WQ0044538_Application (FTSE)_20230626

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
r
Division of Water Resources 1 OV0V
FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: to w q� 5 S (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: City of Randleman (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Gga Betts per 15A NCAC 02T .0106(b)
Title: Mayor
4. Applicant's mailing address: 204 S Main Street
City: Randleman State: NC Zip: 27317-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: I-74 Industrial Center Sewer Improvements
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Randolph
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.43.27' Longitude:-79.21.47'
5. Parcel ID (if applicable): 7755170517 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John C. Grey License Number: 18097
Finn: The Wooten Company
Mailing address: 300 S. Main St., Lower Level
City: Winston-Salem State: NC Zip: 27101-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Randleman WWTP Permit Number: NCO025445
Owner Name: City of Randleman
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00099
2. Downstream (Receiving) Sewer Information: 16 inch ❑X Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00099
Owner Name(s): City of Randleman
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
[—]Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 8,b
No. of Units
Flow
Future Industrial Park
880 gal/acre
30 acres
26400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tytal 1
26400 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
Future Industrial Park
0 gal/0
0
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .0114(bb), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
12 5064 PVC and DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: I-74 Industrial Center Sewer Improvements
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.43.27' Longitude:-79.21.47'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 1.0512 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 730 gallons per minute (GPM) at 141 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
12
12043
PVC
12
503
DI
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class Il impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (a), see Section X.1 of this application
* 15A NCAC 02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaae
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? [:]Yes ❑ No ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Randleman Lake ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit and projects requiring a variance approval may be subject to longer
review times For projects requiring two or more variances or where the variance is determined by the Division to be a
siunificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1,y k n (� , &/`e V , attest that this application for "� G�GfS�i/1 a �s. 51?6i/tl—
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 1I.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC,%q 0I)
V N C At? ''/
North Carolina Professional Engineer's seal, signature, and date:
`��•�O .• *E8S�
4QO
A r•
1 097
3. Applicant's Certi
fication per 15A/NCAC 02T .0106(b):
I, `/7Q P ks ! Gi / �1 Zn kii r, "' attest that this application for T '1 `� 5 � user
(Signature Authori a from Application Item I.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as welLA&4ivi_penalties up to $25,000 per violation.
Signature: (,/� 1� Date: J'uy'y Z-U, 2023
or -
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: The Wooten Company
Project Name for which flow is being requested: I-74 Industrial Center Sewer
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Randleman Waste Water Treatment Plant
b. WWTP Facility Permit #: NC0025445
All flows are in MGD
c. WWTP facility's permitted flow 1.745
d. Estimated obligated flow not yet tributary to the WWTP .013
e. WWTP facility's actual avg. flow .618
f. Total flow for this specific request .026
g. Total actual and obligated flows to the facility .657
h. Percent of permitted flow used 37.65%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Main PS 2 MGD 0.8 MGD .500 .039 .539 .261
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): City of Randleman
Downstream Permit Number: WQCS00099
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Michael Glass certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible parry. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

EROSION AND SEDIMENTATION CONTROL NARRATIVE
Revised 06/14/202 1 NC Department of
Environmental Quality
RANDOLPH COUNTY Kx Received
I-74 INDUSTRIAL CENTER SEWER IMPROVEMENTS JUN 2 6 2023
U' Winston-Salem
Regional Office
A. DESCRIPTION OF PROJECT
Location of Project
Randolph County is located in central North Carolina. The project area is generally bounded to the west by
Interstate 74 and to the north by Randleman Lake and to the east by Randolph Street within the city limits
of Randleman. The project's general topography is gradual slopes throughout the project. The project area
is generally along roadsides with ditches sloping between 0-5 percent. Manmade drainage features such as
swales and roadside ditches collect and route the majority of runoff.
The majority of the land and soil disturbance will result from trench excavation and backfill associated with
the project. The installation and construction will take place within NCDOT right-of-way, City of Randleman
right-of-way, permanent utility easements and temporary construction easements. The vast majority of this
work is within the road shoulder, outside of pavement, in road right-of-way.
Type of Development
Gravity Sewer Line Lift Station and Force Main Construction
• 12,546 LF of 12-Inch Force Main
• S,064 LF of 12- Inch Gravity Sewer Lines
• A 730 GPM Sewer Pump Station
Associated appurtenances, site work and restorations
Existing Drainage Patterns
There is no base flood elevation within the construction areas.
Geological features for the project area are typical of the North Carolina piedmont region with gently rolling
well-rounded hills with long low ridges mostly draining into intermittent streams. The specific topography
within the project area mostly consists of sloped asphalt roads with roadside ditches, gradual elevation
changes on roads leading to roadside ditches or natural drainage features. The majority of the project area
does not have major elevation changes or steep grades.
B. EROSION AND SEDIMENTATION CONTROL MEASURES
Construction activities will consist largely of trenching operations on the side of the right-of-way for the
instillation of the sewer lines. The Gravity sewer line will be installed through an undeveloped property.

A copy of the latest approved sediment and erosion control plan will be required to be on file at
the job site. Timely and proper attention shall be required for prevention of offsite erosion and
sedimentation. Various levels of erosion control are proposed in the engineering documents. If it
becomes evident that additional erosion and sedimentation control measures are needed they
shall be installed immediately by the contractor. A temporary cover sufficient to restrain erosion
will be provided within the 7 calendar days on any slope and 14 calendar days on any other
disturbed area. A permanent ground cover, sufficient to restrain erosion, must be provided within
the shortest of 15 working or 90 calendar days after completion of the construction or
development.
2. Spoil from trenching operations will be placed on the upside of the trench to divert runoff. Spoil
will not to be placed where it will block natural drainage patterns, and spoil pile will be protected
by silt fencing as needed.
3. A buffer zone, sufficient to restrain sedimentation, will be maintained between the land -
disturbing activity and any adjacent property or watercourses. Maintain / Do Not Disturb existing
vegetative cover in areas of no construction.
4. All disturbed areas will be seeded within 14 days following construction in accordance with the
seeding schedule as shown on the plans. Ditches must be seeded and mulched within 7 days. We
have attached the seeding and mulching specifications to this document which gives the rates for
fertilizer, tack, seeding and mulch.
5. Temporary sediment control primarily will consist of temporary ditch checks, silt fence, and inlet
protection which will be placed along the existing roadside ditches and drainage inlets. The ditch
checks (wattles) shall be a maximum of 150 LF apart and the volume of storage shall accommodate
this sediment as shown on the engineering documents.
6. Silt fence will be utilized to prevent sediment from being carried outside the construction limits
and deposited into adjacent drainage ways. Silt fence is designed for 100 ft per maximum % acre
disturbed area. At low points along the length of the silt fence, stone or coir outlets will be installed
to allow the controlled release of stormwater. Sediment collected behind the silt fence and stone
outlets will be re -spread over the disturbed area periodically.
7. In locations where the ditch bottom is anticipated to be disturbed, erosion control matting is
shown on the drawings based on calculations shown in the ditch calculation table included in the
design calculations. In the location of ditch crossings, rip rap is to be placed at the opening of the
storm drainage pipe to prevent erosion of the disturbed soil for the pipeline crossing.
8. If the contractor chooses to place any of the material on the adjacent roadway, pending NCDOT
concurrence, the contractor will place screening over the roadway surface prior to beginning the
operations to assist in cleaning up the roadways daily after construction.
C. TIME SEQUENCE OF OPERATIONS
Construction is anticipated to begin in late 2023. Permits and easements are being secured now
and once the project is awarded, construction will be able to start. The contractor will be
contractually required to comply with all state regulations regarding erosion and sedimentation
control. Once the sediment and erosion control measures are in place, the contractor will begin
installing the sewer lines associated with this project. The contractor shall complete all
construction within the easements and rights -of- ways as shown on the plans. All utilities must
be checked and tested and any areas that can be seeded should be done as soon as possible.
Palle 12

once the subsurface infrastructure is complete and tested in a section, the contractor will finish
surface restoration of remaining areas. In areas where the trench line is within the bottom of a
ditch, erosion control matting and/or compost sock ditch checks shall be used to stabilize the soil.
All erosion control devices will remain in service until the area serviced by each device or group
of devices has been stabilized.
The erosion and sediment control measures will be inspected by the contractor weekly and after
any rainfall event. Self -inspections will be performed in accordance with NCDEQ guidelines and at
the completion of each of the following phases of construction:
- Installation of erosion control and sediment control measures prior to disturbance and
clearing and grubbing
- After clearing and grubbing
- After installation of proposed improvements
- After establishment of permanent ground cover and approval of DEQ, temporary devices
will be removed.
Repairs shall be made immediately to the sediment and erosion control measures as needed
during the project.
Page 13

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