.g.,the
estimated concentration of ozone in the air),and also shows what percentile each raw data value represents.These percentiles provide perspective on how the
selected block group or buffer area compares to the entire state,EPA region,or nation.For example,if a given location is at the 95th percentile nationwide,this
means that only 5 percent of the US population has a higher block group value than the average person in the location being analyzed.The years for which the
data are available,and the methods used,vary across these indicators.Important caveats and uncertainties apply to this screening-level information,so it is
essential to understand the limitations on appropriate interpretations and applications of these indicators.Please see EJSCREEN documentation for discussion of
these issues before using reports.
July 01,2019 1/3

EPA EJSCREEN Report (Version 2018)
1 mile Ring Centered at 35.198010,-78.044095,NORTH CAROLINA,EPA Region 4
Approximate Population:952
Input Area(sq.miles): 3.14
Town of Mount Olive
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Sites reporting to EPA
Superfund NPL 0
Hazardous Waste Treatment,Storage,and Disposal Facilities(TSDF) 0
July 01,2019 2/3

rit
\/EPA ProtectionEJSCREEN Report (Version 2018) ant
1 mile Ring Centered at 35.198010,-78.044095,NORTH CAROLINA,EPA Region 4
Approximate Population: 952
Input Area(sq. miles): 3.14
Town of Mount Olive
EPA %ile in
Value State %ile in USA %ile in
Selected Variables Region EPA
Avg. State Avg. USA
Avg. Region
Environmental Indicators
Particulate Matter(PM 2.5 in µg/m') 10.4 9.92 64 9.48 67 9.53 67
Ozone(ppb) 42 43.5 22 39.4 65 42.5 45
NATA`Diesel PM(pg/m') 0.313 0.64 23 0.755 <50th 0.938 <50th
NATA'Cancer Risk(lifetime risk per million) 34 41 19 42 <50th 40 <50th
NATA`Respiratory Hazard Index 1 1.5 19 1.7 <50th 1.8 <50th
Traffic Proximity and Volume(daily traffic count/distance to road) 3.9 170 15 290 13 600 9 i
Lead Paint Indicator(%Pre-1960 Housing) 0.27 0.16 80 0.15 81 0.29 59
Superfund Proximity(site count/km distance) 0.013 0.078 6 0.079 21 0.12 13
RMP Proximity(facility count/km distance) 0.078 0.37 23 0.58 21 0.72 18
Hazardous Waste Proximity(facility count/km distance) 0.043 0.68 17 0.5 15 4.3 10
Wastewater Discharge Indicator 0 0.11 N/A 0.27 43 30 40
(toxicity-weighted concentration/m distance)
Demographic Indicators
Demographic Index 56% 37% 80 38% 77 36% 78
Minority Population 63% 36% 81 38% 77 38% 75
Low Income Population 49°/ 38% 71 38% 69 34% 76
Linguistically Isolated Population 11% 2% 94 3% 90 4% 85
Population With Less Than High School Education 34% 14% 95 14% 94 13% 92
Population Under 5 years of age 1% 6% 5 6% 6 6% 5
Population over 64 years of age 21% 15% 82 16% 80 14% 82
'The National-Scale Air Tonics Assessment(NATA)is EPA's ongoing,comprehensive evaluation of air tonics in the United States.EPA developed the NATA to
prioritize air tonics,emission sources,and locations of interest for further study.It is important to remember that NATA provides broad estimates of health risks
over geographic areas of the country,not definitive risks to specific individuals or locations.More information on the NATA analysis can be found
at:https://www.epa.gov/national-air-tonics-assessment.
For additional information,see:www.epa.gov/environmentaljustice
EJSCREEN is a screening tool for pre-decisional use only.It can help identify areas that may warrant additional consideration,analysis,or outreach.It does not
provide a basis for decision-making,but it may help identify potential areas of EJ concern.Users should keep in mind that screening tools are subject to substantial
uncertainty in their demographic and environmental data,particularly when looking at small geographic areas.Important caveats and uncertainties apply to this
screening-level information, so it is essential to understand the limitations on appropriate interpretations and applications of these indicators. Please see
EJSCREEN documentation for discussion of these issues before using reports. This screening tool does not provide data on every environmental impact and
demographic factor that may be relevant to a particular location.EJSCREEN outputs should be supplemented with additional information and local knowledge
before taking any action to address potential EJ concerns.
i July 01,2019 3/3
1

4,1EPA '^°..- EJSCREEN ACS Summary Report 111
Location: user-specified point center at 35.198010,-78.044095
Ring(buffer): 1-mile radius
Description: Town of Mount Olive
nitea 2012-2016
Population 952
Population Density(per sq.mile) 228
Minority Population 597
%Minority 63%
Households 418
Housing Units 470
Housing Units Built Before 1950 52
Per Capita Income 22,565
Land Area(sq.miles)(source:sr1) 4.17
%Land Area 100%
Water Area (sq.miles)(Source:sF1) 0.01
%Water Area 0%
2012-2016 Percent MOE(±)
ACS Estimates
Population by Race
Total 952 100% 816
Population Reporting One Race 952 100% 1,216
1 White 412 43% 517
Black 245 26% 176
American Indian 36 4% 43
Asian 0 0% 21
Pacific Islander 0 0% 12
Some Other Race 259 27% 447
Population Reporting Two or More Races 1 0% 65
Total Hispanic Population 316 33% 754
Total Non-Hispanic Population 637
White Alone 355 37% 406
Black Alone 245 26% 176
American Indian Alone 36 4% 43
Non-Hispanic Asian Alone 0 0% 21
' Pacific Islander Alone 0 0% 12
Other Race Alone 0 0% 12
Two or More Races Alone 1 0% 65
Population by Sex
Male 462 49% 425
Female 490 51% 454
Population by Age
Age 0-4 8 1% 88
Age 0-17 93 10% 281
Age 18+ 859 90% 337
Age 65+ 203 21% 108
Data Note:Detail may not sum to totals due to rounding.Hispanic population can be of any race.
N/A means not available.Source:U.S.Census Bureau,American Community Survey(ACS)2012-2016
July 01,2019 1/3

farEPA' EJSCREEN ACS Summary Reportdrill ,
Location: User-specified point center at 35.198010,-78.044095 I
Ring(buffer): 1-mile radius
Description: Town of Mount Olive
2012-2016 Percent MOE(±)
ACS Estimates
Population 25+by Educational Attainment
Total 735 100% 438
Less than 9th Grade 178 24% 172
9th-12th Grade,No Diploma 69 9% 195
High School Graduate 157 21% 147
Some College,No Degree 215 29% 136
Associate Degree 42 6% 115
Bachelor's Degree or more 115 16% 108
Population Age 5+Years by Ability to Speak English
Total 944 100% 778
Speak only English 622 66% 360
Non-English at Home12'3'" 322 34% 508
'Speak English"very well" 106 11% 333
'Speak English"well" 3 0% 131
'Speak English"not well" 191 20% 255
"Speak English"not at all" 23 2% 66
3"Speak English"less than well" 213 23% 263
2'3'"Speak English"less than very well" 216 23% 294
Linguistically Isolated Households'
Total 48 100% 76
Speak Spanish 48 100% 75
Speak Other Indo-European Languages 0 0% 12
Speak Asian-Pacific Island Languages 0 0% 12
Speak Other Languages 0 0% 12
Households by Household Income
Household Income Base 418 100% 184
<$15,000 55 13% 114
$15,000-$25,000 84 20% 69
$25,000-$50,000 145 35% 105
$50,000-$75,000 51 12% 106
$75,000+ 83 20% 1?5
Occupied Housing Units by Tenure
Total 418 100% 184
Owner Occupied 291 70% 158
Renter Occupied 127 30% 128
Employed Population Age 16+Years
Total 888 100% 487
In Labor Force 530 60% 421
Civilian Unemployed in Labor Force 78 9% 182
Not In Labor Force 358 40% 165
Data Note:Datail may not sum to totals due to rounding.Hispanic population can be of any race.
N/A means not available.Source:U.S.Census Bureau,American Community Survey(ACS)
'Households in which no one 14 and over speaks English"very well"or speaks English only.
July 01,2019 2/3

6EPA� EJSCREEN ACS Summary Report 111
Location: User-specified point center at 35.198010,-78.044095
Ring(buffer): 1-mile radius
Description: Town of Mount Olive
2012-2016 Percent MOE(±)
ACS Estimates
Population by Language Spoken at Home
Total(persons age 5 and above) 739 100% 302
English 559 76% 306
Spanish 101 14% 302
French 79 11% 12
French Creole N/A N/A N/A
Italian N/A N/A N/A
Portuguese N/A N/A N/A
German 0 0% 12
Yiddish N/A N/A N/A
Other West Germanic N/A N/A N/A
Scandinavian N/A N/A N/A
Greek N/A N/A N/A
Russian N/A N/A N/A
Polish N/A N/A N/A
' Serbo-Croatian N/A N/A N/A
Other Slavic N/A N/A N/A
Armenian N/A N/A N/A
Persian N/A N/A N/A
Gujarathi N/A N/A N/A
Hindi N/A N/A N/A
Urdu N/A N/A N/A
Other Indic N/A N/A N/A
Other Indo-European 0 0% 12
Chinese 0 0% 12
Japanese N/A N/A N/A
Korean 0 0% 12
Mon-Khmer,Cambodian N/A N/A N/A
Hmong N/A N/A N/A
Thai N/A N/A N/A
Laotian N/A N/A N/A
Vietnamese 0 0% 12
Other Asian 0 0% 12
Tagalog 0 0% 12
Other Pacific Island N/A N/A N/A
Navajo N/A N/A N/A
Other Native American N/A N/A N/A
Hungarian N/A N/A N/A
Arabic 0 0% 12
Hebrew N/A N/A N/A
African N/A N/A N/A
Other and non-specified 0 0% 12
Total Non-English 180 24% 430
Data Note:Detail may not sum to totals due to rounding.Hispanic popultion can be of any race.
N/A means not available.Source: U.S.Census Bureau,American Community Survey(ACS)2012-2016.
'Population by Language Spoken at Home is available at the census tract summary level and up.
July 01,2019 3/3

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CONSTRUCTION DRAWINGS °28
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NORTH CAROLINA - . . Sheet Number COVER TitleSheet
4;Ii�111/:�r ` 1 GENERAL NOTES
��� ;- �.�� `f[�/ 2 EXISTING CONDITIONS
WAYNECOUNTY I,/ -�'�, y:� � 11f rilrit It 3 PROPOSED SPRAYFIELD LAYOUT
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TOWN OF � ,:t %,�,/�.. 's/11r
MOUNT OLIVE1St ��" /.� TOWN OF MOUNT OLIVE ,
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NON-DISCHARGE PERMIT NO.: W00029169 „0%,sss,, 2
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FINAL PLAN
IAPPROVED FOR CONSTRUCTION
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i FUNDING AGENCY PREPARED BY: CLIENT
ii
1 NORTH CAROLINA OFFICE OF STATE
TOWN OF MOUNT OLIVE
BUDGET AND MANAGEMENT(NCOSBM) AIWithersRavenel 114 EAST JAMES STREET
MOUNT OLIVE,NC 28365
BUDGET CODE:23014-2317-7110
Engineers I Planners I Surveyors [phone]
I AGREEMENT NO.:224-J 115 MacKenan Drive I Cary,NC 27511 I t:919.469.3340I license#:C-0832 I www.withersravenel.com ATTN:JAMMIE ROYALL,TOWN MANAGER
I
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LEGEND GENERAL NOTES.
1. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THE WORK SPECIFIED ON THIS SHEET UNLESS SPECIFICALLY
(UNLESS OTHERWISE DENOTED) CALLED OUT IN THE BID FORM.
DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED 2 TS HE CONTRCT R SHAL SHALL HAVE
VEAT COMLL LETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND
3. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND THE CONTRACT
`/WWY I'CONTOUR INTERVAL - - WOODS LINE ./ "h WA DOCUMENTS.
5'CONTOUR INTERVAL - --- _-- — - WATERWAYS . . . WA 4. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY ENGINEER BEFORE EQUIPMENT IS ORDERED,
PROPERTY UNE --•—•••— —--— TREE PROTECTION FENCE NA TP 5. ALL KNOWN EXISTING UTIUTIES HAVE BEEN SHOWN FROM THE INFORMATION AVAILABLE.IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF
ROADWAY CENTERLINE - -—-— SILT FENCE N/A SF CONSTRUCTION(ONE CALL CENTER 1.RODb32<949).ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN
RIGHT OF WAY LIMITS —---— WA SPOT ELEVATION (340.17) 339.92 EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE EXISTING UTILITIES DURING
/ CL � CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR.
EASEMENT LINE - — — — - -———- i(
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,MONUMENTS,OTHER PERMANENT POINTS AND LINES
CURB&GUTTER - - GUY ANCHOR o N/A OF REFERENCE AND CONSTRUCTION STAKES.A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL
REPLACE PROPERTY IRONS,MONUMENTS.AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
EDGE OF PAVEMENT POWER POLE 'Oa N/A CONTRACTOR.
SANITARY SEWER FACILITIES 0 — T LIGHT POLE 0 WA 7. CONTRACTOR SHALL CLEAR AND GRUB ALL UTILITY EASEMENTS,AS DIRECTED BY THE OWNER,TO INSTALL NEW UTILITIES,
STORM SEWER FACILITIES may® PROPERTY IRON 41 N/A B. THE CONTRACTOR SHALL FURNISH.INSTALL AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT
WATERLINE —W W— —W W— CURB INLET - WA SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS,RIVERS.ROADWAYS.ETC.FROM SILTATION AND EROSION.
FIRE HYDRANT ASSEMBLY C1-BN- IEN- STORM DRAIN JUNCTION BOX 0 WA 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF
NEW WORK.ANY RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE AFFECTED UTIUTY COMPANY.
FORCE MAIN ———'N— 07 YARD INLET ® WA
,4mapyy 10. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY.THE CONTRACTOR SHALL
ELECTRIC —F.— N/A WATER METER Y.Y WA COORDINATE UTIUTY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
OVERHEAD ELECTRIC ---=aF— WA CONCRETE MONUMENT El WA 11. CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS.MAILBOXES,ETC.ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL
GAS MAIN ——— WA TELEPHONE PEDESTAL 4 WA CONDITION.
TELEPHONE ——____T— WA MAILBOX 6 WA 12. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
STRUCTURES - - - WATER VALVE d8 N
FENCING STRUCTURE —F—r.—.— —o—o CHECK DAM WA r 13. ALL DRIVEWAYS SHALL BE REPAIRED AS SOON AS CONSTRUCTION HAS PASSED.A MINIMUM OF 6'OF CABC SHALL BE USED
FOR TEMPORARY REPAIR ON ASPHALT AND CONCRETE DRIVEWAYS UNTIL PERMANENT REPAIR CAN BE COMPLETED AND A
TELEVISION PEDESTAL R WA INLET PROTECTION WA 0 MINIMUM OF B'OF CABC SHALL BE USED AS PERMANENT REPAIR ON GRAVEL DRIVEWAYS.
WATER MANHOLE 0 WA SILT FENCE WA SF 14. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE UNITS OF DISTURBANCE DURING UTIUTY
INSTALLATION.THE CONTRACTOR SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO
TELEPHONE MANHOLEO WA SILT FENCE OUTLET WA �IIIIII� CONTROL RUN-OFF.ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED
•
FLARED END SECTION ■- WA FIELD LAYOUT OF LEGALLY.
SANITARY SEWER MANHOLE © WA WETLANDS -•—.-111— 15. HORIZONTAL DATUM IS NAD 83.
GAS VALVE a1 WA TRAIL 16. VERTICAL DATUM IS NAVD 88
SPRAY GUN WETTED DIAMETER WA -
UITUTY MANHOLE O N/A
BLOWOFF VALVE WA 0
ELECTRICAL PEDESTAL 0 WA ISOLATION VALVE WA N
SIGN T WA DRAIN VALVE WA 01
FIBER OPTIC MARKER i WA AIR RELEASE VALVE N/A Ilir
3'RECLAIM WATER a R TR
4'RECLAIM WATER P 4'11
6'RECLAIM WATER „ P. C R
8'RECLAIM WATER .. PR
10'RECLAIM WATER = a +U'R
12'RECLAIM WATER a P 1OR
JUNCTION BOX(WATER TIGHT) L
IRRIGATION VALVE SOLENOID VALVE I NSV I
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No. Revision Date By De,,e, Scale MOUNT OLIVE WWTP IMPROVEMENTS \/
i �Q AS NOTED
WithersRavenel Sheet
P,awS6 Dee GENERAL NOTES p
CAG MNUARY2021 CONTRACT I 1� `^g'PefS'P`a^0Pf5's°`=Y°` 1
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1CM P.MON 0,,,g,02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 Mac Ke^.an Drive l Can.NC 27511I 5 P1v.4,33401 lice^se+.C-08321,.W.,,,,Foa.eaelc.o

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,\l 1\AS . . . LEGEND
EXISTING DRIP IRRIGATION FIELDS \w l`'a\\
-,\\� 4�• �,\�141 . . . �: rn .E<r,;:. EXISTINGELECTRIC --c --
FIELD 1 2 3 4 5 6 7 8 9 10 11 12 i _F,,Z� 356P:... IS''
IXISTINGUTILITY --- --
AREA(AC) 13.2 10.6 14.5 12.8 10.2 8.5 10.4 12 9.8 15 15.3 13.2 - \ FIELD BOUNDARY
`. \ \ EXISTING RECLAIM WATER -R II-
i -.. \ ` - ,5 ` '5 •I \ �`�a 1 WATERWAYS .. .
\``'�/ ��\ ,\ ,`\ ` l\ \ /I rr A M +�\:� C ` WETLANDS ..... .........
�- ' / \\< '41ElDw\ \1 \ ) / / �'�..- �,• �� I USACE DITCH
_ J ! I \ \ 1 I ) < , V - \. i-'`Z .,..,,,,,„3 . - ' ' ' PREVIOUSLY IDENTIFIED
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\ . / J ) ) ' 1/,, � t \FIELD] / r! / ! / (3 ' I 1
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-
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/ � - ANDBDFFER
li ?\ \r .q 8 RE-MAIM . • `1M�l / /X (-\ / . . . •
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\., �* ./ 4.\ .
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! �.. _ i t`uSACE DITai,�a r ce ru�'Ex:..- / /: \\` `-A -�{„per.- �.,/ F r "/,'(/ , '=\ ` -1.]-III= a \ [ 4..,L e" j l,, < Pk75a26.K / rJ' i.\\\ \\:1 -e111elja= '�-I I r . ..- /!'/ , \ . .I
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� 1. a .. \ • ! �•\ '-�\ •,\-•rFIELl�S -\ \ �\ �.`` \ _ ...
-, `�C s\ I� i F\l -. \I\. ^ ' ylai`\. \\ ,1lj l\��'(' 1r L \r 0. 1, \ ( f ,• [ 8•RECWM WATER `\X\\\ \ ..\ \I Ir..,, \. ~^ _-\.`.I .•.•-.....-.,
` \ ` J__FIELD 10^ \ ,,/,' .ice /H S ) \\\�.it �E ,P I /• . �` l )` ,' r'. ` ,' 8'RECIAIM WATER ,„._ -•��c,„v1.� I�-'l }//{{err} 1
f`� �-. \\ �!� i/ \\ �- / I \ l \ � i J/ ��' !'1 1 r �'� \` l6'RECWMWATER \ - \ .. ���\__l \-;��f''� -
* J \ im
1I MIL 51. i (i i J y�`�\ \ �� •. .
\` OxNER:rn:nn N:n m�arn 7 L` T / \. `- c/.��, t 1 > J 3 / sb - s \ \\ `..••ry /J . . . .nWNER W1Revs BEnI nI,GNEs� es rrY'AA .. .`�-� --` ~�o.T� • v , I�' 110n 0G�'` I / , I.." IELD4- , r' / ,\,..( \\ \ \�, \Ij *y�v z��, PIN:s3zaarra - R\' -�!-- �/f\-' ?�` \ \ \� P Air �+�I, , i' I POND J �1 IJ�-I' 1'1_ '� \ r ` '\, f I
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..`'t�1 \ y R .. ♦` CED H� I `WATERWAY INN
'~ . �n� 6',' `Y� \` \\ \-\ 1 ID RECLAIM WATER' ;, ( ' 7n '\ ,.\\\\ C` (•t 7 `\,1 \�\ .. ,. � X :4:10 BUFF
WATERWAY ,
�k AND BUFFER, EASTINGVALVESTATON NIO 1'4lyN�� I f f\. y \\\\ \. \ B0 + I\t\\ M ` \\\`
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B RECWMWATER �� %'If \ l 5 . �
�♦. r+ I \. ( I f ) \ I � r'4Y1� �T�'� 1 '^,.e\�\„ \\\L y~ ti \`\--- \\\\-\\Y ( I/ \` ..
vvv !,•A I>J n 5,- - IMP - c, ii ) --r ...v -. v....•,- ,,-v A -..-,-.7,:::--`, rt // I // 1 4 �.•.
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GRAVEL ACCESS ROAD �� / c1 4 \I II II I I IRRIGATION �h' 1/
}y/' ,.� 1 r S rs �• • • )'{V.\�`��\ /" �• 6'3XLAIM WATER : , f ! (/)/ _-` lir• • •
/ n ,.} 1 1 ':C 28.1 MG I I"r \ 1 1...- .... \ _ _ , IV OHNER-tFENALL..,,, ErL.
\\ '77JIII 1\ll II 1 rr ^/�u�ll` 1 �� _ _ - I WETLANDS \\ 1 + RECLAIM WATERJ /J/ -"!` '' yyrr 36601Aui
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f) _\`"J `-±'�\\ ,1i aRECWMwATER 4 ) l i)I
/ ♦ // \\ + -(\ i !I I J `\,,,I y - \ \ 1 1 1 c \.(' FASTING VALVE STATION 1 - .
♦ �( \\\ �i C1 \\\\ IIII 5.4 MG oC r�xvry UFA10.v,'ianp '1 )�/ 1 - l -\1\\\ \ i'/ 1 r ., ,, 1 \ y)1,1\lam' ' l.\ X WATERWAY
\� 3,\ $T PP�Y?q:&9 !.I),, ♦s \���.� \ \ - - ) :4' L ��� l I 1 l \ \ \1\\ %�<N) AND BUFFER
Mk, 1 III
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/ ♦ / �II}5�( •_ ir•Y,I .al I'J f I / J 3.
��.. p/ � L\ B•RECWM WATER •\+\ \ •.-.-.-
\ :rnwxsntou \ >, �.i sl i Jri \ -, I \ \\\\\ \\\\\ .\\\\\
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/ \ / e T'4 n,- 4trll \11 `\ \�[�•�� 6r \ _ y�F _ •
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i TRANSFER PUMP STATION•I r - . - .
nWNn Nrnwimn5 VIDDE'-C�,,. . . . . . . . . . . .. r. ....... . . . ... . . ... . . . . . - -- . . . . . . . . . .. •• o_.....
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NOTES: 09T2ffi
t 1. ALL FASTING DRIP IRRIGATION LINES AND RECLAIM WATER PIPING SHALL BE FULLY REMOVED AND __ - -1 - - , - i+�- - _ _ - - - •�- - - - - - - - - 1 GRAPHIC SCALE R1, �P
DISPOSED OF WHEN ENCOUNTERED DURING CLEARING AND CONSTRUCTION. / _ ._
3. 2. ALL EXISTING RECLAIM WATER LINES TO BE ABANDONED UNLESS NOTED OTHERWISE. /� cnn5nrnu SRLEL Musa S,veErrEN HOWP10 .� •�� �_- I Ii t� r� '!C'[q GINEPN�.f'r'
3. REMOVE ALL FASTING CONTROL VALVES.VALVE COVERS.AND CONCRETE SLABS FOR EASyNG -� ,.,.COUNTY ,Ills I + - - - �TNEyy N�-. I R N M 2/3/2021
THREE(3)VALVE STATIONS.STORE ALL EXISTING CONTROL VALVES AND CONTROL VA y( Lg rr>r pC r1 "•-+'.s e•rt.-n.:nac5nra;;01Es..auISL3n c:luvrv.MJH54 t inch.ZOO IL PLAN
t3�/�
S \\ uWlr:anW Dn 2cuna:n I APPROVED FOR CONSTRUCTION
fE[ APPURTENANCES IN LOCATION ON SITE AS DIRECTED BY OWNER I + l -- - -D PG 3737 I I 1
F I OS 963 PG OS
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•i rrawn By Date
CAD JArNUARY 2021 CONTRACT I Engineers I Planners I Surveyors 2
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US
STATION AND ROUTE NEW 5CONDUCTOR PLUS FROM
10'RESTRAINED
GROUND,SCC CABLE TO NEW VALVE STATION } 10'RESTRAINED
FLANGED COUPLING IRRIGATION
ADAPTER(TYP.OF 4) TO IRRIGATION PUMP STATION FLANGED COUPUNG
(FIELD 1 ir-r-
`'1 ADAPTER(TYP.OF 4)
17Mr CAPv. I � � � I I
NSV I Q I TO IRRIGATION
2 ON / I I1 I
= I 1 r \\��I✓/ CONNECT TO EXISTINGSCONDUCTOR PLUS I v I IVSV
,T� I I GROUND.SCC CABLE AT EXSTING VALVE _ I
IL
I / TO IRRIGATION STATION AND ROUTE NEW SCONDUCTOR PLUS -
_ .�I�c ,I b -Il� FIELD 3 GROUND.SCC CABLE TO NEW VALVE STATION ��
,1� /� \\ TO IRRIGATION
1 `�//- FIELD 11
I r x) II t0'RESTRAINED -Si
ADAPTER COUPLING # I
} ADAPTER(TYP.OF4) TO IRRIGATION I I
CABLE STUB{1P I I QWI 2612.1612 G.IT C I FIELD''5 I I I` WT
I I ( I V I I - CABLE SNB-UP I I J 2612,1612G,U2'C
1 _ _ _ I NBV I Q I 1=11qI, . NSV
0_11
HI
1 _ , ----- �IY-I �/ ® `L �� _ lir\ `f- p yro FIELD 10
II
4 1 _
110'GATE VALVE 10'CONTROL VALVE I 10'MJ 90'BEND(ttP.) � I
UNDERGROUND I 1 O RYP.OF 4) SOLENOID ACTUATED I 1 I 10'CONTROL VALVE
3 M12,iM12 G,1/YC 1 I (TYP.OF 4) 12'GATE VALVE WITH I I 1\ VFT I I I iv VALVE
VALVE BOX AND CABLE STUB-UP I I J 2M12.1 M72 G.1/2'C UNDERGROUND 1 I 1 (IIP.OF 4) SOLENOID ACTUATED
I 3 M12,1#12 G.112'C I (TIP.OF 4)
I IVSV I COVER ® I I 1 I I
I I I I rvsv I I I I IVSV
C * n.
'-T� Ility\ \ \ p TO IRRIGATION
- b 7 b 1 \ _ _ 'f FIELD9
4 4 I /q�e — dI
I I I 12-MJ TEE(TYP.)JT I i I E 1
WI I 10"CONTROL VALVE I I
1 I 10'GATE VALVE
MOUNT ON SIDE OF I .J 1 _ 2MI2,iTN2G ITC
FRP COVER(TYR) I I UNDERGROUND I + (TYP.OF 4) SOLENOID OF 4)ACTUATED I I I ICI Wi
I I IVSV I' IRRIGATION VALVE 3672.1 MI2 G,117C I i I (TYP.OF MOUNT ON SIDE OF I I ...III
SOLENOID VALVE(TIP.) I IRRIGATION VALVE 2612,1 MI2 G,in.C
IT AL Mr BEND cry P.) I I NSVj FRP COVER(TIP.) V IRRIGATION VALVE
�// _ SOLENOID VALVE(TIP.) I I S... OLENOID VALVE(TYP.)
�_ _ `f--�- iii`� _ l` _ - .�T`��iT MJ 90'BENO(TYP.)
T-----T E *,_ ,Ii! ,:0;
H.
1
I I ==T (i1:1 t_T
I I
IL Q I MOUNT ON SIDE OF II El 2 M12.1 M72 G.UT C
) I FRP COVER(TIP.) I I I 1
J _ I I I IVSV
L4_.,1
FROM IRRIGATION '''J555 Iy _ _
PUMP STATION / ,I / __
TO IRRIGATION FIELD 3 )/ II / 4L. C�J T --I I- -II
1 \ TO IRRIGATION TO IRRIGATION Y d /
rr ) _^G - \ 11 FIELD7 FIELD 72 `---Jy �,i
1 4 1 17 MIN.VERT.SEPARATION.TIP. An e .) X)�1Y MIN.VERT.SEPARATION,TYP.
x.1 — 2'MJ CAP V I InI TO IRRIGATION TO VALVE
TO IRRIGATION 1 1 FIELD STATIONS
FIELD4 I X) A AND B
TO IRRIGATION
FIELD 8
IRRIGATION VALVE STATION A-PLAN IRRIGATION VALVE STATION B-PLAN IRRIGATION VALVE STATION C-PLAN
SCALE:318'=1'-0' SCALE DIE=1'-0' SCALE:3'B'=1'-0'
10'RESTRAINED
FLANGED COUPUNG
BFPRODUCTS 112APD 10'GATE VALVE ADAPTER 10'CONTROL VALVE
COVER OR ENGINEER SOLENOID ACTUATED
APPROVED EQUAL.
INSTALL PER ALL MFR
RECOMMENDATIONS
10'90'BEND
10'90'BEND
a iiir=0174111.
l ���_
ry 3I �� 6'CONCRETE PAD
6x6-W2.OxW2.9 W.W.F.
ff
1
d
_ 12'x10'MJ REDUCER
w j I(4n„�6S
,„c A R,
GENERAL NOTE: _�eOVESSlOty''
e 1. CONTRACTOR SHALL ROUTE CONDUIT AND WIRE FOR CONTROL AND o
%HIM=
4SEALJ POWER TO NEW VALVE STATIONS FROM EXISTING VALVE STATIONS. TO IRRIGATION FIELD 01T2%
s 2. ALL RECLAIMED APPURTENANCES SHALL BE PAINTED AND COLOR-CODED 7 T MJ 90'BEND ✓ �'YG INEEp Fa
PANTONE 522. 12'x10'MJ TEE ,L AR K..MP NE`'
2/3/2021
3. VALVE STATION PIPING ABOVE GRADE SHALL BE PC 350 DUCTILE IRON.
$ FIELD PIPING SMALL BE PVC SDR2i.ALL PIPING WITHIN SE OF EACH VALVE IRRIGATION VALVE STATION-SECTION TYP.OF3 FINAL PLAN
I STATION SHALL BE RESTRAINED JOINT PIPE.
SCALE:3/8'=1,0- APPROVED FOR CONSTRUCTION
i
t
U No. Revision Date By Designer Nate Sheet N�.
Drawn By DDaree CAG AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS �0 WithersRavenel
TAG JANUARrp21 CONTRACT I IRRIGATION VALVE STATIONS %. Engineers I Planners I Surveyors 8
Checked B, Job No
ii 1CM0MCN 02161005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MannenanDnse ICary.NC 27511119194E9.33Y0I license Yr C-0632 Iwww'-witVersrarenel.com

EX GRADE 8-ROUND VALVE BOX OVERLAPPING COVER
TRACER WIRE ,�;��r�,er
412 SOLID COPPER THHN �'I� I -IIG L tII... ��II�.I�_Iq_LI.:AII-
INSTALLONALLNONMETALLICPIPESEXCEPT 66'L X 4'W FLEXIBLE —]�' "„'-N�
PIPES INSTALLED IN A STRAIGHT LINE BETWEEN FINISHED GRADE FINISHED GRADE UTILITY MARKER,
MATERIAL:HIGH NOTE:
STRUCTURES IMPACT FIBERGLASS 37 COVER
REINFORCED RESIN 1. PLACE FLEXIBLE
RECLAIM WATER MAIN UTILITY MARKER
R n o I' I=J�p COLOR:PURPLE FOR 6-PVC SCH.40 ) OF EACH ONE MANUAL
I[' RECLAIM WATER; 3^ 0. (LENGTHAS RECTO)
11 UNDISTURBED SOIL IT UNDISTURBED SOIL BURY 18'DEEP I. "I i DRAINVALVE.
FINAL BACKFILL _ I SEE DETAIL 2 FOR
I� FINAL B.ACKFILL I�' MARKER
PER SPECIFICATIONS 1T NOTICE REQUIREMENTS.
PER SPECIFICATIONS if.
VAIEI 7'
4,- r: �( 2'TRUE UNION PVC BALL
II}1 Atli, NOS( 1 2'PVC SCH 40 VALVE WITH TURN KEY
INITIAL BACKFILLN If 1YMIN r ' (LENGTH AS REM))COMPACTED IN S NOTEB:
'— 90'BEND-
8'TO 1Y LAYERS(MAX) I - 12'MIN 1. INSTALL PLACARD ON EACH GATE TO RECLAIM WATER FIELDS `4 P-�I PVC SCH 40
AS SPECIFIED I INITIAL BACKFILL (FOUR TOTAL).
-1— :'fl
COMPACTED IN8-TOY LAYERS(MAX) 2. BACKGROUND SHALL BE 3M SCOTCHUTE 710 PROCESS COLOR OR —,I■It■
EQUIVALENT(FEDERAL HIGHWAY SIGN COLOR).HAUNCHINGAS SPECIFIED3. SIGN LETTERS SHALL BE REFLECTIVE MATERIALS. YSCM40PVC
498'BEND-
'IL
4. MOUNTINGHARDWARESHALLBESTAINLESSSTEEL � UVU
UU%PE BEDDING _ CUSHIONPJC SCH 40 J - I 1=11=r 11-1=B-T.1= 5. SIGN BLANK SHALL BE REFLECTIVE ALUMINUM WITH THICKNESS
OF 0,080INCHES. )-•�•.� �-� 8' -- 8' f MINIMUM SIDE CLEARANCE 8' 8' MINIMUM SIDE CLEARANCE ^41.14�.�40 . .,PIPE O.D. PIPE O.D.
+12'F -+12'�- MAXIMUMSIDECLEARANCE 12" 12" MAXIMUM SIDE CLEARANCE RECLAIM WATER PLACARD 411
SUMP-3'4'CRUSHED ROCK �����������
NOT TO SCALE 7x2x3 DEEP.VALVE TO BE LOCATED AT �
LOW POINTS ON MAIN SEE SPRAYMELD
NOTE: LAYOUT DRAWINGS FOR LOCATIONS p
CLASS'B'BEDDING TRENCHES REQUIRING SHORING 8 BRACING, CLASS'E'BEDDING . I
REQUIRED FOR PVC DIMENSIONS SHALL BE TAKEN FROM THE REQUIRED FOR DIP
INSIDE FACE OF THE SHORING 8 BRACING. 4-1-..-
NOTES:
I. MINIMUM DEPTH FROM GRADE TO TOP OF PIPE SMALL BE 36'INALL AREAS. MANUAL DRAIN VALVE ASSEMBLY
2. FOR TRENCHES REQUIRING SHORING AND BRACING,DIMENSIONS SHALL BE TAKEN FLEXIBLE UTILITY MARKER 411 FROM THE INSIDE FACE OF THE SHORING AND BRACING. PIPE TRENCH NOT TO SCALE
NOT TO SCALE
3. NO ROCKS OR BOULDERS 4'OR LARGER TO BE USED IN INITIAL BACKFILL NOT TO SCALE VAR.
4. ALL BACKFILL MATERIAL SHALL CLASS I OR CLASS II SOILS PER SPECIFICATIONS
5. BACK FILL SHALL BE TAMPED IN 6"UFTS
6. ACHIEVE 95%COMPACTION IN ALL AREAS. /r FULL OR HALF CIRCLE SPRAY GUN 100 SERIES TAPER BORE NOZZLE(HALF CIRCLE)
NOTE. / ' ' PRESSURE FLOW RATE WETTED DIAMETER
STANDARD VALVE /R
r BOX INSTALLATION 1. PLACE FLEXIBLE UTILITY MARKER WITHIN
PVC PIPING TRENCH DETAIL I ONE FOOT OF EACH RF ASSEMBLY. 2 NP NIPPLE
PSI GPM 202
SEE DETAIL 2 FOR MARKER REQUIREMENTS. 57
2"X 3'FNPT REDUCER
NOT TO SCALE 1 50 64 216
V _ 60 69 228
2'NO LEAD BRAS OF r _ ^ 70 75 238
NIPPLE 8'MINIMUM L THREADED COUPLING 6'-12'
( FROM FINISHED GRADE III 5'X S PRESSURE TREATED WOOD POST 80 79 248
MIN OF TAMPED BACKFILL� � 4 �,, COMPACT COVER OVER%PE 90 83 258
COVER LETTERING: agcKFlu COMPACT EARTH BACKFILL AROUND POST
'POTABLE WATER' 1 2 THREADED,NO LEAD BRA55 5-0' 111
100 87 268
'RECLAIM WATER' y OR DUCTILE IRON PIPE
'SANITARY SEWER' • •14Kr� 110 92 278
Ii �! RESTRAINED PVC SDR 21 PIPE
,1
AS APPROPRIATEit. I I 2 GATE s -g STAINLESS STEEL HI-TORQUE BANDS�, y'u'yE t CONCRETE BLOCKING MINIMUM 1/3 FINAL GRADE 'WI (MINIMUM OF 3 REQUIRED)
)I "'� I .. '.:sue _ CUL#C YARDS AT 3^000 P.SI. F
NOTE: 'y��>A RESTRAINED MECHANICAL r \/,. \j4,\/ \/,\/•\/,\ 100 SERIES RING NOZZLE(FULL CIRCLE)
JOINT TAPPED CAP -Ir I HEIGHT OF MANHOLE TO ACCOMMODATE TYPE 2'THREADED NO LEAD BRASS OR DUCTILE n I b PRESSURE FLOW RATE WETTED DIAMETER
OF AIR RELEASE VALVE. I /,. IRON PIPE(A 12 INCHES IN LENGTH) !M.1071
2. PLACE FLEXIBLE UTILITY MARKER WITHIN ONE • •u It/ I 3'SCHEDULE 40 GALVANIZED STEEL PSI GPM FT
30"MIN.COVER 1 r.
FOOT OF EACH BLOWOFF ASSEMBLY.SEE 4 I I-�1 I� OVERLAY WITH ALTER FABRIC 40 118 236
DETAIL 2 FOR MARKER REQUIREMENTS. BLOW-OFF 2 INCH ASSEMBLY 1,
6j NOT TO SCALE VAR. :%�:�!_ SEE 2-ELBOW SWING ASSEMBLY 50 129 250
�Fimiiiiiiiiiiir 60 141 270
3'THREADED SCH.80 PVC ELBOW(TYP.) 1,Ii` Ii
EXISTING GRADE CAST IRON VALVE BOX COVER LABELED:
3'X 11Y PVC RUSHING .i1�j FROM IRRIGATION SUBMAIN 70 152 290
STANDARDmai
TUGS COVERT r STANDARD RINGBCOVER 'RECLAIM WATER' 1/2'NPT DRAIN VALVE c (SIZE VARIES) g0 163 300
�L / W, IR7 STONE BELOW AND ABOVE DRAIN 90 173 310
TYP FINISHED GRADE
.•—iL IN PAVED AREAS 100 182 320
', MIN 2-1? 6' 110 191 326
STANDARD MANHOLE L FINISH COURSE MIN TYP FINISHED GRADE SPRAY GUN/RISER DETAIL
RISER SECTION IN UNPAVEDARFAS NOT TO SCALE
WITN FLAT TOP 12 IIJ U=
•• f - BASE '.� • I� —�v. II HMI
i •T T-.ti AIR RELEASE VALVE COURSE 1~ �.
.-'� !,. AIR RELEASE VALVE
OFFSET FROM OPENING 3'THREADED SCH.80 PVC ELBOW
Iiimil
CASTaN-PLACE CONCRETE RING CABTiN-PLACE OR
1•, TYPICALLY VI 24'X24'SQUARE - PRECAST CONCRETE RING CONNECT TO RISE PIPE
TAPPED TEE SEE NOTE 1-Q 6'THICK 24 X 24'SQUARE OR •
i' r GENERAL NOTE:
3,000 PSI 24 DIAMETER 3'PVC SCHEDULE 40 NIPPLE
A fi'THICK 8'LENGTH FROM IRRIGATION SUBMAIN 1. ALL RECLAIMED APPURTENANCES SHALL BE COLOR-CODED
! _.• N/ - 63,000'THICS ' (SIZE VARIES) PANTONE 522.
N NON-SHRINK GROUT TBALL MAIN PIPE _ III.J/J SCREW TYPE �NN=
VALVE _ ADJUSTABLE VALVE BOX `� 3"SCH.40 PVC ELBOW(TYP.) 2 MANUAL VALVES SHALL REQUIRE KEY FOR OPERATION BY
8 \j � 9 I= 1111
COMPACTED AUTHORIZED PERSONNEL ONLY
■ B4CKFlLL
3• - O VALVE BOX SHALLVE _w
CONTACT MAIN OR VALVE
t NOTE 2-ELBOW SV19NG ASSEMBLY [(Urk Mu Lss
11.1•-1•••I ••I / 41' ••11•••17 ••• Sall Irito
•I•1 1•1 1 1 1 1•1•••1_ I•• •••-/l 1 i I•1••1 1•I 1. WHEN THE DISTANCE FROM THE TOP OF THE UD TO THE NOT TO SCALE C A q
Sr _ iY 57 STOMA ttP. .0A 0
m 4'MIN _ _ _ - _ _ _ _ - - _ _ EXTENSION WILTOP OF THE L REQUIRED TOTING NUT IS GREATER THAN PERAHNG OP `/
9 2 OFESS/ON i
r' ��> I NUT TO WITHIN 24'FROM THE TOP OF US.THE ae SEAL 9r
1' EXTENSION MUST BE THE SET SCREW TYPE AND
_ ATTACHED TO THE OPERATING NUT. 047235
1 11PII-1-I1,,,II-O CONCRETE BLOCK ✓ F't'GIHe"- 42
AIR RELEASE VALVE 6 UNDISTURBED EARTH -- [. `' 2 ALL HEAVYLTRAFFlC.SAND COVERS SHALL BE H2O RATED FOR /A N
C RK MP t2/3/2021
f NOT TO SCALE yAR. VALVE&VALVE BOX ® 7. PLACE FLEXIBLE UTILITY MARKER WITHIN ONE FOOT OF FINAL PLAN
iNOT TO SCALE EACH VALVE.SEE DETAIL 2 FOR MARKER REQUIREMENTS. APPROVED FOR CONSTRUCTION
I
1 No. Revision Date By De„,e. Scale MOUNT OLIVE WWTP IMPROVEMENTS \/CAG AS NOTED 10 WithersRavenelSheet
Or,.r�a1 vare �
CAG AN°ARY 202a CONTRACT I DETAILS Engineers I Planners I Surveyors 9
g Checked 6Y ioo N..
JCM6 MCW 02181005,02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA as wcm.,Dm.'Cy,NC275111t 912E693340 19artseLC-0832 I yerov.withersrayeneLcom

__ _ A -- -_ CONSTRUCTION SEQUENCE
y1M r .^--. 1. INSTALL TREE PROTECTION FENCING.CLEAR ONLY AS NECESSARY TO
• .•,,,a �.yy�'w s.. '. �� I INSTALL FENCING.
�S' .try `� '- \ 5 ` I 2.1.
INSTALL CONSTRUCTION ENTRANCE,DIVERSION DITCHES.ROCK DAMS,
_ _r,. \ \ •\ _ ETC.PRIOR TO ANY CLEARING.CLEAR AND GRUB ONLY AS NECESSARY
-_�..� "�^z+\-`\l�><1\l 1 TO INSTALL EROSION CONTROL DEVICES
sue^ ` 1 KJl\\`,Il I MAINTAIN DEVICES AS NEEDED.CLEAR AND ROUGH GRADE SITE.
\ \\ll`� 4. STABILIZE ALL AREAS AS NECESSARY PER THE NPDES DETAILS PROVIDED
® / 4 /9'.. �.- \N\ ll I ON PLANS.
0 ��e= TEMPORARY STORAGE
AGE EL 152slNH 5. WHEN CONSTRUCTION IS COMPLETE REMOVE TEMPORARY EROSION
rota sroaAGE EL,sz
a "corarwlcr°N wrtrASLwFAOE AaFAals.3c2s.F. CONTROL MEASURES.INCLUDING SKIMMER AND SEED OUT OR PAVE ANY
// 1/ B+rPArcE' �\‘1
1 \ �. 90T a BASIN EL 149 BARE AREAS.
/ f ""``'\ \'. ' _-\ �(s. t. WITHA SURFACE AREA OF23,099SF — —
e TOP OF BERMES AT ON=1$
I \ \n \ �'\ , ', g; VOLUME REWIRED u.,wcF NOTE:
��`a e�/ - F _ vaLNE PaoMceoreawa
.0 \ \``\`1 .I I to "L V.B. / �• ", -PROVIDE AGROUNDCOVER(TEMPORARY OR PERMANENT)ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
Q�, '�y\`c\ L- 4 t1 t S/ •/j! '_ �• j j� 1 OF GRADING.AND.A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
® r'; / 'S •'\ 3 f I / _r�l WITHIN I5 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER)
d / ! 1 L i tf)1 f a'„�'1 I•I It 1`qr 1 FOLLOWING COMPETITIW OF CONSTRUCTION OR DEVELOPMENT
/ ') ,) I , ,/ / ! ( t I /// ' \� 1 \�� - EROSION CONTROL NARRATIVE
ir
1 - '` ! ) I + ) /A 1 t r; \ J " \ \� THE PROPOSED PROJECT IS LOCATED IN THE TOWN OF MT.OLIVE ON WILKINS
• - / 1 f A r ® FARM ROAD.THE SCOPE OF WORK INCLUDES INSTALLATION OF EROSION
UMTS OF DISTURBANCE . i/ / / / 1 D.,P. _... TEaNOMRY SKIMMER BANN4
TOP a STORAGE EL 1a6 CONTROL DEVICES,CLEARING AND GRUBBING EXISTING TREE FIELD AND
mPl n / / f,_ WITNA SURFACE AREA OF 2a%SF. UPGRADING IT TO GRASS CROP,AND UPGRADE EXISTING IRRIGATION SYSTEM.
~ ')— T _ ✓ // / DITCH b, I BOT OF BASIN EL I°
S \" / 4'BSKIMNER WR 9''
....1111���T��� 1•\` •'r/ i .' I B'OOMFOE ?t,'• WITrASWFACEAREA OF N.%1 SF
`r'^-�.� _\'fl!qr, i / "Cw� `�\\ '� TOP OF BERM ELEVATC.112 THE CONTRACTOR SHALL FAITHFULLY FOLLOW THE CONSTRUCTION
/ J ` y _Y\,. L - • \ti \\``� A SLY FENCE \' vau1.E REaIREomBBDtF SEQUENCE AND MAINTAIN ALL EROSION CONTROL MEASURES AND DEVICES
.
iii
/ OUT OOC. VOLUMEPRDVIOED69.6MDF
�- j'`,f .y - THE ENGINEER OWNER,OR STATE MAY REQUIRE ADDITIONAL EROSION
/ v .� > v?,~ ° s °-`-l `/!) '1.., CONTROL MEASURES TO BE IMPLEMENTED DURING CONSTRUCTION IF
° • '� 'NQ. !- Y/.f WARRANTED.
/ ° `• L I.
) • Y'•
��`�� J // _¢ � ;0� l ;e(I� ,q� T°SRIS'ORIFICE iu\ It
e
DISTURBED AREA:152 ACRES
/ `4. SILT FENCE OUTLET(TVP) / • _ _
/ ‘ `\ ao / ^�1 ' i I' i',I�1/ 6 •.REAM �%. \' /
'XS ' / ' r1 /i� ,• EROSION CONTROL LEGEND
�``�!' \` • \ ,�'z• L1 r wETu. / 3 \ 6a\ va.F 1' ��t•" �~ / 6` \ rP TREE FENCF/SILT FENCE
\\�,`� WETLAND G 11 I1 i ;7tzE I G / / •'! //``•`\� ~ \ \.. i 1,. 5. '\\ `` \l SF CONSTRUCTION LIMITS
' v!A a 1 \\t \ SILT FENCETP�1/. �� �I'(• / / /(! ( \�\\\ \ �, BmP \ --•TO TEMPORARY DIVERSION
R �..� - \ 9rroTEcranFENCEmP ,i- `A� / _ , / \ i \_\\ \ •\ \
i
\`.. I \\\` AL _ \ I. +�, / .`.. .t. �vf"si.-s y1� • /
/ _/ / !'\ ��\\ \'�\\\\ �� C, 1, \\�. \. }, II 1111II SILT FENCE STONE OUTLET
1\ / it '� /t l 2 f l[ _ a J l / r"�\ ,� F `�1 t T4`^i'l` \`^\ \ " • INLET PROTECTION
I r r6 %` , o
/ J , u� { \ F `-\\ �,. \ ' rt.( k �\ ( 44 . '-y 7Gy. / , ! 3L SILT F@KNTRF' ~^. 'N.
\ \\ \\ ^t l\\\I4b '.s° -, it!•Y a!�- CONSTRUCTION ENTRANCE
L • a \ c.. PRmE,w acEmP3 \ Y • • • • • K.7.R.r.a.�:
�O \ \ .1 ��-, t�v n \ ! 1„ _ EmmaD 1 _ -1 l - r; \ 11 s,\ ▪�• ! -.1u� A, •
.- -1
r_,
•
\ \ !_L •2p r� I•1 a 1 \, -r .v,y, ! / / i. 1 - \ \ \> \\ F 1 M▪ /• v \//F _
� S ` ♦ _ !_a BBIBMBR �'. �,' P. 5 _ >\v \ I !f I/ -'� uRa . 7� ,-t- G� rF ll1 . \\I\\\\ ,``:E-' ^ L l' .. . . . . ./
`.\> \
\ ., sBT FENCE ounErlm.) \ l�.\ ; / N a•BDaracE s`� \ . \. �\.N\L� ) .� •�., .t /I > > '� j' .s'`F` s• ) ,{eA ; \I\\\\\\^\\ r.. ,,,_., "�` —m
irs "r 1 / 1 l ` A i' o� ( 41\1\ r
�i� Iv'y,.64.,..'7'•:-...1411Pit p� t ! 1I- ii!I -� t \ \ `tr \ a t \`,t 7 \ I I / 1.t \ y L l 111 , 41' ...--` ...�. \ / .r av ,
',` °� TREs" \ 11 I '111 I11,'l \ ./� ��J 2a -` �\ \...;.....Z.,,,,, \\ L l\ •,- ®I.rRW1\.., rN.,.. ;\:.1_-5 i,..•, S •\ a:
\ •#.• 1 094 t r' s. • N L -. 1 1 1/
TEMPORARY SKIMMER BASINN - A.. -r ! `{' S \ '\I ♦ \- {— l �ti�'^` f
NN TOP OF STORAGE EL 159 '41F,:1. , 11 If IN . ` s.\ \; \ ,e ! r I f r'I/ I :4' �. GRAPHIC SCALE an
WITH A SURFACE AREA a 30.1%BF v- / / ti \ \.� SILT FENCEITREE \ ,\ \ ( / III r� 1
SOT a BASIN EL IB6/ \ __---�.s� - y A 1 / `r' i� oat 'Pi..
R marEOnoNFEWCE(M) \° `.s'." �\ �,, I ( J J ! • IID �`.. I 1 i ro xi
WrtrnvxsAOEARFA OF MN s.Fr - - 4 t J^ ♦ \ \- ��\. \ \ ! Jj �// / .-
TOP OF BERM ELEVATrow1w .! II II I+Q1,. `111'111 ,'' r 1. / \\ ' \ ° `� \ ^, 1 I !/ // /f'A 1! f1r • :`Q.6 finch=zoo FL
VOLUME REQUIRED a3.Ew CF N. LTWNO III IAiI .,f/1,1 / .1 \ \\K 2 J._...�,.� ' ` , / ff/t/ /f�/�(/l I 1 / -�� .
VOLUME PROVIDED Bi MOP I R' / i ✓ ( \ { ` 1 / „ / !1
®B` \/ II� IP 1„1 1,' / i \L\ ' / ° , { ,' J tr(!If%/,', r J (F, r,,
sll I ysl11y4)1!~ - 1 -1\ SRTFENCE/TREE 1t`11 I Al 7 1 1 1 I)\\}Y 11\ j\'( lf\ 6 umoFDSTumur.E SILT FENCE OUTLET(TYP.)
B® t �1F
III ( , 7\�, ,�/ 1 f PROTECTINMI CEMRJ 9 J 1 t 1 r-0r� V,<�, 1 \ \ \ f\1\ t L�1'C t,
UCTION I� llIr �.},t it „s y •l �,), A .44 :_;�,//J� ^o l v\,> f I 1VAYlr��x v'� ��-.�. -�. �. .
��V �.J /," � ,Er --�II� I . l. r /,L1 ) ! t �. ,f,,;- w� t. YrJJ4L 1w vv vweruNl �'�3"
rC „
�N1,Iv t 1 I / I \ ..J / i
A f i I 1\I\l\i\ � f \\ \` \;\\
1
f,,� • rvi i f 11—^ f�)Il A\ I� -/-... ! r L \\ x\\\ \\ �` ` \
�'' I it
/ , j f f i .' f�- " >: _ — ' ELT FENCE , III . {/ r S • i• ' -.-.A
�f 1 I;,•\ \ a 7 — %:s C a. �/ ' — 'mmEcilcwENCE / 1 ( '// \. .
.• I •` .� l �' ` r+ly�aa�;�- / \ ti - mPl / '1 // � BSKwwlBawnH
! � ,,S s 1 DOUBLE ROW OF Silt ,. a i.. � jy'�„` - / -i ( t � ,. / // / j reoRlF,cE
,>�,a \ /,' Wit, . .„..-1•4�E Ia ' ,FENCErowruaE ` .y t.1 .� '�ri�_r�� / / ��\r._ -___.� —.., •� __/'Jle'',/t/, ,fP•"'` ,L=— v, .�
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_ 1. - - - TEMP TOPOSKRa �N� F'YGINEEP 9r°
_.. _ ��� . . wI1NABlIRFACE AREA aPmaa SF. ✓pfq RK MPNE
/ --. � �,� 4 . BOT OF BASINEL tat 2/3/2021
/ �_ ' _, �— WIMASURFACEAFFA CFZ1T1a S.F
TOP OF BERMELEYATIDIOISS FINAL PLAN
` L_— �� 1 OF
vaONE ID�Eo 1SA9%n APPROVED FOR CONSTRUCTION
�__
t
No. Revision Daze Yv �•,��,e, xa4 MOUNT OLIVE WWTP IMPROVEMENTS \/
� �G ��� WithersRavenel
/ Drawn By Dare sheet No.
FAG JANUARY 2021 CONTRACT I EROSION CONTROL PLAN %. Engineers I PLanners I Surveyors 10
I€
Checked erJON&MCW 1°b N°02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115/Haman Drive I Car,NC 275111 t 919A69.33401&mm EUWISS 1eveyAWaysravenH.can

skscs sport sc.port
xo1M $ Y illiP
.. SEEDING AND MULCHING:
M OM ISMO �Zr,m 2Z \u .. _ •
., 2Z � '' `,` iiiiii .va�M MOM oea 1A1 SEEDED NON WETLADISTURBED
AREAS
CC alor.RMv NM MC/
A SEED ALL DISTURBED AREAS OF CONSTRUCTION.
...m R,aM IT
vPLAN NEW <44 *4e
owe MPIC u A InAw v ar nMa rrMuMT MKS GUAM OS,COI
rt[7.1, AMA WSW Dam� t�, I.�' C. THE SUBGPADE OF ALL AREAS TO BE SEEDED SHALL BE RAKED AND ALL RUBBISH,STICKS,ROOTS,AND STONES LARGER THAN 2 INCHES SHALL BE
REMOVED.
_ _ D. THE SUBGRADE SHALL BE SCARIFIED OR OTHERWISE LOOSENED TOAMINIMUM DEPTH OF 4INCMES.
s^'^ �p ,1 �Y E. APPLY GROUND AGRICULTURAL LIMESTONE AT A RATE OF 4.000LRACRE.
90E NEW II .��■�■����■■■���t�■■■�� /\ �'`� ,
rs , ,� 1 ' '•., �f��` .♦ �w s^�s^r v Nor SCUM nx vvv ow®^us F. APPLY 10-10-E FERTILIZER AT A RATE OF 1,000 LflIACRE.FERTILIZER SHALL BE UNIFORMLY SPREAD AND DISKED OR ROTO_TILLED TO A DEPTH OF AT
,, LEAST
MPORA Y SE.
/1,, G. TEMPORARY SEEDING
( F E wow La mV R v1m R.a r� 1.TEMPORARY SEED SHALL SE APPLIED AT THE FOLLOWING RATES:
I q I
I 11
SOIC 4 OM MI.MI6 PM ST DATES SEEDING MIXTURES SPECIES APPLICATION RATE
CRT WC FOCC WOW,CLOM FRONT MEW :rt.TIEa1v rAwC R 1001 MOurNr,r.se Mac ma rwsMM MN
S.NM POST N.MI DEC 1-APRIL 15 RYE(GRAIN) 120 LDS/ACRE
ANNUAL LESPEDEZA(KOBE) 50LBSACRE
STANDARD SILT FENCE OUTLET STANDARD SKIMMER FILTER BASIN STANDARD SKIMMER DETAIL APRIL 15-AUG 15 GERMAN MILLET 4OLBSIACRE
AUG 15-DEC30 RYE(GRAIN) 120 LBSIACRE
(Not to Scale)
t a�`orsm �i.N..wO01rca4 M,ot SOIL
AND COMPACT H. PERMANENT SEEDING
Vie. SOIL FROM AN SWAIN
yyy MIN 4 EXCAVATION ON 1.IMMEDIATELY FOLLOWING THIS PREPARATION,PERMANENT SEES/SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE SURFACE.LIGHTLY
v R�r �,a � g / �w� , I.--y DOWNSLOPE SIDE ROLL THE SURFACE AND WATER WITH FINE SPRAY.PERMANENT SEED SHALL BEAPPUED AT THE FOLLOWING RATES:
\\\ 9 ••:.•. M PP N.v I I CF°IVERSON
r pc Wilms 'r Miaa.m SMM;Mn11= D SEEDING MIXTURES SPECIES APPUCATION RATE
® —.Olp AVM .v CM Apppqq HI 1 'i 1 TALL FESCUE BO LB( ACRE(
m 1Rv.m"'LLr.SSM®"0r0 a®` R.w u. GROUND MATE
•
PENSACOLA BANWGRASS 50 JLB,ACRE(
_� TEMPORARYL1NER SERICEA LESPEDEZA 30 LBII ACRE(
N0M0 xvxr MY (SE BELOW)
v v sty ���s- '. KOBE LESPEDEZA 10 LBII ACRE(
nrr �_�Iw. if � 'w�� per` TEMPORARY DIVERSION SWALE
Min.D-1.75 Ft 2.THE BEST SEEDING DATES ARE BETWEEN SEPTEMBER 01 THROUGH SEPTEMBER 30 AND FEBRUARY 15 THROUGH MARCH 20.
Min-Wa 2.0 Ft
_ PLAIT Mn 3.POSSIBLE SEEDING DATES ARE BETWEEN SEPTEMBER 01 THROUGH OCTOBER 31 AND FEBRUARY 15 THROUGH APRIL 30.
MSC IV'MSC os. m II__ ___11 0"°' "$W v^AIWrN�� 4.BETWEEN AL 15 AND AUGUST IS,ADD 10 LB/ACRE GERMAN MILLET OR 15l&ACRE OF SUDANGRASS.
im>Kw v..rau B.°d nn d 3. TEMPORARY DINASON SWAIN in LINER NAG SC150 or EQUIVALENT
Y M �a�irrrT�M v v "Nmwe.r��(oR� 5.PRIOR TO MAYOR AFTER AUGUST 15 ADD 25-LB'ACRE RYE(GRAIN).
�er�rmAm 0110011 M MOAOE IC m,T IOC CO Ao..wr POI SC 10P aammr TEMPORARY DIVERSION SWALE/2 LINER—NAG 575 or EQUIVALENT
I. APPLY MULCH ATARATE OF 4,000 LBNCRE.
J. APPLY TACKIFIER AT A RATE OF 0.10 GALISO-YD.
STANDARD SKIMMER FILTER BASIN CHECK DAM DETAIL TEMPORARY DIVERSION SWALE DETAIL K. THE CONTRACTOR SHALL KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION.RESEEDING SHALL BE DONE IF AND WHEN NECESSARY UNTIL
A GOOD,HEALTHY,UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED.
sy 1�r...11114.10 rl smart NM RC NS Mx MAIM. vd NO 11010.B.Rm..M m IM.Me A MMMr v tf L ON SLOPES,THE CONTRACTOR SHALL PROVIDE AGAINST WASHOUTS BR AN APPROVED METHOD.ANY WASHOUT THAT OCCURS SHALL BE REGRADED
.r m ,,�, W OK
AND RESEEDED AT THE CONTRACTOR'S EXPENSE UNTIL GOOD SOS/IS ESTABLISHED.
mumaroo la D�iMr'vRw�ia�ilm vaaa
,�11� ............................. NArAMrr �ao^ar / uM - 1.03 HYDROSEEDING
Lit•toll j,1.,1.. ''41r1O"`O v �-• / A. HYDROSEEDING. MIX SPECIFIED SEED,FERTILIZER,AND FIBER MULCH IN WATER,USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED
■I■-•�� ■■•■I■ � APPLICATION.CONTINUE MIXING UNTIL UNIFORMLY BLENDED INTO HOMOGENOUS SLURRY SUITABLE FOR HYDRAVUC APPLICATION.
��Ip, g1:ptt,1t1jt ..- .a.,.-rl..Im,rmnu /I} mA.m ( N ■II\. NEI \ \■II■ rd
��i,\�,,11j�11�\11\p��,1�, r.., ■II■'. lI MI III■ YlrLum
1.MIX SLURRY WITH NONASPHALTIC TACKIFIER.
��1, ;;,,;., ,1,,1j;,I I Ismas M.M,Misr cm smrts.
�aK�. ■II■■�IM� ■���■I■`/ r �— 2 WEIGHT BUT NOT LESS THAN THE PATE REQU REO OEAS TO BE EOBTAIN SPE IFIEDD EDED IN A 1-STEP SRE0.50WING PATE OCESS.APPLY ULCH AT THE MINIMUM RATE OF I,SOO LB/ACRE DRY
LOANER �aRr ..r`�� rv,M+rAONrw aus� NVIM 1 � I rNH m v 3.APPLY SLURRY UNIFORMLY TO ALL AREAS TO BE SEEDED IN A 2-STEP PROCESS.APPLY FIRST SLURRY APPLICATION AT THE MINIMUM RATE OF 500
L n� LB PER ACRE DRY WEIGHT BUT NOT LESS TABOO THE RATE REQUIRED TO OBTAIN SPECIFIED SEED-SOWING RATE.APPLY SLURRY COVER COAT OF
ma FIBER MULCH AT A RATE OF 1,000 LB/ACRE
w,..rr..M..w 1.04 MAINTENANCE
w,aw..,,,,,,si®o,reaw A. THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS IN A CONDTLION APPROVED BY THE ENGINEER UNTIL RNAL ACCEPTANCE OF THE CONTRACT.
STANDARD SILT FENCE OUTLET MAINTENANCE SHALL INCLUDE,BUT NOT BE LIMITED TO,REPAIR OF SEEDED AREAS,IRRIGATION,AND WEED CONTROL. PROTECTION SHALL BE
•
MSS M `�� yrAr`� ••...�...•.. , AewRm PROVIDED FOR ALL SEEDED AREAS AGAINST TRESPASSING AND DAMAGE. SLOPES SHALL BE PROTECTED FROM DAMAGE DUE TO EROSION,
rao. _ SETTLEMENT.AND OTHER CAUSES AND SHALL BE REPAIRED PROMPTLY.
/N A Nan a..+.®1.A.sa..,,nE D ALL SEEDED AREAS SIIAM BE INSPECTED ON A REGULAR BASIS AND ANY NECESSARY REPAIRS OR RESEEDINGS MADE WITHIN THE PLANTING SEASON,
rr 1.:;r. .' IFPOSSIBLE
MS O.1=•Wr If- I'I
*PO r m r 0101—11 I
'* TREE PROTECTION AREA--I
DO NOT ENTER
All N .. SEE AREAGROUND STABILIZATION
STABLEMAN STABLEMAN TIME
DESCRIPTION TIME FRAME FPAME EKCEPTONS
.a, PERIMETER DIKES.
MALES,DITCHES TDAYS NONE
MO SLOPES
BAFFLES FOR SEDIMENT TRAPS AND PONDS TEMPORARY CONSTRUCTION ENTRANCE/EXIT TREE PROTECTION FENCE HON
TWA ER)HWO rOAYO NONE
ZONES _
IF SLOPES ARE IV OR
LESS IN LENGTH AND
SLOPES STEEPER
MAN RI IDAYS ARE NOT STEEPER
RAN 21,VI DAYS
ARE ALLOWED
SLOPES FLATTER TOOTS FEB SLOPES
R THAN 3:1 II DAYS GREATER THAN SO
FEET IN LENGTH
3 ALL OTHER AREAS NONE
WITH SLOPES 14 OATS EXCEPT
MUTTERT SOI PERIMETIMETFOR
ERS.]
HOW eMASI
EXTENSIO.0F TIME0 LWE WEATHER ER OR OTHBTME PRIBARTING
SPED1FR
e AUTHOMTY STSEDINT ARECOMP..
OM OROTHERNTECASLE,X.
CONDITIONS TINT MAZE CAM'W NCF I1.PPALTIGBIF.
I (SECTION R.BOABU
t (,lark M..,SS
OSNCAgO/
i = QOFESS/N/i
y Q SEAL r
Eli$ • 06RNGIN35 +/f
1 ' �CEF- c:D
/ARK,. 2/3/2021
FINAL PLAN
APPROVED FOR CONSTRUCTION
T
, No Revision DoTP By De„tee, �0 WithersRavenel
AG AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS No.
S C,awn By Cate
B Checked R, CAG ,obN1AN0ARY 2021 CONTRACT I EROSION CONTROL DETAILS 1 Engneers I Planners l Surveyors
A 1CME.MCW OZIe1o0s.ez TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA uSM.,«KTOTV Ica .NcvS IIYIYRVv9Gwn,e,rr coRazlwww aners,aveneirom 11

r
NCG01-DETAIL GROUND STABILIZATION AND HANDLING PLAN NCGO1-SELF INSPECTION,RECORDKEEPING&REPORTING
EFFECTIVE:0001/18 EFFECTIVE:P5117/19
GROUND STABILIZATION AND MATERIALS'SAMSUNG PRACTICES FOR COMPLIANCE WITH THE NCGD1 CONSTRUCTION GENERAL PERMIT PAINT AND OTHER LIQUID WASTE PART III PAAT Ili
RECORDKEEPING AND REPORTING PECIIGN,REc0ROKEEPING AND REPORTING
Implementing Me details and specifications on this plan sheet will result in the OE.,,0Ii.activi,ebeing Considered compliant MMthe Ground Stabilization and 1. Do cot dump paint and other liquid waste into storm drams,streams or wetlands. SELF-IMSPECTgN SEU IM
Materials Handling sections of Me NCGO.Construction General PermitlSectiom E and F.respectively).The perninee shall comply with the Er..and Sediment A Locate paint washouts at least 50 fen away from storm drain inlets and surface waters unless no othee
Control plan approved by Me delegated authority henna jurisdiction.All details and specifications shown on this sheet may not apply depending on she conditions alternatives are reaa0nabh available. SECTION aft SELFTNSPECTION REPORTING
and the delegated authority having jurisdiction. 3. Contain liquid wastes in a controlled area. be I.Otteumenm the mud.report. i
qui Self•inspectionsare required during normal business hours in accordance with[he table below.When weather or site 1 Pe...Meg report the ldldraacumencn:A
4. Containment must be labeled,sized and placed appropriately for Me needs of site. conditions would.use the safety of Me inspection personnel to be in jeopardy.the Inspection may be delayed until de neat
SECTION Et GROUND STABNNATION S. Prevent the discharge of soaps,solvents,detergents and.er liquid wastes from construction sites. business day tlon which it Is safe to perform the inspection.In addition,when a storm event of equal to or greater than 1.0 inch (el Visible sedimentep dosrtmm vie land.
a stream orand.
-- -- a of normal business hours,Me self-inspectionshall be perform.upon the commencement of Me neat business
Required Ground StabLleatbn Timeframes A.T. e when inepeceons were delay.shall be no.in the Inspe.on Record. (0)O Its if:
day.An time tlap
•They are 25 gallons or more.
Stabilize within this many calendar Drnehro variations
ae variati •They are less tan 25 gallon but cannot a dean.up within 2d Noun.
Sa Amer On«IPUon days after ceasing lard disturbance _......-..
PORTABLE TOILETS
(a)Perimeter dikes,swales, ) Cone 1. install portable milets.InN gwnd,atlwst 50 feet away from storm drains.streams or wetlands unless there in a�,,pr� causesheen on surface wastes lregamlessINrolumel,«
ditches,and Dmmeter dopes oahnrwUve rwmebly araiaDle.RSO fwl Ofhnenot attalable,prande reldatim of portable tdlH bMind hTol I w� hegediwn reruds nwsst hhAatle. •They✓e*bin IDS feetdautae wan pegades d wumel
(b)High Quality Water(HOW)Zones ) None silt fenced lace onusAanrsl
p gravel P.Opad end surround with sand bags. (11Rair Page Daly Dales ram..amounts.
2 Provide staking or anchoring of portable toilets during Periods of high winds«in high foot traffic areas. If (a) Releases of...us sod..in guess dreen.e quest..under Section 311..Oean Water
3. Monitor foie wets leaking d i dispose of leaked material.Utilize licensed sanitary maintained in no der y raw gauge observe. are made during weekend or et(NI:40 CFR 110.3 and 40 DER 117.3 or Section 102 IN CERDM IRO 40 CFR 302.E
(<) Slopes steeper than 3:1 ) RT,IR,are 30'or less In length and are pore gait properly pmeo y rywaste gpoe woang fro..P.oda,and no ndieduanday raw° ntormation N I IaG.5.14321595.
not steeper than 2:1,14 days are allow. hauler to remove leaking portable toilets and replace wkh properly operating unit ord. ave..record the airmen.ran measurement for dose un-
tend.don land this will determine if wspenron ls lbl Anticipated bypasses and unanticipated bypasses.
-7 days for dopes greater than 50'in length and vets slopes steeper Man 4:1 needed'.Days On Much no rainfall occurred shall be record.as
id)Slopes 3:1 to 4:1 19 -7 days for perimeter dikes,swales,ditches,perimeter slopes and HOW Zones use another ninmonnuri.desire lcl Noncompliance with the reMtios Adis permit Mat may endanger bealmwtbe ernironmml.
-10 days for Fels Lake Watershed approved by tlhie Dms'wnmry
EARTHEN STOCKPILE MANAGEMENT per inspected, 2.&Reorder TMnfmmes E....Require..
le)Areas with slopes -7 dam for perimeter dikes,swales,ditches,perimeter topes and HOW Zones 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at lest 50fM away from storm drain Ill ELSC At leaf done 1.Identification of the meawres
flatter than 4:1 14 Inlets,sediment basins,perimeter sediment controls and surface waters teens it can be shown no other Measures 7calendar days I.Ile end time of to inspection, Alter a permittee becomes aware°,an occurrence that must be reported,he shall con tat the appropriate
-10 days for Falls Lake Watershed unless Mere is[no abbe a
alter-adv.are reasonably available. rwels d .24 3.Name ofe Me Pon performing the i.petti°n. gnsi0n regional office within tie tirreframes and aortl in aance.M.oder requireme.list....
permanent ofc construction activdes,any areas with temporary pound stabilization shall be converted to 2. Protect stockpile eth silt fence installed along toe of slope with a minimum offset of five feel from Me toe of
Note:After Me D AOWsaa rain 4.Indication of whether Me ndeaures were operating Occurrences amide romul imsshwn may alsobercp°rtMro[be Cnsim's Emergency Response
permanent ground stabilization as tdkpile. enema1.0 b.in properly, Persovel at ISOM essa358bu
sn as practicable bean no case longer than 90 calendar days after the last land disturbing activity.
Temporary ground billeation shall be maintained in a manner 24hw
3. PProvidestablestme access point eneas int when feasible.
hoes 5.C.ription of maintenance needs far the mea.r,
Provide
to render the surface stable against accelerated erosion until permanent ground Stabllieatian is achieved Stabilize stdkplle within the tlmefmmes provided on this sheet and In accordance with the plan antl any A.DesaipSon,evieence,and date of corrective actions taken.
GROUND SrABIUZATION SPEOFICATION 4 additional requirements.Soil stabilization is defined ash coverage techniques that (3)Stdm%atec Al Man Dore per 1.Identdcation of the dechage outalls in .....D2 Deno..TYneM,an(Ahe[RLamrmal a.Otly Aeguirmenb eshe tive,in accod chemical cheap inspected,
Stabilize the ground sufficiently sit that rain will not dislodge the soil.Ilse on a of the techniques In the table below, will restrain accelerated erosion on disturbed soils for temporary or permanent control needs, discharge 7calendar days 1-Oate and time of the inspection, (a)Vaibe v.iment •With a74 hewn,an or electronic notification.
def.(50.1 and%Shin 24 3.Name of Me person performing Me inspection,
Talaprylah�OBaN � -----on - lours of a rain 4 Evidence of indicators of stormw0ter pollution such as of eawyitan n a •MIDDY)arehAw days a report me mrSam a description d Me
•temporary grass seed corer.r4h War or rt grass seed with straw l events 1.0 Inds fen sheen.fba.g or suspended solids or dbmkxabon, stmamdwenana sedinsent sionsaff waons ne
en to therquirmaeetecaaudde mart on
serrh 24 hours 5.Indicate.of visible..ene leaving the OW case-bna,R (der written own ono
other cockes and takiS. •ode�muldhs and farmers rose-by<ae ben
•Hydrl7seedna •Geh[¢dile,aorta sdhudrmanmtsoi CONCRETE WASHOUTS fi.Description,evidence,.O00 date Pi corrective actbmtakm. •if the stream is Tam.ont.NC305,11halasimwired for udimeM-
Ralbdereponzonbdorowctsw4har rNrbrcemmt m4010 1. Do not.UM1arge concrete or cement slurry horn the ste. it)Perime least ocepec If able sedimentationd 'd site Smitz,then a record rnat.caus.Me010010emWberepair.mpecbrmadd-
•whlauttemwrarygrassseed •HYdmseem 2. Dispose of,0r recycle settled,hardened concrete residue n accordance with local antl state solid waste regulations site calendar days of Meldbenne shall . mlp,1T0g,inspections or eery mom sanpm Pratcesf R I
^g and at an approvedf facility. 24 1.Actions taken to clean up or stabilize Me seeiment that haskf[ 05Tne that.. eq'
•Apo...awl.straw ot.......kb •Shrvd or otter permarse plantings covered 3 Manage washout ts mortar mixers tn,aprdancewhnthabwe-teen and-madditi.plaaMemine and hours d a rain Me ste limits, with. +r+^+adedmassuremmpa
•PIxM deMng wiM mukN assoc ated m impery ous bars er and ea n lot perimeter silt fence 1.0 i ch in 2.Desch ption,er dence,and date of corrective anions teken.and _ conditions.
•Iles farmed evenlyd slrihn.ground cover 4. Install teen hauls per bcalrquiremer.,where° ISade.It an aknrote meM.Or product •
24 hours 3.M aplanstion as to the actions tatrnto mntrd future (tla0l�l se lsantl a wAb21 .ano.a r�ectdrod fiatmn.Tberndolficat node
saki.ror>tmin erasion temporary pD Pr releases I ire information a erne,nature, umea
•YTIOO,lmedodswrFio:orPzreleasPnah« to be used,contact your approval authority for review and approval.If ldal standard details are not available, - 000*40w bcetionaf Me aplll or Meeu.
Is a of the two types of temporary concrete washout monied on this detail. (515treams or tile&[cote per if Me stream wetland Yrsible:<a.en[ation or nee..per Rem
reta0rywYh 5. Do not use concrete washouts for dewatering 0r storing de lenire curb or sidewalk sections.5tormwater wetland.cos. 7cale.er days ed has wsible Increased turbid.from the construction lu1 tabor¢
•Rolled sr..control products with grass se. cumuhtee within the washout may not be pumped Into or discharged to the storm drain system or receiving r off MeO° and within art...then a record of Me following shall he made: (c)Mo..(40d •A m44/4aakea tindeysbep,44.4. .IN.44444 quality
yod
surface waters.Uquid waste must be pump.od and removed from project. III(where hours d a rain 1 nllmn,a idence and date of ln..01 a&[ions taken,and lu
6. Locate washouts at least So fen from storm drain Inlets and surface waters unless It can be shown that no other ssiblel events 1.0 inch in 2. ords of the required reports to the_ 12Waaes(411 Theeffert reportenypass. can evaluation dtbe,mkiwe.quality°.
alternatives are r.soo.bly are...A am m,install Dr denim of storm drain inlnls)tosest to de 24 hours alb a per Part III,Section C,hem 2 rote Omsi0 I i.anti(31 MOYeII bawd an
washout which could receive spills or overflow.mu acre mina 1 Na)d[h'c Perron le0esses 0wted • WM.7 calendar dam
m a relectronc Inched.
POLYACRYLAMIDES(POM5)AND FLOCCULANTS ). locate washouts'n an 'I tale area,on level d and a stone entrance pad in front of de of - -- --- -- bywases laO VR • MMNn)tMderlgia report that ncl.es an evaluation of the
1. SNectflaculants that area appropriate the being easny acessi groan (0)Ground After each Phase 1.measures.hpedgrrad grading(installation of perimeter EASC 1z2ANelm11311 shard effect dta s
ppropr geapsed during construction,selecting fans the NCOWR List of Approved PAMS✓Flocculaes. washout.Additional controls may be required by the approving authority bMeabn of gradwg asures,clearing and grubbing,installation of storm lei ni dance a ma.N Doom,en Oral or N0¢mnic notification.
2. Apply0dculants at or before the inlets to Erosion and Sediment Control Measures. B. Install at least one sign directing concrete trucks to the washout within the project limits.Post signege on the measures drainage fatalities,completion of alllantl-0hWrbing with the conditions . 7ealenM days,a report tna contains a dear)
3. Apply Rocculann at Me concentrations specified in the NCDWR list Apposed PANT - washout Sorel to identify this lose,. _ dlmdMe
of yao«wmnn area in with Me manufacturer's imdtmttiom. &OIITO overt.fen or redevelOPmenC permanent d[+a Dn manger
that mm.plla,a,and its dMes;Me INn.d ncorreh,12de.
4. Provide ponding area for containment of treatedStormwater bef«edischarging 0Rslte. 9. Remove leavings from Me washout when at approaima[e1y 75%capacey to limit overflow ermn.Replace Me ground covert. moaragec including exact dates and times,°.if the nonmmplianw has rot
S. Storefldwlamsin leak-proof comaindstatare kep[unda n«m+esiatvrt cover or surrounded by sechntlary<mGinmmtsvlattures. and bags or°the temporary structural components when m longer functional Whenutilving alternative
proprietary products,follow manuhcturec'simVunbn:. 2.poamen[ation that the required ground stabilization heath dta been corrected,Me anticipated time noncompliance S eapntedad
or Toed At Medthe concrete work remove remaining leering area dispose of in an approved disposal facility. measures have been provided within the rquir. envronment/. continue:and steps talon or planned to reduce,eliminate,a.
Fig plt if applicable,and stabilize any disturbance caused by removal o/washout. meframeor an assurance that they will be provided as [FP lit alllN)11 pnrem raoaurrence of Me nervomDliade.14013P 122.110116).
EQUIPMENT AND VEHICLEMMMTENIWCEV
1. Maintain vehicles and equipment to prevent discarge of fluids. reset/Me q noon as pdtble. • Division Aafl may waive rite requirement Id a written revert on o
2. Provide drip pans under any stored equipment. caseby-case bail.
3. Identify leaks and repair as soon asfeasible,or remove leaking equipment from the protect. NOTE:The raw impec.on required 7 calendar day Inspection regwrcmet
4. Collect all spent fluids,store in separate Containers a.properly dispose as heard«.waste(recycle when Dssible).
5. Remove leaking vehicles and construction equipment from service until Me problem as been corrected. HERBICIDES,PESMIDESANDROOEMICIDES
fi. Being used fuels,lubrlcann,coolants,hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. 1. Store and apply herbicides,pesticides and rodent/tides In accordance mid label restrictions.
2. Store herbicides,pesticides and e.enticides in their original containers with the label,which lists...els. ,_
ingredients and first aid steps in case of accidental poisoning. PART In PART II,SECTION G,ITEM 141
LITTER,BUILDING MATERIAL AND IMID CLEARING WASTE 3. Co not store herbicides,pesticides and rOdenticldes in areas where flooding h pwalble or where they may spill or Self-11101.10N,MCORO+EEPIN0 ONE A.R.. DRAW LOSE DOWN OF SEDIMENT FOR MAINTENANCE OR C OUT
1. Never bury or bum waste.Place linerand deb.In epode.waste containers. leak into wells,atormwaler drains,ground water or surface Wald.Ifa spill occurs,dean area immediately.
2. Provide a sufficient number and site of wane containers(e.g demister,trash receptacle/on site to contain construction and domestic wastes. 4. Do not stockpile these materials onslte. NisSediment basins and traps that receive ruwRfrom drainage areas of one acre or more shall use outlet
3. Locate waste corawws at least 50 fen army from storm drain inlets and surface waters unless no other ahemativ.are reasoebH available. 1.BAK elan thilumentelon structures that raw ter from de surface when these devices need to be drawn down for
4. befit waste containers on areas that do not receive substantial amount/of runoff from upland areas and don not drain Mre.y to a storm drain,stream or 0E5SC plan or its Ms infeasible. not_ r(for
The extended
is coke
wea feasible.
wethnd.ad nauseate throughout s under Ns TMsldbwlnl hens pertainingmMe E&X plan aallalepa m4teard withdraw terdrmtbe from sediment
edaet basins shall
example, only
wlatended efol.iner).
5. Corm waste containers at de end of each workday and before storm events or provide secondary containment.Repair or replace damaged waste containers. available b.inap.lmaraliamn during mmallwnnanoun. .wrfadawitndreahhom sedimentbasins sillbealbwed onlywhmall of Me blbwing.teria
fi. Anc.r all lightweight items In waste containers during times of high winds. HAZARDOUS AND TOXIC WASTE have been met:
7. Empty waste containers as needed to provent overflow.Clean up immediately if containers overflow. A Create designated hazardous waste colleen.areas onset.
8. Dispose waste off-Me at an approved disposal facility. 2. Place hazardous waste containers under cover or in secondary containment. la)The E&SC plan authority has been provided with documentation of the non-strace withdrawal and
9. 01 business days dean up and dispose of waste in designated waste containers. 3. Do not store a[ar0°us chemicals,drums.bagged materials directly on the ground. • limn bOehrtnaht Mon Require.. the specific time periods arconditions in nhiM it will occur.The non-surha withdrawal shall not
(elf BX Meas.Silsbee wstalNd commence until the F&SC Plan author.as approved these Sens,
I a.does not senfia.v deviate from de of the appronned EASC elan or complete.date (b)The nomsurface withdrawal has been reported as an anticipated bypass In accordance with Part ill,
locanons dimendons and rent. au Section C,Item 12.1.IM M.Poi.,
ONSITE CONCRETE WASHOUT wit on the approved MSC Plan. 1v.each
(II Dewat nog discharges are treat.with controls to minimize discharges of polluu.n from
cored upon Me ter that n removed from the sediment tocsin.Examples oappopruh controls include
STRUCTURE WITH LINER initial ostanatan of a aced,designed and maintained eewat.ng tanks,wed tanks,and filtration antema.
de E0SC Measures are modified after Initial (dl Vegetated,upland f the sites or a properly designed stone pad is usedro the extent feasible
ins eion at Mewtiet of de dewatering treatment devices de..in kem(c)above,
:IM•phase of grad.,as been complete.. inrtiel and date aco05 of the ap«datl MSC le)Velocity dissipation devices such as check darns,sediment traps,and rlpray are provided at the
Pian or complete.dale and s%gn an inspect. discharge einO of al
.t-l0 WN-� ...completm of the if)Sediment removed from eta de ahring treatment devices described in hem(c)above n disws.
iA HIGH SANDBAGS(MD l construction phase. of In a manner that ees not dine deposition of sediment inh waters of de Unit.States.
B OR STAPLES IC)Ground cover is brined and installed tend date cow d to approved MSC
OO O O 0 LOW FILTRATION b accordance Men dapproved E&Sc complete date and den an inspect.)
\ V V / pens 0 sat BERM n n n / IOW
0081 a SNE6 Man or
nmi<ate mrmpiance eth an..
{ O O 0 cunt MA. LOW FILTRATION ...cover.pedRe,tions.
O O LA {O\V .V/O> I:1 ME SLOPE SOIL BERM (oil NIT*444 re4Nr Complete.dete and sigh en Vupe.onreDorE
OSILT FENCE I PLASTICUNING SA DE..nP.l {O> {O> i fnP.l hato Wen xdorm.nts Om all aX Meaarrm+
(TIPS E (del Corrective aims have been taken copy...rm.ElSC
(� (� Z{ (TIPS E&X Measure e,.. ...vain
4r
i U/ n n \� {�>n n{0�1> mace action
convictiondthe
3 0 0 0 0 0 .red q�‘:' {O O O O ky>
�A / V V V V ^\ a SECTS.. 1..dnwmlDd°m.ntrtiom t°I»K<dDeane
�B \ pit he following items mall.kmr on dr arm and anlia�e f«agedins
tors at all times door,.nor'nal buoness hours,unless
jI `gRyOR.og(VP.) conditions t.temake thisreuirenene mt certificate ercove the Dlte.it is re<nred.eed.a m pecRe pt base en°n
CM TM
ail as
i OR 318AEg TACTUAL d permit a e duringde Ive grm°ntd The permiw•aaAnm.ow rgJred etearnnms
B CLEARLY MARKED S120 WL LOCATION DETERMINED IN FIELD IE)xon de inspections
Record Form provided by the Dins.or a similar Inspection form dace Incl.ese!!Me retired
? CONCRETE �_NATINGDEVICE(IVAN Well SECTION AA tl°iNartrm iHarnhde rwo.dmllet°Ita.q°x.roper mPln.n be ail..n,n°arn to provide owed m.w
$ WASHOUT NOTES. 2TNT NED WHEN
THE LIQUID OUT
SOLIDES RE BE equal access and utility as ardeo 0/���'�4� MA
i.i _ TACTUAL LOCATION DETERMINED IN FIELD CLEARLY MIRKWSgiMCE M4INTNNEOWHENTHE UaAD PHgaiSalo REACHES coto mp Ileleilad lete af�rol�„n TOM
aorA I.Lerr LL1ALyLSS
I �rGONRE3EW « �E -�P� ltgA2PBB) ADEMASQATESTMKTIckmarra TO PROVIDE
completion end WASIgUi ADEQUATE HOLpNGCAPACtt MTHA MINIMUM 12 inspection rem.sal...bed for•period INMrx mass after project
ASIgUT STRUCTURES SSLALL BE INC1E5Of FREEBOARD. Documentation made available upon rgwsa[40 CFR 132.41] t H C A RO
AWED WHEN ME LOUID ANDOR SAID RFACHE515150F
THE STRUCLUP.ES C00 I I 2.CONC[ETE MAO.STRUCTURE NEEDS TORE 2r ar[ESS70da/s
E{ SC.CRETE WASHOUT STPUCNRE NEEDS TO BE Cr..' CFARY MARKED WITH SIG..NOW DEVICE. QP •1�
2 WAKED en1H SIGNAGE NO1NG DEUCE
PLAN 047235
PLAN
i ✓ 4C INEt0,..co
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE c.ARK 8911
3! NOT TO SCALE NOT T05G1E 2/3/2021
FINAL PLAN
APPROVED FOR CONSTRUCTION
t
{ No. Ve01010 Date ,By b¢r MOUNT OLIVE WWTP IMPROVEMENTS �0 WithersRavenel Sheet No.
i AG AS NOTED NCGO1 DETAILS 12
[Then B, Date 1/ Engineers I Planners I Surveyors
S
CAG IAN°ARY2D21 CONTRACT
a eherkee a) lob No •
- ICMs.Mcy7 0218100ED2 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 1150&en Drift
Kan DICary,NC2751115919A69.3340llkteme M:C-0832)www.oithersrareneIcom

CONSTRUCTION DRAWINGS zfl;o
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wwTp IMPROVEMENTS _ CONTRACT II
MOUNT OLIVE, NC
MARCH 2021
GENERAL LOCATION MAP VICINITY MAP
1°=2,000' INDEX OF SHEETS
NORTH CAROLINA Sheet Number Sheet Title
�►�'r. ., COVER
�pY�i� �iil `� :�`
1 GENERAL NOTES AND LEGEND
n� ����
WAYNE m'�C, �i �� 2 PROCESS FLOW DIAGRAM
COUNTY �-1��� �,� La �•1°/', ,,,:• 3 HYDRAULIC PROFILE
mall. II II�' i�� � :•jc �-��``�, 4 IiIEN:N
IONS
Agh wilTATION FORCEMAINN AND PROFILE
STATION MODIFICATIDIFICATIONSSTATION PARTIAL SITE PLAN
�10114 � ,/ '' '� �' �'� , ' 1119067 IRRIGATION PUMP STATION DEMOLITION PLAN
S' 1►/�.•; " %ram«� ��;�
s ' ' ' . � ��� 1 11 IRRIGATION PUMP STATION PLAN AND SECTION
TOWN OF .,rliii.
%t kr ��' /,:'�.> ,. /�� 12 TRANSFER PUMP STATION PLAN AND SECTION
MOUNT OLIVE41V ���
Niti. '` TOWN OF MOUNT OLIVE 13 PARSHALL FLUME PLAN AND SECTION
WWTP 14 MISCELLANEOUS WWTP MODIFICATIONS
♦`,� 1 �II 15 MISCELLANEOUS DETAILS
an
�����!dlLtilllllll illllllllllllllll!11�11113�'••
_! 12IIIIIIIIIISIIIIIIIIIII��r ■
`~ ' 'r - EROSION CONTROL NOTES AND DETAILS
�_ �� �� SINGLE LINE DIAGRAM
NPDES PERMIT NO.: NC0020575 19 ELECTRICAL
19 ELECTRICAL MODIFICITE ATIONS DETAILS
20 I&C SITE PLAN
:3,,�ZN sARo.::, „.s4 M.4.t.ss 21 INSTRUMENTATION&CONTROL LEGEND AND GENERAL NOTES
Je SEAL ' 1 22 IRRIGATION &TRANSFER SYSTEM P&ID
' 1 04T235 f
y `''YGinE.}'y,,,S
„'`', MPN,.'3/26/2D21
FINAL DRAWING
FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
FUNDING AGENCY PREPARED BY: OWNER
NORTH CAROLINA OFFICE OF STATE TOWN OF MOUNT OLIVE
BUDGET AND MANAGEMENT(NCOSBM) t& WithersRavenel 114 MOUNT OLIVE,
1/ MOUNT OLIVE,NC 28365
BUDGET CODE:23014 2317 7110 Engineers I Planners I Surveyors [phone]
AGREEMENT NO.:224-J 115 MacKenan Drive 1 Cary,NC 275111 t:919.469.3340I license#:C-08321 www.withersravenel.com ATTN:JAMMIE ROYALL,TOWN MANAGER

DABS,Envelope 10 B069287E-EB€F,4CFBE484-165022AEAC 11
LEGEND GENERAL NOTES FOUNDATIONS:
(UNLESS OTHERWISE DENOTED) 1. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THE WORK SPECIFIED ON THIS SHEET UNLESS SPECIFICALLY 1. MAXIMUM ALLOWABLE NET BEARING PRESSURE MD PSF ON FILL
CALLED OUT IN THE BID FORM.THE WORK SPECIFIED ON THIS SHEET IS CONSIDERED INCIDENTAL AND NECESSARY FOR THE
COMPLETION OF THE WORK.THERE WILL BE NO ADDITIONAL OR SEPARATE PAYMENT MADE FOR THE WORK SPECIFIED ON 2. EXCAVATIONS AND FORMS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING CONCRETE.
DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED THIS SHEET UNLESS SPECIFICALLY CALLED OUT IN THE BID SCHEDULE AND MEASUREMENT AND PAYMENT SECTION OF THE
SPECIFICATIONS. 3. AS DIRECTED BY THE ENGINEER,LOOSE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE BOTTOM OF THE
FOUNDATIONS AND REPLACED WITH COMPACTED STRUCTURAL FILL OR STONE.
2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND ANY
1'CONTOUR INTERVAL -- - "'- -- WOODS UNE ./YYYWY\ NA REQUIRED EASEMENTS ON THE JOB SITE AT ALL TIMES. 4, PLACE CONCRETE FOR WALLS AND SLABS IN ALTERNATE SECTIONS AND PROVIDE CONSTRUCTION JOINTS AT LOCATIONS
5'CONTOUR INTERVAL - - - - - WATERWAYS -' - N/A SHOWN ON THE DRAWINGS,OR AT 30 FEET MAXIMUM.
3. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND THE CONTRACT
PROPERTY LINE ,.,��� -.. -- TREE PROTECTION FENCE WA TP DOCUMENTS. 5. PROVIDE BRACING AGAINST WALLS AS REWIRED TO PREVENT DAMAGE DURING COMPACTION OF FILL
ROADWAY CENTERUNE - ----- SILT FENCE WA SF 4. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY ENGINEER BEFORE EQUIPMENT IS ORDERED. 6. ALL FILL BENEATH STRUCTURES SHALL BE SELECT MATERIAL FREE FROM ROOTS,TRASH,WOOD SCRAPS,AND OTHER
EXTRANEOUS MATERIALS.PLACE FILL IN UFTS NOT EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 95%DENSITY AT OPTIMUM
RIGHT OF WAY LIMITS ----- WA SPOT ELEVATION (36COL17) 339.92 5. ALL KNOWN EXISTING UTILITIES HAVE BEEN SHOWN FROM THE INFORMATION AVAILABLE.IT IS THE CONTRACTOR'S MOISTURE CONTENT AS MEASURED BY ASTM 0898.FILL PLACEMENT SHALL BE UNDER THE CONTROL OF AN INDEPENDENT
EASEMENT LINE - - - - RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTIUTIES PRIOR TO START OF TESTING LABORATORY.
CONSTRUCTION(ONE CALL CENTER 1400-6324949).ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN
CURB&GUTTER - - GUY ANCHOR 4 N/A EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE EXISTING UTILITIES DURING 7. ALL BACKFILL BEHIND WALLS SHALL BE SELECT GRANULAR MATERIAL FREE FROM ROOTS,TRASH,WOOD SCRAPS,AND OTHER
CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR EXTRANEOUS MATERIALS.CONTAINING LESS THAN 20 PERCENT MATERIAL PASSING THE NO.200 SIEVE.PLACE BACKFILL IN UFTS
EDGE OF PAVEMENT - - - - - POWER POLE 'd WA NOT EXCEEDING B INCHES AND COMPACT EACH LIFT TO 95%DENSITY AT OPTIMUM MOISTURE CONTENT AS MEASURED BY ASTM
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,MONUMENTS,OTHER PERMANENT POINTS AND LINES D698.FILL PLACEMENT SHALL BE UNDER THE CONTROL OF AN INDEPENDENT TESTING LABORATORY.
SANITARY SEWER FACILITIES 0 - -0-s; LIGHT POLE 0 N/A OF REFERENCE AND CONSTRUCTION STAKES.A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SHALL
REPLACE PROPERTY IRONS.MONUMENTS,AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
STORM SEWER FACILITIES -rnim� PROPERTY IRON • N/A CONTRACTOR. CONCRETE:
WATERLINE -1.. -w-rv- CURB INLET 4. WA 7. CONTRACTOR SHALL CLEAR AND GRUB ALL UTILITY EASEMENTS,AS DIRECTED BY THE OWNER,TO INSTALL NEW UTILITIES 1, CONCRETE SHALL DEVELOP 4000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED.
FIRE HYDRANT ASSEMBLY C-B4-- STORM DRAIN JUNCTION BOX 0 WA B. THE CONTRACTOR SHALL FURNISH,INSTALL AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT 2. CONCRETE WORK SHALL CONFORM TO'BUILDING CODE REQUIREMENTS FOR REINFORCE CONCRETE,AC1318-95 AND
• FORCE MAIN ---FM- -EM YARD INLET In WA SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS.RIVERS.ROADWATS.ETC.FROM SILTATION AND EROSION. •ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES'.ACI 350R-89.
RECLAIM WATER E A- �A�R, WATER METER MN WA 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF 3 IN ADDITION,CONCRETE WORK SHALL CONFORM TO'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS',ACI 301.96.
NEW WORK.THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT EXCEPT AS OTHERWISE NOTED.
ELECTRIC ---E- WA CONCRETE MONUMENT O WA IN THE BID FORM.ANY RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE AFFECTED UTIUTY COMPANY.
OVERHEAD ELECTRIC ---CHE- N/A TELEPHONE PEDESTAL G WA 4. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS SPECIFIED IN CHAPTER 12 OF ACI 301-89 EXCEPT
IS. THE CONTRACTOR SMALL SUPPORT ALL UTIUTY POLES AS NECESSARY.THE CONTRACTOR SHALL POLYETHYLENE FILMS SHALL NOT BE USED FOR THE CURING OF CONCRETE WORK.
GAS MAIN ---A- WA MAIL BOX g WA COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
5. CONCRETE FORM WORK SHALL CONFORM TO ACI 347R-7B(84)AND ACI MANUAL SP3.
TELEPHONE ---T- WA •
WATER VALVE A HRESTORE/REF/LACEII. CONTRACTOR SHALLRESTORE/REF/LACE All SIGNS,MAILBOXES.ETC.ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL
CONDITION. 6. PROVIDE CONSTRUCTION OR CONTROL JOINTS AT LOCATIONS SHOWN ON DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION,
STRUCTURES - - CHECK DAM WA rtsni AND AT 30 FEET MIWMUM.CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED I0'-0'MINIMUM DISTANCE FROM ALL WALL
FENCING STRUCTURE -o o- INLET PROTECTION WA
O 12. THE CONTACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS OTHERWISE NOTED ON THE
DRAWINGS. INTERSECTIONS.
"` e� xr
TELEVISION PEDESTAL P WA SILT FENCE WA Al 7, CHAMFER EXPOSED EDGES OF CONCRETE 314 INCH,UNLESS OTHERWISE NOTED.
13. ALL DRIVEWAYS SHALL BE REPAIRED AS SOON AS CONSTRUCTION HAS PASSED.A MINIMUM OF 8'OF CABC SHALL BE USED
WATER MANHOLE ® WA SILT FENCE OUTLET WA rlllll1' FOR TEMPORARY REPAIR ON ASPHALT AND CONCRETE DRIVEWAYS UNTIL PERMANENT REPAIR CAN BE COMPLETED ANDA
MINIMUM OF 6'OF CABC SHALL BE USED AS PERMANENT REPAIR ON GRAVEL DRIVEWAYS.
TELEPHONE MANHOLE 0 WA WETLANDS ( REINFORCED STEEL
.J 14. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE UNITS OF DISTURBANCE DURING UTILITY
FLARED END SECTION R WA INSTALLATION.THE CONTRACTOR SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL OF DOMESTIC MANUFACTURE CONFORMING TO"STANDARD SPECIFICATION
SANITARY SEWER MANHOLE 0 WA
CONTROL RUN-OFF,ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED FOR DEFORMED AND RAIN BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT,'ASTM MI5.GRADE 60.
OF LEGALLY.
GAS VALVE dl'I WA 2. WELDED WIRE FABRIC SHALL CONFORM TO"STANDARD SPECIFICATION FOR WELDED STEEL WIRE FABRIC FOR CONCRETE
15. HORIZONTAL DATUM IS NAD 83.
REINFORCEMENT,ASTM AIRS.
ELECTRICAL UTIUTY MANHOLE 0 WA
16. VERTICAL DATUM IS RAVD 88 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE•ACI DETAILNG
ELECTRICAL PEDESTAL I) WA MANUAL-1994,PUBLICATION SP-66(94).
WA PROJECT SPECIFIC CONSTRUCTION SEQUENCE PLAN
SIGN 4. REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING CONCRETE.
1. THE CONTRACTOR MAY COMPLETE THE WORK OUTUNED IN THE PROJECT IN THE ORDER DEEMED NECESSARY BY THE
FIBER OPTIC MARKER WA CONTRACTOR TO COMPLETE THE PROJECT IN THE MOST EFFICIENT MANNER POSSIBLE,WITH THE FOLLOWING EXCEPTIONS: 5, PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS,SLABS,
1.1. THE HEADWORKS MODIFICATIONS SHALL BE COMPLETED AND PASS INSPECTION BEFORE STARTING UP THE UPGRADED GRADE BEAMS AND WALLS.OR PROVIDE HOOKS IN HORIZONTAL BARS IN ACCORDANCE WITH'ACI DETAILING MANUAL'
INFLUENT PUMP STATION.
12 THE NEW 18-INCH FORCE MAIN FROM THE INFLUENT PUMP STATION TO THE HEADWORKS SHALL BE INSTALLED AND PASS 6. PROVIDE 4#6 BARS(2 EACH FACE)AT EACH SIDE OF OPENINGS IN SLABS AND WALLS AND EXTEND Z-0'PAST OPENING,IF SUCH
TESTING BEFORE STARTING UP THE UPGRADED INFLUENT PUMP STATION. AN EXTENSION IS NOT OBTAINABLE,TERMINATE THE BAR WITH A STANDARD HOOK.
1.3, THE TERTIARY FILTER REHABILITATION WORK SHALL BE COMPLETED AND PASS INSPECTION BEFORE STARTING UP THE
NEW IRRIGATION PUMP STATION,TRANSFER PUMP STATION,AND THE UPGRADED INFLUENT PUMP STATION. 7. FABRICATE CONTINUOUS BARS IN WALLS AND SLABS TO THE LONGEST PRACTICABLE LENGTHS.
GENERAL CONSTRUCTION SEQUENCE PLAN. 8. LAP LENGTHS SHALL BE'CLASS 8'TENSION LENGTHS AS SPECIFIED IN TABLE 5-5(8)IN THE CRSI HANDBOOK-1992,UNLESS
OTHERWISE SPLICES SHALL BE STAGGERED SO THAT NOT NOTED ON THE DRAWINGS.MORE THAN ONE HALF THE BARS ARE
1. NOTIFY THE STATE OF NORTH CAROUNA DEPARTMENT OF ENVIRONMENTAL QUALITY WASHINGTON REGIONAL OFFICE AT SPLICED AT ANY ONE LOCATION.
252-9488481 OF CONSTRUCTION COMMENCEMENT AND SCHEDULE PRE-CONSTRUCTION CONFERENCE IF REQUIRED BY THE
STATE OF NORTH CAROLINA ENVIRONMENTAL ENGINEER 9. HOOKS SHALL BE IN ACCORDANCE WITH THE ACI SPECIFICATIONS,UNLESS OTHERWISE NOTED.
CROSS REFERENCING SYSTEM 2. INSTALL CONSTRUCTION ENTRANCES,SILT FENCE,STONE DRAINS,AND OTHER MEASURES AS SHOWN ON THE APPROVED 10. HIGH CHAIRS OR SAND PLATES(HCP)SHALL BE USED TO SUPPORT REINFORCING STEEL IN FOOTINGS,SLABS AND OTHER
PLAN.CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES.SEED TEMPORARY DIVERSIONS,BERMS,AND BASINS MEMBERS IN CONTACT WITH THE EARTH.
IMMEDIATELY AFTER CONSTRUCTION.
3. BEGIN CLEARING AND GRUBBING.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL INSTALL SILT FENCE AROUND WATERSTOPS'
(1)A SECTION CUT ON DRAWING 315 STOCKPILE AREAS.DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER
IDENTIFIED AS FOLLOWS: 1. PROVIDE CONTINUOUS PVC WATERSTOPS WHERE SHOWN ON DRAWINGS,AT EXTERIOR WALL CONSTRUCTION JOINTS AND
4. ALL EXCAVATION SHALL BE BACKFILLED DAILY AND ALL SPOIL SHALL BE PLACED ON UPHILL SIDE OF TRENCH WHERE POSSIBLE. WHERE DIFFERENTIAL HEIGHTS OF FLUIDS EXIST ON ETHER SIDE OF WALL
DIRECTION OF VIEW ini...i SECTION LETTER 5. AREAS TO BE LEFT DORMANT FOR LONGER THAN 15 WORKING DAYS OR 21 CALENDAR DAYS SHALL BE TEMPORARILY STABILIZED WITHIN SEVEN GAYS. 2. WATERSTOPS SHALL BE MANUFACTURED OF VIRGIN MATERIAL COMPOSED OF AN ELASTOMERIC POLYVINYL CHLORIDE
COMPOUND MEETING THE REQUIREMENTS OF CORPS OF ENGINEERS CRPC572.SUBMIT MANUFACTURER'S LITERATURE
SHOWING COMPLANCE WITH THE ABOVE SPECIFICATION AND SHOWING WATERSTOP SHAPES FOR USE.
Mr�"DAWING WHERE 6. CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION AND AFTER EACH RAINFALL EVENT TO DETERMINE WHICH AREAS CAN
BE TEMPORARILY OR PERMANENTLY SEEDED,WHICH DEVICES NEED MAINTENANCE.REPAIR,ETC.AND TO ENSURE THAT THE 3. WATERSTOPS AT CONSTRUCTION JOINTS SHALL BE B INCH MINIMUM LENGTH'DUMBBELL"TYPE UNLESS OTHERWISE INDICATED
SECTION IS DETAILED EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY.PERFORM ANY NECESSARY MAINTENANCE.
ON DRAWINGS.WATERSTOPS AT EXPANSION JOINTS SHALL BE 91NCH MINIMUM LENGTH'DUMBBELL'TYPE WITH 314 INCH
MINIMUM INSIDE DIAMETER CENTER BULB.UNLESS OTHERWISE INDICATED ON DRAWINGS.
(2)ON DRAWING 4 THE SECTION IS 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE.ALL AREAS TO BE PAVED
IDENTIFIED AS FOLLOWS: SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE MAINTAIN DIVERSIONS,INLET 4. ALL SPLICING OF WATERSTOPS SHALL BE SHOP FABRICATED EXCEPT THAT BUTT SPLICES MAY BE FIELD FABRICATED,
PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED.
SECTION O''-SECTION LETTER
8, FERTIUZE,SEED,AND MULCH ALL DISTURBED AREAS ACCORDING TO SEEDING SCHEDULE.
NOT TO SCALE 7 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED,CALL FOR AN INSPECTION BY AN ENVIRONMENTAL
��•DRAWING ON WHICH INSPECTOR
SECTION WAS CUT
(3)DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER 10. IF SITE IS APPROVED,REMOVE ANY TEMPORARY DIVERSIONS,SILT FENCES,STONE DRAINS,SEDIMENT TAPS,ETC.AND
TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED RE-GRADE AND SEED OR STABILIZE ANY RESULTING BARE AREAS.
NUMBERS RATHER THAN LETTERS. 11, WHEN VEGETATION HAS BECOME ESTABUSHED,CALL FOR A FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR.
N ��DETAIL NUMBER OBTAIN CERTIFICATE OF COMPLETION AND REMOVE ALL EROSION CONTROL MEASURES WITHIN 30 DAYS.
DETAIL 1O
NOT TO SCALE
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OR SECTION IS SHOWN
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FOR BIDDING PURPOSES ONLY
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AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS RIO WithersRavenel Sheet No
- CONTRACT II GENERAL NOTES AND LEGEND %. Engineers PAP MARCH 2O21
9 C0000J By Mob No. En Planners I Survey
ors1
1CM A MCA, 021RID0s02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA ,„„,,,enanUBveleary,NCI75]Ic 919469aa401license A C-06321 www.m6er:.a.enelcom

WCrSgn Envebpe ID 666S2R7EFB6F4CFRRAR0.165022AE6C11
PROPOSED 18'PVC FORCEMAIN
I2"p','l"PAID LIME
a Da> MANUAL BAR SCREEN (-----
INFLUENT PUMP STATION
/\ � PARSHIILL FLUME GRIT CLASSIFIER FLOW SPUTTER
24'DIP INFLUENT GRAVITY LINE FROM SEWER COLLECTION SYSTEM D/I i/`X/^VI' D< MECHANICAL SCREEN
PERMIT NO.WOCS00129 OXIDATION
ADP 2.0 MGD X
DITCH I
PEAK 6.48 MUD •-
EX.12'FORCEMAIN
EX.MANUALLY 1T PVC
THROTTLED \ / ANOXIC BASIN
EX.1,750 GPM INFLUENT PUMPS ///��� ///��� ///��� DRAIN VALVE. V 17 DIP
EX.750 GPM INFLUENT PUMPS NORMALLY V V \ MIXED LIQUOR
J \ , \ / \ CLOSED t8 PVC >
IX]
FLOW SPLITTER
�-EX.6"PVC IX] >
DRAIN LINE A
MANHOLE MANHOLE MANHOLE O, EQUALIZATION BASIN A ANOXIC BASIN
8"PVC DRAIN LINE
OXIDATION
DITCH 2
8'PVC BACKWASH PROPOSED B'DRAIN EX.15'VCP EX.8'PVC EX.10'DIP
UNE TO CONNECT DRAIN LINE DRAIN UNE DRAIN UNE
TWO EX MANHOLES
12'DIP WEDLIQUOR--\\.,
12'PVC OXIDATION DITCH
DRAIN LINE
I
12"PVC RA.S.
V
> TRAVELING BRIDGE
(--
TERTIARY FILTER 1A
UV DISINFECTION CHANNEL 1
FLOW SFLITTER \ TO EXISTING OUTFALL AT
RIVR
R'CIP RA.�. CLARIFIERI TRAVELING BRIDGE 20'DIP v MA
NHOIE TP DIP > 78'DIP >
PROPOSED PARSHALL FLUME IS'DIP > NPDES PERMNE CAPE IT NOEN0002055
8'DIP SLUDGE \ TERTl4RY FILTER iB PERMITTEY D 1.0 MONTHLY AVERAGE
\\ 12"DIP 2A'DIP
UV DISINFECTION CHANNEL 2
I, Ex.MODULATING
MANHOLE BUTTERFLY VALVE EX TRANSFER PUMPS TO BE MOVED
CLARIFIED AND REUSED ON PROPOSED TRANSFER
EFFLUENT '\v...:k PUMP STATION EX.METER
(--
12'DIP TRAVELING G FILTERBRIDGE
12'DIP t.�♦��/ >
TO PROPOSED SPRAY
CLARIFIED TERTIARY 2A 7.T PVC RECLAIM WATER IRRIGATION FIELDS
EFFLUENT IRRIGATION M NON-DISCHARGE PERMIT
IB'DIP PUMP STATION NO.W00029169
/// CLARIFIER 2 12'DIP 12'PVC RA.S. 18'DIP PERMITTED FLOW
/ )�B BU MODULATINGTTERRFFLYYVA
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560.893 GPD
TRAVELING BRIDGE EX METERING U
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PROPOSED PROPOSED UPGRADED
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6'BACKWASH�� 6'BACKWASH MODULATING IRRIGATION PUMPS
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PROPOSED TRANSFER
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10'PVC RUE. FILTER BACKWASH PUMP STATION 2 FILTER BACKWASH PUMP STATION 1
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PROPOSED REUSE OF
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6'PVC DRAIN UNE FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
1
No. Revision Date BY D""K"' Sole
1CM A6 NOTED MOUNT OLIVE WWTP IMPROVEMENTS
Drawn By Date �� Withers Ravenel 5neerNa.
PAP MARCH 2O21 CONTRACT II PROCESS FLOW DIAGRAM I� Englneer6 I Plaoner6 I Surveyors
6 Checked By lob No. 2
1CM6 MCW ouamos.Oz TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MacKenan Dove I Cary.NC 27s11 IC 919A6933a0 umensea:C-0832 I vivoymmer,re.eneLCom

W cuSpn Envelope ICE 6069287E.EBSPRCFBb4B416SD22AEIC11
GENERAL NOTES:
1, PER NPDES AUTHORIZATION TO CONSTRUCT(ATC)PERMIT REQUIREMENTS:
1.1. NORMAL W.L.EL.IS AT AVERAGE DAILY FLOW(ADF)OF 2.0 MGD WITH ALL TREATMENT TRAINS IN SERVICE.
1.2. PEAK FLOW W.L.EL.IS AT PEAK HOURLY FLOW OF 6.48 MGD WITH ONE TREATMENT TRAIN OUT OF SERVICE.
2. VERTICAL DATUM IS NAVD 88
PARSHALL FLUME CREST EL 153.98' HEADWORKSI
NORMAL W.L EL 154.91' NORMAL OUTLET WEIR EL 152.9T
NORMAL W.L EL 155.42' PEAK FLOW W.L EL 155.99' EQUALIZATION WEIR EL 154.17'
r1) PEAK FLOW W.L EL158.48' FLOW SPUTTER NORMAL W.L.EL 153.77
160 711 PEAK FLOW W.L EL.154.56' 160
,,� TOP OF BERM EL 153.50
1 +;-.tJ' . '. EQ.BASIN WEIR EL 142.91
_ - NORMAL W.L EL 143.18' -WEIR EL 141.94'
_ INV.155.03 EL 151.96" "1 �F'EINI y - MA%1MU.. __ PEAK FLOW W.L.EL 145.94' PEAK FL W.L.EL.14 143
150 - - ll PEAK FLOW W.L.EL 143.5G 1 50
ii
2 EX 20 HP PUMPS AND 2 EX 40 HP PUMPS 1 `
ONE i 20 HP PUMP AT 750 GPM "'m +• -WEIR EL.140.25'
() cp o ". TOP OF WALL El.146.24' NORMAL W.L EL 140.52'
TWO(2)2DHP PUMPS AT 1,500 GPM o? "' 18" • INV.147 50' NORMALLY PEAK FLOW W.L EL 143.56'
ONE(1)40 HP PUMP AT 2,050 GPM iz EL.145.13' .:
1r'M z it< NORMALLY CLOSED CLOSED ., OXIDATION DITCH
TWO(2)40 HP PUMPS AT 3,100 GPM a - EL 141.50' V-NOTCH WEIR EL 138.04'
MAX TOTAL FLOW=4,800 GPM 'a:,',1 MANUALLY THROTTLED 4 TOP OF WALL EL.14360' NORMAL W.L.EL.138.12'
U 9.7.la MEP 4I I !.4 PEAK FLOW W.L.EL 138.19'
140 g§ _;,I,I�__'-Y0' ® 140
CONTRACTOR TO VERIFY ♦ 7"F= U7 :' CLARIFIER TOP OF WALL EL.139.00'
' RIM AND INVERT �,- F4
01111.01
_I Y ELEVATIONS AND UNE SIZES - ,�I
�I,- 17 WALL PIPE
A^ ;
e'
TOP OF SLAB EL,133.16' Mt.
km. T- (�1 (f�
TOP OF WALL EL 132.50' V ? l
EL.130.93
130 6 II i ill NORMALLY CLOSED7.
.. .n• 30
•
I S INY.129,00 .I; ��•HIGH WATER ALARM EL 127.50 241
♦ ' s-ak �-I+
LAG PUMP ON EL 125.00' ~ '•� 8" ••
• - RETURN FROM 17 y�.
LEAD PUMP ON EL.124.50' 54)AY UPSET POND EL.722.00'
EL.123.83'
INV.12407 INV.12520' NEW 8"LINE BETWEEN EX
PUMPS OFF EL.121.50 MANHOLES.CONTRACTOR
. 1111111111111111111.11111111111111111111111
120 OWWATER ALARM EL.121.00 TO VERIFY DEPTH. Y Lim
' 120
L : `. EL.119.00' `I�. ��_
INFLUENT PUMP 411.4. 8
T
STATION TO RASANAS PUMP STATION
110 110
17 -
I 11
WEIR EL 127.28' 18" TO PARSHALL FLUME y
NORMAL W.L.EL 127.88' ///}((���
PEAK FLOW W.L.EL 128.67' / f�
d_ 2 DUTY PUMPS,1 STANDBY PUMP
OVERFLOW WEIR EL 133.33' WEIR EL 127.90' 1 PUMP AT 888 GPM
RIM EL 134.50 NORMAL W.L EL.132.54' NORMAL W.L.EL 128.28' 2 PUMPS AT 1,778 GPM
140 PEAK FLOW W L EL 133.20' PEAK FLOW W.L EL 129.27' �. TO IRRIGATION FIELDS 1 40
12" WEIR EL 132.97- TRAVELING BRIDGE FILTER •- ,
WEIR EL.131.61' 10' 17
NORMAL W.L.EL 133.16' NORMAL W.L EL.131.79'
PEAK FLOW W.L.EL 133.54' PEAK FLOW W.L.EL 13206' UV 8 POST AERATION .... 1 DUTY PUMP,1 STANDBY PUMP 18'
TOP OF WALL EL 124.75' TO IRRIGATION POND I5 DAY UPSET POND y PARSHALL FLUME CREST EL 125.85
WEIR 18. 2 PUMPS AT 3,500 GPM 4 NORMAL W.L.EL PEA OW W.L E26.75'Jr. .1,1,. .
R
'1 __._..
1 PUMP AT 7,750 GPM 1"
TOP OF WALL EL 131.00' rUV O. TOP OF WALL EL.131.50'
I �m El m
130 2 24' __-- ;_ 10P OF WALL EL.131.50 NV EL.125.5615 G TOP OF WALL EL I31.00 130
„ �I�♦1 . EL 12842 _---_ it
_-_ - -. _ - _.__ - .f
1& _-_ 0
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("•' 7'i `'^ N. ��pp \ / LEAD PUMP ON EL.126.50' INV.EL 12500 '3) 18" TO EXISTING
20' I.:umw,...i25,7v3I INV.724.00' i6 d I. INV.724.00' IN
INV.128.97. ' a@6J1133q7 OUTFALL
s '9' 1111�J PUMPS ON EL 124.00' I-I 4: y'X• ':' 3`nl'• 41
EL.124.83' 1 J1 - fs
1 20 i:F r PUMPS OFF EL 122.00'
1 INV.125.37 , ' L::''"�' - .tom 1 PUMPS OFF EL 121.39 120
1. INV.125.33' IT 18' IC�i 18'
t EL 118.00' u m.wa..w ...::::.:::...:....
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FES S%p�.•N9o .�.. ei..J O N
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3 PROPOSED
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s
110 D/ 110 -... .•.s ,.
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No. Revision Date By cengner scale
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OrsonB, Dote Aid. WithersRavenel
PAP MARCH2021 CONTRACT II HYDRAULIC PROFILE ppP Engneers I Planners I Surveyors
4 Checked Bc lob No 3
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I No. Revision Date 6Y re„gt�' kale MOUNT OLIVE WWTP IMPROVEMENTS lens AS NOTED S�.ee�No.
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Doc.,Envelope ID 8069287E-EB .4CFB-6CB4165D22AE6C11
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\ \\ \\ \ I PROPOSED TRANSFER PUMP STATION
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\ \ \ \ L I EXISTING IT BUTTERFLY VALVE WITH
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/ I I PUMP STATION.SEE TRANSFER PUMP "'�
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BACKWASH STRAINER AND%PING ■ ' REMOVE AN VALVE
%PING AND VALVES
•
-VERTICAL TURBINE PUMP AND MOTOR �� I ����
TO BE MOVED TO NEW TRANSFER ir'4
PUMP STATION,ttP. 1 1 EXISTING PIPING TO BE REMOVED �; /
EXISTING PING �I 1 ■ /, F . p /
TO BE REMOVED.ttP. 011#111 I ` li �I�-j��
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INSTALL 12'BLIND FLANGE AT
ill %,.
TOP OF EX DIP SPOOL.ttP. ` j 1. /'\"\"\'\ - / \\ \\\\\\\
Ss SS SS
♦r ® / REMOVE EXISTING PIPING AND VALVES.ttP. \\\j/\� / \\j////
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17 H0•MJ BEND TO BE REMOVED i Qj WLLANNUUIETE,TY
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17 q DISCHARGE TO BE REMAIN-� I I ;��
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RECLAIM WATER UNE
1 EX B•DIA METERING MANHOLE
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No. Revision Date BY Designer Scale I /CM AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS IRRIGATION PUMP STATION WI WithersRavenel
Sheet No
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MARCHDa
PAP ARDR 2021 CO NTRACT II DEMOLITION PLAN 1 Engineers I Planners I Surveyors 10
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DecoSign Envelope ID 8069291E-EB6F<CFB-6404165022AE6C11
/
//
/ /
/ /
/ /
/
/ /
/ / /
/' // /' � /�
/ / / // EX I PVC JG RETURN LINE EX 17 PVC FORCEMAIN
// // / ROM IRRIGATION LAGOON TO IRRIGATION FIELDS
// ' r
/ //
' +e
EX I7 PVC FORCEMAIN // /'
TO IRRIGATION LAGOON\/ // INSTALL PRESSURE INDICATING
/ / TRANSMITTER.ROUTE SIGNALS
/// /// -I TO IRRIGATION PLC PANEL.
' / EX 12"BUTTERFLY VALVE WITH
/ /
/ / ELECTRIC MODULATING OPERATOR I /r. —EX WOOD BUILDING
/ / ==y TO REMAIN VERTICAL TURBINE PUMP
' / IJI AND MOTOR-\
/ N P/CCAP WITH CORD GRIP INSERT INSTALL NEW 10'CHECK VALVE,NEW 10'
1 J. ROUTE CONTROL WIRE IN 2'SCH 40 PVC GATE VALVE,AND 10'DI SPOOLS.TYP.
4 I 316SS EATON MODEL 90 SIMPLEX BASKET CONDUIT TO PUMP CONTROL PANEL
STRAINER WITH QUICK OPEN COVER OR
ENGINEER APPROVED EQUAL CONTRACTOR TO ALL EX PUMP BASE
MODIFY PIPING AS REQUIRED FOR PROPOSED OPENING WITH 1
VERTICAL TURBINE BASKET STRAINER. CONCRETE r _
PUMP AND MOTOR,TYP. ; ' \i-ROUTECONDUITAND - a .
ADAPTER FLANGED COUPLING EXISTING CONCRETE PUMP BASE WIRE TO IRRIGATION
j
/�/��\ _.�//���/�.,'J PLC CONTROL PANEL ❑C jl ��14[ •
\� ni O)—_a\\/J_ FILL VOID WITH -
CONCRETE INSTALL STILLING WELL IN �� ADJUSTABLE PIPE
1 EX PUMP 845E OPENING �� %// I j I SUPPORT,TYP.
U ; TS 131.50'
INSTALL 17 BLIND FLANGE AT
TOP OF EX.DIP SPOOL O I" :/\\//\\//\\//\\//\\/\\/\\/\\/\\/\\
• 17 d5'MU BEND "'•a'�
INSTALL NEW 70'CHECK CONNECT TO EX.12' :G\�//\�//\\/
VALVE,NEW 10'GATE VALVE, DISCHARGE PIPING %/\
®_.. AND 10'DI SPOOLS,TYP.
1 _ �.J 70'DI SUCTIG,TYP.
1 J PIPINP. HIGH WATER 127.00'
12'45'MJ BEND 1 �/ _ 1 '
•
CONNECT TO EX I7 •
- -
DISCHARGE PIPING is 12'DI FORCEMAIN FROM TRANSFER BACKUP FLOATS TYP. —
PUMP STATION SEE SHEET 9 FOR EX.WET WELL
12'01 FORCEMAIN FROM TRANSFER INSTALL fi'PVC STING NG WELL CONTINUATION PUMPS ON 124.00'
PUMP STATION SEE SHEET 9 FOR / •
/ IN EX PUMP BASE OPENING
CONTINUATION�/ O •
/ //
1 / / — ` _ _' PUMPS OFF 722.00'
``i // IIII /�-\�' �A�/ � MIN 6'SCH 40 PVC PIPE SECURED TO WET WELL—.' I LOW WATER 127.50'
-1 0 WALL WITH STAINLESS STEEL STRAPS AND 7.—� R
EX 48'336-ACCESS HATCH r I // O _ III =�—_\%�1 v HARDWARE AT MIN 5INTERVALS.SECURE PIPE MIN 44'
I I 1 I J TO PREVENT VERTICAL MOVEMENT SUBMERGENCE, 1 }} 3LL
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iI `l 1 II //j p/Oj/\i nil .j'/)ii/\.4-TS 118.00'
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AND INSTALL 18'MJ TEE
L 1I2 REUSE LINE
C J I
i EX.6'DIA.METERING MANHOLE 1 I
PROPOSED 18'DIP TO TRANSFER PUMP STATION
3 T SEE SHEET 9 FOR CONTINUATION
i
j PUMP STATION PLAN PUMP STATION SECTION OA
!{ SCALE:318'=1,0" SCALE:3/8,1-0'
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I FINAL DRAWING
FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
1 No. Revision Date By oemgner Scale
CM Date AS NOEO MOUNT OLIVE WWTP IMPROVEMENTS
�Drawn By IRRIGATION PUMP STATION 0 WithersRavenel
PAP MARCH2021 CONTRACT II %.
Checked 8y me No Engineers I Planners I Surveyors
1CM&MCW o21B1005U2 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA PLAN AND SECTION 115 MxRqun Drive I Cary,NC 275111 t 919 459 3 3 4 0 1&enu e:C-0832 I www.wiNersravenel.cwn

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NMIN 5 PIPE DIAMETERS OF STRAIGHT PIPE 12E 'FLANGED COUPLING ADAPTER,TIP.
UPSTREAM OF METER AND 3 PIPE 12'SWING CHECK VALVE i EX.VERTICAL TURBINE PUMP
DIAMETERS DOWNSTREAM REQUIRED. REUSED FROM EX.IRRIGATION PUMP SYPHON AND MOTOR RELOCATED TO NEW
TRANSFER PUMP STATION,TYP.
17 ELECTROMAGNETIC 72'GATE VALVE ^
FLOW METER REUSED FROM���\ri
'rt
EX IRRIGATION PUMP STATIONJL JJJLLL1?FLGD TEE Y PVC CAP WITH CORD GRIP INSERT
ROUTE CONTROL WIRE IN 7 SCH 40 PVC
12'90'BEND _ ti- `7, y' I CONDUIT TO PUMP CONTROL PANEL
/,�/�J/�/� CONCRETE PUMP BASE 30'x48'SINGLE LEAF
- - - - 1``fC(./{ rt.,_ ALUMINUM ACCESS HATCH
/Y/ -46t
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12'DI DISCHARGE ADJUSTABLE PIPE
SUPPORT.TYP. 17 FL z PE DI SPOOL
TS 131.50'
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4 S w I '- ' GRADE 131.00't
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MIN.6'Nfi7STONE c e . CONTROL PANEL
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1127.0'
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CI '•/ ^ LEAD PUMP ON 128.SD'
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° e WALL WITH STAINLESS
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FRP COVER.MESS 534R-7 OR ENGINEER � - ri \\ / HARDWARE AT MIN S'
APPROVED EQUAL CUT COVER TO FIT Ir a I8'DI90'BEND v INTERVALS.SECURE PIPE TO
OVER PIPE AS REQUIRED. U- ___ PREVENT VERTICAL
MOVEMENT
12'ELECTROMAGNETIC I I 4 4
FLOW_ /
METER I --�2'-5' 10'DIV.PRECAST CONCRETE WETWELL NEW BACKUP
I I I < I� `I ��FLOATS
/ 1____L`\ swcsnwncwEu
ICONCRETE PUMP BASE.ttP. I I PUMP OFF 121.79'
12.90'MJ BEND /�// FL---1� I� II
112'FLOC TEE / 17
i i-� `\\ I) 1
=1= I I / I/ \I \ LOW WATER 119.39'
—[- 1 1 i I
� :1� (�/\�����/\j) �;i ll[W".."
/rj11` \\ �/ \\1 4. 753'
I - 2'-0. - TS'.117.38' e a a a 11' a - e
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1 2.-0. ) MIN.12667 STONE - Y:,Y6114.;788.!Y:1Y:.Y:6Y:4Y:L.:,.:9,6:41 +Y.4Y.-Y_1.6:4.; Y.,,,: .
1 1 �, Q/ MINIMUM COMPACTIOCOMPACTED SUBGRADE
N SHALL BE 95%OFHE I�`� I`��`I`````1`��````` ``��`����I```4 ``�� `��``I./`��
•'*' `mog. -J / OB988)AM MOISTURE CONTENTS VARYINGUM STANDARD PROCTOR ITY(ASTM
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12'90'BEND,TYP. III �a�� J lai\ I / BELOW TO 3%ABOVE OPTIMUM MOISTURE CONTENT
72'SATE VALVE,TYP. \\ /V
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REUSEDVALVE, EX �2'-0' 1',8' �.' PUMP STATION SECTION A
IRRIGATION PUMP STATION \� -_�� SCALE'.1/2,1,0' -
17 SWING CHECK VALVE,TYP.
REUSED FROM EX IRRIGATION PUMP STATION 30'548-SINGLE LEAF
ALUMINUM ACCESS HATCH
17 FLANGED COUPLING ADAPTER,TYP.
EX VERTICAL TURBINE PUMP II_ b
AND MOTOR RELOCATED TO
NEW TRANSFER PUMP
STATION,TYP. ELECTRIC VALVE OPERATOR
_ TS:131.5D'
PUMP STATION PLAN 1 1 e
SCALE.12'=1,0' ' - G
4
t
18'BUTTERFLY VALVE WITH V ELEV:127.50'
C
ELECTRIC MODULATING OPERATOR
•
I I 18'DI SPOOL
{e NOTES: (1 n C„SwA4f7;vn Sf
E 1 T-UNE
EXCAVATION UNDERCUT ENEA HHNICAL REPORT VHEOTRANSFERIN MPUMP STATIONWETWELLTION AVAILABLE TO RS CONTRACTIOR SHALL N OF THE RETAIN THE SERVICES OF ATOR SHALL PROVIDE GEDTE HNICAL ENGINEER TO ,. • i ,:',?O✓/E55%ON•N9''
j OBSERVE,DIRECT,AND DETERMINE THE FINAL UNDERCUT DEPTH REQUIRED FOR THE SUBGRADE.THE GEOTECHNICAL ENGINEER SHALL PROVIDE A FINAL REPORT Is
36 CERTIFYING HE SUBGRADE REPAIR IS SUFFICIENT THAT IS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLNA.ONCE TaP � �r':
E THE BEARING SOILS ARE APPROVED BY THE GEOTECHNICAL ENGINEER.THE EXCAVATION SHALL BE BACKFILLED TO PLAN GRADE[BOTTOM OF TRANSFER WETWELL ` 11'641.
G - 18'0190'BEND i 04R35 j
SLAB)WITH NUWASHED STONE AND COMPACTED AT THE SURFACE USING A VIBRATORY COMPACTOR.ALL UNSUITABLE FILL MATERIAL SHALL BE REMOVED FROM
THE PROJECT SITE BY THE CONTRACTOR.FOR BIDDING PURPOSES,ASSUME 8'-S OF UNDERCUT BENEATH THE PROPOSED DEPTH OF THE BOTTOM OF THE TRANSFER 18'DI INFLUENT FROM OS BASIN % ti N O;./
WETWELL SLAB.IF THE CONTRACTOR ELECTS TO USE AN ALTERNATIVE FOUNDATION REPAIPJSUPPoRT DESIGN(SUCH AS PIERS OR PILES)THE DESIGN MUST BE RN:124.00 a '''•.'2 Nyy``•,.
SIGNED AND SEALED BY A QUALIFIED NORTH CAROLINA PROFESSIONAL ENGINEER THAT PRACTICES IN THE GEOTECHNICAL/STRUCTURAL ENGINEERING DISCIPLINES.
1 A THIRD PARTY GEOTECHNICAUSTRUCTURAL ENGINEER SHALL ALSO BE PROVIDED BY THE CONTRACTOR TO OBSERVE INSTALLATION OF THE PROPOSED "9/26/2021
FOUNDATION REPAIR/SUPPORT DESIGN PROVIDED BY THE CONTRACTOR.ALL COSTS ASSOCIATED WITH PROVIDING AND INSTALLING AN ALTERNATIVE DESIGN SHALL
j BE RE RESPONSIBILITY OF HE CONTRACTOR. SECTION111111 FINAL DRAWING
2. ALL UNSUITABLE SOIL SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
I 3. ALL NEW FORCE MAIN SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE AND FITTINGS. SCALE I?=1'-0' FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
ri NO, Revision Date By °e,:ene, Scale MOUNT OLIVE WWTP IMPROVEMENTS a/
} 1CM AS NOTED Withers Ravenel Sheet Ns
S °raven ev PAP °°`e MARCH TRANSFER PUMP STATION PLAN AND SECTION Engineers l P:ars,ers I Surveyors
Checked Si lob No
CONTRACT II 2
1CM6mcw 02181130S02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 11s m.,cKesan Dom l Cary.NC"ill ISSSaT9.3xo licence pCOASz I»w...„tme,:r,.eneL<om

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03 �/ oV / \ry \�\ p• / TRANSDUCERS. E CONDUIT FOR
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S I ja // / —•'U` PIPING ISOLATION
I / / / /
I / // / \w / PARSHALL FLUME PLAN
ROUTE POWER AND CONTROL WIRE FOR // // H /, SCALE.3/8"=1LO"
ULTRASONIC LEVEL TRANSDUCERS IN /`y
// I / 4-414111S46.../.-,
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/ i
. J �•/ SEEDETAI,THISSHEET /!9 / F //21// / S'1' 8'2'ALUMINUMGRATING/ \ / B /'///A1.71 TOP.132.50
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RIM:131MH I �� /� I /'/ 18'%PE BOOT y BUTYL RUBBER SEAL
\ 4 a TOP OF FLUME 128.SD' •
\F IV I IN FROMLD BASIN:123.99 / / LW ID'SE BYPASS
BYPASS GPING. / . I' EX 18'NT 3-0•-�'•.
'INV IN FROM OLD PLANT:123.BB / SEE BYPASS PIPING NOTES, EFFLUENT I 3•0*
\INVWv123.88 8 �. 4 THIS SHEET. / i'!/ SEWER —1 CREST EL:12S85' 18'%PE BOOT,ttP. E 1E�EFFLUENT
..r'\ I`\ a°' /` ! r I�� INV:125.56 FLOW-14
\ � PROPOSED LIMITS OF f / / INV:125.00
. --1
•` DISTURBANCE/CONSTRUCTION , / ( 4 _8��� / I I /I TOP:12a.50' 133'y W47. �, ' �.. /4'0>,i 0 .» ,.<..-.;MT. ,CRy":,y,..\ III SILT FENCE• ,TAP. �� /\r\ \e. I a" / r / / !i .e 9' M'COUPLING
/ 18'DI SEWER 7'fl'ttP.
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\ \ COMPACTED SUBGRADE
t \}V I V /, sii1/ a / Ally/ I 11 HIGH STRENGTH GROUT
+ / I II I I STRUCTURE FOR FLOOR ANDIO
\ y�+ \„ / / SUPPORT FRP PARSHALL FLUME PARSHALL FLUME SECTION
\ 1�\} \ S / I I I / ! TO BE FORMED AND INSTALLED
-_\ \ \a.\- I / BY CONTRACTOR SCALE 3I8'-1.O
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A }` 4 / % I
BYPASS PIPING NOTES: A !
F 1. CONTRACTOR SHALL PROVIDE HOPE BYPASS PIPING TO BYPASS WWTP TREATED EFFLUENT TO lfg / / / /!/7/ // NOTES: o,•.y,r..-
THE DOWNSTREAM MANHOLE UTILIZING THE EXISTING IRRIGATION PUMPS AT THE EXISTING -- / // 1. PRECAST PARSHALL FLUME STRUCTURE SHALL BE POURED WITH 5,000 PSI STEEL REINFORCED CONCRETE ,,11__,, .• � �
EFFLUENT PUMP STATION. \t \\\ /F / r/ /!! 2. 1Y WIDE THROAT PARSHALL FLUME SHALL BE PRE-MOUNTED IN VAULT BOTTOM WITH SCREW ADJUSTMENTS FOR LEVELING THE FLUME.INTERIOR U:A�7c I•'1�11.l.55
2. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING WITH THE OWNER TO ENSURE THE \f / / Se/!/r CONCRETEMIGH STRENGTH GROUT SHALL BE POURED BY THE CONTRACTOR TO SET THE FLUME. ,`"W CPI•'•
- IRRIGATION PUMPS ARE IN SERVICE PRIOR TO BEGINNING BYPASS OPERATIONS. \t \\ /f S / / A !! 3. GRATING SUPPORT SHALL BE Y X Y ALUMINUM ANGLE BOLTED TO THE TOP OF THE FAULT WITH STAINLESS STEEL ANCHORS.Y I-RAR ALUMINUM ,`'pP� ••O,,,/,/ry'
f 3. CONTRACTOR SHALL ENSURE HDPE BYPASS%PING IS PROPERLY CONNECTED TO EXISTING + \ / / / /I / GRATING IN 3 W IDE SECTIONS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS. :? ONES S70+.
A IRRIGATION PUMP DISCHARGE MANIFOLD WITH ALL REQUIRED TRANSITION FITTINGS AND \ \ A /..- - , / I /l /. THE ENTIRE EXTERIOR OF THE PRECAST PARSHALL FLUME STRUCTURE SMALL BE COATED WITH A BITUM45TICSEALER. /1 ''�}
PROTECTED FROM OTHER ADJACENT CONSTRUCTION ACTIVITIES. e\ \II/ - I / 1 I I I 5. PER GEOTECHNICAL REPORT PROVIDED IN INFORMATION AVAILABLE TO BIDDERS SECTION OF THE SPECIFlCATIONS,CONTRACTOR SHALL PROVIDE SEAL = `_
4. BYPASS PUMPING SHALL ONLY OCCUR DURING THE CONSTRUCTION OF THE pARSHALL FLUME +\ I\ / t
/ / / I I NEAT-LINE EXCAVATION UNDERCUT BENEATH THE PARSHALL FLUME STRUCTURE.CONTRACTOR SHALL RETAIN THE SERVICES OF A GEOTECHNICAL = i OC7235
STRUCTURE.WHEN THE PARSHALL FLUME STRUCTURE IS READY TO ACCEPT FLOW,THE BYPASS `X/ +\\ 2'' I / I I ENGINEER TO OBSERVE.DIRECT,END DETERMINE THE FINAL UNDERCUT DEPTH REWIRED FOR THE SUBGRADE.THE GEOTECHNICAL ENGINEER . kF Pf tf
SETUP SHALL BE SHUTOFF.CONTRACTOR TO KEEP BYPASS PIPING IN PLACE UNTIL THE END OF / \•, +�- ! r I SHALL PROVIDER FINAL REPORT CERTIFYING THE SUBGRADE REPAIR IS SUFFICIENT THAT IS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IV-c YGINEE..Sy,7
n PROJECT CONSTRUCTION IN CASE OF EMERGENCY. \ +\Y / / I LICENSED IN THE STATE OF NORTH CAROLINA.ONCE THE BEARING SOILS ARE APPROVED BY THE GEOTECHNICAL ENGINEER,THE EXCAVATION '°"•.+RK MPH,,.•`"
s •
'•,.nn..�.,.S/
r I / ,, + / I I I SHALL BE BACKFlLLED TO PLAN GRADE WITH MiT WASHED STONE AND COMPACTED AT THE SURFACE USING A VIBRATORY COMPACTOR ALL 3/26/2021
UNSUITABLE FILL MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR FOR BIDDING PURPOSES,ASSUME 8'-O OF
3i PARSHALL FLUME SITE PLAN UNDERCUT BENEATH THE PROPOSED DEPTH OF THE BOTTOM Of PARSHALL FLUME STRUCTURE SLAB FINAL DRAWING
8 B. ALL UNSUITABLE SOIL SHALL BE COMPLETELY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR.
{ scnLE:1�1B• FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
No. Revision Date By Deo rm. Scale •
i Drawn By ICM Dm AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS PARSHALL FLUME �. WithersRavenel Sheet No.
g8 PAP MARCH 2021 CONTRACT II ,� Engineers l Planners l Surveyors
Checked By Job No. PLAN AND SECTION 13
KM6 MCW 023a300502 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MacKenan Drive lCary.NC 275111E 919.469.33401/tense t:Ca632 I ww....fter,ra ena.cor,1

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DocuSgn Envebne ID 606938IE£B6F-0CFB-64B0.165022AESCI1
REMOVE EX HANDWHEEL OPERATOR
AND INSTALL NEW ELECTRIC MOTOR
OPERATOR
�ll EX WEIR GATE
EX GRATING i EX WEIR PLATE
IIIIIIIIIIKIIIIIIIIMIIIIEM'll -®
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EX 78'EFFLUENT
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NOTES
1. ALL PIPES SHOWN PER RECORD DRAWINGS
CONTRACTOR TO FIELD VERIFY ALL PIPES TO BE
DISCONNECTED.
/- \
REMOVE EX HANDWHEEL OPERATOR AND / \ 2. CUT ALL ROOF LEADERS AT GRADE AND DRAIN
INSTALL NEW ELECTRIC MOTOR OPERATOR P`I
\\ TO EX GRADE.
-al]
aI I
/ \ 3. EACH PIPE TO BE FILLED IN ITS ENTIRETY
B 1=' /'/ \\\ (GROUT ENCOMPASSES FULL DIAMETER OF PIPE)
FOR AT LEAST IB'IN LENGTH.ONLY FILL PIPES
1 WHERE SHOWN ON SHEET.
PLAN r---
EX CONTROL ROOM COMPLETELY FILL OPENING FOR CHANNEL ENTRANCE TO WETWELL WITH
UV DISINFECTION CHANNEL DETAIL CONCRETE.PODURI UU�OR SAASREOUIREDnTTOO�EiTCONCRRETEFROMENNTERING
SCALP.3/81=1'-0' WETWELL FILL ENTRANCE IN ITS ENTIRETY AT LEAST Y INTO WALL REMOVE ANY
EXISTING OBSTRUCTING CONDUIT AND APPURTENANCES BEFORE POURING.
CONTRACTOR TO ASSUME 1.5 CUBIC YARDS OF CONCRETE FOR BIDDING PURPOSES.
r T r J r---
1-----1----EX.CHLORINE CHAMBER J I L r T—r T—
J 1 L_ll_
1 Y
I
EX PUMP ROOM I I
I
1 �r
x
I
R 1
1 �•
L---- -- ; I* --- ♦ ---J L___: �'ay ss
11 I lI I I all 11 1 I ABANDON EX PIPE AND FILL „..`,0R G/.
11 I all III L 1 0.I I all 1 I o cnR ti'
'I I �I I tl I TT bl I `i i ml I WITH NON-SHRINK GROUT =`t:OFESS/0; ''''
b.J u u a I I LJ u u ' -i SEAL �`1 V
—I I - 6W785 ) t
++((d b,J -
6 PLAN `:Y�,F'VGI N EEP'yy,•`e
v
OLD INFLUENT PUMP FINAL DRAWING
1 STATION MODIFICATION PLAN FOR BIDDING PURPOSES ONLY
2
SCALE.1/4,1'-0` NOT RELEASED FOR CONSTRUCTION
i
No. Revision Dave By ce,�gnr, s,aro
M NOTED MOUNT OLIVE WWTP IMPROVEMENTS
i. D,a.,n6, �,�� MISCELLANEOUS WWTP %� WithersRavenel
PAP MARCH
CONTRACT II I�
CTe„ed N MODIFICATIONS g ze/s I Planners Surveyors
14
I0M6 MGM, 021E11005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MacKenan Dom I Cary.NC 275111 C 91946933401 license N C-06321rvnn.e6Tn, nnUmm

81.
Doc&Sgn Envelope ID 80612282,PREFACF13.130E141651322AC6C11
TRACER WIRE SHALL BE#14 COPPER CLAD STEEL NOTE:
WITH 30 MIL HOPE INSULATION.SECURE TO PIPE WITH
HANDRAIL OR PIPE S
DUCT TAPE AT ID INTERVALS 1. WHEN THE DISTANCE FROM THE TOP OF THE LID TO THE TOP OF
THE OPERATING NUT IS GREATER THAN 36'AN EXTENSION WILL POST MOUNTED TRANSMITTER
INSTALL ON ALL NON-METALLIC PIPES EXCEPT PIPES WARNING TAPE BE REQUIRED TO BRING THE OPERATING NUT TO WITHIN 24' INDICATOR
INSTALLED IN A STRAIGHT LINE BETWEEN !WISHED GRADE FROM THE TOP OF UD.THE EXTENSION MUST BE THE SET CAST IRON VALVE BOX COVER LABELED: II , SENSOR CABLE IN FLEXIBLE
STRUCTURES FINISHED GRADE WARNING TAPE SCREW TYPE AND ATTACHED TO THE OPERATING NUT. 'POTABLE WATER' I III WATERTIGHT CONDUIT
'RECLAIMTR WATER" SONIC TRANSDUCER MOUSING AND
__ _ _ 'SANITARY SEWER'
POLYPROPELENE MOUNTING FLANGE
II=11=11 IIPII=1 11=11=11= II-II=11 TYP FINISHED GRADE
/� , II I I IN PAVED AREAS AS APPROPRIATE B'O WALL SLEEVE
%�/.II UNDISTURBED SOIL 'I� II UNDISTURBED SOIL MIN 2.1rz- M;N .Y (OR AS READ BY MFGR)
FINAL 811CKFILL II. FINAL BACKFlLL 1 11- FINISH COURSE TYP FINISHED GRADE
PER SPECIFICATIONS II/// _ —
'1/1 .•11 PER SPECIFICATIONS 1� II IN UNPAVED AREAS
//:u i/ li =u=u=u=1 L 11
• BASE :III•/iLAI� �11=11=11=1 — ��
INITIAL BACKFlLL 11 .. 'B SEE SPECIFICATIONS I�`/II. COURSE >� PAL 6
COMPACTED IN 11 ~ `.:II I/ {>- ' •
• - R�6..
8"TO IT LAYERS(MAX) II'e. I i = CAST4N-PLACE CONCRETE RING CAST-IN-PLACE OR
AS SPECIFIED '11 I - :-1 SEE SPECIFICATIONS 24'X24'SQUARE - PRECAST CONCRETE RING
TiI l.r ,11 INITIAL BACKFlLL 1 1. '! 6'THICK 24'X 24'SQUARE OR 2 MN.�•1 , ULTRASONIC TRANSDUCER
_I '- I. COMPACTED IN it 1 3000 PSI •
, 24'DIAMETER
�11 8"TO 12'LAYERS(MAX) - 6'THICK
11 ;11 HAUNCHING AS SPECIFIED I1 IT 3.000 PSI
IC 11 11 I II. scREw7YPE
II, try _ ADJUSTABLE VALVE BOX .� EX.CONCRETE TANK
•-:•�11 4'MN I1^;^B!a_ - II. 11 COMPACTED
11=11 -II-II-11=11 11=1M. CUSHION 1-II=11=11 11=11=11=11 - •' BACNFILL =
VALVE BOx SMALL NOT ..3::
6' 8' MINIMUM SIDE CLEARANCE 8 MNIMUM SIDE CLEARANCE CONTACT MAIN OR VALVE +
12' PIPEO.D. It 1T PIPEO.D. 12• 1111111,
--
MAXIMUMSIDECLEARANCE MAXIMUM SIDE CLEARANCE •
BEDDING REQUIRED FOR PVC BEDDING REQUIRED FOR DIP
n=n-ilk-it-ir- ULTRASONIC LEVEL TRANSDUCER DETAIL
1=�6=11—I1-11-11-a=r.=T•
PIPE TRENCH II-P=.11-11-1L 11=11=11. SOLID 4'THICK NOT TO SCALE
_I=II=II11=11=1I=11 •NOT TO SCALE UNDISTURBED EARTH -11=11=1I=41I CONCRETE BLOCK11=11=
VALVE&VALVE BOX ADAPTER
NOT TO SCALE (TRANSITION TO SCH 40 PVC
IF REQUIRED)
4
I DIP
FIBERGLASS MARKER PUSH-ON ON OR ME
WYE
CAST IRON OR DUCTILE IRON COVER WITH NEW CONCRETE WALL
TERMINALS
COVER LABELED TEST WIRE'AND 6"MIN 6'FOR PIPES 30'DM AND SMALLER WALL PIPE WITH INIEGRAL
COLOR CODED TO APWA STANDARDS TYP FINISHED GRADE 9'FOR PIPE 36'DIA AND LARGER WATERSTOP(FLGCPE)
IN UNPAVED AREAS
II ; J +-SEWER MAIN FLOW ,
`..:^:..7r• r. ./1,;:.i•s•L.�.:rr_.: PIPE a _
:::1,.,:. •is :: -gjt-,�,;: ..
',c i=Y•:ri Lk 2^ '.r .•?r: .:::"4.4' :3tg•.T ',' ROAMS
�.1� �-F.cui-l•'' 1•�. •• �i^y.. :u�Y��:' . :"'� %I 1_:' :.. `:F.y!n,' r,'',. ST,:r.,. .;7.( Y ', ,+:.i. 6• DUCTILE IRON PIPE
CRETE T II
TAMPEDBACKFILL4 , c.' fii.}t'A• 'T'. '':'s.7�'��1 :.,,y.-` ENCASEMENT AT"^' •' EXISTING CONCRETE WALL PVC ADAPTER
*/',`;';p..F.2• y.y,r-car R":E;::.•j'"^7'! 3'M PSI
,„✓'.'.`.'t:�',F, � .�.S.j;'.� (TRANSITION TO SCH 40 PVC
t;10,^'N 1• ., IF REQUIRED)
rf.'A?'..:w:r i:•^ •I,T' TRACING WIRE ACCESS BOX
r•1S:rny:i,F"" ;-`?^•:r:,:..�.r =•^ IN-UNE PVC WYE
• .,.,. ,y..�,;. . ,,,., —TAMPED BACKFILL WALL SLEEVE DETAIL PUSH-ON JOINT
/p
'fI'%.:-+"._J \ NOT TO SCALE
_______
TRACER WIRE SHALL BE J NON-METALLIC P\IPE ,M14 COPPER CLAD STEEL 1` .-SEWER MAIN FLOW ,
WITH 30 MIL HOPE INSULATION. -
SECURE TO PIPE WITH DUCT TAPE
AT IT INTERVALS '- -
t ; PVC PIPE
•
TRACING WIRE TESTING STATION E o SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE AC i NOT TO SCALE
o °h
3,000 PSI CONCRETE ASPHALT PAVEMENT MATCH EXISTING GRAVEL SURFACE
MATCH EXISTING THICKNESS SEE TRENCH DETAIL
WITCH EXISTING THICKNESS IT 4E'TYP 12' OR 2-17 S9.58(VMICHEVER IS GREATER) 12' FOR WIDTH I2'
OR 4'(WHICHEVER IS GREATER)
EwsTINccoNCRETE iI I4s�nr 1 II 11";=1 II 11I11 _
: 11 11=11 I 11-i1 Il rll II=11'
II r=r u d II-11= =il
d 12'MIN.ROADWAY WIDTH I I I% II=I I 1— I 11% 11 I111 11 1 11 11—
EI I 11 II— 1 II II
II-II- I�=36'MM II-II= II-38'MIN
k L 2'SHOULDER SAWCUT EXISTING 11=' 11 EXISTING ASPHALT III =II EXISTING BASE COURSE
e 2.1 MAX I PAVEMENT(TYP) II 1 II, 11'11 11=111' 11=1
I-II 11= 1=111 II a..u.ew
11YIFT 1/2YFT fi'8115ECOURSE(ABC) 1= / II 8'MIN DABG COMPACTED 11= / .11
21 MAX COMPACTED TO 111 II NOTE. TO 100%STD PROCTOR 1I 1 II=. MI CLAK It4M4fS
p / 1_ 'III- 95%DENSITY I �ill -II=) 1'11FT5. I ��, II-.1 NOTE: \w•EAAR�.Twr
I r "I n IIjjII I II II 7_=11 N H ur—n 1=11P 1 11= /�\I 11 11= II "'PZW °4""".
II II 11 r 11 11 11-11 11 II 11-11 II 11 R=11= I ��) ALL PAVEMENT CUTS SMALL BE REPAIRED WITHIN R=1 ?• ES SI 7''•;
—1— 11 1 II II II II --II= / R-1 IilI/- ALGMVEL DISTUR&1NCES SHALL BE REPA RED M7THINA O N
_ '1- II MAXIMUM OF 7 DAYS FROM THE DATE THE CUT IS MADE IF 'I- —/III MAXIMUM OF 7 DAYS FROM THE DATE THE DISTURBANCE IS OF °N
COMPACTED 1=11 II-1 CONDITIONS DO NOT PERMIT A PERMANENT REPAIR WITHIN COMPACTED 1=11/ 1I=1 MADE.IF CONDITIONS DO NOT PERMITP PERMANENT ' 4q- -rf\
6'COMPACTED CRUSHED I BACKFlLL lI IN..... /—II THE GIVEN TIME UMIT,PERMISSION TO M4KEATEMPORARY II ','-�"� 11 f SEAL
-11.11=11=11-11=11=11—II BACKFKL =11:11=11=11-11=11=11=11. REPAIR WITHIN THE GP/EN TIME LIMIT,PERMISSION TO (((( 047236
I STONE BASE COURSE -11=11=II=11=1I1=11=1 REPAIR MUST BE OBTAINED FROM ENGINEER. 11=11=11=11==II=11= MAKE A TEMPORARY REPAIR MUST BE OBTAINED FROM _, °F COMPACTED SUBGRADE - -- - - ENGINEER 'T'SINK- V"s
PIPE PIPE '".SRN MHN.••
1 f ACCESS ROAD
•••.r.rrrrrrr••• iz6izoz3
g NOT TO SCALE FINAL DRAWING
4 CONCRETE/ASPHALT DRIVEWAY REPAIR GRAVEL DRIVEWAY REPAIR FOR BIDDING PURPOSES ONLY
BNOT TO SCALE NOT TO SCALE NOT RELEASED FOR CONSTRUCTION
;
No. Revision Date By Cevgner scale
j. IEM A5 NOTED MOUNT OLIVE WWTP IMPROVEMENTS
+nBv Dore %� WithersRavenel Sheet No.
pra
PAP MARCH2021 CONTRACT II MISCELLANEOUS DETAILS %. EegneersIPlanners1Surveyors 15
S Cnecrea67 Job No
uMSMcw onatoos SA TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MCAC.rCn Orate I Cary.NT 2751111.912 »w.AXV 3310 I license a C-0832Iw4neRravenei Com

DocuSgn Envelope IS.6O582B7E.EBF-CF66484-IBW22AENC11
CONSTRUCTION SEQUENCE NARRATIVE:
SEED BED PREPARATION:
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH SEDIMENTATION AND EROSION 1 PROJECT DESCRIPTION
CONTROL STANDARDS AND PRACTICES PRESCRIBED BY THE STATE OF NORTH CAROUNA,WAYNE COUNTY,AND
THE TOWN OF MOUNT OLIVE.WHERE STANDARDS AND PRACTICES CONFUCT,THE MORE STRINGENT SHALL APPLY. THE PROJECT WILL CONSIST OF UPGRADES TO THE EXISTING INFLUENT PUMP STATION(INCREASE IN PUMP STATION 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS.WITH STOCKPILED NOTES'.
CAPACITY)AND FORCE MAIN.HEADWORKS,EQUALIZATION BASIN,OXIDATION DITCHES,ONE CLARIFIER,ONE RASPWAS PUMP TOPSOIL CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION.
1. USE 2-3*WASHED STONE,PAD TO BE 501 X 12W X ED ATA
2. NOTIFY THE ENGINEER OF CONSTRUCTION COMMENCEMENT AND SCHEDULE PRE-CONSTRUCTION CONFERENCE STATION,THE AUTOMATIC BACKWASH TERTIARY SAND FILTERS,AND THE AEROBIC DIGESTERS.A NEW EFFLUENT PARSHALL 2- RIP THE ENTIRE AREA TO 6 INCH DEPTH. MINIMUM.
WITH ENGINEER FLUME WILL BE INSTALLED FOR MEASURING DISCHARGE TO THE NORTHEAST CAPE FEAR RIVER.THE EXISTING SLUDGE 1 REMOVE ALL LOOSE ROCK.ROOTS,MID OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SHUNS BEDS WILL BE ABANDONED.A VACUUM TRUCK DUMP STATION WILL BE ADDED TO THE WWTP SITE.LASTLY,VARIOUS 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
3. FLAG PROPERTY LINES,EASEMENTS.BUFFERS,AND TREE PROTECTION AREAS.CONTACT THE TOWN OF MT OLIVE MISCELLANEOUS YARD PIPES WILL BE REROUTED AS NECESSARY TO ACCOMMODATE THE ABOVE IMPROVEMENTS FOR THE 4. APPLY AGRICULTURAL LIME,FERTIUZER,AND SUPER-PHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE BELOW). TRUCKS IS TO BE PROVIDED.
PLANNING DEPARTMENTS CODE ENFORCEMENT OFFICER TO OBTAIN APPROVAL FOR TREE PROTECTION FENCING IMPROVEMENT OF THE EXISTING 2.0 MOD WASTEWATER TREATMENT PLANT IN THE TOWN OF MOUNT OLIVE.WAYNE COUNTY. 5, CONTINUE TILLAGE UNTIL A WELLPULVERIZED.FIRM,REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 8 INCHES DEEP. 1 ENTRANCE SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
LOCATIONS. NORTH CAROLINA, 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER UTILITY BY ALL CONSTRUCTION VEHICLES.
/SEEDING.
4. INSTALL CONSTRUCTION ENTRANCES,SILT FENCE,STONE DRAINS,AND OTHER MEASURES AS SHOWN ON THE 2, SITE DESCRIPTION 4. APPUCABLE AT ALL POINTS OF INGRESS EGRESS UNTIL SITE IS
T. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
DRAWINGS.CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES. STABILIZED,FREQUENT CHECKS OF THE DEVICE 6 TIMELY
THE PROPOSED WIMP IMPROVEMENTS WILL BE INSTALLED/CONSTRUCTED ON THE EXISTING WWTP SITE. 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE.
5. BEGIN LIMITED CLEARING AND GRUBBING ACTIVES AS DIRECTED BY THE OWNER. MAINTENANCE THE MUST BE PROVIDED. .C.2
3. PERMANENT STABILIZATION IFTHE ORIGINAL ME.FFER ZER AND SEEDING RATES. 5.
AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING 5. WHEN TEMPORARY CONSTRUCTION ENTRANCES ARE LOCATED 88% r��-C.:
ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH ON PAVED SURFACES,PLACE MINIMUM OF 7 OF SCREENINGS / .1.•IL;to!.....*__
6. STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL INSTALL SILT FENCE AROUND STOCKPILE AREAS.DISPOSE OF 9. CONSULT A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS I.�-...-.I,�•_ M
GRADING.SEEDING WILL CONSIST OF GRASSES TYPICAL OF THE AREA AND INSPECTION AND MAINTENANCE PERFORMED TO OR SAND TO HELP FACILITATE IN CLEAN-UP8 SITE `5°.
UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER.THE CONTRACTOR WILL BE ESTABLISHED. - 4V
CONFIRM ESTABLISHMENT. RESTORATION.
RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS 7e-�.7�7I!..7I7I7I7�7I7Y71.,_
MEASURERS REQUIRED. 4. PLANNED EROSION AND SEDIMENTATION CONTROL PRACTICESr. 0:411 1 1 1-� 1 1.1:0 1-1 1 t_
•APPLY:AGRKCULTURAL LIMESTONE-2 TONS/ACRE(3 TONS/ACRE IN CLAY SOILS)FERTILIZER LB/ACRE-
7. BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE 10-10-10 : '�: �.„7���.���:�.
A.STOCKPILES :MAINTENANCE NOTES.
BEEN INSTALLED. SUPERPHOSPHATE-500 LBACRE-20%ANALYSIS MULCH-2 TONS/ACRE-SMALL GRAIN STRAW '•h:��; ICI�I�M
STOCKPILES WILL BE USED WHEN THE STORAGE OF EXCESS FILL MATERIAL IS NECESSARY.THE CONTRACTOR WILL BE ANCHOR-ASPHALT EMULSION 300 GALS/ACRE
RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS
1. MAINTAIN THE GRAVEL PAD INACONDITION TO PREVENT MUD OR SEDIMENT �=�`�=��1� :1
8. BEGIN CONSTRUCTION MID INSTALLATION OF UTILITY UNE(S). FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC 2'-7 SIZE WASHED STONE I:C:��1,r'
REQUIRED,STOCKPILES SHOULD BE STABILIZED AND/OR SURROUNDED WITH SEDIMENT FENCE TO PREVENT RUNOFF, - _
TOPDRESSING WITH 24NCH STONE. t•=1/' 6'MIN
9. ALL EXCAVATED DIRT IS TO BE PLACED WITHIN THE TOWN OWNED EASEMENT AND AREAS WHERE TEMPORARY B.CONSTRUCTION ENTRANCES 2. AFTER EACH PNNFALL INSPECTANY STRUCTURE USED TO TRAP SEDIMENT
CONSTRUCTION EASEMENTS HAVE BEEN OBTAINED.NO EXCAVATED MATERIAL WILL BE PERMITTED OUTSIDE OF SEEDING.
THE EASEMENTS. CONSTRUCTION ENTRANCES WILL BE PROVIDED TO REDUCE EROSION OF SEDIMENT INTO WETLANDS AND WATERWAYS MID CLEAN IT OUT AS NECESSARY. FILTER FABRIC
CAUSED BY HEAVY TRUCKS AND MACHINERY ENTERING AND LEAVING THE PROJECT SITE.THIS PRACTICE ALSO PLAYS AN SEEDING AND MULCHING SHALL BE CARRIED OUT IMMEDIATELY BEHIND CONSTRUCTION IN ACCORDANCE WITH THE FOLLOWING 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED.WASHED.
IMPORTANT ROLE IN COMMUNITY PERCEPTION OF THE PROJECT BY IANIMIDNG THE DIRT AND MUD THAT IS TRACKED ONTO SPECIFICATIONS.WHERE REQUIRED BY NCDOT ENCROACHMENT PERMIT,AREAS ALONG THE WORK SHALL BE GRASSED AND OR TRACKED ONTO PUBUC ROADWAYS,
10. BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER PIPES HAVE BEEN INSTALLED. STREETS. MULCHED IN ACCORDANCE WITH SECTION 1660 OF THE LATEST EDITION OF THE STATE OF NORTH CAROUNA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
11. GROUNDCOVER SHALL BE PROVIDED IN ACCORDANCE TO THE GROUND STABILIZATION CHART. C.SILT FENCE CONSTRUCTION ENTRANCE
SEDIMENT FENCE WILL BE CONSTRUCTED AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING DITCHES AND
ADJACENT WATERWAYS SOILS WITH GOOD MOISTURE RETENTION NOT TO SCALE
12. CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION,AFTER EACH RAINFALL EVENT IN EXCESS}INCH AND FEBRUARY 15 TO APRIL 30 OR SEPTEMBER I TO OCTOBER 31
PERFORM ANY NECESSARY MAINTENANCE, D.SILT FENCE OUTLETS/STONE DRAINS -PER ACRE,SEED WITH 80 LBS TALL FESCUE,50 LBS UNHULLED COMMON BERMUDA GRASS,40 LBS KOBE
SILT FENCE OUTLETS SHALL BE INSTALLED ALONG THE SILT FENCE AT LOCATIONS WERE SIGNS OF CONCENTRATED FLOW LESPEDEZA
73. MAINTENANCE CONSIST OF REMOVE SEDIMENT FROM CHECK DAMS AND FROM BEHIND SILT FENCES,MAKE OCCUR AND WILL BE FIELD ADJUSTED AS REQUIRED.THE STONE DRAINS ARE USED TO LET WATER TRAPPED BEHIND THE
NECESSARY REPAIRS AS DIRECTED BY INSPECTOR,OWNER OR ENGINEER. SILT FENCE TO ESCAPE DOWNSTREAM HELPING TO PREVENT THE WEIGHT OF DETAINED WATER FROM COLLAPSING THE SOILS WITH POOR MOISTURE RETENTION
SET FENCE AND ALLOWING TRAPPED SEDIMENT TO ENTER ADJACENT PROPERTY,WETLANDS.AND WATERWAYS. MAINTENANCE NOTE.
APRIL 1 TO JULY 15
14, THE CONTRACTOR SHALL FAITHFULLY MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND E.EROSION CONTROL MATTING -PER ACRE,SEED WITH 50 LBS UNHULLED COMMON BERMUDA GRASS,5 LBS CENTIPEDE GRASS,AND 10 LES INSPECT FOR SIGNIFICANT EROSION AROUND THE EDGES 8 BETWEEN
SILT FENCE 8 OUTLET.INSTALL PROTECTIVE RIPRAP LINERS IN PORTIONS
TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO ENSURE THAT NO SILT LEAVES THE PROJECT SITE AND EROSION CONTROL MATING SHALL BE USED ON DISTURBED DITCHES MID MALES.MATTING IS INTENDED TO STABILIZE GERIAAN MILLET. REMOVE SEDIMENT
SMAX CENTER OF THE CHANNEL WHERE EROSION OCCURS.
ENTERS ANY NATURAL STREAM OR WATERWAY AND MAINTAIN EROSION AND SEDIMENTATION CONTROL SOIL ON DISTURBED SLOPES WHILE HOLDING SEED AND MULCH IN PLACE ALLOWING VEGETATION TO BECOME ACCUMULATED BEHIND THE OUTLETS AS REQUIRED PREVENTING DAMAGE
MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLSHED. ESTABLISHED.DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF,DIFFERENT MATTING TYPES MAY BE
NECESSARY FOR DIFFERENT APPLICATIONS.
TEMPORARY SEEDING(ALL OTHER TIMES) TO SILT FENCE 8 ADJACENT VEGETATION.ADD STONES TO OUTLETS AS
-TO BE RESEEDED AT THE FIRST AVAILABLE DATE LISTED ABOVE. REQUIRED MAINTAINING DESIGN HEIGHT d CROSS SECTION.
15. ALL EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE PROTECTED VIA TREE PROTECTION F. EROSION CONTROL STONE
FENCING.LOCATE FENCING AS FAR AS PRACTICABLE FROM THE VEGETATION THE FENCE IS TO PROTECT. -PER ACRE.120 LBS RYE(GRAIN).50 UM KOBE LESPEDEZA 7 OXII
EROSION CONTROL STONE SHALL BE USED ON DISTURBED CREEK AND STREAM CROSSINGS.EROSION CONTROL STONE IS _� .{I piINTENDED TO STABILIZE SIDES AND BOTTOMS ON DISTURBED CREEK AND STREAM CROSSINGS WHILE ALLOWING .I8' I 1r II:
18. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE.ALL AREAS VEGETATION TO BECOME ESTABLISHED.DEPENDING UPON THE SLOPE AND DEPTH OF ANTICIPATED RUNOFF.DIFFERENT MAINTENANCE'.
INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. GRADES OF EROSION CONTROL STONE MAY BE NECESSARY FOR DIFFERENT APPLICATIONS.
MAINTAIN DIVERSIONS,INLET PROTECTION AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. INSPECT ALL SEEDING AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON.IF STAND IS LESS 1'I'1
G.SEEDING.FERTILIZING,AND MULCHING THAN 60%ESTABLISHED,THE ENTIRE AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING THE ORIGINAL UME, IT MINMIX � _ I 11'..2.4 T
17. SLOPES SHALL BEG STEEPER THAN 2:1 FOR VEGETATIVE COVER SEEDING.FERTIUDNG,AND MULCHING AREA PERMANENT FORM OF EROSION CONTROL.GROUNDCOVER SHALL BE FERTILZER,AND SEEDING RATES. L - -i, !�- -- G FLOW
PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.PERMANENT GROUNDCOVER _ . ..... ... . .. ... .:::: I��_/�'��
SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION H II-II��II II II II�I. II 11. 11 N 11-11
18. SEED,FERTILIZE.AND MULCH ALL DISTURBED AREAS,INCLUDING ALL STORAGE,STAGING,AND OFF SITE STAGING. ACTIVITIES. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12INCHES IN HEIGHT BEFORE MOWING,OTHERWISE FESCUE MAY BE 1=8=11= II-11=1I - II. II •11) II II=11=I
SHADED OUT. =11=11 CLASSBSTONE 11=11=11=1 11=11=11= 711=11=1
IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. SURFACE RESTORATION - _ =IL= 1=11-III. 1-1=
19. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILZED,CALL STATE INSPECTOR FOR AN A.CONTRACTOR SHALL PROVIDE ALL LABOR,EQUIPMENT.AND MATERIALS NECESSARY FOR FINAL GRADING.TOPSOIL A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CLASS B STONE
INSPECTION BY AN ENVIRONMENTAL INSPECTOR. PLACEMENT,AND ISCELLANEOUS SITE WORK NOT INCLUDED UNDER OTHER SECTIONS BUT REQUIRED TO COMPLETE THE CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.THE ABOVE VEGETATION RATES ARE THOSE WHICH STEEL POST
WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DO WELL UNDER LOCAL CONDITIONS.OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.ANY VARIATION FROM THIS UST A57 WASHED
SHALL BE PREAPPROVED BY THE TOWN. . STONE
20. IF SITE IS APPROVED REMOVE ANY TEMPORARY DIVERSIONS,SILT FENCES.SEDIMENT TRAPS,ETC.,AND REGRADE B. TOPSOIL SHALL MEET THE REQUIREMENTS OF SPECIFICATION SECTION 02100-SITE PREPARATION.
AND SEED OR STABILIZE ANY RESULTING DISTURBED AREAS. EROSION CONTROL SELF INSPECTION. NOTE:
C.FOLLOWING APPROVAL OF ROUGH GRADING THE SUBGRADE SHALL BE PREPARED AS FOLLOWS: NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: DAM SECTION 1. POSTS TO BE BURIED A MINIMUM OF 24'. CROSS SECTION
21. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL STATE INSPECTOR FOR A FINAL SITE INSPECTION BY AN - FOR RIPRAP,BARE SOIL 184NCHE5 BELOW FINISH GRADE OR AS DIRECTED BY ENGINEER.
ENVIRONMENTAL INSPECTOR.OBTAIN CERTIFICATE OF COMPLETION. - WHERE BURNING HAS BEEN PERFORMED.DISTRIBUTE ASHES EVENLY OVER THE AREA TO RECEIVE TOPSOIL THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
INSPECTLAND-DISTURBING ACTIVITIES PROJECT
- FOR TOPSOIL SCARIFY 2-INCHES DEEP PRIOR TOPLACING. ROSIONAND SEDMENTATIONCONTROLPLAN IISBEI GFOLILOWED.RUL THAT LESDETAIUNGTIEDOC MENTATIONOFTHESE THE OVED SILT FENCE OUTLET-STONE
22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY EROSION AND INSPECTIONS TOOK EFFECT OCTOBER 1,2010,THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SEDIMENTATION CONTROL DEVICES SHOWN ON THE DRAWINGS. D.TOPSOIL PLACEMENT SHALL BE COMPLETED AS FOLLOWS: SELF-MONITORING PROGRAM OF THE NPDESSTORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE NOT TO SCALE
- TOPSOIL SHALL BE PLACED OVER ALL AREAS DISTURBED DURING CONSTRUCTION UNDER ANY CONTRACT EXCEPT THOSE SELF-INSPECTION REPORT IS THE INSTALLATION MID MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
AREAS THAT WILL BE PAVED.GRAVELED OR RIP RAPPED. ACCORDING TO THE APPROVED PLAN.THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT.AND
CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A54,1 AND 15A NCAC 48,0131.
- TOPSOIL SHALL BE SPREAD IN PLACE FOR LAWN AND ROAD SHOULDER SEED AREAS AT A 34NCH CONSOLIDATED DEPTH THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
EROSION CONTROL NOTES: AND ATA SUFFICIENT QUANTITY FOR PLANT BEDS AND BACKFlLL FOR SHRUBS AND TREES. HTTPJYWWW.DLR.ENR.STATE.NC.UB/PAGESISEDIMENTATIONNEW.HTML.IF YO HAVE QUESTIONS OR CANNOT ACCESS THE 8'MAX r MAXCANTER NTER STANDARD
EXTRA STRENGTHGTH FABRILBRIC WITH WIRE FENCE
WITHOUT WIRE FENCE
- TOPSOIL SHALL NOT BE PLACED IN A FROZEN OR MUDDY CONDITION. FORM,PLEASE CONTACT THIS OFFICE AT(919)7914200.
1. RECEMNG WATERSHED:CAPE FEAR RIVER BASIN
- FINAL SURFACE SHALL BE HAND OR MECHANICALLY RAKED TO AN EVEN FINISHED SURFACE TO FINISH GRADE AS SHOWN
2 RECEIVING WATERCOURSE NORTHEAST CAPE FEAR RIVER ON DRAWINGS.
3. TOTAL OMITS OF CONSTRUCTION'JMITB OF DISTURBANCE=0.83 ACRES. - ALL STONES AND ROOTS OVER HNCHES AND RUBBISH AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED AND
4. ANY AREA DISTURBANCES BY CONTRACTOR NOT SHOWN ON THE CONSTRUCTION DRAWINGS ARE TO BE PERMITTED DISPOSED OF.
THROUGH THE APPROPRIATE PERMITTING AGENCY. isimmoimmer.rmmI
5. PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE �;;;�;;
THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICE OR STRUCTURE. :: ' •i_i�i•'�.....'.
It�I -_..._.. E 7-0,
6. PROVIDE A ROLLED EROSKON CONTROL PRODUCT(RECP)TO STABILIZE DISTURBED DITCHES IF ANY SIGNS OF IIIII•! v BACKFILL TRENCH I 7-2'
SCOURING ARE EVIDENT EVEN IFGRECP HAS BEEN SHOWN ON THE CONSTRUCTION DRAWINGS. �II 'At ......o AND COMPACT LOW
7. NO STOCK DRWASTE PILES ARE ALLOWED WITHIN 50.OF STREAMS OR DRAINAGE STRUCTURES -_I'_ _ •• •3:1931 • THOROUGHLY .4111
8. WHERE DEWATERING OF TRENCHES,PITS.AND OTHER EXCAVATIONS BECOMES NECESSARY THE DISCHARGE MUST II-11 I-1 -11- II-I1-11 L. I-11-11
BE DIVERTED TO A SEDIMENT FILTER BAG BEFORE BEING DISCHARGED TO THE GROUND. =R-1i7 FILTER FABRIC II=II=1 =11=11= II e• 11=11=11-
W =n=1 , 1=1I=1r
9. ADEQUATE EROSION CONTROL MEASURES MUST BE INSTALLED.MAINTAINED,AND ADJUSTED AS NEEDED DURING
§ THE DEMOLITION OR CLEARING AND GRUBBING PHASES AS WELL AS THROUGHOUT THE UFE OF THE PROJECT AND
t UNTIL4'
PERMANENT VEGETATION IS ESTABLISHED. 24'
ALTER FABRIC TO BE BURIED
UNDER EXISTING GRADE
_i_ I
V STEEL POST13 .
1
t GROUND STABILIZATION CHART MAINTENANCE NOTES: '1
I WE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL Clot IkAw.I6
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. c
TEAR DECOMPOSE OR ?wOpESS/ON >''q
DMES.SWNFS,DITCHES.AND SLOPES ]DAYS NONE 2 BECOUME HEFFECIRIIV OF A E.REPIACEET PROMPTLY. s„ov,SW CAR04�,„,
HIGH WWI/WATER(GOUT ZONES ]DAYS NONE 7. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE r°e >e\
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.TAKE = 04 p5 i
1 F SLOPES ARE IP OR LESS IN LENGTH AND ARE NOT CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. t
1 SLOPES STEEPER THAN 31 T DAYS STEEPER THAN 21,14 DAYS ARE ALLOWED FI EP{
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING CONE y;':r
SLOPES 310R FLATTED 14 DAYS 7 DAYS FOR SLOPES GREATER TWA 50 N LENGTH. THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA "o Z-/ Ems',••`
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NOT TO SCALE FOR BIDDING PURPOSES ONLY
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NOT RELEASED FOR CONSTRUCTION
No. Revision Date By re,�g�e, 5<ale MOUNT OLIVE WWTP IMPROVEMENTS] ACM AS NOTED Sneer uo.
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PAP MARCH 2021 DETAILS I P'1annef$I S°"aye's 16
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TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115arnenan or r Y4334
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DataSin Envelope ID 8069287E-EB6F-9CFB&4B4-I6 22AE6CIl
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DNK JUNE2020 CONTRACT II SINGLE LINE DIAGRAM
,/ Engineers Planners Surveyors 1 7
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/ �, �Aa a x.....4..... REPLACE WITH CONTROL PANELS AND SHELTER AS SHOWN HEREIN.
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PAP MARCH 2O21 Engineers Planners Surveyors 1
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MoMCvw o21B1.502 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115M,cKenan Drive I Cary.NC275nI[Y19.4ea.334ol lfaense F:C0032 I www.wHnersavenel.apn,

DonnSpn Envelops ID.80692E7E-EB&-4CFB-8480.165022AE6C11
ELECTRICAL SPECIFICATION
TYPICAL PANEL DIAGRAM
NOTES:
1. DESCRIPTION OF WORK:
A.THE WORK COVERED BY THIS SPECIFICATION CONSISTS OF FURNISHING ALL LABOR EQUIPMENT SUPPLIES AND MATERIALS,AND PERFORMING ALL OPERATIONS
INCLUDING TRENCHING,BACKFILLING,CUTTING,CHANNELING.CHASING,AND PATCHING NECESSARY FOR THE INSTALLATION OF THE ELECTRICAL WORK IN 1. HOOD TO 12 GA.MILL FINISH ALUMINUM. 1/4'
ACCORDANCE WITH APPLICABLE CODES.THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EACH AND EVERY CONDUCTOR,FITTING,DEVICE, rBRANCH CIRCUIT WIRE COLOR
WI 2. HOOD TO BE NECTAR['STITCH'WELDED TO VC
CONDUIT OR A COMPLETE DETAIL OF ALL THE WORK TO BE PERFORMED,BUT ARE FOR THE PURPOSE OF ILLUSTRATING THE TYPE SYSTEM AND SPECIAL CONDITIONS r I - 4'� PLATE EQUIPMENT BACKING BOARD.
NECESSARY FOR THE EXPERIENCED ELECTRICIAN TO TAKE OFF HIS MATERIAL AND LAY OUT HIS WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING • I\ 3. HOOD SHALL BE SOME WIDTH AS ALUMINUM PLATE
SUCH MEASUREMENTS AS MAY BE NECESSARY AT THE PROJECT AND ADAPTING HIS WORK TO THE PROJECT CONDITIONS.DRAWINGS SHALL NOT BE SCALED. 1201 OR POLE NUMBER 1T0l2OOR8 AS REQUIRED
II \ eqC EQUIPMENT BACKING BOARD.
277/480 120/240 12024D 2771480 \ kiy
2. APPLICABLE STANDARDS. PROVIDE TABS FOR OBO
0.UNDERWRITERS'LABORATORIES,INC.(UL)NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)NATIONAL ELECTRICAL CODE,NFPA STANDARD NO.70(NEC)NATIONAL BROWN BLACK 1 2 BLACK BROWN WORK LIGHT BOX \4Rp
ELECTRICAL MANUFACTURERS ASSOCIATION STANDARDS(NEMA)NORTH CAROLINA STATE BUILDING CODE THE REFERENCES TO THESE STANDARDS AND CODES DO ORANGE RED 3 EMI RED ORANGE T- II \\
NOT IMPLY ACCEPTANCE OF ANY AND ALL PRODUCTS DESCRIBED IN THE STANDARDS AND SPECIFICATIONS.AN ELECTRICAL INSPECTION CERTIFICATE SHALL BE 41)
ISSUED BY THE INSPECTION AUTHORITY HAVING JURISDICTION BEFORE WORK IS TO BE APPROVED FOR FINAL PAYMENT. YELLOW BLUE 5 Ina BLUE YELLOW 17
BROWN BLACK 7 EMI8 BLACK BROWN 3. SHOP SHOP DRAWINGS ORANGE RED 9 •- 10 RED ORANGE \
A.SHOP DRAWINGS SHALL BE SUBMITTED CONFORMING TO THE REQUIREMENTS STATED IN SECTION 1-GENERAL REQUIREMENTS AND SUPPLEMENTARY GENERAL YELLOW BLUE 11 -• 12 BLUE YELLOW
CONDITIONS FOR CONDUIT WIRE. ETC. -- ETC. 1'FLANGE
4. IDENTIFICATION OF EQUIPMENT: NEUTRAL 'BREAK'TO ENSUREti
A.PROVIDE NAMEPLATES FOR THE PULL BOX.
NAMEPLATES SHALL BE 1/8 INCH THICK PHENOLIC MATERIAL WITH EDGES BEVELED 45 DEGREES.MACHINE ENGRAVED TO RIGIDITY
EXPOSE CONTRASTING INNER CORE COLOR RED LETTERS ON WHITE BACKGROUND. 120/240 OR 120/208 VOLTS-WHITE
5. GUARANTEE: 277/480 VOLTS-WHITE WITH IDENTIFIABLE COLON STRIPE NOTES:
A.THE ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. (NOT GREEN).IF NOT AVAILABLE AT TIME
OF INSTALLATION.CLEAR USE OF GRAY 1. BACKING PLATE TO BE 1/4'ALUMINUM.MOUNT TO BEAM 5'-0'MIN
6. SITE INSPECTION: WITH ELECTRICAL INSPECTOR. POSTS WITH STAINLESS STEEL NUT,BOLTS,AND WASHERS.
A.THE ELECTRICAL CONTRACTOR INTENDING TO DO THE WORK SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE CONDITION OF THE JOB SITE. T DRIP EDGE 7-0
2. ALL ELECTRICAL WORK SHALL CONFORM TO LATEST
7. RECORD DRAWINGS: GROUND WIRE SHALL BE GREEN FOR ALL VOLTAGES. NATIONAL.STATE,AND LOCAL CODES AND REQUIREMENTS.
A.THE CONTRACTOR SHALL PROVIDE ONE SET OF MARKED PLANS TO THE ENGINEER FOR PREPARATION OF RECORD DRAWINGS. 3. ALL ENCLOSURES SHALL BE NEMA 3R RATED AND LOCKABLE.
8. CONCRETE WORK. 4. ENCLOSURES SHALL BE MOUNTED TO ALUMINUM BACKING
A.CONCRETE WORK FOR ELECTRICAL EQUIPMENT FOUNDATIONS SHALL BE PROVIDED UNDER THIS CONTRACT IN CONFORMANCE WITH THE APPROPRIATE SECTION OF PLATE WITH NYLON SPACERS 6 STAINLESS STEEL NUTS,
THE GENERAL CONSTRUCTION SPECIFICATIONS. BOLTS,8 WASHERS.
9. METAL FABRICATIONS: 5. CONDUIT SHALL BE RIGID ALUMINUM OR GALVANIZED. I
A.SUPPORTS AND METAL ASSEMBLIES NECESSARY FOR THE INSTALLATION FOR ELECTRICAL SYSTEMS SHALL BE PROVIDED BY THIS CONTRACTOR METAL EXPOSED TO METERS HUBS SHALL BE USED AT ALL PANEL CONNECTIONS.
1
WEATHER SHALL BE STAINLESS STEEL 6. MIN CLEARANCE FROM WORK LIGHT TO STANDING PAD
SHALL BE 0-IC.
10. EXCAVATION AND BACKFILL
7, ALL CONDUIT SHALL BE SEALED TO PREVENT SEWER GASES
A.EXCAVATION AND BACKFILL FOR RACEWAY TRENCHES SHALL BE PERFORMED BY THIS CONTRACTOR,AND SHALL COMPLY WITH THE REQUIREMENTS OF THE FROM ENTERING EQUIPMENT ENCLOSURES.
GENERAL CONSTRUCTION SPECIFICATIONS.
11. MATERIALS:
A ALL METALS USED IN THIS WORK SHALL BE NEW AND LISTED BY THE UNDERWRITERS'LABORATORIES. CONTROL PANEL SHELTER
12. COORDINATION: NOT TO SCALE
A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE WITHOUT CONFLICT WITH THE OTHER TRADES.WHERE PROPER PLANING COULD AVOID
INTERFERENCE.COORDINATE WITH ALL OTHER CONTRACTORS TO ASSURE THE ELECTRICAL EQUIPMENT TO BE INSTALLED FITS IN THE INTENDED AREA.
13. CUTTING AND PATCHING:
A.THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING NECESSARY FOR THE PROPER INSTALLATION OF THIS WORK AND SHALL REPAIR ANY DAMAGE DONE BY
HIMSELF OR HIS WORKMEN.THE PREMISES SHALL BE KEPT FREE ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THIS CONTRACTOR.
14. TESTS'. REMOVE TWO EX SPARE BREAKERS.
A.ALL'WIRING SHALL BE INSTALLED FREE FROM SHORT CIRCUITS AND FROM GROUNDS.INSULATION TESTS SHALL BE MADE USING A 50D VOLT MEGGER WITH THE ADD 2-POLE BREAKER IN PANEL EPP
FOLLOWING RESISTANCE READINGS: EX SQUARE 0 MODEL 6-MCCEF'
CONDUCTOR SIZE RESISTANCE(OHMS) f
14 AND 12 1,000,000 PROPOSED FLOW METERS,NEW CONTROL PANEL VALVES,AND OTHER 120V
B,1 AND A AND3 100,000 250,000ND 8 SPARE SHELTER CIRCUITS TO BE RUN OUT OF
6,
2.1.170.210.NO.ND 300KCMIL. 25,000 PROPOSED 20 OPTION PANEL
SPARE ALARM LIGHT
350KCMIL,400KCMIL.AND 500KCMIL SPARE 1 I
60OKCMIL 700KCMIL,AND 750KCMIL 12,000 BPARE
MOUNT RAIN SENSOR TO CONTROL
B.PERFORM TESTS BETWEEN CONDUCTOR AND BETWEEN GROUND,SUBMIT THE TEST RESULTS PRIOR TO FINAL INSPECTION. NEW 400A WORK LIGHT PANEL SHELTER PER ALL MFR
BREAKER TO IPCP RECOMMENDATIONS.ROUTE
BWCP SIGNALS TO IRRIGATION PLC PANEL
15. INTERRUPTION OF ELECTRICAL UTILITIES:
A.NECESSARY SHUTDOWN OF THE OWNERS ELECTRICAL SERVICE SHALL BE CLEARED WITH THE OWNER AT LEAST 24 HOURS IN ADVANCE.PROVIDE NECESSARY I )
TEMPORARY WIRING TO KEEP WASTEWATER TREATMENT PLANT EQUIPMENT OPERATING DURING THE POWER OUTAGE. L-
PANEL EPP BLOWERrn m
75 KVA
TRANSFORMER FAN SPARE 6•�...... .... .. . .... , ,. ,. ,. .. ...� .... . .. .. ,. ... .. .. .. .. .. ..
ELECTRICAL SYMBOL SCHEDULE NEW IOOA u
AMIAD FILTER BREAKER TO TPCP I '^
CONDUIT CONCEALED BELOW GRADE I NEW RIM BY
x X X CONDUIT CONCEALED BELOW GRADE TO BE REMOVED 18'ELEC VALVE IRRIGATION PUMP TRANSFER PUMP SCADA SYSTEM 5 �r-�
IRRIGATION PLC
HOME RUN TO PANEL-WITH PANEL AND CIRCUIT DESIGNATION. SPARE CONTROL PANEL CONTROL PANEL 60A,120V, INTEGRATOR '"'.[{
1)OR J❑ JUNCTION BOX SIZED PERN,E.C. PANEL BY PUMP ,r�i`„L ./�4
(IPCf')BY PUMP (TPCP)BY PUMP 20 OPTION L.
- LIGHTING,POWER OR DISTRIBUTION PANELBOARD. SUPPLIER ` ,'"':y.':'j
12'ELEC VALVE SUPPLIER SUPPLIER I PANEL q'n�'rory. .; ;.,,.c
.. ... CONTROL PANEL XY j.
•••••❑I'•• NONFUSIBLE DISCONNECT SWITCH. I 4�Y
2P FWT-Z [/FLUENT
FUSIBLE DISCONNECT SWITCH. geNTTOEppNE{ WNW w 1 D.N.Kisley P.E.
vir INDICATES CONNECTION TO GROUNDING ELECTRODE,CONNECTION TO BE CADWELD TYPE 600 A MAIN 15 KVA ARPBPI 1! �JSI 1
F FUSE BREAKER TRANSFORMER BPM4E Y'v'-'� �� ®-"'- • V V V117 MacKenan Drive
NEW'I8'ELEC VALVE' SPARE
C CONDUIT (15A MCB) Cary,NC 27511
A AMPERE PAVTR:460-9091
P POLE SPARE .
O G GROUND NEW UV CHANNEL FROM 777,8
4
V VOLTS WEIR ELEC PROPOSED .. - - CND �ao��EE55/pH�y\
OPERATOR ik
JB JUNCTION BOX (15A MCB) 2-POLE c�SEAL `_ j
BREAKER IN
3 - PANEL EPP r' �0 9531 W s
V _ - --- •� ' :, •� . .- /TOEW
. q .'_ r: . ��: o.. r 3i vD FNGINEE1-F
NEW 6'CONCRETE PAD M4 1Y O.C..E.W.
EXTEND 6-PAST ICHOLRAIN HOOD ALL SIDES FOR NEW CONTROL SHELTER BREAKER 100ABREAKER 26/2021
IN EX MCCEF
X MCCEF ' 1.,.. .
CONCRETE PAD BENEATH MCCEF IS EXISTING _ IC-
BOSEJ ����• 3%TOVARIOUS 4-0FINISHED GRADE0z�e'^•°"'4N'H CARQZtii"•,
THE USE OF RIGID HOT-DIPPED TO DISCONNECTS TO DISCONNECTS 'PEES SOH:9
THE
STEEL ELECTRICAL AT VVETWELL - A7 WElY1'ELL CONNECTIONS j'P 9:
Y CONDUIT IS REQUIRED ABOVE a-�� \ is SEAL �';
F GROUND /// - = 047235
E ALUMINUM POSTS(3 REQUIRED) .-. / _ kF'VGINEER.' ;'-
6'1'SHAPE. J/ e -° CZq..«...."E9,`
• COAT BOTTOM 4' �- ••' '' -•..;4'9K M1>T4 `"
o.
4 WITH BITUMINOUS PAINT CONCRETE 1P.0 " 0/26/2021
FINAL DRAWING
EX.MCCEF MODIFICATIONS AND NEW EFFLUENT PUMP CONTROL SHELTER FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
NOT TO SCALE
No. Revision Date By ces, kale 10M AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS �. WithersRavenel
Drawn BY PAP Date MARCH 2O21 CONTRACT II ELECTRICAL MODIFICATIONS DETAILS I� Eng:Neelo I Mappers I Su,veyos 1e9
§ Checked By Job No
1CM6 MCW 0218100502 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA : 115 MacKenan Drive I Cary.NC275111 e19.469.3340I license een,e t C-06 ww.32Iww-mer,ra.eneten,n

rbcusgn Envelope ID 9059287EEB€F-0CFBE4B4165022AEsC11
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STRANSFER PUMP TATION FLOW METER.ROUTE
CONTROLLER.SIGNALS TO IRRIGATION
d ';'....' / i 1 /c`? a y / I 4
\ , •', \ `- REMOVE EX.MS4 RTU AND INSTALL NEW RTU
/ 1. / �\M\ / I "' \ APPROXIMATE LOCATION OF RAIN SENSOR \ I PANEL
/// / - --- .....
\ ' , CONTROLLER. ` TRANSFER PROPOSEDU STATION//EFFLUENT I UV j/ ROUTE SIGNALS TO
_ IRRIGATIOWfRANSFERSYSTEM PLC PANEL I SYSTEM)TO BE NEW MSG UNV RN.SEE NOTE 2. I
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\C AVALVE PPROACTUAArMATE oRao�rESIIRRIGATION
N//aLsro RTJ5.CONTROL
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\iflOr , �. APPROXIMATE LOCATION OF TRANSFER CONTROL I
/ II
�,. //"- LN � VALVE ACTUATOR.ROUTE SIGNALS TO RTU S. 1
/ 4►, 4 r r` y b/ \ T 9._ /
/ I =s'\ { /' .tv � 3.+ y © ��ltrey�r'J APPROXIMATE LOCATION OF TRANSFER PUMP STATION
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\ „11 \;' L_ hj / C.Jt J r / • . \1 �'/' \ \ FLOW METER.ROUTE TFANSFR PUMP STATION CONS TO TROLLER.IRRIGATION I
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1 / \.'-:,, \ // `y� APPROXIMATE LOCATION OF W BANK ''+)\ :4„,6.:1',:
. APPROXIMATE LOCATION OF PARSINLL FLUME {1 �'�\ '�Y- � BTATU51 AND 2.RWTE SIGNALS TO RTU S. �4'aAs\ \ ULTRASONIC LEVEL TRANSDUCER(ONE TOTAL).
\ ROUTE SIGNALS TO R/5.
\ / /
'$,\o N, \ � 41111441'.' /______\).____,_ , /
/ / •O ��'� �`a'\ / APPRO%IMATE LOCA1iON OF EFFLUENT CONTROL �"sT---ass _
yh \ VALVE ACTUATOR.ROUTE SIGNALS TO RN 5.
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/ / J /' .- � O / /� /�+ NOTES:
AP.4,1110,6"It \�i'\\ \\ / / N 1. CONTRACTOR TO REMOVE EXISTING RTU PANELS AT IRRIGATION I TRANSFER PUMP STATION
/ ,
\ —T—r • .� \3y \, y 3 ® // / + AND INFLUENT PUMP STATION,MOUNT NEW RTUS,TERMINATE ALL CONDUCTORS IN THE FIELD,
AND RUN ALL NEW CONDUIT AND WIRES FOR ALL CONDUCTORS REQUIRED IN VO LIST.IF
\ k L�yz.I '� ,/ , INSTRUMENTATION IS REPLACED ANCVOR RELOCATED IN THE FIELD.THE CONTRACTOR SHALL
�A\r 'Y x % 4S,,.. ^ `�T. / / BE RESPONSIBLE FOR TERMINATING THE CONDUCTORS IN THE FIELD AS WELL AS INSTAWNG
\\ Y. \....
\ �� {Fi„�.y Il f / +, ALL NEW TWISTED SHIELDED CABLE,CONDUCTORS,AND CONDUIT REQUIRED TO AGGREGATE
/x / ` �3 \ N ��:.. ff O / SIGNALS SACK FOR EACH RTU.SEE VO UST IN SPECIFICATION SECTION 25 W 00.
x/ \ \ / ` Ay rM . ai4$z',.{�,n / t/ 2. NEW HARDWIRED VO WILL BE ADDED AT THE IRRIGATION I TRANSFER PUMP STATION SITE.THE
P K/ \ a,� /c \ ,p m�.� ® l,,, ' .< : // CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING THE NEW RTU,TERMINATING ALL
\�*Y / \ --/ •
\ / s 4.' ,O�i ei'!. ?4 / CONDUCTORS IN THE FIELD,CONSOLIDATING VO FROM EXISTING RTU TO THE NEW RTU.AND
\ / N\ Sx `tom.'Y:7�.µri- \\ 1
/ 1T` O 4 ..tfy') rtA,.,, \ // + INSTAWNG ALL NEW WIRE AND TERS,EF LUENT HA VO WILL BE CONSOLIDATED FROM 1
HARE
\ \\ \EEv,, t�•y �tY�F' \ �, / MULTIPLE LOCATIONS(SAND FILTERS,EFFLUENT CHANNEL AND UV SYSTEM).NEW HARDWIRED
\\ `\\ / \\ ,4 yf.. to., .7/ /+ VOIS SCHEDULED TO BE PICKED UP AT THIS RTU.IRRIGATION AND TRANSFER PUMP SYSTEM
P. ^" SUPPLIER SHALL PROVIDE ALL AUTOMATION PROGRAMMING FOR NORMAL DAY TO DAY
•
,(\ �i// + OPERATIONS OF THE TRANSFER AND IRRIGATION PUMP STATIONS AND PROVIDE A MODBUS
\ \ Ns, / T / TCP-IP COMMUNICATION PROTOCOL FOR INTERFACING WITH EXISTING SCADA SYSTEM.
666 +
.......
\ \ \3 ry A / .ALL o..w,.,w
REMOVE EX.MS4 RTU AND INSTALL NEW RTU Ir,1 J
j ` \ f \ PANEL PROPOSED RTU 6(INFLUENT PUMP I
f IYr� La4ss
! \ \ STATION)TO BE NEW MS5 UNV RTU. `-MINliv;?x"'°
i \\` \�\ \x A, \�17°� e /T 1 j°Q.lEssoNNr' 1
\\ \ \x�\ \ss \k\ /// /} cst = SEAL r\
\ \w / + @ onz3s
x
x\ \ 47. I %`..,CrRR;.... H N,g•
x / KMP /26/202
\ / •
` \ / ,,,\r\ 'f'\ / / GRAPHIC SCALf
x APPROXIMATE LOCATION OF ULTRASONIC LEVEL a r j FINAL DRAWING
\l \r TRANSDUCER.ROUTE SIGNALS TO INFLUENT PUMP ,I
I ---->t -
...
STATION CONTROL PANEL (Inch=a0f FOR BIDDING PURPOSES ONLY
a N. / NOT RELEASED FOR CONSTRUCTION
f + •
No. Revision Date BY Designer s<.re MOUNT OLIVE WWTP IMPROVEMENTS
1CM ASNOTEO �� WithersRavenel
Drawn By Dare Sneer No
PAP MARCH 2O21 I&C SITE PLAN Engineers I Planners I Surveyors
PAP lob No
CONTRACT II I °R 20
2CM S,MCW 02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA USAlista...wanDrive IC..NC 275111t 919.469 OI lloense 0:C-0632 I www.withersravenelcaen

DociUgn Envelope IS 80692B7E-EBRF-BCFB-0OB0.165O22AENC 11
FUNCTIONAL SYMBOL SCHEDULE LINE CODES VALVES,PUMPS,AND METERS(CONTINUED) MISCELLANEOUS SYMBOLS VALVE OPERATION NOTATION PLC NOTATIONS
INSTRUMENT SIGNAL STRAINER AI=ANALOG INPUT
FIRST LETTER SUCCEEDING LETTERS p PURGE CONNECTION EFC=ELECTRIC FAIL CLOSE
ELECTRICAL SIGNAL AO=ANALOG OUTPUT
0 0 DATA LINK 171 LATERAL WYE O SAMPLE POINT AFC=AIR FAIL CLOSE W=DISCRETE INPUT
MEASURED OR INITIATING VARIABLE MODIFIER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER y y PNEUMATIC
OI INTERLOCK EFO=ELECTRIC FAIL OPEN DO=DISCRETE OUTPUT
® AIR I WATER FILTER
% % CAPILLARY ❑X MULTIPLY AFO=AIR FAIL OPEN
• -- - SSW=SURGE SUPPRESSION DEVICE
A ANALYSIS ALARM ^ ^ �i D/A=DISCRETE TO ANALOG CONVERTOR
V V SONIC OR R.F. H HORN DIVIDE AFS=AIR FAIL STATIC
B BURNER,COMBUSTION PROGRAMMER HYDRAULIC ^II HIGH SELECT EFS=ELECTRIC FAIL STATIC
L I' FLOAT SWITCH
C CONDUCTIVITY(ELECTRICAL) CONTROL CLOSED V LOW SELECT
- __ T T
TELEPHONE
0 DENSITY OR SPECIFIC GRAVITY DIFFERENTIAL -Tr- SQUARE ROOT CONTROLLER NOTATION HAND SWITCH NOTATION
�_ NO ELECTRICAL CONNECTION O REGULATOR/FILTER
E VOLTAGE SENSOR(PRIMARY ELEMENT) EDUCATION I Z SUM(ALGEBRAIC) PV=PROCESS VARIABLE INPUT HOP=HAND-OFFAUTO
_4.-_;--_ ELECTRICAL CONNECTIONS I SPECIAL FUNCTION SP=SET POINT INPUT SIS=START/STOP I
(INDICATED BY DOTS) AIR RELEASE VALVE(ARV)
F FLOW RATE RATIO(FRACTION) % AIR VACUUM RELEASE VALVE(ARVR)G GAUGING GLASS.VIEWING DEVICE R+B RATIO PLUS BIAS C=CONTROL OUTPUT SEL=SELECTOR
J11 _r HEAT TRACED PROCESS
H HAND HIGH LINE OR EQUIPMENT ® PADDLE WHEEL FLOW METER (Ll(It RATE OF RISE(LEVEL) OIC=OPEN I CLOSE
0/O=ON/OFF
I CURRENT(ELECTRICAL) INDICATE MATCHUNE
PROCESS UNE OR ELECTRICAL O ULTRASONIC METER LOS=LOCKOUT-START
J POWER SCAN I SHEET > SIGNAL CONTINUATONTOIFROM EQUIPMENT NOTATION D/S=DUTY ISTANDBY
K TIME,TIME SCHEDULE CONTROL STATION SHEET NUMBER INDICATED
M MAGNETIC METER ONLINE/INSERT) B=BLOWER OR FAN
CONTINUATION ON SAME SHEET E=ENGINE FOB=FAST-0fFSLOW
L LEVEL LIGHT(PILOT) LOW
R FI G=GENERATOR OAC=OPEN-AUTO-CLOSE
M MOTOR MIDDLE,INTERMEDIATE l CONTINUATION ON FACILITIES ROTAMETER F=FILTER
OOCA=OPEN-OFF-CLOSE-AUTO
N VIBRATION f11 NOT SHOWN ON DRAWINGS GS=GRINDERUSCREEN
K=COMPRESSOR ROF=REVERSE-0FF-FORWARD
M ELECTRIC MOTOR
O OPERATION OFFSET ORIFICE.RESTRICTION OPEN VALVES,PUMPS.AND METERS O H=HOIST ROL=RAISE-OFF-LOWER
p PRESSURE,VACUUM POINT(TEST)CONNECTION ICI
U FLAME ARRESTOR 11 ME=MECHANICAL EQUIPMENT
(1 QUANTITY,EVENT INTEGRATE,TOTAUZE INTEGRATE (") SUBMERSIBLE PUMP FIR=FORWARD/REVERSE
PINCH VALVE MX=MIXER
HOR=HANG-0FF-REMOTE
R RADIATION RECORD,PRINT REGULATE I1 GATE VALVE P=PUMP
��ET77�� CENTRIFUGAL PUMP R EA EXCHANGER LOU=LOCAL-OFF-REMOTES SPEED,FREQUENCY SAFETY SWITCH al NEEDLE VALVE al T=TANK OR SUMP
SAR=SILENCE-AUTO-RESET
T TEMPERATURE TREND TRANSMIT to BUTTERFLY VALVE
•
U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION O BALL VALVE
ME VALVE DESIGNATIONS(MODULATING)
VERTICAL TURBINE PUMP/WELL PUMP
✓ VISCOSITY VACUUM VALVE.DAMPER.LOUVER,GATE PQ GLOBE VALVE EN=HAND VALVE
FCV=FLOW CONTROL VALVE MISCELLANEOUS NOTATIONS
W WEIGHT,FORCE.TORQUE WELL 10I
PLUG VALVE PRV=PRESSURE REGULATING VALVE SID=SHUTDOWN
DIAPHRAGM VALVE POSITIVE DISPLACEMENT PUMP
LCV=LEVEL CONTROL VALVE OIR=OVERRIDE
X UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED /
FV=FLOW VALVE(NON-MODULATING) MCC=MOTOR CONTROL CENTER
CHECK VALVE -I
Y RELAY,COMPUTE,CONVERT MV=MUD VALVE RFD=VARIABLE FREQUENCY DRIVE
® DIAPHRAGM OR METERING PUMP
Z POSTON FINAL CONTROL DRIVE,ACTUATOR,UNCLASSIFIED DIAPHRAGM CHECK VALVE TV=MV=MUD VALVE VALVE UCP=UNIT CONTROL PANEL
CV=CHECK VALVE LCP=LOCAL CONTROL PANEL
CONTROL VALVE CENTRIFUGAL BLOWER MOV=MOTOR OPERATED VALVE MCP=MASTER CONTROL PANEL
NC=NORMALLY CLOSED
A ALTITUDE VALVE (\\/ \// INSTRUMENT TAG NOTATION NO=ELECTRICAL OPEN
ES=ELECTRICAL SUPPLY
POSITIVE DISPLACEMENT BLOWER FIC 0 1 01 A IS=INLET SILENCER
-11110
I II II II I ImI DS=DISCHARGE SILENCER
PRESSURE REGULATING VALVE 1.—
INSTRUMENT QUANTITY SUFFIX SEQ=SEQUENCE/ALTERNATOR
INSTRUMENT NUMBER SA=SURGE ARRESTOR
DO=DISSOLVED OXYGEN
CALIBRATION COLUMN
BASIC SYMBOLS BACKPRESSURE REGULATING VALVE PROCESS AREA
MULTIPLE FUNCTION ETM=ELAPSED TIME METER
gPRESSURE REUEF VALVE PLANT AREA TURB=TURBIDITY
O OR ©© FIELD MOUNTED INSTRUMENT OR DEVCE TR n ISA INSTRUMENT FUNCTION US=ULTRASONIC
IN PISTON OPERATED VALVE Y PULSATION DAMPENER
e ©© 4X MSSOLENOID TORO OPERATEDRAVVALVE QS =STATUS TYPICAL FOR I]M OR __ FRONT OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC,VFD I M=MOTOR OPERATED VALVE
I P=PNEUMATIC OPERATED VALVE IN1-- ► RETRACTABLE INJECTION QUILL ASSEMBLY THIS SYMBOL INDICATES THE
e OR == REAR OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC VFD DRAIN v
FOLLOWING INSTRUMENTATION OF NOT SHOWN OTHERWISE ON DINGS)RAIN GAUGE METER/CONTROLLER
Y=WEIR GATE FIELD PCP LCPI MCC SCADA GRAPHICS PANEL
XX ©© yI r T=SLIDE SLUICE GATE V Ie,\ FAULT A e OR __ FRONT OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL I L
CD-II"-
._ � FAIL
e IUSTOPLOG %XXX ® SE V=FAIL
©© I SUBMERSIBLE MIXER AS APPLICABLE m VALVE ❑M Mo- ® 1 © 1 � X1
OR REAR OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL
__ BL1ND FLANGE Q TIMER
Cy R� RUN_ (-OL� RUN R
1 OR � \A,j� PLC AND/OR COMPUTER SOFTWARE COMPONENT(OPERATOR ACCESSIBLE UNDER NORMALCONOITIONS ® PRESSURE RELIEF OR SAFETY VALVE X)0(X �- © - OL y1 VroPEN0
SUBMERSIBLE AERATOR/MIXER R=ppEN
(ELECTRIC MOTOR DRIVEN)
`/ 3-WAY __ I
�X%� XX Y' %X� PLC AND/OR COMPUTER GENERATED COMPONENT(NOT OPERATOR ACCESSIBLE UNDER NORMAL 1
l OR J\J CONDITIONS) ® 4-WAY G� READY �a� I READY G
xxxx
TELESCOPING VALVE XXXX I• © I '� +V=CLOSED © M Mo- -{ alk I:°°_51s
• OR PLC INPUTIOUTPUT 0VxLOSED I ©REDUCER V=VALVE
FIELDPCPADA' �D HOSE CONNECTION STORAGE TANK(TYP.) ij "CAR"(�����LTIIYY rt,�((SH 0/"y mp»;o sa N< WAFERCHECK VALVE iae -\ `
T III UNION a 0A1235 z.
v •s.N e I
DIAPHRAGM ISOLATOR •�0,/..,CINE .5c,1
"•,XRK ME -
FINAL DRAWING
FOR BIDDING PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
I
A No. Revision Date By Ter,/=, kale
ADDENDUM Ye/eS,2020 CV Dare Drawn By 1CM AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS INSTRUMENTATION & CONTROL II. WithersRavenel ScemNO
@
PAP DECEMBER 2020 CONTRACT II LEGEND AND GENERAL NOTES %. Engineers
lFLlpners!Surveyors 21
§ Che0 e0 By lob No
ICMS MCW 021810050z TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 115 MaeKenan DnvelCary.NC2751111,9190690T0VJIicense e:Cne321 www.wenen,avenelcom

r
OocuSpn Envelope ID 8069367EFBAF4CFB-8464165080AERC11
TRANSFER EX 28-MIL LAGOON EA.5-DAY UPSET EX.28-MIL LAGOON FIELD 1 FIELD 2 FIELD 3 FIELD 4 FIELD 5 FIELD 6 FIELD! FIELD B FIELD 9 FIELD 10 FIELD 11 FIELD 12
EFFLUENT EX.IRRIGATION TRANSFER IRRIGATION IRRIGATION IRRIGATION TRANSFER TRANSFER EFFLUENT LAGOON INFLUENT CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL
WWTP EFFLUENT CONTROL CONTROL WETWELL RAIN GAUGE WETWELL IRRIGATION IRRIGATION IRRIGATION WETWELL
TRANSFER TRANSFER
man
TURBIDITY VALVE CONTROL
CONTROL VALVE CONTROLLER LEVEL LEVEL PUMP NO.1 PUMP NO.2 PUMP NO.3 LEVEL PUMP NO.1 PUMP NO.2 PRESSURE WATER FLOW WATER FLOW PRESSURE CONTROL VALVE CONTROL VALVE CONTROL VALVE VALVE VALVEVA VALVE VALVE VALVE VALVE VALVE VALVE VALVE VALVEVA VALVE VALVE
r ZS01 \(ZZS� 4SO1` (IA� ( \401R�ETM �011 ETM 4CII`ETM �lA11 �01�ETM 6601�ETM � \(FFAH(�/ `(FFAH (PIT) `(S1) `6rS11 CZSO1� (- ZS� I ZS0\J1 ' SO� (Z501 `IZZSO1 cs `"ooI \�j501� \�TS� 7 Z50`/1 lis0•• \czz511
��� SC1� ZS� SC1 �jA� �A� FAIL �OA<FAIL \l0�FAIL `tA 1 31.11113
>OA.FAIL /OA<FAIL RN /FAL, ,`jFAL 1 >PS.< I ZSCC/' 'LSC 1 ZSC 1 >- SC< `�jSC, /Z5� �SC ,LSC 'ZSC 1 /ZS�`/ /ZSC< I Z5� \>7SC, 'ZSC' >;SC,
�i� >ZI 1 >ZI� >ZI 1 ,I I< >LIC. >OL1<RUN `>jOL'</RUN I O<RUN •LIC<I `>OL<RUN >Ol1'RUN31W >IIOR< 'FIO�I J >0< \>0< >0�1 >Z11< / ZJ< \>Z< `> 1 �ZI�1 �Z11� \>0</1 �jZ13 \�jZ11� / Z� �}ZI , i ZIC�/
>HS� �� , 11� HS HOA HS HOA HS HOA H5 HOA HS HOA HS HS HS HS HS H5 HS HS HS HS HS HS HS HS HS
KJ ♦ J K_J K_J KJ K._I KJ tJ KI tJ `J tJ KJ KJ KJ KJ KJ KJ KvJ K_J K_J KoJ K_J
'V101" "V103" V102' "FM101' "1/102- "V106' "V104" 'V1O5' 'V16T" V108' 'VIO9" V110" "V111" "V112- "V113. V114' 1/115- "V116" 'V117" "V118"
IRRIGATIONIM
CONTROL PANEL ptc
LCritalfik. ILO ILC IVLC ILO VO ® 1/) VLC • ® • ILO /0 0 VLC ®i
[ _ Ir — J I - -� -
0
/XI ► IRRIPGATTION
FIELD NO.1
I__
® I I /DQSPRAY 1
IRRIGATION
• I I I FIELD N0.2
®
IRRIGATION RAIN ® I �Q � IRRSPRAY
IGATION
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APPROVED FOR CONSTRUCTION
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{ No. Revision Date BY De,,6ne, kale MOUNT OLIVE WWTP IMPROVEMENTS 1/
AAA3 1 RHIRESPONSE 3/15/3021 1CM LAP AS NOTED WithersRavenel
Brawo6/ Dee IRRIGATION &TRANSFER SYSTEM P&ID
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LAP En ineelSI Planners Surveyors 22
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JANUARY2021 CONTRACT
10Ma MCW 02181008.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA 11s MaIRenan 0,,,,,i,YNc27511n 91V.469 J340111�ense a.c-06321w 'entnersravennIcom
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