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WQCS00363_Renewal (Application)_20231018
ROY COOPERS - Governor p C ELIZABETH S.BISER ^°Or. uw Secretary _ RICHARD E.ROGERS,JR. NORTH CAROLINA Director Environmental Quality October 18, 2023 City of Trinity Attn: Stevie L. Cox, City Manager PO Box 50 Trinity, NC 27370 Subject: Permit Renewal Application No. WQCS00363 Trinity Collection System Randolph County Dear Applicant: The Water Quality Permitting Section acknowledges the October 18, 2023 receipt of your permit renewal 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-quidance/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 Thedfor• Administrative Assistant Water Quality Permitting Section ec: WQPS Laserfiche File w/application =p North Carolina Dep art mem of Environmemal Quality Division of Water Resources Winston-Salem Regional Office 450 West Haves MITI Road.Suite 300 I Winston-Saem North Carolina 27105 n:.r* D 336 776 9800 DAVIS • MARTIN • POWELL dffn ENGINEERS & SURVEYORS October 16, 2023 Re: City of Trinity Wastewater Collection System Renewal DMP Project 230044 Existing Permit WQCS00363RECEIVED NCDEQ-PWS Water Quality Permit Unit OCT 18 2023 Municipal Permit Unit 512 N. Salisbury St. Suite 925 NCDEQIDWR/NPDES Raleigh, NC 27604 On behalf of the City of Trinity, we are enclosing the following information in regard to the referenced collection system permit renewal: • Permit Renewal Application • 2023 Updated Trinity Pump Stations • High Priority Sewer Line • Capital Improvement Plan including CIP, annual budget, and response/contingency plan • Overall Collection System Map • Sub-Basin Collection System Maps We hope this information is sufficient for renewal of the City of Trinity Collection System Permit. If you have any questions, please let us know. Sincerely, DAVIS • MARTIN • POWELL&A 0 si 4 .‘ dy L. McNei , E RM/dd Cc: Rodney Johnson Stevie Cox P:\2023\2300441 DocINCDEQ-PWS-System Permit Renewal.docx T:336-886-4821 • F:336-886-4458 • License: F-0245 6415 Old Plank Road, High Point, NC 27265 •www.dmp-inc.com 1 r Trinity Pump Stations- Updated August 2023 Current PS ID Name Year Basin Capacity Type HP VFD Gen Size Wet Well Transfers Installed GPM KW Dia FT Flows To Comment STEEPLEGATE PS 2002 S 500 Large Fixed Speed Duplex 50 No 200 10 Thomasville Passes flow through meter at Sunset Drive PIKE STREET PS 2006 P 180 Small Series Connected Duplex 27 No 150 8 Steeplegate PS Two sets of series connected pumps DARR ROAD PS 2007 D 200 Small Fixed Speed Duplex 14 No 60 6 Archdale No meter flows based on pump run times TWINWOOD PS 2008 T 400 Large Variable Speed Duplex 115 Yes 400 10 Steeplegate PS VFD provides flows up to 900 GPM WELBORN PS 2008 W 185 Small Fixed Speed Duplex 17 No 60 6 Twinwood PS Pumps to Twinwood gravity WHEATMORE PS 2009 WM 320 Medium Series Connected Duplex 40 No 200 8 Steeplegate PS Two sets of series connected pumps MORGAN ROAD PS 2010 M 350 Large Variable Speed Duplex 84 Yes 350 10 Twinwood PS VFD provides flows up to 800 GPM LAKEWOOD PS 2010 L 180 Small Fixed Speed Duplex 25 No 75 6 Steeplegate PS Pumps to Steeplegate gravity TRINITY FURNITURE PS 2011 TF 180 Small Fixed Speed Duplex 30 No 80 6 Wheatmore PS Pumps to Wheatmore PS RONNIEDALE PS 2014 R 250 Small Fixed Speed Duplex 40 No 80 6 Morgan PS Pumps to Morgan gravity TURNPIPE IND. PARK PS 2018 TIP 200 Small Fixed Speed Duplex 30 No 70 6 Thomasville Passes flow through meter at Turnpike Ct Overall Flow Pattern Darr PS pumps to Archdale gravity Ronniedale PS pumps to Morgan PS which pumps to Twinwood PS which pumps to Steeplegate gravity Welborn PS pumps to Twinwood PS which pumps to Steeplegate gravity Trinity Furniture PS pumps to Wheatmore PS which pumps to Steeplegate gravity Lakewood PS pumps to Steeplegate gravity Pike St PS pumps to Steeplegate gravity Turnpike Ind Park PS pumps to Thomasville gravity Steeplegate PS pumps to Thomasville gravity- Design underway to increase PS capacity and to divert flow to High Point thru a new 12" FM at a design pump rate of 1181 gpm or 1.7 mgd firm capacity State of North Carolina DWR Department of Environmental Quality Division of Water Resources 15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS 'Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant Division Policies. Failure to submit all required items will necessitate additional processing and review time. For more information, visit the System-wide Collection System Permitting website: General — When submitting an application to the Municipal Permitting Unit, 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. The Applicant shall submit one original and one copy of the application and supporting documentation. The copy may be submitted in digital format. A. Cover Letter ® Submit a cover letter listingall items and attachments included in thepermit application g acka e P B. No Application Fee Required > No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit > The appropriate annual fee for systemwide wastewater collection system permits may be found at: > Annual Non-Discharge Fees C. System-Wide Wastewater Collection System(FORM: CSA 04-16)Application: ® Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04- 16) application. Any unauthorized content changes to this form shall result in the application package being returned. If necessary for clarity or due to space restrictions,attachments to the application may be made,as long as the attachments are numbered to correspond to the section and item to which they refer. ❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the wastewater collection system,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. ❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for business with the North Carolina Secretary of State. D. General Information: > The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page 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). > NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule, unless they are formally delegated. INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5 E. Summary of Attachments Required: • Instruction A: Cover Letter ® Instruction C: Application ❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary) ❑ Instruction D: Delegation Letter (If necessary for signing official) Section IV.3 Pump Station List El Section IV.4 High Priority Lines List ❑ Section V.4 Annual Budget for Collection System(Updated and Approved) ❑ Section V.6 Capital.Improvement Plan (Updated and Approved) ❑ Section VI. 2 Response Action Plan O Section VI.4 Contingency Plan Section VI.6 Comprehensive Collection System Map ❑ Section VII Note Any Potential Compliance Issues THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND MATERIALS,SHOULD BE SENT TO: NCDEQ-DWR Water Quality Permitting Section MUNICIPAL PERMITTING UNIT By U.S.Postal Service: By Courier/Special Delivery: 1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925 RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604 TELEPHONE NUMBER: (919) 707-3601 TELEPHONE NUMBER: (919)707-3601 INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 2 of 5 I. APPLICANT INFORMATION: 1. Applicant's name(Municipality,Public Utility,etc): City of Trinity 2. Facility Information: Name: Trinity Collection System Permit No.: WQCS00363 3. Applicant type: ®Municipal El State ❑Privately-Owned Public Utility ❑County ❑Other: 4. Signature authority's name: Stevie L.Cox per 15A NCAC 02T.0106(b) Title:City Manager 5. Applicant's mailing address:PO box 50 City:Trinity State:NC Zip:27370- 6. Applicant's contact information: Phone number:(336)431-2841 Fax number:(336)431-5079 Email address:citymanager0,trinity-nc.gov II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name:Andy Larrick 2. Title/Affiliation:Vice President 3. Contact's mailing address: 6415 Old Plank Road 4. City:High Point State:NC Zip:27265- 5. Contact's information: Phone number:(336)886-4821 Fax number:(336)886-4458 Email address: ala►rick@dmp-inc.com III. GENERAL REQUIREMENTS: 1. New Permit or Premit Renewal? ❑New ®Renewal 2. County System is located in: Randolph County 3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system: Owner(s)&Name(s):City of Thomasville—Hamby Creek WWTF 6.0 MGD capacity 4. WWTF Permit Number(s): NC0024112 5. What is the wastewater type? 100%Domestic or %Industrial(See I5A NCAC 02T.0103(201) y Is there a Pretreatment Program in effect?El Yes or®No 6. Wastewater flow:0.230 MGD(Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants: flow agreement with Thomasville 1.1 MGD 8. Explain how the wastewater flow was determined: El 15A NCAC 02T.0114 or®Representative Data 9. Population served by the collection system: 5000 IV. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description Approx Length Gravity Sewer 50(miles) Force Main 11 (miles) Vacuum Sewer N/A Pressure Sewer N/A APPLICATION CSA 04-16 Page 3 of 5 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations(Serving Single Building) N/A Simplex Pump Stations(Serving Multiple Buildings) N/A Duplex Pump Stations 11 3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following information: ➢ Pump Station Name ➢ Physical Location ➢ Alarm Type(i.e.audible,visual,telemehy,SCADA) ➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service) ➢ Reliability Source(permanent/portable generator,portable pumps) ➢ Capacity of Station(Pump Station Capacity in GPM) 4. Submit a list of all high priority lines according per I 5A NCAC 02T .0402(2)known to exist in the collection system. Head the list with"Attachment A for Condition V(4)"and include the system name. ➢ Use the same line identification regularly used by the applicant ➢ Indicate type of high priority line(i.e. aerial),material and general location V. COLLECTION SYSTEM ADMINISTRATION: 1. Provide a brief description of the organizational structure that is responsible for management,operation and maintenance of the collection system. City of Trinity management staff,pubic works staff(PWD,Orc,Backup ORC,maintenance personel 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.020 1 Main ORC Name: Rodney Johnson Certification Number: 1006569 Back-Up ORC Name: Gregory Cooper Certification Number: 1012269 See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit 3. Approximate annual budget for collection system only: $2.8M 4. Submit a copy of your current annual budget. 5. Approximate CIP for the collection system only: $9.44M short term(3 grants/loans,divert flows to High Point) 6. Submit a copy of your current capital improvement plan. 7. Is this collection system currently a satellite system ®Yes or❑No 8. Do any satellite systems discharge to this collection system❑Yes or®No(If yes complete table below) Satellite System Contact Information(Name,Address,Phone Number) Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow) 9. List any agreements or ordinances currently in place to address flows from satellite systems: APPLICATION CSA 04-16 Page 4 of 5 l VI. COLLECTION SYSTEM COMPLIANCE: I. Is a Response Action Plan currently in place®Yes or❑No 2. If Yes,submit a copy of the Response Action Plan or see table 6 below. 3. Is a pump station contingency plan currently in place?®Yes or❑No 4. If Yes,submit a copy of the pump station contingency plan or see table 6 below. 5. Is a comprehensive collection system map currently in place? ®Yes or 0 No 6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion 7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within the permit prior to issuance or the permit holder will be found in violation upon inspection. Current If no,Indicate a Typical Permit Condition Compliance? Compliance Compliance Date Schedule I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12—18 mo. I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo. I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12— 18 mo. I(8)—Pump station contingency plan ®Yes ❑No 3 mo. 1(9)—Pump station identification signs. ®Yes ❑No 3 mo. I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo. II(5)—Spare pumps for any station where one pump cannot handle peak flows alone(in a duplex station,the 2"d pump is ®Yes ❑No 6—9 mo. the spare if pump reliability is met). II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6— 12 mo. II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo. 1II(3)—Comprehensive collection system map ®Yes ❑No 10%per year For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the applicant to meet(attach clarification if needed): VII. APPLICANT'S CERTIFICATION per 1SA NCAC 02T.0106(b): I,Stevie L.Cox,City Manager, attest that this application for City of Trinity Sewer Collection system (Signature Authority's Name&Title from Item I.4) (Facility name from Item 1.1) 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 information and attachments are not included,this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as wel, civil penalties u to$25,000 perviolation. Signature: ` .t Date:at 3 .662.4 ii APPLICATION CSA 04-16 Page 5 of 5 OBJECT LENGTH MATERIAL SUB_BASIN INSTALL SIZE HIGH LENGTH UPSTREAM DOWNSTREAM YEAR PRIORITY MANHOLE MANHOLE 2 55 DI Darr 2007 8 YES 7 D001 DARR PS 5 325 DI Darr 2007 8 YES 325 D042 D041 21 223 PVC Darr 2007 8 YES 223 D002 D001 22 136 PVC Darr 2007 8 YES 136 D003 D002 32 230 DI Darr 2007 8 YES 230 D041 D040 34 115 PVC Darr 2007 8 YES 115 D005 D004 42 358 PVC Darr 2007 8 YES 358 D013 D003 79 296 PVC Twinwood 2008 8 YES 296 T012 T011 80 118 PVC Twinwood 2008 8 YES 118 T013 T012 84 151 PVC Twinwood 2008 8 YES 151 T017 T016 86 347 PVC Twinwood 2008 8 YES 347 T019 T018 87 101 PVC Twinwood 2008 8 YES 101 T020 T019 88 159 PVC Twinwood 2008 8 YES 159 T021 T020 115 32 DI Twinwood 2008 16 YES 32 T076A T002 116 213 DI Twinwood 2008 16 YES 213 T076 T076A 149 211 DI Twinwood 2008 8 YES 211 T042 T041 152 83 PVC Twinwood 2008 8 YES 83 T028 T027 155 169 DI Twinwood 2008 8 YES 169 TO25A T009 157 100 PVC Twinwood 2008 8 YES 100 T032 T011 178 119 PVC Welborn 2008 8 YES 119 W013 W012 182 67 PVC Welborn 2008 8 YES 67 W017 W016 184 96 PVC Welborn 2008 8 YES 96 W019 W018 203 253 PVC Pike 2007 8 YES 253 P009 P008 213 146 PVC Pike 2007 8 YES 146 P021 P020 218 88 DI Pike 2007 8 YES 88 P031 P017 220 312 PVC Pike 2007 8 YES 312 P008 P007 221 318 PVC Pike 2007 8 YES 318 P007 P006 230 92 PVC Pike 2007 8 YES 92 P040 P028 286 168 DI Steeplegate 2004 8 YES 168 S106 S099 287 99 DI Steeplegate 2004 8 YES 99 S098 S020 295 213 DI Steeplegate 2004 8 YES 213 S111 S022 324 171 DI Steeplegate 2004 8 YES 171 S060 S059 341 175 DI Steeplegate 2002 8 YES 175 S079 S015 351 89 DI Steeplegate 2002 12 YES 89 S014 S013 359 132 DI Steeplegate 2007 8 YES 132 S138 S137 360 281 DI Steeplegate 2009 12 YES 281 S137 S136 375 48 DI Steeplegate 2007 16 YES 48 S130 S124 376 65 DI Steeplegate 2007 16 YES 65 S125 S130 377 211 PVC Steeplegate 2007 12 YES 211 S126 S125 379 320 PVC Steeplegate 2007 12 YES 320 S129 S128 388 71 PVC Steeplegate 2002 12 YES 71 S118 S002 390 113 DI Steeplegate 2002 12 YES 113 S008 S007 391 410 DI Steeplegate 2002 12 YES 410 S007 S006 392 397 PVC Steeplegate 2002 12 YES 397 S006 S005 OBJECT LENGTH MATERIAL SUB_BASIN INSTALL SIZE HIGH LENGTH UPSTREAM DOWNSTREAM YEAR PRIORITY MANHOLE MANHOLE 393 404 PVC Steeplegate 2002 12 YES 404 S005 S004 394 292 PVC Steeplegate 2002 12 YES 292 S004 S003 395 80 DI Steeplegate 2002 16 YES 80 S003 S002 396 85 DI Steeplegate 2002 16 YES 85 S002 S001 410 67 DI Lakewood 2010 8 YES 67 L064 L063 416 58 DI Lakewood 2010 8 YES 58 L058 L047 417 131 PVC Lakewood 2010 8 YES 131 L046 L045 424 224 PVC Lakewood 2010 8 YES 224 L030 L029 427 70 DI Lakewood 2010 8 YES 70 L029 L028 435 72 DI Lakewood 2010 8 YES 72 L049A L049 451 66 DI Lakewood 2010 8 YES 66 L047 L046 462 107 DI Lakewood 2010 8 YES 107 L031 L030 521 154 DI Morgan 2011 12 YES 154 M104 M103 523 80 DI Morgan 2011 8 YES 80 M118 M117 525 208 PVC Morgan 2011 12 YES 208 M103 M102 526 187 PVC Morgan 2011 12 YES 187 M102 M101 527 408 PVC Morgan 2011 12 YES 408 M101 M100 528 295 PVC Morgan 2011 12 YES 295 M100 M099 529 314 PVC Morgan 2011 15 YES 314 M099 M098 531 119 DI Morgan 2011 18 YES 119 M097 M096 533 123 PVC Morgan 2011 18 YES 123 M095 M094 537 112 PVC Morgan 2011 18 YES 112 M090 M089 538 198 PVC Morgan 2011 18 YES 198 M089 M088 570 193 DI Morgan 2011 8 YES 193 M161 M115 573 288 DI Morgan 2011 8 YES 288 M142 M108 574 211 DI Morgan 2011 8 YES 211 M116 M105 598 137 DI Morgan 2012 8 YES 137 M264 M263 601 118 DI Morgan 2012 12 YES 118 M261 M260 623 146 DI Morgan 2012 12 YES 146 M197 M196 643 298 PVC Morgan 2012 12 YES 298 M178 M177 650 295 DI Morgan 2012 8 YES 295 M171 M011 728 46 PVC Steeplegate 12 YES 46 S238 THOMASVILLE 729 303 PVC Morgan 2010 8 YES 303 M067 M066 734 200 DI Morgan 2010 8 YES 200 M079 M062 742 262 DI Morgan 2010 8 YES 262 M060 M037 756 250 DI Morgan 2010 24 YES 250 M005 M004 757 204 DI Morgan 2010 24 YES 204 M004 M003 758 159 DI Morgan 2010 30 YES 159 M003 M002 775 170 DI Morgan 2010 8 YES 170 M044 M043 783 259 PVC Morgan 2010 8 YES 259 M036 M035 808 116 DI Morgan 2010 30 YES 116 M 002 M 001 809 25 DI Morgan 2010 30 YES 25 M001 MORGAN PS 824 113 DI Morgan 2012 8 YES 113 M286 M285 HMI tZVW 89 SRA 8 ZZOZ UeE-JOW DAd 89 £611 ZZ17W £Z17W ISZ SRA 8 ZZOZ Ue8aoV DAd ISZ Z61T TZbW ZZtiW SEZ SRA 8 ZZOZ Ue2JoL DAd SEZ 1611 OZlW TZbW LZE SRA 8 ZZOZ UeSJoW DAd LZE 06TT OOTW 68EW LEE SRA 8 TZOZ Ue8aoL Ia LEE 8S1T 0£0d 060d £61 SRA 8 910Z a)l!d dla £61 LOTT 060d 160d ti11 SRA 8 910Z a)1!d dIG b11 9011 311IASVWOH1 VO0d11 98 SRA 8 910Z dll dIG 98 SLOT Z002i E0021 OtZ SRA Z1 b10Z alepa!uuo8 dIG OtZ ZL6 1002i ZOOM 8ST SRA Z1 ti10Z alepa!uuo8 dIG 8ST ZZ6 Sd 31VGRINN02I TON 1Z SRA ZI 110Z alepaluuo8 dIG 1Z 1Z6 8ZIS 6ZIS 6L SRA Z1 LOOZ 01e8aldaalS ICI 6L £06 i 1tOS ZtOS OL SRA 8 ZOOZ ale8aldaaTS DAd OL 668 S601 9601 ZS SRA 8 800Z pooMu!M1 la ZS 868 17811N tOZW OTT SRA 8 Z10Z ueSJoLN la OTT 888 1 LLIW 8LIW ZO1 SRA Z1 ZTOZ Ue8aoL ICI MT L88 6ZZW OSZW SL SRA 8 Z10Z Ue8aoW la SL 898 LtTN ESIW LOT SRA 8 ITN ue8aovj la LOT 998 1EZW SEZW 8L1 SRA 8 Z10Z ue8aolN la 8LT Z98 ZOOS 681S 8ST SRA 8 010Z ale8aldaaiS Ia 8ST Sb8 LSOd 8S0d Z8 SRA 8 010Z a)l!d ICI Z8 0E8 31OHNVW 31OHNVW A1I21OI2id 2id3I Wd32llSNMOa wv32i±Sdfl H1JN31 H9IH 3ZIS 11VISNI NISV 8f1S 1VI2i31VW H19N31 1031-80 as, RECEIVED OCT 18 2023 NCDEQ/DWR/NPDES 111 NORTH CAROLINA Sewer Infrastructure Capital Improvement Plan Updated on September 2023 Table of Contents Purpose 1 Conditions and Limitations 1 } Short -Term Sewer Infrastruc ire Capital Improvement 8 Long-Term Sewer Infrastructure 1 'i rnprovement 10 Current Annual Budget 12 Response Action Plan and Puma S • 13 Contingency Plan Purpose The purpose of a Sewer Infrastructure Capital Improvement (CIP) Plan is to provide a working blueprint for sustaining and improving the community's infrastructures. It coordinates strategic planning, financial capacity, and physical development. A CIP stands at the epicenter of a government's Planning, Public Works,and Finance departments. The CIP is a multi-year plan for major capital expenditures for Trinity's sewer expansion and system improvement.This plan identifies capital projects for the City of Trinity. The CIP will provide a planning schedule which will aid in the City identifying their options for financing future Sewer projects. The City of Trinity must maintain an up to date and working Sewer Infrastructure Capital Important Plan(CIP)for both the short-term and long-term capital improvements,sewer collection system information,and sewer pump stations locations. In addition,the City must maintain a valid Sewer Permit for system-wide collection which has a renewal term of eight(8)years. Conditions and Limitations The Sewer Infrastructure Capital Improvement Plan in accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance, approximately 37.67 miles of gravity sewer, approximately 10 miles of force main, 11 duplex pump stations, and all associated piping, valves, and appurtenances required to make a complete and operational wastewater collection system to serve the City of Trinity and any deemed permitted satellite communities. In conformity with the information referenced therein and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of maintaining the City of Trinity Sewer permit. The Sewer permit shall be subject to the following specified conditions and limitations: Performance Standards 1. The sewage and wastewater collected by this system shall be treated in the properly permitted Wastewater Treatment Facility identified in the permit application and documented in the Division's database. [15A NCAC 02T.0108 (b)] 2. The wastewater collection system shall be effectively managed,maintained and operated at all times to prevent discharge to land or surface waters, and to prevent any contravention of groundwater standards or surface water standards. In the event that the wastewater collection system fails to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate actions as per the Response Action Plan (Condition 11(9)), as well as any actions that may be required by the Division of Water Resources (Division), such as the construction of additional or replacement sewer lines and/or equipment. [15A NCAC 02T.0108 (b)] 3. The Permittee shall establish by ordinance,inter-local agreement or contract its legal authority to require new sewers be properly constructed;to ensure proper inspection and testing of sewer mains and service laterals; to address flows from satellite systems and to take enforcement action as required by Condition 1(4). [G.S. 143-215.98;G.S. 143-215.1(f)(1)] 4. The Permittee shall develop and implement an educational fats, oils and grease program that shall include at least semiannual distribution of educational material targeted at both residential and non-residential users.The Permittee shall also develop and implement an enforceable fats, Page 1 of 17 oils and grease program for non-residential users under which the Permittee can take enforcement against users who have not properly installed, operated and maintained grease traps or grease interceptors as directed or otherwise violated the terms of the enforcement program pertaining to fats,oils and grease. [15A NCAC 02T.0108(b)] 5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for reinvestment into the wastewater collection system infrastructure.The CIP should address the short-term needs and long-term "master plan" concepts. The CIP should typically cover a three to five year period and include a goal statement, description of the project area, description of the existing facilities, known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is integral to the CIP. [G.S. 143-215.98] 6. Overflow piping from manholes and pump stations,excluding piping to approved equalization structures, known or discovered after permit issuance shall be immediately removed or permanently capped. Plugged or valved emergency pumping connections are allowable for portable pumping or rerouting without intentionally bypassing the wastewater treatment facility. [15A NCAC 02T.0108 (b)] 7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump shall be initiated immediately and the new parts or pump shall be installed as soon as possible.The permittee shall provide justification for delay in initiating the process for repair or replacement at the Division's request. If the pump in a simplex pump station serving more than a single building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump out of service fails, it shall be replaced immediately. [15ANCAC 02T.0305 (h)(1)] 8. 1:ach pump station shall be clearly and conspicuously posted with a pump station identifier and an emergency contact telephone number at which an individual who can initiate or perform emergency service for the wastewater collection system 24 hours per day,seven days per week can be contacted.This emergency contact telephone number shall be coupled with instructions that the emergency contact should be called if the visual alarm illuminates,if the audible alarm sounds,or if an emergency is apparent. [15A NCAC 02T .0305 (h)(2)] 9. Pump station sites, equipment and components shall have restricted access. [15A NCAC 02T .0305 (h) (4)] 10. Pump stations that do not employ an automatic polling feature(i.e. routine contact with pump stations from a central location to check operational status of the communication system)shall have both audible and visual high water alarms.The alarms shall be weather-proof and placed in a clear and conspicuous location. Permits issued for the construction of pump stations that included high water alarms in the description must maintain the alarms even if simple telemetry (i.e.notification of an alarm condition initiated by the pump station control feature)is installed. [15A NCAC 02T .0305 (h)(1)] 11. For all newlyconstructed, modified and rehabilitated pumpstations, all equipment and components shall be sealed within a corrosion-resistant coating or encasement to the extent practicable and equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable or another form of corrosion resistance is employed.[15A NCAC 02T.0108 (b)1 Page 2 of 17 Operations and Maintenance Requirements 1. Upon classification of the collection system by the Water Pollution Control System Operators Certification Commission(WPCSOCC), the Permittee shall designate and employ a certified operator to be in responsible charge (ORC} and one or more certified operator(s)to be back- up ORC(s)of the facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of knowledge of a bypass, spill, or overflow of wastewater from the system,unless visited by the Back-Up ORC,and shall comply with all other conditions of 15A NCAC 8G .0204. [15A NCAC 08G.0200 et.seq.] 2. The Permittee shall develop and adhere to a schedule for reviewing all inspection,maintenance, operational and complaint logs. If the review process results in the identification of any recurring problem in the wastewater collection system that cannot be resolved in a short time period, the Permittee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)] 3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment. [15A NCAC 02T.0108(b)] 4. The Permittee shall develop and implement a routine pump station inspection and maintenance program which shall include the following maintenance activities: a. Cleaning and removing debris from the pump station structure,outside perimeter,and wet well; b. Inspecting and exercising all valves; c. Inspecting and lubricating pumps and other mechanical equipment;and d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment. [15A NCAC 02T.0108 (b)] 5. For each pump station without pump reliability(i.e. simplex pump stations serving more than a single building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump out of service),at least one fully operational spare pump capable of pumping peak flow shall be maintained on hand. [15A NCAC 02T.0305(h)(1)(A)] 6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no less than two pumps, that discharge to a pressure sewer and serve a single building, unless the Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge of the simplex pump failure or within the storage capacity provided in a sewer line extension permit. [15A NCAC 02T.0108(b)] 7. Rights-of-way and/or easements shall be properly maintained to allow accessibility to the wastewater collection system unless the Permittee can demonstrate the ability to gain temporary access in an emergency situation where existing land-use conditions do not allow the establishment and maintenance of permanent access. In this case, the Permittee shall continue to observe the lines visually, utilize remote inspection methods (e.g. CCTV) and use the opportunity of drier conditions to perform further inspections and necessary maintenance. [15A NCAC 02T.0108(b)] Page 3 of 17 8. The Permittee shall assess cleaning needs, and develop and implement a program for appropriately cleaning,whether by hydraulic or mechanical methods,the wastewater collection system. At least 10 percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless inspection otherwise reveals the need for cleaning or cleaning is required by a sewer line extension permit. [15A NCAC 02T .0108 (b)] 9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items: a. Contact phone numbers for 24-hour response, including weekends and holidays; b. Response time; c. Equipment list and spare parts inventory; d. Access to cleaning equipment; e. Access to construction crews,contractors and/or engineers; f. Source(s)of emergency funds; g. Site restoration and clean up materials; and h. Post-SSO assessment. [15A NCAC 02T.0108 (b)] 10. The Permittee, or their authorized representative, shall conduct an on-site evaluation for all SSOs as soon as possible, but iffeasible no more than two hours after first knowledge of the SSO. The Permittee shall document in its 5-day report why it was unable to initially respond to any SSO location within two hours. [15A NCAC 02T.0108 (b)] 11. In the event of an SSO or blockage within the wastewater collection system,the Permittee shall restore the system operation, remove visible solids and paper, restore any ground area and restore the surroundings. [15A NCAC 02T.0108(b)] Records 1. Records shall be maintained to document compliance with Conditions 1(4), 11(2)- 11(4), 11(7) - 11(8),IV(3)and V(1)-V(4).Records shall be kept on file for a minimum of three years. [15A NCAC 02T.0108(b)] 2. the Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection system complaints for a minimum of three years. These records shall include, but are not limited to,the following information: a. Date of SSO or complaint; b. Volume of wastewater released as a result of the SSO and/or nature of complaint; c. Location of the SSO and/or complaint; d. Estimated duration of the SSO; e. Individual from the Division who was informed about the SSO and/or complaint,when applicable; f. Final destination of the SSO; g. Corrective actions; h. Known environmental/human health impacts resulting from the SSO;and Page 4 of 17 i. How the SSO was discovered. [15A NCAC 02T .0108 {b)] 3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection system that also notes the locations where other wastewater collection systems become tributary. If a comprehensive map of the collection system has not been established,a rough sketch shall be drawn. The Permittee shall map approximately 10 percent of its existing collection system each year for the next ten years beginning at the original permit issuance date, or until complete,whichever is sooner. The comprehensive map shall include,but is not limited to: pipe size, pipe material, pipe location, flow direction, approximate pipe age, and each pump station identification, location and capacity. [15A NCAC 02T.0108 (b)] 4. The Permittee shall maintain records of all of the modifications and extensions to the collection system permitted herein. The Permittee shall maintain a copy of the construction record drawings and specifications for modifications/extensions to the wastewater collection system for the life of the modification/extension. Information concerning the extension shall be incorporated into the map of the wastewater collection system within one year of the completion of construction. The system description contained within this permit shall be updated to include this modification/extension information upon permit renewal. [15A NCAC 02T.0108 (b)] Monitoring and Reporting Requirements 1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water and groundwater protection and an acceptable sampling and reporting schedule shall be implemented. [15A NCAC 02T.0108 {c)] 2. The Permittee shall verbally report to a Division of Water Resources staff member at the Winston-Salem Regional Office, at telephone number {336)776-9800 as soon as possible,but in no case more than 24 hours following first knowledge of the occurrence of the following circumstances within the collection system which is under the Permittee's ownership or maintained and operated by the Permittee through a perpetual legal agreement: a. Any SSO and/or spill over 1,000 gallons to the ground; or b. Any SSO and/or spill,regardless of volume,that reaches surface water. c. Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and other types of spills) occurring outside normal business hours may also be reported to the Division of Emergency Management at telephone number{800) 858-0368 or (919)733-3300. d. Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-SSO (or the most current Division approved form), within five business days following first knowledge of the occurrence.This report shall outline the actions taken or proposed to ensure that the problem does not recur. [G.S. 143- 215.IC(al). e. The Permittee shall meet the annual reporting and notification requirements provided in North Carolina General Statute §143-215.1C. Page 5 of 17 Inspections 1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to reduce the risk of malfunctions and deterioration,operator errors,and other issues that may cause or lead to the release of wastes to the environment, threaten human health or create nuisance conditions. The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of inspection, observations made, and any maintenance, repairs,or corrective actions taken by the Permittee. [15A NCAC 02T.0108 (b)] 2. Pump stations that are not connected to a telemetry system(i.e.,remote alarm system)shall be inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)] 3. A general observation by the permittee or its representative of the entire wastewater collection system shall be conducted at least once per year. [15A NCAC 02T.0108(b)] 4. Inspections of all high priority lines (i.e. aerial line, sub-waterway crossing, line contacting surface waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner that may threaten the sewer line,or line designated as high-priority in a permit) shall be performed at least once per every six-month period of time.A list of high-priority lines is presented as Attachment A and is hereby incorporated into this permit condition. New high priority lines installed or identified after permit issuance are incorporated by reference and subject to this permit condition until permit renewal where they shall be referenced in writing in Attachment A. [15 A NCAC 02T.0108 (b)] General Conditions 1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the wastewater collection system or there is a name change of the Permittee, a formal permit modification request shall be submitted to the Division. The request shall be accompanied by documentation from the parties involved,and other supporting materials as may be appropriate. Such request will be considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S. 143-215.1(d)(3)] 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an enforcement action by the Division in accordance with North Carolina General Statute§143-215.6A through §143-215.6C,and a sewer moratorium may be established. [15A NCAC 02T.0104] 3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes, rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,and federal)having jurisdiction. [G.S. 143-215.1(b)] 4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit, revoking and reissuing the permit or terminating the permit as allowed by the laws, rules,and regulations or as needed to address changes in federal regulations with respect to the wastewater collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)] 5. The Permittee shall pay the annual fee within thirty(30} days after being billed by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke this permit. [15A NCAC 02T.0110(4}] Page 6 of 17 6. The Permittee shall file an application for renewal of this permit at least six months prior to the expiration of this permit. Upon receipt of the request,the Director will review the adequacy of the wastewater collection system described therein,and if warranted,will extend the permit for a period of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC 02T.0109] 7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems Unit in writing at 1617 Mail Service Center, Raleigh, North Carolina 27699 of any changes to the name and/or address of the responsible party(i.e.mayor,city/town manager)of the wastewater collection system. [15A NCAC 02T .0106(c)1 8. Any duly authorized officer, employee, or representative of the Division may, upon presentation of credentials, enter and inspect any property, premises or place on or related to the collection system at any reasonable time for the purpose of determining compliance with this permit, may inspect or copy any records that must be maintained under the terms and conditions of this permit, and may obtain samples of wastewater, groundwater, surface water, soil,or plant tissue. [15A NCAC 02T.0110(3)] 9. The Permittee or their authorized representative shall have available a copy of this permit to present upon request by any duly authorized officer, employee, or representative of the Division. [15A NCAC 02T.0104] Page 7 of 17 ,... rca ' x'. 1 opomift%b Ir Short -Term Sewer Infrastructure Capital Improvement Page 8 of 17 Short-Term Sewer Infrastructure Capital Improvement A short-term capital improvement will provide a working blueprint for sustaining and improving the community's infrastructures. It coordinates strategic planning, financial capacity, and physical development. A CIP stands at the epicenter of a government's Planning, Public Works, and Finance departments. A short-term capital improvement goal would be for all Sewer Infrastructure projects to be completed over a multi-year term from 2 — 5 years. This short-term capital improvement plan identifies capital projects for the City of Trinity. The CIP will provide a planning schedule which will aid in the City identifying their options for financing future Sewer projects. Current Sewer Infrastructure Capital Improvement The CityTrinity of has one (1) Sewer project to be completed by September 2026. The City of Trinity completed a marginalization study for the re-location of the City's wastewater treatment services and based on the recommendation within the study, the City Council decided to move forward with pursuing an interlocal agreement with the City of High Point to provide wastewater treatment to the City of Trinity. The City has entered into an agreement with the City of High Point for wastewater treatment services, known as the Steeplegate Lift and Force Main Station Project. The Steeplegate Lift and Force Main Station Project will be funded using the Coronavirus Local Fiscal Recovery Fund, Division of Water Infrastructure, and the State Reserve Project Loan which is part of Division of Water Infrastructure. The Coronavirus Local Fiscal Recovery Fund provides$19.53 billion to support non-entitlement units of local government(NEUs) which are local governments typically serving a population under 50,000.Treasury has made payments to states and territories which are in the process of distributing amounts to eligible NEUs in their jurisdiction in accordance with the guidelines established by the Treasury. The Treasury has released the Final Rule for the program,which took effect on April 1,2022. Recipients and stakeholders are encouraged to consult the Overview of the Final Rule which provides a requirement for the use of these funds. The Division of Water Infrastructure was created by the state legislature in 2013 through North Carolina General Statute 159G to consolidate funding programs that were previously administered by the Division of Water Quality,Division of Water Resources,and Department of Commerce.The division administers programs to provide grants and low-interest loans to local government units for water and wastewater infrastructure projects.The legislation that created the division also created the State Water Infrastructure Authority. Steeplegate Lift and Force Main Station Project Funding Breakdown 1. Coronavirus Local Fiscal Recovery Fund $2,094,915 2. Division of Water Infrastructure $5,994,000 3. State Reserve Project Loan $1,354,000 Page 9 of 17 1 ,..... /oimik TN. Y� it . oommuft% le 1 Long -Term Sewer Infrastructure Capital Improvement Page 10 of 17 Long-Term Sewer Infrastructure Capital Improvement A long-term capital improvement will provide a working blueprint for sustaining and improving the community's infrastructures. It coordinates strategic planning, financial capacity, and physical development. A CIP stands at the epicenter of a government's Planning, Public Works, and Finance departments. A long-term capital improvement goal would be for all Sewer Infrastructure projects to be completed over a multi-year term from 6—20 years. This long-term capital improvement plan identifies capital projects for the City of Trinity. The CIP will provide a planning schedule which will aid in the City identifying their options for financing future Sewer projects. Future Sewer Infrastructure Capital Improvement The Cityof Trinityhas been incorporated since 1997. The Cityof Trinityimplemented its sewer system � P Y in the year 2003. The sewer system infrastructure was constructed into five phases. As a growing City,it is important that we expand our sewer services to more residents. It is important to expand our sewer services because it supports health,environmental,and ground water concerns caused by failing septic tank systems. It would attract new development within our community such as commercial, industrial, and residential. Also,the expansion of sewer services would preserve and increase our residents'property value. After Davis Martin Powell conducted the City's Sewer expansion study,these were the City's recommendations. 1. Debt service for annual payments for all the phased and loan projects. 2. Allowances for pump station repairs,maybe 50,000 per yr(includes cost for some small pump replacements or large pump rebuilds)for 10 yrs and then bump to 75,000 per year on going 3. Extend outfall to abandon Darr PS $0.5M(maybe after transfer to High Point is complete in 2026-2027 or so 4. Extend outfall to abandon Piker PS $1.5M(in future cost after Darr PS is abandoned 2027-2028) 5. Future various pump station complete rebuilds at$0.2M for smaller PS's to$0.5M for large PS's or series connected PS's 6. Update original sewer feasibility study to show current and potential future sewer system expansions. Like before consider the cost per home connected to prioritize potential future extension areas and also considering areas that may qualify for various grant and/or low interest to help pay for sewer extensions. Consider budget of 50,000 or so over multiple budget years in CIP Consider an item without any funding listed for local matches to extend sewer for industrial growth, to be based on actual specific grant matching requirement in the future. Future Sewer Infrastructure Capital Improvement Plan Funding Breakdown 1. Sewer Capacity Reserve Funds $10,000 2. Sewer Operating Fund $ 300,000 Please reference the sewer map Page 11 of 17 Current Fiscal Year 2023 — 2024 Annual Budget Fiscal Year Actual Fiscal Year Fiscal Year Account Number Account Description 2021-2022 2022-2023 2023-2024 62-91-7140-121 Salaries $ 114,368.83 $ 143,300.00 $ 120,000.00 62-91-7140-181 FICA $ 8,616.69 $ 11,000.00 $ 9,200.00 62-91-7140-182 Retirement $ - $ 17,400.00 $ 15,500.00 62-91-7140-183 Group Insurance $ 35,100.00 $ 41,200.00 $ 23,500.00 62-91-7140-186 Worker's Comp $ 2,126.77 $ 4,000.00 $ 6,000.00 62-91-7140-189 Unemployment Insurance $ - $ 2,200.00 $ 1,900.00 62-91-7140-192 Legal Services $ 300.00 $ 3,000.00 $ 3,000.00 62-91-7140-194 Technical &Contract Services $ 16,461.44 $ 25,000.00 $ 25,000.00 62-91-7140-199 Billing Fees $ 29,328.43 $ 22,000.00 $ 30,000.00 62-91-7140-260 Materials&Supplies $ 14,001.69 $ 18,000.00 $ 15,000.00 62-91-7140-310 Travel Training $ 1,396.66 $ 1,200.00 $ 6,000.00 62-91-7140-331 Utilities-Electric $ 46,850.93 $ 65,000.00 $ 55,000.00 62-91-7140-332 Fuel Oil Gnerator Maintenance $ 1,725.79 $ 2,400.00 $ 3,600.00 62-91-7140-335 Consump. &Capacity Chg $ 452,923.92 $ 555,000.00 $ 510,000.00 62-91-7140-352 Pump/Meter Stat. Maint. $ 24,699.89 $ 15,000.00 $ 150,000.00 62-91-7140-360 SEWER TAP EXPENSE $ 11,550.00 $ 10,000.00 $ 10,000.00 62-91-7140-443 Tap Fee Refunds $ 1,500.00 $ 1,000.00 $ 1,000.00 62-91-7140-550 Capital Outlay $ 6,566.67 $ 35,000.00 $ 7,000.00 62-91-7140-600 CONTRACTED SERVICES $ 39,407.80 $ 75,000.00 $ 150,000.00 62-91-7140-649 High Point Interlocal Agreement $ - $ 274,873.00 $ 366,497.00 62-91-7140-750 TVILLE WWWTP UPGRADE $ 498,167.52 $ 498,169.00 $ 498,169.00 62-91-7140-751 SEWER PHASE 2 $ 100,756.25 $ 100,225.00 $ 100,650.00 62-91-7140-752 SEWER PHASE 3 $ 224,556.74 $ 258,400.00 $ 258,840.00 62-91-7140-758 SEWER PHASE 4 $ 215,581.51 $ 225,219.00 $ 224,407.00 62-91-7140-759 AARA STIMULUS $ 52,570.55 $ 52,571.00 $ 52,571.00 62-91-7140-760 Phase 5 Sewer BAN $ 142,484.76 $ 149,225.00 $ 149,335.00 62-91-7140-991 Contingency 2,539.11 25,000.00 $ 14,000.00 Grand Total . 2,043,581.95 2,630,382.00 $2,806,169.00 Page 12 of 17 Response Action Plan and Pump Station Contingency Plan City Of Trinity 24/7 Contact Number 336-442-3297(Backup ORC Scott Cooper) 336-844-0709(ORC Rodney Johnson) In case of a sewer emergency,the sewer response time must be within 30—45 Minutes. Tools Needed: • Utility Truck • Traffic cones, safety lights,etc. • PPE-gloves, safety glasses,rubber boots,etc • Air monitor • Work provided cell phone Sewer Equipment: • Trailer Jetter • Utility Truck • Holding Tanks • Hand Tools • Submersible Pumps • Backhoe • Tractor • Dump Truck Contractor List: • Brian Dean 336-442-0640-(Plumbing,Excavating) • Dillon&Griffiths Enterprises(336)880-4626-(Utilities Contractor) • Page and Assoc. -336-996-5013 (Utilities Contractor) • Pete Duty&Assoc-919-245-5070-Main Office(Pump Repair) • David Holt-PDA VP NC 336-689-4588 • Rain For Rent-Tyler Daniel -704-264-9004(Emergency ByPass Pumps) • Zebra Environmental-336-841-5276(Emergency Pumping,Wet Well Cleaning) • A&D-336-434-7750(Emergency Pumping,Wet Well Cleaning) Page 13 of 17 Site cleanup/sanitation: • Lime • Tanks • Spill kits • Dirt Overflow/Spill(SSO): • Any SSO and/or spill over 1,000 gallons to the ground; or • Any SSO and/or spill,regardless of volume,that reaches surface water • Report SSO to ORC within 2 Hours • ORC to contact NCDWQ within 24hr by Phone: NCDWQ-Winston-Salem NC(336-776-9800) • ORC Written Notice to NCDWQ within 5 days. • Press Release within 24 Hours • Public Notice within 10 Days • PerNCGS 143-215.1C (ORC) Rodney Johnson 336-844-0709 (Backup ORC) Scott Cooper 336-442-3297 Updated on September 29,2023 Page 14 of 17 r r_---- --------- ---------------`_ C O U N T Y R, A N D O �, pt , e 0 U _ —.. c.) \ , , i N -7 } z „ o N J t. I t 0 PI ( ( i .:5 ji\:: . i1 Th. 11 /.i I I Q 77 1 --- .'\S . I A a Po 1. I D �. / i / / I f I ti f 1 '�1{11 // /` j - n / l I OMIINMDK ,.. - --._----I f 0 +` Tom'-°- l7I�f / ., fr Ii \ 1 1 y v i7 \ d +—�� i ' �"�i.�' M i. II s lj\ o 1, C I ► F E R I I T i r *1—r- ______>_,/ .. • j \\� /i r_ i --•—/ _' . . / f ' i 4i —� ao fill \_______._. '''. /-„___\____/- • i R A N D O L /^ - U 1' Y I i • /I I I / ' lil �', I , l r i\- , I i Mr A YY I • i V s Legend I - x I g "4(/) -_- wmsT.mm°su��, PS 1 o ) (.. 1 . ) ,, ------7\ o ol' . I ,. __Ii , 4 ., .� Two. �b __ can't,,m,. Pa \, /\/..... _ n w •MARTIN•POWF� 1-L�mn OVERA O EER9 i�l SURVEYORS ",�./ 0 450 900 1A00 2.700 EXISTING SEWER COLLECTION SYSTE ae°.n Nom Hop Pm SC DM nee m•Rw, CITY Of TRINITY, I SALYSM% A.s...rAy.mM.T OVERALL...a LAST UPDATED AUGUST 2i • �p ❑ 7�y� �( �y �pv�vRy 4 tT, R A Su D ® L i ]Ill (i O ltJ dV ll lI y ..>`4g i., w- y • °'•' �` * ^�f "` FORCE MAIN DISCHARGES INTO ti,. w,l �•.�, ,-,4 t ARCHDALE GRAVITY SEWER " E jam. ri ., N " 2 �' 9 an a� �` o Rtr + e k s 4 } y f, mJ Sat➢isu.:.E.^ "` 4 " � /� c 10 fib' '''' ,----.. 4 1, ,F ----_7 4,•,_ '--4'-.-...-r1,'0^'L 1-:,--:.,.:, •"*'--•,: ,,'4.0^'" . *'.'.,•^ * , '''.t-; ,'4 4 , ii I I, - it 7.`..`. a ,.. 0.,. e.}w la le s'" t et . o C ll. 711° Y O F T it 1 It 1. T Y "<R ORO eT gg , L • ✓#,; imaiiipti,, , .A., x v • ! Y C I I M 7 R r, r£� �k Legend 1 �` NrI I� —Air Air + ��" Darr High sPe tVp anitvye ManholeI ,� i41 1 r� , f H I I !I �lliWi (— �.L_ I T ro Pump GHon I 1 __ F' i/,r�pN yix 3 o • - I - V.// Gravi13 Sewer AS4 Darr Gravity Sewer ' / �_ Y •s ��, 1 �/ Gart Righ Prwnty GravNy Sewer ( • fi ^/ Face Main e e ' Trinity Cory Limits fin }.: m Randolph County limas — V DARR ROAD PUMP STATION ' Parce s \Year Installed:2007 -_ -- _• Capacity:200 GPM r Type:Small Fixed Speed Duplex n - `r .. ..... VFD:No -' ail t- : 'e,,, Generator Size:60 KW "'T p+ z - y/' I Wet Well Diameter:6 FT x -r �,y `i a' l'e a S yy _ 2 - oq DARR ROAD MINI-SYSTEM NOTES: a S f e k ^ 1.ALL GRAVITY SEWER 6"UNLESS OTHERWISE NOTED ',. • " f`ti• ., ( sl•l, sk k• 1• p1saRE.G.o,w USGS. 2.ALL PIPE PVC UNLESS OTHERWISE NOTED • 1 . EMENTP NRCsr Esn k:. Japan. TI. .Cone IRmq tang s 3.PUMP STATION,FORCE MAIN,AND SEWERS D001-0046 INSTALLED IN 2007 ...._��'✓ Em @ (Thwbne),NccG k). Op.nS beNors.W e"�`45 , Usx CwnmuS+W�.� i- DAVIS•MARTIN•POWELLdm DARR ROAD MINI-SYSTEM ENGINEERS d SURVEYORS 0 75 150 300 450 EXISTING SEWER COLLECTION SYSTEM T:336-886-4821 I F'.3364386-4458 I lam.F-0245 Feet CITY OF TRINITY, NC 6415 Old Plank Road Nigh Point NC 27265 I wwxAmp-Inc can LAST UPDATED AUGUST 2 0 2 3 P'\20231230044\GIS\Updale Mapst23004d_UARR.mKd ne �t w ,qw ROSEWOOD Da e. • _ �_ fa. \ , 7:rsq . . I oss Loc il:Prkl; 4 :"„,,,,,,..0 c, Loes1; ` .. 'a-aF�_' - .. < _ ♦e Las.. c " .> ,. T r 3/ y A - a . , „ Ari * 1 e _ . .. ., et - i ; di, : -1 rr imIti ill' ,:*--,'4 'z, , / c a vir Y 0 Th\\\\ .agailair Y L090 LOT5 P a - / - II+HERwDQD FOREST DR Ekl v v'If0e p'y W E T k''1 #" rsT 0.- i. { t i J ae/1. rF _.,,,,A FORCE MAIN DISCHARGES INTO ° - j ! -_ STEEPLEGATE GRAVITY SEWER .*: m };, Loea�.'` `.'. J 44 1 _ - '�j I,� >�- t-�Lcc. <. lS: �._. =- �,„ 'x• At .-1v a 1 '• - Legend • ' m'1 el ; J/ �, -" ,' °"'+�6`. �\ Manhole �� g - -�c L°1c - "t g�� //p ewc _ Lakewood Manhole ! �m 4 �� ,4,6#rr > '.. éi \ _ Lakewood Manhole ,. " t M _ s... o1 Lo6a/ Loci. .rs 4 4 , .s. „ \ re y � ,�, y .,t e, F x ,.-+,`, ',. s......a 1,1 .''"- ".ra.`6;:' ..; - t# IIr T.,Ja .t \ Air Release Valve� T a +i' r' :€ , a $n•a a ..Sr,, C ;A- P i .� :a# ,t , r �, '' `,o it �:' G Pump Station °I srPP i rs.�' `t; T z-\41.41114' I p"' 1�t a„'�,i '— ii t �� Gravity Sewer \ it A•e- " *'7 '� ° � . R � r� - AN //\\// Lakewood Gravity Sewer �" T m • ?3; e .LAKEWOOD PUMP STATION el'�. #., - Lon �I IMt 3 m Yaar Inatalled:20�0 „ .L 6D GPM 4le Lakewood High Pnonty Gravity Sewe. itik °` a► ^_ a. J °a Capacity: gr.. & `y ; _ a Type Small Fixed Speed Duplex / . . Ore ,,, rt• -'/v * :-�" .t d o Force Main a ::: .,..,; ,� •a_,..,..._.. I g'7i�e VFD:No V '- # n °"�� "•''t - Generator Size:75 KW �a'-.°'. 'wearlw 1 � j 'a.s. Tnniry Gay Limns " ���*jjy s 1 L075 S _ • `;`' }., t Wet Well Diameter:6 FT ' it 5\ `.'• ,- °,� „: Randolph County Limits 2=` , 'Q `,:41 +.. - + �. • LOW. *-5t $ �,+� y3{ 1. t T T. __ Parcels t. f t x rs .: .e.. �` f r - _'' •.Q .° y:4 alp 1 Y 4,,\:. ,1-2....-___A-s------7------ , .„ ,, . 4 R.N n !, sa h=' eoi_ ' R eoi e, r LAKEWOOD MINI-SYSTEM NOTES: t a_ a �.7 • 4141\ ' *gL i""t ,� a.� P '*; 1. ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED \\...,.5 ' 4 4 R,.m, ,,, Ai _ �r0$5 yam- rs _ ........... -�.� t w' { 4) 4 =F j ". 1�kI s 2. ALL PIPE PVC UNLESS OTHERWISE NOTED jJ . (xl .,1'ir • 3:. S ! -}i;. 4-` u /'�8`k`1°"' '.. I`sotwcaa:Fse RE Germn.uses. - gi, . - 1 i k+termap� REMENT RC Esri r^ ', ,Ny allii- 4� •„ "� 3. PUMP STATION, FORCE MAIN, AND SEWERS L001- �.-. - �a �P uR�rl�F,, ChM/hckrrn°I 'e'4.`r_T.T.p° ' £i k'R ":ar-..-�mm.W,...-ne �- �. L091 ; ..�., ooa xs� 6�O�m nn�lor..ecm.�'� x„ DAMS•MARTIN•POWELL dm ENGINEERS & SURVEYORSLAKEWOODOLLEMINI-SYSTEM T3968664821IF3dGa664458iLCM5e:F-0245 0 75 150 300 a5F EXISTING SEWER COLLECTION SYSTEM 6415 0e Plank Road.Hgh Point NC 27265 I mew.dmµnc com Feet CITY O F TRINITY, N C LAST UPDATED AUGUST 2 0 2 3 P:1202312300441GISIUpdete Mapet23OWA_LAKEWOOD.mxd .4-- . - • .• . -- .a „, - .,. ,., •A - '• CP\'.,, .-. ,-,• 4 % , .... d., ,, . I, ; 4 i - ' ,''' . * r , . . , . , . . J.--,,;- ..• 0.-, , , , ,,•_ , . . . ..,. _. „Ak . ;' . ...Li..., , • • , , . •I i* • f , ` ..FF, -A..*6.1, .„.• . _ ,, ,s,t I — .1 PLANNED . , ,,, ,, ROCKFORD *SUEDWISION ,.., ,../ • , •ir i , *,•,,, i 11-dr- = . . , = ..„..... pct.,—. ••,., , _ 0. l•---ij 44444' '4( ---:A.4-1471'•"" .... • , ir, , - _ - -. 1 e..— • ... , _ , it , . _ 4,,, . cit-- : - -:.•___ , - •-.„. ,... . ,. • ,1: - "-, .--' l' "' ,,„. 4,..... .. . ,..4c ,..., .. ? . __ _. .. . . . ,... \. - — .: ,' ',... 44- _ . ., .. ..-....... 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OEM ,,,, ' • `..,.;,.. , -- yut '', i1t;•iili;ti1:• ,4'' 1•I;-i.A;'. 11.V,••.>- .k ' ' -• .- A .it . . / I.* • l 1 li--„A \ II-W, 0,,./- -4 • * . - , • 6,...‘if& t: ,.,;.f.. :...ii.,..7. s,,,,?,4,..,,,, -" .... , . .':. , ,,,, i, ,.,.,.. '''- 4*.-4--,-, , -,/I. -,.,,, ' .. .. ... - . .,i -64.•1, / „ ' ,;,, i-,,. .0. 1.— rosi ,-;,- v . . ; :... ''S.. '. -ilt....,4 , 4 '' 4: . . " ' .4.1; e,sk 1i-...„7. ,,,iip4, ''..%1/ 1:t ;,,„:,,i, / tn. •0,4,44.A 4 ""V gib net.r.f ..-t..• ir i i ., -,-„,..,,&--,..,i-,- ,r ,„- ,,,0, ?,,,,,.,.. 1 i,, ,..„1„, ;,,,„, ._, 1.*-. ..0_,•„„.,1,..• cos.< , # _ ;; . ; Ar„ b. ,,,..r.,,t,.,,,t,„.,:i0i, ,.,0,- - ,,,,,, ., -- ,, /I. -. •-,..,,,":- . **...rpr-,m0 . ...' 'Own!,r,,Agl.,;,?W--*, 1114._ - . , ,"-t*4,4'.1:._ *%4'44.., "/„.'-4'."/„ •- , '' r„,,,.,'-i. 4.1,a , .- - -4-,.., 4- -,„ .c, ..'" / ---- --'7 ,,,-. e-s...,'„,4,;'//'''', 'N,,,,4,,,,,,,,,,,,, , ..::,,,::i. . 3. ,...., ,-,,, or; 4,7, - r r! ;,4,•,,,,,; , ,:r. c.,:..-: • ,-',''' .. Mt ,, :,•,:;,,:.,`,..*,.,, .. ',/,t; , , . *AIL„. ‘,„1 , .1'''' "r. ' ,7r 4000,:. , -4.-' ',it .‘ '",.44E,44,1 L A , - r' ",,' Ar ' A ' .1 v,-;sri, • ,r,..:,c*ri 1 14;!--..C!- -, -, "*., (001' . , , ,1 FORCE MAIN FROM A\ I'It...;''' ,'•r''''.,"6.,••,!,."V "tin..". eY.A. lt 75, ' ''11.,• '' • • ' :"• ?ttANI ...,- Y•I ''': r '\ 'L''.f '' 6,'' .'• •Mih;”.• 't 064) !Ur ." •lk. RONNIEDALE PS / •:' -• - ‘. t: '.'e ; •,t..411.4411 N k i., .4 -.44,t, '. ,\ ...-..\1r-, ri .,:.-0,10,ort,, ,.. '''\ '.r .1. '7.r ,rrilter' . ----e.1_ ,,,,..,,,, • li ,,,,,:. :.,,,„,,, It ,, , - .„, ir 4 , , , .a..* 4,,..:' ' ... ,f'ilaiN.rla Me. -,1" NIP* ql ..- '" -' -....--.. '>4 \14. ,),ts,--'''' '*.irte''',E,or, igkr• "*Ca 4,ir?."ti'„ig-„le,' ,"*).'''‘," i 1.-t.'"' / •,,-.4,.e \ ,..tv:Vr! ....,,w;.7-- ,-, ,.1 ri------------_-__ )411s- -iskio-' V . • 1: .47,:<'-- :- f,I ''.' 11.7- ''' 14 . ft.• k,,.,,, ,,,4,..4.4....43,,,.. .bilf!..,t,. .,0.10, 4' t' ".' ',. \ 1 ' .1,41 ri /4.' + "..},' )1C*47 ,,,,.t 7.4...•, 4, 1.4„ i .,..: " 41 ' ' ', ' ! \ . ' -A Ail ----- -.----__.' IA;°,11S". .'... MORGAN ROAD POE.l STATION• 1 ,..„4 / . Canydy 350 OPEI .. W '...IS E r, n 1 i S / Legend ... i ',. * . ,... 4,. 1.Ai ';,1 - 340,333,434430. , - f ••••tit,A. .44, /\/----- , -,0",Fi -^ A, ,.. :. ' ,-:-..e .r.:,., ,... - A.,,,.,,,', ''.-1*A-k=r- •441 c, ,L...t...hrtik, .,e, ...,,,,_,..,., •.-1 ."ar „ ir: ." 'RI r, MORGAN ROAD MINI SYSTEM NOTES 1 •1.1.GRAVITY SEWER••UNLESS OTHERWISE NOTED .r. 2.ALL PIPE PVC UNLESS OTHERWISE NOTED J. PUMP STATION,FORCE MAIN AND SEWERS 16001 WW2 I LLLLLL ED IN 2010 • SEWERS 50011316170 INSTALLED IN 2011 , ;1.• , .- .o. , S.SEWERS M111 Inn I IN 2012 6 SEWERS MI00 MSTS I LLLLLL ED IN 2013 ' 1 Pt. ' FORCE MAIN DISCHARGES INTO , T.SEWERS Inn Ann AND Inn 61.11111 INSTALLED IN 2021 ' TWINWOOD GRAVITY SEWER , I.• I „•.X.:::;1•7arCtr. E.SEWERS 607•141311111 AND M420-11.431 INSTALLED IN 2022. ".• N.:.''••••• 'H.,I27.-ra's=7.', i -' AN ....,—'1"7nilinillra ., :._• ' ..AF.4.2.-7.0.. "m,-4 aulk•-.+~00613i:Ditlieriv.4 %VIS.MARTIN.PaWFLLjj 01 MORGAN ROAD MINI-SYSTI 1.1*.D11F30.10.0111i2komori4DR A EURVEYORS , 1 75 I, 4 333 1 050 EXISTING SEWER COLLECTION SYSTE , I WWI INN Elenwl ECM,I wawillINDOW CITY OF TRINITY 2ODOW01100010•0610661_40110AN LAST UPDATED AUGUST 21 DM n Wit:, •v / I WI . • , , . il tie _- : wt•-'Ala 0 IN.•i- I . iity, 140. r II sa *ti 4 4rl ' • 1 / r, ' ,.„.14., ,,.. - -r-•'- �,::t. TURNPINERp LNG 1.1p1. `e � 2€ ii t.. '' `' \. " -K et $�� , • } - a a TPT r PIKE STREET PUMP STATION /. - — 'tir� r " r=- = - '� Year Installed:2006 � *� - • _.{,i; / Capacity:180 GPM '°�srr •?'� ': .;- !/, Type:Small Series Connected Duplex (/1/p, TI'/ qI'p �}7pq rm, It El qI'p Generator Size 150 KW IA s'""°.RM Ro p°Esr xr / WetweHDer0FT ,! ‘t*ts‘ `r' \/ waowooD TM., !!"" g ,., / ,,. s, 1!- :-.. ------ --------- 1, tl /// _ . „ , _ . ., /\ \ ...-,. ,'.: \''�Poe; Fps s� vf t. kl II PoI6 [' \ r f 1 I■ O V NNNe m t: (Po6e o Po-' V I !� / Legend e 2 !Ir Poe 4�,11r Oncgrisr cif, \ /j_I Ilsrro PoTO , �. , \! ! ' Manhole I qq . I Hgh Priority Manhole 4 POW T ,� I/ Pike Manhole OaK NNOIL Cr ,' - ' ��� �,y --_ ,% \ ' \ \ pogo I� % Pike High Pnonty Manhole AQ PoBS�w di 4 rt D+RBERRY Rp-- 4. \ Pc9e \III A / N\// V Air Release Valve I . .,E" _ a5�\ `'c ? .? I v \ ee Pump Slatron r # MIL '4' ' 11411 4 1 :' II a Gravity Sewer , ry •:t .. lit ilk k, .,. . 1 , /'- ` t -.. I r'DAyr u' fr WOOO DR E"`w�aGHµ Pik G�_� e Gravity Sewer •7 r_�,i #� - • - a Ii / 5 W EX(Mk' •, / \/ Pike High Prionly Gravity Sewer '"I `` EDGE tea II r.: 4 - n t - \• ' Force Main 3 II// ....../....... Tre: City Lards ate_. A ��• _ s i -. , -.. A C - �'"� '. 41X-a" � —• - Randolph County Units j 4 P °° A \ k -- _ Parcels 0 prose �"e w L. ae1 s\ s\ ---.-'--E" �'w ✓,v"�c /fro - ��' PIKE STREET MINI-SYSTEM NOTES: -- - IIw— / - 1- ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED :'- ♦r.4�a \''. t. - • ` 2- ALL PIPE PVC UNLESS OTHERWISE NOTED r!""v. Y of^� # •' , w09�^, I• • 3- PUMP STATION,FORCE MAIN,AND SEWERS P001-P052 INSTALLED IN 2006 , - . ."'' sr. { SEWER P053 INSTALLED IN 2007 i /� .fi , �t ,• , ,N„ s dp 5- SEWERS P054-P063,P090-P097,P108-P110 INSTALLED IN 2010 '.� ` E.o'NERE.Gmr.n,GSGS Ir,te,map REMENTV NR E. � — FORCE. MAIN DISCHARGES INTO ,: 7 ti 3 �i;:. �R Pt` . x 0,- } 6. SEWERS P064-P089,P098-P107 INSTALLED IN 2022 .•^� a . °`-`+"je^nM"'"^1 Nccc i i 5 l ' �. , o�grime �. Q9 �--'� STEEPLEGATE GRAVITY SEWER k - `r --i..i-- d �.°X N� 'I 1 u c m. , _11 _... '.'. "'1 „,, 1 11 1!I.Mu E tl"T.ar oh 1 Ia._,� y %., �i .. .�. g.�� �c�Og�`l'.e:,a me GlS'kc Cain i!Y. DAVIS•MARTIN•POWELLdmp PIKE STREET MINI-SYSTEM ENGINEERS & SURVEYORS 0 zoo 400 800 1,200 EXISTING SEWER COLLECTION SYSTEM T 336-88644821 I F 336-886-4458 I Leense:F-0245 I- 6415 Old Plank Road,HghPonl NC27265 I w««anPnnccom Feet CITY OF TRINITY, NC LAST UPDATED AUGUST 2023 Pi\202312300441GISlupdate Mapa1230044_PIKE.mzo Few'" ,, g • , ,t Y \;:.'" -$;- ,,,.°°!...41,i, , ,,, ,,,„ - f 1.,.'" ,,:''''-' .;4,:,..,,',''',' .. ; ..,- . — . , . ,,,,,„ .Zttt' 1", '' ' Of`,4r.'''4,4q,,,,;',4# ,4t!!'-.L„.':%;..,'..,,,e'.,,,,, ' . , „, ,„, t:40, ,,, , , ,, 4+ a"' , „:,,, ,, . „ 1fiE yr y 3 _ ,ysE f 'p CF fi a .` Be ' 4,0 3 FF S PIE N' x i. , {1 kfi: rt 3i F rk>m2 * t 1 �'� �� w y } x { ? s 11 14 Ll T 11 w 1. ' x 7� "y Raw...SI px a'A + 1yti. y '� 0 >" ,�m�aac a N4a SS 4n^.a� Cryya.�a�{{II .. Md r u Ar il igPatig N r ;f: w r.� A C, ' ff . p } , . - /' " vu '„ ,}- a, ay ' a"r T , . � k. `tR 4 R028 osec er ' . --- / ... gym,:»,... ✓�� -i 1. -- �� e D o INne.o, Mr 4\ IS "0.4:`1 \GAO �\ P gag 0.._pp_.___. R00a - GL a / ,. _ IVO? 0 , // ✓ D9f� -"- NON R081N TOY W Oa "`incam - c 4�R 9 3 r W _&lb-- E . !Inn / kt, 4.,',..r, \Ron 1� 4444 — }r ' Legend } Q Pump Station Meter ti7Alt yp ' 1 a .( , .r ,. Mn. 0 Porno Man 'ti l SdI M8eotsoNVIEWST O , IwNv L a ; Manhole y :A HkV lam* r. I1 ., C m *. ° _— n[DD,CK VIEW ST RonnieAale Manhole FORCE MAIN DISCHARGES INTO Ronmedale High Pnonly Manhole MDRGAN ST MORGAN GRAVITY SEWER - I # - ° Z GravitySeweroi"' i Ronmedale Gravity Sewer ,. /rw R061 Ronmedale High Priority Gravity Sewer di f �o• �� r Trinity City Limits nt' a ,w , S - R060I . :,, , t._pop Mr _J lot a W4 a ..—._=I\_.______ N R nI Randolph County Limits Parcels 7:u,.- fir;/-t O o RONNIEDALE MINI-SYSTEM NOTES: {:r '�' 437 b \, G 1. ALL GRAVITY SEWER 8^UNLESS OTHERWISE NOTED JI •,[a 4i`U 2. ALL PIPE PVC UNLESS OTHERWISE NOTED a°y o rJ ° `N 3. PUMP STATION,FORCE MAIN,AND SEWERS ROOt-ROBS INSTALLED 2014 }'. 'r.i' S • ga ,1x1 ri RUd4 Meeseor .� r K k. ,' :::,;/ FM � _ 1 !l f j RONNIEDALE PUMP STATION I 6 Year Installed:2014 '" +'^ " f„{I�6Q tr.y��1 i, Capacity:250 GPM • aS �d �; Type:Small Fixed Speed Duplex 6•I� y� VFD:No I on i 3q,�.P 4 Generator Size:80 KW c ' �Xr tI Wet Well Diameter:6 FT R001 Lr°.I �".J r IILIII..... 4..... Sources.Esn,tER/Germin.USGS.Intern.,INCREMENT v NRCan EsnJAr ETI Est Chinel, :u7 snH7',,F. User CommuG ":O,Iwn°eerttap eomnW�ws ant�e I RQNNlpeAIE HD r Use'Conimunily .�rv..,_e Esn rIar.i �....s ar 6eo9 �es'R'a,b Ux GISU6°i Onn, 0 100 200 400 600 --�Feei RONNIEDALE MINI-SYSTEM DAMS • MARTIN • POWELL dmp XISTING SEWER COLLECTION SYSTEM ENGINEERS & SURVEYORS CITY OF TRINITY, NC LAST UPDATED. AUGUST 2023 I r ' e SUNRISEAVE FORCE MAIN DISCHARGES INTO I • '" +1 i -'--•- THOMASVILLE GRAVITY SEWER �+ ' AP‘ IF it k if ii .` 04- 1. A .vi ,ray_ 't p y - y' to w 't'y. .. •. vi..�. � '� r , ! , W," x4 A Via' a w • •> h n2r A a , 0 I e -- r r a At At s ? /l/t ti2'vy ...--------------'--- ------\ I l II r A N NGSipN RG , �� I I Cy ,17 ..., ors +1 z,g., .; 1. \ 1 *` + '''i--:'' �4 e ' ,, .w , t.{r� ao- , ..K i J P ; NC NY,..:_ M r i pi, 1 ,- .. xz` ""ems — 4 awry �° lB�a �� 1— .Fr< ...., •1p' xX° a. `may s i ,t4, ,""7. I%4 was"e„b it:1t - +4, S. t -' •,y d, ^4,,..1;;,„, r 4• i" .t'fs. n'� G� YM,e K A a p, 3 i♦Y e t bp,� r -- L ` "."-' ��ROR ce "r "' !t '� h.x el �p z , r 1 {yw �4.4... aMx'�-- ": "`°4\.•IJ4 ( 3 .. y o / r '''' e 'f'.I<- 7.V/a s+�", Se Eo•P7 FIHCN F..RM R 1. P a P ". ' 4 ''99. i, „P".e � s9.o�y '. .. .' e w m.a,.ip c, y it x i, -1 J , i, C . 1 T Y ® F 1r ilt 11 Di 1 T Y �,,��� II- - Y1°lgiY�i%\C \ 1f -a N e"' ,.Y.5° -. ` �\.p, ,4..1, ' i ° . 1 _ II 1 ! B' M1 a5\Pie`W \ .,h ;-s^-°,q \ , r P .R ""i - \ ' 'y pUARTE0.HONaEI _ ,y 'S at • - - G 5� df•K'''.p,'.. l _ .— 1 B{.al,w b 4 w. i •" . Z M Ai «r i/. j' NAANEROT la i f I ,r L �,It .BH �\'. ,. •i s z. v /i • e q 4 id +: ' lialai «',1* i"" .'-* /� ;ai4,, ,„al •,ti._. ' .i ry ` -•,1tl " "r''''9s ?,,,,,,.4.,;*!.- it 4 i• , :,r .«;:�+ IliC - t ,^ '•. . ""y --'-_ --_ -. ._.. __ -- //' ? FORCE MAIN FROM Jr q# '+gt --- STEEPLEGATE PUMP STATION « r LAKEWOOD PS .._ Jr i _+ ' Year lnstalled:2002 :�,. t es•..• \ ,. �• �F' ry. a Capacity:500 GPM ° .�;., zi- % -. y�,� Type:Large Fixed Speed Duplex v s_la A _a` ____4 _.. .y,, idi 1" „, 8 - 7 4€ ..Generator Size:200 KW .„, 7 ie. ? Wi...° _$ayk" •1�6i , t w Wet Well Diameter:10 FT • Ir.:,.w Ili �i f a^ -. ,„ , 4 a � Ir 7`7 >�A r Y a - - FORCE MAIN FROM # w.+,m � t �. "• �!`. # ,i."' a.., • WHEATMORE PS , _. 4 S 4 e t e I S N : A , S y � ..r,cl e' iii ;. >f Vil+E.41100REGr - ; , .. J .., 111 k. l i '.- 4-'' STEEPLEGATE MINI-SYSTEM NOTES: `Legend ♦ 4 4j.. T B ONT oa 1 ■ f. �` �*a"6+�'.' pr - 1. ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED ' to•,.dy I fro ..'i i k °'*1- II, - "r j Manhole N i'. y ° 2. ALL PIPE PVC UNLESS OTHERWISE NOTED S/eeplegate Manrale tt - "� Iilk 3. PUMP STATION AND SEWERS S001-8015,S026-5044,S079.5088,5118-5125, S/eeplegate High Priority Manhole t- i a•s t4i TTT��- - 3150,S151 INSTALLED IN 2002 flik Meier W E 4. 4"INCH FORCE MAIN AND METER ON HIGHWAY 62 INSTALLED IN 2002 AND { '' �� '11:- • r DRY 8"FORCE MAIN WAS EXTENDED TO HIGHWAY 62 IN 2002 Air Release Valve / 11i lxa. 5. SEWERS S016-S025,3045.3078,5089-3117,S169,3170 INSTALLED IN 2004 Pomp , SI � �=�/,= 6. DRY 8"FORCE MAIN EXTENDED THROUGH HILLINDALE VD IN 2004 �� Gravity Sewer ' ,°" 7. SEWERS 5162-3169,3171-S175,S125-S149,S216-5219 INSTALLED IN 2007 Steeplegale Gravity Sewer - �' "-'- --•--.� "! :t 6, 8. 8"FORCE MAIN EXTENDED TO SUNRISE AVE.AND METER WAS ACTIVATED, sleeplegete nigh Priority Gravity Sewer +'' t ys,_.a� Arm t! 4"FORCE MAIN WAS INACTIVATED,AND PUMPS IN STEEPLEGATE PUMP STATION t .... ♦ ' A^.' WERE UPGRADED IN 2007 ''+ pone Man A° 9. SEWERS 3201-S215,3189-S200 INSTALLED IN 2010 -' ; 4, ow 1100 �- 10. SEWERS 3178-3182,SI83-31881NSTALLED IN 2012 ; Trinity City Lands 1 ...... - . 01K r -- -. di F k 11. SEWERS 3220-5229 INSTALLED IN 2019 o r 1 Randolph County Limits s swRrret r FRE c uses *n- ap RE ENT P NRC.an Earl i i...: '''✓ Zen i ITh.aen41 NGCC. )- m + 12. SEWERS 3230-5237 INSTALLED IN 2022 Parcels i oP.nsv�u{gP maewn..a4 ma Gas °.. k " -.__. _- i use,Comm , e;' + x 15. i Source Ear.rower Eadhstso Geo7aP^icaySM ISz m-ommn.y� DAVIS•MARTIN•POWELL dm STEEPLEGATE MINI-SYSTEM ENGINEERS A. SURVEYORS 0 175 350 700 3,05o EXISTING SEWER COLLECTION SYSTEM T 336.886-4821 I F 336-886-4458 I F-0245 Feet CITY OF TRINITY, NC 6415 Old Plan/Road KO Point re.17265 I wee.drop lnr_II 202312300441GIS1Updare Maps1230044_STEEPLEGATE Mad LAST UPDATED'. AUGUST 2 0 2 3 P/ Date.10/9/2023 User Name.kslalls ., g . g FORCE MAIN EXTENDS TO GRAVITY AT WHEATMORE PS 1 , , TRIfill 'ir Y ., .. ,- i . ..." t ;, i . ... ... _ key mabr pa . , i .•,.. ,., ...A, *# 4%0.• • . 'A ! . 41111111111111111, 14 4 -.Z . I 0 .iPr r Allt. FA" Er ,. ,. . , • ..- • .., i c 4 N II 1';t1,' - , F c F • II E f IlaftliMillar W -..411 ,, .... e.- '1`.- E .. g • a A, NDOL ? H COUETTY " t . A Legend 1,, 1 , 4 a . Manhole -T r i 1 --E-c, O, - "`",. '‘ 1 srRoIeeseVsto , , ' ' .'',/' •.„,:1,1•1 ' , *- r' _ ,.„ 4.,_.. Pump&Mahn ' -;-' '/\/Grav'lY Sewer.: — - - - , - -,,— "Ilt..78---04!: -- a TRINITY FURNITURE PUMP STATION Capacity:180 GPM..i. ..- !' I Type:Small Fixed Speed Duplex 7° Force MU,n , - ',, , VFD:No Generator Size:80 KW Wet Well Diameter:6 FT _,-•-, iForceS ----.. Alla 4 *V- .. — . i, I y I % ,A. ;I.,, 1,.....i re ,...... TRINITY FURNITURE MINI-SYSTEM NOTES: f, v. I !! !--. 1.---..., I .... ! (12v 1. ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED 1 2. ALL PIPE PVC UNLESS OTHERWISE NOTED Ja,mn MEl Ear,Coos along Kong) f. 3. PUMP STATION,FORCE MAIN,AND SEWERS TF001•TF004 INSTALLED IN 2011 Ed ' lik -TT, .7 - nAg •olf0t,,,, DAVIS•MARTIN•POWELL TRINITY FURNITURE MINI-SYSTEM ENGINEERS & SURVEYORS dnlimmuelP 0 37 5 75 150 225 EXISTING SEWER COLLECTION SYSTEM T 336-8864821 l F 336-886-4458[License F-0245 Feet CITY OF TRINITY, NC 6415 Old Plank Road HIgh Punt NC 27265 I wenvdalp mc tom LAST UPDATED AUGUST 2023 P‘2023\230044161S1Updale MapM230044_TRINITYJURNITURE Mod y•st,_.•. Ql!.„0,•,;. 1 iL : py� d is zx "`� • E• - .�g: /�^ ,`i.. ss, ,101041141.1311\ . . ,-, .. ....-:..,,L —. • 4111.11,11''Lliga.4. -7 '' ' .0.t, N k N.., , ti, _ . . [ <. • - .fir x. t Vitillii):'i {I.t, -y .il . i' a* '. `!' - - �•�, '9 # ,; ,r - - - • _ -�-- . ,..4\ ,S . .�_ ' . x fir• ?' -�/ .� �i, 11 i '. - - i .. ^y L6+ } -=�.+. -'- -- - " 'z--^' TURNPIKE INDUSTRIAL PARK PUMP STATION Year Installed:2018 fs� Capacity:200 GPM �4 Type:Small Fixed Speed Duplex r..� %VFO:No t,1 a,rt.. - - -- - Generator Size:70 KW 1„�. > Wet Well Diameter: FT -. ® - .. �I- _ _�// N W ��� E ,_ • �nroa a P." - - •At , / • 0 e 14 / ll i i.-16.Ird 044 a���, -, R:-. 7.- j♦ � � :' S Legend ® � _ a a 1 ' r a, oi .fYe { • Thomasvdte Manhole ® *FMs BEGIN THOMASVILLE JURISDICTION - .- TIP Manhole(Thomasville) . 1, DOWNSTREAM OF FLOW METER - '., 1144 '+� .i° i51s PrwrIE-,gy a i:}Aty'xt; -- :.. .. E. -5--,:... iii a - 1#4t`' ,_ n -^' "" t,�,'.''�.-3 �`�'.- .. _ _ '_- TIP Manhole 7 z "� Y 0 IF � n` I nrl 1 1T ��Thomasville Gravity Sewer . C �l jL Y ryL vV 11 dV ll Y V " a _ TIP Gravity Sewer tie • 3�. 'L'' . \\// TIP Gravity Sewer(High Priority) • © _ 1 T fi F• ....�- 1 k. ,b,+S ' .__bK - •? k 4 '� /1�/ TIP Gravity Sewer(Thomasville) s - ""'4'- -sg}° .d' 1 - -^.T /1 / TIP Gravity Sewer(Thomasville-High PriorRy) ' [ b � + 'TV Air Release Valve FRrFeoNr ea ¢y } --} ) 5. vat- _` ' y;u 'tc fv�s� 1S ^ / Farce Main TIED TO EXISTING ,_ *' Y' r - R _ THOMASVILLE SEWER mr,:ry City Limits -c ` �_--` i _- Randolph County Limes 11111(tlHli �� � Parcels 1L - ?• /p'y •r �_ "QNT oe ' Meter-I-F-;":a:,W---;16i6.l3Y/ta;i;l'ai t.: j L,; -..rR��A �/1 r WExF(Yxo Clre .. 1.;?:...:T".'ija!_T ay.-... I.' tt r ° ; __ i ! TURNPIKE INDUSTRIAL PARK MINI-SYSTEM NOTES: s. x, -,. :i. - raNgI --7 �,'; LACE GRAVITY SEWER 8"UNLESS OTHERWISE NOTED 4 4, �� i. e 11 a :it: _ 1" 2.ALL PIPE DIP UNLESS OTHERWISE NOTED ,.a `_ i~,.... `8' •_......-_.....„ . 3.SEWERS TIP008-TIP020INSTALLED IN 2017 - r o ea r� �: 'Ls V-li •444i- 41 �, 4.SEWERS TIP001-TIP007 INSTALLED IN 2016 - T'-v, I su.,res�..'Geae.G.mn uses 1pan. i enCre (NRCxn ei ; «tom` f $ �T Japan M TI.E rr re ne t.rrs Nwq - ! 1-•-y '�•-•�• Esn Kai ITne,lane)NGCC.NI 5.PUMP STATION&FORCE MAIN INSTALLED IN 2018 I Uorc Ceer contributors.and m. i e ° .- Muer.Eews eGoya tr-cSS 1sa DAVIS•MARTIN•POWELLdm TURNPIKE INDUSTRIAL PARK MINI-SYSTEM ENGINEERS S SURVEYORS 0 100 200 400 60Feet EXISTING SEWER COLLECTION SYSTEM Y OF TRINITY, NC T 336-8884821 I F.336-886/458 I License F-0245 6415 al Plank Road H5t Pont NC 27265 I w,.w•]mp.c can 1 inch- -200 feet LAST UPDATED AUGUST 2023 P:1202312300441GISUpdate Maps1230014_TURNPIKE_INDUSTRIAL_PARK.m.D • \ \ # , .mot h, * / ,, . i /1 \ . . , ' ' "r I, , +4- TWINWOOD PUMP STATION Year 008 FORCE MAIN �� z ' '7 , „ ' paity:Lar Installed:e Variable a Speed Duplex --_ MORGAN ROAD PS / ;.. ,.. # C Type::Yes 400 GPM FROM VFD: Size:400 KW Wet Well Diameter:10 FT �'.., l/,/�. }IT p'�Iq V� �{��{�� �'( ��(�JQ }T 4� R\q�Ar '. mil! 4 LLY ® LLlj Lt dV 11 L1 \ - --,. I_--r. .. , / // // lij' _ I . N /,: ,� tl �. .n. ' W �&' E y fl ,rs� I \ / i/ `fixi'l \ ,« Legend /// ole 1 V�� �_ Ii 11r, \ II Manhole r _ FORCE MAIN FROM I lr, _ rwlnwooa HighTwinwood Pn«iry Manhole/, / WELBORN PS Irm (. r FORCE MAIN DISCHARGES INTO / I - "` - � >>� ' � nn STEEPLEGATE GRAVITY SEWER - -- k .. \ ' Air Release Valve '. I Pump Station .%,.... _.— -.—— —__._— _—___ — --... __ _ oee Y ewer Crr -- -Att.. E ��/ s 21 I .I - ��GravilY Sewer(High Pnonly) li \ • _ 0 I! �� Twmwood creviry sewer I� �/ Twnwood High Pnaity Gravely Sewer - I\ x ' / \/ ForceMon n III �_ II ,_;a, 1 I i . Trinity City Limits II II 1 // 4' i,'•' : i 1 Randolph County Lends f r / - I / \ II 11 .x s,£fi, Parcels // / \ _--=-..--—-------,—.----.----- _--—-__..___,..______________.__ ___.I TWINWOOD MINI-SYSTEM NOTES:\ 11 ,(,, : ,„f' -, , ", , \'' 1. ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED I „,, / \ 0. ri '0.6 2. ALL PIPE PVC UNLESS OTHERWISE NOTED 1 s 3rye 1 Sgyces. SERE.Gxn.n USGS IMerm 4REMENT V NRcxn Es, 3. PUMP STATIONS,FORCE MAINS,AND SEWERS T001-T107, t i �= 4e'e rf,� cn etNorq KorNl 1 . Ev1K Im tl)NGCC \\ W001-W037 INSTALLED IN 2008 I Ow s ea as lee c_. —,= u co-nm„ �- \\ -_ II ii i�- Ev'x�r Ea alb, cs se the GIS User Gemmunny DAVIS•MARTIN•POWELL/•�� ENGINEERS & SURVEYORS YumPTWINWOODCOLLEMINI-SYSTEM 7 336-88W821 I F:338A86-4450 l License:F-0245 0 145 290 580 s�F EXISTING SEWER COLLECTION SYSTEM 6415 Old Plank Road High Point NC 27265 I we*4RPnc can Feet CITY O F TRINITY, N C PA2023‘230044\GIS\Update Mapa1230044 WWINWOOD.mxd LAST UPDATED: AUGUST 2023 \ / ,, _— .„_ ,_ __ o. .. a L E .fig s M , 414 i, / .- I ry C 1 `IC It' OF T f R I It `I19 Y . .10.4*.,,,,::t ;, ,,,,,: : ''' ';' ' ' . , >, •, 2, 2 ,,,, ,2 2 -•'4).,-..1 e e- - . '".: ,...t arc:•Aii.•r N . r*. '. �` s-01...w__ . 3 ,.. -� ' ` ,. fir,. , •,+ �jk �I 1 &� , iii4 4—, .,...,..%,„-4,:-;'!"-4—:' .- 4.k. er, i., _ , 'FORCE MAIN DISCHARGES INTO -.: -. "y • i, ..... , 1 R �, e A. ., & 't. ,�, !1 „R f TWINWOOD GRAVITY SEWER _,y,W__ ,vw. iK _ apthi xr. IN 1 g y � + r r Legend $.,• u«.. i . 1! _ +Isi 1 �vov a -:`.,,� zs. F�' o.c *.. woaz se c, ''' "�€ Manhole il ink 'M .: d'�r3 ': i 3q' w. --;—\, • ,... ...t F ,.j } t ! ` ar Raleasa valve - ` t+ - _I Slit, ..Y iFi'"' �#� ` l Porno Station ocr # t I #t, s i - WELBORN PUMP STATION Gravity Sower 7 � w i `�f Year Installed:2008deN,___-_ - t ._. _+at ,,i, Capacity:185 GPM fY4 A I p / 3 3 `_i .F„�� �,. p -`9,a„ `t1 f TYPO Small Fixed ewe u >::a'1#..... h` (/�� w. •.>.. -� 4-.. Spe Duplex a n* �VFD:No __'�-- u/ �!M ° •, --'-. ,y ^+a t !*` % Generator Size:60 KW w,YES W a ' wc, a# .- a ""^�',•• -"1 Wet WWI DiarMNn 6 FT t , I Z Fuca Mare �i - a � - `h" , °' .. I _._ Tr..4,City Lfmlls 1 , 4 ye .-' +s•S _ t" 0 n E r RanEolp�County L,mits �._- iA: t• �' C `_ i:�• 4y a Parcels _. h'tr R '+^ s ", wee, �? i s , r s 4Swu,s r S a. , '� cs r B ‘Ii .1.- 1., �f 1�' - ! F lly;elk + � y '. ,.... __ �r #1 4 1 *1 4 y iR s� !, rites,Z.t s'• • -"`': I .4 • Agit a'I'i=^ r 1881.18 swra a " '{ i 'it WELBORN MINI SYSTEM NOTES !� + §. - „ � r ' L ,• £ 1. ALL GRAVITY SEWER 8^UNLESS OTHERWISE NOTED I. :- ,,fit '"�•° j{'i +� dj °� t .,t ,,j 1 ' 2. ALL PIPE PVC UNLESS OTHERWISE NOTED • J. "L.'s • i 4 i. ERE. wmn,USGS t $ � 1 � ,s 1 ir 4.'" 3. PUMP STATIONS,FORCE MAINS,AND SEWERS T001-7107, '• I REMEr# V NRC=n.E. '[ 1 �° i c9`y +�_ fff s W001•W037 INSTALLED IN 2008 11" K } i } r.,, tt .,,,, T(•J:vi Chine Mona Kann! Ia+an41"NGCC.Ic CPens� eWaom and P,e C: user cammann ..t sn.Maeer.Ew,hetar Geagaphia,ant tt,e CIS User Cemmunny DAMS•MARTIN•POWELL��� I ENGINEERS & SURVEYORS WELBORN MINI-SYSTEM T 3368864821 I F 336-886-4458 license F-0245 to 0 75 150 300 aso EXISTING SEWER COLLECTION S S T E M 6415 Ca plank Road High Point NC 27265 I wwrdmp-alc corn Feet CITY O F TRINITY, N C R12023,230G441G15UIpdate Maps@30044 WELBORN mad LAST UPDATED AUGUST 2 0 2 3 1 < FORCE MAIN EXTENDS TO OTEEPLEGATE GRAVITY SEWER f. l4,6t S \ .. 1111}I I I.a l:.f6 F R e` i4 . ' s ft jI'j_ �j}�I�/ rj����' l/'/{.) U �nYY VI'� • L�l, ii • •• ®° fib ,... L► YYw""► V/ 0 �V L , R A '+, \t f _ ... , s. i r g WHEATMORE PUMP STATION .: 4 a Year Installed:2009 ' r �; r + Capacity:320 GPM `� $�§' —' o .• Type.Medium Senes Connected Duple. : '4 "• ` ` ' I Generator Size'.200 KW hW$W18 }_. • It v Wet Well Diameter 8 FT — .r 3 l '4:k �.400 a. _. \ "wMool 1 �. ., # 1— 7` " .x �. �x . ,Si� " :^m��.. _ Muni f a-99 V y§ o . t • yt •a x`,..y- _. 4 ' E WMOa +�-a-=•%40 i'• aa F _ ' . wn w'z .. fit. N nT FORCE MAIN FROM " TRINITY FURNITURE PS / o \ ,,..„, W _&'1--- E / r S � Legend Manhole '` I-� j Whealmore Manhole ill - Whealmore High Priority Manhole X le R .-'.n s• Air Release Valve Pump Station ^,7 Gravity Sewer v,�Wheatmore Grawry Sewer v Force Main i i •1 Trinity City Limits it Randolph County Limits .° Parcels l TP i :r.,..,........y. 1,• 11 WHEATMORE MINI-SYSTEM NOTES: : 17 `''' •r' i i D„,t 1. ALL GRAVITY SEWER 8"UNLESS OTHERWISE NOTED ', SPL A i ;< p - 2. ALL PIPE PVC UNLESS OTHERWISE NOTED i `�nSnine E HERE.carmen.uses, Intern INCREMENT P NRCan.Een Japan.METI Een Chine Hong Kw, 3, PUMP STATION,FORCE MAIN,AND SEWERS WM001-WM018 INSTALLED IN 2009 ' Evixau.Een lrnwanei.Ncee j OnenSueeW�cmrcr4ubrs.arq the U�rx Comm,.i N DAVIS•MARTIN•POWELL dm ENGINEERS is SURVEYORS WHEATMORE MINI-SYSTEM E 336686-N F 33&866-4458 License.SU45RVEYORS 0 75 150 300 450 EXISTING SEWER COLLECTION SYSTEM 6415 Old Plant Road High Point NC 27265 I avoedmp-inc coo Feet CITY OF TRINITY, NC P023,230044IGISIUPdate Mapsl230044 WHEATMORE.mxd LAST UPDATED AUGUST 2 0 2 3 12