WQ0029169_Engineering Certification_20240531

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other Engineering Certification
Permit Number (IR) * W00029169
Applicant/Permittee Town of Mount Olive
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
..................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Clark Maness
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Engineering Certification
Phone Number*
919-535-5213
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https:Hedocs.deq.nc.gov/Forms/NonDischarge Monitori ng_Report
Permit Type:*
Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:*
WQ0029169
Has Current Existing permit number
Applicant/Permittee Address*
114 East James Street Mount Olive, NC 28365-1711
Facility Name *
Town of Mount Olive WWTP

Please provide comments/notes on your current submittal below.
Erick,
Please see the attached final certification for the subject Reclaimed Water Generation and Dedicated Utilization System Permit for the Town of
Mount Olive. The permit and the Division -approved plans and specifications approved the (1) continued operation of: a transfer pump station with
two 1,750 gallon per minute (GPM), 40 horsepower (hp) transfer pumps; three 888 GPM, 75 hp irrigation pumps; in -line simplex backwash strainer;
a 132.36 acre spray irrigation area consisting of 12 fields; and all associated piping, valves, controls, and appurtenances; and (2) construction only
of: four reduced application spray irrigation areas (i.e., Fields 3R, 4R, 7R, and 9R); and all associated piping, valves, controls, and appurtenances.
The 132.36 acres of irrigation fields are permitted for a yearly maximum application rate of 61.0 inches per year and a maximum hourly
instantaneous application rate of 0.4 inches. The field areas and permitted rates for the 132.36 acres of irrigation fields are based on the soil
evaluation report completed and signed and sealed by a North Carolina Licensed Soil Scientist (dated 4/25/2022) which was submitted as part of the
major modification application dated 11/16/2022. The proposed field areas and permitted rates in the permit for construction of Fields 3R, 4R, 7R,
and 9R are based on the soil evaluation report completed and signed and sealed by the same North Carolina Licensed Soil Scientist (dated
11/15/2022) which was also submitted as part of the major modification application dated 11/16/2022.
This final certification certifies that the permitted facility, as described above, was constructed in compliance with G.S. 143-215.1, Administrative
Code Title 15A Subchapter 02U, the subject permit, and the Division -approved plans and specifications. This final certification does not certify the
operation of Fields 3R, 4R, 7R, and 9R, which cannot be operated until the permittee completes and submits a permit modification containing final
site plans for these fields and engineering calculations pursuant to 15A NCAC 02U .0291(c)(3) to verify that irrigation design meets the soil
evaluation report (dated 11/15/2022) per permit condition I.I. Calculations must be based on a hydrogeologic study and mounding analysis of the
entire irrigation site. A separate consulting firm is completing the hydrogeologic study, mounding analysis, and calculations for the permittee. When
completed the permittee will provide the required hydrogeologic study, mounding analysis, calculations, and any adjustments to final site plans with a
separate permit modification application.
Sincerely,
J. Clark Maness, PE
Project Manager, WithersRavenel
Attachments:
1. Permit WQ0029169 (dated 10/24/2023)
2. Engineering Certification Form
3. Mount Olive WWTP Improvements - Contract I Conformed Record Drawings
4. Mount Olive WWTP Improvements - Contract 11 Record Drawings
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
2024-05-31 - WQ0029169p231024 - Final Certification
10.83MB
Package.pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
&1."4 ew VL.lred
Submission Date 5/31/2024

AEMORANDUM
To: NCDEQ - NCDWR - Non -Discharge Permitting Unit; Attn: Erick Saunders, Engineer III
CC: Town of Mount Olive and Washington Regional Office - Water Quality Regional Operations
From: J. Clark Maness, PE, WithersRavenel
Date: 5/31/2024
Project: Mount Olive WWTP Improvements - Contracts I & II
Subject: Permit WQ0029169 (dated 10/24/2023) - Final Certification Cover Letter
Erick,
Please see the attached final certification for the subject Reclaimed Water Generation and Dedicated
Utilization System Permit for the Town of Mount Olive. The permit and the Division -approved plans and
specifications approved the (1) continued operation of: a transfer pump station with two 1,750 gallon per
minute (GPM), 40 horsepower (hp) transfer pumps; three 888 GPM, 75 hp irrigation pumps; in -line simplex
backwash strainer; a 132.36 acre spray irrigation area consisting of 12 fields; and all associated piping,
valves, controls, and appurtenances; and (2) construction only of: four reduced application spray irrigation
areas (i.e., Fields 3R, 4R, 7R, and 9R); and all associated piping, valves, controls, and appurtenances. The
132.36 acres of irrigation fields are permitted for a yearly maximum application rate of 61.0 inches per year
and a maximum hourly instantaneous application rate of 0.4 inches. The field areas and permitted rates for
the 132.36 acres of irrigation fields are based on the soil evaluation report completed and signed and sealed
by a North Carolina Licensed Soil Scientist (dated 4/25/2022) which was submitted as part of the major
modification application dated 11/16/2022. The proposed field areas and permitted rates in the permit for
construction of Fields 3R, 4R, 7R, and 9R are based on the soil evaluation report completed and signed and
sealed by the same North Carolina Licensed Soil Scientist (dated 11/15/2022) which was also submitted as
part of the major modification application dated 11/16/2022.
This final certification certifies that the permitted facility, as described above, was constructed in compliance
with G.S. 143-215.1, Administrative Code Title 15A Subchapter 02U, the subject permit, and the Division -
approved plans and specifications. This final certification does not certify the operation of Fields 3R, 4R, 7R,
and 9R, which cannot be operated until the permittee completes and submits a permit modification
containing final site plans for these fields and engineering calculations pursuant to 15A NCAC 02U
.0291(c)(3) to verify that irrigation design meets the soil evaluation report (dated 11/15/2022) per permit
condition 1.1. Calculations must be based on a hydrogeologic study and mounding analysis of the entire
irrigation site. A separate consulting firm is completing the hydrogeologic study, mounding analysis, and
calculations for the permittee. When completed the permittee will provide the required hydrogeologic study,
mounding analysis, calculations, and any adjustments to final site plans with a separate permit modification
application.
Sincerely,
J. Clark Maness, PE
Project Manager, WithersRavenel
Attachments:
1. Permit WQ0029169 (dated 10/24/2023)
2. Engineering Certification Form
3. Mount Olive WWTP Improvements - Contract I Conformed Record Drawings
4. Mount Olive WWTP Improvements - Contract 11 Record Drawings

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
October 24, 2023
JAMMIE ROYALL — TOWN MANAGER
TOWN OF MOUNT OLIVE
114 EAST JAMES STREET
MOUNT OLIVE, NORTH CAROLINA 28365-1711
Subject: Permit No. WQ0029169
Town of Mount Olive WWTP
Reclaimed Water Generation
Dedicated Utilization System
Wayne County
Dear Mr. Royall,
In response to your permit modification request received on November 22, 2022, and subsequent
additional information received on March 16, 2023, and July 26, 2023, we are forwarding herewith
Permit No. WQ0029169 dated October 24, 2023, to the Town of Mount Olive for the operation of the
subject reclaimed water generation and dedicated utilization facilities.
Modifications to the subject permit are as follows:
➢ This permit allows for the operation of the irrigation facilities which the Soil Scientist
Summary Report dated April 25, 2022, certified to accept the 61 inches per year designed
loading rate, and in accordance with Condition I.4. of the previous permit issued October 12,
2020.
➢ The Division has included in this permit the unsuitable soils for land application at 61 inches
per year but are not permitted for operation until a permit modification is submitted with
updated field acreages and engineering calculations verifying irrigation design rates meet the
recommendations of the Soil Scientist Evaluation Report dated November 15, 2022.
➢ Addition of Monitoring Well MW-4 to Attachment C.
This permit is effective from the date of issuance through November 30, 2026, shall replace
Permit No. WQ0029169 issued on October 12, 2020, and is subject to the conditions and limitations
therein. The Permittee shall submit a renewal application no later than June 3, 2026.
Please pay 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 may result in future non-compliance.
E Q � North Carolina Department of Environmental Quality j Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
NORTH GAROLINI
Dxwmnmm r Imnmontei oua m 919,707,9000

Mr. Jammie Royall
October 24, 2023
Page 2 of 3
The Division has removed the following permit conditions since the last permit issuance
dated October 12, 2020:
➢ Old Condition 1.3. — The Division has received the Final Operation and Maintenance Plan.
➢ Old Condition L4. — The April 25, 2022, Soil Scientist Evaluation satisfies this condition.
➢ Old Condition L5. — The November 15, 2022, Soil Scientist Evaluation satisfies this
condition.
➢ Old Condition L6. — The Permittee has satisfied this condition.
➢ Old Condition IL3. — The Division has removed this condition.
➢ Old Condition II.18. — The Division has removed this condition because the Permittee owns
all the land within the compliance boundary.
➢ Old Condition VL5. — The Division has replaced this condition with Condition L4.
➢ Old Condition V1.10. — The Division has removed this condition because it is in Condition
VL7.
The following permit conditions and attachments are new or modified since the last permit
issuance dated October 12, 2020:
➢ Condition L4. — This condition replaces Old Condition VL5.
➢ Condition V1.10. — The Permittee shall pay an annual fee for each year of the term of this
permit and continue to pay annual fees for any facility operating on an expired permit that the
Division has not rescinded or revoked.
This permit can be contested as provided in Chanter 150B of the North Carolina General Statutes
by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of
Administrative Hearings (OAH) within 30 calendar days. Requirements for filing a Petition are set forth
in Chanter 150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative
Code. Those interested in filing may access additional information regarding the requirements for filing a
Petition and Petition forms at the OAH website or by calling the OAH Clerk's Office at [phone].
A party filing a Petition shall serve a copy of the Petition on the Department of Environmental Quality's
Office of General Counsel at 1601 Mail Service Center, Raleigh, NC 27699-1601. If the party filing the
Petition is not the Permittee, then the party shall also serve the Permittee pursuant to G.S. 15013-23(a).

Mr. Jammie Royall
October 24, 2023
Page 3 of 3
If you need additional information concerning this permit, please contact Erick Saunders at (919)
707-3659 or erickson.saunders(c deq.nc.aov.
Sincerely,
�
Do�cuyySignedby-
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Wayne County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
J. Clark Maness, PE — WithersRavenel (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

THIS PAGE BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER GENERATION AND DEDICATED UTILIZATION SYSTEM PERMIT
Pursuant to the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Mount Olive
Wayne County
FOR THE
operation of a 560,893 gallon per day (GPD) reclaimed water generation and dedicated utilization facility
consisting of the:
construction only of. four reduced application spray irrigation areas (i.e., Fields 3R, 4R, 7R, and 9R); and
all associated piping, valves, controls, and appurtenances; and the
continued operation of: a transfer pump station with two 1,750 gallon per minute (GPM), 40 horsepower
(hp) transfer pumps; three 888 GPM, 75 hp irrigation pumps; in -line simplex backwash strainer; a lined
5.4 million gallon (MG) five-day upset pond; a 28.1 MG irrigation storage lagoon; a 132.36 acre spray
irrigation area consisting of 12 fields; and all associated piping, valves, controls, and appurtenances
to serve the Town of Mount Olive WWTP, with no discharge of wastes to surface waters, pursuant to the
application received on November 22, 2022, subsequent additional information received on March 16,
2023, and July 26, 2023, and in conformity with the Division -approved plans and specifications
considered a part of this permit.
This permit is effective from the date of issuance through November 30, 2026, shall replace Permit No.
WQ0029169 issued on October 12, 2020, and is subject to the following conditions and limitations:
WQ0029169 Version 3.1 Shell Version 230811 Page 1 of 12

I. SCHEDULES
Prior to operation of the reduced spray irrigation areas (i.e. Fields 3R, 4R, 7R, and 9R), the Permittee
shall submit a permit modification containing final site plans for these fields pursuant to 15A NCAC
02U .0201(d) and engineering calculations pursuant to 15A NCAC 02U .0201(c)(3) to verify that
irrigation design meets the November 15, 2022, Soil Scientist Evaluation. [15A NCAC 02T
.0108(b)(1)(A), 02U .0201]
2. Upon completion of construction and prior to operation of the permitted modifications, the Permittee
shall submit an engineering certification from a North Carolina licensed Professional Engineer
certifying that the permitted facility has been constructed pursuant to G.S. 143-215.1, Administrative
Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and specifications. For
phased and partially certified facilities, the Permittee shall retain the responsibility to track further
construction approved under this permit and shall provide a final engineering certification upon
project completion. The Permittee shall submit the Engineering Certification via the Non -Discharge
online portal. [15A NCAC 02T .0116(a), 02U .0116]
3. The Permittee shall notify the Washington Regional Office, telephone number [phone], at
least two business days in advance of the initial operation of the constructed modifications so that the
Division can conduct a startup inspection. [15A NCAC 02T .0108(b)(1)(A), 02U .0108]
4. If the permitted facilities change ownership or the Permittee changes its name, the Permittee shall
submit a permit modification request on Division -approved forms within 90 days of the change of
ownership. The Permittee shall comply with all terms and conditions of this permit until the Division
transfers the permit to the successor -owner. [G.S. 143-215.1(d3)]
5. The Permittee shall request renewal of this permit on Division -approved forms no later than June 3,
2026. [15A NCAC 02T .0105(b), 02T .0109. 02U .0105. 02U .0109]
IL PERFORMANCE STANDARDS
The Permittee shall operate and maintain the subject reclaimed water generation and dedicated
utilization facilities so there is no discharge to surface waters, nor any contravention of groundwater
or surface water standards. In the event the facilities do not perform as designed, including the
creation of nuisance conditions due to improper operation and maintenance, or failure of the
utilization areas to 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 dedicated utilization facilities. [15A NCAC 02T .0108(b)(1)(A). 02U
.0108]
2. This permit shall not relieve the Permittee of its responsibility for contravention of groundwater or
surface water standards resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A),
02U .0108]
3. Reclaimed water quality shall not exceed the limitations specified in Attachment A. [15A NCAC
02U .0301]
4. The Permittee shall not utilize generated reclaimed water in exceedance of the hydraulic and
agronomic rates specified in Attachment B. [15A NCAC 02U .0401(a)]
The Permittee shall connect the reclaimed water utilization system to a rain or moisture sensor
designed to prevent irrigation during precipitation events or wet conditions. [15A NCAC 02U
.0401(k)]
6. The Permittee shall tag or label all reclaimed water valves, storage facilities, and outlets to warn the
public or employees that the reclaimed water is not for drinking. [ 15A NCAC 02U .0403(b)]
WQ0029169 Version 3.1 Shell Version 230811 Page 2 of 12

7. The Permittee shall color -code, tape, or otherwise mark all reclaimed water piping, valves, outlets,
and other appurtenances to identify the source of the water as reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER
- DO NOT DRINK" or installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be on opposite sides of the pipe and repeated every
three feet or less.
b. Identification tape shall be at least three inches wide and have white or black lettering on a purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK." The Permittee shall install identification tape on top of reclaimed water pipelines
fastened at least every 10 feet to each pipe length and run continuously the entire length of the
pipe.
c. The Permittee shall tape or otherwise identify existing underground distribution systems
retrofitted for conveying reclaimed water as described in Paragraphs a. and b. above. The
Permittee shall perform this identification within 10 feet of any potable water supply line or
sanitary sewer line crossing a reclaimed water line. The Permittee does not need to perform this
identification for the entire length of the distribution system.
[ 15A NCAC 02U .0403(61
8. The Permittee shall secure all reclaimed water valves and outlets such that only Permittee-authorized
personnel can operate them. [15A NCAC 02U .0403(d)]
9. The Permittee shall place hose bibs in locked, below -grade vaults and label them non -potable. The
Permittee may place hose bibs above ground and label them non -potable if the hose bibs require a
tool to operate. [15A NCAC 02U .0403(e)]
10. There shall be no direct cross -connections between the reclaimed water and potable water systems
unless such connection is Department -approved pursuant to 15A NCAC 18C .0406. [15A NCAC
02U .0403(fl]
11. For reclaimed water irrigation fields permitted on or after September 1, 2006, the Division has
established the compliance and review boundaries at the irrigation area boundary. Any exceedance of
groundwater standards at or beyond the compliance boundary shall require the Permittee to take
corrective action. The Division shall note any Division -approved relocation of the compliance
boundary in Attachment B. The Division shall consider multiple contiguous properties under
common ownership and permitted for use as a disposal system as a single property regarding the
determination of a compliance boundary. [15A NCAC 02L .0106(e). 02L .0107(c). 02L .0107(fl.
02T .0105(h), 02U .0501(a)(6)]
12. The Permittee shall notify the Division of any sale or transfer of property affecting a compliance
boundary (i.e., parcel subdivision). [15A NCAC 02L .0107(1)]
13. The Permittee or any landowner who owns land within the compliance boundary shall not construct
any water supply wells within the compliance boundary. [ 15A NCAC 02L .0107(i)]
14. Reclaimed water distribution lines shall be at least five feet horizontally from and 18 inches below
any water line if practicable. If these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards pursuant to 15A NCAC 18C. [15A NCAC 02U
.0403(a). 02U .0403(h)]
15. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards pursuant to 15A NCAC 18C. but in no case
shall they be less than 25 feet from a private well. [ 15A NCAC 02U .0403(a), 02U .0403(i)]
WQ0029169 Version 3.1 Shell Version 230811 Page 3 of 12

16. Reclaimed water distribution lines shall meet the separation distances to sewer lines pursuant to 15A
NCAC 02T .0305. [15A NCAC 02U .0403(a), 02U .0403(i)]
17. The Permittee shall operate and maintain the permitted facilities pursuant to the following setbacks:
a. The Division permitted modifications to the reclaimed water irrigation sites on October 12, 2020,
with an application received on July 7, 2020. The setbacks for spray reclaimed water irrigation
sites originally permitted or modified with an application received on or after September 1, 2018,
are as follows (all distances in feet):
i. Surface waters classified SA:
ii. Surface waters not classified SA:
iii. Each well with exception of monitoring wells:
[ 15A NCAC 02U .0701(c), 02U .0701(d)]
100
25
100
b. The Division originally permitted the treatment and storage units on December 12, 2005, with an
application received on August 5, 2005. The setbacks for treatment and storage units originally
permitted or modified with an application received from June 1, 1996, through August 31, 2006,
are as follows (all distances in feet):
i.
Each habitable residence or place of assembly under separate ownership:
100,
ii.
Each private or public water supply source:
100
iii.
Surface waters:
50
iv.
Each well with exception of monitoring wells:
100
v.
Each property line:
50
vi.
Nitrification field:
20
' Habitable residences or places of assembly under separate ownership constructed after the
Division originally permitted or subsequently modified the facilities are exempt from this
setback.
2 Setbacks to property lines are not applicable when the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[15A NCAC 02H .0219(i)(5)]
WQ0029169 Version 3.1 Shell Version 230811 Page 4 of 12

III. OPERATION AND MAINTENANCE
1. The Permittee shall operate and maintain the subject facilities as a non -discharge system. [15A
NCAC 02U.0101]
2. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in sufficient detail to show what operations are
necessary for the system to function and who shall conduct the operations.
b. A description of the anticipated maintenance of the system.
c. Provisions for safety measures, including restriction of access to the site and equipment.
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation; and contact information for personnel, emergency responders, and
regulatory agencies.
[15A NCAC 02U .0801(a)]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, the Permittee shall designate and employ a
certified Operator in Responsible Charge (ORC), and one or more certified operators as Back-up
ORCs. The ORC or its Back-up shall operate and visit the facilities as required pursuant to 15A
NCAC 08G .0204 and 08G .0205. [15A NCAC 02T .0117, 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)]
5. The Permittee shall maintain a year-round vegetative cover on the irrigation area such that crop health
is optimal and allows even reclaimed water distribution and inspection of the irrigation system. [15A
NCAC 02U .0801(b)]
6. The Permittee shall take measures to prevent reclaimed water ponding in or runoff from the irrigation
area. [ 15A NCAC 02U .0801(c)]
7. The Permittee shall not irrigate generated reclaimed water during inclement weather or when the soil
is in a condition that will cause ponding or runoff. [ 15A NCAC 02U .0401(k)]
8. The Permittee shall test and calibrate the irrigation equipment once per permit cycle. [15A NCAC
02U .0801(d)]
9. The Permittee shall only irrigate reclaimed water generated from the Town of Mount Olive WWTP
onto the sites listed in Attachment B. [15A NCAC 02U .0101]
10. The Permittee shall not allow vehicles or heavy machinery on the irrigation area, except during
equipment installation or maintenance activities. [ 15A NCAC 02U .0801(e)]
11. The Permittee shall prohibit public access to the reclaimed water generation and storage facilities.
[15A NCAC 02T .0 1 08(b)(1)(A). 02U .0108]
12. The Permittee shall control public access to reclaimed water utilization sites during active site use.
[ 15A NCAC 02U .0501(a)(2)]
13. The Permittee shall dispose of or utilize generated residuals in a Division -approved manner. [15A
NCAC 02T .1101. 02U .08021.
14. The Permittee shall not divert or bypass untreated or partially treated reclaimed water from the
subject facilities. [15A NCAC 02U .0402(a)]
WQ0029169 Version 3.1 Shell Version 230811 Page 5 of 12

15. The Permittee shall maintain a freeboard of not less than two feet in the 5.4 MG five-day upset pond
and the 28.1 MG irrigation storage lagoon. [ 15A NCAC 02U .0401(h)]
16. The Permittee shall provide gauges to monitor freeboard levels in the 5.4 MG five-day upset pond
and the 28.1 MG irrigation storage lagoon. These gauges shall have readily visible permanent
markings, at inch or tenth of foot increments, indicating the following elevations: the maximum liquid
level at the top of the temporary liquid storage volume, the minimum liquid level at the bottom of the
temporary liquid storage volume, and the lowest point on top of the dam. [ 15A NCAC 02U .0801(f)]
17. The Permittee shall establish and maintain a protective vegetative cover on all berms, pipe runs,
erosion control areas, surface water diversions, and earthen embankments (i.e., the outside toe of the
embankment to the maximum allowable temporary storage elevation on the inside of the
embankment). The Permittee shall remove all trees, shrubs, and other woody vegetation from earthen
dikes and embankments. The Permittee shall keep all earthen embankments mowed or otherwise
controlled and accessible. [15A NCAC 02U .0801(a)]
18. The Permittee shall test and calibrate metering equipment annually. [15A NCAC 02U .0801(d)]
19. The Permittee shall provide an automatically activated standby power source or other means to
prevent improperly treated wastewater from entering the storage, distribution, or utilization system.
If the Permittee employs a generator as an alternate power supply, the Permittee shall test it weekly.
[ 15A NCAC 02U .0401(d)]
20. The Permittee shall provide continuous online monitoring and recording for turbidity or particle count
and flow prior to storage, distribution, or utilization of reclaimed water. [ 15A NCAC 02U .0401(b)]
21. If the generated reclaimed water exceeds 10 nephelometric turbidity units (NTUs) or the pathogen
limits in Attachment A, the Permittee shall route all generated reclaimed water to the five-day upset
pond until the Permittee corrects all problems associated with the reclaimed water generation system.
The Permittee shall pump all water in the five-day upset pond back to the treatment plant headworks
for re -treatment or treat the water in the five-day upset pond prior to utilization. [15A NCAC 02U
.0402(d)]
22. The Permittee shall provide notification to the public and its employees about the use of reclaimed
water and that reclaimed water is not for drinking. The Permittee shall provide notification to
employees in a language they understand. [15A NCAC 02U .0501(a)(2)]
23. The Permittee shall develop and implement an education program to inform users and its employees
about the proper use of reclaimed water. The Permittee shall provide educational material to all
residents and/or other facilities provided with reclaimed water. The Permittee shall make all
educational materials available to the Division upon request. [15A NCAC 02U .0501(a)(4)]
WQ0029169 Version 3.1 Shell Version 230811 Page 6 of 12

IV. MONITORING AND REPORTING
1. The Permittee shall conduct and report any Division -required monitoring, including the monitoring of
groundwater, surface water or wetlands, waste, reclaimed water, residuals, soil, treatment processes,
lagoon or storage ponds, and plant tissue, if necessary to evaluate this facility's impact on
groundwater and surface water. [15A NCAC 02T .0108(c). 02U .0108]
2. A Division -certified laboratory shall conduct all analyses for the required parameters specified in
Attachments A and C. Parameters measured on -site with in -line metering equipment are exempt from
a Division -certified laboratory analysis. [15A NCAC 02H .0805]
The Permittee shall continuously monitor flow through the treatment facility and report daily flow
values on Form NDMR. Facilities with a permitted flow of less than 10,000 GPD may estimate its
flow from water usage records provided the water source has a metering device. [15A NCAC 02T
.0105(k). 02T .0108(c). 02U .0105. 02U .0108]
4. The Permittee shall monitor the generated reclaimed water at the frequencies and locations for the
parameters specified in Attachment A. [15A NCAC 02T .0105(k), 02T .0108(c). 02U .0105. 02U
.0108]
The Permittee shall maintain records tracking the amount of reclaimed water irrigated, which shall
include the following information for each irrigation site listed in Attachment B:
a. Date of irrigation.
b. Volume of effluent irrigated.
c. Site irrigated.
d. Length of site irrigation time.
e. Continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings.
f Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B.
g. Weather conditions.
h. Maintenance of cover crops.
[ 15A NCAC 02T .0108(c). 02U .0108]
6. The Permittee shall measure and record weekly to the nearest inch or tenth of a foot of freeboard (Le.,
the waste level to the lowest embankment elevation) in the 5.4 MG five-day upset pond and the 28.1
MG irrigation storage lagoon. The Permittee shall maintain the weekly freeboard records for eight
years and shall make them available to the Division upon request. [15A NCAC 02T .0108(c). 02U
.0108]
7. On or before the last day of the month following the previous month's sampling, the Permittee shall
submit monitoring data (as specified in Conditions IV.3 and IVA) on Form NDMR for each PPI and
operation and disposal records (as specified in Conditions IV.5 and IV.6) on Form NDAR-1 for every
site in Attachment B. If no activities occurred during the monitoring month, the Permittee shall still
submit monitoring reports documenting the absence of the activity. The Permittee shall submit the
reports via the Non -Discharge monitorina report aortal. [15A NCAC 02T .0105(1), 02U .0105]
8. Pursuant to G.S. 143-215.1C(a), the Permittee shall provide to its users and the Division an annual
report summarizing the performance of the reclaimed water generation and irrigation facility and the
extent to which the facility has violated this permit, or federal or state laws, regulations, or rules
related to the protection of water quality. The Permittee shall prepare this report on either a calendar
or fiscal year basis and shall submit it no later than 60 days after the end of the calendar or fiscal
year. The Permittee shall submit the annual report via the Non -Discharge online aortal. [G.S. 143-
215.1C(a)]
WQ0029169 Version 3.1 Shell Version 230811 Page 7 of 12

9. The Permittee shall maintain records of all residuals removed from this facility. The Permittee shall
maintain these records for eight years and shall make them available to the Division upon request.
These records shall include:
a. Name of the residuals hauler.
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals.
c. Residuals hauling date.
d. Volume of residuals removed.
[ 15A NCAC 02U .0802(b)]
10. The Permittee shall keep a log of all maintenance done at this facility. The Permittee shall maintain
this log for eight years and shall make it available to the Division upon request. This log shall
include:
a. Date of flow measurement device calibration.
b. Date of irrigation equipment calibration.
c. Date of turbidimeter calibration.
d. Visual observations of the plant and plant site.
e. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing,
inspections, cleanings, etc.).
f. Date and results of the alternate power supply testing.
g. Record of all discharges of reclaimed water to surface waters or the land surface, including the
date of occurrence, estimated volume, and corrective action taken.
[15A NCAC 02U .0801(h)]
11. The Permittee shall sample monitoring wells MW-I, MW-2, MW-3, and MW-4 at the frequencies
and for the parameters specified in Attachment C. [ 15A NCAC 02T .0105(m). 02U .0105]
12. On or before the last day of the month following the previous month's sampling, the Permittee shall
submit a Compliance Monitoring Form (GW-59) and its associated laboratory analyses for each
monitoring well in Attachment C. The Permittee shall submit the Compliance Monitoring Forms via
the Non -Discharge monitorina reportaortal. [15A NCAC 02T .0105(m). 02U .0105]
WQ0029169 Version 3.1 Shell Version 230811 Page 8 of 12

13. Noncompliance Notification:
The Permittee shall report to the Washington Regional Office, telephone number [phone],
within 24 hours of first knowledge of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, structural, etc.) that makes the facility
incapable of adequate reclaimed water generation.
c. Any facility failure resulting in a discharge to surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Ponding in or runoff from the irrigation sites.
f Any failure resulting in a discharge of reclaimed water directly to surface waters or any release of
reclaimed water to land surface greater than or equal to 5,000 gallons. The Permittee shall
document releases less than 5,000 gallons to land surface pursuant to Condition IV. IO.g. but does
not require Regional Office notification.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at the telephone number [phone]. All noncompliance notifications shall
file a written report to the Washington Regional Office within five days of first knowledge of the
occurrence, and this report shall outline the actions proposed or taken to ensure the problem does not
recur. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water generation and dedicated utilization facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water generation and dedicated utilization facilities to
prevent malfunctions, facility deterioration, and operator errors that may result in discharges of
wastes to the environment, threats to human health, or public nuisances. The Permittee shall maintain
an inspection log that includes the date and time of inspection, observations made, and maintenance,
repairs, or corrective actions taken. The Permittee shall maintain this inspection log for eight years
from the date of the inspection and shall make this log available to the Division upon request. [15A
NCAC 02U .0801(h). 02U .0801(i)]
Division -authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the permitted reclaimed water generation and dedicated
utilization facilities at any reasonable time for determining compliance with this permit. Division -
authorized representatives may inspect or copy records maintained under the terms and conditions of
this permit and may collect influent, treatment process water, generated reclaimed water, residual,
soil, plant tissue, groundwater, or surface water samples. [G.S. 143-215.3(a)(2)]
WQ0029169 Version 3.1 Shell Version 230811 Page 9 of 12

VL GENERAL
1. The Permittee's failure to comply with this permit's conditions and limitations may subject the
Permittee to a Division enforcement action. [G.S. 143-215.6A, 143-215.613, 143-215.6C]
2. This permit is effective only for the nature and volume of wastes described in the permit application
and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. There are no variances to administrative codes or general statutes governing the construction or
operation of the permitted facilities unless the Permittee specifically requested a variance in the
application and the Division approved the variance as noted in this permit's facility description. [15A
NCAC 02T .0105(b), 02U .0105]
4. This permit does not exempt the Permittee from complying with all statutes, rules, regulations, or
ordinances that other jurisdictional government agencies (e.g., local, state, and federal) may require.
[15A NCAC 02T .0108(b)(1)(A). 02U .0108]
5. The Permittee shall retain this permit and the Division -approved plans and specifications for the life
of the permitted facilities. [15A NCAC 02T .0105(o). 02T .0116(d), 02U .0105, 02U .0116]
6. The Permittee shall comply with all permit conditions and requirements until the proper closure of the
permitted facilities, or until another appropriate authority permits the facilities. [15A NCAC 02T
.0105(1), 02U .0105]
7. This permit is subject to revocation or modification upon 60-day notice from the Division Director in
whole or part for:
a. Violation of any terms or conditions of this permit or 15A NCAC 02U.
b. Obtaining a permit by misrepresentation or failure to disclose all relevant facts.
c. The Permittee's refusal to allow authorized Department employees upon presentation of
credentials:
I. To enter the Permittee's premises where a system is located or where the Permittee keeps any
Division -required records under the terms and conditions of this permit.
ii. To have access to any permit -required documents and records.
iii. To inspect any monitoring equipment or method as required in this permit.
iv. To sample any pollutants.
d. The Permittee's failure to pay the annual fee for administering and compliance monitoring.
e. A Division determination that the conditions of this permit conflict with the North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .0110, 02U .0110]
WQ0029169 Version 3.1 Shell Version 230811 Page 10 of 12

8. Unless the Division determines that the Permittee needs a permit modification for the construction of
facilities to resolve non-compliance with any environmental statute or rule, or the Division Director
grants a variance, expansion of the permitted facilities shall not occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and the Permittee or any parent, subsidiary, or other affiliate
of the Permittee has abandoned or exhausted all appeals of this conviction.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously
abandoned a wastewater treatment facility without properly closing the facility in accordance
with its permit or 15A NCAC 02U.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and the Permittee or any parent, subsidiary, or other affiliate of the Permittee has
abandoned or exhausted all appeals of this penalty.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not
compliant with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee pursuant to 15A NCAC 02T .0105(e)(2) via 15A NCAC 02U .0105.
[ 15A NCAC 02T .0120(b). 02T .0120(d), 02U .0120]
9. Unless the Division Director grants a variance, the Division shall not renew this permit if the
Permittee or any affiliation has not paid an annual fee pursuant to 15A NCAC 02T .0105(e)(2). [15A
NCAC 02T .0120(c) , 02T .0120(d), 02U .0105. 02U .0120]
10. The Permittee shall pay an annual fee for each year of the term of this permit pursuant to the schedule
in G.S. 143-215.31)(a). The Permittee shall continue to pay annual fees for any facility operating on
an expired permit that the Division has not rescinded or revoked. [15A NCAC 02T .0105(e)(2). 02U
.0105]
Permit issued this the 24t1i day of October 2023
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DocuSigned by:
D1043082680C483...
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0029169
WQ0029169 Version 3.1 Shell Version 230811 Page 11 of 12

Permit No. WQ0029169 Reclaimed Water Generation and Dedicated Utilization System
Town of Mount Olive October 24, 2023
Town of Mount Olive WWTP Wayne County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted modifications, do
hereby state to the best of my abilities that the facility was constructed in compliance with G.S. 143-
215.1, Administrative Code Title 15A Subchapter 02U. this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in
the attached as -built drawings.
Description of variations:
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0029169 Version 3.1 Shell Version 230811 Page 12 of 12

ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS Certification Date: October 24, 2023
Town of Mount Olive Permit Number: WQ0029169 Version: 3.1
PPI 001— Reclaimed Water Generation System Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
Monthly
Geometric Mean
Daily Minimum
Daily Maximum
Measurement
Frequency
Sample
A&Type
00310
00680
00940
31616
50050
00610
00625
00620
00600
00400
00665
70300
00530
00076
BOD, 5-Day (20 °C)
Carbon, Tot Organic (TOC)
Chloride (as Cl)
Coliform, Fecal MF, M-FC Broth, 44.5 °C
Flow, in Conduit or thru Treatment Plant
Nitrogen, Ammonia Total (as N)
Nitrogen, Kjeldahl, Total (as N)
Nitrogen, Nitrate Total (as N)
Nitrogen, Total (as N)
pH
Phosphorus, Total (as P)
Solids, Total Dissolved — 180 °C
Solids, Total Suspended
Turbidity, HCH Turbidimeter
mg/L
mg/L
mg/L
#/100 mL
GPD
mg/L
mg/L
mg/L
mg/L
su
mg/L
mg/L
mg/L
NTU
10
560,893
4
5
14
15
2 x Week
3 x Year'
3 x Year'
2 x Week
Continuous
2 x Week
2 x Week
2 x Week
2 x Week
5 x Week
2 x Week
3 x Year 1
2 x Week
Continuous
Composite
Composite
Composite
Grab
Recorder
Composite
Composite
Composite
Composite
Grab
Composite
Composite
Composite
Recorder
25
6
10
I 10
1. The Permittee shall conduct 3 x Year sampling in March, July, and November
WQ0029169 Version 3.1 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
Town of Mount Olive
Certification Date: October 24, 2023
Permit Number: WQ0029169 Version: 3.1
IRRIGATION AREA INFORMATION APPLICATION LIMITATIONS
Field Owner Parcel No. County Latitude Longitude Net Dominant Parameter Hourly Yearly Units
Acreage Soil Series Rate Max
1 Town of Mount Olive 2582892108 Wayne 35.201755'-78.038492' 10.93 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
2 Town of Mount Olive 2582892108 Wayne 35.201057'-78.036845' 9.05 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
3 Town of Mount Olive 2582892108 Wayne 35.199129'-78.036765' 10.26 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
4 Town of Mount Olive 2582892108 Wayne 35.198789'-78.034301' 6.28 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
5 Town of Mount Olive 2582874199 Wayne 35.197136'-78.033999' 11.30 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
6 Town of Mount Olive 2582874199 Wayne 35.195368'-78.033075' 13.46 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
7 Town of Mount Olive 2582874199 Wayne 35.194684'-78.030733' 6.84 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
8 Town of Mount Olive 2582874199 Wayne 35.196174'-78.035112' 13.90 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
9 Town of Mount Olive 2582681571 Wayne 35.198039'-78.039158' 9.60 Norfolk 01284 - Non -Discharge Application Rate 0.4 61.0 inches
10 Town of Mount Olive 2582681571 Wayne 35.198383'-78.042547' 13.51 Goldsboro 01284 - Non -Discharge Application Rate 0.4 61.0 inches
11 Town of Mount Olive 2582681571 Wayne 35.199281'-78.045810' 13.48 Goldsboro 01284 - Non -Discharge Application Rate 0.4 61.0 inches
12 Town of Mount Olive 2582681571 Wayne 35.194398'-78.041144' 13.75 Goldsboro 01284 - Non -Discharge Application Rate 0.4 61.0 inches
Total:1 lo
Reduced Application Spray Area
a
Net
Dominant
Hourly
Yearly
Field
Owner
Parcel No.
County
Latitude
Longitude
Parameter
Units
Acreage
Soil Series
Rate
Max
3R 1 Town of Mount Olive 2582892108 Wayne 35.200134'-78.036608' TBD 2
Rains 01284 - Non -Discharge Application Rate
0.42
262
inches
4R 1 Town of Mount Olive 2582892108 Wayne 35.198933'-78.034543' TBD 2
Lynchburg 01284 - Non -Discharge Application Rate
0.4 2
26 2
inches
7R 1 Town of Mount Olive 2582874199 Wayne 35.193932'-78.030815° TBD 2
Lynchburg/ 01284 - Non -Discharge Application Rate
0.42
182
inches
Fill Complex
9R 1 Town of Mount Olive 2582681571 Wayne 35.198001'-78.039188' TBD 2
Rains 01284 - Non -Discharge Application Rate
0.4 2
182
inches
These fields contain areas that are unsuitable for the previously permitted application rate of 61 inches per
year. The Permittee shall not apply reclaimed water to these fields until the Division
approves a permit modification in accordance with Condition I.1.
The future major modification permit issuance will include the field acreages based on their wetted acreage.
These application rates are the maximum recommended application rates from the November 15, 2022, Soil
Scientist Evaluation Report.
WQ0029169 Version 3.1 Attachment B Page 1 of 1

THIS PAGE BLANK

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS Certification Date: October 24, 2023
Town of Mount Olive Permit Number: WQ0029169 Version: 3.1
Monitoring Wells: MW-I, MW-2, MW-3, and MW-4
GROUNDWATER CHARACTERISTICS
GROUNDWATER STANDARDS
MONITORING REQUIREMENTS
PCS Code Parameter Description
Daily Maximum
Frequency Measurement Sample Type
Footnotes
00680 Carbon, Total Organic (TOC) mg/L 3 x Year Grab
1,6
00940 Chloride (as Cl) 250 mg/L 3 x Year Grab
1
31616 Coliform, Fecal MF, M-FC Broth, 44.5 °C #/100 mL 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
1
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 (GW) Present: Yes/No Annually Grab
1, 4, 5
82546 Water Level, Distance from measuring point feet 3 x Year Calculated
1, 2, 3
1. The Permittee shall conduct 3 x Year monitoring in March, July, and November, and Annual monitoring in November.
2. The Permittee shall measure the water levels prior to purging the wells. The Permittee shall measure the depth to water in each well from the surveyed point on the top of the casing. The
Permittee shall measure pH after purging and prior to sampling for the remaining parameters.
3. The Permittee shall survey the measuring points (top of well casing) of all monitoring wells to provide the relative elevation of the measuring point for each monitoring well.
The Permittee shall
survey the measuring points (top of casing) of all monitoring wells relative to a common datum.
4. Volatile Organic Compounds (VOC) — Analyze by one or more of the following methods:
a. Standard Method 6200 B-2011, PQL at 0.5 �tg/L or less
b. Standard Method 6200 C-2011, PQL at 0.5 �tg/L or less
c. SW-846 Method 8021 B, Low Concentration, PQL at 0.5 gg/L or less
d. SW-846 Method 8260 D, Low Concentration, PQL at 0.5 gg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used shall meet the following qualifications:
a. A Division -certified laboratory shall run any method used.
b. The method used shall include all the constituents listed in Table 6200:I of Standard Methods.
c. The method used shall provide a PQL of 0.5 �tg/L or less supported by laboratory proficiency studies as required by the Division's Laboratory Certification Branch.
A Division -certified
laboratory shall qualify (estimate) and report any constituents detected above the MDL but below the PQL of 0.5 gg/L.
5. If monitoring detects any volatile organic compounds (VOC), then the Permittee shall immediately contact the Washington Regional Office supervisor, telephone number
[phone], for
further instructions regarding any additional follow-up analyses required.
WQ0029169 Version 3.1 Attachment C Page 1 of 2

ATTACHMENT C — GROUNDWATER MONITORING AND LIMITATIONS
Town of Mount Olive
Certification Date: October 24, 2023
Permit Number: WQ0029169 Version: 3.1
6. If monitoring detects TOC concentrations greater than 10 mg/L in any downgradient monitoring well, the Permittee shall conduct additional sampling and analysis to identify the individual
constituents comprising this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration shall represent the naturally
occurring TOC concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells are subject to additional sampling and analysis as described above.
7. The Permittee shall report monitoring well data on Compliance Monitoring Forms (GW-59s) consistent with the nomenclature and location information provided in this attachment.
WQ0029169 Version 3.1 Attachment C Page 2 of 2

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Permit No. WQ0029169 Reclaimed Water Generation and Dedicated Utilization System
Town of Mount Olive October 24, 2023
Town of Mount Olive WWTP Wayne County
ENGINEERING CERTIFICATION
❑ Partial ® Final
1 J. Clark Maness , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / X❑ fully observed the construction of the permitted modifications, do
hereby state to the best of my abilities that the facility was constructed in compliance with G.S. 143-
215.1, Administrative Code Title 15A Subchapter 02U. this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in
the attached as -built drawings.
Description of variations:
J. Clark Maness
Professional Engineer's Name _ 1
I WithersRavenel I F-1479 I
I Firm Name I Firm No. ■
115 MacKenan Drive
Address
Cary NC 127511
City State Zip Code
919-469-3340 [e-mail]
Telephone JW Email
DocuSigned by:
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5/31/2024
Seal, Signature, and Date
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0029169 Version 3.1 Shell Version 230811 Page 12 of 12

GENERAL LOCATION MAP
NORTH CAROLINA
FUNDING AGENCY I
NORTH CAROLINA OFFICE OF STATE
BUDGET AND MANAGEMENT (NCOSBM)
BUDGET CODE: 23014-2317-7110
AGREEMENT NO.: 224-J
RECORD DRAWINGS
MOUNT OLIVE, NC
MAY, 2024
VICINITY MAP
1"=2,000'
N. CHURCH 5 i --LK //
OLD 7 SPRINGS RD
TOWN OF MOUNT OLIVE
WWTP
Tr
NON -DISCHARGE PERMIT NO.: W00029169
PREPARED BY:
WithersRavenel
I/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersraveneI.com
I 1Dk9 MAI 140 11
INDEX OF SHEETS
Sheet Number Sheet Title
-- COVER
1
GENERAL NOTES
2
OVERALL SPRAYFIELD
LAYOUT
3
SPRAYFIELD
LAYOUT -ZONE
A
4
SPRAYFIELD
LAYOUT -ZONE
B
5
SPRAYFIELD
LAYOUT -
ZONE C1
6
SPRAYFIELD
LAYOUT -
ZONE C2
7
IRRIGATION
VALVE STATIONS
8
DETAILS
LC
DocuSigned by:
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CONFORMED
RECORD DRAWINGS
CLIENT
TOWN OF MOUNT OLIVE
114 EAST JAMES STREET
MOUNT OLIVE, NC 28365
[phone]
ATTN: JAMMIE ROYALL, TOWN MANAGER
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DESCRIPTION
1'CONTOURINTERVAL
5'CONTOURINTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
EASEMENT LINE
CURB & GUTTER
EDGE OF PAVEMENT
SANITARY SEWER FACILITIES
STORM SEWER FACILITIES
WATERLINE
FIRE HYDRANT ASSEMBLY
FORCE MAIN
ELECTRIC
OVERHEAD ELECTRIC
GAS MAIN
TELEPHONE
STRUCTURES
FENCING STRUCTURE
TELEVISION PEDESTAL
WATER MANHOLE
TELEPHONE MANHOLE
FLARED END SECTION
SANITARY SEWER MANHOLE
GAS VALVE
UTILITY MANHOLE
ELECTRICAL PEDESTAL
SIGN
FIBER OPTIC MARKER
LEGEND
(UNLESS OTHERWISE DENOTED)
EXISTING PROPOSED
Ss
W W
FM
E
0HE
G
T
x—x—x
0
O
0
O
m
O
N/A
SS
W W
FM
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
DESCRIPTION
WOODS LINE
WATERWAYS
TREE PROTECTION FENCE
SILT FENCE
SPOT ELEVATION
GUY ANCHOR
POWER POLE
LIGHT POLE
PROPERTYIRON
CURB INLET
STORM DRAIN JUNCTION BOX
YARD INLET
WATER METER
CONCRETE MONUMENT
TELEPHONE PEDESTAL
MAIL BOX
WATER VALVE
CHECK DAM
INLET PROTECTION
SILT FENCE
SILT FENCE OUTLET
FIELD LAYOUT
WETLANDS
TRAI L
SPRAY GUN WETTED DIAMETER
BLOWOFF VALVE
ISOLATION VALVE
DRAIN VALVE
AIR RELEASE VALVE
3" RECLAIM WATER
4" RECLAIM WATER
6" RECLAIM WATER
8" RECLAIM WATER
10" RECLAIM WATER
12" RECLAIM WATER
JUNCTION BOX (WATER TIGHT)
IRRIGATION VALVE SOLENOID VALVE
EXISTING
N/A
N/A
(340.17)
CL
0
O
A
El
TEL
0
MB
A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
R— R
R R
R R
R R
n n
R R
PROPOSED
N/A
N/A
TP
SF
339.92
EP
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
GF
11111111
O
N
O
3" R
4" R
6" R
8" R
10" R
12" R
WT
J
IVSV
GENERAL NOTES:
1. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THE WORK SPECIFIED ON THIS SHEET UNLESS SPECIFICALLY
CALLED OUT IN THE BID FORM.
2. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND
EASEMENTS ON THE JOB SITE AT ALL TIMES.
3. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND THE CONTRACT
DOCUMENTS.
4. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY ENGINEER BEFORE EQUIPMENT IS ORDERED.
5. ALL KNOWN EXISTING UTILITIES 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
CONSTRUCTION (ONE CALL CENTER 1-800-632-4949). ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN
EXISTING UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR.
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES
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
CONTRACTOR.
7. CONTRACTOR SHALL CLEAR AND GRUB ALL UTILITY EASEMENTS, AS DIRECTED BY THE OWNER, TO INSTALL NEW UTILITIES.
8. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT
SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION.
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 UTILITY COMPANY.
10. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR SHALL
COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
11. CONTRACTOR SHALL RESTORE/REPLACE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL
CONDITION.
12. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
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
MINIMUM OF 6" OF CABC SHALL BE USED AS PERMANENT REPAIR ON GRAVEL DRIVEWAYS.
14. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY
INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO
CONTROL RUN-OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED
OF LEGALLY.
15. HORIZONTAL DATUM IS NAD 83.
16. VERTICAL DATUM IS NAVD 88
p DOCUSigned by: ((
ftXALSS 0000410000000000, `, C A R O°000
(� C` O
pp `' opO00000po0
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000aoonaoes
CONFORMED
RECORD DRAWINGS
No.
Revision
Date
By
1
PRELIMINARY MAJOR MODIFICATION SUBMITTAL
JUNE 2020
JCM
2
UPDATED MAJOR MODIFICATION SUBMITTAL
OCT 2020
JCM
RD
CONFORMED RECORD DRAWINGS
MAY 2024
JCM
Designer Scale
JCM AS NOTED
Drawn By Date
BKS MAY, 2024
Checked By Job No.
JCM
MOUNT OLIVE WWTP IMPR
CONTRACT I
TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEM ENTS
NORTH CAROLINA
GENERAL NOTES
-40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
1
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

SPRAY GUN NOTES:
ZONE
SPRAY FIELD
SF
THE SPRAY GUNS ARE LABELED CORRESPONDING TO THE MODEL OF SPRAY
I A
1
476,328
HEAD INSTALLED PER THE FOLLOWING SCHEDULE:
I A
2
394,161
1. SG TYPE 1: NELSON BIG GUN 75 SERIES TAPER RING 0.4" 27-39 GPM
A
3
446,989
2. SG TYPE 2: NELSON BIG GUN 100 SERIES TAPER BORE 0.55" 57-92 GPM
A
4
273,542
3. SG TYPE 3: NELSON BIG GUN 100 SERIES RING NOZZLE 0.89" 118-191 GPM
I B
5
492,354
B
6
586,135
B
7
298,046
B
8
605,284
C1
9
241,078
C2
9
176,948
C1
10
588,593
C1
11
587,224
C1
12
32,765
C2
12
566,094
\
REDUCED SPRAY FIELD
SF
EX. MONITORING WELL
4- r r PROPERTY BOUNDARY
SG2 rrrr
�
r r 4- �rSG>�rrrr\
\ rrr I SG3 FIELD BOUNDARY
f
\ rr.-err r/rrrr,�rr
-SG3,r/rrrr.
rr,� rrl/rr rrr ��►_ /
G3-
SG2
rrrr \,,.��,r r rr
rlr /r —SG2 f �� J S 2,
\ 1,1, —SG3 -- I I — r r
4- rrrrr -SG3-
4-
y, � r 'SG3'
jl SG3' 'SG3'
Sr/rrr --�
\� 1�
f FIELD11�� �� ���� �-r-SG3�r��� X
SG2 •-4`- rrr/ r r r l-� r
\� .....
rrr r� ram/ r 1 r.-�•,�r ��, rrrrrr� -��
SG2 \\
-
r -SG-SG3—
/
-SG2- rr\r rr rrr r� �� _ .
err \-�rr�rrr/ rr Crrr ��-8G3Jr �- V
err -SG3- FIELD 10 r
f rSG3-
\ rrr rrr�rr�r �r��r rr,A�-��rr rrr���rr
rrr- -SG3
--%rrr rrr rrr rrr rrrr
r-t 1 SG3 -� rr -r\r rrr- rrrrr�rrrr
T— r 1 r r r_� r 5G3 SG3 r
rrr rr/r r rrr�-s 3-
FIELD 9 rrr
EX. MONITORING WELL \ r r -k r r 'SG3 �` r r rrrr r/, r r r
--SG2'
rNz— 'x— r r
f
FIELD BOUNDARY
INACTIVE SPRAY GUN
r r
\ a©
f
f
\ CC N
• (V 7J
FIELD 3R
rrr ,err- \ \rrr /rrr
err /rrrr
J�rrC r-S63Jr
. . . . . ... . . . ..
. . . . . . . . . . . .
V-
\ G2 \ `w-- - -
) 2 SG3 . . . . . .
/ . . . . .
SG3 G2
SG3
a
SG2
FIELD
x r \
X -- X — X
1
X
EXISTING
EXISTING ELECTRIC E —
EXISTING UTILITY U —
FIELD LAYOUT
RECLAIM WATER R
STREAMS
EX. WETLANDS
IL USACE DITCH---------
4-
INACTIVE SPRAY GUN
4 - -�
SG3 \
/ I>c . . . . . . . . . .
;G3 I I . . . . .
SG2
/
LEGEND
PROPOSED
SPRAY GUN WETTED DIAMETER
BLOWOFF VALVE
ISOLATION VALVE
REDUCER
DRAIN VALVE
SPRAY GUN
AIR RELEASE VALVE
3" RECLAIM WATER
4" RECLAIM WATER
6" RECLAIM WATER
8" RECLAIM WATER
10" RECLAIM WATER
12" RECLAIM WATER
ZONE B
REDUCED APPLICATION
AREAS
REDUCED APPLICATION
AREAS\BOUNDARY
12" R
r r r r _� rrr r . . . I SG3 �S3
r SGrti%
r ��rrr �r / �( I /�i / S 3 SG2 \
SG3\ _
,/ I / / � / 2" R,
N r r r r r SG3, /'\ > �/ / / \ SG3 „R \ .
-S r t r �� �iL / / \ I I I SG3 I \ySG3 d \ /SG2 . . . .
SG2 rrrrrrr-�-r / SG3 /� / /� G3
\rrrr: 1I- / \ / �FIELD6 /� SG3 I�
rrrr r r r
rr j/ 4-
In"a— 8"R 8" r rrI I / \ \ SG3 / \ — �/ / \\ / — \ /�\ \ \/ / / /
r� r rrr _
rrrSG3rr /.- / \ �. �.i \
MT. OLIVE WWTP r r r r r\r ,7- r r �� r r r SG3 � �� ' � � � /- - \ A \
SG3
rrrr rrrr err rrrr f SG3
° r SG3 r r -SGr r r �` \/' - - / /\ \ 1 SG3 / 1 SG3
1 I SG i I SG2
r r r r r ,-- \ / \ /
SG3 SG3-SC
4- FIELD 7R / \\
S 2
IRRIGATION PUMP - �% �2 r r11, /r Sr r I _ SG1 X — X
STATION WITH
FLOW METER BY . . . . . . . . .
CONTRACT II _ EX. MONITORING WELL ,
CONTRACTOR - - - - - - � �. / . . . . . . . . . -
. . . . . . . . . . '/III . .
. . .. . . . . . . . . . . . ... / . . . . . .
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _III '
. . \� /` \ Y�VI,Ci)�{{0000000ppOp
,._........................ n_ . ................... .
• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,.� / 1 ' - 069F028F63C347°°� N CAR 0°1°pO
.
- 0°O p.00000°° �O
AS OF 5/31/2024, FIELDS 3R, 4R, 7R, AND 9R HAVE BEEN CONSTRUCTED BUT ARE NOT APPROVED
TRANSFER PUMP . . . . . . . . . . . . . . . . /^ �� . • : ° SEAL l o e
FOR OPERATION UNTIL THE OWNER COMPLETES AND SUBMITS A PERMIT MODIFICATION STATION WITH �'� • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '
CONTAINING FINAL SITE PLANS FOR THESE FIELDS AND ENGINEERING CALCULATIONS = 1� �i`' 0 047235 0
FLOW METER BY
PURSUANT TO 15A NCAC 02U .0291(C)(3) TO VERIFY THAT IRRIGATION DESIGN MEETS THE SOIL CONTRACT II . : °°°LNG INE��°°°
.�-�� �� o � ° °
EVALUATION REPORT (DATED 11/15/2022) PER PERMIT WQ0029169 CONDITION 1.1. CONTRACTOR NORTHEAST CAPE FEAR RIVER . . . . . . . . . . . . . . . . . . . . = ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRAPHIC SCALE 'oo°o c°° 00000000
NOTES: zalIa o taa zaa 40
lI0
°0ppp�nepp0000/31/2024
1. ALL IRRIGATION PIPING SHALL BE PVC SDR21 UNLESS NOTED OTHERWISE. SEE DETAILS. . . �� - • ' - 200 Ft. CONFORMED
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS. -� 1 inch I
3. ALL PIPE SHALL BE RESTRAINED JOINT PIPE IF WITHIN A CERTAIN DISTANCE OF A FITTING RECORD DRAWINGS
AS SHOWN IN SECTION 33 26 60 OF THE SPECIFICATIONS. I I I I
No. Revision Date By Designer Scale ° MOUNT OLIVE WWTP IMPROVEMENTS
1 PRELIMINARY MAJOR MODIFICATION SUBMITTAL DUNE 2020 JCM JCM AS NOTED � � W � t h e rs Ra ve n e l Sheet No.
2 UPDATED MAJOR MODIFICATION SUBMITTAL OCT 2020 JCM Drawn By Date OVERALL E RA L L S P RAY F I E L D LAYOUT U T
RD CONFORMED RECORD DRAWINGS MAY 2024 JCM BKS MAY, 2024 C O N T RACT I Engineers I Planners I Surveyors 2
Checked By Job No.
JCM TOWN OF MOUNT OLIVE WAYN E COUNTY NORTH CARO LI NA 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

EX. MONITORING WE
FIE
AS OF 5/31/2024, FIELDS 3R, 4R, 7R, AND 9R HAVE BEEN CONSTRUCTED BUT ARE NOT APPROVED
FOR OPERATION UNTIL THE OWNER COMPLETES AND SUBMITS A PERMIT MODIFICATION
CONTAINING FINAL SITE PLANS FOR THESE FIELDS AND ENGINEERING CALCULATIONS
PURSUANT TO 15A NCAC 02U .0291(C)(3) TO VERIFY THAT IRRIGATION DESIGN MEETS THE SOIL
EVALUATION REPORT (DATED 11/15/2022) PER PERMIT WQ0029169 CONDITION 1.1.
NOTES:
1. ALL IRRIGATION PIPING SHALL BE PVC SDR21 UNLESS NOTED OTHERWISE. SEE DETAILS.
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS.
3. ALL PIPE SHALL BE RESTRAINED JOINT PIPE IF WITHIN A CERTAIN DISTANCE OF A FITTING
AS SHOWN IN SECTION 33 26 60 OF THE SPECIFICATIONS.
FIELD 3R
FIELD 3 -
OH
SPRAY GUN NOTES:
THE SPRAY GUNS ARE LABELED CORRESPONDING TO THE MODEL OF SPRAY
HEAD INSTALLED PER THE FOLLOWING SCHEDULE:
1. SG TYPE 1: NELSON BIG GUN 75 SERIES TAPER RING 0.4" 27-39 GPM
2. SG TYPE 2: NELSON BIG GUN 100 SERIES TAPER BORE 0.55" 57-92 GPM
3. SG TYPE 3: NELSON BIG GUN 100 SERIES RING NOZZLE 0.89" 118-191 GPM
I RELOCATE EX. FENCE OUTSIDE OF
PROPOSED SPRAY FIELD LIMITS
FIELD 4
x�
EXISTING ELECTRIC
EXISTING UTILITY
FIELD LAYOUT
RECLAIM WATER
STREAMS
EX. WETLANDS
USACE DITCH
INACTIVE SPRAY GUN
OVERALL ZONE MAP
LEGEND
EXISTING PROPOSED
— E SPRAY GUN WETTED DIAMETER
— U BLOWOFF VALVE
ISOLATION VALVE
R REDUCER
....... . . DRAIN VALVE
-----------------------------------
SPRAY GUN
AIR RELEASE VALVE
3" RECLAIM WATER
4" RECLAIM WATER
6" RECLAIM WATER
8" RECLAIM WATER
10" RECLAIM WATER
12" RECLAIM WATER
ZONE A
ZONE B
O
0
4" R
4" R
6" R
8" R
10" R
12" R
ZONE C
r r
REDUCED APPLICATION
AREAS
REDUCED APPLICATION
AREAS\BOUNDARY
DocuSigned by:
069F028F63Cj3dj00600000000°
°•° N C A R °A°
°••° '� ,,00000,o�Gil °°
S SEAL 8 e
GRAPHIC SCALE
0 047235 0
100 0 50 100 200 s o o °
I I I I c oo �/� o0 0
°�00 GINS o"g°
°'°° C 000Op00000°°''�°' °
1 inch = 100 Ft. °OOo;ooR n° p0•0•°5/31/2024 o
CONFORMED
RECORD DRAWINGS
No.
Revision
Date
By Designer
1
PRELIMINARY MAJOR MODIFICATION SUBMITTAL
JUNE 2020
JCM
2
UPDATED MAJOR MODIFICATION SUBMITTAL
OCT 2020
JCM Drawn By
RD
CONFORMED RECORD DRAWINGS
MAY 2024
JCM
Checked By
Scale JCM AS NOTED MOUNT OLIVE WWTP IMPR
Date
BKS Job No. MAY, 2024 CONTRACT
JCM TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEM ENTS
NORTH CAROLINA
SPRAYFIELD LAYOUT -ZONE A
-40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
3
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

SPRAY GUN NOTES:
THE SPRAY GUNS ARE LABELED CORRESPONDING TO THE MODEL OF SPRAY 3 , — —
G3
HEAD INSTALLED PER THE FOLLOWING SCHEDULE: �� \ \ \ N,
1. SG TYPE 1: NELSON BIG GUN 75 SERIES TAPER RING 0.4" 27-39 GPM\� SG
2. SG TYPE 2: NELSON BIG GUN 100 SERIES TAPER BORE 0.55" 57-92 GPM '
3. SG TYPE 3: NELSON BIG GUN 100 SERIES RING NOZZLE 0.89" 118-191 GPM �� I \i / �— SG3 \I /
SG3 \ \ / \ SG3 \ \
\ I SG2 /\ \ SG3
\ ' / I SG 25' STREA BUFFER
G3 _ k I / _ _ _ I _ _ _ _ _ _ .
WATERWAY
SG3 SG2 I ' - - - ' X EXISTING
e, xx —x —x�X
/
FIELD 5 EXISTING ELECTRIC
EXISTING UTILITY
/ 1 X FIELD LAYOUT
T
SG2 ' I \ \� / / 6 / x _ X /
\1 / P '\ SG2 -/- X - - - RECLAIM WATER
� 6" R — — — \ \\ X � � +\ . - -- ` STREAMS
SG3
\ \ EX. WETLANDS
� � /' / SG2 \I ' �' / ' 1 f .. ............ .
� � �/ � / -I — _ I \ / / I USACE DITCH
SG3 / / ' 11 /\ 1 G3 4„R I x 0 .
SG2' \� �, / — — — — I� 1 // `P I \ 4 1 I - - - - - - -
/ \ \ I I /
SG2 x
WATERWAY
/ / / \ S f \ \ I SG3 / � \ 25' STREAM BUFFER
_ '
W
r WATERWAY SG2 / / G3-
1 \ 1 \ \
m 25' STREAM BUFFER 4' - - - -
1
0 SG3 SG2 \ \
\ /
1 \
SG3 x —x — -
m
SG2
SG3 I _ / -
1 SG3 CPI — �'� AIR LEASE VA VE \ I \ SG3 \ 1 / STREAM If -
�25' STREAM BUFFER \
/l—� \ / _ — SG3
' 1 \ IRRIGAT N VALVE
SEE SHE T 7 SG3 I /
ZONE B
OVERALL ZONE MAP
LEGEND
PROPOSED
SPRAY GUN WETTED DIAMETER
BLOWOFF VALVE
O
ISOLATION VALVE
►1
REDUCER
DRAIN VALVE
0
SPRAY GUN
AIR RELEASE VALVE
if
3" RECLAIM WATER
4" R
4" RECLAIM WATER
4" R
6" RECLAIM WATER
6" R
8" RECLAIM WATER
8" R
10" RECLAIM WATER
10" R
12" RECLAIM WATER
12" R
ZONE A
ZONE B
ZONE C
REDUCED APPLICATION
AREAS
REDUCED APPLICATION
AREAS\ BOUNDARY
f
SG3 _ SG2 \
SG3 \ / � — — \ / / I
I
y 6" / \
G3� � � 1 1 ' /' \ I► /' \ 1 sR SG3 \
�.S�R / /SG3
fI \I — I R G2
SG3
SG3
SG3 —_ _ \ ,/ __
1
I \ /\ \ / — / l \ f 4" R
4-
SG3 I _ �13
SG3
SG3
SG3 / 1 1 SG3
/SG2
SG1 \ I \
I\ SG3 I SG3 /I \ \ \ / / _ —/ I
f
FIELD /�
8 \, FIELD 7R � \ \\ �
- - -' FIELD 6 ! ��
AS OF 5/31/2024, FIELDS 3R, 4R, 7R, AND 9R HAVE BEEN CONSTRUCTED BUT ARE NOT APPROVED
FOR OPERATION UNTIL THE OWNER COMPLETES AND SUBMITS A PERMIT MODIFICATION
CONTAINING FINAL SITE PLANS FOR THESE FIELDS AND ENGINEERING CALCULATIONS
PURSUANT TO 15A NCAC 02U .0291(C)(3) TO VERIFY THAT IRRIGATION DESIGN MEETS THE SOIL
EVALUATION REPORT (DATED 11/15/2022) PER PERMIT WQ0029169 CONDITION 1.1.
NOTES:
1. ALL IRRIGATION PIPING SHALL BE PVC SDR21 UNLESS NOTED OTHERWISE. SEE DETAILS.
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS.
3. ALL PIPE SHALL BE RESTRAINED JOINT PIPE IF WITHIN A CERTAIN DISTANCE OF A FITTING
AS SHOWN IN SECTION 33 26 60 OF THE SPECIFICATIONS.
No. Revision Date By Designer Scale
MOUNT OLIVE W WT P IMP R
1 PRELIMINARY MAJOR MODIFICATION SUBMITTAL DUNE 2020 JCM JCM AS NOTED
2 UPDATED MAJOR MODIFICATION SUBMITTAL OCT 2020 JCM Drawn By Date
RD CONFORMED RECORD DRAWINGS MAY 2024 JCM BKS MAY, 2024
CONTRACT
Checked By Job No.
TOWN OF MOUNT OLIVE WAYNE COUNTY
JCM
OVEM ENTS
NORTH CAROLINA
DITCH ♦ I a
♦ I\ SG1 I
♦ DocuSigned by:
♦ / OOA ftalA,t,SS
♦ `� / 069F028F600 9S0 0 A 0
0
0p0O00
♦ O O
GRAPHIC SCALE eo°° �� °°°°°°°°°°°G�/°Ae,
1 ♦♦ — 100 0 50 100 200 e000= °°��ES`S�jo �000e
S SEAL 8 g
1 inch = 100 Ft. 0 047235 0
°eeo,,'�G I N E�,�°5`�ee0ee
31/2024
CONFORMED
RECORD DRAWINGS
WithersRavenel Sheet No.
S P RAY F I E L D LAYOUT -ZONE B 1/ Engineers I Planners I Surveyors
4
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

SPRAY GUN NOTES:
THE SPRAY GUNS ARE LABELED CORRESPONDING TO THE MODEL OF SPRAY
HEAD INSTALLED PER THE FOLLOWING SCHEDULE:
1. SG TYPE 1: NELSON BIG GUN 75 SERIES TAPER RING 0.4" 27-39 GPM
2. SG TYPE 2: NELSON BIG GUN 100 SERIES TAPER BORE 0.55" 57-92 GPM
3. SG TYPE 3: NELSON BIG GUN 100 SERIES RING NOZZLE 0.89" 118-191 GPM
NOTES:
1. ALL IRRIGATION PIPING SHALL BE PVC SDR21 UNLESS NOTED OTHERWISE. SEE DETAILS.
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS.
3. ALL PIPE SHALL BE RESTRAINED JOINT PIPE IF WITHIN A CERTAIN DISTANCE OF A FITTING
AS SHOWN IN SECTION 33 26 60 OF THE SPECIFICATIONS.
AS OF 5/31/2024, FIELDS 3R, 4R, 7R, AND 9R HAVE BEEN CONSTRUCTED BUT ARE NOT APPROVED
FOR OPERATION UNTIL THE OWNER COMPLETES AND SUBMITS A PERMIT MODIFICATION
CONTAINING FINAL SITE PLANS FOR THESE FIELDS AND ENGINEERING CALCULATIONS
PURSUANT TO 15A NCAC 02U .0291(C)(3) TO VERIFY THAT IRRIGATION DESIGN MEETS THE SOIL
EVALUATION REPORT (DATED 11/15/2022) PER PERMIT WQ0029169 CONDITION 1.1.
IRRIGATION
LAGOON
� N
UPSET
POND
4R �r
1 SG2
10" R 10" R 8" R
02
SG3
—SG3
FIELD 12
/—SG3
/ SG3 1
12" R
8"R (D"R
FIELD 12
EX. MONITORING WELL
8" R
0-
SG2
�SG`3 SG
R I
SG3,--
- 6 FIELD 9 \
/ 1
SG2'
WATERWAY SG2 / SG3
i I 1
25' STREAM BUFFER R 1 ©4
SG /
G3
ZC
EXISTING
EXISTING ELECTRIC E —
EXISTING UTILITY U —
FIELD LAYOUT
RECLAIM WATER R
STREAMS • • •
EX. WETLANDS
USACE DITCH ------
SG3
4" R
/
4" R 7
1 SG3
/
SG3—/
SG3 / �1
I _
SG3
25' STREAM BUFFER
OVERALL ZONE MAP
LEGEND
PROPOSED
SPRAY GUN WETTED DIAMETER
BLOWOFF VALVE
O
ISOLATION VALVE
►1
REDUCER
DRAIN VALVE
0
SPRAY GUN
AIR RELEASE VALVE
Af
3" RECLAIM WATER
4" R
4" RECLAIM WATER
4" R
6" RECLAIM WATER
6" R
8" RECLAIM WATER
8" R
10" RECLAIM WATER
10" R
12" RECLAIM WATER
12" R
ZONE A
ZONE B
ZONE C � � � �
REDUCED APPLICATION
AREAS
REDUCED APPLICATION
AREAS\BOUNDARY
DocuSigned by:
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m§00000000
00 %
069FO28FP�34�Zf CAR p° °00
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100 0 50 100 200 mo °o�/� <l��o°°° o
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1 inch = 100 Ft.000OR 00 p06o�°°°°°5/31/2024
CONFORMED
RECORD DRAWINGS
No.
Revision
Date
By
1
PRELIMINARY MAJOR MODIFICATION SUBMITTAL
JUNE 2020
JCM
2
UPDATED MAJOR MODIFICATION SUBMITTAL
OCT 2020
JCM
RD
CONFORMED RECORD DRAWINGS
MAY 2024
JCM
Designer Scale
JCM AS NOTED
Drawn By Date
BKS MAY, 2024
Checked By Job No.
JCM
MOUNT OLIVE WWTP IMPR
CONTRACT I
TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEM ENTS
NORTH CAROLINA
SPRAYFIELD LAYOUT - ZONE C1
-40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
5
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

SPRAY GUN NOTES:
THE SPRAY GUNS ARE LABELED CORRESPONDING TO THE MODEL OF SPRAY
HEAD INSTALLED PER THE FOLLOWING SCHEDULE:
1. SG TYPE 1: NELSON BIG GUN 75 SERIES TAPER RING 0.4" 27-39 GPM
2. SG TYPE 2: NELSON BIG GUN 100 SERIES TAPER BORE 0.55" 57-92 GPM
3. SG TYPE 3: NELSON BIG GUN 100 SERIES RING NOZZLE 0.89" 118-191 GPM
Z01
OVERALL ZONE MAP
EXISTING ELECTRIC
EXISTING UTILITY
FIELD LAYOUT
RECLAIM WATER
STREAMS
EX. WETLANDS
USACE DITCH
\ x�' PROPERTY BOUNDARY
SG2
1 �
\
SG3 FIELD BOUNDARY
4-� � � �--�`\ \ SG3
1 i FIELD 10
SG2 � 5G2
SG3
SG3
\4
'T' SG3 \ \ \
SG3 SG2J
BLOWOFFV—�
�� \ \ x �� SG3'
\ ' x \ '�\ I \ I 1
SG2 �' /�'
SG2
SG3
12 1 �111(G F.0 ri oG N
Sc1 \
FIELD 11 \ 1 SG3 /I �
4- SG3
4- ACUItARY---
SG3 4-��j
/ / \ / \ R 8G1
SG3 �`�`� \� fi' j� ��
� SG3 / \ SG3 .
EX. MONITORING WELL \f � � � ��/ � � �� �
SG�
12" PVC SUBMAIN 12
\ —12"R , 12"R , 12"R
12" R 12" R
FIELD BOUNDARY
25' WATERWAY BUFFER 1
INACTIVE SPRAY GUN
WATERWAY SG3-/ I
R
4-
IL
f O'AV
\
f
4-
AS OF 5/31/2024, FIELDS 3R, 4R, 7R, AND 9R HAVE BEEN CONSTRUCTED BUT ARE NOT APPROVED \ 4-
FOR OPERATION UNTIL THE OWNER COMPLETES AND SUBMITS A PERMIT MODIFICATION \
CONTAINING FINAL SITE PLANS FOR THESE FIELDS AND ENGINEERING CALCULATIONS 4-
PURSUANT TO 15A NCAC 02U .0291(C)(3) TO VERIFY THAT IRRIGATION DESIGN MEETS THE SOIL \
EVALUATION REPORT (DATED 11/15/2022) PER PERMIT WQ0029169 CONDITION 1.1.
NOTES:
1. ALL IRRIGATION PIPING SHALL BE PVC SDR21 UNLESS NOTED OTHERWISE. SEE DETAILS.
2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS.
3. ALL PIPE SHALL BE RESTRAINED JOINT PIPE IF WITHIN A CERTAIN DISTANCE OF A FITTING
AS SHOWN IN SECTION 33 26 60 OF THE SPECIFICATIONS.
'2„ R
X
\ 12"R
"R �
IRRIGATION VALVE STATION C
TYP. (SEE SHEET 7)
R
a. N
UPSET
POND
IRRIGATION
LAGOON
LEGEND
EXISTING PROPOSED
E SPRAY GUN WETTED DIAMETER
U BLOWOFF VALVE
O
ISOLATION VALVE
►1
R REDUCER
....... . ......... DRAIN VALVE
..................
0
SPRAY GUN
AIR RELEASE VALVE
3" RECLAIM WATER
4" R
4" RECLAIM WATER
4" R
6" RECLAIM WATER
6" R
8" RECLAIM WATER
8" R
10" RECLAIM WATER
10" R
12" RECLAIM WATER
12" R
ZONE A
FIELD 9R
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 Ft.
ZONE B
ZONE C
REDUCED APPLICATION
AREAS\BOUNDARY
�C,��, DocuSigned by:
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000 Z� ��OF
°A00 Ion oe °°°°° /31/2024
°o°
CONFORMED
RECORD DRAWINGS
No. Revision Date By Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
1 PRELIMINARY MAJOR MODIFICATION SUBMITTAL DUNE 2020 JCM JCM AS NOTED
2 UPDATED MAJOR MODIFICATION SUBMITTAL OCT 2020 JCM Drawn By Date
RD CONFORMED RECORD DRAWINGS MAY 2024 JCM BKS MAY, 2024 CONTRACT
Checked By Job No.
JCM TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA
SPRAYFIELD LAYOUT - ZONE C2
-40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
6
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

CONNECT TO EXISTING 5-CONDUCTOR PLUS
GROUND, SCC CABLE AT EXISTING VALVE
STATION AND ROUTE NEW 5-CONDUCTOR PLUS
GROUND, SCC CABLE TO NEW VALVE STATION
12" MJ 90°
BEND
TO IRRIGATION
FIELD 3
Q I 10" RESTRAINE
FLANGED COUI
1� MJ CAP
I � 1
I =�
I =�
I I I
I
IVSV I I I
I
I I I
10" GATE VALVE 1 I I
(TYP. OF 4) r
I I I
+r
I I I
I =�
I
I I
I I I
� � I
IVSV I I
\ -----�-----------------XI�—
� IIII I I III �
----------------------}���—
I I
12 MJ 90°
I 1
BEND
I
I I
12" MIN. VERT. SEPARATION, TYP. I 1
I I
I I
I�I
I I
b�J
TO IRRIGATION FIELD 3
IIII �
\
I I I I HUHr I tK (I Yr. ur 4) 1 „
I I I I
I I I
8" GATE VALVE WITH
VALVE BOX AND
COVER I 1
� IIII III �
TO IRRIGATION ® --------}���—
FIELD 2
F 12" MJ 90°
Q I BEND
2 #12, 1 #12 G, 1/2"
I I
I
I
I I -------------
I I I IIII— — — — — — — — — — — — — —
—
TO IRRIGATION
FIELD 1
I I I I 1 10" MJ TEE (TYP.)
Q I I I
10" CONTROL VALVE
SOLENOID ACTUATED
1 (TYP. OF 4)
I I I
I I = I
L— — — — — — — — — — — — — — — —
I I \ III ------------ — --
I I I
10" MJ 90° I 1
I I BEND
2 #12, 1 #12 G, 1/2" C
I I I I
IRRIGATION VALVE
_ I I SOLENOID VALVE (TYP.)
— I
IRRIGATION VALVE STATION A - PLAN
SCALE: 3/8" = 1'- 0"
GENERAL NOTE:
1. CONTRACTOR SHALL ROUTE CONDUIT AND WIRE FOR CONTROL AND
POWER TO NEW VALVE STATIONS FROM EXISTING VALVE STATIONS.
2. ALL RECLAIMED APPURTENANCES SHALL BE PAINTED AND COLOR -CODED
PANTONE 522.
3. VALVE STATION PIPING ABOVE GRADE SHALL BE PC 350 DUCTILE IRON.
FIELD PIPING SHALL BE PVC SDR21. ALL PIPING WITHIN 50' OF EACH VALVE
STATION SHALL BE RESTRAINED JOINT PIPE.
I
I I
I I
Q
FROM IRRIGATION
PUMP STATION
12" MJ 90°
BEND
I � I
TO IRRIGATION
FIELD 4
CABLE STUB -UP
UNDERGROUND
3 #12, 1 #12 G, 1/2" C
MOUNT ON SIDE OF
FRP COVER (TYP.)
CABLE STUB -UP
UNDERGROUND
3 #12, 1 #12 G, 1/2" C
MOUNT ON SIDE OF
FRP COVER (TYP.)
0
I I �
BFPRODUCTS 112 APD 10" GATE VALVE 10" CONTROL VALVE
COVER OR ENGINEER SOLENOID ACTUATED
APPROVED EQUAL.
INSTALL PER ALL MFR
RECOMMENDATIONS
10" 90° BEND
10" 90° BEND
1 f
6" CONCRETE PAD
6x6-W2.OxW2.9 W.W.F.
Q �
3" -- — --=-
--————— — — --
=111-111-111-III II 111 111.,111—III�"'lll"
ARV AND ARV MANHOLE
SEE DETAIL ON SHEET 9
CONNECT TO EXISTING 5-CONDUCTOR PLUS
GROUND, SCC CABLE AT EXISTING VALVE
STATION AND ROUTE NEW 5-CONDUCTOR PLUS
GROUND, SCC CABLE TO NEW VALVE STATION
- 10" RESTRAINED
FLANGED COUPLING
ADAPTER (TYP. OF 4)
TO IRRIGATION
FIELD 5
Q
13 ----------ram
10" MJ 90° BEND (TYP.)
WT
i
(TYP. OF 4)
I �
WT
2 #12, 1 #12 G, 1/2" C
---------------------���
=>
— — — — — — — — — — — — — — — — — — — — —
I I
" CONTROL VALVE
SOLENOID ACTUATED
(TYP. OF 4)
IRRIGATION VALVE
SOLENOID VALVE (TYP.)
— ----------------��
— — — — — — — — — — — — — — — — —
_—
T—�
I I
I I
2 #12, 1 #12 G, 1/2" C
13 -----------
T—�
I
I � I
TO IRRIGATION
FIELD 8
IRRIGATION VALVE STATION B - PLAN
SCALE: 3/8" = 1'- 0"
10" RESTRAINED
FLANGED COUPLING
ADAPTER
12"x10" MJ REDUCER
12" MJ 90° BEND
12"x10" MJ TEE
IRRIGATION VALVE STATION - SECTION (TYP. OF 3)
SCALE: 3/8" = 1'- 0"
1 4 1
TO IRRIGATION
FIELD 6
TO IRRIGATION FIELD
TO IRRIGATION
FIELD 7
CABLE STUB -UP
UNDERGROUND
3 #12, 1 #12 G, 1/2" C
MOUNT ON SIDE OF
FRP COVER (TYP.)
TO IRRIGATION Y a
FIELD 12 —
CONNECT TO EXISTING 5-CONDUCTOR PLUS
GROUND, SCC CABLE AT EXISTING VALVE
STATION AND ROUTE NEW 5-CONDUCTOR PLUS
GROUND, SCC CABLE TO NEW VALVE STATION
FROM
IRRIGATION 10" RESTRAINED
PUMP STATION FLANGED COUPLING
/ ADAPTER (TYP. OF 4)
I I I
I I 1
I _ I
— — — — — — — — — — — — —
� x TO IRRIGATION
13 — — — — — — — — — — — — �
FIELD 11
IVSV
i
I I I
WT
I I
1 1 I IVSV
�= I
13
I I 1
1 1 I 10" GATE VALVE
I I (TYP. OF 4)
I I 1
IVSV
2 #12, 1 #12 G, 1/2" C
10" CONTROL VALVE
SOLENOID ACTUATED
(TYP. OF 4)
TO IRRIGATION
FIELD 10
— 13— — — — — — — — — — — —
TO IRRIGATION
FIELD 9
— — — — — — — — — — — — �
I
I I I
WT
I I \ J
I I
IVSV =
I � I
I I
I
I
I I
--------------
I I
J 12" MIN. VERT. SEPARATION, TYP.
TO VALVE
STATIONS
AAND B
- 2 #12, 1 #12 G, 1/2" C
IRRIGATION VALVE
SOLENOID VALVE (TYP.)
_-----�� � 12"MJ90°BEND (TYP.)
IRRIGATION VALVE STATION C - PLAN
SCALE: 3/8" = 1'- 0"
DocuSign/ed by: -
Vo ®`pp0 A
069F028F63C342f�0 °�°°`` CA
•°0 � °pp00000poO `/ °00
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° NG IN
°OOOpO°o°°°°°°�� °°•°
R K M P�:s°°5 31
°0p800806°o°°0° �2024
CONFORMED
RECORD DRAWINGS
No.
Revision
Date
By
1
PRELIMINARY MAJOR MODIFICATION SUBMITTAL
JUNE 2020
JCM
2
UPDATED MAJOR MODIFICATION SUBMITTAL
OCT 2020
JCM
RD
CONFORMED RECORD DRAWINGS
MAY 2024
JCM
Designer Scale
Drawn By
JCM AS NOTED
Date
BKS MAY, 2024
Checked By Job No.
JCM
MOUNT OLIVE WWTP IMPR
CONTRACT I
TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEMENTS
NORTH CAROLINA
IRRIGATION VALVE STATIONS
WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
7
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

TRACER WIRE
#12 SOLID COPPER THHN
INSTALL ON ALL NON-METALLIC PIPES EXCEPT
PIPES INSTALLED IN A STRAIGHT LINE BETWEEN
STRUCTURES
,i �III�III�III. j
-III.
FINAL BACKFILL
PER SPECIFICATIONS
INITIAL BACKFILL
COMPACTED IN
8" TO 12" LAYERS (MAX)
AS SPElCIFIED
1
PIPE BEDDING
FINISHED GRADE
UNDISTURBED SOIL
I—
=1 I I: �
E 12" MIN
I
III:
HAUNCHING
4" MIN
CUSHION
8" � — 8" — MINIMUM SIDE CLEARANCE
PIPE O.D.
12" � — 12" — MAXIMUM SIDE CLEARANCE
CLASS "B" BEDDING
REQUIRED FOR PVC
NOTES:
1. MINIMUM DEPTH FROM GRADE TO TOP OF PIPE SHALL BE 36" IN ALL AREAS.
2. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING.
3. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
4. ALL BACKFILL MATERIAL SHALL CLASS I OR CLASS II SOILS PER SPECIFICATIONS.
5. BACKFILL SHALL BE TAMPED IN 6" LIFTS
6. ACHIEVE 95% COMPACTION IN ALL AREAS.
PVC PIPING TRENCH DETAIL
NOT TO SCALE
NOTE:
1. HEIGHT OF MANHOLE TO ACCOMMODATE TYPE
OF AIR RELEASE VALVE.
2. PLACE FLEXIBLE UTILITY MARKER WITHIN ONE
FOOT OF EACH BLOWOFF ASSEMBLY. SEE
DETAIL 2 FOR MARKER REQUIREMENTS.
STANDARD RING &COVER EXISTING GRADE
W. Y�
STANDARD MANHOLE
P RISER SECTION
WITH FLAT TOP
P AIR RELEASE VALVE
a
TAPPED TEE
NON -SHRINK GROUT
2 BALL fz�
VALVE
Y� a
4" MIN
MAIN PIPE
8
�b`�b�t
gm— 12" 57 STONE, TYP.
COVER LETTERING:
"POTABLE WATER"
"RECLAIM WATER"
"SANITARY SEWER"
AS APPROPRIATE
TYPICALLY 5'±
SEE NOTE
AIR RELEASE VALVE 6
NOT TO SCALE VAR.
FINAL BACKFILL
PER SPECIFICATIONS
ii
INITIAL BACKFILL
COMPACTED IN
8" TO 12" LAYERS (MAX)
AS SPECIFIED
NOTE:
TRENCHES REQUIRING SHORING & BRACING,
DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACE OF THE SHORING & BRACING.
PIPE TRENCH OVAR
NOT TO SCALE
rom
a�
STANDAR--D'' //RING & COVER
W.
ire
L
12"±
f
FINISHED GRADE
UNDISTURBED SOIL
8" --*— — 8" — MINIMUM SIDE CLEARANCE
PIPE O.D.
12" --*— — 12" — MAXIMUM SIDE CLEARANCE
CLASS "D" BEDDING
REQUIRED FOR DIP
° AIR RELEASE VALVE
OFFSET FROM OPENING
MZ4
T
661 X 4" W FLEXIBLE
UTILITY MARKER;
MATERIAL: HIGH
IMPACT FIBERGLASS
REINFORCED RESIN
COLOR: PURPLE FOR
RECLAIM WATER;
BURY 18" DEEP
ii
V---t
_-1 4" F_
FLEXIBLE UTILITY MARKER 2
NOT TO SCALE VAR.
3" � 10" =�
(NOTICE 1
I
RECLAIMED WATER J@ 7"
DO NOT DRINK
NO BEBER
NOTES:
1. INSTALL PLACARD ON EACH GATE TO RECLAIM WATER FIELDS
(FOUR TOTAL).
2. BACKGROUND SHALL BE 3M SCOTCHLITE 710 PROCESS COLOR OR
EQUIVALENT (FEDERAL HIGHWAY SIGN COLOR).
3. SIGN LETTERS SHALL BE REFLECTIVE MATERIALS.
4. MOUNTING HARDWARE SHALL BE STAINLESS STEEL.
5. SIGN BLANK SHALL BE REFLECTIVE ALUMINUM WITH A THICKNESS
OF 0.080 INCHES.
RECLAIM WATER PLACARD OVAR
NOT TO SCALE
NOTE:
STANDARD VALVE
BOX INSTALLATION 1. PLACE FLEXIBLE UTILITY MARKER WITHIN
ONE FOOT OF EACH BLOWOFF ASSEMBLY.
SEE DETAIL 2 FOR MARKER REQUIREMENTS.
FINAL GRADE
�/iaoioaooioiaai riiict��cc c, : rooioioaiaioiiiaiaoioioiriar��oaiiiiiooaiaiii
l l—III III III —III III-
2" NO LEAD BRASS OR D.I.P. :,THREADED 6" 12"
6MINIMUM LENGTH), )
NIPPLE " FROM FINISHED GRADE
`:.
TAMPED BACKFILL TAMPED
BACKFILL
2" THREADED, NO LEAD BRASS
OR DUCTILE IRON PIPE
RESTRAINED PVC SDR21 PIPE �I
2" GATE
VALVE
CONCRETE BLOCKING MINIMUM 1/3
CUBIC YARDS AT 3,000 P.S.I.
RESTRAINED MECHANICAL
JOINT TAPPED CAP
2" THREADED, NO LEAD BRASS OR DUCTILE
IRON PIPE (± 12 INCHES IN LENGTH)
BLOW -OFF 2 INCH ASSEMBLY 4
NOT TO SCALE VAR.
TYP FINISHED GRADE
IN PAVED AREAS
MIN 2-1/2"
FINISH COURSE
BASE "01mr-,
COURSECAST-IN-PLACE CONCR
24" X 24" SQUARE
6" THICK
3,000 PSI
SCREW TYPE
ADJUSTABLE VALVE BOX
CAST IRON VALVE BOX COVER LABELED:
"RECLAIM WATER"
6"
MIN TYP FINISHED GRADE
rIN UNPAVED AREAS
III=1 I I=1 I I=11 �
a � III,;,III,;,III,,III-
CAST -IN -PLACE OR
PRECAST CONCRETE RING
24" X 24" SQUARE OR
24" DIAMETER
6" THICK
3,000 PSI
COMPACTED
BACKFILL
EX. GRADE 6" ROUND VALVE BOX OVERLAPPING COVER
11�ry11('l IT_TIT-I=11i11I,-III1IT�ITIi I�iT�llTllTiIli il�-
Tr
IT�, _,TiTII
,I;�
NOTE:
36" COVER
1. PLACE FLEXIBLE
RECLAIM WATER MAIN UTILITY MARKER
6" PVC SCH. 40 WITHIN ONE FOOT
(LENGTH AS REQ'D) nF FACH MAN[ JAI
2" DUCTILE IRON GATE VALVE
2" PVC SCH 40
(LENGTH AS REQ'D)
1 I 90° BEND -
PVC SCH 40
o
2" SCH 40 PVC
90° BEND �vUvU� �UvUU�
PVC SCH 40
SUMP - 3/4" CRUSHED ROCK
2'x2'x3' DEEP, VALVE TO BE LOCATED AT
LOW POINTS ON MAIN SEE SPRAYFIELD
LAYOUT DRAWINGS FOR LOCATIONS
"" " ""' """_E SPRAY GUN
MANUAL DRAIN VALVE ASSEMBLY
NOT TO SCALE
100 SERIES TAPER BORE NOZZLE (HALF CIRCLE)
PRESSURE FLOW RATE WETTED DIAMETER
2" NPT NIPPLE PSI GPM FT
2" X 3" FNPT REDUCER 40 57 202
50 64 216
�F 60 69 228
70 75 238
5" X 5" PRESSURE TREATED WOOD POST 80 79 248
MIN OF 36" COVER OVER PIPE
` COMPACT EARTH BACKFILL AROUND POST 90 83 258
5-0"
100 87 268
STAINLESS STEEL U-BOLT BANDS 110 92 278
FINAL GRADE
(MINIMUM OF 3 REQUIRED)
L-
3" GALVANIZED STEEL RISER PIPE
100 SERIES RING NOZZLE (FULL CIRCLE)
1 -ICI-ICI _�I-I�
III —III —III— 3" GALVANIZED STEEL TEE PRESSURE FLOW RATE WETTED DIAMETER
I— WITH CAP ON BRANCH SIDE
30 MIN. COVER= -I 1 j i,I I I I PSI GPM FT
—I 4" DI CAP WITH 3" THREADED INSERT 40 118 236
50 129 250
4" RESTRAINED DI 90° BEND 1 60 141 270
70 152 290
FROM IRRIGATION SUBMAIN
(SIZE VARIES) 1 80 163 300
90 173 310
100 182 320
110 191 326
SPRAY GUN/RISER DETAIL
NOT TO SCALE
VALVE BOX SHALL NOT
CONTACT MAIN OR VALVE
p NOTE:
p 1. WHEN THE DISTANCE FROM THE TOP OF THE LID TO THE
VALVE PIPE P TOP OF THE OPERATING NUT IS GREATER THAN 36" AN
I
0 EXTENSION WILL BE REQUIRED TO BRING THE OPERATING
I I II I II I I I IIIIi I NUT TO WITHIN 24" FROM THE TOP OF LID. THE
=III=III—i—i—i=i EXTENSION MUST BE THE SET SCREW TYPE AND
1-III=I I =III=III=III=III—III—I = SOLID 4" THICK ATTACHED TO THE OPERATING NUT.
--III—I 11=1 11=1 11=1 11='
I—III=III=III=I I I=I I I=1' CONCRETE BLOCK
UNDISTURBED EARTH —�-1 -III III=1' 2. ALL VALVE BOXES AND COVERS SHALL BE H2O RATED FOR
HEAVY TRAFFIC.
VALVE & VALVE BOX 7 3. PLACE FLEXIBLE UTILITY MARKER WITHIN ONE FOOT OF
NOT TO SCALE VAR. EACH VALVE. SEE DETAIL 2 FOR MARKER REQUIREMENTS.
DRAIN VALVE.
SEE DETAIL 2 FOR
MARKER
REQUIREMENTS.
GENERAL NOTE:
1. ALL RECLAIMED APPURTENANCES SHALL BE COLOR -CODED
PANTONE 522.
2. MANUAL VALVES SHALL REQUIRE KEY FOR OPERATION BY
AUTHORIZED PERSONNEL ONLY
Docu�Signed by:
°A °RpOp°
069F02o���3�:iA Qatloeoeoo..
o= aCr�e��FESS/0�i°a,2
a SEAL a
e e e e
047235 a g'
a° ° c °LNG I N��*�S
°Ooo oORe °aoo °\°°°'!/31/2024
CONFORMED
RECORD DRAWINGS
No. Revision Date By Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
1 PRELIMINARY MAJOR MODIFICATION SUBMITTAL DUNE 2020 JCM JCM AS NOTED -40- W i t h e rs Ra ve n e l Sheet No.
2 UPDATED MAJOR MODIFICATION SUBMITTAL OCT 2020 JCM Drawn By Date DETAILS
RD CONFORMED RECORD DRAWINGS MAY 2024 JCM BKS MAY, 2024 CONTRACT I Engineers I Planners I Surveyors 8
Checked By Job No.
JCM TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
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GENERAL LOCATION MAP
CONSTRUCTION DRAWINGS
MOUNT OLIVE, NC
FEBRUARY 8,2024
VICINITY MAP
1"=2,000'
INDEX OF SHEETS
NORTH CAROLINA Sheet Number Sheet Title
-- COVER
z
j 1 GENERAL NOTES AND LEGEND
/4v/c a 2 PROCESS FLOW DIAGRAM
�^ 3 HYDRAULIC PROFILE
4 EXISTING CONDITIONS
5 SITE PLAN
NC HWY 55
N. CHURCH ST 6 INFLUENT PUMP STATION FORCEMAIN PLAN AND PROFILE
� — 7 INFLUENT PUMP STATION MODIFICATIONS
OLD 7 SPRINGS RD
8 HEADWORKHEADWORKS MODIFICATIONS
9 TRANSFER PUMP STATION PARTIAL SITE PLAN
10 IRRIGATION PUMP STATION DEMOLITION PLAN
11 IRRIGATION PUMP STATION PLAN AND SECTION
12 TRANSFER PUMP STATION PLAN AND SECTION
TOWN OF MOUNT OLIVE 13 PARSHALL FLUME PLAN AND SECTION
WWTP 14 MISCELLANEOUS WWTP MODIFICATIONS
NCH iii �����ii[i� � 15 MISCELLANEOUS DETAILS
16 SINGLE LINE DIAGRAM
17 ELECTRICAL SITE PLAN
18 ELECTRICAL MODIFICATIONS DETAILS
N PDES PERMIT NO.: NC0020575 19 INSTRUMENTATION & CONTROL SITE PLAN
DocuSignedt%I120 INSTRUMENTATION & CONTROL LEGEND AND GENERAL NOTES
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RECORD
DRAWING
FUNDING AGENCY
NORTH CAROLINA OFFICE OF STATE
BUDGET AND MANAGEMENT (NCOSBM)
BUDGET CODE: 23014-2317-7110
AGREEMENT NO.: 224-J
PREPARED BY:
WithersRavenel
I/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersraveneI.com
OWNER
TOWN OF MOUNT OLIVE
114 EAST JAMES STREET
MOUNT OLIVE, NC 28365
[phone]
ATTN: JAMMIE ROYALL, TOWN MANAGER
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DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
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 = 2000 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 LINE
N/A
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
N/A
TP
DOCUMENTS.
5.
PROVIDE BRACING AGAINST WALLS AS REQUIRED TO PREVENT DAMAGE DURING COMPACTION OF FILL.
ROADWAY CENTERLINE
- - SILT FENCE
N/A
'F
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
(340.17)
339.92
EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 95% DENSITY AT OPTIMUM
RIGHT OF WAY LIMITS
N/A SPOT ELEVATION
CL
EP
5.
ALL KNOWN EXISTING UTILITIES HAVE BEEN SHOWN FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTORS
RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF
MOISTURE CONTENT AS MEASURED BY ASTM D698. FILL PLACEMENT SHALL BE UNDER THE CONTROL OF AN INDEPENDENT
TESTING LABORATORY.
EASEMENT LINE
- -
CONSTRUCTION (ONE CALL CENTER 1-800-632-4949). ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN
CURB & GUTTER
GUY ANCHOR
-0
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 LIFTS
EDGE OF PAVEMENT
- POWER POLE
N/A
NOT EXCEEDING 8 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
-&- SS ASS LIGHT POLE
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
- - - - PROPERTY IRON
o
N/A
CONTRACTOR.
CONCRETE:
WATERLINE
W W V W- CURB INLET
N/A
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
4-m- �►� STORM DRAIN JUNCTION BOX
O
N/A
"BUILDING
8.
THE CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT
2.
CONCRETE WORK SHALL CONFORM TO CODE REQUIREMENTS FOR REINFORCE CONCRETE", ACI 318-95 AND
FORCE MAIN
FM FM YARD INLET
®
N/A
SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION.
"ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES", ACI 350R-89.
RECLAIM WATER
R R _R R- WATER METER
DI
N/A
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 N/A CONCRETE MONUMENT
a
N/A
IN THE BID FORM. ANY RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
OVERHEAD ELECTRIC
0HE N/A TELEPHONE PEDESTAL
®
N/A
4.
CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS SPECIFIED IN CHAPTER 12 OF ACI 301-89 EXCEPT
TEL
10.
THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR SHALL
POLYETHYLENE FILMS SHALL NOT BE USED FOR THE CURING OF CONCRETE WORK.
GAS MAIN
N/A MAIL BOX
N/A
COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES.
0
5.
CONCRETE FORM WORK SHALL CONFORM TO ACI 347R-78(84) AND ACI MANUAL SP-4.
TELEPHONE
T N/A WATER VALVE
p"Q
►t
11.
CONTRACTOR SHALL RESTORE/REPLACE 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
N/A
AND AT 30 FEET MAXIMUM. CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED 10'-0" MINIMUM DISTANCE FROM ALL WALL
12.
THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS OTHERWISE NOTED ON THE
INTERSECTIONS.
FENCING STRUCTURE
-❑ ❑ INLET PROTECTION
N/A0
DRAWINGS.
TELEVISION PEDESTAL
0 N/A SILT FENCE
N/A
7.
CHAMFER EXPOSED EDGES OF CONCRETE 3/4 INCH, UNLESS OTHERWISE NOTED.
TV
�F
13.
ALL DRIVEWAYS SHALL BE REPAIRED AS SOON AS CONSTRUCTION HAS PASSED. A MINIMUM OF 6" OF CABC SHALL BE USED
WATER MANHOLE
0 N/A SILT FENCE OUTLET
N/A
i I I i
FOR TEMPORARY REPAIR ON ASPHALT AND CONCRETE DRIVEWAYS UNTIL PERMANENT REPAIR CAN BE COMPLETED AND A
MINIMUM OF 6" OF CABC SHALL BE USED AS PERMANENT REPAIR ON GRAVEL DRIVEWAYS.
TELEPHONE MANHOLE
O N/A WETLANDS
"`
"'Ir
REINFORCED STEEL:
N/A
_+
+J
14.
ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY
"STANDARD
FLARED END SECTION
I�
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 SPECIFICATION
N/A
CONTROL RUN-OFF. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED
FOR DEFORMED AND PLAIN BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT," ASTM A615, GRADE 60.
SANITARY SEWER MANHOLE
OF LEGALLY.
GAS VALVE
N/A
2.
WELDED WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATION FOR WELDED STEEL WIRE FABRIC FOR CONCRETE
15.
HORIZONTAL DATUM IS NAD 83.
REINFORCEMENT," ASTM A185.
ELECTRICAL UTILITY MANHOLE
0 N/A
16.
VERTICAL DATUM IS NAVD 88
3.
DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE "ACI DETAILING
ELECTRICAL PEDESTAL
® N/A
MANUAL - 1994," PUBLICATION SP-66 (94).
N/A
PROJECT SPECIFIC CONSTRUCTION SEQUENCE PLAN
SIGN
-�
4.
REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING CONCRETE.
N/A
1.
THE CONTRACTOR MAY COMPLETE THE WORK OUTLINED IN THE PROJECT IN THE ORDER DEEMED NECESSARY BY THE
FIBER OPTIC MARKER
g
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.
1.2.
THE NEW 18-INCH FORCE MAIN FROM THE INFLUENT PUMP STATION TO THE HEADWORKS SHALL BE INSTALLED AND PASS
6.
PROVIDE 445 BARS (2 EACH FACE) AT EACH SIDE OF OPENINGS IN SLABS AND WALLS AND EXTEND 2'-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 B" TENSION LENGTHS AS SPECIFIED IN TABLE 5-5(B) 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 CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY WASHINGTON REGIONAL OFFICE AT
SPLICED AT ANY ONE LOCATION.
252-946-6481 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.
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
CROSS REFERENCING SYSTEM
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 3 IS
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 EITHER SIDE OF WALL.
DIRECTION OF VIEW _ �� SECTION LETTER
A
5.
AREAS TO BE LEFT DORMANT FOR LONGER THAN 15 WORKING DAYS OR 21 CALENDAR DAYS SHALL BE TEMPORARILY
STABILIZED WITHIN SEVEN DAYS.
2.
WATERSTOPS SHALL BE MANUFACTURED OF VIRGIN MATERIAL COMPOSED OF AN ELASTOMERIC POLYVINYL CHLORIDE
COMPOUND MEETING THE REQUIREMENTS OF CORPS OF ENGINEERS CRD-0572. SUBMIT MANUFACTURER'S LITERATURE
SHOWING COMPLIANCE WITH THE ABOVE SPECIFICATION AND SHOWING WATERSTOP SHAPES FOR USE.
4
DRAWING WHERE
6.
CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION AND AFTER EACH RAINFALL EVENT TO DETERMINE WHICH AREAS CAN
SECTION IS DETAILED
BE TEMPORARILY OR PERMANENTLY SEEDED, WHICH DEVICES NEED MAINTENANCE, REPAIR, ETC. AND TO ENSURE THAT THE
3.
WATERSTOPS AT CONSTRUCTION JOINTS SHALL BE 6 INCH MINIMUM LENGTH "DUMBBELL" TYPE UNLESS OTHERWISE INDICATED
EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY. PERFORM ANY NECESSARY MAINTENANCE.
ON DRAWINGS. WATERSTOPS AT EXPANSION JOINTS SHALL BE 9 INCH MINIMUM LENGTH "DUMBBELL" TYPE WITH 3/4 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 A �� SECTION LETTER
8.
FERTILIZE, SEED, AND MULCH ALL DISTURBED AREAS ACCORDING TO SEEDING SCHEDULE.
NOT TO SCALE 3 * DRAWING ON WHICH
9.
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED, CALL FOR AN INSPECTION BY AN ENVIRONMENTAL
SECTION WAS CUT
INSPECTOR.
10.
IF SITE IS APPROVED, REMOVE ANY TEMPORARY DIVERSIONS, SILT FENCES, STONE DRAINS, SEDIMENT TRAPS, ETC. AND
(3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER
RE -GRADE AND SEED OR STABILIZE ANY RESULTING BARE AREAS.
TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED
NUMBERS RATHER THAN LETTERS.
11.
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FORA FINAL SITE INSPECTION BY AN ENVIRONMENTAL INSPECTOR.
�� DETAIL NUMBER
OBTAIN CERTIFICATE OF COMPLETION AND REMOVE ALL EROSION CONTROL MEASURES WITHIN 30 DAYS.
m
Y
DETAIL 1
Y
NOT TO SCALE
INDICATES THAT DETAIL
a
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ON SAME SHEET AS
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No. Revision
1 RECORD DRAWINGS
Date By Designer Scale MOUNT
02/08/2024 BKS JCM AS NOTED
OLIVE
WWTP IMPROVEMENTS
Sheet No.
W i t h e rs Ra ve n e l
Drawn By Date
77
PAP 02/08/2024
CONTRACT
GENERAL NOTES AND LEGEND
1 0 Engineers Planners Surveyors
Checked By Job No.
JCM & MCW 02181005.02 TOWN O F MOUNT OLIVE
WAY N E COUNTY NORTH CA RO L I N A
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 license #: F 1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
PROPOSED 18" PVC FORCEMAIN
>< ><—>
INFLUENT PUMP STATION MANUAL BAR SCREEN
> Sl� PARSHALL FLUME GRIT CLASSIFIER FLOW SPLITTER
MECHANICAL SCREEN
24" DIP INFLUENT GRAVITY LINE FROM SEWER COLLECTION SYSTEM >< I><
PERMIT NO. WQCS00129
ADF 2.0 MGD
PEAK 6.48 MGD
EX. 12" FORCEMAIN
EX. 1,750 GPM INFLUENT PUMPS
� EX. 750 GPM INFLUENT PUMPS
EX. 8" PVC
DRAIN LINE
MANHOLE MANHOLE
8" PVC DRAIN LINE
6" PVC BACKWASH PROPOSED 8" DRAIN EX. 15" VCP
LINE TO CONNECT DRAIN LINE
TWO EX. MANHOLES
12" DIP MIXED LIQUOR
8" DIP R.A.S.
8" DIP SLUDGE
c
V
12" DIP 24" DIP
OMANH
12" DIP
C
10" PVC R.A.S.
R.A.S. / W.A.S. PUMP STATION 1
6" PVC W.A.S.
12" PVC OXIDATION DITCH >
DRAIN LINE
8" DIP
SLUDGE/R.A.S.
8" PVC R.A.S.
Y
K
W
Y
N
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R.A.S. / W.A.S. PUMP STATION 2
2
w 6" PVC W.A.S.
8" PVC DRAIN LINE
12" PVC R.A.S.
MANHOLE l
EX. 8" PVC —
DRAIN LINE
12" PVC OXIDATION DITCH
DRAIN LINE
>1 FLOW SPLITTER
12" DIP
CLARIFIED
EFFLUENT
6" PVC BACKWASH
8" PVC W.A.S.
EX. MANUALLY
THROTTLED
DRAIN VALVE.
NORMALLY
CLOSED
EX. 10" DIP —
DRAIN LINE
TRAVELING BRIDGE
TERTIARY FILTER 1A
TRAVELING BRIDGE
TERTIARY FILTER 1 B
TRAVELING BRIDGE
TERTIARY FILTER 2A
TRAVELING BRIDGE
TERTIARY FILTER 2B
12" PVC
V
EQUALIZATION BASIN
6" BACKWASH
V
FILTER BACKWASH PUMP STATION 2
SLUDGE LOADING PAD
8" PVC
8" PVC W.A.S.
V
V
12" PVC R.A.S.
20" DIP MANHOLE 20" DIP
C12" DIP
18" PVC>I
>1
18" DIP
EX. METERING
MANHOLE
FOUND TO NOT BE n n
OPERATIONAL DURING IVI
CONSTRUCTION
6" BACKWASH V
V
FILTER BACKWASH PUMP STATION 1
FLOW SPLITTER
UV DISINFECTION CHANNEL 1
UV DISINFECTION CHANNEL 2
AEROBICALLY DIGESTED
SLUDGE HAULED FROM
WWTP BY THIRD PARTY
ANOXIC BASIN 1
ANOXIC BASIN 2
12" PVC DRAIN LINE
18" DIP
PROPOSED PARSHALL FLUME
EX. MODULATING
BUTTERFLY VALVE
IRRIGATION
PUMP STATION
PROPOSED
MODULATING
BUTTERFLY VALVE
PROPOSED TRAN
PUMP STATIO
18" DIP
PROPOSED REUSE OF
TWO (2) EXISTING TRANSFER PUMPS
5-MG 5-DAY UPSET
LAGOON
U
12" DIP
MIXED LIQUOR
18" DIP
TO EXISTING OUTFALL AT
NE CAPE FEAR RIVER
NPDES PERMIT NO. NCO020575
PERMITTED MONTHLY AVERAGE
DAILY FLOW 1.0 MGD
EX. TRANSFER PUMPS TO BE MOVED
AND REUSED ON PROPOSED TRANSFER STRAINER
PUMP STATION
VALVE
— EX. METER
TO PROPOSED
10" PVC RECLAIM WATER
n n 12" PVC RECLAIM WATER
IVI
SPRAY IRRIGATION
FIELDS
NON -DISCHARGE
EX. MODULATING
PERMIT NO.
WQ0029169
BUTTERFLY VALVE
PERMITTED FLOW
/
560,893 GPD
>< 12" PVC RECLAIM WATER
PROPOSED UPGRADED
IRRIGATION PUMPS
PROPOSED METER
SFER
N
dm
12" PVC EFFLUENT
12" PVC RECLAIM WATER
28-MG STORAGE
LAGOON
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RECORD
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1 Revision Date BK Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED � � W i t h e rs Ra ve n e l Sheet No.
Drawn By Date PROCESS FLOW DIAGRAM 1�
PAP 02/08/2024 CONTRACT 11 2
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
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
3. ACTUAL PUMP STATION PUMP ON AND PUMP OFF LEVELS MAY VARY ON OPERATOR SETTINGS.
160
150
140
130
120
110
HER
120
110
2 EX. 20 HP PUMPS AND 2 EX. 40 HP PUMPS
ONE (1) 20 HP PUMP AT 750 GPM
TWO (2) 20HP PUMPS AT 1,500 GPM
ONE (1) 40 HP PUMP AT 2,050 GPM
TWO (2) 40 HP PUMPS AT 3,100 GPM
MAX. TOTAL FLOW = 4,600 GPM
NORMAL W.L. EL. 155.42'
PEAK FLOW W.L. EL.156.48'
Z_ U
Q 0
Q� � O
J
TOP OF SLAB EL. 133.16'
TOP OF WALL EL. 132.50'
6"
{ INV. 129.00'
HIGH WATER ALARM EL. 127.50'
24" y
LAG PUMP ON EL. 125.00' 8"
LEAD PUMP ON EL. 124.50' .:.
INV. 124.60'
INV. 125.20'
PUMPS OFF EL. 121.50' LOW WATER ALARM EL. 121.00'
EL. 119.00'
INFLUENT PUMP
12"
12"
71
OVERFLOW WEIR EL. 133.33'
NORMAL W.L. EL. 132.54'
PEAK FLOW W.L. EL. 133.20'
RIM EL. 134.50'
PARSHALL FLUME CREST EL. 153.98' HEADWORKS
NORMAL W.L. EL. 154.91' NORMAL OUTLET WEIR EL. 152.97'
55.99' EQUALIZATION WEIR EL. 154.17'
NORMAL W.L. EL. 153.72'
FLOW SPLITTER PEAK FLOW W.L. EL. 154.56'
TOP OF WALL EL. 157.49'
EQ. BASIN
INV. 155.03' EL. 151.96' L� ft> --F Iii- MAXIMUM W.L. 151.50'-�
12"
18" I NV. 147.50'
EL. 145.13'
NORMALLY CLOSED EL. 141.50'
CONTRACTOR TO VERIFY
RIM AND INVERT
ELEVATIONS AND LINE SIZES
NEW 8" LINE BETWEEN EX.
MANHOLES. CONTRACTOR
TO VERIFY DEPTH.
WEIR EL. 127.28'
NORMAL W.L. EL. 127.88'
PEAK FLOW W.L. EL. 128.67'
12"
MANUALLY THROTTLED
'71 18"
NORMALLY CLOSED
RETURN FROM
5-DAY UPSET POND
fE�3Y
I NV. 143.50'
12"
TOP OF BERM EL. 153.50'
TO PARSHALL FLUME
2 DUTY PUMPS, 1 STANDBY PUMP
1 PUMP AT 888 GPM
2 PUMPS AT 1,776 GPM
�i
- WEIR EL. 142.91'
NORMAL W.L. EL. 143.18'
PEAK FLOW W.L. EL. 145.94'
TO IRRIGATION FIELDS MEMO,
EL. 132.92' TRAVELING BRIDGE FILTER
WEIR EL. 131.61' 10" 12"
NORMAL W.L. EL. 133.16' NORMAL W.L. EL. 131.79'
'EAK FLOW W.L. EL. 133.54' PEAK FLOW W.L. EL. 132.04' UV & POST AERATION 1 DUTY PUMP, 1 STANDBY PUMP
TOP OF WALL EL. 134.75' 1 PUMP AT 1,750 GPM TO IRRIGATION POND / 5 DAY UPSET POND ♦ 12"
2 PUMPS AT 3,500 GPM
UV UV UV UV `
18 GATE
24" TOP OF WALL EL. 131.00' TOP OF WALL EL. 131.50' TOP OF WALL EL. 131.50'
EL. 128.42'
.. • .. • •.' " �``' r ; :::: _ . `..:;":.:.;.'.'; �'.: ':' ;. •�•� EL. 127.50' EL. 127.50' HIGH WATER ALARM EL. 127.50
- HIGH WATER EL. 127.00 LAG PUMP ON EL. 127.00
20" INV. INV. 124.00' INV. 124.00' LEAD PUMP ON EL. 126.50'
INV. 128.92''71 125.73' �.
17
i ,.., PUMPS ON EL. 124.00
-
EL. 124.83' PUMPS OFF EL. 122.00'
INV. 125.33' �i.' PUMPS OFF EL. 121.39'
I s
INV. 125.33' 18 18 18
'. EL.118.00' s :+
EL. 117.39'
'71
IRRIGATION PUMP STATION
PROPOSED TRANSFER
PUMP STATION
t7
WEIR EL. 141.94'
NORMAL W.L. EL. 142.04'
PEAK FLOW W.L. EL. 143.56'
WEIR EL. 127.90'
NORMAL W.L. EL. 128.28'
PEAK FLOW W.L. EL. 129.27'
12"
12"
4 8"
TO RAS/WAS PUMP STATION
- INV. EL. 125.5615'
"i
.tee
f':
CLARIFIER
r V NOTCH WEIR EL. 138.04'
NORMAL W.L. EL. 138.12'
PEAK FLOW W.L. EL. 138.19'
EL. 123.83'
12"
PARSHALL FLUME CREST EL. 125.85'
NORMAL W.L. EL. 126.75'
PEAK FLOW W.L. EL. 127.58'
TOP OF WALL EL. 131.001
i
I INV. EL. 125.00'
160
150
Rat
130
120
110
140
130
TO EXISTING
OUTFALL
Do�cuuSigned by:
l u" ��5ARO4iy',,
069, 2912 5 6� S S/0^9�'9 '
SEAL
047235 =
NC I N
1,1111��"``2/9/2024
RECORD
DRAWING
120
No
1
Revision Date BK Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED -40- W i t h e rs Ra ve n e l Sheet No.
Drawn By Date HYDRAULIC PROFILE
PAP 02/08/2024 CONTRACT 11 3
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

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DocuSi9 n Envelope ID: 264COBAC-7E68-4F1C-9E47-OCBCDB67B4A8
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NAD 83 (2011) \ d \c9Oob
• / N'.526,864.707 \ \Lo
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[ OWNER: TOWN OF MOUNT OLIVE
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1 PIN:2582575371 /
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OWNER: WILKINS BETTY 1'
DB: 0005E PG:801
PIN:2582475738
Scale
- gy _ Designer )CM AS NOTED
Date Date
Revision 02/08/2024 BKS _ prawn By PAP 0210812024
RECORD DRAWINGS
_ ]ob No.
Checked By 02181005.02
JCM & MCW
I
OLIVEWWTP IMPROVEMENTS
MOUNT
CONTRACT It NORTH CAROLINA
WAYNE COUNTY
TOWN OF MOUNT OLIVE
1
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II x
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SLUD
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EXISTING CONDITIONS
I
x— x— X x—_f
NOT AVAILABLE IN DUPLIN OR WAYNE COUNTY GIS
EX. WWTP OUTFALL
18"OIPSFPL/�/ '
WR CONTROL REBAR
NC GRID COORDINATES
NAD 83 (2011)
N: 526,620.00 1
E: 2,285,566.78 1
NAVD 88 ELEV.:128.82
GRID GROUND POINT
CGF'. 0,999872476
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� � 1 1 1111111 i(1}11D111 //,/
069F•0��3oZ'000 00 O° FFS Slo/
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' = 047235
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RK1111„01,112� 9/2024
OWNER: TOWN OF MOUNT OLIVE GRAPHIC SCALE 80 RECORD
D13: 2283 PG:632 20 40
PIN: 2582560896 40 D RAW I N G
I
1 inch = 40 ft.
Sheet No.
_
W►thersR avenel 4
Engineers I
t/
Planners I Surveyors
27511 I t: 919.4b9.3340 I license #: F-1479 I "1,wN,•Withersravenel.com
115 MacKenan Drive I Cary NC
k.
WR CONTROL REBAR #1
NC VERSE STDATIOONRDINATES
TRAVERSE
N'. 526,767.39
E: 2,285,289.46
NAVD 88 ELEV.:130.934'
I

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DocuSi9 n Envelope ID- 264C0BAC-7E68-4F1C-9E47-oCBCDBB764A8
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No
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090 , 1
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OWNER: TOWN OF MOUNT OLIVE 1 1
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PIN: 2582567990
61
00
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�� 11;- °pG\� � 1 PROPOSED IRRIGATION PUMP STATIO
— SS 12' C-900 PVC DRAIN SS _ _� RASIWAS �I. /P MODIFICATIONS SEE SHEETS 10 AND 11
_ via i W 92 s y \ 1 TRANSFER PUMP STATION
Wd X / — PUMP
w STATIONS PROPOSE
8°c-900 PV�AS _ d ! w3 �� 1 SEE SHEET 12 r �%
-- � 4Hp��p�ANr � 1 � _ TO BE PARTIANT LLY COLLAPSED DURING CONSTRUCTION,
4 REHABILITATION W ` , EX. PIPE FOUND
c, RY FILTERS 3 & M AND �y b �y \ ECTION OF LINE BETWEEN ECED AT EXISTING SLOPES WITH
OPOSED TERTIA IN SYSTE
Q PR ENTIRE S
o° `` WITH AQUA AEROBICS UNDER-DRA DOWNSTREAM MANHOLE WAS REPLACED
/ CES, SEE FIR SPECIFICA46I6 N29 01 \ \\ y ` 1
x 1 OXIDATION o APPURTENAN 6129 & 61 NEW 18" PVC C900 PIPE.
/ 1 DITCH \ \ X NIP C PLANIT WATER W - — W 1
CLARIFIER: \ b �2y oo� W I
EX. WWTP OUTFALL
LOD VC WA
5 LLNr
24"DIP"`'t' 1P tiFFIj
''' � TERTIARY ��-, x
SS
[� FILTER S ? I
LUG VALVE
x
�' 1� REPLACE EX. 6 P 5 • —� BUILDING�o x /
2. ESTIMATED DEPTH —1� L .— '::.; s
OXIDATION TYP. OF :r;:x` 18"DIP EF
X I I DITCH % — I �pQ� TfON»'`,s S0
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PROPOSED PARSHALL FLUME
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OPERATIONS LE REMOVED FROM BED I
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REPLACE EXISTING VALVE. \ u
x ESTIMATED DEPTH OF 15. \ �_+; 0 SEWE ES CONSTRUCTION 1
'' I U TATION DER CHANGE x
-- INFLU UN 0.4 I
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SHEET 14ORDER N I 1
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/ PROPOSED HE ' CLARIFIER REMO ALVE "` u
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INFLUENT I
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x
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SEE SHEET 6 I
++
EX. ASPHALT DRIVE I Ill ��/
J W / 4"PVC PLANT WgTER x
\ — — LOD LOD � / r LOD W W W--
— W
/ �X— X— X— X— X— X— X— X— X— X— X— X— X— X—--X--W -'W W x
\ I— X_ — X — x — x — x — x — x — INFLUENT PUMP STATION X 1
MODIFICATIONS
SEE SHEET 7
W /F/o P o VC LINE � jl I
`01 __W,/, ° �'r °�� CONNECT NEW 8" CCOONTRACTOR DocuSignedpX> rrrrrrrrrr,
12+0o BETWEEN MH CARp�1,,
DEPTH I ��
/ o�F I °
EX. GRAVEL DRIV / USE MANHOLE REPLACED TO VERIFY �
' ��CJ Sj�N
X -X , CC�J
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OWNER: D IL0005E PG 801
PIN:2582475738
_ F
EX, DOOM) L / ' IN -KIND WITH MATCHING INVERTS
X .�
TP "PROVEMEN'T'S
> - HIV E W VV
MOUN-f It NORTH CAROLINA
- _ Scale TED O N-f RAC
BV - Designer 3CM AS NO
Date Date \NAYNE COUNTY
Revlslon 02/08/2024 BKS Drawn By PAP 02/08/2024
RECORD DRAWINGS _ ]obNo. � TORN OF MOUNT OLIVE
' Checked By 02181005.02
JCM & MCW
SATE PLAN
SEAL -
047235
✓°°�NGIN���°55:
q°°°°° °° ���
RKr.rr�.. ^2�9/2024
RECORD
DRAWING
-t/ W ithersR
avenel
Planners I Surveyors
0 Engineers I N, withersravenel.com
an Drive I Cary NC 27511 I t• 919.4b9.3340 I license #: F-1479 I Ww
115 MacKen
11.
OWNER: TOWN OF MOUNT OLIVE GRAPHIC SCALE 80
DB: 2283 PG:632 PIN:2582560896 0 20 41
40
1 inch = 40 Ft.
Sheet No.
5
I

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
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BASIN
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CONNECT PROPOSED
FORCEMAIN TO HEADWORKS / /// /////j STA: 13+34
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FORCEMAIN
STA: 10+57 STA:'1 /�� // l O O \ Z� _\,:-.., :_ E — wj 8„C soo PVC wW wa lI /
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— �36
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ssMH w . PUM 12 x 90°VERT BEND
�\ \ — I I I / / GG \ \\ /✓ / j/ / // s,c, RIM:131.44 I I STAT N
/ I / 9 \ // /�/// // Pc, I O INV: 125.92 cP ' I \
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SQ�P \ — �140_ ` X x — X �` � STA: 17+39
r/ L\ r \ �X (�X— ���� \�P \ % — ��_—_�-- � X ` X X_ X- w W- - W 18 x12 REDUCER
\ J �L 4" \
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t7' _ VV i
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18"x45°BEND �/ \ �J� \r_J ��� �� //// X� X
X — �X STA: 17+25 -18"x90°BEND x
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k L I J UNDERNEATH CENTER OF EACH WATERLINE — '�� �
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0:1
HEADWORKS
: U
155 a
a
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PROPOSED 18" PC 250
DI FORCE MAIN (ALL
RESTRAINED JOINT)
150
I
145
140
135
130
125
120
1151
9+50
0
0
Q
10+00
51 LF RESTRAINED JC INT 'IPE
10+50 11+00
11+50 12+00
170 LF RESTRAINED JOINT PIP=
I I
12+50 13+00
FORCE MAIN AND EXISTING GRAVITY
SEWER WITH CLEAN #57 STONE
13+50 14+00 14+50 15+00 15+50 16+00
16+50
w
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w " w
N 00 co OL
Q X Q X
122 LF RESTRAI VED JOINT PIPE
17+00 17+50
f
160
155
150
145
140
EX. INFLUENT
PUMP STATION
135
130
125
120
NOTES:
1. GRAVITY SEWER MUST REMAIN IN SERVICE AT ALL TIMES. CONTRACTOR IS
RESPONSIBLE FOR SUPPORTING AND MAINTAINING GRAVITY SEWER.
1
GRAPHIC SCALE
40 0 20 40 80
115 1 inch = 40 Ft.
18+00
SCALE:
1 " = 40' HORIZ.
1 " = 4' VERT.
DocuSignned by:
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RECORD
DRAWING
No. Revision Date By Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BKS Drawn By JCM Date AS NOTED INFLUENT PUMP STATION FORCEMAIN 0 W i t h e rs Ra ve n e l Sheet No.
1
PAP 02/08/2024 CONTRACT 11 6
Checked By Job No.
PLAN AND PROFILE Engineers I Planners I Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
I I
I I
I I
i
EX. BYPASS CONNECTION
I
I I
12'-4"
APPROXIMATE ROUTE OF CONDUIT I EX. 12" FORCE MAIN
AND WIRE FOR ULTRASONIC LEVEL I I(f
TRANSDUCER I I
1 EX. 8" DRAIN LINE
2' 4" I EX. AIR RELIEF
APPROXIMATE EX. ULT VALVE
CONTROLLER LOCATION I J
EX. 8" FLG'D CHECK VALVE, TYP,
i
EX. 8" FLG'D COUPLING
_-- --�—L— ---- ADAPTER, TYP.
EX. 48"x36" ACCESS HATCH
° '1I{��JiI�Ir�JLI
° o u
°
3-74" ° O
EX. MCC-INF PANEL
CORE DRILL EX. TOP OF WETWELL I EX. 6" SUCTIO PIPING
AND INSTALL ULTRASONIC LEVEL
I I „
EX. 8 FLG D PLUG VALVE TYP.
TRANSDUCER I r I
2'-5"'
EX. 24" INFLUENT
LINE FROM MH I \n
o
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REMOVE EX. SPOOL AND INSTALL
17' 4" I I I 12" FLG'D PLUG VAVLE, SPOOL
— — — — d � p AND FLG'D COUPLING ADAPTER
u i i I• I
I I o o
l
I I , ° o e
I
2'-6"
L
EX. WETWELL VENT —/
EX. 8" SUCTION PIPING
I
I
II EX. 6" BACKWASH
Lj EFFLUENT LINE FROM
FILTERS
18"x12" MJ REDUCER
4'-0"
—
18" FORCEMAIN, SEE SHEET 6 12" MJ PLUG VALVE
FOR CONTINUATION
12" MJ 90° BEND
i—A
2'-8
I
O I
o
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EX. PIPING, PUMP, MOTORAND
FRAME, TYP.
EX. SUCTION AND DISCHARGE
8" DI SPOOL
REMOVE EX. CAP AND INSTALL
12" FLG'D PLUG VALVE
12" FLG'D SPOOL
12"x12" FLG'D TEE
TURNED DOWN
12" FLG'D PLUG VALVE
3LIND FLANGE
PUMP STATION PLAN
SCALE: 3/8"=1'-0"
20'-11"
4'-10"
22'-2"
A
EX. PUMP CONTROL PANEL
fEX. SCADA RTU TO BE
REMOVED AND REPLACED
WITH NEW MS5 UNIT BY
DORSETT CONTROLS
EX. BUILDING
EX. DISCHARGE HEADER
EX. 6" SUCTION PIPING
INSTALL ULTRASONIC LEVEL TRANSDUCER —
CORE DRILL EX. TOP OF WET WELL
FILL ANNULAR SPACE WITH NON -SHRINK GROUT
EX. 2" AIR RELIEF VALVE
—rr
EX. PUMP BUILDING
EX. MCC-INF PANEL —\
1 6 EX. PIPING, PUMP, MOTORAND
FRAME
0
EX. CABLE HANGER
'
TO REMAIN
i
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� —
TOS 133.33
FFE 132.00
GRADE 131.84
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C 6.•
EX. WET WELL
'.
EX. 24" INFLUENT ' it
LINE FROM MH
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NEW BACKUP FLOATS
a
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(TYP. OF 2)
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PUMP STATION SECTION
SCALE: 3/8"=1'-0"
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RECORD
DRAWING
No
1
Revision Date By Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED INFLUENT PUMP STATION -4 0 W i t h e rs Ra ve n e l Sheet No.
Drawn By Date 1
PAP 02/08/2024 CONTRACT 11 7
Checked By Job No.
MODIFICATIONS Engineers I Planners I Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
5-0"
18" MJ PLUG VALVE
NEW 18" PVC —
FORCE MAIN FROM
INFLUENT PUMP
STATION
18" DI FLG'D 90° BEND
18" DI WALL PIPE 5/16" ALUMINUM SLIDE GATE
WITH HANDHOLD
REMOVE AND REPLACE EX. RAILING CHANNEL MOUNT 1 (TYP.)
A 11 IF 18" DIP I I I I 1 0
�/
11
— LI 1
LJ �
3'-0" 12" DI WALL PIPE EX. MANUAL BAR SCREEN
�2'-6".......
I
- - -
12" DIP 1111
12" DI FLG'D 90° BEND CETCO WATER STOP-RX EXPANDING EX. MECHANICAL
f 3-0", TYP. CONCRETE JOINT WATERSTOP, LOCATE BAR SCREEN
— CUT AND REMOVE EX. 12" FM INSIDE HORIZONTAL REINFORCEMENT (TYP.)
AND REUSE EX. BEND
SAWCUT AND REMOVE PORTION OF EX.
— EX. 12" DI FORCEMAIN CONCRETE WALL AND REPLACE WITH NEW
CONCRETE WALL. CONTRACTOR TO USE
NEW #5@10" CTRD IN WALL IN VERTICAL
AND HORIZONTAL PLANES. REBAR SHALL BE
DOWELED INTO EXISTING CONCRETE WITH
EX. SLIDE GATE
W/HANDHOLD
(TYP. OF 4)
T�
I�
EX. PARSHALL FLUME
EX. MECHANICAL PRESS
HILTI HIT -RE 500 V3 (6" MIN. EMBED). REBAR Uu _
SHALL BE CENTERED IN CONCRETE WALL.
EX. SCREW CLASSIFIER
M�
_I
I� �O
v
EX. 24" SQ. SLUICE GATE
HEADWORKS SCREENING AND GRIT REMOVAL PLAN
SCALE: 3/8"=1'-0"
INSTALL ADJUSTABLE WEIR
WITH HANDWHEEL OPERATOR
O
�U
I
EX. 12" PVC TO J
EQUALIZATION BASIN
U
e�
EX. 18" PVC EFFLUENT
\ TO OXIDATION DITCH
\
EX. SS WEIR PLATE AND
HARDWARE TO BE REMOVED
EX, 24" SQ. SLUICE GATE (TYP. OF 3)
� ( 11 /
II
Qa<
r
1/4" SHIM AND GROUT a /
AS REQ'D TO
PLUMB GATE
GATE
2 1/4" _ —OPENING
WIDTH
F 1 1 /8" i
f
2"
SLIDE
REPLACEABLE UHMW
PINCH -TYPE
SEATING FACE
CHANNEL MOUNTED SIDE SECTION
WITH POLYMER LINER
NOT TO SCALE
2-6" _
ALUMINUM HAND
PULL GATE
HAND GATE DETAIL
NOT TO SCALE
3-0"
r
EX. 24" SQ. SLUICE GATE
EX. ALUM. HANDRAIL
ADJUSTABLE WEIR WITH
SAWCUT AND REMOVE PORTION /// HANDWHEEL OPERATOR
OF EX. CONCRETE WALL AND
18" DI WALL PIPE REPLACE WITH NEW CONCRETE
WALL — r�TOP
ADJUSTABLE WEIR WITH
18" DI FLG'D 90° BEND- HANDWHEEL OPERATOR
#5 @ 10", E.W.
(TYP.)OF CONC = 157.49'
INV.: 155.03 UPWARD TRAVEL = 35.88"
8" : f T UPWARD TRAVEL = 6.84
� �. .. DOWNWARD TRAVEL = 3.0" DOWNWARD TRAVEL = 8.16"
18" MJ PLUG VALVE WITH ��,
VALVE BOX AND COVER �8 a
1 TOP OF WEIR = 154.17'
FROM INFLUENT — EX. CONCRETE HEADWORKS _ _ _ _ _ _ TOP OF CONC = 153.49'
PUMP STATION °
STRUCTURE TOP OF WEIR = 152.97'
? -1 F j CETCO WATER STOP-RX EXPANDING TOP OF CONC = 152.49
o CONCRETE JOINT WATERSTOP, LOCATE ° TOP OF CONC = 151.99'
r• — INSIDE VERTICAL REINFORCEMENT (TYP.)
1 — EX. MIXER
#5 REBAR DOWEL @ 10" v V
18 DI 90o MJ BEND � .. a , a . a ° a
18" PVC C-905 DR 18 - � 18" DIP PC 250 a • .a ` ° , _ a ° : • a ° '
3-0" 5-0"
• •a, ' a DocuSignedby:
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SECTION A e e ° _ 047235
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SECTION B
SCALE: 3/8"=1'-0" _ RECORD
DRAWING
Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED � � W i t h e rs Ra ve n e l Sheet No.
HEADWORKS D W O R KS MODIFICATIONS D I F I CATIONS 1
PAP 02/08/2024 CONTRACT 11 $
Checked By lob No. Engineers 1 Planners 1 Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
\ \
EXISTING 12 PVC FORCE MAIN
TO IRRIGATION FIELDS
\ \ \
\ \ \
EXISTING 12" PVC RETURN
\ \ \
\
\ \\ \ \
LINE FROM IRRIGATION
\ \
\ \ \
\ LAGOON
\ \ \
\
\ \ \
\
\
REMOVE EX. PRESSURE
EXISTING 12" PVC FORCE MAIN TO
\ \ \
\ \ \
\ \
\
SUSTAINING VALVE. TURN
UPSET & IRRIGATION LAGOONS
\ \ \ \
\\
\
\
\\\
OVER TO OWNER FOR
\
\\ \\
\\
STORAGE.
\
\ \ \ \
EX. IRRIGATION &
\ \ \ \ \
TRANSFER PUMP STATION
\
\ \ \
EXISTING 12" BUTTERFLY
\
\ \
VALVE WITH ELECTRIC
\ \ \ \MODULATING OPERATOR
•�rl — — —ram —
MOUNT RAIN SENSOR/IRRIGATION SYSTEM SHUTOFF \ \
CONTROLLER TO SIDE OF CONTROL PANEL SHELTER. \ \ — — II II _ I EX. TRANSFER PUMPS,
ROUTE ALL CONTROL SIGNALS TO IRRIGATION/TRANSFER \ \ \ CHECK VALVES, AND
SYSTEM PLC PANEL. SEE SPECIFICATIONS FOR DETAILS \ \ I ISOLATION VALVES
ON SENSOR. \ \ \ I TO BE MOVED TO NEW
\ \ TRANSFER PUMP
STATION
YK
a a \ \
REMOVE AND REPLACE EXISTING CONTROL
PANELS, SHELTER, AND CONCRETE PAD
AND REPLACE WITH NEW CONTROL PANEL
SHELTER, PANELS, AND CONCRETE PAD.
SEE ELECTRICAL SHEETS FOR DETAIL
NOTES:
1. ALL NEW FORCE MAIN SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE AND FITTINGS.
SAWCUT AND REMOVE EX.
CONCRETE SLAB AS REQ'D
FOR CONSTRUCTION
EX. MCCEF
SEE ELECTRICAL SHEETS FOR DETAIL
EX. BUILDING TO BE
DEMOLISHED AND REMOVED
FROM SITE
REMOVE EXISTING 90° VERT.
BEND BELOW GRADE AND
INSTALL 12" 45° HORIZ. BEND
- EX. IRRIGATION PUMPS TO BE
REMOVED AND REPLACED
SEE SHEET 10 AND 11
40'-0" ENV
PROPOSED TRANSFER PUMP STATION
SEE SHEET 12
Rome
- � — — — — — — — — — — — — — — — �
III III � I IIIIBAD-) mrR- -------------�
— INSTALL
18" MJ TEE
I I�
EXISTING 18" BUTTERFLY
VALVE WITH ELECTRIC
f 4 MODULATING OPERATOR
Tn RF RFI nrATFn
O — EX. 48"x36" I I � PROPOSED 18" MJ 45° BEND
TYP.
ACCESS HA -CH I I
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®� EX. 6' INSIDE DIAMETER
METER MANHOLE
� I I
\\ \ \ I MAINTAIN 12"" MIN VERT. CLEARANCE
\\ \ \ I I AT PIPE CROSSINGS
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12" RJ 45° I I
BEND, TYP. J
PUMP STATION PLAN
SCALE: 1/4"=1'-0"
34'-6" ��,
I
I I I
INSTALL PRESSURE INDICATING I I
TRANSMITTER. ROUTE SIGNALS I I
TO IRRIGATION PLC PANEL. I
I I
I I
L _I
PROPOSED 12" DIP FORCE MAIN TO
UPSET & IRRIGATION LAGOONS
3' MIN. COVER, TYP.
DocuSignqv, prytia
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SEAL
= 047235 =
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RECORD
DRAWING
No
1
Revision Date By Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED
Drawn By Date
Checked By
PAP Job No. 02/08/2024 CONTRACT
JCM&MCW 02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA
TRANSFER PUMP STATION
PARTIAL SITE PLAN
�0 WithersRavenel
1 / Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com
Sheet No.
9

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
INSTALL 12" BLIND FLANGE AT
TOP OF EX. DIP SPOOL, TYP.
12" DI DISCHARGE TO REMAIN
L
EXISTING CHECK VALVES AND ISOLATION
VALVES TO BE REUSED ON NEW TRANSFER
PUMP STATION. SEE TRANSFER PUMP
STATION PLAN AND SECTION.
y
No. Revision
1 RECORD DRAWINGS
EX. 12" PVC FORCEMAIN
TO IRRIGATION LAGOON
/ I I
EX. 12" BUTTERFLY VALVE WITH
ELECTRIC MODULATING OPERATOR
I I
- j-----
I
VERTICAL TURBINE PUMP AN
TO BE MOVED TO NEW TRAW
PUMP STATION, TYP.
EXISTING PIPING
TO BE REMOVED, TYP.
I I
I
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® I/
I
I
I I
I I
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I- -
-----— — — — — — — — — — I�—�
EX. 18" DIP UV EFFLUENT
RECLAIM WATER LINE
EX. 6' DIA. METERING MANHOLE
— VERTICAL TURBINE PUMP AND
MOTOR TO BE REMOVED AND
REPLACED,TYP.
EX. 12" PVC FORCEMAIN
TO IRRIGATION FIELDS
EX. WOOD BUILDING TO BE
DEMOLISHED AND REMOVED
FROM SITE.
4UTOMATIC
dNERAND PIPING
REMOVE EXISTING PIPING AND VALVES, TYP.
EXISTING CHECK VALVES AND ISOLATION
VALVES TO BE REUSED ON NEW TRANSFER
PUMP STATION. SEE TRANSFER PUMP
STATION PLAN AND SECTION, SHEET 11.
EXISTING PIPING TO BE REMOVED
VV
lo
12" 90° MJ BEND TO BE REMOVED
VERTICAL TURBINE PUMP AND
MOTOR TO BE MOVED TO NEW
TRANSFER PUMP STATION, TYP.
EX. VERTICAL TURBINE PUMP
AND MOTOR TO BE REMOVED
AND REPLACED, TYP.
REMOVE EXISTING
PIPING AND VALVES
9.� t
h
AFTER PUMP REMOVAL,
FILL ANNULAR SPACE
WITH CONCRETE, TYP.
PUMP STATION PLAN PUMP STATION SECTION A
SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" _
DocuSigned by:
0�/
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SEAL °
047235 =
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2%9/2024
RECORD
DRAWING
Date BV Designer Scale
02/08/2024 BKS JCM AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS IRRIGATION PUMP STATION �� WithersRavenel
Sheet No.
Drawn By Date 1
PAP 02/08/2024 CONTRACT 11 10
Checked By Job No.
DEMOLITION PLAN Engineers I Planners I Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
Y
EX. 12" PVC RETURN LINE
ROM IRRIGATION LAGOON
EX. ROTARY FLOW M
10" PLUG VALVE ADDED HERE
I
I
I
�oi
I
I
I
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I _
I
12" DI FORCEMAIN FROM TRANSFER I �/ INSTALL 6" PVC STILLING WELL
PUMP STATION SEE SHEET 9 FOR / �\ I �J IN EX. PUMP BASE OPENING
CONTINUATION /
EX. 48"x36" ACCESS HATCH
I I I I
/
EX. 12" PVC FORCEMAIN
TO IRRIGATION LAGOON
/ I I
/ I
/ I
I I
EX. 12" BUTTERFLY VALVE WITH
/ ELECTRIC MODULATING OPERATOR
I I
I I
VERTICAL TURBINE
PUMP AND MOTOR, TYP.
I
I
I I I
I I
I
I I
INSTALL 12" BLIND FLANGE AT
TOP OF EX. DIP SPOOL I
I I I
I I I
I I I
I I I
12" 45° MJ BEND
CONNECT TO EX. 12"
DISCHARGE PIPING
No. Revision
1 RECORD DRAWINGS
1---------�-- - - - - - - - - -
II I
� I
I— —
EX. 18" BUTTERFLY VALVE WITH
IIIII I I / ELECTRIC MODULATING OPERATOR
IIIIIII �
\ / REMOVE EXISTING 90° BEND
_� EX. 18" DIP UV EFFLUENT i I AND INSTALL 18" MJ TEE
\\ �r� II___� REUSE LINE
EX. 6' DIA. METERING MANHOLE
J PROPOSED 18" DIP TO TRANSFER PUMP STATION
SEE SHEET 9 FOR CONTINUATION
/
EX. 12" PVC FORCEMAIN
TO IRRIGATION FIELDS
INSTALL PRESSURE INDICATING
TRANSMITTER. ROUTE SIGNALS
TO IRRIGATION PLC PANEL.
BASKET STRAINER WITH
REMOVABLE BASKET INSTALLED.
10" FLANGED COUPLING
ADAPTER
INSTALL NEW 10' CHECK
VALVE, NEW 10" GATE VALVE,
AND 10" DI SPOOLS, TYP.
FILL VOID WITH
CONCRETE
12" 45° MJ BEND
CONNECT TO EX. 12"
DISCHARGE PIPING
c�
12" DI FORCEMAIN FROM TRANSFER
PUMP STATION SEE SHEET 9 FOR
CONTINUATION
VERTICAL TURBINE PUMP
AND MOTOR
PVC CAP WITH CORD GRIP INSERT
ROUTE CONTROL WIRE IN 2" SCH 40 PVC
CONDUIT TO PUMP CONTROL PANEL
FILL EX. PUMP BASE
OPENING WITH
CONCRETE
ROUTE CONDUIT AND
EXISTING CONCRETE PUMP BASE WIRE TO IRRIGATION
PLC CONTROL PANEL
1
INSTALL STILLING WELL IN
EX. PUMP BASE OPENING
10" DI SUCTION
PIPING, TYP.
INSTALL NEW 10' CHECK VALVE, NEW 10"
GATE VALVE, AND 10" DI SPOOLS, TYP.
El -
ADJUSTABLE i 0 m ��
1 0 i
PIPE
SUPPORT, TYP.
TS 131.50'
d;
HIGH WATER 127.00'
BACKUP FLOATS TYP.
�—� EX. WET WELL
Q PUMPS ON 124.00'
PUMPS OFF 122.00'
LOW WATER 121.50'
MIN 6" SCH 40 PVC PIPE SECURED TO WET WELL
WALL WITH STAINLESS STEEL STRAPS AND 1
HARDWARE AT MIN 5' INTERVALS. SECURE PIPE �� •' '`�
TO PREVENT VERTICAL MOVEMENT MIN 44 \�\
SUBMERGENCE
PER MFG'R •� . j/ j/\,
TS 118.00'
PRESSURE TRANSDUCER,
HANG 18" FROM BOTTOM
PUMP STATION PLAN PUMP STATION SECTION A
SCALE: 3/8"=1'-0" SCALE: 3/8"=1'-0" _
DocuSigned by:
,IA CSR
E06g� Q.3426—* >�Ilk
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""7%9/2024
NOTES:
1. ACTUAL ON AND OFF LEVELS VARY BASED ON OPERATOR SETTINGS. RECORD
DRAWING
Date BK Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS IRRIGATION PUMP STATION -40- WithersRavenel
02/08/2024 BKS JCM AS NOTED Sheet No.
Drawn By Date 1
PAP 02/08/2024 CONTRACT 11 11
Checked By Job No.
PLAN AND D SECTION CT I O N Engineers I Planners I Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
rya
12" DI DISCHARGE
� I �
I I I
FRP COVER. MEKO 534R-7 OR ENGINEER
APPROVED EQUAL. CUT COVER TO FIT
OVER PIPE AS REQUIRED.
12" ELECTROMAGNETIC
� I �
FLOW METER
A
12" 90° MJ BEND
r 112" FLG'D TEE
I
I
I
� = I
4 1 4 4 1 41
1 10'-0" I
— — — — — — — — — — — — — — — -
I
1
12" 90° BEND, TYP.
18" DI INFLUENT FROM UV BASIN
B
18" BUTTERFLY VALVE WITH I 12 I
ELECTRIC MODULATING OPERATOR
a
2'-5" 10' DIA. PRECAST CONCRETE WETWELL
I r
6" PVC STILLING WELL
CONCRETE PUMP BASE, TYP.
T 7
2'-0"
I �
� I
12" GATE VALVE, TYP. \ 2'-01'-8"
REUSED FROM EX.
IRRIGATION PUMP STATION
12" SWING CHECK VALVE, TYP. J
REUSED FROM EX. IRRIGATION PUMP STATION
12" FLANGED COUPLING ADAPTER, TYP.
EX. VERTICAL TURBINE PUMP AND MOTOR RELOCATED TO
NEW TRANSFER PUMP
STATION, TYP.
PUMP STATION PLAN
SCALE: 1/2"=1'-0"
NOTES:
1. ALL NEW FORCE MAIN SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE AND FITTINGS.
2. THE ENTIRE EXTERIOR OF THE TRANSFER PUMP STATION WETWELL SHALL BE COATED WITH A BITUMASTIC SEALER.
3. ACTUAL ON AND OFF LEVELS VARY BASED ON OPERATOR SETTINGS.
4'-04"
r
30"x48" SINGLE LEAF
ALUMINUM ACCESS HATCH
NOTE:
MIN 5 PIPE DIAMETERS OF STRAIGHT PIPE
UPSTREAM OF METER AND 3 PIPE
DIAMETERS DOWNSTREAM REQUIRED.
12" ELECTROMAGNETIC
FLOW METER
12" 90° BEND
12" DI DISCHARGE � I
a
4
12" 90° MJ BEND
I
a
12" FLANGED COUPLING ADAPTER, TYP.
EX. VERTICAL TURBINE PUMP
12" SWING CHECK VALVE AND MOTOR RELOCATED TO NEW
REUSED FROM EX. IRRIGATION PUMP STATION TRANSFER PUMP STATION, TYP.
12" GATE VALVE
REUSED FROM
EX. IRRIGATION PUMP STATION I I
12" FLG'D TEE PVC CAP WITH CORD GRIP INSERT
ROUTE CONTROL WIRE IN 2" SCH 40 PVC
CONDUIT TO PUMP CONTROL PANEL
}
o } CONCRETE PUMP BASE 30"x48" SINGLE LEAF
0 I ALUMINUM ACCESS HATCH
K
} JUNCTION BOX
4 � ADJUSTABLE PIPE
SUPPORT, TYP. 12" FL x PE DI SPOOL SEE DETAIL
TS:131.50'
v d d a d` ,
4 d GRADE 131.00'±
V VIVIr /'1V I LU VVUVI\/'1UL
12'-0"
.I
A
.I
MIN. 12" #67 STONE
COMPACTED SUBGRADE
MINIMUM COMPACTION SHALL BE 95% OF THE
MAXIMUM STANDARD PROCTOR DENSITY (ASTM
D-698) AT MOISTURE CONTENTS VARYING FROM 1%
BELOW TO 3% ABOVE OPTIMUM MOISTURE CONTENT
18" BUTTERFLY VALVE WITH
ELECTRIC MODULATING OPERATOR
18" DI INFLUENT FROM UV BASIN
INV: 124.00
4
a
10", TYP. �►
1'-2", TYP.
d
a
A
CONDUIT FROM
CONTROLPANEL
[ ]
U
HIGH WATER 127.50'
LAG PUMP ON 127.00'
LEAD PUMP ON 126.50'
18" DI SPOOL � I
MIN 6" SCH 40 PVC PIPE
SECURED TO WET WELL
WALL WITH STAINLESS
STEEL STRAPS AND
HARDWARE AT MIN 5'
18" DI 90° BEND
INTERVALS. SECURE PIPE TO
1--�
PREVENT VERTICAL
MOVEMENT
NEW BACKUP
I
FLOATS
PUMP OFF 121.39'
1I I1
.a
LOW WATER 119.39'
2' 53"
4
11"
v
PUMP STATION SECTION
SCALE: 1/2"=1'-0"
ELECTRIC VALVE OPERATOR
a
I I
I I
I I
4tell
4
v d
SECTION B
SCALE: 1/2"=1'-0" 12
C
z
TS: 131.50'
ELEV: 127.50'
-� 18" DI SPOOL
18" DI 90° BEND
DocuSigned by:
���� ullliiiiii
/ '
oegx n�o°aJES S/p*9�-9
SEAL
047235 =
NGIN"- ^ CO
c44 PN�S
" IIIIIII "�/9/2024
RECORD
DRAWING
Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED -4 0- W i t h e rs Ra ve n e l Sheet No.
TRANSFER PUMP STATION PLAN AND SECTION
PAP o2/08/2024 CONTRACT I I 12
Checked By lob No. Engineers I Planners I Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
` I
OD
/ j
/ I EX. EFFLUENT SAMPLER
/ AND CONTROLLER
i I/ DISINFECTI�Af
�
f.f .
/ f.... /.../
EF .ENT
co
\ . EX18" EFFLUENT i PUMR . f
/
IINV OUT: 125.73 /
w /
X�PIPE FOUND TO BE PARTIALLY
CO LAPSED DURING CONSTRUCTION.
ENTIRE SECTION OF LINE BETWEEN
EFFLUENT STRUCTURE AND DOWNSTREAM
MANHOLE WAS REPLACED AT EXISTING coCID
SLOPES WITH NEW 18" PVC C900 PIPE. I /C11
I Z1
ROUTE POWER AND CONTROL WIRE FOR
ULTRASONIC LEVEL TRANSDUCERS IN
CONDUIT TO RTU#5 CCID
/
PROPOSED TRANSFER PUMP STATION
/ I / SEE SHEET 12
CI PROPOSED PARSHALL FLUME /
SEE DETAIL, THIS SHEET
CCO
a i
CCOO
EXMH �
\ RIM: 131.11
INV IN FROM UV BASIN: 124.97
INV IN FROM OLD PLANT: 123.99
INV OUT: 123.96 /
/
\
a l
PARSHALL FLUME SITE PLAN
SCALE: 1 "=10'
5'-1" -
EFFLUENT
SEWER `I
1 I
1 I
1
18" COUPLING
18" DI EFFLUENT SEWER
PRECAST CONCRETE STRUCTURE PROPOSED ULTRASONIC LEVEL —
2" ALUMINUM GRATING OVER TRANSDUCERS. ROUTE CONDUIT FOR
ENTIRE TOP OF STRUCTURE POWERAND CONTROL WIRE TO RTU#5.
ULTRASONIC LEVEL TRANSDUCER
INSTALLED FROM CROSSBAR PER
MANUFACTURER'S RECOMMENDATIONS.
rl l
SLOPE
1 �
r-12"
f—FLOW ­1110,
SLOPE
PARSHALL FLUME PLAN
SCALE: 3/8"=1'-0"
5-0" -
PROPOSEDFRP
PARSHALL FLUME
—
1
8"
18" PIPE BOOT, TYP.
EX. 18" EFFLUENT
— ir I I
_ SEWER
8" 5'-1 " — � 8"
2"ALUMINUM GRATING
TOP: 132.50'
I I
I I 5'-0"
`I
�I 18" COUPLING
8"
18" DI EFFLUENT SEWER t
2 ALUM. ANGLE BOLTED TO PRE -CAST PARSHALL FLUME STRUCTURE
WALL W/ S.S. ANCHORS All
EX. GRADE: 130.15'± a
���� PROPOSED FRP 5'-0"
/01 PARSHALL FLUME
18" PIPE BOOT
TOP OF FLUME: 128.50' a � BUTYL RUBBER SEAL
EX. 18" 3'-0"
EFFLUENT — CREST EL: 125.85' 1I8" PIPE BOOT TYP. ° ~ 3 0 EX. 18" EFFLUENT
SEWER I
SEWER
1` I
° INV: 125.56 FLOW � { I
1 INV: 125.00
i
S=0.0012 FT/FT
I
...:.....:
........... .
............. :
.::..:...:.. ...:.....:
.....:...:
I I
TOP. 124.50 .... < ...... <.....
...::...:....
I
8"\�
0 0 o ao 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� 18 COUPLING
18" DI EFFLUENT SEWER 1-0 TYP. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
18" COUPLING/\/\/\/\/\!\
MIN. 12" #67 STONE
COMPACTED SUBGRADE WATERSTOP, TYP.
HIGH STRENGTH GROUT WITHIN —
STRUCTURE FOR FLOOR AND TO
SUPPORT FRP PARSHALL FLUME
TO BE FORMED AND INSTALLED PARSHALL FLUME SECTION
BY CONTRACTOR
SCALE: 3/8"=1'-0"
NOTES:
1. PRECAST PARSHALL FLUME STRUCTURE SHALL BE POURED WITH 5,000 PSI STEEL REINFORCED CONCRETE.
2. 12" WIDE THROAT PARSHALL FLUME SHALL BE PRE -MOUNTED IN VAULT BOTTOM WITH SCREW ADJUSTMENTS FOR LEVELING THE FLUME. INTERIOR
CONCRETE/HIGH STRENGTH GROUT SHALL BE POURED BY THE CONTRACTOR TO SET THE FLUME.
3. GRATING SUPPORT SHALL BE 2" X 2" ALUMINUM ANGLE BOLTED TO THE TOP OF THE FAULT WITH STAINLESS STEEL ANCHORS. 2" I -BAR ALUMINUM
GRATING IN 3WIDE SECTIONS SHALL BE PROVIDED AS SHOWN ON THE DRAWINGS.
4. THE ENTIRE EXTERIOR OF THE PRECAST PARSHALL FLUME STRUCTURE SHALL BE COATED WITH A BITUMASTIC SEALER.
Doc�uuSigned by:
o6D�;342ra000>��7ti
SEAL
047235
°> NG 1 N
c�gRK>oMIN
N�S,,
....111­""9/2024
RECORD
DRAWING
No. Revision Date By Designer
1 RECORD DRAWINGS 02/08/2024 BKS JCM
Drawn By
PAP
Checked By
JCM & MCW
Same Date AS NOTED MOUNT OLIVE WWTP IMPROVEMENTS PARSHALL FLUME 0 WithersRavenel Sheet No.
1
02/08/2024 CONTRACT 11 13
Job No.
PLAN AND D SECTION CT I O N Engineers � Planners � Surveyors
02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
REMOVE EX. HANDWHEEL OPERATOR
AND INSTALL NEW ELECTRIC MOTOR
OPERATOR
EX. WEIR GATE
II
EX. GRATING EX. WEIR PLATE
iuuuuuuuuuuuuuuuuuuuuui uuu uuuuuuuuuuuuuuuuuuuu _� uuuuuuuuuuuui 4,1,
a °
D I. E. 125.73 —
uD
EX. 18" DI REUSE LINE
SECTION A -A
EX. 18" EFFLUENT
EX. 18" DI REUSE LINE � B
-- — — — — — — — — — —
� I
I I I
J I
I EX. 18" EFFLUENT
2'-0" 3'-0"
r 5-0 12 ,[ —
J 1\ - A
2'-0" )oo
I
A r I
--------- - ---------
REMOVE EX. HANDWHEEL OPERATOR AND
INSTALL NEW ELECTRIC MOTOR OPERATOR
ii
PLAN
UV DISINFECTION CHANNEL DETAIL
SCALE: 3/8"=1'-0"
E
IDAoc�u/ISigned by:
` R '
o6sFoz"42 000,,0�7�'%
S S/0�9� y ,
SEAL
047235 =
-
NGINE� ^ 5;
K MN
2/9/2024
RECORD
DRAWING
No. Revision
1 RECORD DRAWINGS
Date BV Designer Scale MOUNT OLIVE W WT P IMP R
02/08/2024 BKS JCM AS NOTED
Drawn By Date
Checked By
PAP Job No. 02/08/2024 CONTRACT 11
JCM&MCW 02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEM ENTS
NORTH CAROLINA
MISCELLANEOUS WWTP
MODIFICATIONS
-0 WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
14
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
TRACER WIRE SHALL BE #14 COPPER CLAD STEEL
WITH 30 MIL HDPE INSULATION. SECURE TO PIPE WITH
DUCT TAPE AT 10' INTERVALS
INSTALL ON ALL NON-METALLIC PIPES EXCEPT PIPES WARNING TAPE
INSTALLED IN A STRAIGHT LINE BETWEEN
STRUCTURES FINISHED GRADE
i�II�II�IGI/ / �II�I �
ii—ii1= 111: iii—iii
III.
I— 18" =1 1: UNDISTURBED SOIL
FINAL BACKFILL I'
PER SPECIFICATIONS
1= 111:
III: III;
INITIAL BACKFILL I— _ III. SEE SPECIFICATIONS
COMPACTED IN �II::�:`� �.::�.:..;`..:..:.`;:•::;':.::::�::-;:::.�,::��.�::,J=
If i
8" TO 12" LAYERS (MAX)
AS SPECIFIED
� 1= : -•: •:- -III•
e0�^ — HAUNCHING
•.e, e, e•,e,•e
•�ee.e . .oe .� eye
yy �� ���� �evovppe pe,,oe ,epees e.•ee el i i
1— e 111: i i
4" MIN
1p, i iii iii iii iiiIITr CUSHION
8" 8"
F � F MINIMUM SIDE CLEARANCE
12" PIPE O.D. 12"
F F MAXIMUM SIDE CLEARANCE
BEDDING REQUIRED FOR PVC
12' MIN. ROADWAY WIDTH
GL
2:1 MAX
STONE BASE COURSE
FINAL BACKFILL
PER SPECIFICATIONS
i
INITIAL BACKFILL
COMPACTED IN
8" TO 12" LAYERS (MAX)
AS SPECIFIED
PIPE TRENCH
NOT TO SCALE
2'SHOULDER
— COMPACTED SUBGRADE
ACCESS ROAD
NOT TO SCALE
FINISHED GRADE
WARNING TAPE
UNDISTURBED SOIL
SEE SPECIFICATIONS
1 -n-
tT
8" 8"
MINIMUM SIDE CLEARANCE
12" PIPE O.D. 12"
MAXIMUM SIDE CLEARANCE
BEDDING REQUIRED FOR DIP
NOTE:
1. WHEN THE DISTANCE FROM THE TOP OF THE LID TO THE TOP OF
THE OPERATING NUT IS GREATER THAN 36" AN EXTENSION WILL
BE REQUIRED TO BRING THE OPERATING NUT TO WITHIN 24"
FROM THE TOP OF LID. THE EXTENSION MUST BE THE SET
CAST IRON VALVE BOX COVER LABELED:
SCREW TYPE AND ATTACHED TO THE OPERATING NUT.
"POTABLE WATER"
"RECLAIM WATER"
"SANITARY SEWER"
TYP FINISHED GRADE —
AS APPROPRIATE
IN PAVED AREAS
MIN 2-1/2"
6"
FINISH COURSE
MIN TYP FINISHED GRADE
rIN UNPAVED AREAS
BASE111=111=111=i
II F,
COURSE T ..° -'` -:
.': ' :' < ' : ' `. '
111
CAST -IN -PLACE CONCRETE RING
CAST -IN -PLACE OR
24" X 24" SQUARE
PRECAST CONCRETE RING
6" THICK
24" X 24" SQUARE OR
3,000 PSI
24" DIAMETER
6" THICK
3,000 PSI
SCREW TYPE
ADJUSTABLE VALVE BOX
COMPACTED
BACKFILL
VALVE BOX SHALL NOT
CONTACT MAIN OR VALVE
I I �3
I I �3
VALVE
PIPE
I I �
—III=1 11=1 I I.
=1T1—ITI—III—III—III—I =
=III=I I =III=III=I I I=I I I=I
=1 I El 11=11
=—Tr
I I=I
— I I—III—III=III=III=III—�
= SOLID 4" THICK
—� 11=III=III=III=III=I
l CONCRETE BLOCK
UNDISTURBED EARTH
I I i
VALVE & VALVE BOX
NOT TO SCALE
NEW CONCRETE WALL
6" FOR PIPES 30" DIA AND SMALLER WALL PIPE WITH INTEGRAL
9" FOR PIPE 36" DIA AND LARGER WATERSTOP (FLGxPE)
PIPE
6 -. 6"
EXISTING CONCRETE WALL
3,000 PSI CONCRETE
MATCH EXISTING THICKNESS
OR 4" (WHICHEVER IS GREATER)
N �
\ 2II-
f'fl 'II
EXISTING CONCRETE
SAWCUT EXISTING
PAVEMENT (TYP)
6" BASE COURSE (ABC)
COMPACTED TO
95% DENSITY
COMPACTED
BACKFILL
WALL SLEEVE DETAIL
NOT TO SCALE
HANDRAIL OR PIPE STAND, TYP.
POST MOUNTED TRANSMITTER
INDICATOR
SENSOR CABLE IN FLEXIBLE
WATERTIGHT CONDUIT
SONIC TRANSDUCER HOUSING AND
POLYPROPELENE MOUNTING FLANGE
6" Q WALL SLEEVE
(OR AS REQ'D BY MFG'R)
6" T7Z
n e Q .e. v
as
2' MIN. ULTRASONIC TRANSDUCER
a � z
EX. CONCRETE TANK
a ,
a
a a
a, .
a q
V
ULTRASONIC LEVEL TRANSDUCER DETAIL
NOT TO SCALE
ADAPTER
(TRANSITION TO SCH 40 PVC
IF REQUIRED)
IN -LINE DIP
PUSH -ON OR MJ
WYE
<—SEWER MAIN FLOW
DUCTILE IRON PIPE
PVC ADAPTER
(TRANSITION TO SCH 40 PVC
IF REQUIRED)
IN -LINE PVC WYE
PUSH -ON JOINT
<—SEWER MAIN FLOW
PVC PIPE
SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE
ASPAALT PATInTiERT
t izMATCH EXISTING THICKNESS SEE TRENCH DETAIL
OR S-9.513 (WHICHEVER IS GREATER) FORWIDTH 12"
..;
r. �L•;�.:'s.r. fir. �!...r fir. �!s. r. ir. � �.r.:u. ue.r.5.re.rew..re. r. ue.r4.:, �„ • �, �,. �., �„ �� �„ �., �, �„ �.. �, �� �,i.,ii�i.:.r ..r ..i.:u �. r.i i. u..r..i.
ir ir.ir ir.�r �r;r,�r.�r.
•MIN
EXISTING ASPHALT Ill— EXISTING BASE COURSE
8" MIN CABC COMPACTED
—I TO 100% STD PROCTOR.
III— NOTE: 4" LIFTS.
I IIIIII
�=I I ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A
I I E MAXIMUM OF 7 DAYS FROM THE DATE THE CUT IS MADE. IF
CONDITIONS DO NOT PERMIT A PERMANENT REPAIR WITHIN COMPACTED
-11=I I I111= THE GIVEN TIME LIMIT, PERMISSION TO MAKE A TEMPORARY BACKFILL
REPAIR MUST BE OBTAINED FROM ENGINEER.
PIPE
CONCRETE/ASPHALT DRIVEWAY REPAIR
NOT TO SCALE
r
PIPE
GRAVEL DRIVEWAY REPAIR
NOT TO SCALE
NOTE
ALL GRAVEL DISTURBANCES SHALL BE REPAIRED WITHIN A
MAXIMUM OF 7 DAYS FROM THE DATE THE DISTURBANCE IS
MADE. IF CONDITIONS DO NOT PERMIT A PERMANENT
REPAIR WITHIN THE GIVEN TIME LIMIT, PERMISSION TO
MAKE A TEMPORARY REPAIR MUST BE OBTAINED FROM
ENGINEER.
DocuSigned by:
)
069F 2 S S/ °°C7�ji9 ,
o
o
SEAL
oo
o 047235
o
°o
o
°° F Q-
NC I N E� ° CO°°
2/9/2024
RECORD
DRAWING
1 Revision Date BK Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED -40- W i t h e rs Ra ve n e l Sheet No.
Drawn By Date MISCELLANEOUS DETAILS I LS
PAP 02/08/2024 CONTRACT 11 15
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
EXST RSPCP CONTROL PANEL 480V 3P 3W 100A
_�� o 0
c� c� c� c�
dA� dA F_4, 1
ACL FA-1
(3THP#2 3HP #1 15HP #2 15HP #1
4.8A 4.8A 21A 21 A
WAS PUMP WAS PUMP RAS PUMP RAS PUMP
BACKUP BACKUP
t
0
r�
EMOVE EXST SCCP CONTROL PANEL 480V 3P 3W 300A
CTACL CTACL EXST GUTTER T GUTTER Fj-1 Fj�
L_+
(31HP ' (5HP
#3 #4
a a
4.8A 7.6A
SCREEN PRESS
480 240/120 IL EXST SCCP CONTROL PANEL 480V 3P -240/120
5 KVA 4805 KVA
fr m Yl
F AI FJA� F-A-1 F-41-1
A
CL
n J J J J F
EXSTj
PANE
FOR
N
INSTRUM
5HP #2 5HP #1 1 1.5H
7.6A 7.6A 2.1 A 3A
BLOWER BLOWER SCREEN CLARIFIER
EXST MCCINF MOTOR CONTROL 480V 3P 3W
600A
��
��
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cN
A
ACL
4ACL
ACL
L—�►J
L—�►J
L—�J
L—;J
L
10TP_C3 HP60HP 20HP
14A 4.8A 77A 27A
SLUDGE PMP@1 SLUDGE PMP@2 AERATOR AERATOR
ALL EXST GEAR IS SQ D.
o MAIN
0
N I a
'PANEL
N
PANEL
IPP
480 240/120
10 KVA
EXST CONTROL PANEL 480V 3P 3W 250A TO REMAIN
I F_
0 0 0 0
co 00 �
40HP #1 40HP #2 20HP #1 20HP #2
52A 52A 27A 27A
PUMP PUMP PUMP PUMP
REVISED WORK SCOPE
EXST
PANEL
05H
LJ
480-240/120
15 KVA
rr-,n
F
EXSTI
PANEL
05P
SYMBOL SCHEDULE
0 13 DRAW -OUT TYPE GENERATOR CONTROL
WALKIN GENSET ENCLOSURE CIRCUIT BREAKER
480-240/120 FLLa� EXST DUKE/PROGRESS 480/277Y, 3P, 4W TRANSFORMER
EXISTING 15 KVA LT-1
GENERATOR #1
900kW STANDBY fr-In
60A 480/277V -
FUSE FUEL FROM EXST CIESEL TANK G = LOAD BREAK SWITCH
DISC
("80A 1225A MOLDED CASE BREAKER- TRIP SETTING
D SHOWN
q
�o OA (020A (020A
`+ SEE GP PANEL SCHEDULE TIME DELAY FUSE
REMOTE
ANNUNICATOR G •N AUTOMATIC TRANSFER SWITCH
EXST ESB SWITCHBOARD EXST NSB SWITCHBOARD
MAX SIX OVERCURRENT DEVICES— MAX SIX OVERCURRENT DEVICES ALL EXST GEAR IS SQ D. L
1600A 480/277V 3 PH/4W BUS F 2500A 480/277V 3 PH/4W BUS
SPD �60A
T SPD b� , M�� UTILITY METER
(!400A o OOA 400A o OOA 11200A 60A �1600A o400A o OOA �400A 300A
SPARE SPARE
GROUNDING ELECTRO )E GROUNDING ELECTRODE GROUNDING POINT
BOND NEUTRAL = BOND NEUTRAL
EXST GFCI GFCI PROTECTION
1600A G N
3P L EXST
ATS 400A N� G CM CUSTOMER METER PACKAGE
3P �L
MTS
EXST MDP SWITCHBOARD ALL EXST GEAR IS SQ D. SPD SURGE PROTECTIVE DEVICE
1600A 480 277V 3 PH/4W BUS 400A 400A I I400AI I I400AI
CR i� i� iR ooH
25A ( 100A 200A 400A 500A 600A 400A �0 50A 250A ��300A THREE PHASE MOTOR(HP)
°SPARE SPARE °SPARE � �
285A
EXST MCCEF MOTOR CONTROL 480V 3P 3W 600A ALL EXST GEAR IS SQ D.
F'T CD 1 MAIN
0
Q ��c Q
Q O
CD CD
C)
FJACL ACLJACL EXST
� F � FI PANEL
EPP
L—TJ L—TJ L—TJ J
' I 480 240/120
ULij
15 KVA
EXS FPT GUTTER 480-208/120
a n a 2HP 7.5TP_C75HP I NEW PANEL F_-1 75 KVA
240/120 UI^JU
3.4A 11A 11A I EPP1 20 SP n-�
COMPRESSOR BW PMP#1 BW PMP_#2 I�I
BACKUP 1
NEW IRRIGATION MOTOR CONTROL 480V 3P 3W 400A REMOVE EXST EPCP CONTROL PANEL 480V 3P 3W 300A
F F—FPDCC
P
XSTJ
_ _ _ _ _ _ ANEL
'
�co �" (" (
ISS ISS SS SS ISS,
a a a a a UV POWER
0 coo 0 0 0 '
175A
LOADS REMOVED
EXST
400A G N
3P
ATS#1 L
N
D
EXST EXST MCCOD MOTOR CONTROL 480V 3P 3W 600A
400AV3PATS#2 Qo MAIN
0
N, 10 t-1- � I �__1
L N v
N D
D D BACKUP D D
EXST PDP-1-A EXST PDP-2-A
ALL EXST GEAR IS SQ D.
��
I� r1�
r�
Lc'
ACL dACL
ACL
ACL
ACLd
d
FEXSTPANEL
ODPP
L—TJ L—TJ L—TJ
L—TJ
L—TJ
L—TJ
L—TJ L—TJ
WYE/DELTA WYE/DELTA WYE/DELTA
480
20/120 10 KVA
il
�1H7.5HP #1 7.5HP #2
5HTP#
5HP #2
75HP #3
75HP #2 75HP #1
2.1A 11A 11A
CLARIFIER WALL PUMP WALL PUMP
7A
MIXER
7A
MIXER
.........
96A
BLOWER
.......... ..........
96A 96A
BLOWER BLOWER
BACKUP
30HP 1 (30HP 2 75HP 1 75HP 2 75HP 3 I ELECTRICAL SINGLE LINE RISER DIAGRAM
# # # # # (30HP' (30HP' (5� (5HP' (5HP' 24 ALL ELECTRICAL WORK IS BY THE
40A 40A 96A 96A 96A - � #1 - �i #2 - � #3 - � #2 - #1 ELECTRICAL CONTRACTOR UNLESS
TRANSF TRANSF IRRIGATION IRRIGATION IRRIGATION 40A 40A 21A 21A 21A OTHERWISE NOTED.
PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP
DIFIED EXST EPCP CONTROL PANEL 480V 3P 3W 300A BACKUP
REVISED WORK SCOPE
r. r, re:
' +•� _:�,;' may.
A.
:.+'+y, • �(� `•,i,% mac; • •jiy1,.
D.N. Kisley P.E.
117 MacKenan Drive
Cary, NC 27511
Phone: [phone]
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1 B6rl937l6 u `.`J J lO'Y9 ��09 000i
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RECORD
DRAWING
Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED � � W i t h e rs Ra ve n e l Sheet No.
PAP 02/08/2024 CONTRACT 11 SINGLE LINE DIAGRAM 1
En16
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
RTU 5 (BY SCADA SYSTEMS \ \
INTEGRATOR)
IRRIGATION PLC PANEL
(BY PUMP SUPPLIER)
TRANSFER PUMP
CONTROL PANEL, "TPCP"
(BY PUMP SUPPLIER)
IRRIGATION PUMP \\
CONTROL PANEL "TPCP"
7 (BY PUMP SUPPLIER)
EX. MCCEF. C
ADD ONE (1) 400A SQUARE D
BREAKER BUCKET TO MCCEF.
SD
ADD ONE (1) 100 A SQUARE D
BREAKER BUCKET TO MCCEF. SEE
SHEET 26 FOR FURTHER DETAIL \
1
iiv j rvU i v iviwEmr
X�
X
3#1 W/ #6 GR IN 1 Z" PVC X X
TO IRRIGATION CONTROL X`
PANEL (TYP. FOR 3) X
X �
X �
S �X
\ �X
Wy X
� . y\ J
TO MCCEF (NEW \t1iy
"\
200A 3P FUSE DISCONNECT IN 18" ELEC VALVE")
NEMA 4X PANEL. FUSE @ 150A
(TYP. FOR 3)
' 3#8 W/#10 GRIN 1" PVC TO ,
TRANSFER PUMP CONTROL OY 8„
6 PANEL (TYP. FOR 2) \ C,9220
30A, 3P FUSE 1 60A 3P FUSE DISCONNECT IN
DISCONNECT IN NEMAX 30 , NEMA 4X PANEL. FUSE @ 60A y\
PANEL. FUSE AT 15A.
W'y TO MCCEF (NEW UV
CHANNEL WEIR ELEC 7
tisb \ OPERATOR)..
�0;, wy
Wy
\oy\ 30A, 3P FUSE DISCONNECT IN
\ NEMAX PANEL. FUSE AT 15A.
\Wy\
\Wy\
(TYP. FOR 2)
RELOCATED 30HP PUMP (TYP. OF 2)
1 inch = 10 Ft.
NOTES
1. ALL DISCONNECTS ARE FUSIBLE HEAVY DUTY UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM SITE EX.
EFFLUENT/IRRIGATION CONTROL PANEL AND SHELTER. CONTRACTOR SHALL
REPLACE WITH CONTROL PANELS AND SHELTER AS SHOWN HEREIN.
s1. i! ��th Jib"' �"' J.?}•t
t�i .R�tZ.
., ei1'r�JMT•,'•
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D.N. Kisley P.E.
117 MacKenan Drive
Cary, NC 27511
Phonei 460-9091
A IrD/o'cuSiiig'ned by: ° °°°"N CAR.000000.
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2/9/2024
DocuSigned by:
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RECORD
DRAWING
No
1
Revision Date BV Designer Scale MOUNT OLIVE WWTP IMPROVEMENTS
RECORD DRAWINGS 02/08/2024 BKS JCM AS NOTED
Drawn By Date
Checked By
PAP Job No. 02/08/2024 CONTRACT 11
JCM&MCW 02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY NORTH CAROLINA
ELECTRICAL SITE PLAN
-40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
17
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
ELECTRICAL SPECIFICATION
TYPICAL PANEL DIAGRAM
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
ACCORDANCE WITH APPLICABLE CODES. THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EACH AND EVERY CONDUCTOR, FITTING, DEVICE,
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
NECESSARY FOR THE EXPERIENCED ELECTRICIAN TO TAKE OFF HIS MATERIAL AND LAY OUT HIS WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING
SUCH MEASUREMENTS AS MAYBE NECESSARY AT THE PROJECT AND ADAPTING HIS WORK TO THE PROJECT CONDITIONS. DRAWINGS SHALL NOT BE SCALED.
2. APPLICABLE STANDARDS:
A. UNDERWRITERS' LABORATORIES, INC. (UL) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NATIONAL ELECTRICAL CODE, NFPA STANDARD NO.70 (NEC) NATIONAL
ELECTRICAL MANUFACTURERS ASSOCIATION STANDARDS (NEMA) NORTH CAROLINA STATE BUILDING CODE THE REFERENCES TO THESE STANDARDS AND CODES DO
NOT IMPLY ACCEPTANCE OF ANY AND ALL PRODUCTS DESCRIBED IN THE STANDARDS AND SPECIFICATIONS. AN ELECTRICAL INSPECTION CERTIFICATE SHALL BE
ISSUED BY THE INSPECTION AUTHORITY HAVING JURISDICTION BEFORE WORK IS TO BE APPROVED FOR FINAL PAYMENT.
3. SHOP DRAWINGS:
A. SHOP DRAWINGS SHALL BE SUBMITTED CONFORMING TO THE REQUIREMENTS STATED IN SECTION 1-GENERAL REQUIREMENTS AND SUPPLEMENTARY GENERAL
CONDITIONS FOR: CONDUIT WIRE.
4. IDENTIFICATION OF EQUIPMENT:
A. PROVIDE NAMEPLATES FOR THE PULL BOX. NAMEPLATES SHALL BE 1/8 INCH THICK PHENOLIC MATERIAL WITH EDGES BEVELED 45 DEGREES, MACHINE ENGRAVED TO
EXPOSE CONTRASTING INNER CORE COLOR RED LETTERS ON WHITE BACKGROUND.
5. GUARANTEE:
A. THE ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.
6. SITE INSPECTION:
A. THE ELECTRICAL CONTRACTOR INTENDING TO DO THE WORK SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE CONDITION OF THE JOB SITE.
7. RECORD DRAWINGS:
A. THE CONTRACTOR SHALL PROVIDE ONE SET OF MARKED PLANS TO THE ENGINEER FOR PREPARATION OF RECORD DRAWINGS.
8. CONCRETE WORK:
A. CONCRETE WORK FOR ELECTRICAL EQUIPMENT FOUNDATIONS SHALL BE PROVIDED UNDER THIS CONTRACT IN CONFORMANCE WITH THE APPROPRIATE SECTION OF
THE GENERAL CONSTRUCTION SPECIFICATIONS.
9. METAL FABRICATIONS:
A. SUPPORTS AND METAL ASSEMBLIES NECESSARY FOR THE INSTALLATION FOR ELECTRICAL SYSTEMS SHALL BE PROVIDED BY THIS CONTRACTOR. METAL EXPOSED TO
WEATHER SHALL BE STAINLESS STEEL.
10. EXCAVATION AND BACKFILL:
A. EXCAVATION AND BACKFILL FOR RACEWAY TRENCHES SHALL BE PERFORMED BY THIS CONTRACTOR, AND SHALL COMPLY WITH THE REQUIREMENTS OF THE
GENERAL CONSTRUCTION SPECIFICATIONS.
11. MATERIALS:
A. ALL METALS USED IN THIS WORK SHALL BE NEW AND LISTED BY THE UNDERWRITERS' LABORATORIES.
12. COORDINATION:
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:
A. ALL WIRING SHALL BE INSTALLED FREE FROM SHORT CIRCUITS AND FROM GROUNDS. INSULATION TESTS SHALL BE MADE USING A 500 VOLT MEGGER WITH THE
FOLLOWING RESISTANCE READINGS:
CONDUCTOR SIZE RESISTANCE (OHMS)
14 AND 12 1,000,000
10 AND 8 250,000
6, 4 AND 3 100,000
2, 1, 1/0, 2/0, 3/0, 4/0, 250KCMIL, 300KCMIL, 25,000
350KCMIL, 400KCMIL, AND 500KCMIL
600KCMIL, 700KCMIL, AND 750KCMIL 12,000
B. PERFORM TESTS BETWEEN CONDUCTOR AND BETWEEN GROUND, SUBMIT THE TEST RESULTS PRIOR TO FINAL INSPECTION.
15. INTERRUPTION OF ELECTRICAL UTILITIES:
A. NECESSARY SHUTDOWN OF THE OWNER'S ELECTRICAL SERVICE SHALL BE CLEARED WITH THE OWNER AT LEAST 24 HOURS IN ADVANCE. PROVIDE NECESSARY
TEMPORARY WIRING TO KEEP WASTEWATER TREATMENT PLANT EQUIPMENT OPERATING DURING THE POWER OUTAGE.
X X X X
DOOR J❑
F
C
A
P
G
V
JB
ELECTRICAL SYMBOL SCHEDULE
CONDUIT CONCEALED BELOW GRADE
CONDUIT CONCEALED BELOW GRADE TO BE REMOVED
HOME RUN TO PANEL - WITH PANEL AND CIRCUIT DESIGNATION.
JUNCTION BOX SIZED PER N.E.C.
LIGHTING, POWER OR DISTRIBUTION PANELBOARD.
CONTROLPANEL
NONFUSIBLE DISCONNECT SWITCH.
FUSIBLE DISCONNECT SWITCH.
INDICATES CONNECTION TO GROUNDING ELECTRODE, CONNECTION TO BE CADWELD TYPE.
FUSE
CONDUIT
AMPERE
POLE
GROUND
VOLTS
JUNCTION BOX
BRANCH CIRCUIT WIRE COLOR
120/208
POLE NUMBER
120/208
OR
OR
277/480
120/240
120/240
I
BROWN
BLACK
1 2
BLACK
ORANGE
RED
3 4
RED
YELLOW
BLUE
5 W-- 6
BLUE
BROWN
BLACK
7 -a 8
BLACK
ORANGE
RED
9 0 10
RED
YELLOW
BLUE
11 12
BLUE
ETC. -t ETC.
NEUTRAL
120/240 OR 120/208 VOLTS - WHITE
277/480 VOLTS - WHITE WITH IDENTIFIABLE COLOR STRIPE
(NOT GREEN). IF NOT AVAILABLE AT TIME
OF INSTALLATION. CLEAR USE OF GRAY
WITH ELECTRICAL INSPECTOR.
GROUND WIRE SHALL BE GREEN FOR ALL VOLTAGES.
REMOVE TWO EX. SPARE BREAKERS.
ADD 2-POLE BREAKER IN PANEL EPP
SPARE
SPARE
PANEL EPP
75 KVA
TRANSFORMER
600 A MAIN 15 KVA
BREAKER TRANSFORMER
277/480
BROWN
ORANGE
YELLOW
BROWN
ORANGE
YELLOW
EX. SQUARE D MODEL 6 "MCCEF"
SPARE
BWCP
•/ G
FAN
AMIAD FILTER
18" ELEC VALVE
12" ELEC VALVE
FWT-Z
SPARE
NEW "18" ELEC VALVE"
(15A MCB)
SPARE
J
SPARE
NEW 400A
BREAKER TO IPCP
SPARE
NEW 100A
BREAKER TO TPCP
IRRIGATION PUMP
SPARE CONTROL PANEL
(IPCP) BY PUMP
SUPPLIER
ALARM LIGHT
12"
i
"BREAK" TO ENSURE
RIGIDITY
NOTES:
1. BACKING PLATE TO BE 1/4" ALUMINUM. MOUNT TO "I" BEAM
POSTS WITH STAINLESS STEEL NUT, BOLTS, AND WASHERS.
2. ALL ELECTRICAL WORK SHALL CONFORM TO LATEST
NATIONAL, STATE, AND LOCAL CODES AND REQUIREMENTS.
3. ALL ENCLOSURES SHALL BE NEMA 3R RATED AND LOCKABLE.
4. ENCLOSURES SHALL BE MOUNTED TO ALUMINUM BACKING
PLATE WITH NYLON SPACERS & STAINLESS STEEL NUTS,
BOLTS, & WASHERS.
5. CONDUIT SHALL BE RIGID ALUMINUM OR GALVANIZED.
MEYERS HUBS SHALL BE USED AT ALL PANEL CONNECTIONS.
6. MIN CLEARANCE FROM WORK LIGHT TO STANDING PAD
SHALL BE 6-6".
7. ALL CONDUIT SHALL BE SEALED TO PREVENT SEWER GASES
FROM ENTERING EQUIPMENT ENCLOSURES.
WORK LIGHT
4'
AS REQUIRED
PROVIDE TABS FOR GB
WORK LIGHT BOX 19 �Rp
i
II �
I�
1" FLANGE
2" DF
CONTROL PANEL SHELTER
NOT TO SCALE
NEW CONTROL PANEL
SHELTER
1 �4 r, ri ri r, i 4� _ o 0 4- o i w o o , . . , r.. T - - - -
n
TRANSFER PUMP
CONTROL PANEL
(TPCP) BY PUMP
SUPPLIER
IRRIGATION PLC 60A, 120V,
PANEL BY PUMP 20 OPTION
SUPPLIER PANEL
NOTES:
1. HOOD TO 12 GA. MILL FINISH ALUMINUM.
2. HOOD TO BE HELIARC "STITCH" WELDED TO 1/4" ALUMINUM
PLATE EQUIPMENT BACKING BOARD.
3. HOOD SHALL BE SAME WIDTH AS ALUMINUM PLATE
Fni 11PRAPniT BACKING BOARD.
PROPOSED FLOW METERS,
VALVES, AND OTHER 120V
CIRCUITS TO BE RUN OUT OF
PROPOSED 20 OPTION PANEL
INEW RTU#5 BY
SCADA SYSTEM
INTEGRATOR
EFFLUENT
(L' v' ) obi d o o n r, ..a c� c� is c� i mi n c� r i ��n c� c� i o o o c 1 0 0 0 0 o w�u
SPARE
NEW UV CHANNEL
WEIR ELEC
OPERATOR
(15A MCB)
.. • • • a • • a.. .d' •
A.
NEW 6" CONCRETE PAD #4 @ 12" O.C., E.W.a-
EXTEND 6" PAST TIE TO NEW TIE TO NEW •
RAIN HOOD ALL SIDES FOR NEW CONTROL SHELTER 400A BREAKER :.; 100A BREAKER •
IN EX. MCCEF IN EX. MCCEF •
CONCRETE PAD BENEATH MCCEF IS EXISTING
�. �.i 3-6" a -
Ail
THE USE OF RIGID HOT -DIPPED TO DISCONNECTS TO DISCONNECTS TO VARIOUS
GALVANIZED STEEL ELECTRICAL AT WETWELL AT WETWELL CONNECTIONS
CONDUIT IS REQUIRED ABOVE a
GROUND
ALUMINUM POSTS (3 REQUIRED)
6" "1" SHAPE. .. d I. d
COAT BOTTOM 4'
WITH BITUMINOUS PAINT 3,000 P.S.I.
CONCRETE
EX. MCCEF MODIFICATIONS AND NEW EFFLUENT PUMP CONTROL SHELTER
NOT TO SCALE
FROM
PROPOSED
2-POLE
BREAKERIN
PANEL EPP
'-0" 4
ri
FINISHED GRADE -
5-6" MIN
r
MOUNT RAIN SENSOR TO CONTROL
PANEL SHELTER PER ALL MFR
RECOMMENDATIONS. ROUTE
SIGNALS TO IRRIGATION PLC PANEL.
:•�Ct. '.::r.tiY. 1�'.•S
.J :K•
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D.N. Kisley P.E.
117 MacKenan Drive
Cary, NC 27511
Phone: [phone]
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RECORD
DRAWING
Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED -4 0- W i t h e rs Ra ve n e l Sheet No.
ELECTRICAL MODIFICATIONS D I F I CATIONS DETAILS I LS
PAP 02/08/2024 CONTRACT 11 1$
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
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OWNER: TOWN OF MOUNT OLIVE '
W� \ DB: 1089 PG:741
RAS/WAS \ PIN: 2582567990
PUMP
.. / STATION \\
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f / CLARIFIER \ ABC \\ \
1
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/ \ \ \ w- _
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3p„RCP
\ W�FLOW i G / \ SIGNALS TORIRRIGATION SPLC PANEL.
SDUCER. ROUTE
s � 1
"CIO/ s / / s \ \ x REMOVE EX. MS4 RTU AND INSTALL NEW RTU
APPROXIMATE LOCATION OF RAIN SENSOR CONTROLLER. \ PANEL. PROPOSED RTU 5 (IRRIGATION /
RUROUTE SIGNALS TO IRRIGATION PLC PANEL..
\ \\ _ TRANSFER PUMP STATION /EFFLUENT / UV
SYSTEM) TO BE NEW MS5 UNV RTU. SEE NOTE 2.
• \ N
\\ \ ABANDONED ' \\ \ I APPROXIMATE LOCATION OF IRRIGATION CONTROL VALVE
CLARIFIER �/ / ACTUATOR. ROUTE SIGNALS TO IRRIGATION PLC PANEL.
APPROXIMATE LOCATION OF TRANSFER CONTROL
TERTIARY �// S, \ \ _VALVE ACTUATOR. ROUTE SIGNALS TO IRRIGATION
R \ PLC PANEL.
BUIL \/ IVY
L ems_
M APPROXIMATE LOCATION OF TRANSFER PUMP STATION 1
APPROXIMATE LOCATION OF 28-MG STORAGE LAGOON EFFLUENT \W
1 y FLOW METER AND PRESSURE TRANSDUCER. ROUTE
SS S AS/WA ::; / CONTROL VALVE ACTUATOR. ROUTE SIGNALS TO IRRIGATION PLC PANEL. \
J �\ SIGNALS TO IRRIGATION PLC PANEL.
EQUALIZATION �G' %>
NN OF MOUNT OLIVE BASIN SS �. qT
920 PG:239
:2582575371 /� ✓ \:-� CO
lk
/ \ \ l:` ; j APPROXIMATE LOCATION OF UV BANK APPROXIMATE LOCATION OF PARSHALL FLUME
ss ;: -:; \ \ ULTRASONIC LEVEL TRANSDUCER (ONE TOTAL).
ski � '� OPERATIONS STATUS 1 AND 2. ROUTE SIGNALS TO RTU 5. eg�� \ \ S TO RTU 5
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TTYHUGHES
3:801
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BUILDING doos� Wy S ROUTE SIGNAL
BANDONED
ABANDONED \:,' %\ SS \ `:' / CHL RINE CONTACT \ \
PRIMARY .:,.;> ,� \ \SS \ / / •-
CLARIFIER \ \ \ !y \ SS
�:i 1 c�51— — ss— SS
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ss \
APPROXIMATE LOCATION OF EFFLUENT CONTROL VALVE /
ACTUATOR. ROUTE SIGNALS TO IRRIGATION PLC PANEL
\ \ s �C11
O ('
G, , i SLUDGE
CC /
\ \ >% \: `.-:' / DRYING 'c
BED
6
-17
EX GE NOTES:
ELEC
\ G f / / 1. CONTRACTOR TO REMOVE EXISTING RTU PANELS AT IRRIGATION / TRANSFER PUMP STATION
AND INFLUENT PUMP STATION, MOUNT NEW RTUS, TERMINATE ALL CONDUCTORS IN THE FIELD,
SLUDGE AND RUN ALL NEW CONDUIT AND WIRES FOR ALL CONDUCTORS REQUIRED IN 1/0 LIST. IF
�y \ SLUDGE _'A a,, DRYING
DIGESTER ��� INSTRUMENTATION IS REPLACED AND/OR RELOCATED IN THE FIELD, THE CONTRACTOR SHALL
\:<'.� BED BE RESPONSIBLE FOR TERMINATING THE CONDUCTORS IN THE FIELD AS WELL AS INSTALLING
\ rj`>`: ALL NEW TWISTED SHIELDED CABLE, CONDUCTORS, AND CONDUIT REQUIRED TO AGGREGATE
0 / SIGNALS BACK FOR EACH RTU. SEE 1/0 LIST IN SPECIFICATION SECTION 25 50 00.
x 2. NEW HARDWIRED 1/0 WILL BE ADDED AT THE IRRIGATION / TRANSFER PUMP STATION SITE. THE
LU
\ WV / ,> CONTRACTOR SHALL BE RESPONSIBLE FOR MOUNTING THE NEW RTU, TERMINATING ALL
CONDUCTORS IN THE FIELD, CONSOLIDATING 1/0 FROM EXISTING RTU TO THE NEW RTU, AND
k \ / Wy,::° ': /;;::': ;:•:;: INSTALLING ALL NEW WIRE AND CONDUIT. HARDWIRED 1/0 WILL BE CONSOLIDATED FROM
\:..;: MULTIPLE LOCATIONS (SAND FILTERS, EFFLUENT CHANNEL, AND UV SYSTEM). NEW HARDWIRED
\ / 1/0 IS SCHEDULED TO BE PICKED UP AT THIS RTU. IRRIGATION AND TRANSFER PUMP SYSTEM
SUPPLIER SHALL PROVIDE ALL AUTOMATION PROGRAMMING FOR NORMAL DAY TO DAY
k / N CCIJ SLUDGE Q OPERATIONS OF THE TRANSFER AND IRRIGATION PUMP STATIONS AND PROVIDE A MODBUS
DIGESTER �/ TCP-IP COMMUNICATION PROTOCOL FOR INTERFACING WITH EXISTING SCADA SYSTEM.
♦ \ \\ 4�
%/ E \ REMOVE EX. MS4 RTU AND INSTALL NEW RTU
k PANEL. PROPOSED RTU 6 (INFLUENT PUMP
♦ ` \ \*y STATION) TO BE NEW MS5 UNV RTU. DocuSignefkH�. '�
\ I INFLUENT 8„ <c / /o°
k \ PUMP 9opp / LOOFoza��z
♦ k I / -
\ S STATION �Vy SEAL °
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♦ ♦ k : �;...:.,rrY}�� GIN ° 5 ,
♦ � � ♦ / �� \ k �y\ � GRAPHIC SCALE
\ k APPROXIMATE LOCATION OF ULTRASONIC LEVEL 30 o t�s 30 610 RECORD
♦ / \ k TRANSDUCER. ROUTE SIGNALS TO INFLUENT PUMP
` 'COO STATION CONTROL PANEL 1 inch = 30 Ft. DRAWING
Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED -4 0- W i t h e rs Ra ve n e l Sheet No.
INSTRUMENTATION & CONTROL SITE PLAN
PAP o2/08/2024 CONTRACT I I 19
Checked By lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

DocuSign Envelope ID: 264C0BAC-7E68-4F1 C-9E47-OCBCDBB7B4A8
0
m
FIRST LETTER
MEASURED OR INITIATING VARIABLE MODIFIER
A ANALYSIS
B BURNER, COMBUSTION
C CONDUCTIVITY (ELECTRICAL)
D DENSITY OR SPECIFIC GRAVITY
DIFFERENTIAL
E VOLTAGE
F FLOW RATE
RATIO (FRACTION)
G GAUGING
H HAND
I CURRENT (ELECTRICAL)
J POWER
SCAN
K TIME, TIME SCHEDULE
L LEVEL
M MOTOR
N VIBRATION
0 OPERATION
OFFSET
P PRESSURE, VACUUM
Q QUANTITY, EVENT
INTEGRATE, TOTALIZE
R RADIATION
S SPEED, FREQUENCY
SAFETY
T TEMPERATURE
TREND
U MULTIVARIABLE
V VISCOSITY
VACUUM
W WEIGHT, FORCE, TORQUE
X UNCLASSIFIED
Y
Z POSTION
MULTIPLE FUNCTION
OR
XX XX
OR
XX XX
XX
OR
XX XX
XX
OR
XX
OR
OR
V 1XX XX�
OR
V 1XX XX�
I/O
PLC
OR
I PLC \LC I/O �0
FUNCTIONAL SYMBOL SCHEDULE
SUCCEEDING LETTERS
READOUT OR PASSIVE FUNCTION
ALARM
PROGRAMMER
SENSOR (PRIMARY ELEMENT)
GLASS, VIEWING DEVICE
INDICATE
LIGHT (PILOT)
ORIFICE, RESTRICTION
POINT (TEST) CONNECTION
INTEGRATE
RECORD, PRINT
MULTIFUNCTION
WELL
UNCLASSIFIED
BASIC SYMBOLS
FIELD MOUNTED INSTRUMENT OR DEIVCE
FRONT OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC, VFD
REAR OF PANEL MOUNTED INSTRUMENT ON UCP OR MCC, VFD
FRONT OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL
REAR OF PANEL MOUNTED INSTRUMENT ON MAIN PANEL
OUTPUT FUNCTION MODIFIER
CONTROL CLOSED
EDUCATION
CONTROL STATION
HIGH
LOW
MIDDLE, INTERMEDIATE
OPEN
REGULATE
SWITCH
TRANSMIT
MULTIFUNCTION MULTIFUNCTION
VALVE, DAMPER, LOUVER, GATE
UNCLASSIFIED UNCLASSIFIED
RELAY, COMPUTE, CONVERT
FINAL CONTROL DRIVE, ACTUATOR, UNCLASSIFIED
PLC AND/OR COMPUTER SOFTWARE COMPONENT (OPERATOR ACCESSIBLE UNDER NORMAL CONDITIONS
PLC AND/OR COMPUTER GENERATED COMPONENT (NOT OPERATOR ACCESSIBLE UNDER NORMAL
CONDITIONS)
PLC INPUT/OUTPUT
LINE CODES
— — — — —
— — INSTRUMENT SIGNAL
ELECTRICAL SIGNAL
0 0
DATA LINK
PNEUMATIC
CAPILLARY
SONIC OR R.F.
L L
HYDRAULIC
T T
TELEPHONE
I
NO ELECTRICAL CONNECTION
I I I
—� — —
— — ELECTRICAL CONNECTIONS
(INDICATED BY DOTS)
HEAT TRACED PROCESS
LINE OR EQUIPMENT
— —
MATCHLINE
PROCESS LINE OR ELECTRICAL
SHEET
> SIGNAL CONTINUATION TO/FROM
SHEET NUMBER INDICATED
CONTINUATION ON SAME SHEET
CONTINUATION ON FACILITIES
S NOT SHOWN ON DRAWINGS
VALVES, PUMPS,
AND METERS
FLAME ARRESTOR
PINCH VALVE
GATE VALVE
NEEDLE VALVE
LArl
BUTTERFLY VALVE
BALL VALVE
GLOBE VALVE
PLUG VALVE
DIAPHRAGM VALVE
CHECK VALVE
®
DIAPHRAGM CHECK VALVE
CONTROL VALVE
ALTITUDE VALVE
PRESSURE REGULATING VALVE
—001
110.
BACKPRESSURE REGULATING VALVE
PRESSURE RELIEF VALVE
PISTON OPERATED VALVE
X
S = SOLENOID OPERATED VALVE
M = MOTOR OPERATED VALVE
P = PNEUMATIC OPERATED VALVE
Y
DRAIN
Y = WEIR GATE
T = SLIDE SLUICE GATE
I = STOP LOG
BLIND FLANGE
®
PRESSURE RELIEF OR SAFETY VALVE
3-WAY
4-WAY
TELESCOPING VALVE
ID
REDUCER
-El
HOSE CONNECTION
WAFER/CHECK VALVE
UNION
DIAPHRAGM ISOLATOR
VALVES, PUMPS, AND METERS (CONTINUED)
STRAINER
LATERAL WYE
AIR / WATER FILTER
i
�H HORN
FLOAT SWITCH
O REGULATOR / FILTER
QAIR RELEASE VALVE (ARV)
g AIR VACUUM RELEASE VALVE (ARVV)
PADDLE WHEEL FLOW METER
0 ULTRASONIC METER
M I MAGNETIC METER (INLINE / INSERT)
FI ROTAMETER
OELECTRIC MOTOR
SUBMERSIBLE PUMP
0 CENTRIFUGAL PUMP
M
VERTICAL TURBINE PUMP / WELL PUMP
POSITIVE DISPLACEMENT PUMP
DIAPHRAGM OR METERING PUMP
CENTRIFUGAL BLOWER
POSITIVE DISPLACEMENT BLOWER
= CALIBRATION COLUMN
PULSATION DAMPENER
RETRACTABLE INJECTION QUILL ASSEMBLY
�7
I = RAIN GAUGE METER/CONTROLLER
SUBMERSIBLE MIXER
SUBMERSIBLE AERATOR/MIXER
(ELECTRIC MOTOR DRIVEN)
STORAGE TANK (TYP.)
MISCELLANEOUS SYMBOLS
OPURGE
CONNECTION
OSAMPLE
POINT
OI
INTERLOCK
❑X
MULTIPLY
DIVIDE
HIGH SELECT
❑�
LOW SELECT
SQUARE ROOT
SUM (ALGEBRAIC)
f
SPECIAL FUNCTION
R+ B
RATIO PLUS BIAS
dL / dt
RATE OF RISE (LEVEL)
EQUIPMENT NOTATION
B =
BLOWER OR FAN
E =
ENGINE
G =
GENERATOR
F =
FILTER
GS
= GRINDER/SCREEN
K =
COMPRESSOR
H =
HOIST
ME
= MECHANICAL EQUIPMENT
MX
= MIXER
P =
PUMP
R =
HEAT EXCHANGER
T =
TANK OR SUMP
VALVE OPERATION NOTATION
EFC =
ELECTRIC FAIL CLOSE
AFC
= AIR FAIL CLOSE
EFO
= ELECTRIC FAIL OPEN
AFO
= AIR FAIL OPEN
AFS
= AIR FAIL STATIC
EFS =
ELECTRIC FAIL STATIC
CONTROLLER NOTATION
PV = PROCESS VARIABLE INPUT
SP = SET POINT INPUT
C = CONTROL OUTPUT
VALVE DESIGNATIONS (MODULATING)
HV = HAND VALVE
FCV = FLOW CONTROL VALVE
PRV = PRESSURE REGULATING VALVE
LCV = LEVEL CONTROL VALVE
FV = FLOW VALVE (NON -MODULATING)
MV = MUD VALVE
TV = TELESCOPING VALVE
CV = CHECK VALVE
MOV = MOTOR OPERATED VALVE
INSTRUMENT TAG NOTATION
FIC 0 1 01 A
INSTRUMENT QUANTITY SUFFIX
INSTRUMENT NUMBER
PROCESS AREA
PLANT AREA
ISA INSTRUMENT FUNCTION
Z& =STATUS
THIS SYMBOL INDICATES THE
FOLLOWING INSTRUMENTATION
FIELD PCP / LCP / MCC SCADA GRAPHICS PANEL
)()( A KOA FAIL Oq FAULT OA A
XX)CX �— XX)CX — � XXXX — — V=FAIL
AS APPLICABLE QKYVALVE
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R
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V=OPEN RUN
V=OPEN
I
G READY READY G
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XXXX XXXX
V=CLOSED
V=CLOSED
V=VALVE
PLC NOTATIONS
AI = ANALOG INPUT
AO = ANALOG OUTPUT
DI = DISCRETE INPUT
DO = DISCRETE OUTPUT
SSDC = SURGE SUPPRESSION DEVICE
D/A = DISCRETE TO ANALOG CONVERTOR
HAND SWITCH NOTATION
HOA
= HAND -OFF -AUTO
S/S =
START / STOP
SEL =
SELECTOR
O/C =
OPEN / CLOSE
0/0 =
ON / OFF
LOS
= LOCKOUT -START
D/S =
DUTY / STANDBY
FOS
= FAST -OFF -SLOW
OAC
= OPEN -AUTO -CLOSE
COCA = OPEN -OFF -CLOSE -AUTO
ROF
= REVERSE -OFF -FORWARD
ROL
= RAISE -OFF -LOWER
F/R =
FORWARD / REVERSE
HOR
= HAND -OFF -REMOTE
LOR
= LOCAL -OFF -REMOTE
SAR
= SILENCE -AUTO -RESET
MISCELLANEOUS NOTATIONS
S/D =
SHUTDOWN
O/R =
OVERRIDE
MCC
= MOTOR CONTROL CENTER
VFD
= VARIABLE FREQUENCY DRIVE
UCP
= UNIT CONTROL PANEL
LCP
= LOCAL CONTROL PANEL
MCP
= MASTER CONTROL PANEL
NC =
NORMALLY CLOSED
NO =
ELECTRICAL OPEN
ES =
ELECTRICAL SUPPLY
IS = INLET SILENCER
DS =
DISCHARGE SILENCER
SEQ
= SEQUENCE /ALTERNATOR
SA =
SURGE ARRESTOR
DO =
DISSOLVED OXYGEN
ETM
= ELAPSED TIME METER
TURB = TURBIDITY
US =
ULTRASONIC
TYPICAL FOR M
(IF NOT SHOWN OTHERWISE ON DWGS)
S
HS — HS HS
I�f XXXX XX)CX XX)CX
ZSO
XXXX
ZSC S
XXXX
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M =HS XX V V
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FIELD PCP SCADA
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Checked By
PAP Job No. 02/08/2024 CONTRACT 11
JCM&MCW 02181005.02 TOWN OF MOUNT OLIVE WAYNE COUNTY
OVEM ENTS
NORTH CAROLINA
INSTRUMENTATION & CONTROL
LEGEND AND GENERAL NOTES
_40- WithersRavenel Sheet No.
1 / Engineers I Planners I Surveyors
20
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com

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2/9/2024
RECORD
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Revision Date BDesigner Scale 1 MOUNT OLIVE WWTP IMPROVEMENTS
1 RECORD DRAWINGS 02/08/2024 BK Drawn By Date S JCM AS NOTED -4 0- W i t h e rs Ra ve n e l Sheet No.
IRRIGATION &TRANSFER SYSTEM P & I D
o2/08/2024 CONTRACT I I 21
Checked By PAP lob No. Engineers � Planners � Surveyors
JCM & MCW 02181005.02 TOWN OF MOUNT OLIVE WAY N E COUNTY NORTH CA RO L I N A 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com