WQ0037048_Modification_20240213

:
ROY COOPER �.N
Governor
ELIZABETH S.B1SER ` "*n n n* ti
Secretary s °^" •`
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
February 13, 2024
Paliouras Enterprises, LLC
Attn: James Paliouras, Managing Member
1450 Environ Way
Chapel Hill, NC 27517
Subject: Permit Modification
Application No. WQ0037048
Paliouras Property
Orange County
Dear Applicant:
The Water Quality Permitting Section acknowledges the February 13, 2024, receipt of your permit modification application
and supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Jeremy Allen, PE-Highfill
ec: WQPS Laserfiche File w/application
Q^v North Carolina Department of Environnsental Quality I Division of Water Resources
Raleigh Re9bnal Office 13800 Barrett Drive I Raleigft North Carolina 27609
���D 919.791.4200

Highfill Infrastructure Engineering,P.C.
2703 Jones Franklin Road,Suite 201
HIGHFILL Cary,North Carolina 27518
Tel [phone] I NC Firm License No.C-2586
February 7, 2024 RECEIVED
NCDENR-DWR FEB 13 2024
PERCS Unit
512 N. Salibury St., Ste. 925
Raleigh, NC 27604 NCDEQ/DWR/NPDE$
RE: Application Submittal
Paliouras Force Main Relocation
HIGHFILL Project No.: GEM2201
Dear Reviewer:
The Paliouras Force Main Relocation project consists of the relocation of a portion of an existing 3-inch
force main to accommodate for the construction of an Aldi Grocery store.
The existing 540 linear feet of 3-inch force main is previously permitted under Permit No. WQ0037048.
This application submittal serves to increase the length of permitted 3-inch force main from 540 linear
feet to 729 linear feet. In addition, 186 linear feet of 8-inch PVC gravity sewer is being added to the
collection system, increasing the total length of 8-inch gravity sewer from 270 to 456 linear feet.
A grinder unit and guiderail system will be installed in the existing wet well to ensure that the pump
station complies with 15A NCAC 2T, Minimum Design Criteria for the Permitting of Pump Stations and
Force Mains. However,due to long lead times associated with the grinder equipment,a Variance is being
applied for in order to open the Aldi Grocery store prior to installation of the grinder.
Finally, 8,100 GPD of wastewater was included under the original permit; however, this include 1,500
GPD for a Pharmacy that was never built. With the addition of the estimated 1,921 GPD for the proposed
Aldi Grocery store and by removing the 1,500 GPD dedicated for the Pharmacy,the revised flow tributary
to the Paliouras PS will be 8,521 GPD.The PS will then convey the flow to the existing Town of
Hillsborough's collection system.All other items listed in the existing permit shall remain.
Please find enclosed two copies of each of the following documents for review and approval:
• Fast-Track Form (FTA 10-23) and supporting documentation.
• Flow Tracking for Sewer Extension Applications (FTSE 10-18)
Also, please find the following:
• Application fee check in the amount of$600.00
Engineering is our profession.Service is our passion.

NCDENR-DWR
February 7, 2024
Please contact me at 919-481-4342 or [e-mail] if you have any questions or concerns.
Sincerely,
HIGHFILL INFRASTRUCTURE ENGINEERING, P.C.
Jeremy Allen, PE
Project Manager
enclosures
HIGHFILL I Page 2

State of North Carolina
EiWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM:FTA 10-23&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravitysewers, pump stations and force mains, or any combination thatha
s 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(Gravity 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 engineerina 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 02TRE
CleevE p
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; FEB r
> Projects that involve more than one variance from the requirements of 15A NCAC 02T; 13 2024
> Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPs)or simplex grindj4,
> Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g. force mains); 'CO/DIA
> Vacuum sewer systems. DES
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.
> If the project is funded by American Rescue Plan Act(ARPA) funds,please include the ARPA project number in the cover
letter and in parentheses under Project Name(Section II.1.of the application).
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$600.00,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 10-23):
® 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 I.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.
INSTRUCTIONS FOR FORM:FTA 10-23 & SUPPORTING DOCUMENTATION Page 1 of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106(b). 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).
E. Flow Tracking/Acceptance Form(Form:FTSE 10-23)(If Applicable):
0 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(a)(1)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/Property 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.0115(b),submit the properly executed Operational Agreement(FORM:DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM:FTA 10-23 & 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 COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 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 Rutherford, Swain,Transylvania,Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section Fayetteville, North Carolina 28301-5095 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson,Scotland
[phone] Fax
Mooresville Regional 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 Regional 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 10-23 &SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 &SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Paliouras Enterprises,LLC(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:James Paliouras per 15A NCAC 02T.0106(b)
Title:Managing Member
4. Applicant's mailing address: PO Box 715
City:Chapel Hill State:NC Zip:27514-
5. Applicant's contact information:
Phone number: [phone] Email Address:globaltravelnc(4ahoo.com
IL PROJECT INFORMATION:
1. Project name: Paliouras FM Relocation
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project ❑ARPA funded
If a modification,provide the existing permit number:WQ0037048 and issued date: March 31,2014,
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:WQ0037048
3. County where project is located:Orange
4. Approximate Coordinates(Decimal Degrees):Latitude: 36.056°Longitude:-79.079°
5. Parcel ID(if applicable): 9873694294(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Jeremy A.Allen License Number: 34361
Firm:Highfill Infrastructure Engineering,P.C.
Mailing address: 2703 Jones Franklin Rd. STE 201
City: Cary State:NC Zip:27518-
Phone number: [phone] Email Address:jallen(a,hiepc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Town of Hillsborough WWTP Permit Number:NC0026433
Owner Name: Town of Hillsborough
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0035536
2. Downstream(Receiving)Sewer Information: 8 inch ►Z1 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):Town of Hillsborough
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ® N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been attached?
❑ Yes ❑No ® N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑ Car Wash
❑ Residential(Leased) ®Retail with food preparation/service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 0%Domestic 100%Commercial 0%Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑ Yes ®No
> If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
Aldi Grocery Store without food service 100 gal/1,000 19,209 1,921 GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
Total GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1)and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 1,921 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
> 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 456 PVC
> 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: Paliouras PS
2. Approximate Coordinates(Decimal Degrees):Latitude: 36.056° Longitude:-79.079°
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.144 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): 100 gallons per minute(GPM)at 82 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
3 729 PVC
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.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)Grinder
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump,including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 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
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water 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(g).,see Section X.1 of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
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(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans, stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer, sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
> If yes,include an attachment with details for each line,including type(aerial line, size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

DocuSign Envelope ID:98439D51-D2A5-4E83-922E-A1A18A94A00A
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
❑ Yes ®No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I, Jeremy A.Allen ,attest that this application for Paliouras Force Main Relocation
(Professional Engineer's name from Application Item III.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 Design Criteria for Gravity Sewers(latest version',and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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 NCAC 56.0701)
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, James Paliouras ,attest that this application for Paliouras Force Main Relocation
(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: �. -sfdi 2/7/2024
Date:
FORM: FTA 10-23 Page 5 of 5

```►_� 'LIMITED LIABILITY COMPANY ANNUAL REPORT ■
10/2017
NAME OF LIMITED LIABILITY COMPANY: GEMCAP Development, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1444920 STATE OF FORMATION: NC E-Filed Annual Report
1444920
REPORT FOR THE CALENDAR YEAR: 2021 CA202 2/24/20214izo21 100:00 00
SECTION A: REGISTERED AGENT'S INFORMATION (Changes
1. NAME OF REGISTERED AGENT: Kilpatrick Townsend & Stockton LLP
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4.REGISTERED AGENT OFFICE MAILING ADDRESS
1001 West Fourth Street 1001 West Fourth Street
Winston Salem, NC 27101-1029 Forsyth County Winston Salem, NC 27101-1029
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Commercial Development and Construction
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
418 N. Marshall St#201 418 N.Marshall St#201
Winston Salem, NC 27101 Winston Salem, NC 27101
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran-owned small business
The company is a service-disabled veteran-owned small business
SECTION C: COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: Paul Gray Williams NAME: George V Dunn NAME:
TITLE: Vice President TITLE: Managing Member TITLE:
ADDRESS: ADDRESS: ADDRESS:
418 N. Marshall St#201 418 N.Marshall St#201
Winston-Salem, NC 27101 Winston-Salem, NC 27101
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
George V Dunn 2/24/2021
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
George V Dunn Managing Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

. SOSID:1444920
Date Filed:5/12/2015 9:11:00 Al I
Elaine F.Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2015 126 01007
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: GEMCAP Holdings,LLC
2. The name and address of each person executing these articles of orga-ni7ation is as follows:
Kristan D.Bryant,Organizer
100 N. Cherry Street,Suite 600
Winston-Salem,NC 27101
3. The name of the initial registered agent is: George V.Dunn
4. The street address,mailing address and county of the initial registered office of the limited liability
company is:
Number and Street: 210 W.Fourth Street,Suite 200
City, State,Zip Code:Winston-Salem,NC 27101 County: Forsyth
5. The limited liability company has a principal office.The street address,mailing address and county
of the principal office of the limited liability company is:
Number and Street: 210 W.Fourth Street,Suite 200
City, State,Zip Code: Winston-Salem,NC 27101 County: Forsyth
6. These articles will be effective upon filing.
This is the 4th day of May,2015.
/2<'-------
Kristan D.Bryant,Organizer
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised January 2014) 1 (Form L-01)
#649868v2

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Custom Soil Resource Report
MAP LEGEND MAP INFORMATION
Area of Interest(AO1) IN Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) Stony Spot 1:20,000.
Soils al Very Stony Spot Please rely on the bar scale on each map sheet for map
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10

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: GEMCAP Development
Project Name for which flow is being requested: Paliouras Force Main Relocation
More than one FTSE may be required for a single project if the owner of the WIVTP 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: Not owner of WWTP
b. WWTP Facility Permit#: N/A
All flows are in MGD
c. WWTP facility's permitted flow N/A
d. Estimated obligated flow not yet tributary to the WWTP N/A
e. WWTP facility's actual avg. flow N/A
f. Total flow for this specific request .0050
g. Total actual and obligated flows to the facility N/A
h. Percent of permitted flow used N/A
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm/pt), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Paliouras DC WQ0037048 .086 .035 .004 .004 .008 .027
* 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): Town of Hillsbrough
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

•
III. Certification Statement:
t
I /1/i GAo /o S D. ) ii 0vr.-S certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible 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.
P / )-1—) TTT/
Signing Ofci I Signature Date
o)N5 /I�embQr rohoLkcCS n� er Pf Ses L�
Title of Signing Official
Page 2 of 6
FUSE 10-18

•
State of North Carolina
Department of Environmental Quality
' µ Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: GEMCAP Development
Project Name for which flow is being requested: Paliouras Force Main Relocation
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: Town of Hillsborough WWTP
b. WWTP Facility Permit#: NC0026433
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 0.483
e. WWTP facility's actual avg. flow 1.083
f. Total flow for this specific request .0050
g. Total actual and obligated flows to the facility 1.571
h. Percent of permitted flow used 52
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
E. Brady WQ0035536 1.584 .6336 .340 .1158 .4558 .1778
* 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): WWTP
Downstream Permit Number: As Above
Page 1 of 6
FTSE 10-18

. ,
PALIOURAS FORCE MAIN RELOCATION
AND PUMP STATION IMPROVEMENTS
GEMCAP DEVELOPMENT
HILLSBOROUGH , NC
SCHEDULE OF DRAWINGS
SHEET SHEET TITLE
. I I COVER VICINITY MAP AND SHEDULE OF DRAWINGS
I �, 1 1 III C-0.0 GENERAL NOTES, LEGEND & ABBREVIATIONS o
A. i,• .i 1 1 C-1.0 PLAN Sc PROFILE - PALIOURAS FMLi
�„> '\ .„, ,,,r1C-2.0 PALIOURAS PS IMPROVEMENTS a
NI* z'4 ', SD-1.0 STANDARD DETAILS D_
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/���IIA iQ1� in / IJ EVELOPMENT
VICINITY MAP db '6'44,
SCALE: 1"=500' t 41 0.[90ii(.,q
3 Pl., _ Highfill Infrastructure Engineering, P.C.
2703 Jones Franklin Road, Suite 201
/134361 Cory, NC 27518
3.11.1°". , HIGHFILL Tel [phone]
, 7N47NEE?:.4
NC Firm License No. C-2586
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SEX MR a/D IM6S vote MO pam
HIGHFILL PROJ. NO. GEM2201
MARCH 2023

GENFRAI NOTFS: 30. REPLACEMENT STORM DRAIN RCP IN NCDOT RIGHT-OF-WAY SHALL BE CLASS IV. EROSIONS^_TROL MAINTENAMCE PLAN LEG EN D
REPLACEMENT STORM DRAIN RCP IN CITY/COUNTY RIGHT-OF-WAYS SHALL BE IN
1. EXISTING SURVEY DATA PROVIDED BY MCADAMS FOR ENGINEERING PURPOSES ONLY. NOT ACCORDANCE WITH CITY/COUNTY STANDARDS SPECIFICATIONS. MINIMUM SIZE FOR 1. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH SIGNIFICANT
FOR RECORDATION. ELEVATIONS SHOWN ARE BASED ON NAVD88, HORIZONTAL DATUM IN REPLACEMENT OF DRIVEWAY PIPES SHALL BE 15". RAINFALL.ALL NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE AND
NAD83. EROSION.STRUCTURES AND MEASURES THAT SHALL BE INSPECTED INCLUDE: S960L( ) swim(EX.) DFSCPoPIION
31. RIP-RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE DIAMETER. o
2. BUILDING LOCATIONS ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES 2. SEEDING, FERTILIZING,AND MULCHING: SEEDED AREAS SHALL BE INSPECTED FOR FAILURE AND O ® NR RFI FACE VALVE ASSEMBLY
ONLY. NOT ALL BUILDINGS ARE SHOWN. TEMPORARY RIP-RAP SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED NECESSARY REPAIRS SHALL BE MADE WITHIN THE SAME SEASON.
BETWEEN THE SOIL AND STONE. I I
3. WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL,AND LOCAL CODES. NECESSARY 3. CONSTRUCTION ENTRANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR UT1UTY PEDESTAL(SIZE/SHAPE VARIES)
UCENSES AND PERMITS SHALL BE OBTAINED BY CONTRACTOR AT ITS EXPENSE. UNLESS 32. EMERGENCY VEHICLE ACCESS AND ACCESS TO FIRE HYDRANTS SHALL BE MAINTAINED AT SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH O ALL TIMES. RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN F3 TREE/SHRUB(CIA&TYPE SOMERMES
PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED IN THE CONTRACT DOCUMENTS. 2-INCH STONE AFTER EACH Sal j� {
33. ACCESS TO BUSINESS AND RESIDENTIAL SHALL BE MAINTAINED AT ALL TIMES. IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED.WASHED OR V r✓ NOTED) e
4. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL ASTRACKED ONTO PUBLIC ROADWAYS.
ALL PERMIT APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES. 34. BORE AND JACK PIT LOCATIONS MAY BE SHOWN ON THE PLANS AND MAY BE SHOWN WITH 0 0 SEWER CLEAN-OUT
DIMENSIONS.THE LOCATIONS AND DIMENSIONS SHOWN ARE TO CONVEY GENERAL INTENT OF 4. SILT FENCE: ANY FABRIC WHICH COLLAPSES,TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE WILL
5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD THE LAYOUT.CONTRACTOR SHALL SIZE AND LOCATE PITS AS REQUIRED FOR WORK AND BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITS BEHIND FENCE WHEN SEDIMENT
CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE WITHIN EASEMENTS AND RIGHTS OF WAY SHOWN. ACCUMULATES TO 6..
-IOU- - -lOU- -
CONTOUR
I 1 I IP,
CONTRACT DOCUMENTS.
5. SILT FENCE OUTLET: REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. REPLACE STONE +TOO +100 SPOT ELEVATION
6. DEVIATION FROM THE CONTRACT DOCUMENTS WITHOUT THE PRIOR WRITTEN CONSENT OF FRO`;ION CONTROL NOTES; AS NEEDED TO ENSURE DEWATERING. I i i n 2.,
THE OWNER OR THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE DEEMED
UNACCEPTABLE. 6. TREE PROTECTION: ANY FABRIC WHICH COLLAPSES.TEARS, DECOMPOSES, OR BECOMES INEFFECTIVE ‘._."..-/,‘._."..-/,‘._."‘._."..-/,-, CL
-/` - - WOODS LINE,CLEARING LIMIT
1. CONTRACTOR SHALL SCHEDULE AN ON-SITE MEETING WITH ENGINEER,CITY PROJECT WILL BE REPLACED IMMEDIATELY. �YYYI
CITY
7. AT LEAST FIVE BUSINESS DAYS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL MANAGER,AND BEG STORMWATER CONTROL INSPECTOR AS FOLLOWS: O CD SO SEWER&STORMWATER MANHOLE
NOTIFY ENGINEER AND APPLICABLE REGULATORY AGENCIES THAT HE IS PREPARED TO A. PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITY AND BEFORE INSTALLATION OF 7. ROCK CHECK DAMS AND ROCK PIPE INLET PROTECTION: INSPECT FOR SIGNIFICANT EROSION AROUND
COMMENCE. EROSION CONTROL MEASURES. THE EDGES AND BETWEEN DAMS. INSTALL PROTECTIVE RIP RAP LINERS IN PORTIONS OF THE
B BUTER PRIORIALLATION TO CLLEARING OF PAND GRADING.ERMANENT D TEMPORARY EROSION CONTROL MEASURES, CHANNEL WHERE EROSION OCCURS. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS EEO NI ® CATCH BASIN/GRILL BASIN
8. CONTRACTOR SHALL CALL NC ONE CALL FOR UTILITY LOCATIONS PRIOR TO DIGGING. C. AFTER SITE RESTORATION AND INSTALLATION OF PERMANENT EROSION CONTROL REQUIRED TO PREVENT DAMAGE TO CHANNEL VEGETATION.ADD STONES TO DAMS AS REQUIRED TO
9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH DUKE POWER. El MEASURES, INCLUDING GROUND COVER, BUT PRIOR TO FINAL COMPLETION. MAINTAIN DESIGN HEIGHT AND CROSS SECTION. WELL
SUPPORT EXISTING UTILITY POLES AS REQUIRED FOR EXCAVATION AND INSTALLATION OF THE 5. PER NPDES REQUIREMENTS, A RAIN GAUGE,SELF-INSPECTIONS RECORDS, PERMIT, AND 8. STOCKPILES: STOCKPILES SHALL BE CHECKED FOR SEDIMENTATION AND STABIUZATION.
WORK.COSTS OF SUCH WORK SHALL BE PAID BY CONTRACTOR. SALE PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING `a 01, POWER OR TELEPHONE POLE
INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT 9. CURB INLET PROTECTION: ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES.OR BECOME
10. BURIED TELEPHONE AND CAN CABLES (FIBER OPTICS AND CONVENTIONAL)ARE KNOWN TO INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSIT$FROM SACK WHEN HALF
VARY DUE TO INSTALLATION TECHNIQUES.CONTRACTOR SHALL COORDINATE WORK WITH THE BEGINNING OR ENTRANCE OF PROJECT. OF THE CAPACITY IS USED. (}- FIRE HYDRANT ASSEMBLY
I CONFLICTING TELEPHONE AND CAN CABLES AS INCLUDED IN THE PROJECT SCHEDULE AND 6. ALL EROSION CONTROL DEVICES SHALL CONFORM WITH THE NORTH CAROLINA EROSION
IT IS THE EXPUCIT RESPONSIBIUTY OF CONTRACTOR TO ASSURE THAT THE PROJECT AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND GENERAL PERMIT NCGO1. 10.WATTLE: THE CONTRACTOR SHALL MAINTAIN THE WATTLES UNTIL THE PROJECT IS ACCEPTED OR UNTIL N GATE VALVE
SCHEDULE INCLUDES THE NECESSARY COORDINATION. THE WATTLES ARE REMOVED.AND SHALL REMOVE AND DISPOSE OF SILT ACCUMULATIONS AT THE
7. THE ESCAPE OF SEDIMENT FROM THE SEWER LINE ALIGNMENT SHALL BE PREVENTED BY WATTLES WHEN SO DIRECTED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1630 OF THE
11. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES INSTALLATION OF NCDOT STANDARD SPECIFICATIONS. III 101 BALL VALVE
CONSTRUCTION.
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CO EROSION CONTROL MEASURES AND PRACTICES PRIOR TO
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY N 11.EROSION CONTROL MATTING: GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,AND EROSION rikj OBSERVATION, ELECTRONIC DEVICES, HAND DIGGING,AND BY PERSONAL CONTACT WITH THE 8. CONTRACTOR SHALL UTILIZE A SILT BAG TO DE-WATER TRENCHES AND PITS DURING MUST NOT OCCUR BENEATH THE RECP. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN ��� BUTTERFLY VALVE
UTILITY COMPANIES TO DETERMINE THE ACTUAL LOCATION OF ALL EXISTING UTILITIES IN AN CONSTRUCTION. CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO
EFFORT TO AVOID INFUCTING DAMAGE TO THOSE UTILITIES.THE CONTRACTOR SHALL BE POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. -I: -r - UNDERGROUND POWER
RESPONSIBLE FOR UTILITY RELOCATION COSTS IF REQUIRED FOR CONTRACTOR'S METHOD OF 9. CONTRACTOR SHALL USE EROSION CONTROL DEVICES SHOWN AND ANY ADDITIONAL DEVICES
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING NECESSARY TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. 12.DIVERSION DITCH: INSPECT FOR ANY EROSION ON THE RIDGE AND IN THE FLOW AREAS. REMOVE
FROM DAMAGE TO THE EXISTING UTILITIES ARISING FROM CONSTRUCTION OF THIS PROJECT. SEDIMENT WHEN SEDIMENT ACCUMULATES TO 4 -or-01r- OVERHEAD POWER ` 1O
SUCH COSTS INCLUDE LOSS OF UTIUTY REVENUES. IF NECESSARY,CONTRACTOR SHALL �%... 1Cgq-.4'
ARRANGE FOR RELOCATION OR TEMPORARY SUPPORT OF EXISTING UTILITIES SUCH AS 10. CO EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF 13 FABRIC INLET PROTECTION: ANY FABRIC WHICH COLLAPSES,TEARS, DECOMPOSES, OR BECOME .r ,� �' 4yf,-.7>CONSTRUCTION UNTIL THE COMPLETION ALL CONSTRUCTION ACTIVITIES AND ALL - - UNDERGROUND TELEPHONE
POLES, CONDUITS.CABLES,WATER AND SEWER MAINS, ETC. INEFFECTIVE WILL BE REPLACED IMMEDIATELY. REMOVE SEDIMENT DEPOSITES BEHIND FENCE WHEN . -
OISTURBED AREAS HAVE BEEN STABIUZED. SEDIMENT ACCUMULATES TO SIX INCHES. �!� E
OVERHEAD TELEPHONE - /13436)
12. CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE PROPERTY IRONS, MONUMENTS, Ti. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN DAYS -"- 1.1.1.2.23.: _
OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. OR AFTER EACH RAINFALL EVENT THAT EXCEEDS ONE INCH. DAMAGED OR INEFFECTIVE
PROPERTY IRONS, MONUMENTS,AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED DEVICES SHALL BE REPAIRED OR REPLACED,AS NECESSARY.ALL ESC MEASURES SHALL GAS UNE ... �..(Ao,i Y...:��BY THE CONTRACTOR SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR AT THE BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION PLANS. c „4T A�A``""�,.
CONTRACTOR'S EXPENSE. ABBRMATIONS p1, mum'
'-'-
WATER UNE e No nrzo
12. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND
13. CONTRACTOR SHALL CLEAR AND GRUB THE CONSTRUCTION CORRIDOR AND ALL UTIUTY SEDIMENTATION CONTROL MFACIIRES AND COMPETE THE FOLLOWING COMBINED AWWA-AMERICAN WATER WORKS ASSOCIATION
EASEMENT ONLY TO THE EXTENT REQUIRED FOR PERFORMANCE OF THE WORK. CONTRACTOR SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE CL - CENTERLINE SEWER UNE
SHALL MAKE EVERY EFFORT TO PROTECT TREES THAT WILL NOT BE REMOVED DURING HTTPS./(FILES NC.GOV/NCDFQ/ENERGY%2XMINERAL%20AND%2OLAND%90RESOURCES/ v
CONSTRUCTION. STORMWATER/NPDES7.20GENERAL%2OPERMITS/DEMLR-CSW-MONITORING-FORM-REV-AUGUST-
CB - CATCH BASIN
8-2019 PDF . TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT CMP - CORRUGATED METAL PIPE -"1-"'- SEWER FORCE MAIN
14. CONTRACTOR ACTMTY SHALL BE LIMITED TO STREET RIGHTS-OF-WAY AND CITY/COUNTY ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE CONC - CONCRETE
EASEMENTS. KEPT IN A PERMITS BOX. CPP -CORRUGATED PLASTIC PIPE STORMWATER PIPE
15. CONTRACTOR SHALL MAINTAIN INGRESS/EGRESS TO EACH PROPERTY AT ALL TIMES. WHEN 13. TEMPORARY STABIUZATION SHALL BE PROVIDED AT THE END OF EACH WORK DAY TO CT - COURT
USED, BYPASS PIPING SHALL NOT PROHIBIT ACCESS TO PROPERTIES. PROVIDE DISTURBED AREAS. DI - DUCTILE IRON -rA-A.- UNDERGROUND FIBER OPTIC ONE
FLOW-THROUGH ROAD RAMPS AT ROAD CROSSINGS AND DRIVEWAYS, WHEN NEEDED. DIP - DUCTILE IRON PIPE
14. CONTRACTOR SHALL SEED, FERTILIZE,AND MULCH ALL DISTURBED AREAS WITHIN 14 DR - DRIVE -*-! SILT FENCE HIGHFILL
16. CONTRACTOR SHALL RESTORE/REPLACE ALL DISTURBED SIGNS, MAILBOXES, STORM DRAINS, CALENDAR DAYS, OR SOONER AS OUTLINED BY NPDES GROUND STABILIZATION TABLE EX - EXISTING
ETC.TO ORIGINAL CONDITION AND LOCATION AS SOON AS THE CONSTRUCTION PROGRESSES LOCATED ON ED-2.0. FOR ANY CRITICAL AREA OR AREAS WITH A SLOPE GREATER THAN EOP - EDGE OF PAVEMENT INFRASTRUCTURE
BEYOND THAT LOCATION. IN NO CIRCUMSTANCES SHALL POSTAL SERVICE BE INTERRUPTED 2:1, ROLLED EROSION CONTROL PRODUCTS SHALL BE UTILIZED TO AID IN SURFACE FM - FORCE MAIN CENTERLINE OF DITCH OR CREEK ENGINEERING,P.C.
TO PROPERTIES ALONG THE CONSTRUCTION CORRIDOR. STABILIZATION.CRITICAL AREAS SUCH AS STEEP SLOPES, WETLANDS OR FLOOD AREAS GV- GATE VALVE
SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF PIPE INSTALLATION.
' 17. ALL ROADSIDE DITCHES DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ADDITIONALLY, CONTRACTOR SHALL IMMEDIATELY STABILIZE GRADING CUT SECTIONS SHOWN HDPE - HIGH DENSITY POLYETHYLENE -'-'- -'-'- FENCE
' PRE-CONSTRUCTION CONDITION OR BETTER AND STABIUZED WITH STRAW AND NET MATTING ON 5S-1.4 UPON COMPETITION OF GRADING ACTIVITIES. INV- INVERT 2703 Jonas FIenI4i1 Re,Ste pt
UNLESS OTHERWISE INDICATED. IP - IRON PIPE - "- PROPERTY UNE Cary,NC 2751E
15. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ENTRANCE AND ADDITIONAL EROSION LSE - LANDSCAPE EASEMENT TN 919487-43/2
18. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO PERFORM THE CONTROL DEVICES AS NEEDED, TO BE IMMEDIATELY INSTALLED, FOR ANY MATERIAL LAY LF - LINEAR FEET - - PERMANENT EASEMENT OR R/w WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DOWN, STAGING AREA, EXCAVATED MATERIAL STORAGE OR ANY OTHER AREAS DISTURBED BY wyw,hiepU.con
DISPOSED OF OFF SITE. NO BURNING WILL BE ALLOWED. ANY OFF-SITE BORROW AND CONSTRUCTION. LO.D - LIMITS OF DISTURBANCE
F4m Ucenee No.C-2586
WASTE UIR D FOR THIS PROJECT MUST COME FROM A SITE WIN AN APPROVED EROSION MIN -MINIMUMIC PIPE INLET PROTECTION
CONTROL PLAN,A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL 16. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE MA - MANHOLE
REGULATED BY THE DIVISION OF SOUD WASTE MANAGEMENT.TRASH/DEBRIS FROM THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL MJ - MECHANICAL JOINT
DEMOUTION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL. WITHIN 7 OR CHECK DAM Engineering lsowpon.
AT A FACILITY REGULATED BY THE DMSION OF SOLID WASTE MANAGEMENT OR PER DMSION 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,BE PLANTED OR NIC - NOT IN CONTRACT SI'IAx is our
OF SOLID WASTE MANAGEMENT OF DMSION OF WATER RESOURCES RULES AND OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR STRUCTURES OC - ON CENTEREl INLET PROTECTION
REGULATIONS. (15A NCAC 4B .0110) SUFFICIENT TO RESTRAIN EROSION. TUTS - NOT TO SCALE
(
17. UPON STABILIZATION OF THE CONSTRUCTION CORRIDOR AND APPROVAL BY ENGINEER, PE - PLAIN END WATTLE
19. RELATIONSHIP OF SANITARY SEWER TO EXISTING UTIUTIES (15A NCAC 02T .0305) CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF EROSION CONTROL DEVICES. PJ - PUSH-ON JOINT
PL- PROPERTY
A)S SIT S.
SEWER SHALL MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM STORM 18. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 PP - POWER POLE LINE
I I STRUCTURE OUTUNE 00
SB) SANITARY SEWER SHALL MAINTAIN MINIMUM VERTICAL SEPARATION OF 18" FROM WATER ER
WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS SHORTER) PSI - POUNDS PER SQUARE INCH o Z
FOLLOWING COMPLETION OF CONSTRUCTION. PV- PLUG VALVE A TEMPORARY BENCH MARK Z MAINS,OR A HORIZONTAL MINIMUM SEPARATION OF 10'. Q
17-7
19. ALONG STREAMBANKS AND/OR WITHIN 10 FEET OF THE ORDINARY WATER LEVEL FOR PVC - POLYVINYL CHLORIDE 1�7
Z
20. CONTRACTOR SHALL CONFINE WORK HOURS FROM 7:00 AM TO 6:00 PM MONDAY THROUGH LARGE CHANNELS.VEGETATION MAY BE CUT TO GROUND LEVEL DURING THE CLEARING PVMT- PAVEMENT ® X WATER METER Q
FRIDAY UNLESS APPROVED BY OWNER. PHASE OF THE PROJECT; HOWEVER, NO GRUBBING OR SOIL DISTURBANCE SHALL OCCUR R/W or ROW- RIGHT-OF-WAY IG�'' 0 - W
WITHIN THE CORRIDOR UNTIL IMMEDIATELY PRIOR TO PIPE INSTALLATION AND THEN ALL R or RAD - RADIUS O BORE AND JACK OR PIPE
21. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL TIMES WORK SHALL CONTINUE IN THE LOCATION UNTIL COMPLETE AND RE-STABILIZED. INSERTION OR RECEIVING PIT Q Z M
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS. RCP - REINFORCED CONCRETE PIPE tT]
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN REQ'D - REQUIRED * UGHT POLE U M m
AS NECESSARY TO ENSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN RD - ROAD 0 j Z Q
THE CONSTRUCTION WORK.CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE RJ - RESTRAINED JOINT �p PROPERTY OR R/W MONUMENT 0 w
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"(MUTCD) AS SUPPLEMENTED BY THE STA- STATIONLLJ Z
NCDOT. M SR - SECONDARY ROAD(STATE) < GUY WIRE Z�0-0= p
22. CONTRACTOR SHALL NOTIFY HOME AND BUSINESS OWNERS IN WRITING AT LEAST 7 DAYS THK - THICK
PRIOR TO CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THE VICINITY TOS -TOP OF SLAB
w0 Z
OF THEIR PROPERTY. SIGN Q 0 W
TS&V -TAPPING SLEEVE AND VALVE ZOO 0
23. IF CITY OR STATE DOT ALLOWS EXCAVATED MATERIAL STORAGE ON PAVEMENT,A LAYER OF TYP. -TYPICAL
BORE&JACK O O-UT W
COARSE SAND,SCREENINGS OR ACCEPTABLE ALTERNATIVE SHALL BE PLACED ON THE U/G - UNDERGROUND I I W-<UT _I
PAVEMENTPRIOR TO DEPOSITION OF EXCAVATED MATERIAL. CLEANUP OF ROADWAYS MUST U.N.O. - UNLESS NOTED OTHERWISE -
I
OCCUR IMMEDIATELY AFTER UNE INSTALLATION.
❑ MAILBOX Q J
UT- UNDERGROUND TELEPHONE O N cD Ed
24. LANE CLOSURES OR CONSTRUCTION SHALL NOT OCCUR ON OPPOSITE SIDES OF A STREET W/ - WITH TEMPORARY CONSTRUCTION EASEMENT OR INTERSECTION SIMULTANEOUSLY. WL -WATER LINE ---- - -- - O
Z
WWF -WELDED WIRE FABRIC OR FENCE - (/)C-..
25. ALL TRAFFIC SHALL BE RESTORED TO TWO-WAY TRAFFIC AT THE END OF EACH WORK DAY. n WETLANDS BOUNDARY Q
�or LB- POUND$ -. -,ar-
26. PAVEMENT CUTS SHALL BE SAW CUT ALONG A STRAIGHT CONTINUOUS EDGE. 5/SO-I - DETAIL CROSS-REFERENCE(DETAIL 5 ON D Q __ISHEET SD-1 IN THIS EXAMPLE) SUBSURFACE TEST BORE O
27. TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH EXCAVATION LIMITS" CC
LJJ
AS SHOWN ON THE DRAWINGS. X ITEM TO BE REMOVED Q Z
a_ LLJ
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28. CONTRACTOR SHALL FURNISH AND INSTALL SHEETING REQUIRED FOR THE INSTALLATION OF y 7 ASPHALT/CONCRETE
0
THE UTILITY. EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED EASEMENT AND I���/I REMOVAL AND RESTORATION
RIGHT-OF-WAY WIDTHS. EXCAVATION WITH PAVED AREAS SHALL BE KEPT TO A MINIMUM.
SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES. ����� EROSION CONTROL MATTING
29. TRAFFIC ISLANDS. CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE FIRST
EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL WIDTH. ® HORIZONTAL DIRECTIONAL DRILL PROJECT NO.
TRAFFIC ISLANDS, CURBS.AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING. GEM22O1
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1. INSTALL ALL PIPES, FITTINGS AND APPURTENANCES,AS SHOWN ON o 0
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I 3. TURN OFF PAUOURAS PUMP STATION. a
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4. THROUGH PUMP AND HAUL OPERATIONS, MAINTAIN LEVEL IN WETWELL
1 I SO THAT IT REMAINS BELOW THE INFLUENT GRAVITY PIPE. COORDINATE
WITH TOWN OF FLOW TRIBUTARY
TO DETERMINE DISCHARGE MANHOLE.
•
AVERAGE DAILY FLOW TRIBUTARY TO THE PS IS ESTIMATED TO BE
CONNECT TO IX. FM I I `" 111
CONNECT TO IX. FM 3,750 GPO WITH A PEAK FLOW OF 9,735 GPD.
SEE NOTE 4 5. WHILE PUMP AND HAUL OPERATIONS ARE TAKING PLACE, DEMO
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INFRASTRUCTURE
ENGINEERING,P.C.
(IN FEET)
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2709 Jaw FmMin Rd.Ste 201
Cary,NC 27518
Tel [phone]
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1111
1 1 1 1 , 0
NOTES- 1 1 1
1. FOR WORK IN THE WET WELL, PLUG DOWNSTREAM SANITARY SEWER IN
...^
� * UPSTREAM MANHOLE AND PUMP AND HAUL FROM MANHOLE.AVERAGE
DAILY FLOW TRIBUTARY TO THE PS IS ESTIMATED TO BE 3,750 GPO
./ \ WITH A PEAK FLOW OF 9,735 GPD.
2. PRIOR TO ORDERING GRINDER ASSEMBLY,CONTRACTOR TO VERIFY INSTALL 4"DIA WETWELL VENT PIPE. m' ./ - �\ DIMENSION OF HATCH TO CONFIRM ADEQUATE SPACE FOR GRINDER 4'DIA WALL PIPE(FLxfL) WI/4" n
,� REMOVAL. ADJUST GUIDERAIL DEPTH FROM WALL AS NEEDED. FLANGED GOOSENECK.VENT SHALL 1/ -c`•_'f-'. '\ 3. COORDINATE WITH SMITH AND LOVELESS FOR THE REPLACEMENT HATCH. BE PROVIDED W/SS INSECT SCREEN. 1 1 "'4. SAW CUTS TO CONCRETE SHALL BE CLEAN AND SQUARE. CONCRETE 1 i 1
/y --'�:=--`•''•-r- SHALL BE 3,000 PSI. �` -
EX. 8"PVC -..-•....�..,: :-:::. qq GRAVITY SEWER /� = '"+_�� VOID W/NON-SHRINKING GROUT S
•1 - 'i .'•f',- \ INSTALL HATCH TO MATCH CORE DRILL MANHOLE AND FILL
/� _ _ • :74:`r,E. '\ EX. OPENING W/ SINGLE HINGE.
SEE NOTE 3 II
VOGELSMIG%RIPPER
..
•
•
/• - - _ T-r.• _ +\ XRC100-3200D GRINDER
{. ..; ::��_ , ; it 3
•
.....,.5,...... •
/' EX.ITRI:E
KAl
•
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. .
...,.,. EXITVELESS PACKAGED
4%SS GRINDER CONTROL PANEL - SUCTION-LIFT LOVELESS
GRAVITY SEWER ` PS
-
/• Y i
\ �! !? '\ EJC.TRANSFORMER - .. .,r
Z GRINDER pll x
SG Z sP _ J .• `{r` - - \f\ _ -•' E%. 5' DIA CONCRETE WET WELL
/ REMOVE EX. HATCHES, �� ti/4'DI VENT PIPE - - • - `e *\
HINGE,AND VENT PIPE 'Ss:(",✓ -
x'Z EX. WET WELL
�'\ , s' a\ EX.GENERATOR ri. PLAN — WET WELL
REMOVE AND REPLACE _ •
q SCALE 1/2" = 1'
REMOVE EX.VENT t CONCRETE TO THE EXTENT - --_ \ 'p1
+\ k- /7 NECESSARY TO INSTALL ' . ``�,.ice,.. �y;
S CONDUIT. SEE NOTE 4 - _ +\ �Qy, ,9',
�3.s,.ze •
` F4nNRQ.
EX. 16'WIDE DUAL LEAF y1 \ /' d�
/j EX. SMITH & LOVELESS PACKAGED
Lx /' SUCTION-LIFT PS
\ /4 INSTALL 4"DI WETWELL VENT PIPE. HATCH
/' 4"DI WALL PIPE(FLxPE) WI/4"
+N ; /. FLANGED GOOSENECK.VENT SHALL
BE PROVIDED W/SS INSECT
/' SCREEN. VENT PIPE SHOWN HERE
/� FOR INFORMATIONAL PURPOSE ONLY. HIGHFILL
* SEE DETAIL 2 ABOVE FOR CORRECT
A.
j ORIENTATION.
\ /'� /' 1* ` .. - a;'�-, INFRASTRUCTURE
11 1 ` ENGINEERING,P.C.
\ �� /'/ -11=III -III II_I�:" - :-x/ /✓\/��K. /�\
'\ / 1�111�1 1 \.II -%//>\//���/�\�:\\' 2703 Jars Fr RE.Ste 201
{\ /40 /* J'+, /-EX. 3"FM Cary.NC 27518
/ EX. 3" PVC FM �` •- Tel B164A7�312
m•\ /i° /' - Ann License No.C-2566
40 \\' ./4 4"(RJ) DIA 90' BEND //
CORE NEW PENETRATION FOR VENT PIPE.J '• &wavering ou'P *io+.
FILL VOID W/NON-SHRINK GROUT. - - - Service tr our passim.
;A
EX. 5' DIA CONCRETE WET WELL _i
GRAPHIC SCALE \ �.'_
(1- PUMP STATION SITE PLAN l/ryJp) 5 0 2.5 5 10 100 -
SCALE. 1" = 5' v✓ MOUNT GRINDER GUIDERAIL Z
AND GRINDER IN ACCORDANCE _
1 Inch FEET)tt. W/ MANUFACTURER `•.! - ES.SUCTION PIPS Q
RECOMMENDATIONS. GRINDER _-- Z
AND GUIDERAIL SHALL BE 0 Z Z '
PROVIDED BY SAME SUPPLIER -
ELECTRICAL NOES-
Q W W
' 1. ELECTRICAL CONTRACTOR TO FINISH ALL LABOR,MATERIALS, EQUIPMENT ��.
U> >
AND INCIDENTALS REQUIRED TO INSTALL AND TEST, COMPLETE AND _ -I W w W
READY FOR OPERATION ALL ELECTRICAL WORK AS SPECIFIED AND AS .„_ I j w 0
SHOWN ON THE CONTRACT DRAWINGS, UNLESS OTHERWISE INDICATED. VOGELSANG %RIPPER�'•- W'a,O Z W'2. ALL ELECTRICAL DEVICES, MATERIAL FIXTURES, EQUIPMENTS AND %RC100-3200D GRINDER \-\ -� • W 02 Cl-
FEEDERS
TO BE NEW, U.L. USTED AND INSTALLED IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS,THE MANUFACTURER'S .I !1 Z�_W j
RECOMMENDED INSTALLATION PROCEDURES.ALL APPLICABLE LOCAL AND - `, Q O —
STATE CODES, AMERICAN DISABILITIES ACT,AND THE LATEST EDITION OF :t LU Z p CK
0 0
THE NATIONAL ELECTRICAL CODE. E%. 8"GRAVITY SEWER
3. THE CONTRACTOR IS TO PROTECT EXISTING UNDERGROUND UTIUTIES .• •..` W Q a m d
DURING CONSTRUCTION. •
I (J I—U
4. ALL STAINLESSS STEEL IDENTIFYING LABELS ATTACHEDE TO BE LOCKABLE AND NEMA 4 WITH TSTAINLE SED.TAINLESS STEEL
S HAVE i Fa-w= Q
SCREWS. (n CD IX I
5. ENCLOSURES ARE TO BE MOUNTED TO ALUMINUM BACKING PLATE WITH I�� W• O
—
NYLON SPACERS de STAINLESS STEEL NUTS, BOLTS&WASHERS. d
6. MEYERS HUBS ARE TO BE USED AT ALL PANEL CONNECTIONS. Q J
7. NON-HARDENING DUCT SEAL COMPOUND IS TO BE USED TO SEAL THE j D a,
CONDUIT ENTERING MOTOR DISCONNECTS, CONTROL PANELS,AND
JUNCTION BOXES FROM VAULT TO PREVENT MIGRATION OF MOISTURE
OR WET WELL GASES INTO THE EQUIPMENT.
8. ALL ABOVE GRADE CONDUITS ARE TO BE PVC COATED GALVANIZED J
RIGID STEEL. BELOW GRADE CONDUITS ARE TO BE SCHEDULE 80 PVC. -• 'i:- Q
UNDERGROUND MARKING TAPE FOR UNDERGROUND RACEWAYS SHALL
BE METALLIC DETECTABLE WARNING TAPE.
SECTION — WET WELL PROJECT"°
GEM2201
SCALE 1/2" = 1'
C-2.0

E
•
ao Es WATERSEWER SEPARATION PREFERENCE
EVENT TED MINIMUM SEPARATION CANNOT BE DET.
STUMP...RIDDING OR DuCTLE IRON PPE MID, -
PPE SANITARY DRAW,
MAIN
FORCE IA..
NsmATm OVERSEWUHICu4TNON RECLAIMED WATER
IAMB WAIEWSEMER SEPARATION ARTUDIATNE
VERTICAL DEPATUTION Or IS NCI.ORAN/0.M
HORIZONTAL SEPARATION Of INFEST N Ole EVENT
FINISHED GRACE
IOW MINIM.SEPARATION CANNOT BENUE..
AwR NATIWS TWA MR IN ISANC.MAMAIN wATERww -�-
MON WINCHES COVER FROM IDNAL GrUCE TOR
DUCTILE IRON PIPE DEDDINO TO DEvELOP DEW.
SUPPOR
NG DIRE..IN
RE
DED WHERE
SEWERS RE SUBJECT TO TRAFFIC Pnc N ROLO D DE A IDTMAID OP' -R.,-Al' ruw
FEET HORUON,AI.r IRON MT WATER.. =�I=1
6. TREK SOIMPATIOND MIRROR STATE MIDTOWN CORER unuTvsEPANAmNS FROM WATER MANS
li.STATE OR TOWN TM DAM,
FINISHED Am
. DE MORE THEvw T PRE S NAH
ODERNMOVAL eiAII II I=II=II l
OIMER uTILITWS ELECTRIC.
Pwrc. EXCEPT roSEWER,
WATER MAN KPK
KPK
rev Tama. eme a.
Town Ili
UTILITY SEPARATION
Hills r' 4gh
PO Box 429 scale NTS drawing no.i G-01
101 East Orange Street dote JUNE 2012
Hillsborough,North Carolina 27278
919.732.1270 BPPl000d ,Re.,E
Wan ND..
H
J('
x. p e� HORIZONTAL ANCHOR DIMENSIONS FOR AVERAGE SOIL
/ �I CONDITIONS
'� UP TO ISP5.I.WORKING PRESSURE
I—I\\/�It` /q OM I��I EMI PIff TEE OR TAP 9P BEND 45'BEND 2212'BETA 111M'BEND
l L�'-'p�o�aD ■ '? e� SLEEVE
A / '' ` UNDISTURBED I11 ' N L HE N L NE H L
rL J 59{ ffr44!B
✓ VW re- rr 2Lr rr w• VET rr TV DOT
HORIZONTAL DENO PIA' TEERAPPING PLAN r I'r TO 1•4. 7r 1'4. 1•r OW rr rr 1•r
✓ 14' rr 11r o'o' 14' Pr 1•r 1•r TT 1•r
1r 1'r 3.5' 1•r 34• 1•r rr 74. r.r rr re.
uNDISnaBED
• UNDISTURBED SOIL IT Tr 4'0 rr 4•4. Tr zr re. rr 1•r rS
SOIL T 14. rr 4'r r 74. 4• rr rr 1•r 1•r 1•r 1'r
• g1. git
IN \� r f N 1r re. rr zr Sr rr Sr rr zr rr re.
1r TO rr rr VW SLIT SW re. Tr I'r 1'LT
SECTION AA SECTION 69 Br Tr rr rJ' rr 3w rr rr rr rr TOE
UNDISTURBED 2r 4'r rr '4•0. NY' 4'4. 44• rr rr 2'-7 rr
SOL
TTT�$��L1 it rr 1Dr rr 18r rr rr rr rr TO rr
`1\/ II -� `®mI= 47 TO. 14'r Tr 14'r Tr Tr rr rr • •
1 Rom' 4r rr 16.4. rr ter VW re* Tr OW • •
PLUG'CAP PLAN SECTION CO
NOTE --S: KPK
1. SEE CHART HORIZONTAL ANCHOR DIMENSIONS-.USE KPK
I
WITH CHART UP TO 150 PSI WORKING PRESSURE. WOO or
TOWp IT
` THRUST BLOCKING
fps i'''''',1"Igh
PO Box 429 scale NTS drawing r10.I WS-02
101 East Orange Street
Hillsborough,North Carolina 27278 data DUNE 2012
919.732.1270 approved ;.,,.'•.R...E
F.-. I
riiiAlriiirra7iuLC wrtivn.Waal NMDTVIREDMIDORMLIECTURFACE
• r N.C.%mows
E 'Iwo.TNT DEDWOR M.OWE
COMM
ION.,MO.. ,Nryµ q r:TXI4 MINC.a.pc AMRnc®w N
IMDCNEN Are
� We,N
+MR :ui i✓
tr - Y M tr
x DATED.CD SELEcT NtE WER nUF BYLEP ECwG*Oe I // MODAL �
ir
PeriPWATOND/ / II
✓✓/ mNcln Rw,W e>tim
reoPReCTOM
METLLICM / METALLIC WRING
Imurk..
PRA.RACWILL AND RESTORATION ARAL MORRILL AND RESTORAPION FINAL SNOW...ND REWORATI.
IN UNPAVED AREAS IN DRIVEWAYS I IN OW STREETS
uaTAA L 4wouwTAA
a OMNI , - O uwI .I�IEIO
_ I NAIER o EE
ND N AOOEORTE r - r«r. NL f H.wHcwo
Ir e DM OE
O w OaEO MwL DwN
cuESARF DOID AB REWIRED
_ n,r�.I<:11)/X$figii C"i''Iww .e_ 4 _. . Luc,
worsTuReso EARTH
i pre
\ N WARE SOL camnre PAVEMENT
IN eTAaLEeo.CIrN= \ N I, Ra ' IRRBRENE0 EARTH IN D.o.E ROD CoNcolow
PVC PPE EMBEDMENTuul-*LE IRON PIPE EraEOLeNr KPK
NMI 1
I.REFERENCE TOR cow McmR Yew P0R STREW EDAD4PAWEN..M w Rr TEniTErwrowrm.*eNrMa um rrcuoTlvwrRon _..T KPK. _
. NnNTDor.NNLLNorco.TWANr Rpys...re TwN P NaIM Aw Fru cs naMArw.wo.. Im amp,a„ amid cal.
Tor TT, TRENCH DETAILS
Hills 4?'-I`{;gh
PO Box 429 scale NTS drawing nO.WS-03
101 East Orange Street dale JUNE 2012
Hillsborough,North Carolina 27278
919.732.1270 approved R.l...P.R.H.E . Ew
L _
•
PALIOURAS FORCE MAIN RELOCATION AND ,g' tj
Z
NNINI„
PUMP STATION IMPROVEMENTS . gg „�,2 , ""
N m GEMCAP DEVELOPMENT 9 m S zno _
7 K HILLSBOROUGH, NC R a 'g z a, mom= '!" a= ----
m
s
it,'
-
b 0 STANDARD DETAILS o ,! R P2,— g i Fn "•
mm CrII' 3/29/23 FOR CONSTRUCTION JV
a- try nll,,,,,0e \' D
DATE REVISION BY
PLOT DATE:3/29/2023

•
III. Certification Statement:
I K. Marie Strandwitz, 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 II 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.
3/18/2022
Signing O icial Signature Date
Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-18