WQ0044651_Application (FTSE)_20230920

'MR
'Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044651 _(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Wilson (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kyle F. Manning per 15A NCAC 02T .0106(b)
Title: Asst Public works Director/City Engineer
4. Applicant's mailing address: 1800 Herring Ave
City: Wilson State: NC Zip: 27893-
5. Applicant's contact information:
Phone number: [phone] Email Address: kmanningAwilsonnc.org
H. PROJECT INFORMATION:
1. Project name: Sunnybrook Meat Processing Sewer Extension
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: Wilson
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.413°Longitude:-77.560'
5. Parcel ID (if applicable): 3710-58-7661.000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert S. Bartlett, PE License Number: 20106
Firm: Bartlett Engineering & Surveying. PC
Mailing address: 1906 Nash St N
City: Wilson State: NC Zip: 27893-
Phone number: [phone] Email Address: robertCbartletteng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Hominy Creek Water Reclamation Facility Permit Number: NCO023906
Owner Name: City of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 10387
2. Downstream (Receiving) Sewer Information: 8" inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSW00021
Owner Name(s): City of Wilson
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.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 .0103t 20
If Industrial, is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114i fl? ❑ Yes ® No
➢ If ves, provide a copv of flow reduction approval letter with this amplication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Light Industrial
1800 gal/day
1
1800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1800 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1800 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity- Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
158.66
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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)(:
❑ 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(f) 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 II 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 (p), see Section X.1 of this application
* 15A NCAC 02T.0305(%] contains alternatives where separations in 02T.0305(I) 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 webnage
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: NEUSE ❑ 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(cc)(66) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(61, 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 DesigLi Criteria for the Permitting of Pump Stations
and Force Mains (latest versionl, and the Gravity Sewer Minimum Design Criteria (latest versions 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 reguest will be issued
concurrently with the approval of the permit, and projects r uirine a variance approval ma► be subject to longer
review times. Foriproiects requirina two or more variances or where the variance is determined bN the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Robert S Bartlett, PE attest that this application for Sunnybrook Meat Processing Sewer Extension
(Professional Engineer's name from Application Item In.1.) (Project Name from Application Item II.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 Desian Criteria for Gravit • Sewers latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pum 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 143-215.6B, 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 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 NC4C 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
OMIT
° SEAL
20106
%� GlNEE�••
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Kyle F Manning, PE, attest that this application for Sunnybrook Meat Processing Sewer Extension
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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 well as civil penalties up to $25,000 per violation.
Signature: Date: v�oZ 3
FORM: FTA 06-21 Page 5 of 5

Wilson, Susan A
From:
Jimmy Taylor <[e-mail]>
Sent:
Wednesday, September 20, 2023 10:37 AM
To:
Wilson, Susan A; Robert Bartlett
Cc:
Manning, Kyle F
Subject:
[External] RE: Fast Track sewer extension application: Sunnybrook Meat Processing Sewer Extension
WQ0044651
Attachments:
Signed FTA 06-21.pdf, 21-666 Appvd SP.pdf
Follow Up Flag:
Follow up
Flag Status:
Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Susan,
Please see the revised attached FTA and pdf of the proposed site. Responses in red listed below. Please let us know if we
need to provide any additional information. Thanks for all your help.
1. Please correct Part 1.2. of the application. Do you want the permittee for this to be the City of Wilson or Monya,
LLC? If Monya — please correct and provide information that this LLC is registered in the state of NC/the
registered agent would need to sign the application, if so. If this is for the City of Wilson — then please correct
1.1. for the City of Wilson
Corrected on attached FTA.
2. Is there no information/permit number for the downstream 8 inch gravity line? Not sure we can always find
something if it's older infrastructure, but we may be able to.
Added Permit # for downstream gravity line on attached FTA.
3. Regarding Part VI.5 and V1.7. of the application -will the wastewater have any domestic component — or is that
being handled separately? Has the City's pretreatment coordinator been informed of the proposed industrial
waste and its composition? We may need to put special condition language regarding industrial flow if it is a
significant industrial user. I need to check in with our pretreatment folks, so I may have additional questions on
that. How did you folks arrive at the 1800 gpd figure?
Yes, coordination with City of Wilson pre-treatment coordinator has been ongoing. We will submit IUP with
Laura Pruitt once the final building plans are complete. The domestic flow will be handled with site plan
approval. The 1800 GPD calculation was determined based off information the Client provided regarding
projected slaughter rates. We will update if the discharge rate exceeds 1800 GPD.
4. Please answer Part VI.6. of the application.
Done.
5. Could you provide a basic sewer flow diagram/schematic for this outlining the location of the line and it's tie-in
to the downstream line?
See attached pdf of Site Plan. Page CP1.
Jimmy Taylor
Project Coordinator
Bartlett Engineering & Surveying, PC
1906 Nash St North
Wilson, N.C. 27893
Office: 252-399-0704 Ext 250
Cell: 252-230-0668

www.bartletteng.com
OUR MISSION: We will change the world ...
intentionally becoming better at providing
engineering and surveying solutions ...
serving others ... serving Jesus Christ!
Sent from Mail for Windows
From: Wilson, Susan A
Sent: Sunday, September 17, 2023 2:09 PM
To: Robert Bartlett; Jimmy Taylor
Cc: Manning, Kyle F
Subject: Fast Track sewer extension application: Sunnybrook Meat Processing Sewer Extension WQ0044651
Hi folks —
Here are my initial comments on the application for this project:
6. Please correct Part 1.2. of the application. Do you want the permittee for this to be the City of Wilson or Monya,
LLC? If Monya — please correct and provide information that this LLC is registered in the state of NC/the
registered agent would need to sign the application, if so. If this is for the City of Wilson — then please correct
1.1. for the City of Wilson
7. Is there no information/permit number for the downstream 8 inch gravity line? Not sure we can always find
something if it's older infrastructure, but we may be able to.
8. Regarding Part VI.S and V1.7. of the application -will the wastewater have any domestic component — or is that
being handled separately? Has the City's pretreatment coordinator been informed of the proposed industrial
waste and its composition? We may need to put special condition language regarding industrial flow if it is a
significant industrial user. I need to check in with our pretreatment folks, so I may have additional questions on
that. How did you folks arrive at the 1800 gpd figure?
9. Please answer Part VI.6. of the application.
10. Could you provide a basic sewer flow diagram/schematic for this outlining the location of the line and it's tie-in
to the downstream line?
Thanks much. Let me know if you have any questions.
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
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Email ro a" (mm ftv address ffi zw4� to the Nafh
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

WLETT
BIGMEEIaIG & SURVEYBVG, PC
1906 Nash Street North Wilson, NC 27893-1726
Phone: (252) 399,0704 Fax [phone]
www bartlett.us.com
July 31, 2023
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Public Sewer Extension
Sunnybrook Meat Processing
Horace Watson Road
Wilson, North Carolina
To Whom It May Concern:
W Dept of Fnvlronmenlal Quality
AUG 3 2023
Raleigh Regional Office
Enclosed for your review and approval are two (2) copies of the following items related to the
above referenced project:
■ Fast Track Application for Gravity Sewers
■ Engineering Report
a Flow Tracking / Acceptance Form
■ USGS Topographic Map
■ Feature Report
■ GIS Aerial Location Map
Also enclosed is the $480.00 sewer permit application fee. Should you have any questions or
require further information during your review, please let us know.
Respectfully,
Jimmy T ylor
Project oordinator
Enclosures
':,SCRVLRu'ub',,- PROJECT FILE S\Sunnybrook Aleatwermi1s55ewer121 666 NCDENR Cover Letter doc

1r1i1c1ztal
Duality
AUG
ENGINEERING REPORT
SEWER SYSTEM EXTENSION
SUNNYBROOK MEAT PROCESSING — SEWER EXTENSION
CITY OF WILSON, NORTH CAROLINA
J U N E 20, 2023
Wastewater Treatment Facility
Hominy Creek Water Reclamation Facility
NPDES Permit No. NCO023906
Applicant/Owner Name & Address
City of Wilson
Post Office Box 10
Wilson, North Carolina 27894-0010
Project Name & Location
Sunnybrook Meat Processing - Sewer Extension
Horace Watson Rd
Wilson, North Carolina
Project Summary
The project is for a new small industrial site located on the west side of Sunnybrook Rd
approximately 1600 linear feet southeast of US 301 and Sunnybrook Rd. It will include the
installation of approximately 158 linear feet of 8-inch diameter DIP gravity sewer line, one (1)
standard manhole, 2-inch sewer service and other necessary appurtenances. This sewer
system will connect to an existing 8-inch gravity sanitary sewer main within the ROW of
Sunnybrook Road, as shown on the attached plans.
ice

NC Dept of Environmental Quaht., State of North Carolina
Department of Environmental Quality
DWR AUG 3 2023 Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
Meigh Regional Office (FTSE 10-18)
Entity Requesting Allocation: City of Wilson
Project Name for which flow is being requested: Sunnybrook Meat Processing
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: Hominey Creek Water Reclamation Facility
b. WWTP Facility Permit #: NCO023906
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
14.00
0.505
7.27
0.0018
7.777
55.55
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)
(f)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm ? pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity***
Southside
6.264
2.506
1.52
0.249
1.769
0.737
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 Wilson
Downstream Permit Number: WQCS00021
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I _Kyle F. Manning PE 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 I1 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Sig ing ffrcial Signature T Dare
Title of Signing Official
t5 a'Ve'�, t,ft.,kcr100 5
$-1
Page 2 of 6
FTSE 1a-18

Quantity:
Road Frontage:
Current Use Code Main Improvement:
Main Improvement Decriplion Code:
Main Improvement Description:
Construction Quality Grade Decription Code:
Depreciation Table:
Number of Bedrooms:
Number of Full Bathrooms:
Number of Half Bathrooms:
HVAC:
Fireplace Yes or No:
Basement Yes or No:
Attached Garage Yes or No:
Percent of Construction Complete:
Number of Improvements:
Neighborhood Code:
City:
Tax District:
Township:
Area:
Vicinity Map
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STANDARD NOTES
ENGINEER NOTES
a
PROPERTY OWNER:
MONYA LLC
3180 ABBEY RD
ROCKY MOUNT, NC 27804
AREAS COMPUTED BY COORDINATE CALCULATIONS
NO GRID MONUMENT FOUND WITHIN 2000'
ALL DISTANCES SHOWN ARE HORIZONTAL
ALL RIGHTS —OF —WAY ARE PUBLIC UNLESS NOTED OTHERWISE
WETLANDS, IF ANY, HAVE NOT BEEN DELINEATED
THIS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA.
THIS PROPERTY IS NOT LOCATED IN A PROTECTED WATERSHED AREA
THERE ARE NO CEMETERIES VISIBLE.
THIS PROPERTY IS SUBJECT TO ALL RIGHTS —OF —WAY, EASEMENTS,
RESTRICTIVE COVENANTS AND ORDINANCES.
ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT / STONE GRADE, OR AS NOTED.
ALL OUTDOOR LIGHTING SHALL BE FACED DOWNWARD AWAY FROM RESIDENTIAL
PROPERTIES.
GARBAGE PICK—UP IS BY PRIVATE COLLECTION WITH A DUMPSTER,
NO BUILDING PERMIT SHALL BE ISSUED PRIOR TO THE PUBLIC SERVICES ENGINEERING
DIVISION RECEIVING THE DIGITAL FILE FOR THE ABOVE —REFERENCE SITE PLAN. PLEASE
CONTACT JANET HOLLAND AT [phone] FOR ADDITIONAL INFORMATION. ALSO
ANY CHANGES THROUGHOUT THE DEVELOPMENT PROCESS SHALL REQUIRE AN
"AS —BUILT" SITE PLAN PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN
OR ADJACENT TO NCDOT OR CITY R/W. ALL METHODS SHALL CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
ALL LANDSCAPE WARRANTY, MAINTENANCE AND RELATED CERTIFICATIONS SHALL BE
FILED WITH DEVELOPMENT SERVICES PRIOR TO ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. ANY DEVIATION FROM THE APPROVED LANDSCAPE PLAN, SHALL MEET
THE STANDARDS SET FORTH IN THE CITY OF WILSON UNIFIED DEVELOPMENT
ORDINANCE AND APPROVED BY DEVELOPMENT SERVICES PRIOR TO INSTALLATION. A
REVISED LANDSCAPE PLAN MAY BE REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE
OF OCCUPANCY.
A SEDIMENTATION AND EROSION CONTROL PERMIT IS REQUIRED DUE TO DISTURBING
MORE THAN ONE—HALF (1/2) ACRE.
ALL REQUIRED EXITS TO BE HANDICAP ACCESSIBLE.
ALL HANDICAP ACCESSIBLE AREAS INCLUDING REQUIRED EXITS AND CURB CUTS FOR
ACCESS SHALL CONFORM TO THE REQUIREMENTS OF NC BUILDING CODE AND ICC
A117.1-2009 AMERICAN NATIONAL STANDARD (ACCESSIBLE AND USABLE BUILDINGS
AND FACILITIES). ALL HANDICAP ACCESSIBLE AREAS SHALL NOT EXCEED 1/4" PER
FOOT CROSS SLOPE AND 5% LONGITUDINAL SLOPE. MAXIMUM ACCESSIBLE RAMP
SLOPE 1:12 AND RAMP RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS..
ELECTRIC SERVICE: METER BASES CANNOT BE MOUNTED ON TRANSFORMERS_
CURRENT TRANSFORMERS FOR SERVICES ABOVE 400 AMPERES CAN BE INSTALLED ON
POLES, BUILDINGS, OR INSIDE TRANSFORMERS. CHARGES WILL BE DETERMINED WHEN
DETAILED INFORMATION IS AVAILABLE. WILSON ENERGY WILL SPOT ALL TRANSFORMER
AND METLR LOCATIONS. PLEASE NOTIFY WILSON ENERGY OF EXACT ELECTRICAL
REQUIREMENTS SUCH AS TOTAL CONNECTED LOAD AND VOLTAGE REQUIREMENTS, I.E.
200 AMPS 120/240 VOLTS, OR 600 AMPS 120/208 VOLTS. OR 1200 AMPS 277/480
VOLTS. ANY TREES OR SHRUBBERY THAT INTERFERES WITH WILSON ENERGY
ELECTRICAL LINES IN THE FUTURE WILL BE REMOVED.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1-800-632-4949 OR 811 THREE WORKING DAYS MINIMUM PRIOR TO EXCAVATION.
A REGISTERED ENGINEER OR SURVEYOR SHALL SUBMIT SIGNED AND SEALED
CERTIFICATION ATTESTING THAT THE BUILDING IS PROPERLY LOCATED ON THE SITE
AND THAT SUCH LOCATION IS IN COMPLIANCE WITH THE APPROVED DEVELOPMENT
PLAN PRIOR TO THE APPROVAL OF THE CONSTRUCTION OF THE SURFACE FLOOR SLAB
OF THE BUILDING BY THE INSPECTOR_
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF RELOCATION OF ANY
UTILITY POLES. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING/RELOCATION
OF ANY OTHER UTILITIES AS REQUIRED (INCLUDING BUT NOT LIMITED NO MANHOLE
TOPS, VALVE BOXES, ETC.)
ISSUANCE OF A BUILDING PERMIT BASED UPON THIS SITE PLAN SHALL NOT
PREVENT PLANNING AND DEVELOPMENT SERVICES FROM THEREAFTER REQUIRING
CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THE STATE
BUILDING CODE.
REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
A CONSTRUCTION INSPECTION FEE OF $428.00 MUST BE PAID PRIOR TO BUILDING
PERMIT BEING ISSUED.
SP1
OVERALL SITE
SP2
EXISTING CONDITIONS
SP3
SITE & UTILITY PLAN
SP4
GRADING PLAN
SP5
LANDSCAPE PLAN
SP6
S&E PLAN
CP1
SANITARY SEWER CONSTRUCTION PLAN
DT1
S&E DETAILS
DT2
SITE DETAILS
DT3
PUMP STATION DETAILS
DT4
NCG01 DETAILS
Robert S
Bartlett
BARTLE7T
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
LICENSE# C-1551 www.bartietteng.com
Digitally signed by
Robert S Bartlett
Date: 2023.05.18
10:51:18-04'00'
` SEAL r
20106
It
lfilllltll�,
PUMP STATION DESIGN 18 MAY 2023
TRC APPROVAL
PPROVED
_I U L 19 2023
BY TRC
CITY COUNCIL APPROVAL
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS &
PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
INSPECTIONS BY CITY OF WILSON.
UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER
SHOWN ON PLANS OR NOT.
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
REPLACEMENT OF THESE FACILITIES IF DAMAGED.
LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND
EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO
FIELD CONDITIONS.
WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE
CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS:
—MIN. 10' LATERAL SEPARATION BETWEEN WATER/SEWER LINES.
—MIN. 24" VERT. SEPARATION BETWEEN WATER/SEWER, IF
WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON IS
REQUIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND
10' PAST INTERSECTION ON WATER LINE AND TO THE NEXT
MANHOLE ON SEWER LINE PER CITY OF WILSON
SPECIFICATIONS.
—WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
FROM THE WATER MAIN JOINTS.
--MIN. 24" VERT. SEPARATION BETWEEN STORM DRAIN AND
SAN. SEWER OR DUCTILE IRON IS REQUIRED.
ALL WORK SHALL CONFORM TO LATEST EDITION OF THE CITY OF
WILSON STANDARDS AND SPECIFICATIONS,
FOR CITY OF WILSON REQUIRED PERMITS AND ASSOCIATED
FEES, CONTACT KYLE MANNING, ASSISTANT DIRECTOR OF
PUBLIC WORKS/CITY ENGINEER AT [phone].
SITEFLAN
for
SUNNYBROOK MEA T
)PROCESSING
2820 HORA CE WATSON ROAD
WILSON. NORTH CAROL/NA
LOCATION MAP
NO SCALE
SITE DATA:
TOTAL LOT AREA:
TOTAL # LOTS:
ZONING:
MIN. BLDG. LINES:
PROPOSED BUILDING AREA
PROPOSED IMPERVIOUS AREA:
PARKING SPACES REQUIRED
PROPOSED PARKING SPACES:
MAX. BUILDING HEIGHT:
PROPERTY ADDRESS:
LAND USE CATEGORY:
PARCEL fD No.:
OWNER:
REFERENCES:
DISTURBED AREA:
4.9 ACRES±
LI & RA
FRONT N/A
SIDE N/A
REAR N/A
6,000 SFf
26,814 SFf (0.62 AC)
NO REQUIREMENT
15-908
1 — 8x18 H/C SPACE
16 — TOTAL SPACES
35'
2820 HORACE WATSON ROAD
LIGHT INDUSTRIAL
3710-66-3107
MONYA LLC
3180 ABBEY RD
ROCKY MOUNT, NC 27804
DEED BOOK 2923 PAGE 117
1.55 ACt
WATERSHED/STORMWATER
INFORMATION & CERTIFICATIONS
CERTIFICATE OF APPROVAL UNDER NEUSE RIVER BASIN STORMWATER
PROTECTION PROGRAM FOR NITROGEN REMOVAL REGULATIONS.
I CERTIFY THAT THE (PLAT/DEVELOPMENT PLAN) SHOWN HEREON
COMPLIES WITH THE NEUSE RIVER BASIN STORMWATER PROGRAM
FOR NITROGEN REMOVAL REGULATIONS FOR THE CITY OF WILSON.
f ZT
LIC SERVICES/STORM WATER DATE
I CERTIFY THAT THE (PLAT/DEVELOPMENT PLAN) SHOWN HEREON
COMPLIES WITH THE PEAK FLOW REGULATIONS FOR THE CITY OF
WILSON,
PUBLIC SERVICES/STORMWATER DATE
SUNNYBROOK MEAT PROCESSING
NITROGEN CALCULATION FOR DEVELOPMENT
EXISTING
PROPOSED
NET
CONDITIONS CONDITIONS
DIFFERENCE
TOTAL ACRES
27
27
0
IMPERVIOUS (AC)
0
0.62)
0.62
MANAGED OPEN SPACE
19
18.38
I -0.62
UNDISTURBED OPEN AREA
8
8
0
TOTAL TN (LBS PER YEAR) 40.00 J
TOTAL TN (LSSIACREIYEAR) — _ 1.48
(LESS THAN 3.6; NO REDUCTION OR BUYDOWN REQUIRED)
PEAK RUN-OFF (RATIONAL METHOD)
TOTAL ACRES
IMPERVIOUS AREA (Ac)
COMPOSITE "C" VALUE
INTENSITY
RUN-OFF (CFS)
EXISTING PROPOSED
CONDITONS CONDITIONS
4.9
4.9
0
0.62
0.50
0.55
7.55
7.55
18.50
20.35
10.00% LESS THAN 10% REQUIRES NO FLOW CONTROL
P:\—CADD\—LANDPROJECTS\ALLABD\21666\DWG\216665P1.DWG 5/18/2023 10: 22: 28 AM

NOTES
-- AREAS COMPUTED BY COORDINATE CALCULATIONS
- NO GRID MONUMENT FOUND WITHIN 2000'
- ALL DISTANCES SHOWN ARE HORIZONTAL
- ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE
- THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA
- THIS PROPERTY IS NOT LOCATED IN PROTECTED WATERSHED AREA
THERE ARE NO CEMETERIES VISIBLE.
- THIS PROPERTY IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS,
RESTRICTIVE COVENANTS AND ORDINANCES.
A TITLE REPORT HAS --- HAS NOT _X_ BEEN SUPPLIED FOR
THIS PROPERTY.
SITE DATA
TOTAL AREA
27.0 ACRES±
TOTAL # LOTS
1
ZONING
LI & RA
MIN. BLDG. LINES
FRONT N/A
SIDE N/A
REAR N/A
STREET ADDRESS
2820 HORACE WATSON RD
PIN NO,
3710-66-3107
OWNER
MONYA LLC
3180 ABBEY RD
ROCKY MOUNT, NC 27804
REFERENCE
DEED BOOK 2923 PAGE 117
EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE
CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF
THE ARCHITECT OR ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY, ALL PROVISIONS FOR SAFETY
SHALL BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
GENERAL NOTES:
WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
CALL ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONS OF EXISTING UTILITIES PRIOR TO EXCAVATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO
NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
1 � \
1 �
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1 �
1
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1 1
1 \
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APPROX. LOCATION EX. .`ry
2" PLASTIC GAS MAIN `
DEMOLITION NOTES:
1. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM DEMOLITON SHALL BE DISPOSED OF AT
AN APPROVED PERMITTED OFF -SITE LOCATION BY CONTRACTOR.
2. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON
OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR
CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS
REQUIRED TO MATCH FINISHED GRADES.
3. COORDINATE WITH THE LOCAL UTILITY PROVIDER FOR REMOVAL/RELOCATION OF EXISTING ELECTRICAL
TRANSFORMERS AND/OR LIGHT POLES.
4. SIDEWALK AND CURB & GUTTER TO BE REMOVED TO NEAREST JOINT OR SAW -CUT IN A MANNER SUCH THAT NO
JOINT IS LESS THAN 5 FEET.
5. ANY EXISTING CURB & GUTTER OR ASPHALT DAMAGED DURING CONSTRUCTION WILL BE REPLACED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
1
1
N/P
I
GEORGE POWELL
DB 2683 PG 239
PIN 3710-58-4369
'
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1
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DITCH 1 _109- 110—`112- — — — DITCH
106� 110— t- \ — — -112— -� — _ 113. r
GAS GAS l GAS f GAS- GAS 111�A5 - - -GAS - - '112 AS GASH 113 - - -GAS" - GAS G� -114r
HORACE WA TSON ROAD ` INV 109.18 - J J INV 109.30
LEGEND PUBLIC R/W
O EXISTING IRON PIPE ~--
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E: 2316152.4640' N: 708416.1540'
ELEV: 106.69 E: 2316056.9610'
LINE LEGEND & ABBREVIATIONS NAD 83 (2001 ADJ.) ELEV. 112.25
(NAVD-88) NAD 83 (2001 ADJ.)
0HE EXISTING OVERHEAD ELECTRIC
SITE TBM (NAVD-88)
SD EXISTING STORM DRAIN LINE
S EXISTING SANITARY SEWER LINE
-- - EXISTING RIGHT-OF-WAY LINE
EXISTING PROPERTY LINE
�- EXISTING PROPERTY LINE (NOT SURVEYED)
W EXISTING WATER LINE (APPROX. LOCATION)
LIGT EXISTING UNDERGROUND TELEPHONE (APPROX. LOCATION)
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2010S.
6
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
License No. C-1551 www.bartietteng.com
EXISTING
CONDITIONS
I '
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SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
DATE: MAR 2023 PROJECT: 21-666
CLIENT CODE: ALLABD
SCALE(HORZ): CADFILE: 21666SP1
1 rr=30' FIELD BOOK: 384
SCALE(VERT): DRAWN BY: TRB
N/A SURVEY BY: JEB/ADB
REVISIONS:
S&E COMMENTS 3/06/2023
30
U
LOCATION MAP
NO SCALE
all PVC W PVC — 8" PVC
SMH
TOP 114.88
CL INV 110.44
GRAPHIC SCALE
15 30 60
( IN FEET )
I inch = 30 ft.
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
1
WILSON COUNTY
ZONE: LI & RA
SHEET SP2

APPROX. LOCATION EX.
2" PLASTIC GAS MAIN
- GAS GAS
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HORACE WA TSON ROAD
60' PUBLIC R/W
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BARTLETT
SEA ENGINEERING & SURVEYING PC
1
20106 �\
o��� �,`` 1906 NASH STREET NORTH TELE: [phone]
WILSON. N.C. 27893-1726 FAX: [phone]
S.{License No. C-1551 www.bartletteng.com
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DB 2683 PG 239
' PIN 3710-58-4369
ZONE: LI 1
1
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1 4
I
1
1
1
1
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1
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PROPOSED (PUBLIC) SEWER MANHOLE
PROPOSED (PUBLIC) GRAVITY SEWER LINE
r�
N/F
GEORGE POWELL
DB 2683 PG 237
PH 18 PG 117
PIN 3710-58-7661
ZONE: LI
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SEE SHT. DT3
w w w
SITE & UTILITY PLAN I SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
SITE DATA
LOCATION MAP
NO SCALE
27.0 ACRES±
1
LI & RA
FRONT N/A
SIDE N/A
REAR N/A
6,000 SF±
26,814 SFf (0.62 AC)
NO REQUIREMENT
15 - 908
1 - 8x18 H/C SPACE
16 - TOTAL SPACES
35,
2820 HORACE WATSON ROAD
LIGHT INDUSTRIAL
3710-66-3107
MONYA LLC
3180 ABBEY RD
ROCKY MOUNT, NC 27804
REFERENCES: DEED BOOK 2923 PAGE 117
SEWER NOTES
CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SITE IS ANNEXED
INTO THE CITY OF WILSON.
GAS NOTES
IF NATURAL GAS SERVICE IS REQUIRED, APPLY FOR THE GAS TAP WITH THE
BUILDING PERMIT.
IF NATURAL GAS IS REQUESTED, PLEASE HAVE THE CONTRACTOR E-MAIL THE
LOAD (BTU'S PER APPLIANCE) AND THE REQUIRED DELIVERY PRESSURE TO
[e-mail].
8" P" fir- - LEQEND
Q EXISTING IRON PIPE
f� CONTROL POINT
EXISTING SIGN
SMH EXISTING HYDRANT
TOP 110.88 o EXISTING WATER METER
CL INV 110.44 pq EXISTING WATER VALVE
;s EXISTING UTILITY POLE
;x EXISTING LIGHT POLE
• PROPOSED SEWER CLEAN OUT
PROPOSED WATER METER
LINE LEGEND ABBREVIATIONS
OHE EXISTING OVERHEAD ELECTRIC
SD EXISTING STORM DRAIN LINE
S EXISTING SANITARY SEWER LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING PROPERTY LINE
-� — — EXISTING PROPERTY LINE (NOT SURVEYED)
W EXISTING WATER LINE (APPROX. LOCATION)
UGT EXISTING UNDERGROUND TELEPHONE (APPROX. LOCATION)
PROPOSED EDGE OF PAVEMENT
FM PROPOSED SEWER FORCE MAIN
W PROPOSED WATER SERVICE
18" RCP PROPOSED STORMWATER PIPE
PROPOSED GRAVEL
DATE: APR 2023 PROJECT: 21-666
CLIENT CODE: ALLABD
SCALE(HORZ):1 —30 CADFILE:21666SP1
FIELD BOOK: 384
SCALE(VERT): DRAWN BY: TRB
N/A SURVEY BY: JEB/ADB
REVISIONS:
SITE PLAN COMMENTS 4/17/2023
TOTAL LOT AREA:
TOTAL # LOTS:
ZONING:
MIN. BLDG. LINES:
PROPOSED BUILDING AREA:
PROPOSED IMPERVIOUS AREA:
PARKING SPACES REQUIRED:
PROPOSED PARKING SPACES:
MAX. BUILDING HEIGHT:
PROPERTY ADDRESS:
LAND USE CATEGORY:
PARCEL ID No,:
OWNER:
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
0
WILSON COUNTY
ZONE: LI & RA
SHEET SP3

APPROX. LOCATION EX.
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BARTLET7
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON. N.C. 27893-1726 FAX: [phone]
License No. C-1551 www.bartietteng.com
N/F
GEORGE POWELL
DB 2683 PG 237
PB 18 PG 117
PIN 3710-58-7661
ZONE: LI
GRAVEL
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SEE SHT. DT3
GRADING PLAN SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
SITE NOTES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT
OR TOWN RIGHT-OF-WAY, ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND NCOOT STANDARDS.
CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR PHONES & LIGHTING.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED OF AT AN APPROVED PERMITTED OFF -SITE LOCATION BY CONTRACTOR,
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS &
PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
CALL ONE CALL CENTER AT 1-800-632-4949 OR 811 FOR LOCATIONS OF EXISTING UTILITIES THREE WORKING
DAYS MINIMUM PRIOR TO EXCAVATION.
EXCAVATION AND GRADING PLAN NOTES:
ALL AREAS NOT COVERED BY BUILDING OR PAVING TO BE GRASSED, LANDSCAPED OR LEFT NATURAL AS
INDICATED.
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH
FINISHED GRADES,
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE
SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT.
LACK OF THE PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL
SUCH POINTS AND GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
E IX STING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE
CONDITIONS AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER FOR POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL
BE SOLE RESPONSIBILITY OF THE CONTRACTOR.
SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION.
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND ILL LESS
THAN 50) AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8" TO 10" LOOSE LIFTS AND
COMPACT TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT
OF THE SOIL SHOULD BE MAINTAINED WITHIN ± 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT
DETERMINED BY THE SAME TEST. OFF -SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER
LAWS. ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER
SHOULD HAVE THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE.
GAS NOTE:
THERE SHOULD BE A MINIMUM OF 3 FT OF SUITABLE FILL BETWEEN THE EXISTING MAIN AND ANY ROCK,
CONCRETE OR ASPHALT INSTALLED.
LEGEND
O
EXISTING IRON PIPE
®
CONTROL POINT
EXISTING SIGN
EXISTING HYDRANT
o
EXISTING WATER METER
>C
EXISTING WATER VALVE
;21
EXISTING UTILITY POLE
x
EXISTING LIGHT POLE
r PVC •
PROPOSED SEWER CLEAN OUT
•
PROPOSED WATER METER
0.00
PROPOSED GROUND ELEVATION
SMH
TOP 114.88 LINE
CL INV 110.44
LEGEND & ABBREVIATIONS
OHE EXISTING OVERHEAD ELECTRIC
SD EXISTING STORM DRAIN LINE
S EXISTING SANITARY SEWER LINE
- - EXISTING RIGHT-OF-WAY LINE
EXISTING PROPERTY LINE
EXISTING PROPERTY LINE (NOT SURVEYED)
W EXISTING WATER LINE (APPROX. LOCATION)
UGT EXISTING UNDERGROUND TELEPHONE (APPROX. LOCATION)
PROPOSED EDGE OF PAVEMENT
FM PROPOSED SEWER FORCE MAIN
W PROPOSED WATER SERVICE
18" RCP PROPOSED STORMWATER PIPE
G
PROPOSED GRAVEL
ELEV•-- — EXISTING CONTOUR
ELEV PROPOSED CONTOUR
DATE: APR 2023 PROJECT: 21-666
CLIENT CODE: ALLABD
SCALE(HOR2).u= 30� CADFILE: 21666SPI
1
FIELD BOOK: 384
SCALE(VERT): DRAWN BY: TRB/LR
N/A SURVEY BY: JEB/ADB
REVISIONS:
SITE PLAN COMMENTS 4/17/2023
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 ft.
WILSON TOWNSHIP
PIN # 3710-66-3107
120
WILSON COUNTY
ZONE: LI & RA
SHEET SP4
IT 0

PLANTING NOTES:
PLANTING QUANTITIES PROVIDED IN THE PLAN ARE FOR MINIMUM QUANTITIES ONLY. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL
CONDITIONS, QUANTITIES AND DIMENSIONS PRIOR TO INSTALLATION. ANY ERRORS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER
FOR CORRECTIONS OR JUSTIFICATION. ONCE INSTALLATION HAS BEGUN, CONTRACTOR WILL ASSUME ALL RESPONSIBILITY. ALL AREAS NOT
MULCHED OR PAVEMENT SHALL BE COVERED WITH GRASS AS NOTED. ANY TREES TO BE LOCATED NEAR NATURAL GAS FACILITIES WILL
NEED TO BE PLANTED SO AS TO HAVE AS LITTLE IMPACT ON THE FACILITIES AS POSSIBLE WHEN FULLY MATURE, THE CITY WILL RESERVE
THE RIGHT TO REMOVE TREES, WITHOUT ADDITIONAL TREES BEING REPLANTED, SHOULD FUTURE MAINTENANCE PROBLEMS EMERGE.
ANY TREES TO BE LOCATED NEAR NATURAL GAS FACILITIES WILL NEED TO BE PLANTED SO AS TO HAVE AS LITTLE IMPACT ON THE
FACILITIES AS POSSIBLE WHEN FULLY MATURE. THE CITY WILL RESERVE THE RIGHT TO REMOVE TREES, WITHOUT ADDITIONAL BEING
REPLANTED, SHOULD FUTURE MAINTENANCE PROBLEMS EMERGE.
BED/SOIL PREPARATION:
ALL PLANTING BEDS SHALL BE THOROUGHLY TILLED TO A DEPTH OF NOT LESS THAN 12' INCORPORATING 2" OF DECOMPOSED ORGANIC
MATTER AND A 3" LAYER OF CLEAN TOPSOIL. ALL INCORPORATED TOPSOIL IS TO BE FREE OF STONES GREATER THAN 1/4' IN DIAMETER
AND ALL SOIL CLODS. REMOVE ANY EXISTING WEEDS AND OTHER EXTRANEOUS MATERIALS. FINISH PLANT BEDS SHALL BE RAKED
SMOOTH PRIOR TO INSTALLATION OF FINAL MULCH LAYER. DO NOT WORK ANY SOILS UNDER FROZEN OR MUDDY CONDITIONS. IT IS
RECOMMENDED THAT SOIL SAMPLES FOR ALL BEDS BE SUBMITTED TO THE N.C. DEPARTMENT OF AGRICULTURE SOIL TESTING SERVICE FOR
ANALYSIS AND RECOMMENDATION OF LIME APPLICATION. ALL PLANT BEDS SHALL RECEIVE AN APPLICATION OF PRE -EMERGENT
"HERBICIDE" BEFORE AREA IS MULCHED. ONCE PLANTING MATERIALS ARE INSTALLED, ALL PLANTED AREAS SHALL BE MULCHED WITH A
MINIMUM OF 3" LAYER (AFTER COMPACTION) OF BROWN DYED MULCH. MULCH SUPPLIER MUST PRESENT DOCUMENTATION SHOWING
COLORFASTNESS OF FINISHED MATERIAL OF AT LEAST 2 YEARS WITHOUT SIGNIFICANT FADING. ALL MUCH MATERIAL MUST BE APPROVED
BY OWNER.
PLANT GUARANTEE:
ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER.
GUARANTEE SHALL BE AGAINST DEFECTS, INCLUDING DEATH AND UNSATISFACTORY GROWTH. EXCEPT FOR DEFECTS RESULTING FROM
NEGLECT BY THE OWNER, ABUSE OR DAMAGE FROM OTHERS, OR UNUSUAL INCIDENTS WHICH WERE BEYOND THE LANDSCAPE INSTALLER'S
CONTROL. THE LANDSCAPE INSTALLER WILL FURNISH AND INSTALL REPLACEMENTS WHICH COMPLY WITH THE REQUIREMENTS SPECIFIED
AND MATCH THE GROWTH SIZE OF THE PLANTS AT THE END OF THE GUARANTEE PERIOD. ONLY ONE REPLACEMENT WILL BE REQUIRED AT
THE END OF THE GUARANTEE PERIOD EXCEPT FOR LOSSES DUE TO THE ABOVE LISTED CONDITIONS IN WHICH CASE THE GUARANTEE IS
VOID.
SEEDING NOTES:
GRASS SEED SHALL BE IMPROVED TURF TYPE BERMUDA. "JACKPOT" "SAVANNAH' OR OTHER VARIETY APPROVED BY THE OWNER'S
REPRESENTATIVE. ALL SEED SHALL BE CERTIFIED SEED MEETING ALL STANDARDS OF PURITY AS REQUIRED BY THE UNITED STATES
DEPARTMENT OF AGRICULTURE. SEED ALL AREAS DISTURBED BY CONSTRUCTION AND AS SHOWN ON THE SITE PLAN.
GAS NOTE:
ANY TREES TO BE LOCATED NEAR NATURAL GAS OR ELECTRICAL FACILITIES WILL NEED TO BE PLANTED SO AS TO HAVE AS LITTLE
IMPACT ON THE FACILITIES AS POSSIBLE. THE CITY WILL RESERVE THE RIGHT TO REMOVE TREES, WITHOUT ADDITIONAL TREES BEING
REPLANTED, SHOULD FUTURE MAINTENANCE ISSUES EMERGE. IT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER TO STAY
COMPLIANT WITH THE UDO LANDSCAPE REQUIREMENTS OR THE SITE AS PER THE OWNER'S WARRANTY.
HOLE TO BE TWICE
THE DIAMETER
OF ROOT BALL
THREE 2"X 2" .40 PCF GROUND
TREATED STAKES. REMOVE AFTER
END OF GUARANTEE PERIOD.
EXTEND MULCH TO INCLUDE
STAKr
12'- MIN.
CONTACT POINTS TO BE r
2/3 HEIGHT OF TREE
(LIMB UP BEFORE ---
STAKING)
�i 12" MIN.
I 1Z
HOLE DEPTH TO EQUAL BALL DEPTH V
WITH BALL 1 /3 ABOVE EXISTING
GRADE BASED UPON DRAINAGE
T__
1UCER BERM
MINIMUM LIMIT OF MULCH
ROOT BALL
SOIL REMOVED FROM HOLE
1/4„ NYLON CORD WITH
RUBBER HOSE AT POINT
OF CONTACT WITH TREE
GENTLY PRESS A THIN
fff LAYER OF SOIL OVER
BALL
3" LAYER OF MULCH
(AFTER COMPACTION)
4' SAUCER BERM TO
RETAIN WATER,
THREE 2"X 2" .40
r. PCF GROUND TREATED
STAKES. REMOVE
AFTER END OF
GUARANTEE PERIOD.
EXTEND MULCH TO
REMOVE TOP 1/3 OF INCLUDE STAKE.
BURLAP FROM BALL
UNDISTURBED SOIL
UNDER BALL TO MINIMIZE
SETTLEMENT
1. GENTLY WRAP TRUNK OF TREE WITH STANDARD TREE WRAPPING PAPER STARTING
FROM BOTTOM WINDING UPWARDS.
2. ALL DEAD MATERIAL TO BE PRUNED FROM TREE PRIOR TO INSTALLATION,
3. CONTACT POINT FOR RUBBER HOSE IS TO BE A LATERAL BRANCH, NOT THE MAIN
TREE TRUNK.
4. REMOVE ALL TREATED OR PLASTIC COATED BURLAP FROM PLANT BALL.
5. REMOVE ALL STRING OR WIRE FROM BASE OF TREE.
6. INSTALL TOP OF PLANT BALL UP TO 3"-4" ABOVE GRADE, DEPENDING ON
SURFACE DRAINAGE.
7. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION, EVEN IF RAINING.
8. KEEP MULCH 2" AWAY FROM TREE TRUNK BASE.
9. SOIL AMENDMENTS ARE NOT REQUIRED FOR TREES.
PLANTING & STAKING DETAIL -TREE
NO SCALE
CARov
SS�p,�
SEAL-
20106
&
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WiLSON, N.C. 27893-1726 FAX: [phone]
License No. C-1551 www.bartietteng.com
CONCRETE
DUMPSTER PAD
. e
I • ` a .. r� r ' x ._ -. lam'
• . .. •e _ \
W 5Q':.Xs.110'
COVERED
bNC SLAB
r V r� . .�
I II 1 � �
lkYj
PROPOSED I
. Y r BUILDING - ,
s aoa SF 1 I
V.
v I I
10' SOIL
PATH
I
j
112
i
APPROX. LOCATI N EX. T>>04
2" PLASTIC GAS MAIN l FMB FM FM FM
-- DITCH
`1�g--� .. 110— �— ��-- 111—�� �112-----�
+fir _---112----
GAS _ -- GAS — � Y GAS J Gib"- 6AS ,�� 111 AS"- �112 113
AS� GAS
�J / 15" RCP
HORACE WA TSON ROAD[INV.-108.9INV 109.18 - - INV 109,30
IINV.=109.5
r1§0' PUBLIC RIW>>.
113
—110 —111— — — — — — — - W_ � l
1D&� DITCH �. — f I
-$LTCFF- � � — 112
CONTROL REBAR #104 f ' / Z
N:708116,8020' CONTROL REBAR #103
E: 2316152.4640' N: 708416,1540'
ELEV: 106.69 E: 2316056,9610'
NAD 83 (2001 ADJ.) ELEV: 112.25
(NAVD-88) NAD 83 (2001 ADJ.)
SITE TBM (NAVD--88)
LANDSCAPE PLAN SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
LEGEND
0
EXISTING IRON PIPE
®
CONTROL POINT
EXISTING SIGN
EXISTING HYDRANT
o
EXISTING WATER METER
[><
EXISTING WATER VALVE
,C�
EXISTING UTILITY POLE
*
EXISTING LIGHT POLE
0
PROPOSED SEWER CLEAN OUT
•
PROPOSED WATER METER
0.00
PROPOSED GROUND ELEVATION
LOCATION MAP
NO SCALE
LINE LEGEND &
ABBREVIATIONS
OHE
EXISTING OVERHEAD ELECTRIC
SD
EXISTING STORM DRAIN LINE
S
EXISTING SANITARY SEWER LINE
— —
EXISTING RIGHT-OF-WAY LINE
EXISTING PROPERTY LINE
—
EXISTING PROPERTY LINE (NOT SURVEYED)
W
EXISTING WATER LINE (APPROX. LOCATION)
UCT
EXISTING UNDERGROUND TELEPHONE (APPROX. LOCATION)
PROPOSED EDGE OF PAVEMENT
FM
PROPOSED SEWER FORCE MAIN
i W
PROPOSED WATER SERVICE
18" RCP 1—
PROPOSED STORMWATER PIPE
�-
to
PROPOSED GRAVEL
PROPOSED LANDSCAPE
WHITE OAK (QUERCUS ALBA)
STREET TREE REQUIREMENT
1 Tree per 50': 140 LF = 3 Trees
Type & Number
of Plants in
Plant Unit
Total
Trees
Proposed Plant Unit(s)
with Proposed
Substitutions (List
White Oak
3
common names of
plants and total
number for each
different plant unit
proposed on the plan)
For City Of Wilson Field Inspection Use
Inspector:
Inspection Date:
LANDSCAPE REQUIREMENT TABLE
Landscape Designer. BARTLETT ENGINEERING & SURVEYING PC
Address of Designer: 1906 NASH STREET NORTH
WILSON, NC 27893-1726 Phone: [phone]
TABLE OF PLANT HEIGHT AND SIZE AT INITIAL PLANTING TO MEET UDO
Plant Type
Category
Required Minimum
Height/size of Plants
at Initial Planting
Proposed Plants
(List all plant types
within each category)
Canopy Trees
8' high with 2" caliper
White Oak = 3
For City Of Wilson Field Inspection Use
Field Inspection Comments:
Inspector:
Inspection Date:
DATE: MAR 2023
PROJECT: 21-666
SCALE(HORZ):1
CLIENT CODE: ALLABD
"
CADFILE:21666SP1
—30
FIELD BOOK: 384
SCALE(VERT):
DRAWN BY: TRB/LR
N/A
SURVEY BY: JEB/ADB
REVISIONS:
S&E COMMENTS
3/06/2023
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
! inch = 30 ft.
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
120
WILSON COUNTY
ZONE: LI & RA
SHEET SP5

CONCRETE
DUMPSTER P
-
t.-
r r,
. i.
.+Ir
s COVERED=" „-• .
fi NC. 'SLAB .
D `a
ug
\ \
DRAINAGE AREA:
21968SFt
0.50ACt
AREA BOUNDARY (TYP.)
n vC)
f 1
s • > 1 LIMITS OF
41 ,3 �' 1 / DISTURBANCE
DA
DA
LIMIT
DISTURBA � PROPOSED
BUILDING
� 6,0130 SF
FFE=113.0 SILT 1
H/C PARKING SIGNA4X TO BE I I
INSTALLED ON UILDING,� I
�2 l
•� I 4 10' SOIL
PATH
DRAINAGE AREA: t II
5292SFt + 4 III
0.12ACt %
p 1
000Ooo ! CONSTRUCTION
\ °opo°oo°pp ENTRANCE DRAINAGE AREA: oo 00
0000 p°OPTIMAL CONSTRUCTION ENTRANCE
0000000° 8406SF� oodO000 o°
M1000Q°p000o 0.19AC
\ o o °
noopp°o°pp 112 00°000 on
p0b°°°o0o° } o0 0 o p
o I o0 0°pop
0 000�040 °O OpQ°p,j���0�00
!I p000 nop° O°500°p000°o
Op000°p00 o o C °° O o ° C
0 0 O
0o00000 SILT °0000 °o
CONCRETE oo°°.on0 0 FENCE ti oognao o°°
b
N/F
GEORGE POWELL
DB 2683 PG 239
PIN 3710-58-4369
ZONE: LI
APPROX. LOCATI N EX. WASFfOUT Op0°ur,,j o0o PROPOSED 2" WATER °o 00000C, l701 �� Oorl OOr1 G61 q0� 4D1
2" PLASTIC GAS MAIN o0o0p000 ° SERVICE, METER &� ° op o RA
aao0oopnoo BACKFLOW W/ HOTBO� 4FM FM
op0000 O0 FM FM FMp
°ts�dcLa° I °o o00 00
DITCH - `109- - n0o ©0000 110� .� 111 - oo°o°°o �112- - - - - -113-
-�10� o - - DITCH
0 0
- `111� �° o -112- _ 113' J -
GAS - GAS - GAS ° 111 A ae^r�-=o01 f - aoI g- f�o� - Gp aoi arr i 11h
m -° o 0 -113�
o o°o °opo
1" RCP
PUBLIC RA
H0)4CF WATSON ROA D NV�10 IPE °0' INV5 D9 18 INV 109.30
9.5
, �,0' ���, PROT cTi INV.=10
LET
`
-110 -lil- -- -112- l
- - - - -- - - - - I
108� DITCM�-
112 f
4 � y1111lII�j�/',
SEAL
20106 +\
' �o� �' G I �IF,.E4 `•F` �'
,,,or/,, , S. I bfit
PROJECT NARRATIVE:
MONYA LLC PROPOSES TO BUILD A MEAT PROCESSING FACILITY ON HORACE WATSON ROAD.
THE SOILS ON SITE ARE WAGRAM LOAMY SAND WITH 0-6% SLOPES. THE GRADING ON SITE WILL BE TO
BUILD UP THE BUILDING PAD AND EVENLY SLOPE THE PARKING LOT AND GRAVEL TURN AROUND. A
COVERED CONCRETE SLAB WILL BE BUILT BEHIND THE BUILDING,
THIS PROJECT, FOR THE PURPOSES OF CONSTRUCTION, WILL BE COMLETED IN ONE PHASE. DURING
CONSTRUCTION, SEDIMENTATION AND EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE UTILIZIED,
IN ACCORDANCE WITH THIS PLAN. ALL DISTURBED AREAS TO BE SEEDED IN ACCORDANCE WITH CURRENT
DENR-DLQ STANDARDS.
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
License No. C•-1551 www.bartletteng.com
►►A
FH
DISTURBED AREA - 1.55 AC.f
SILT FENCE CALCULATIONS
LOCATION
DRA iNAGE A REA
SILT FENCE
M_AX. A REA W/0
SILT FENCE
(ACRES)
I (LINEAR FT)
SLOPE
SFO (ACRES)
OUTLET (SFO) REQ?
SF#1 - BACK OF LOT
0.50
267
1.10%
0.61
NO
SF#2 - DRIVEWAY AND SIDE DRIVE
0.12
191
5.20%
0.21
NO
SF#3 - PARKING LOT
0.19
213
2.00%
0.37
NO
Note: Silt fence outlets if required to be installed at the low est point along the Silt fence
Maximum allow able drainage area for silt fence outlet < 1.0 acre.
N /F
4 l
GEORGE POWELL
4 1
DB 2683 PG 237
PB 18 PG 117
PIN 3710-58-7661
I 4
ZONE: LI
11 l I4
I
I
l 4
I
l
I l
LIMITS OF
l�l
I
I 4
GRAVEL DISTURBANCE
I y
DRIVE
Il
GT OFIE OHE
OHF
T
-114-
_
_ S S -�-= �_ - '11 -- - -
A n am
_ ��-
SMH
TOP 113,70
15" RCP 15' RCP
INV OUT 110.90
INV 113.04 INV 113.27
PROPOSED FORCE
MAIN TIE-IN
SEE SHT. DT3
- w w
w
STANDARD EROSION CONTROL NOTES:
1. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN
THIS PLAN. THIS PLAN DOES NOT PERMIT THE CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR
STRUCTURE.
2. APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF WILSON ONLY. ADDITIONAL
APPROVALS (SUCH AS 401/404 WETLANDS, ETC) MAY BE REQUIRED PRIOR TO AUTHORIZATION TO
BEGIN CLEARING AND GRADING. COPIES OF ALL ADDITIONAL APPROVALS MUST BE PROVIDED TO THE
DEPARTMENT OF ENGINEERING UPON RECEIPT.
3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE
APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM
REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO
SEDIMENT IS RELEASED FROM THE SITE.
4- EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING
ACTIVITIES BEVOND THAT NECESSARY TO INSTALL SUCH MEASURES. APPROVAL OF CONSTRUCTED
EROSION CONTROL MEASURES SHALL BE OBTAINED IN WRITING FROM ENGINEERING DEPARTMENT STAFF
PRIOR TO SITE CLEARING AND GRADING
5, COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS
CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED
CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY
PERMITS, WATER/SEWER PERMITS, ETC.
6, CITY OF WILSON ENGINEERING DEPARTMENT PERSONNEL MUST BE GRANTED ACCESS TO ANY AND ALL
AREAS OF THE SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION AND EROSION CONTROL
ADEQUACY.
7, IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITE
SEDIMENTATION, THESE PLANS MUST BE MODIFIED AND SUBMITTED TO THE DEPARTMENT OF
ENGINEERING WITHIN FIVE BUSINESS DAYS FOR APPROVAL AND ADDITION TO THEIR RECORDS.
SEDIMENTATION &
EROSION CONTROL
PLAN
SMH
TOP 114.88
CL INV 110.44
LEGEND
0 EXISTING IRON PIPE
CONTROL POINT
`1 EXISTING SIGN
EXISTING HYDRANT
a EXISTING WATER METER
>Q EXISTING WATER VALVE
�J EXISTING UTILITY POLE
EXISTING LIGHT POLE
0 PROPOSED SEWER CLEAN OUT
• PROPOSED WATER METER
0.00 PROPOSED GROUND ELEVATION
LINE LEGEND & ABBREVIATIONS_
OHE EXISTING OVERHEAT] ELECTRIC
SD EXISTING STORM DRAIN LINE
S EXISTING SANITARY SEWER LINE
- -- EXISTING RIGHT--OF-WAY LINE
EXISTING PROPERTY LINE
- - - - EXISTING PROPERTY LINE (NOT SURVEYED)
W EXISTING WATER LINE (APPROX. LOCATION)
UGT EXISTING UNDERGROUND TELEPHONE (APPROX. LOCATION)
PROPOSED EDGE OF PAVEMENT
FM PROPOSED SEWER FORCE MAIN
W PROPOSED WATER SERVICE
IV' RCP PROPOSED STORMWATER PIPE
PROPOSED GRAVEL
SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
DATE: APR 2023
SCALE(HORZ):
1 "=30'
SCALE(VERT): N/A
CONSTRUCTION SEQUENCE:
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED
BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION
AND EROSION CONTROL PLAN HAS BEEN APPROVED AND PERMIT ACQUIRED. NOTIFY THE CITY OF WILSON
EROSION CONTROL SPECIALIST AT LEAST 48 HOURS PRIOR TO COMMENCING THE LAND DISTURBING ACTIVITY
AT PHONE NUMBER 252-296-3434. MAINTAIN ON SITE A RAIN GAUGE, RECORDS, COPY OF THE PERMIT
AND SEDIMENT & EROSION CONTROL PLANS.
2. Plon CONSTRUCTION TO LIMIT TIME OF EXPOSURE AND PROVIDE GROUND COVER UNDER GUIDELINES OF THE
E&SC PERMIT.
3. INSTALL CONSTRUCTION ENTRANCE & SILT FENCE ACCORDING TO PLANS.
4, CONTRACTOR TO CONTACT THE CITY OF WILSON EROSION CONTROL INSPECTOR AT PHONE NUMBER
252-296-3434 FOR A COMPLIANCE WALK --THROUGH BEFORE GRADING.
5. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1
INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL
E&SC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A
RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
6. PROVIDE TEMPORARY SEEDING AND STABILIZE ALL AREAS TO BE REVEGETATED.
7. ALL APPLICABLE E&S CONTROL MEASURES ARE TO REMAIN AND BE PROPERLY MAINTAINED UNTIL A
VIGOROUS STAND OF PERMANENT VEGETATION IS ESTABLISHED AT THE END OF THE CONSTRUCTION OF THE
PROJECT.
8. WHEN ALL UPLAND AREAS HAVE BEEN STABILIZED, REMOVE TEMPORARY MEASURES ONLY AFTER INSPECTION
FROM THE CITY OF WILSOW
9. STREET IN FRONT OF THE PROJECT SITE SHALL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE
REQUIRED
MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER
EVERY RUN-OFF PRODUCING RAINFALL.
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND/OR REPLACED AS NECESSARY.
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER
AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH USING EMULSIFIED ASPHALT AT A RATE OF 435
GAL/ACRE.
HYDROSEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE
SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR
SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS,
STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB/ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A
HYDROSEEDER SLURRY,
IF A MACHINERY BREAKDOWN OF )� TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE
PROPORTION OF THE SLURRY REMAINING. THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS,
FULL RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO
STEEP SLOPES IN DRY FORM.
CRIMPING STRAW MULCH
APPLY AND CRIMP HALF OF THE REQUIRED AMOUNT Of STRAWS IN TWO DIRECTIONS BEFORE APPLYING AND
CRIMPING THE REMAINING STRAWS FOR BETTER ANCHORING INTO THE GROUND.
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER
PROVIDING THAT MAXIMUM SPACING OF CRIMPER BLADES SHALL NOT EXCEED 8".
PROJECT:
21-666
CLIENT CODE: ALLABD
CADFILE: 21666SP1
FIELD BOOK:
384
DRAWN BY:
TRB/LR
SURVEY BY:
JEB/ADB
REVISIONS:
SITE PLAN COMMENTS 4/17/2023
EROSION
CONTROL LEGEND
ELEV - -
EXISTING CONTOUR
ELEv
PROPOSED CONTOUR
LOIN
LIMITS OF DISTURBANCE
-SF -SF-
SILT FENCE
®
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
®
CONCRETE WASHOUT
GRAPHIC SCALE
15 30 60
( IN FEET )
1. inch = 30 it.
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
120
WILSON COUNTY
ZONE: LI & RA
SHEET SP6
m

HAR'DW&RE CLOTH AHO ORAVEL
NLIE F H YES; .) 1 H
STMOARD r
{, IN 01101.1141) SEE NOTE2
OL07H 4' APART MAX,
SEE NOTE 2
,I ly R
NOTE
FILVRIE
Y 'IYL" lyMflkAar��!!1l+F rr,i`" 'r�;r:!
� ,N�t�.JI+lIF4,i �i!l16, yyyrrrI���r�'L i Z y
M',+y - 4r} 4iR
*iiy!
r�Ai Iy
111,WWA
F-410
e��i 'kit �rMrwr� ,d �
27 .�sllf"�rtt�.l•.r SM!i`':. ilrr* .:rr!✓� ..- �a?riat�i�h.�l�i.•?iRtw,xif�rf.ac�i'l�k-t�_
I
tiARIDWARE CLOTH.
MOIJIND. AND STONE CUT AWAY
PR'CMI wE* TO SHAM DETAIL
I
STANDARD V METAL POSTS
X-0' IN Gii'WND SEE Nl9TE 2 -
IDVEittrL:IJtM
CR 157 WA5w< O STONE
PLACE6i TO A HEIGHT OF 10-
ABOVE TOP 'o11• BOX
�z
RLN*
f
WATER '%M fH
SIVIIIAENT ,
k
Rnl:
1I
s
`--A IEStr00 GRATE
1
' SEE SHEET 2 OF 2 FOR NOTES
e� - e
>: 'Jac � 4+"a.s3$..
Pr.InaC ..dfltMa"a �,p,:rs-sa�3s I
e0d Hwnnrq Amen , PC 9� to CITY of WILSON,N.C. PAX 12s+ 3%9 24E3
NaYnI' rxRSie -.ii OI
Y'liisC)r„Ne,1h CAMkna 27394 _ ENz?n"HC .'ITT Gip
INLET PROTECTION DETAILS N I es-D&* .3S2_LkS
(OPTION A) Ri�> av:t*LAT8 SrfliT0
1a1y: 2C'19 t c.. 2
`` ` t tlrUlfxlll'
BARTLETT
SEAL -_ ENGINEERING & SURVEYING, PC
20106 1906 NASH STREET NORTH TELE: [phone]
A,.
WILSON, N.C. 27893-1726 FAX: [phone]
'•;�r S 9PR License No. C-1551 www.bartletteng.com
flllllf11111i1tt`
NOTES:
1. This method of inL4 prated -inn is applicatxe where flows are ligm to enci ieraia.
Construction SLecificationa
1. LtrI ttanly gta dff a Shahowdtpression appraathR19 1he inlet.
Inlet � t1 a M Max.z, Drrvg 5-foot steel T pp�'4 (1.25 Itu2it)21t into ground t�urroundrlg the Pe
3. Surround st2af post with wins maiih hardware ck9h 119-gauge hardware cla'tltl *1 !4' mesh
openkngb}. Secure the wiremeth to Steel plDslB at the Trap, mllad4a and beltttam. Piaci2-ft a t tla R of
the wire mash tinder the gravel kx anchoring) is r4.eciornmentded. 'rotal height of whre mesh M be 2111
min.
4. FUcel clean gravel (NCDOT #5 or #57 stmrte) cn a 2':1 slope with a height of 18 inches arClund the
wire. and :s-mo h to im ma graclt
5. Onm the c:anVibutng drainage area has tieer1 stabiltzed, r9lri'm ve aczurr rulaied sediment and
establish final grading elevaliorls.
6, Compact area plraperlj and Stabilize with I,;Iroundcover.
MaIntonance
inspect lrlflls M Least !+wt kly III after oath Sigrriftcant 1..1,2' or greater) FAWalt. 0eaar r sir wiiti mt
any debris of obler objects 10 prowide ainiNuale 1`10 r fall tubsacJLmnt ralms. TaIkA c2ta nOR LO
daMage Or Undeltatd the wiry rrfesh d1_14119 SedfsTlMI nr3F1' OVAL Raplare stone as neode+d.
R@move st1'dlment as rier@scary to provide adequate sinrage va4ume t'or SUbmquaint rMMA.
When the contributing dratnaje area has beers edlegatat'ety stastigized. remove all Materials and any
unstable act. and elthz+r salvage ne dispose CO it 046O rlyr.. Stj" the disi'Lirba€t aamm t,5 prop'er gtallcle,
threrti smorAh and compact it. ,Approprtatlepiy�slabmliae afl bares areas araunn'dyLhe to i.
{ %satG' �Sarvg AL :.wrpiv+rrJL,roS CITY 1 it of WILSON, O N N.C. L!o�:.e �Y`.
t l P' -
F.rt•W. 12 _ ag-�95O
elid Hrma Avenue a r3aA 0 6
6
Ytrxyve: ?iuTfi Curq ins 271.94 •1xf tail r 1nxE. crf r• �F wir�'�� '.4:*r�ara3 h'rCr L:,..,.isNa3 G'�a.r 9
f 11
S',`L Lti7AIL 4
INLET PROTECTION DETAILS�ITD� .
r
(OPTION A) r
.iuh2rl19 ,v 2
I,elnlln hc,virYcr{ ny APPIAN Cnna,,1-In1 Fngl�vrrr -
STAPLES, (2) PER BALE
M
- I
�I
it
WOOD OR METAL Y
�K 5TA E S (2 PER
BALL) "
IC MIL PLASTIC LINING
(SHOWN WITH GUT AWAY FOR CLARITY)
NATIVE MATERIAL (OPTIONAL)
57
5'-C" MIN. (10' MIN. TOTAL) BA
I
STAPLES. (2) PER BALE
BINDING WIRE
10 MIL, PLASTIC LINING
-0
PLAN VIEW
(ABOVE GRADE)
' -ill.-1.- III- flilYl�r
I jrI-
WOOD OR METAL - SECTION C-C
STAKES 12 PER BALE) (1/2 SECTION)
OPTION #1
ELEVATED PIT WITH STRAW BALE DETENTION WALLS
NOT TO SCALE
NOTES:
1. Actual layout to be determined in fietd.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary
concrete washout facility.
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of
concrete.
Voice 52 3992466
obit Sarulcne De enm2nte 2 ]
OT,
P PN.C.
1Honing Pv.nua, I P,O. 9nx 1tl CITY of W I LS O N , FAA ¢52) 399-2453
WIISOn. Noah Caroline 27894 USE wTH THE CN-'J DF Wl' :71`I Sr NnARn SPECIFICATIONS CT•ILY"N✓Y/.VJ11.nneCONCRETE WASHOUT N�Tn&m,a.359D1
PIT DETAILS (Option #1) RE;�ry Za 0TE 7 g
Ueta;ls F,oviued 6H APPIAN Cpnsultanq Encjm=er=_ - wwvT.applo l+engirt eers.com Q6./p!/2U1O - 3: 21:D2 I-M
o>�
10D' MIN„ OR LONGER
(BUT SUFFICIENT TO
KEEP SEDIMENT ON SITE)
J)
SEE NOTE 3
AL -OW SUFFICIENT RADIUS TO
SEE NOTE 2
ENSURE TRUCK WHEELS STAY
$ II:
ON THE STONE `63
PLACE FABRIC UNDER STONE r 25' OR WIDTH OF PROPOSED
STREET, WHICHEVER IS GREATER
EXISTING ROADWAY 35' MIN. 15' MIN. i
8" MIN
2% SLDPE (SEE NOTE 2)
SECTION A -A (SURGESPI EESTONEEORED
RAILROAD BALLAST
RECOMMENDED
IF CANNOT MAINTAIN
CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS: REQUIRED "E WILL BE
i, Clear the entrance/exit area of all vegetation, roots, and other objectionable
material.
2. Grade the road foundation so that the entrance/ exit will hove a cross slope. i
3. Sfone size - Use MSHA size No. 2 (2 1/2" to 1") or AASHTO designation M43,
size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the site onto the public right-of-way. This may require periodic top dressing with
additional stone as conditions demand repair and/or cleanout of any measures
used to trap sediment. Should mud be tracked or washed onto road, it must be
removed immediately.
5. If construction on the site is such that the mud is not removed by the vehicle
traveling over the sione, then the fires of the vehicle must be washed before
entering the existing roadway. When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-way. When washing is
required, it shall be done on an area stabilized with crush stone which drains to
an approved sediment trap or sediment basin. All sediment shall be prevented
from entering any storm drain, ditch, or watercourse through use of sand bags,
gravel, boards, or other approved methods.
6. Install silt fence or tree protection fence to ensure construction entrance is used.
Voice 2 3B9.26e5
Pohl Ic Services Departments ¢5 )
F
p
O b
7
Q
{.
s CITY of WILSON
P.O.O FAX 252 3eB,2458
� 1800 Herrin Avenue ! F ,Box ! [
s o g
4
- y wwsu.w�lsonne.a
' waon, PlDfth aer4HRa 278lp4 U8E WRH THE CITY OF WILSON SFANOPRpaPECIFIC,4TX]NS ONLY r9
STABILIZED CONSTRUCTION wtT SCALE:
.35601
ya TH0 ENTRANCE DETAIL Rune zo 0T� 1 r ;
,,-n ry ., ,n,T rnrJr ear" - "vw..❑I-Vlrn.ng:
YELCRO TOP TO SIDE FASTENERS
14
\
POLYETHYLENE
SEWN IN LINER '
BAG
REVERSELE WASHOUT PLACARD
(ON OPPOSITE SIDE)
HINGED & DOMED
RAIN FLY
PRODUCT VIEW
TENT POLES (ABOVE GRADE)
OUTBACK ALL-WEATHER WASHOUT
45"L x 45'W x 16"H OR
75"L x 75"H 9 12"H
AS NEEDED
VELCRO TOP
i lam` To
SIDE
FASTENERS
LIFTING STRAPS - -
o STAKE DOWN
LOOPS
POLYPROPYLENE EXTERIOR
- BAG W/ COROPLAST
WALLS SEWN INSIDE
OPTION #2
WASHOUT CONTAINMENT BAG OR EQUAL
NOT TO SCALE
NOTES.,
1. Washout shalt be installed prior to using materials that require washout on
the project, install on a level surface area.
2. The "concrete washout" sign shall be installed within 30 ff of the temporary
concrete washout facility.
3. Washout to be replaced as necessary to maintain capacity for liquid waste.
4. Do not washout Into storm drains, open ditches, streets or streams.
5. Locate per plans. Locate at least 50' from a storm drain, open ditches, or
water bodies.
8. Washout shall be used for non -hazardous wastes.
9. Let washout set or evaporate before lifting. Do not move when wet.
*r.T
PublicS.rvlcesDeporfinentsCVolom¢52)399-24a5
18w Herring Aven... 1P.O-em 10 CITY of WILSON! N.\./. FAX¢52)1.1:2453
Vi1l con, Nuns CerOlin227894 JSEWTHTHE CITY OF A9LSCN 5TANDARC.SPEcrcAraNS ONLY v,v w.VnlaunnC.nrgCONCRETE WASHOUT EJv.n3vT 369.01PIT DETAILS (Option #2) RE uy°2019E 2s .a
ryeIns r. ..'a rd Ly kr'rq AN ron,]H,r, G-girr.arn - wolw,ngpir le•-gl-earn.cn^ t;3/P5/xlan - 1}: 5:i:1d AM
ro�
FILTER FABRIC.
�
6' MAX WITH EXTRA STRENGTH
N `
FABRIC. W/O WIRE FENCE.
w w . �`
8' MAX, WITH STANDARD STRENGTH
Nf L
FABRIC NTH WIRE FENCE.
W W �
� w w
N, ti, ay w w W
WIRE IS REQUIRED FOR
STANDARD STRENGTH
FENCING. SEE NOTE 5.
w w w •'�
w a. w w w w y'
w w v. W w
NOTE tw
SELF -FASTENING STEEL
wy'w w� w w�
POSTS OR EQUIVALENT. DRIVE
w w w v
POSTS 24" INTO GROUND.
w ,4, 4, y, w W a
SEE NOTE 2.
vw*v www
;Y
ww
I1IlITI t jr.
90' TYPICAL
110' MAX.
�1 MaN.
'Jill
DRIVE STEEL POSTS
• ,,,I MIN. 24" (EXTRA DEPTH
I:�
REQUIRED FOR UNSTABLE
l - ` SOILS)
Pubic 5ervtone oPOanrmrrle vows (252) $90-2465
CITY of WILSON, N.C. FAx(252?399.2453
1 BDn Honing Allpnue,l PO. Sax 10
yWlcon, North C2roift 27884 _SE WIH, THE Cl-, OF WLSON STANDARD SPECIFICATIONS ONLY MroM,l.wilennnn.org
TYPICAL
scALE.
Nrx T.S'A .
D-rALN
a 351.a1
REVISONDATe
SHEETa2
SILT FENCE
dune.2010
1 M
-9u1nP.q ri, ni' .T II- ij1 r J1]rPr1 www,nPl7 c,rn[y "FPrs' ry T, ; 1-1/1'N91 - II; :1,Y 1tt NM
PLAN VIEW
(BELOW GRADE)
(20'-O" TOTAL) STONE
I 3'-O"
i (W-O" TOTAL BOTTOM)
2'-Or
7'-D"
2'-o"
2•-0.
U.5
❑-5
b
I
(
2
A
III MIL.
PLASM
PLASTIC
LINING
ANCHOR 71
PLASTIC LINER
NTH #57 STONE
-
=III = II'
III I III
SECTION A -A
(1/2 SECTION)
OPTION #3
EXCAVATED PIT WITH STONE SUPPORT
NOT TO SCALE
NOTES:
I. Actual layout to be determined in field.
2. The "concrete washout" sign shall be installed within 30 ft of the temporary
concrete washout facility.
3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete.
4. Contractor to coordinate with usage contracting officer for proper disposal of
concrete.
y Pubic service. Da nmenle Yoke 399-2465
�t F Wr2 p'L 1BOO Herring A-,f Pa. Hew 14 CITY of WiLSON, N.C. FAX ¢51y n_ 399-2453
Wilson Nenh Cerelin8 27894 USE VNTH THE CITv qF wL50N STANDAep SPECI>=•CATIONS CNLY
YJ Yn�
/.T.
N To m CONCRETE WASHOUT t." 3s9a1
PIT DETAILS (Option #3) rsSJugo2U93H�;
S & E DETAILS SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
DATE: MAR 2023
PROJECT:
21-666
CLIENT CODE: ALLABD
SCALErHOR7 :
L !
CADFILE:21666SP1
N/A
FIELD BOOK:
384
SCALE(VERT):
DRAWN BY:
TRB/LR
N/A
SURVEY BY:
JEB/ADB
REVISIONS:
S&E COMMENTS
3/06/2023
Dr,1aiF rrnaldpd by A-'r' Aiv (1-4 d'inU F'rgi-nSrn Hr,w.:ry+76nn r'nyYi^rNrv_r-n�, ( ',:';" II ,.iap Hhd
NOTES:
1. Toe In backiill into trench and compact the soil firmly to anchor the bottom
of the silt fence so that the runoff is forced to go through the fence. No
runoff Is to flow under the fence.
with a m nimum length
sediment lances are to be 1.33 Ib LF steel w i
2. Posts for/ g
of 5 ft. Make sure that steel posts have projections to facllitate fastening
the fabric. Filter fabric may be attached using wire or plastic zip ties that
have a minimum 50 lb tensile strength.
3. Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 Ft,
offence.
4. Silt fences should not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swates etc.)
5. Construct the silt fence sediment barrier with either Standard Strength or Extrc
Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90
or equiv.) is used, wire mesh support IS required. If Extra Strength fabric
(Mirafi 10OX or TerraTex SFD or equiv.) is used, NO support is required.
6. Standard Strength fabric (TerraTex SF 90 or equiv.) with 8 ft max post
spacing DOES require support by wire mesh fastened securely to the upslope
side of the posts. Use wire fence with a minimum 14 gauge and a maximum
mesh spacing of 6 inches. Extend the wire mesh support to the bottom of
the trench- Fasten wire reinforcement, then fabric on the upslope side of the
fence post using wire or plastic zip ties that have a mtnlmum 50 lb tensile
strength.
7. Extra Strength Filter Fabric (Mirafi 100X or TerraTex SFD or equiv.) with 6 ft
max, post spacing DOES NOT require wire mesh support. Securely fasten
filter fabric directly to posts. Wire or plastic zip ties that have a minimum 50
lb tensile strength.
er tv Public Sorvip DPpanmenta Voice 052)369-2465
4, '2SOy� 1600 Hernng AVenne,! Pa. Elm 14 CITY of WILSON, N.C. FAX CIM) 399-2453
Wilson, North cainllna 27894 USE WITH THE CITY OF WLSON STANDARD oPECIFICATIUNS CNL1' VNNJ."il5nnnc.nrg
_ ICALE 11 -MLI
r TYPICAL NnlTo3wIP �351.01
E 91 DATE 9WE6r 6
SILT FENCE JUre
n 4
R V Pn
E H 2010 2 or 2
T
11.1 VlnP.A tl? AI"1•IAIN ,I r1 ] r,n",­7 , 1 1, L-
CONCRETE WASHOUT DETAIL NOTES
Concrete washouts are used to contain concrete and liquids when the chutes of concrete mixers and hoppers of concrete
pumps are rinsed out after delivery. The washout facilities consolidate sollds for easier disposal and prevent runor! of
liquids. The wash water is alkaline and contains high levels of chromium, whlch can leach Into the ground and
conteminate groundwater. It can also migrate to a etonn drain, which can increase the pH of area waters and harm
aquatic life. Revised NPIDGS and NO Genaral Construction Permits require the use of concrete washout areas on all sites
using concrete:
1. No concrete or cement slurry shall be discharged from the site.
2- Any hardened concrete residue shall be disposed of, or recycled an site, In accordance with Iecal and state solid
waste regulations.
3 Concrete washout area to be minimum 50' from storm draln inlets and surface waters (to. dotentien pond, ditches,
etc),
4. Prefabricated washout container or pit equal detail provided may be used If approved by Engineer.
5, Inspection
ai Contractor to check all corcrele washout facllitla6 daily to determine if they have been filled to 75% oapacify,
which is when materials need to be removed,
b. Both adove- and below- ground self -installed washouts should be Inspected daily to ensure that plastic linings
are intact and sidewalls have not been damaged by construction activities, Cantractor to repair plastic Iming as
needed.
c. Prefabricated washout canlainers should be inspected daily as well to ensure the container is not leaking or
nearing 75 percent capacity_
d. Inspectors should also note whatherthe facilities are being used regularly.
B, Material RemovaL
a. Concrete washouts are designed to promote evaporation where feasible. However, it stored liquids have not
evaporated and the washout is nearing capacity, vacuum and dispose of them in an approved meaner - check
with the local sanitary sewer authority to determine if there are spacial disposal requirements for concrete wash
wate r.
b. Remove liquids or cover the structures before predicted rainstorms to prevent overflows. Companies that ofrer
prefabricated and watertight washout containers generaily offer a Vacuum service to remove the liquid material.
c. Contractor to remove hardened solids or reuse onsite or haul them away for recycling
d. When removing materials rrom the concrete washout, building
a rew structure or, if the previous structure is still intact, PLYWOOD 48"x24" Id111 T�.;
Contractor is t0 inspect the structure for signs of weakening PAINTED WHITE !COII I V CREj I:.
erdarringeand make any necessary repairs. Lira the BLACK LETTERS Vyli I I LJ. i
structure with new plastic that is free of holss or tears and 6" HEIGHT) .,.
replace signage if necessary. It is very important that new
plastic is used after every cleaning because pumps and 0.5" LAG
concrete removal equipment can damage the existing liner. SCREWS
7. General Contractor is to educate concrete subcontractors, post signage WOW POST
Indicating the location and designated use of thew areas, and provide 3%,%a'
careful oversight to inspect for evidence of improper dumping of concrete
waste and wash water. Contractor should include requirements In contracts
with concrete delivery companies that drivers must use designated
concrete washout facilities.
I I I
o II I
I I I
I I I
I I
I I I
II ;'
SIGN DETAIL
(OR EQUiVILANT)
F W.r Public Services Departments Voim(252}399-24S6
'os 1800HernngAv.nu.,IP015av1n CITY of WILSON, N.C. x_11¢5 39s-2453
•1 Wllsnn, North Carolina 27894 JSC1NTHTHECITY0FWL3N STMD.ARDGPECIF'OATIOMN FA
NLY wnne,ory
CONCRETE WASHOUT SI.ALE OE A1L4
Not Ta Scala ,369.a1
" PIT DETAILS (Notes & Signage) REJUIY.2D DATE. a f 4
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
WLSON COUNTY
ZONE: Li & RA
SHEET DT1
T
13

't,
SEAL rlar-
20106� ! -
a,+,rlltut,.'
r. ri, F, ., 1­ I, APrI:- 1 ' ,shire Firl-rc ;/'-G'f' _ rr. d� LIJ
H=
The Jill height measured vertically 9i any paint along the pipe from the top of the pipe to the top oft his embankment at that point,
Do not operate heavy equipment over any pipe culvert unlit the pipe wive t fias been properly baGhfilled and covered with at
least 3 feet of approved material.
Undisturbed eadh material
Bedding (Middle and Outer)', Loosely placed seleal backfill material meeting NCDOT Class II, Typed (washed or unme led
crushed all screehingaj or Clara III, Type 1 (NCDOT 2S or 2M9 fine aggregate). Leave section directly beneath pipe
unoompacted as pipe seating and backfill will accomplish t paction:
Select Backfill (Ii springline)'. Select beckfiti materiel meeting NC170T Class 11, Types f or 2 or NC007 Class III, Types
1�•:ill
or2.
Backftll: Approved suitable local compaclable material above sprirgline orpipe meeting Obyof Nhlson specifications.
Rook Foundation or Unsultabre, Material Foundation: select malarial NCGOT now V (0i stone) w Al
Clam W {y57 slorle)ior foundation conditioning. Encapsulate with engineering fabrieas directed by the Engineer, Type 4 sell
stablilzallon fabric (NOWT Table 1056-11. Overlap all trensverse and longs udlnal loirrts In fabri at least 10 inches. Maintain
the pipe foundation in a dry condition.
BACKFILL VERFII.L SOIL) rflij
/ pp
I\I-�
G�1102.x
j14-
3 MINIMUM ASPHALT r !
- ���
SEE DETAIL COi41
,03
n rr
3}`•,fee - r \ �R! .
BEQQINCi
EDGE OF - \\. THICKNESS IPAVEMENT�.� '.��SEE TABLES I &
2 AND NOTE 5
\ HAUNCH ZONE:
(SEE TABLE)
TAKE CARE TO
FULLY COMPACT
r h 11111II� I I HAUNCH ZONE
_ I OF
PIPE
EXCAVATION LINE: y. Syr` BACKFILLECT
AS REQUIRED 1
II OUTER BEDDING (90-
SELECT 9ACKFILL i �I,yF MATERIALS AND COMPACTION
EACH SIDE, SAME REQUIREMENTS
AS HAUNCH. COMPACT AFTER
82 r,i S I it PIPE IS PLACED IL PRIOR TO
PLACEMENT 4F FILL
MIDDLE REDOING
11.. TYPE 4 FABRIC
sarvlcxx Cepartmerlla Vot-l2al aB44A66
,30g Hbrring 111,1di P.D sale to CITY of WILSCN, N.C. FAx 2fi239 2a56VIIE
n, Nosh CeroPna 271W uSE VATF Fh CIT"ortMls°NsANaARDsPa IFIc FIONUINLI M•nwr.wlls-Giv
STORM DRAIN
500.s
NOI To SmM
a60f .a1
QPuhrlr.
PIPE INSTALLATION
n al,,20a
June, SION DAT.:
'ISNc
"'
6" CURB (FULL DEPTH OF CURB CUT) ON _
BOTH SIDES MAY BE USED IN LIEU OF
SIDE FLARES PER N.C. ACCESSIBILITY;
CODE SPEC. 4.7.3,21, DETAIL 4.7.2.340
6" THICK CONCRETE RAMP
12:1 MAX. SLOPE.
_ - 48" DOT VALLEY GLITTER.
�,"C•' ULiAIL 402.03 (NOTE 3)
6" THICK C.ONCERETE APRON
-s TOO RIGHT-OF-WAY LINE
1/2- PREFORMED CLOSED CELL
POLYPROPYLENE EXPANSION ,JOINT
n r.el= G• _y apP p^I f �t.•r. tidy r-c, - dsf'o �3{n., I-, Lai c:d
a Unlrled Soil clulmlicalien Eyed-
b Slandand lnstelotbirs Direct Design
I HIV I GS'
1. CompactTon and soil symbols - i.e. '95% Category i"- refers to Category I soli material
with minimum standard Proctor compaetfon of 95%.
2. Soil In the outer bedding, haunch, and lower side zones, except under the middle 1/3
of the pipe, shall be compacted to at least the same compaction as the majority of
the all
In the overfill (backfill) zone.
3. For trenches, the fop elevation shall be no lower than 0.1H below flnlshed grade or,
for roadways, its top shall be no lower than an elavdtlon of 1-foof below the bottom
of the pavement base mcterlal.
4. For trenches, the width shall be wider than shown If required for adequate space to
atioTn the specified compaction in the haunch and bedding zones.
5. Compact outer bedding after pipe is placed and prior to placement of select fill.
Middle bedding is unoompacied,
S. Oyorflll (6ockflll) soils to be placed per standard speulficuilon 026.50 Storm ❑damage
for the applicable backfill type and bury limitations,
7. These two tables were excerpted from Design Data 9 and. modified to generally conform
to the NCDOT Standards as shown In Detail 300.01. Rigid Pipe in Trench Condition.
Reference Sources:
1. ACPA Design Data 9 [April, 21109] (formerly Design Data 40).
2.2018 NCDOT Standard Specifications for Roads and Structures and NCDOT Standard
Detail 300.01 for Rigid Pipe, "Trench Condition,"
Publicaanvlcea❑ 'nmBMn Yoiw 262 399-2-066
,aaoUarrmaAverlilPD,ea,n CITY of WILSON, N.C. FAXP!52)3842463
1MImn, Nath Ca Jm 27594 usEwn"raE [air[. WlrAovarnx3nNn sPFc�crcr.�ir✓lu ONLY vmw,wilecnno.oag
STORM DRAIN 31,0
v 2 NwTnstyle ,681.a1
PIPE INSTALLATION n 's°"°Ar" 111.1
3una. 2p19 2 al a
Table 1
Equivalent USGSa and AASHTO Still Classifiaatlans for SIDOb Soil Designations
slob
uses
NcnoTrAAsttTo
Graveay Sand
SW, SP, G44, GP
- NCDOT Class II -Type I (cruaned stone saeeniaga), ILL � 30', PI r B.
{Category ])
- NCDOT Class III, Typo 1 (2$ or 2MSj, LL t 30', Pt �- 0.
Sandy Sill
GM. SM, Also GC, SC
- NCDCT Class II Type 1 (crushed stone screenings) end Class II, Type 2 (AASHTO M145 for
(Category i{)
With less Then 2tl°6
A-2-4 with maximum PI of 0. A.4 w1 max 45%passing Na. 260 Slave end a maximum PI of 6)
passing Jl�O sieve
- NCDQT Giasa III, Type 1 (2S or 2M51 or Close ill, Type 2 (AASHTO M1A5 for soil classification
A-f or A-3j
Silly Clay
CL, MH, GC, SC
A5. A6
{Category Iti}
Table 2
Standard Installations Bolls and Minimum Compaction Requirements
Installation
Bedding Thickness
cuter Bedding (Bt)
Haunch Zone &Select
Location
Type
Notes
BackfillArea
(%comPaotloNCategory}
(ry; compactionlCalegory}
Type i
B7 = DJfi (5 min}
95W" Category I
9G96 Category I,
paved Areas wRh
B2 = If Rack foundation or over unsuitable
95y6 Category, 11
2' or lees bury
faumielran, "F,'Ht oi'H', 72" mrnr24"max
Type 2
Bi = W6 (6' min)
BORa Category I
0590 CelagarY }�
Paved Areas with
82 = If Rock (aundabon or aver unsuitable
96%6ategory II
greater then 2' of
foundation, % IR oi'H , 1 T minl24"max
bury
Type3
Bi=alfi (G min)
0S%Category)
&5',6 Category},
In RAN outside of
B2 = If Rock loundatloh or OvaY uraudable
90%Category II
9U'N Category II, or 35%
Pavamenl
fourrdal'ron, 1.4711 oi'H, 12" min724' max
Cstagory III
Type4
81-Dub iE min{
No Compadion required.
NO Compaction required,
Natural Areas
02 = If Rock (oundadan or over uneuilahle
exeepl f Category I N, use
except if Category I II, use
fcundalion, I"tit of'H', 12°minl24"max
85%Category 111
85°SCategory Ni
c b; °:•r°I"FI -: sal uI-, Lnylr ors o-x o.r
1 _ r A.,I
PLAN VIEW
r �
t e
,CATE
• 1 �
(NOTE 2)
-
- �
_
s^ THICK CONCRETE PAD
TO BE 3, 000 PSI AIR
SLOPE 'I SLOPE
'-- ENTRAINED AT 28 DAYS
TO DRAIN TO ORAiNI
TURN DOWN EDGE
FOOTING BELOW
I �9 r
I
PROVIDE 1' CHAMFER IF
FRONT COR13ER('Sj ARE
SURROUNDED BY ASPHALT
BROOM FINISH
u
fi THICK 4000 PSI CONCRETE
• r- �� 6"x 6" - W2.0 x W2.a WWF REINFORCMENT
(2" FROM BOTTOM)
6 CABC STONE BASE
' III I IIII III- -"--COMPACTED SUBGRADE
PROVIDE EXPANSION JOINTS ALONG FACE OF
BUILDING PAD AND SPACE EVERY 20' MAX.'I Ill Ill
CONCRETE PAVING DETAIL
NO SCALE
11
_•'' 2" ASPHALT (SF9.5B)
- S" CABC STONE BASE
-I - COMPACTED SUBGRADE
11'
STANDARD ASPHALT PAVING DETAIL
NO SCALE
SIGNS SHALL 8E 0.080 ALUMINUM pAllgrl
BOLT TO STEEL TUBE W/3/8" cADIUM
PLATED BOLTS, NUTS & WASHERS
2"x 2" - .188 STEEL TUBE EXTEND
INTO CONCRETE FILLED PIPE 2'- 0"
PROVIDE WELDED WATERTIGHT CAP
PAINT P&L 1j!6118 BLACK COFFEE
OR EQUAL
PAVEMENT
SIDEWALK
RESERVED
RESERVED
PARKING
PARKING
111ala•axe J
11" f2`
11" �EI6Ft i27•a�
alert R1"a6 STfNIMRD caoltb IAL15�NlIn
ICtxaRFlGNIerR Wll aA/l Al 4+r.7-Ih1aT! � IlgdN/ FNaAe.'elNRa oa tllLE FlSO
uutaw•awll celeuarAlluitrrouAu
TyHa rmNAvvr as Inm la ra OF dams -
a7-ifPHiDEs!! AIS-A1aT u
MAXIMUM
- VI�"el�usn"w`raa PENALTY � VAN �
; 25g ACCF.SSfBLE'
- 11
" � S
u•x
u'+b 11' 121
m3
a1aN a7-:o VAN AcsieelasE OieN
t
I
i" WIDE WHITE ONES
�---- 9.0, - 9.0' {VAN ACCESIBLE} 1r�
6.0' (NON -VAN ACCESIBLE)
CONDITION
�f
OR
�
(TRAFFIC AREAS)
�J`��
STANDARD CURB &CUTTER
tic
STEEL PIPE
BOLLARDS. 6'-D" MIN.
6'-O" MIN.
41
�
FILLED WITH f
CONCRETE
oI OONGRE7E SIDEWALK
�
IIII
MAX, 2'k CROSS SLOPE VARIES PER
0d_1nn. „l:.ui
SLOPE MAY VARY
F���
SEE NOTE 2
r
PLACE 1/2" PREFORMED
c, �
�
� STD. VERTICAL
BUT POSITIVE
DRAINAGE MUST
- - - -
-
!'u^ECTION
A -A
HANDICAP SPACE DETAIL
�I EXPANSION STRIP HERE WHEN
CURB
gE ATTAINED 8Y
CROSSING CONCRETE DRIVES
DRAINING ACROSS
I
MIN.
NO SCALE
i
-
PAVEMENT
A MIN. OF 5'
VEGATATIVE
SLOPE MAY VARY BUT
P051TIVE DRAINAGE MUST
',
5" THICK GONGERETE APRON ­ ,III- 6" HICK COMPACTED � �I I- -i
TO RICH T-OF-WAY LINE
I- ABC STONE
NOTES:I/2" PREFORMED CLOSED CELL 48" VALLEY GUTTER U
POLYPROPYLENE EXPANSION JOINT SfM DETAIL 402:03
1. Commercial driveway to he 20' to 36' In width at the threat. �
(measured face to face)
2. All concrete to be NCDOT Class "A" concrete, section 2.1.1,
3. Remove entire existing gutter and replace with 48" volley gutter. The new
concrete gulled Ilea must match the existing concrete gutter line.
4. Volley gutter and concrete apron must be two separate pours.
5. Two access points will be allowed per site. More than two may be allowed based
on irafflc needs and traffic flaw.
6. Driveway grades shall not exceed 10% unless otherwise approved by the Fire
Chief. (Ref. NC State Fire Code Appendix D). Max $% preferred.
V"Ellesarviesaepadm,rrte a
vacs 52)sea-z.as
�i,a,n tnp9�"naa.rP:o.enxto CITY of WILSON, N.G. rAxS5��aa���,
UYi
9' ���'• Imn, North Carolina ?iaffi4 tics w,r,T"r clrvnF vmLscN srAN�aan:,PFCIr,rmnuNs ervlr w,,wllsanno.om
A COMMERCIAL
Nd To Sale 404.02
�
acnsrw+oar cork :.
DRIVEWAY CONNECTION avna,zau , d ,
BARTLETT
ENGINEERING &SURVEYING, PC
1906 NASH STREET NORTH Ti [phone]
WILSON, N.C. 27893-1726 FAX: {252} 399-0804
License No. C-1551 www,bartletteng.com
z � I-
� S 1
;n 6' - t�8" TrP1CAL
M
PROVIDE fix6 W2.4 x W2.9
R= SLAB AND MRN 3"T�ROM
NOTE: 24"QIA. EDGE
1. Provide 1/2" preformed asphalt Impregnated expansion strip along perimeter of
pad If concrete dumpstar pad abuts any concrete.
2. Dumpater(s) to be screened. Refer to City of Wilson UDO for specific type
materials to be used for screening. Screening to be as call as the containment
unli(s).
Of jv7"�, rebllr.3arveaa fY"padrnerta VdM (252) 399-T-0a5
rISdOHernreavanua.lP.DIII ,a CITY of WILSON, N.C. FAX (252}399-z4�
YdlaonNorthCemPa27894.ACENP,NrmEL'IIYOFWrW'eN9TANJA9n."i'Fr-Fl^ar,�µsCMv 4nweWrhonndolg
��� DUMPSTER PAD
N�1 ; III. ,a4s:�2
����'�'� (WITHOUT FLOOR DRAIN) YS'p'�fN c,
EWALK
1$" # 6 STEEL ROD
/B" DIA, HOLE
42" TO FACE OF BUILDING
�4--"
1 I
WHEEL STOPS
NO SCALE
DETAILS SUNNYBROOK MEAT PROCESSING
2820 HORACE WATSON ROAD
EXPANSION JOINTS 30'-0' O.C. MAX.
CONTROL JOINTS 8'-0" O.C. MAX.
AS INDICATED BROOM FINISH -
_ 3000 PSI -CONCRETE .
NOTE: SIDEWALK TO HAVE 1/4 INCH PER FOOT SLOPE MAX i-
DATE: MAR 2023
SCALE(HORZ):
N/A
SCALE(VERT): N/A
SIDEWALK DETAIL
NO SCALE
PROJECT: 21-666
CLIENT CODE: ALLABD
CADFILE: 21666SP1
FIELD BOOK: 384
DRAWN BY: TRB/LR
SURVEY BY: JEB/ADB
REVISIONS:
S&E COMMENTS 3/06/2023
1: PEDESTRIAN PATH GOES NOT
PASS UNDER OR AROUND SIGN
BUFFER
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN
4"-e" TROWELED SMOOTH EDGE
FOR 'WINDOW PANE' FINISH
,4
O
1/4" RAD
(BOTH 51DE5) j r
.3000-PSE CONCRETE'
1 /2"---IIT ""--JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
WILSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
FINISH
WILSON COUNTY
ZONE: LI & RA
SHEET DT2

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
C 0 Construction General Permit Sections E and F respectively). The
sections of the N G 1{
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timefrafnes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: Afterthe permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieve
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary stall tion
Permanent Stabilization
• Temporary grass seed covered with straw or
' ■ Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geoi fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plasticsheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved DAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
DAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3, identifyleaks and repair as soon as feasible or remove leaking equipment from the
p g
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e,g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6, Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS _ -
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds Orin high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETEWASHOUT
Ff► ,
Ii u�m. rner•e w
r ■r■m •w,re Si -a
aerx nra+' w�1
I tow uue nner� r rrc
■r,n�ma
aanr rw� rrri
II'�""1'
e ■r rxrrx r�•wr ww■■■e■ ■ari
wires uwa tl■� wKi
a M ovont wiwn
■wmiwu wLL r[ ■rwrr�
r■■ ,xc uow r•/r• ■••
1�1 31 "�Mo"F�wrrr
ELM &= =i WWW
CONCRETE WASHOUTS
e.erc
ABOVE GRADE WAWT STRUCTURE
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1, Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGQ I GROUND STABILIZATION AND MATERIALS HANDLING
ckp ei...
SEAL.
20100
�
%��0G
S.
BARTLETT
ENGINEERING &SURVEYING, PC
1906 NASH STREET NORTH
WILSON, N.C. 27893-1726
License No. C-1551
TELE: [phone]
FAX: [phone]
www.bartletteng.com
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A- SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the Inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must Include;
business hours)
(11 Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no Individual day rainfall information is
order
avatlahle, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
a pp raved bY_the Dlvislon.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
Ycalendar days
2. Date and time ofthe Inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (51
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event> 1.0 inch in
sheen, Floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Descrlption, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site Ifirl then a record
site
7 calendar days
of the following shall be made'
and within 24
1. Actions taken to clean up or stablllze the sediment that has left
hours of a rain
the site limits,
event > 1,0 Inch In
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(s) Streams or
At [east once per
If the stream or wetland has increased visT6lesedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity From the construction
or offsite
and within 24
activity, then a record of the following shal I be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accc5s{b1e)
event? 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(al of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&sc
stabilization
of grading
measures, clearing and grubbing, instal latfon of storm
measures
drainage reclll IQs, completion of all land disturbing
activity,constructfon or redevelopment, permanent
ground cover).
2. Documentation thatthe requlredground stabilization
measures have been provided within the required
timefrarre or an assurance that they will be prov+ded as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION i RECORDKEEPING
1. E&SC Plan Documentation
The approved E&5C plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each Ill Measure on a copy
and does not significantly deviate from the
of the approved Ill Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
F&SC Measure shown on the approved ill
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&5C Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action,
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTfON C REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215,85,
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Timeframes (After Discovery) and Other Requirements
_
(a) Visible sediment
_Reporting
• Within 24 hours, an oral or electronic notification. T
deposition in a
• IMthin ]calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the i_vC 31131d) list: as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal orstate impaired -waters conditions.
(b) oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at feast ten days before the date of the bypass, ifpossible-
bypasses[40 CFR
The report shall include an evaluation of the anticipated quality and
122.41{m)(s)]
effect of the bypass.
(d) Unanticipated • Within 24 hours, an oral or electronic notification.
bypasses [40 CFR • Within 7 calendar days, a report that Includes an evaluation of the
122.41{m)(3)] quality and effect of the bypass.
le) Noncompliance • Within 24 hours, an oral or electronic notification.
with the conditions • Within 7 calendar days, a report that contains a description of the
of this permit that noncompliance, and its causes; the period of noncompliance,
may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to
environmeri continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 12Z.41(I)(6).
• Division staff may waive the requirement for a written report on a
ease -by -case basis.
I NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
S&E NCG01 DETAILS I SUNNYBROOK MEAT PROCESSING
HORACE WATSON ROAD
DATE: MAR 2023 PROJECT: 21-666
CLIENT CODE: ALLABD
SCALE(HORZ): CADFILE: 21666SP1
N/A FIELD BOOK: 384
SCALE(VERT): DRAWN BY: TRB/LR
N/A SURVEY EIY- JE8/ADB
REVISIONS:
S&E COMMENTS 3/06/2023
WI LSON TOWNSHIP
NORTH CAROLINA
PIN # 3710-66-3107
WI LSON COUNTY
ZONE: LI & RA
SHEET DT4
a
0

Wilson County Parcel Report
PIN: 3710-66-3107.000
Parcel Number: 3710663107.000
Current Owner ID 1123957
Owner &Address.
MONYA LLC3180
ABBEY RD
Date Sold
1632787200000
Deed Reference-
29223 - 117
Deed Year:
2021
Plat Reference.
_
Deed Acres-
81,09
Actual Year Bu IL
Effective Year Built:
Main Improvement
Finished Area:
Tax Year:
2023
Assessed Current
Land Value:
$31 352
Assessed Current
Improvement Value
$0
Total Assessed
Current Value'
$31,352
Current Land Use
Y
Yes or Na:
Current Land Use Value:
$31,352
Current Land
e271 876
Fair Market Value:
Current Improvement
Fair Market Value:
$0
Current Total
$271,876
Fair Market Value:
Grantor:
MATTHEWS LINDA B & CANADO LLC ,
ADAMS FRANCES B&MATHIS FRANCES
Previous ParcelNumber:
Previous Deed Reference:
Plat Book/Page:
Legal Description:
HORACE WATSON RD
81.09AC
Sales Amount:
$220,000
Sales Instrument:
WD
Sales Instrument Description-
WARRANTY DEED
Sales Disqualifaction Code:
A
Sales Disqualifaction Code Description:
MULTIPLE PARCELS
Date Sold:
20210928
Vacant Improved Code:
Land Current Usage Code.
CLR
Land Rate:
AC -ACRES
Fair Market Value
Land Rate Code:
0600
Parcel Description Code 1:
40 - INDUSTRIAL
Parcel Description Code 2:
00 - VACANT
Multiple Land Segments:
MLT
GIS Calculated Acres
of Selected Polygon:
27 OB

State of North Carolina
nwR -R Department of Environmental Quality
AUG 3 2023 Division of Water Resources
Division of Water Resources FAIT TRACK SEWER SYSTEM EXTENSION APPLICATION
IRA-.MiReiiflnal ( ic4e FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: !: iVWq�k slr (to be completed by DWR)
All items must he comuleled or the anDlication will be returned
1. APPLICANT INFORMATION:
I .
Applicant's name: Monya LLLC (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public
Utility
❑ Federal ❑ State:'County ® Municipal ❑ Other
3.
Signature authority's name: Kyle F. Manning per 15A NC'AC 02T .0106tb1
Title: Asst Public works Director;'City En ig neer
4.
Applicant's mailing address: 1800 Herring Ave
City: Wilson State: NC Zip: 27893-
5.
Applicant's contact information:
Phone number: 252) 399-3416 Email Address: kmannine(&,,wilsonnc.org
11. PROJECT INFORMATION:
O
iz
1.
Project name: Sunnybrook Meat Processing Sewer Extension
Z
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: Wilson
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.413' Longitude:-77.560:,
5.
Parcel ID (if applicable): 3710-58-7661.000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1.
Professional Engineer: Robert S. Bartlett, PE License Number: 20106
Firm: Bartlett Engineering & Surveying, PC
Mailing address: 1906 Nash St N
City: Wilson State: NC Zip: 27893-
-Phone number: [phone] Email Address: robert@,bartietten.p,.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Hominy Creek Water Reclamation Facility Permit Number: NCO023906
Owner Name: City of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s):
2. Downstream (Receiving) Sewer Information: 8" inch X Gravity 7. Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSW00021
Owner Name(s): City of Wilson
FORM: FTA 06-21 Page] of 5

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravi . Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T. 15A NCAC 02T_0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
❑ Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
❑ List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
❑ Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
❑ Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106ib?. Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
❑ Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(aX l provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/PropeM Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA}.
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .4115(b). submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
2090 US Highway 70
COUNTIES SERVED
Asheville Reqional Office
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
225 Green Street Suite 714
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Reqional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Re-gional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3