CCS Sewer RFP Packet Final.pdf

PDF 4 MB Posted Jul 20, 2026

Attached to: Eastview School Off-Site Sewer Force Main Installation
Solicitation number: 171-171-26-202
Issued by: Clay County, Biscoe Town, North Carolina

About this file

Written by GovTribe AI · Jul 22, 2026

This Request for Proposals (RFP) package pertains to the construction of an off-site sewer force main extension project for Columbus County Schools in North Carolina, with involvement from the Town of Bolton and applicable regulatory agencies including the NC Department of Transportation and NC Department of Environmental Quality. Columbus County Schools solicits sealed proposals from qualified, licensed utility contractors to furnish all labor, materials, equipment, supervision, transportation, testing, restoration, and incidentals necessary to construct approximately 1,960 linear feet of 3-inch off-site sewer force main extending from East View School to the Town of Bolton's sewer collection station. The project scope includes installation of force main, excavation, trenching, pipe installation, connections, fittings, boring where required, backfill, restoration, erosion control, testing, and inspections. A mandatory site visit must be scheduled by contacting Timmy Ward, Maintenance Director, at 910-770-2303 or tward@columbus.k12.nc.us. Sealed proposals must be submitted to Timmy Ward at Columbus County Schools, 89 School Road, Hallsboro, NC 28442, in person or by email by September 3, 2026 at 1:00 PM. The last day for submitting questions is August 13, 2026, with responses due August 20, 2026. Bid opening is scheduled for September 3, 2026, with notice of award on September 9, 2026. The substantial completion date is December 31, 2026.

Qualified bidders must be licensed North Carolina contractors with utility experience, current insurance, OSHA compliance, and references for similar work. Proposals must include company information, license, insurance, price proposal, schedule, references, subcontractors list, and acknowledgment of addenda. The project involves multiple regulatory permits and approvals, including NCDOT utility encroachment permit E063-024-26-00040 for installation of 60 linear feet of 3-inch sewer force main under NC Highway 214 using the jack and bore method, and NC Department of Environmental Quality Permit No. WQ0047335 authorizing construction of approximately 1,823 linear feet of 3-inch force main. The project specifically specifies 3-inch SDR-21, 200 PSI PVC force main materials. The force main will serve the East View Pre K-8 School and tie into the Town of Bolton's existing sewer collection system, with wastewater treatment provided by the City of Whiteville's wastewater treatment facility. Engineering certification by a North Carolina-licensed Professional Engineer is required upon project completion prior to operation, along with as-built record drawings and supporting design calculations.

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East View School Off-Site Sewer Force Main Installation

REQUEST FOR PROPOSALS (RFP)

Off-Site Sewer Force Main Installation

Eastview School

Owner:

Columbus County Schools

Facility Services

89 School Road

Hallsboro, NC 28442

Attention: Timmy Ward, Maintenance Director

Project Name

East View School Off-Site Sewer Line Installation

Invitation

Columbus County Schools is soliciting sealed proposals from qualified, licensed utility contractors to furnish all labor, materials, equipment, supervision, transportation, testing, restoration, and incidentals necessary to construct approximately 1,960 linear feet of 3-inch off-site sewer force main extending from East View School to the Town of Bolton's sewer collection station.

Project Description

The project consists generally of the installation of approximately 1,960 linear feet of 3-inch sewer force main beginning at East View School and terminating at the Town of Bolton sewer collection station. The complete Scope of Work, plans, specifications, and special provisions are included in the attached documents and are incorporated into this RFP.

Scope of Work

Includes installation of force main, excavation, trenching, pipe installation, connections, fittings, boring where required, backfill, restoration, erosion control, testing, inspections, and all work shown in the attachments.

Contractor Qualifications

Licensed NC contractor with utility experience, insurance, OSHA compliance, and references for similar work.

Proposal Requirements

Include company information, license, insurance, price proposal, schedule, references, subcontractors, and acknowledgment of addenda.

Mandatory Site Visit Please contact Timmy Ward at 910-770-2303 or tward@columbus.k12.nc.us to schedule a site visit.

Submission

Deliver sealed proposals to Timmy Ward, Maintenance Director, Columbus County Schools, 89 School Road, Hallsboro, NC 28442. In person or by email tward@columbus.k12.nc.us by

September 3, 2026 at 1PM.

Attachments

Scope of Work, Plans, Specifications, Bid Form, Insurance Requirements, General

Conditions, Special Conditions, and Addenda.

Issue Date: July 20, 2026

Last Day for Questions: August 13, 2026

Last Day for Responses: August 20, 2026

Bid Opening Date: September 3, 2026

Notice of Award: September 9, 2026

Notice to Proceed: TBD

Substantial Completion Date: December 31, 2026 mailto:tward@columbus.k12.nc.us http://tward@columbus.k12.nc.us

06/11/2026

E063-024-26-00040

06/11/2026

For Division Engineer Wallace Jernigan Jr.

SADE

1 2 2 C I N E M A D R I V E , W I L M I N G T O N , N C 2 8 4 0 3 P H : ( 9 1 0 ) 7 9 1 - 6 7 0 7 F A X : ( 9 1 0 ) 7 9 1 - 6 7 6 0

June 5, 2026

NC Department of Transportation Division 6, District 3 1194 Prison Camp Rd.

Whiteville, NC 28472

Re: Columbus County Pre K-8 Sewer Encroachment Agreement Application Applicant: Columbus County Board of Education 2586 James B. White Hwy N., Whiteville, NC 28477

To Whom It May Concern, The applicant, Columbus County Board of Education, is requesting a utility encroachment agreement for installation of 60 LF of a 3” SDR-21 sanitary sewer force main inside 8” steel casing to be installed by Jack & Bore method under NC 214 Green Swamp Rd. S. Enclosed with this cover letter are the plans and encroachment agreement application.

The expected schedule for the proposed utility construction listed above is Fall 2026 through Early Winter 2026.

Thank you for your attention to this matter. Please feel free to contact our office if you have any questions or require additional information.

Sincerely, Rob Balland, PE

June 5, 2026

NC Department of Transportation Division 6, District 3 1194 Prison Camp Rd.

Whiteville, NC 28472

SUBJECT: Erosion and Sediment Control – a 3” Sewer Force Main – NC 214 (Green Swamp Rd. S.)

To Whom it may concern:

This letter is to acknowledge that the above-mentioned activity will disturb less than one acre. Therefore, an approved erosion and sediment control plan from NCDEQ is not required.

However, appropriate measures will be implemented during construction to prevent erosion and offsite sedimentation.

If there are further questions, please contact Jesse E. Beck, II (910-642-5168).

Very truly yours, Paramounte Engineering, Inc.

Andrew Richards, P.E.

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GRAVEL DRIVE

N/F

SPENCER L. NEWCOMER

Deed Book 1214 - Page 121

N/F

STEVEN FIORAVANTI

Deed Book 1141 - Page 818

N/F CECILE ETHERIDGE et al

Deed Book 1278 - Page 494

N/F

STEVEN FIORAVANTI

et al Deed Book 1266 -

N/F

NANCY H. BROWN

Deed Book 556 - Page 955

Plat Book 68 - Page 96

N/F

DARIUS K.

SIMMONS

Deed Book 668 -

N/F RONALD J. STUKES et ux

Deed Book 1038 - Page 390

N/F

CHARLES BRYANT SMITH

Deed Book 1098 - Page 399

N/F

AN PHAM

Deed Book 794 - Page 444

N/F

WILLIAM L. FORD

Deed Book 1296 - Page 88

N/F

NANCY H. BROWN

Deed Book 556 - Page 955

Plat Book 103 - Page 25

N/F

FRANK B. IRVING

Deed Book 1371 - Page 508

N/F

COLUMBUS COUNTY

BOARD OF EDUCATION

Deed Book 1359 - Page 974

Plat Book 106 - Page 79

N/F

ALLEN

WALTER

BROWN

Deed Book 1061

- Page 817

Plat Book 95

- Page 05

BENCHMARK "C"

(EXISTING NAIL)

TOP OF NAIL

ELEVATION = 60.94'

N/F

ALLEN WALTER

BROWN

Deed Book 943

- Page 944

Property Line

Per Plat Book 122 - Page 31

FIELD

GRASS

FIELD

HEDGEROW

ITC

DITCH

ITC

DITCH

C H

ITC

DITCH

61'

12" RCP

NORTH INV. = 62.06'

SOUTH INV. = 62.05'12" RCP

NORTH INV. = 62.11'

SOUTH INV. = 61.86'

12" RCP

WEST INV. = 59.66'

EAST INV. = 59.65'

12" CPP

NORTH INV. = 58.50'

SOUTH INV. = 58.47'12" RCP

WEST INV. = 57.40'

EAST INV. = 57.34'

15" CMP

NORTH INV. = 58.00'

SOUTH INV. = 57.75'

15" RCP

NORTH INV. = 57.89'

DROP INLET

TOP = 59.79'

BOTTOM = 58.00'

15" RCP

SOUTH INV. = 57.95'

15" RCP

NORTH INV. = 58.23'

SOUTH INV. = 57.57'

24" RCP

WEST INV. = 56.58'

EAST INV. = 56.12'

24" RCP

NORTH INV. = 56.62'

SOUTH INV. = 55.41'

12" RCP

WEST INV. = 58.24'

EAST INV. = 58.11'

N/F

ALLEN WALTER

BROWN

Deed Book 943

- Page 944

N/F

ALLEN WALTER

BROWN

Deed Book 943

- Page 944

N/F

TOWN OF BOLTON

Deed Book 207 - Page 192 Plat Book 5 - Page 55

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OHE

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H E

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E O

H E

O H

E O

H E

TELEPHONE

PED

TELEPHONE PED

TELEPHONE

PED

TELEPHONE PED

"ATMC" FOC BOX

"SOUTHERNBELL"

FOC NR

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/W P

G E

FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FIRST STREET

37' PUBLIC R/W

PER PB 59 - PG 11

STR

EET

BLIC

/W W

VAR

IES

PER

PB 59 - PG

EX. 8" PVC

ATER

AIN

W W

W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W

G H

20' ALLEY

U T

C.O.

MAILBOX

EX. AIR

RELEASE

VALVE

MAILBOXTELEPHONE

PED

EX. 4" SDR-21 PVC

FORCE MAIN

EX. 8" DR-18 PVC

FORCE MAIN

EX. 4" SDR-21 PVC

FORCE MAIN

EX. 8" DR-18 PVC

FORCE MAIN

EX. 4" SDR-21 PVC

FORCE MAIN

EX. 4" SDR-21 PVC

FORCE MAIN

EX. 8" DR-18 PVC

FORCE MAIN

59 60

58 5958 58 59

60 59

60 61

61 62 61 62

61 62

63 63

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X X

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

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LOD

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LOD

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LOD LOD LOD

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ETIC

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2.0'2.1'2.6'

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N A

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L O

N G

A T

S H

O R

P R

C T:

ORIG

SUBMISSION:

SHEET NAME:

SHEET:

1 2 3 4 5 6

DATE DESCRIPTION∆

ELECTRONIC DRAWINGS AND DOCUMENTATION MAY

NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN

PERMISSION FROM LS3P ASSOCIATES LTD.

-2

Columbus County Schools

G re en S w am p R d.

H w y.

a nd

S am

P ot ts H w y

Bo lto n, N or th

C ar ol in a

C ol um bu s C ou nt y Sc ho ol s

-8

PERMIT APPLICATION

WWW.LS3P.COM

101 NORTH THIRD STREET, SUITE 500

WILMINGTON, NORTH CAROLINA 28401

TEL. 910.790.9901 FAX. 910.790.3111

122 Cinema Drive Wilmington, North Carolina 28403

(910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 - SC License #: 003542

NORTH CAROLINA

OFESSION

ENGI N EER

SEAL

0 3 1 5 9 1

ROBERT P . BA LLA ND

06/08/2026

E D

F O

P R

E L

A R

Y P

E R

G B

O N

U C

A 2025.09.24 FOR PERMIT / BIDDING

B 2025.10.17 ADDENDUM 01

C 2025.10.28 ADDENDUM 03

0 2026.01.15 PERMIT APPLICATION

1 2026.02.09 ASI#4-BYPASS DITCH REV

AND FORCE MAIN TIE-IN

2026.03.19 RFI#18 STORM MH2

CULVERT #2

2026.04.28 RFI#32 SEWER TIE-IN3

ELEVATIONS

2026.04.28 RFI#34 SEWER TIE-IN3

2026.06.03 RFI#46 STORM CONFLICT4

OFF-SITE

FORCE MAIN

PLAN & PROFILE

C-410

01/27/2026

OFF-SITE FORCE MAIN [STA. 10+00 - 25+00] - PROFILE VIEW

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

OFF-SITE FORCE MAIN [STA. 10+00 - 25+00] - PLAN VIEW

SCALE: 1" = 50'

0 25 50 100 200

SCALE: 1"=50'

GRAPHIC SCALE

NAD 83 (2011)

PROPOSED 3" SDR-21,

200 PSI, PVC FORCE MAIN

PROPOSED 3" SDR-21,

200 PSI, PVC FORCE MAIN

(1) 3"x3"x3" MJ TEE

(1) 3" MJ GATE VALVE

(1) 3" MJ PLUG

FOR PROPOSED

SCHOOL CONNECTION

(1) 3" MJ GATE VALVE

(1) 3" MJ PLUG

PROPOSED 60LF - 8"

STEEL BORE AND JACK

CASING PIPE, 0.188"

WALL THICKNESS

(2) 3" MJ 45°

BENDS

55' R/W

PROPOSED 10'

UTILITY EASEMENT

12.8' EOP TO FM

12.5' EOP TO FM

E O

F M

E O

F M

E O

F M

E O

F M

23'

EP-EP

25'

EP-EP

-E P

-E

(1) 3" MJ PLUG

STA. 11+00

(1) 3" MJ GATE VALVE

STA. 11+03

(1) 3"x3"x3" MJ TEE

(1) 3" MJ GATE VALVE

(1) 3" MJ PLUG

STA. 11+07

PROPOSED SCHOOL

SITE CONNECTION

(1) 3" MJ 45°

HORIZONTAL BEND

STA. 13+20

(1) 3" MJ 45°

HORIZONTAL BEND

STA. 13+24

3" SDR-21, 200 PSI,

PVC SANITARY

SEWER FORCE MAIN

3' M

4'Ø AIR RELEASE

MANHOLE

STA. 20+32

SEE DETAIL

PROPOSED

10'x10'x5'

RECEIVING PIT

PROPOSED 50'x5'x4'

BORE PIT

50'10'

60LF - 8" STEEL

BORE AND JACK

CASING PIPE, MIN.

THICKNESS 0.188"

7' 8.5'

TOPOGRAPHIC/LOCATION NOTES:

* TOPOGRAPHIC AND LOCATION INFORMATION HEREON REPRESENTS

EXISTING CONDITIONS OF PROJECT SURVEY AREA UPON CLIENT REQUEST.

EXISTING MODEL BASED ON PUBLIC AND PRIVATE POINT CLOUDS WITH

INCLUDED SPOT ELEVATIONS TO ACCOMODATE FOR OBSERVED

IRREGULARITIES. PROJECT SURVEY AREA HAS BEEN FIELD SURVEYED.

* ALL ELEVATIONS ARE MEAN SEA LEVEL (NAVD 88) BASED UPON NATIONAL

GEODETIC SURVEY DESIGNATION "BOL" AS NOTED HEREON. [SEE

BENCHMARKS]

* SUBJECT SURVEY IS IN ZONE X (AN AREA DETERMINED TO BE OUTSIDE

THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FEMA NATIONAL FLOOD

INSURANCE PROGRAM.

* ALL PIPE SIZES HEREON ARE INSIDE DIAMETER.

* WATER LINES AND SANITARY SEWER FORCE MAIN INSERTED AND/OR

TRANSLATED PER COLUMBUS COUNTY GIS SHAPEFILES. MANHOLES,

HYDRANTS, GATE VALVES AND METERS BY FIELD SURVEY THIS DATE.

FORCE MAIN BEING 4" PVC AND 8" PVC PER PROJECT NO: 2-99-8315-4700 BY

McDAVID ASSOCIATES, INC. DATED AUGUST 31, 2006. SEE TOWN OF

BOLTON, N.C. UTILITIES DEPARTMENT FOR VERIFICATION.

* FIBEROPTIC CABLE IS LOCATED WITHIN THE RIGHT-OF-WAY OF N.C. HWY.

214 AND N.C. HWY. 211.

* PUBLIC/PRIVATE GEOTECHNICAL/SUE MARKING/FLAGGING NOT PROVIDED

FOR PROJECT SURVEY AREA.

* THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD

SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES

NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE

ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE

SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND

UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE

DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE

FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY

LOCATED THE UNDERGROUND UTILITIES. IN ADDITION, NO RESPONSIBILITY

OF ANY NATURE IS ASSUMED BY THE SURVEYOR FOR ANY CONDITIONS

WHICH MAY PRESENTLY EXIST BUT ARE UNKNOWN, SUCH AS TOXIC OR

HAZARDOUS WASTE MATERIALS, CEMETERIES, WETLANDS, ETC.

BOUNDARY NOTES:

* ALL COORDINATES AND BEARINGS HEREON ARE N.C. GRID, NAD83(2011)

REFERENCE, ESTABLISHED USING GNSS (GLOBAL NAVIGATION SATELLITE

SYSTEM) WITH NORTH CAROLINA VRS CORRECTIONS.

* ALL DISTANCES HEREON ARE HORIZONTAL GROUND UNLESS OTHERWISE

NOTED..

* THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,

RIGHTS-OF-WAY OR OTHER MATTERS OF RECORD.

* LAND OWNERS, AS SHOWN HEREON, TAKEN FROM COLUMBUS COUNTY

TAX RECORDS. CURRENT OWNERSHIP OR ADDITIONAL LAND OWNERS

SUBJECT TO TITLE RECORDS SEARCH.

ELECTRONIC NOTE:

I HEREBY CERTIFY THIS DOCUMENT ORIGINALLY ISSUED AND

SEALED BY JASON S. WALKER, L-5147, ON JULY 01, 2025.

THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.

T C

-4

5'5.

TYPICAL FORCE MAIN PRESSURE

SEWER TRENCH DETAIL #2

STA. 13+20 TO 18+00

NOT TO SCALE

TYPICAL FORCE MAIN PRESSURE

SEWER TRENCH DETAIL #3

STA. 18+00 TO 25+55

NOT TO SCALE

EX. 4" PVC

PRESSURE

SEWER

EX. 8" PVC

FORCE MAIN

3' M

7" MIN.

18" TYPICAL

EX. 4" PVC

PRESSURE

SEWER

18" TYPICAL

3' M

7" MIN.

18" MIN.

EX. 4" PVC

PRESSURE

SEWER

EX. 8" PVC

FORCE MAIN

3' M

7" MIN.

18" +/-3'

3' M

7" MIN.

18" MIN.

PROPOSED

3" PVC

FORCE MAIN

PROPOSED

3" PVC

FORCE MAIN

TYPICAL FORCE MAIN PRESSURE

SEWER TRENCH DETAIL #1

STA. 10+00 TO 13+20

NOT TO SCALE

EX. 4" PVC

PRESSURE

SEWER

EX. 8" PVC

FORCE MAIN

3' M

7" MIN.

18" +/-5.9'

3' M

7" MIN.

18" MIN.

PROPOSED

3" PVC

FORCE MAIN

EXISTING GRADE EXISTING GRADE EXISTING GRADE

LEGEND:

PROPOSED SANITARY FORCE MAIN

EXISTING SANITARY FORCE MAIN

EXISTING WATER MAIN

EXISTING STORM SEWER CULVERT

EXISTING CONTOUR

EXISTING OVERHEAD POWER

EXISTING UNDERGROUND TELEPHONE

EXISTING POWER POLE

EXISTING PEDESTAL

EXISTING MAILBOX

EXISTING ELECTRIC TRANSFORMER

EXISTING SANITARY MANHOLE

OHE

W W

UT UT

PROPOSED 10' PUBLIC

UTILITY EASEMENT

EXISTING

GRADE

PROPOSED OPEN CUT OF

EXISTING ASPHALT TO INSTALL

PROPOSED 3" FORCE MAIN.

(SEE DETAIL)

' W

N C

U T

TRAFFIC CONTROL:

CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ANY WORK

IMPEDING THE FLOW OF VEHICULAR OR PEDESTRIAN TRAFFIC IN NCDOT

OR PRIVATE RIGHT OF WAY PER NCDOT STANDARD DRAWINGS.

EXISTING VEGETATION:

CONTRACTOR SHALL REMOVE ANY EXISTING VEGETATION IN THE RIGHT

OF WAY THAT SHALL INTERFERE WITH THE INSTALLATION OF THE

PROPOSED UTILITY. CONTRACTOR SHALL NOT REMOVE ANY EXISTING

VEGETATION ON PRIVATE PROPERTY WITHOUT THE WRITTEN PERMISSION

FROM SAID PROPERTY OWNER.

PROPOSED AIR

RELEASE MANHOLE

STA. 20+32

(SEE DETAIL)

EX. 12" RCP STORM

SEWER CROSSING

STA. 18+32

INV.=59.66EX. 12" RCP STORM

SEWER CROSSING

STA. 16+35

INV.=57.40

EX. 24" RCP STORM

SEWER CROSSING

STA. 11+40

INV.=55.43

PROPOSED 10'x10'x6'

RECEIVING PIT

PROPOSED

50'x5'x5' BORE PIT

6.2' 3.

PROPOSED SILT FENCE 5'

OUTSIDE OF PROPOSED

FORCE MAIN

PROPOSED SILT FENCE 5'

OUTSIDE OF PROPOSED

FORCE MAIN PROPOSED SILT FENCE 5'

OUTSIDE OF PROPOSED

FORCE MAIN

EXISTING LIMITS OF

DISTURBANCE

PROPOSED LIMITS

OF DISTURBANCE

1,615SF (0.04 AC)

PROPOSED LIMITS

OF DISTURBANCE

4,065SF (0.09 AC)

PROPOSED LIMITS

OF DISTURBANCE

14,420SF (0.33 AC)

PROPOSED LIMITS

OF DISTURBANCE

555SF (0.01 AC)

EXISTING

UNDERGROUND

TELEPHONE

EX. 4" Ø FM

EX. 8" Ø

WATER

10LF - 8" STEEL

BORE AND JACK

CASING PIPE, MIN.

THICKNESS 0.188"

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

NC HWY. 214 (SAM POTTS HWY.)

AutoCAD SHX Text S

POWER BOX

ON SLAB

EX. BOLTON

PUMP

STATION SITE

GRASS

SOILGRAVEL

ASPHALT

SITE CONTROL CORNER

BURIED IRON PIPE IN FIELD

NAD 83(2011) POSITION

N: 209,572.53 sFT

E: 2,181,814.65 sFT

FIELD

N/F

CITY OF WHITEVILLE

Deed Book 1145 - Page 904

N/F

SPENCER L. NEWCOMER

Deed Book 1214 - Page 121

FIELD

HEDGEROW

ITC

DITCH

15" RCP

WEST INV. = 60.05'

EAST INV. = 60.12'

ARV

ASSEMBLY MANHOLE

TOP OF LID = 62.45'

BOTTOM MANHOLE = 58.69'

FM FM FM FM

FM FM

FM FM FM FM

FM FM FM FM FM

W W W W W

62 61

X X

XXX

X X

X X X

59 60 61 596062 61

N/F

CHARLES BRYANT SMITH

Deed Book 1098 - Page 399

FM FM FM FM FM

25+00 26+00

27+00 28+0028+23

LOD LOD LOD LOD LOD LOD

LOD

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LOD

LOD LOD LOD

DLODLODLODLODLODLODLODLODLODLOD

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S H

O R

P R

C T:

ORIG

SUBMISSION:

SHEET NAME:

SHEET:

1 2 3 4 5 6

DATE DESCRIPTION∆

ELECTRONIC DRAWINGS AND DOCUMENTATION MAY

NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN

PERMISSION FROM LS3P ASSOCIATES LTD.

-2

Columbus County Schools

G re en S w am p R d.

H w y.

a nd

S am

P ot ts H w y

Bo lto n, N or th

C ar ol in a

C ol um bu s C ou nt y Sc ho ol s

-8

PERMIT APPLICATION

WWW.LS3P.COM

101 NORTH THIRD STREET, SUITE 500

WILMINGTON, NORTH CAROLINA 28401

TEL. 910.790.9901 FAX. 910.790.3111

122 Cinema Drive Wilmington, North Carolina 28403

(910) 791-6707 (O) (910) 791-6760 (F) NC License #: C-2846 - SC License #: 003542

NORTH CAROLINA

OFESSION

ENGI N EER

SEAL

0 3 1 5 9 1

ROBERT P . BA LLA ND

03/26/2026

E D

F O

P R

E L

A R

Y P

E R

G B

O N

U C

A 2025.09.24 FOR PERMIT / BIDDING

B 2025.10.17 ADDENDUM 01

C 2025.10.28 ADDENDUM 03

0 2026.01.15 PERMIT APPLICATION

1 2026.02.09 ASI#4-BYPASS DITCH REV

AND FORCE MAIN TIE-IN

2026.03.19 RFI#18 STORM MH2

CULVERT #2

OFF-SITE

FORCE MAIN

PLAN & PROFILE

C-411

01/27/2026

OFF-SITE FORCE MAIN [STA. 25+00 - END] - PROFILE VIEW

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

OFF-SITE FORCE MAIN [STA. 25+00 - END] - PLAN VIEW

SCALE: 1" = 50'

T C

-4

0 25 50 100 200

SCALE: 1"=50'

GRAPHIC SCALE

PROPOSED 3" SDR-21,

200 PSI, PVC FORCE MAIN

(2) 3" MJ 45°

BENDS

E O

F M

(1) 3" MJ 45°

HORIZONTAL BEND

STA. 25+96

(1) 3" MJ 45°

HORIZONTAL BEND

STA. 26+55

3" SDR-21, 200PSI,

PVC SANITARY

SEWER FORCE MAIN

3' M

CONTRACTOR SHALL CORE DRILL EX.

SSMH TO ACCEPT A 3" LINE AND

INSTALL NEOPRENE BOOT

(2) 3" MJ 45°

BENDS

CONTRACTOR SHALL CORE DRILL EX.

SSMH TO ACCEPT A 3" LINE AND

INSTALL NEOPRENE BOOT

+/-15' FROM FM TO FENCE

7.8' FROM EOP TO FM

TYPICAL FORCE MAIN PRESSURE

SEWER TRENCH DETAIL #4

STA. 25+55 TO 26+25

NOT TO SCALE

EX. 8" PVC

FORCE MAIN

7" MIN.

+/-3'

3' M

7" MIN.

18" MIN.

PROPOSED

3" PVC

FORCE MAIN

EXISTING GRADE

TYPICAL FORCE MAIN PRESSURE

SEWER TRENCH DETAIL #5

STA. 26+25 TO 28+20

NOT TO SCALE

7" MIN.

3' M

7" MIN.

18" MIN.

PROPOSED

3" PVC

FORCE MAIN

EXISTING GRADE

STAINLESS STEEL

DOUBLE STRAP

SERVICE SADDLE

2" BRASS NPT ISOLATION

BALL VALVE

1 FULL JOINT PVC SDR-21

PIPE CENTERED AT VALVE.

INSTALL PIPE A MINIMUM

OF 6 INCHES OFF THE

MANHOLE BOTTOM.

WER

MANHOLE COVER

CONCRETE GRADE RING

12" (MIN.) NO. 57 OR NO. 5

STONE UNDER MANHOLE

A R V

PVC SDR-21

PIPE

DESCRIPTION

1. PVC SDR-21 FORCE MAIN

2. - x 2" IP SADDLE

3. 2" BRASS NIPPLE

4. 2" BRASS BALL VALVE WITH HANDLE

5. 2" x 3/4" BRASS TEE

6. ARV - AIR RELEASE VACUUM VALVE

7. 3/4" BRASS NIPPLE

8. 3/4" BRASS BALL VALVE

9. 3/4" FIP x FEMALE QUICK CONNECT

#075D

PVC OUTLET TO

DIRECT LIQUID TO

GROUND.

60" DIAMETER (MIN.)

MANHOLE

TRACER WIRE MIN. 12 GAUGE, SINGLE

STRAND COATED COPPER WIRE. SPLICES

SHALL BE AS APPROVED BY UTILITY OWNER

PROJECT COORDINATOR. LOOP A MINIMUM

OF 6' OF TRACER WIRE IN MANHOLE.

NOTES:

1. COMBINATION AIR RELEASE VALVES SHALL BE OF THE

SINGLE HOUSING STYLE THAT COMBINES THE OPERATING

FEATURES OF BOTH AN AIR VACUUM AND AIR RELEASE

VALVE.

2. THE COMBINATION AIR RELEASE VALVE SHALL HAVE 2" NPT

INLET AND 1" NPT OUTLET CONNECTIONS AND A 3/16 INCH

DIAMETER ORIFICE FOR A MAX. 200PSI WORKING PRESSURE.

3. ALL MATERIALS SHALL MEET THE STANDARDS AND

SPECIFICATIONS OF THE CITY OF WHITEVILLE.

4. MANHOLE, FRAME, AND COVER SHALL BE IN ACCORDANCE

WITH CITY OF WHITEVILLE STANDARD DETAILS.

5. 2" TAPPING SADDLE SHALL BE DUCTILE IRON WITH

STAINLESS STEEL STRAPS, BOLTS, NUTS, AND WASHERS.

6. SADDLES FOR PIPE SIZES 8" THRU 24" SHALL BE DOUBLE

STRAP.

7. ALL INTERNAL PARTS SHALL BE 316 STAINLESS STEEL.

8. THE COMBINATION AIR RELEASE VALVE SHALL HAVE A

SINGLE FLOAT DESIGN.

9. ALL COMBINATION AIR RELEASE VALVES SHALL BE

INSTALLED IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS.

10. ALL COMBINATION AIR RELEASE VALVES SHALL BE CRISPIN

MODEL UX20, ARI D-020, H-TEC 986, OR APPROVED EQUAL.

11. COMBINATION AIR RELEASE VALVE SHALL BE OFFSET 12"

FROM CENTER OF MANHOLE. OFFSET THE RING AND COVER

TO ALLOW ACCESS.

12. TOP OF FORCE MAIN SHALL BE A MIN. 4' DEEP AT AIR

RELEASE VALVE, UNLESS OTHERWISE REQUIRED DUE TO

FORCE MAIN AND/OR COMBINATION AIR RELEASE VALVE

SIZE.

13. COMBINATION AIR RELEASE VALVE BODIES SHALL BE MADE

OF STAINLESS STEEL OR REINFORCED NYLON.

14. THE MANHOLE SHALL BE CAST WITH AN ANTI-MICROBIAL

ADDITIVE (CON-SHIELD OR APPROVED EQUAL).

COMBINATION AIR RELEASE

VACUUM VALVE 2" NPT INLET

AND 1" NPT OUTLET OFFSET

12" FROM CENTER OF

MANHOLE.

12" MIN.

FLAT TOP

MANHOLE

COMBINATION AIR RELEASE

VACUUM VALVE

NOT TO SCALE

NOTE:

PIPE SUPPORT TO BE PLACED TO PROVIDE PROPER SUPPORT, ALIGNMENT, AND

GRADE AS SPECIFIED. CONTINUOUS SUPPORTS MAY BE USED AS ALTERNATIVE. OIL,

GREASE, OR PETROLEUM PRODUCT MAY NOT BE USED AS LUBRICANT.

TYPE 1 OR 2

FINAL BACKFILL

PIPE

NOTES:

1. BACKFILL SHALL BE SUITABLE MATERIAL THAT IS FREE FROM HEAVY CLAY, GUMBOS, DEBRIS, ORGANICS

AND LITTLE TO NO EXCESSIVE MOISTURE.

2. SELECT BACKFILL MAY BE SUBSTITUTED OR REQUIRED BY ENGINEER TO ACHIEVE COMPACTION, (I.E.

#57, ABC, CRUSHED LIMESTONE, CLEAN SAND, FLOWABLE FILL, ETC).

3. 8-INCH OF ABC BASE MATERIAL SHALL BE USED ON TOWN STREETS.

4. BACKFILL AND BASE MATERIALS SHALL BE COMPACTED 12” MINIMUM LIFTS

5. SOIL SHALL BE COMPACTED BY A MECHANIZED TAMPER (I.E JUMPING JACK), HOWEVER, VIBRATORY

ROLLERS > 18” WIDTH MAY BE USED FOR LARGER EXCAVATIONS. THE PLATE TAMP METHOD SHALL NOT

BE USED.

6. ALL APPROVED CASTINGS SHALL BE SET FLUSH TO GRADE AND SUPPORTED IF APPLICABLE.

ABC BASE AND SUBBASE COMPACTED TO 98% AND BACKFILL AND EMBEDMENT COMPACTED TO 90% AS

DETERMINED BY THE MODIFIED PROCTOR AASHTO METHOD T-99.

8. 1-FOOT CUTBACKS OF ASPHALT SHALL BE PREPARED ON UNDISTURBED SOIL. MINIMUM ASPHALT

DENSITY IS 90%.

8" ABC BASE

12" SUBBASE

BACKFILL

EMBEDMENT

TYPICAL BORING/ JACKING DETAIL

NOT TO SCALE

CL 50 DUCTILE IRON

DR 18 PVC

PIPE TRENCH DETAIL

NOT TO SCALE

PAVEMENT REPAIR WHERE PIPE INSTALLED

(FOR PRIVATE ROADS AND PAVED AREAS;

CONTRACTOR TO MEET MIN. REQUIREMENTS AS DEFINED BY

RIGHT-OF-WAY OWNER FOR PUBLIC ROAD REPAIRS)

NOT TO SCALE

PIPE CASING SUPPORT DETAIL

NOT TO SCALE

PIPE BEDDING

SLOPE WALLS TO ANGLE OF

REPOSE OR SHORING, AS

APPROVED BY ENGINEER

CLEAN SQUARE

CUT W/ TACK

MATCH EXISTING ASPHALT

OR 2" MIN SUPERPAVE S-9.5B

IN LIFTS

EXISTING

PAVEMENT

1'-0"

CUTBACK

1'-0"

CUTBACK

8" M

SLOPE WALLS TO

ANGLE OF REPOSE OF

SOIL OR AS

APPROVED BY

ENGINEER

3" M

6" M

90°

O .D

6" MIN.6" MIN.

O.D.

FINAL GRADE

STABLE

FOUNDATION

MATERIAL

BEDDING, PER

SPECIFICATIONS

CLASS 1, 2 OR 3

PIPE SIZE, AS

INDICATED ON

THE PLANS

PAVEMENT WIDTH AND LOCATION

IN R/W VARIES. SEE PLAN

FOR INDIVIDUAL LOCATION.

1' 1'

MIN. 1:1 SLOPE

FROM EDGE OF

PAVEMENT

MIN. 1:1 SLOPE

FROM EDGE OF

PAVEMENT

3' M

CRUSHED STONE

BASE

STEEL ENCASEMENT PIPE SEAL EACH END

SUPPORT SPACING VARIES

PER MANUFACTURER.

DESIGN ENGINEER SHALL

APPROVE/DETERMINE SPACING.

SEAL END OF CASING PIPE

AFTER TESTING WITH

BRICK BULKHEAD

POLYMER SKID

STEEL CASING PIPE

STAINLESS STEEL SUPPORTS

SECTION A-A

NOT TO SCALE

STAINLESS STEEL BAND

STAINLESS STEEL LEG

POLYMER SKID

STEEL CASING PIPE

CARRIER PIPE

NOTES:

1. CASING WILL BE INSTALLED AT LINE AND GRADE SHOWN ON INDIVIDUAL PROFILE FOR EACH

CROSSING. BORING/JACKING TO LINE AND GRADE IS REQUIRED.

2. TRACER WIRE SHALL BE TAPED AT 12' INTERVALS THROUGHOUT THE CASING.

3. PRESSURE AND NON-PRESSURE PIPING THROUGH CASING SHALL BE RESTRAINED JOINT.

4. SEE PIPE CASING SUPPORT DETAILS.

SKID SPACING AND LEG SIZE VARIES

BY PIPE SIZE AND PER

MANUFACTURER. DESIGN ENGINEER

SHALL APPROVE/DETERMINE SPACING.

CASING INSULATORS TO BE

WITHIN 2'-0" OF EACH END OF

CASING (TO KEEP PIPE

CENTERED IN CASING AT ENDS)

EX. 15" RCP STORM

SEWER CROSSING

STA. 25+51

INV.=60.06

(2) 3" MJ 45°

HORIZONTAL BENDS

STA. 27+96

STA. 28+03

NAD 83 (2011)

PROPOSED SILT FENCE 5'

OUTSIDE OF PROPOSED

FORCE MAIN

PROPOSED SILT FENCE 5'

OUTSIDE OF PROPOSED

FORCE MAIN

PROPOSED LIMITS

OF DISTURBANCE

14,420SF (0.33 AC)

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

7. ABC BASE AND SUBBASE COMPACTED TO 98% AND BACKFILL AND EMBEDMENT COMPACTED TO 90% AS

June 5, 2026

North Carolina Department of Transportation

Division 6, District 3

1194 Prison Camp Road

Whiteville, North Carolina 28472

Re: Utility Encroachment Permit – Force Main

Columbus Co. Schools PK-8

NC Hwy 214 (Sam Potts Hwy.)

Dear Sirs:

Construction work included in the above referenced encroachment permit number will be included in the contract for construction of Columbus Co. Schools PK-8. Payment for this work and release of the contractor’s bond will not be made until the work is complete, and the design engineer and

NCDOT agree that the work meets or exceeds the NCDOT standards.

Sincerely, Jesse E. Beck II

Superintendent, Columbus County Board of Education

JOSH STEIN

Governor

D. REID WILSON

Secretary

RICHARD E . ROGERS, JR.

Director

Division of Water Resources – Wilmington Regional Office

127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-7215\ Internet: www.deq.nc.gov

May 8, 2026

Shawn Maynor, Mayor Town of Bolton 221 South 9th Street Bolton, NC 28423

Subject: Permit No. WQ0047335

Town of Bolton East View Pre K - 8 School Force Main Extension Sewer Wastewater Collection System Extension Columbus County

Dear Mr. Maynor:

In accordance with your application received March 27, 2026 we are forwarding herewith Permit No.

WQ0047335 dated May 8, 2026 to Town of Bolton (Permittee) for the construction and operation upon certification of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.

Please pay particular attention to the following conditions contained within this permit:

Special Conditions:

Condition I.1: This permit shall become voidable unless the agreement between the TOWN OF BOLTON and the City of Whiteville for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)]

Standard Conditions:

Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.

Condition II.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system-wide collection system permit issued to the Permittee.

Condition II.7: Upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form.

Docusign Envelope ID: F81EC722-437F-41C2-96A3-1F49867A494C http://www.deq.nc.gov/

Permit No. WQ0047335 May 8, 2026 Page 2 of 9

Permit modifications are required for any changes resulting in non-compliance with this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]

Condition II.13: If the Permittee/Applicant holds a system-side collection system operation, maintenance and management permit (WQCS-prefix) from the Division, then the following applies: For all newly constructed, modified and rehabilitated pump stations, all equipment and components shall be sealed within a corrosion-resistant coating or encasement to the extent practicable and equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]

It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.

If you need additional information concerning this matter, please contact Tyler Benson at (910) 796-7215 or via e-mail at Tyler.Benson@deq.nc.gov.

Sincerely, Chad Coburn, Assistant Regional Supervisor Water Quality Regional Operations Section Wilmington Regional Office Division of Water Resources, NCDEQ

Cc: Rob Balland, Paramounte Engineering (Laserfiche info via email)

City of Whiteville (Laserfiche info via email or mail)

Upload to Laserfiche

Permit No. WQ0047335 May 8, 2026 Page 3 of 9

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the

TOWN OF BOLTON

COLUMBUS COUNTY

for the construction and operation upon certification of approximately 1,823 linear feet of 3-inch force main to serve the East View Pre K-8 Private Sewer (Permit No. WQ47336) as part of the East View Pre K - 8 School Force Main Extension Sewer project, with no additional discharge of collected wastewater into the City of Whiteville’s existing sewerage system, pursuant to the application received March 27, 2026 and in conformity with 15A NCAC 2T; the Division’s Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit.

This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein.

Permit Number: WQ0047335

Issued Today: May 8, 2026

Chad Coburn, Assistant Regional Supervisor Wilmington Regional Office Water Quality Regional Operations Section Division of Water Resources, NCDEQ By Authority of the Director and The Environmental Management Commission

Permit No. WQ0047335 May 8, 2026 Page 4 of 9

SUPPLEMENT TO PERMIT COVER SHEET

TOWN OF BOLTON is hereby authorized to:

Construct, and then operate upon certification the aforementioned wastewater collection extension. The sewage and wastewater collected by this system shall be treated in the Whiteville Wastewater Treatment Facility in accordance with Permit Number NC0021920.

Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division of Water Resources’ (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee’s responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules.

Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below.

I. SPECIAL CONDITIONS

1. This permit shall become voidable unless the agreement between the TOWN OF BOLTON and the City of Whiteville for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)]

II. STANDARD CONDITIONS

1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]

2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2T; the Division’s Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]

3. This permit shall be effective only with respect to the nature and volume of wastes described in the application and other supporting data. [15A NCAC 02T .0110]

4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system-wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]

Permit No. WQ0047335 May 8, 2026 Page 5 of 9

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards.

b. A map of the sewer system shall be developed and shall be actively maintained.

c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented.

d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.

e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are documented.

f. A general observation of the entire sewer system shall be conducted at least once per year.

g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C.

h. A Grease Control Program is in place as follows:

1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems.

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual distribution of grease education materials to users of the collection system by the permittee or its representative.

3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.

i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility.

j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with exception of the map, which shall be maintained for the life of the system.

5. Noncompliance Notification:

The Permittee shall report by telephone to a water resources staff member at the Wilmington Regional Office, telephone number (910) 796-7215, as soon as possible, but in no case more than 24 hours or on the next working day, following the occurrence or first knowledge of the occurrence of either of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or

b. Any SSO and/or spill over 1,000 gallons; or

c. Any SSO and/or spill, regardless of volume, that reaches surface water

Permit No. WQ0047335 May 8, 2026 Page 6 of 9

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report. Overflows and spills occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number (800) 858-0368 or (919) 733-3300.

Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved form) within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. [15A NCAC 02T.0108(b)]

7. Upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County’s Register of Deeds office shall be submitted with the certification.

A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Supporting documentation shall include the following:

a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or in accepted electronic format and are defined as the design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc.

b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge protection, detention time in the wet well, and force main, ability to flush low points in force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump is dedicated to multiple stations, an evaluation of all the pump stations’ storage capacities and the rotation schedule of the portable power source or pump, include travel timeframes, shall be provided.

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form.

Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe length changes of 10% or greater by type & size, increased flow, pump station design capacity design increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After-construction requests are

Permit No. WQ0047335 May 8, 2026 Page 7 of 9 discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. [15A NCAC 02T .0116]

8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division’s

Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation.

This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)]

9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116]

10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division’s Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]

11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities.

[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]

12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local government agencies which have jurisdiction or obtaining other permits which may be required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]

13. If the Permittee/Applicant holds a system-side collection system operation, maintenance and management permit (WQCS-prefix) from the Division, then the following applies: For all newly constructed, modified and rehabilitated pump stations, all equipment and components shall be sealed within a corrosion-resistant coating or encasement to the extent practicable and equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION

NC DWR – Water Quality Regional Operations Section 127 Cardinal Drive Extension Wilmington, NC 28405 Wilmington Regional Office Phone: 910-796-7215 FAX: 910-350-2004

PERMITTEE: Town of Bolton

PERMIT #: WQ0047335

PROJECT: East View Pre K - 8 School Force Main Extension Sewer ISSUE DATE: May 8, 2026 COUNTY: Columbus

This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required supporting documentation. Consequently, it should be submitted in a manner that documents the Division’s receipt. Send the required documentation to the Wilmington Regional Supervisor, Water Quality Section at the address at the bottom.

The Permittee is responsible for tracking all partial certifications up until a final certification is received. Certifications shall include Phase/Section covered, line size & lengths installed, and listing of lots/connections to be served and pump station design, if applicable. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted.

PERMITTEE’S CERTIFICATION

I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof.

Printed Name, Title Signature Date

ENGINEER'S CERTIFICATION

I, ___________________, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to ( periodically, weekly, full time) observe the construction of the project name and location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction:

approximately 1,823 linear feet of 3-inch force main to serve the East View Pre K-8 Private Sewer (Permit No. WQ47336) as part of the East View Pre K - 8 School Force Main Extension Sewer project, with no additional discharge of collected wastewater;

such that the construction was observed to be built in compliance of this permit; 15A NCAC 2T; the Division of Water Resources’ (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.

North Carolina Professional Engineer’s Seal w/signature & date

Final Partial (include description)

Certification Comments/Qualifiers (attach if necessary):

SEWER ENGINEERING CERTIFICATION CHECKLIST

To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.

Certifying Engineer: _______________________________________________________

Certification Review Date: __________________________________________________

Project Name: ____________________________________________________________

WQ00______________ Project County: _______________________________________

1) Has permittee information changed since the permit was issued (or last modified): change of mailing address, change of ownership, transfer from developer to HOA/POA, etc. Yes No

• If yes, please provide either a change of ownership form or new contact information. Note that transfer of permits from the developer to the HOA/POA must occur with the first certification.

2) Have the as-built drawings have been signed, sealed, and dated by an N.C. PE? Yes No

3) Final Engineering certification? Yes No

• If Partial Engineering certification, provide detailed narrative including what is being certified in the current phase, what was previously certified (if applicable), and what is left to be certified.

4) Adequate information related to sewer lines: Yes No N/A

• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.

• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.

• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).

5) Adequate information related to pump stations: Yes No N/A

• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).

6) Was project construction completed in accordance with all of the following: Yes No N/A

• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC for the Permitting of Pump Stations and Force Mains (latest version)?

If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.

• Contact the Central Office to discuss the variance to determine a course of action.

• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other pertinent information to the Central Office (one hard copy, one digital copy).

• The central office will review the variance request, and if approvable, specific language regarding the variance will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the reissued permit with variance language or the variance letter must be maintained with the original documents.

7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? Yes No

• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (a)(5).

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 22, 2026.