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Home My WebLink AboutWQCS00006_Application_20230703 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 package ® PP p g 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: El 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(4 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: El Instruction A: Cover Letter El 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 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 • Section VI.4 Contingency Plan • Section VI.6 Comprehensive Collection System Map O 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 Greensboro 2. Facility Information: Name: City of Greensboro Collection System Permit No.: WQCS00006 3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility ❑ County ❑ Other: 4. Signature authority's name:Robert Neal Martin per 15A NCAC 02T.0106(b) Title:Construction&Maintenance supervisor 5. Applicant's mailing address:2602 S.Elm-Eugene St. City: Greensboro State:NC Zip:27406- 6. Applicant's contact information: Phone number:(336)373-2773 Fax number:( ) - Email Email address:Robert.martin@greensboro-nc.gov II. CONTACT/CONSULTANT INFORMATION: 1. Contact Name: Robert Martin 2. Title/Affiliation: Construction&Maintenance Supervisor 3. Contact's mailing address:2602 S. Elm-Eugene St. 4. City: Greensboro State:NC Zip:27406- 5. Contact's information: Phone number: (336)373-2773 Fax number: ( ) - Email Email address:Robert.martin@greensboro-nc.gov III. GENERAL REQUIREMENTS: 1. New Permit or Premit Renewal? ❑New ® Renewal 2. County System is located in: Guilford County 3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system: Owner(s)&Name(s): City of Greensboro TZO Osborne 4. WWTF Permit Number(s): NC0047384 5. What is the wastewater type? 31 MGD%Domestic or 2 MGD%Industrial(See 15A NCAC 02T.0103(20)) lI y Is there a Pretreatment Program in effect? ®Yes or❑No 6. Wastewater flow: 33 MGD(Current average flow of wastewater generated by collection system) 7. Combined permitted flow of all treatment plants: 33 MGD 8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data 9. Population served by the collection system: 105,696 connections. IV. COLLECTION SYSTEM INFORMATION: 1. Line Lengths for Collection System: Sewer Line Description Length Gravity Sewer 1,450(miles) Force Main 76(miles) Vacuum Sewer 0(miles) Pressure Sewer 0(miles) APPLICATION CSA 04-16 Page 3 of 5 • 2. Pump Stations for Collection System: Pump Station Type Number Simplex Pump Stations(Serving Single Building) 0 Simplex Pump Stations(Serving Multiple Buildings) 1 Duplex Pump Stations 50 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,telemetry,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 15A 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. Our structure is setup in the following order. Director,Deputy Director,Manager, Superintendent, Section supervisors,field coordinators,Crew supervisors,Crew members. We have a sewer construction and maintenance section that maintains the collections system.Our lift station section maintains our lift stations.Both sections are housed in the operations division that employs over 160 employees. 2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.020 1 Main ORC Name: Robert Neal Martin Certification Number:993769 Back-Up ORC Name: Certification Number: 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: $9.2 million 4. Submit a copy of your current annual budget. 5. Approximate capital improvement budge for the collection system only: $8 million 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 VI. COLLECTION SYSTEM COMPLIANCE: 1. 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❑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. I(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. III(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): All lift stations are continually monitored by a SCADA system(Mission Communications)that remotely call into our 24/7 dispatch call center.All high priority lines are constructed of ductile iron pipe and the SS number is used to locate the lines in our GIS/work order system. VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b): I, 4e. f X/tc I b 4 v1,'r Ct-",SM/rrv.so✓attest that this application for C .47 pt G ve_ehczos--) (Signature Authority's Name&Title from Item I.4) (Facility name from Item I.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 well as civil penalties up to$25,000 per violation. APPLICATION CSA 04-16 Page 5 of 5 Equipment High Priority Line list SS00048 SS00049 SS00060 SS00072 SS00073 SS00173 SS00192 SS00356 SS00558 SS00570 SS00833 SS00856 SS00939 SS01022 SS01339 SS01393 SS01536 SS01551 SS01589 SS01784 SS01795 SS02247 SS02271 SS02374 SS02395 SS02398 SS02410 SS02499 5502501 SS02591 SS02608 5502728 SS02735 SS02737 SS02738 SS02745 SS02767 SS02775 SS02778 SS02785 SS02789 5502790 5502799 SS02818 SS02845 SS02877 SS02979 SS03014 SS03042 SS03787 SS03821 SS03944 SS04099 SS04317 SS04777 SS05081 SS05238 SS05295 SS05374 SS05709 SS05820 SS06009 SS06021 SS06078 SS06079 5506125 SS06129 SS06169 SS06219 SS06250 SS06283 SS06555 SS06735 SS06777 SS06791 SS06808 SS07248 SS07296 5S07387 SS07409 SS07410 SS07436 SS07836 SS07838 SS08030 SS08031 SS08075 SS08109 SS08147 SS08244 SS08348 SS08772 SS08813 SS08868 SS08888 SS08937 SS08939 SS08940 SS08943 SS08944 SS08955 SS08966 SS08972 SS09273 SS09310 SS09436 SS09899 SS09931 SS10238 SS10355 SS10480 5511114 SS11115 SS11116 SS11117 SS11120 SS11121 SS11123 SS11126 SS11127 SS11184 5511190 SS11192 SS11197 SS11250 SS11536 SS11549 SS11563 SS11566 SS11792 SS11797 SS11798 SS11861 SS11863 5511955 SS11969 SS12343 SS12461 SS12802 5512805 • SS12867 SS12869 SS12879 SS13054 SS13061 SS13406 SS13462 SS14001 5514013 SS14019 SS14781 SS14818 SS14837 SS14896 SS14910 SS15009 SS15017 SS15032 5515034 SS15035 SS15044 SS15050 SS15052 SS15288 SS15291 SS15299 SS15306 SS15310 SS15312 SS15328 SS15329 S515331 5515333 SS15339 SS15341 SS15421 SS15426 SS15432 SS15592 5516475 SS16576 SS16604 SS16611 5516624 SS16674 5516694 SS16713 SS16728 SS17255 S517363 SS17737 SS17769 SS17784 SS17799 SS17812 SS17818 SS17820 SS17860 SS17903 SS18338 SS18341 SS18439 SS19077 SS19209 SS19495 SS19496 SS19855 SS19916 SS19992 SS20146 SS20160 SS20830 5520848 SS20857 SS20897 SS20899 SS20942 SS20943 SS21045 SS21149 SS21208 SS21289 SS21298 SS21450 SS21479 SS21564 SS21595 SS21655 SS21685 SS21818 SS21902 SS21952 5522187 SS22233 4. SS22234 SS22235 SS22293 SS22377 SS22843 SS23540 SS23683 SS24110 5524343 5524650 SS24663 SS25099 SS25448 SS25582 SS27220 SS27311 SS27413 SS27567 SS27617 SS27641 SS27645 SS27796 SS27858 5S28005 SS28468 SS28517 SS28525 SS28544 SS28548 SS28671 5528672 SS28680 SS28788 5S28803 SS28805 SS28810 SS28813 S528814 SS28970 SS28979 5528985 5529094 SS29261 SS29473 S529550 SS29593 SS29594 SS29595 SS29784 S529787 SS29792 SS29936 SS30570 5530720 SS30882 _ SS30909 5530995 SS31471 SS31473 SS31506 SS31524 SS31648 SS31709 SS31882 SS32100 SS32156 _ SS32210 SS32379 SS32383 SS32467 5532476 5532501 SS32589 SS32593 SS32707 SS32785 SS32880 SS32891 SS32921 SS32922 SS33015 S533445 SS33503 SS33731 SS33831 5S33849 SS34282 SS34650 SS34791 5534846 SS35151 SS35219 SS35237 5535366 SS35421 SS35470 SS35481 SS35550 SS35688 SS35728 SS35933 _ SS36222 SS36442 SS36613 SS36719 SS36753 SS36777 SS36893 SS37157 SS37245 SS37263 SS37351 SS37377 SS37538 SS37816 SS38707 SS38734 SS40395 SS43150 SS43165 SS43351 SS43462 SS43755 SS43962 SS44116 SS44218 SS44274 SS44349 SS44428 SS44474 SS44525 SS44526 SS44630 SS44631 SS44759 SS44760 SS44816 SS44859 SS44999 SS45042 SS45311 SS45527 SS45630 SS45697 SS46379 SS47523 Greensboro - Accounting Unit Detail - Expenses Budget Year:2023-2024 2020-21 2021-22 CY Budget YTD Actual CY Estimate 2023-24 2023-24 2023-24 2024-25 2024-25 2024-25 Actual Actual Dept Req Mgr Recom Fin Budget Dept Req Mgr Recom Fin Budget 501-Water Resources Enterprise Fd 501704101-Sewer Maintenance&Repair 3,544,085 3,563,975 5,378,933 1,452,176 6,211,522 6,101,223 6,032,916 6,146,201 5,609,203 5,579,825 5,718,270 501704401-Sewage Pumping Stations 2,686,402 2,798,679 3,317,546 1,170,142 2,529,890 3,482,984 3,468,236 3,493,095 3,496,726 3,500,653 3,531,086 501-Water Resources Enterprise Fd Total 6,230,486 6,362,654 8,696,479 2,622,318 8,741,412 9,584,207 9,501,152 9,639,296 9,105,929 9,080,478 9,249,356 6,230,486 6,362,654 8,696,479 2,622,318 8,741,412 9,584,207 9,501,152 9,639,296 9,105,929 9,080,478 9,249,356 Jun 28,2023 01:05 PM Greensboro-Accounting Unit Detail-Expenses Page 1 Greensboro - Accounting Unit Detail - Expenses Budget Year:2023-2024 2020-21 2021-22 CY Budget YTD Actual CY Estimate 2023-24 2023-24 2023-24 2024-25 2024-25 2024-25 Actual Actual Dept Req Mgr Recom Fin Budget Dept Req Mgr Recom Fin Budget 501-Water Resources Enterprise Fd 501701101-Business 12,184,592 11,907,556 14,124,311 5,894,840 4,059,322 15,383,908 15,205,519 15,234,556 15,639,941 15,496,082 15,529,111 501701201-Utilities/Customer Services 2,627,999 2,650,149 3,747,749 621,115 937,013 3,578,259 3,567,861 3,580,687 3,704,374 3,706,762 3,722,385 501701202-Utilities Services Statement 569,046 556,538 643,000 161,282 0 643,000 643,000 643,000 643,000 643,000 643,000 501701301-Meter Services 1,840,008 1,625,994 2,998,816 909,732 1,860,196 3,625,931 3,618,406 3,642,033 3,572,284 3,589,613 3,617,858 501701401-Capital Reserve Account 27,791,487 28,668,530 30,771,641 12,828,331 30,760,143 32,697,647 32,697,647 32,697,647 33,926,647 33,926,647 33,926,647 501701501-Bond Retirement-Water Debt 12,046,469 11,891,854 11,573,468 27,234 13,986,978 15,969,229 15,969,229 15,969,229 18,847,352 18,847,352 18,847,352 501701601-Bond Retirement-Sewer Debt 15,882,099 14,655,202 14,623,423 28,004 15,059,703 17,945,946 17,945,946 17,945,946 20,729,019 20,729,019 20,729,019 501701701-Other Long-Term Financing 0 0 0 0 0 0 0 0 0 0 0 501701801-2014 W/S Refunding Bonds 0 0 0 0 0 0 0 0 0 0 0 501701901-Water Conservation 219,048 201,207 345,151 99,842 152,492 378,329 380,892 382,486 384,482 388,980 391,009 501702101-Lake Brandt Station 311,097 315,243 868,393 150,382 0 717,120 717,120 717,120 750,250 750,250 750,250 501702301-Mitchell Water Plant 5,319,299 5,411,524 7,450,409 2,319,313 2,300,075 8,046,759 8,056,222 8,079,972 8,262,535 8,300,414 8,328,409 501702302-Seminole Court 174 219 234 234 0 237 237 237 261 261 261 501702401-Booster Stations&Water Tanks 915,603 632,820 2,427,011 372,894 0 1,113,261 1,113,261 1,113,261 1,482,305 1,482,305 1,482,305 501702501-Townsend Filtering&Pumping 5,140,398 6,102,700 7,430,167 2,595,302 4,060,982 9,946,576 9,944,751 9,966,823 9,174,629 9,199,833 9,226,627 501702701-Water Purchases 6,525,057 6,794,688 7,568,742 2,895,988 0 7,731,662 7,731,662 7,731,662 7,849,662 7,849,662 7,849,662 501703101-Water Maintenance&Repair 2,873,093 2,803,724 4,198,963 1,242,610 3,166,295 4,481,472 4,439,716 4,503,282 4,447,956 4,433,396 4,510,786 501704101-Sewer Maintenance&Repair 3,544,085 3,563,975 5,378,933 1,452,176 6,211,522 6,101,223 6,032,916 6,146,201 5,609,203 5,579,825 5,718,270 501704401-Sewage Pumping Stations 2,686,402 2,798,679 3,317,546 1,170,142 2,529,890 3,482,984 3,468,236 3,493,095 3,496,726 3,500,653 3,531,086 501705101-North Buffalo Plant 887,177 763,096 1,457,038 335,262 1,320,565 1,788,708 1,788,708 1,788,708 1,590,815 1,590,815 1,590,815 501705401-Industrial Waste 1,152,610 1,327,446 1,694,325 598,201 1,476,685 1,939,961 1,950,371 1,958,531 1,964,069 1,982,734 1,991,785 501705601-Osbome Plant 12,290,891 13,355,297 15,413,290 5,532,098 14,906,606 17,380,568 17,431,897 17,472,807 17,666,902 17,765,310 17,814,049 501707101-Yard Service 5,613,313 6,083,506 6,924,500 2,497,249 4,783,432 7,642,257 7,297,254 7,357,054 7,340,157 7,390,046 7,459,363 501708101-Water Resources Engineering 2,451,817 2,787,357 5,631,346 1,209,916 1,635,738 5,723,807 5,745,514 5,762,892 6,022,574 6,064,642 6,085,649 501-Water Resources Enterprise Fd Total 122,871,765 124,897,303 148,588,456 42,942,146 109,207,637 166,318,844 165,746,365 166,187,229 173,105,143 173,217,601 173,745,698 Jun 28,2023 12:10 PM Greensboro-Accounting Unit Detail-Expenses Page 1 A !..., , Greensboro - Accounting Unit Detail - Expenses Budget Year:2023-2024 2020-21 2021-22 CY Budget YTD Actual CY Estimate 2023-24 2023-24 2023-24 2024-25 2024-25 2024-25 Actual Actual Dept Req Mgr Recom Fin Budget Dept Req Mgr Recom Fin Budget 505-Stormwater Mgmt Enterprise Fd 505700301-Administration 708,380 722,179 1,005,764 351,561 306,956 1,053,590 1,057,868 1,061,295 1,061,359 1,069,494 1,073,563 505700302-Stormwater Mgmt/Construction 686,568 1,566,748 1,779,005 619,188 0 3,979,005 3,479,005 2,379,005 3,979,005 3,479,005 3,479,005 505700303-Water Quality 694,687 550,997 822,329 180,003 297,994 775,570 781,719 785,500 785,488 796,289 800,956 505700304-Operations Management 408,231 370,737 485,202 202,684 467,960 621,627 623,073 628,046 634,309 641,709 647,874 505700305-Planning&Engineering 341,821 323,264 597,248 94,767 668,872 732,610 728,118 734,002 711,203 714,311 721,749 505700306-Public Education&Awareness 35,395 48,510 104,500 49,470 0 116,500 116,500 116,500 116,500 116,500 116,500 505700307-Stormwater Soil Erosion 227,040 249,594 257,075 73,044 379,578 499,809 488,180 491,732 436,162 429,229 433,769 505-Stormwater Mgmt Enterprise Fd Total 3,102,122 3,832,029 5,051,123 1,570,717 2,121,360 7,778,711 7,274,463 6,196,080 7,724,026 7,246,537 7,273,416 125,973,887 128,729,332 153,639,579 44,512,864 111,328,997 174,097,555 173,020,828 172,383,309 180,829,169 180,464,138 181,019,114 Jun 28,2023 12:10 PM Greensboro-Accounting Unit Detail-Expenses Page 2 PUMP FAILURE CONTINGENCY PLAN SEAL FAILURES At least one set of mechanical is kept in stock at all times at stations with mechanical seals. When a seal failure occurs,the pump is pulled and the seals are replaced ASAP. PACKING FAILURE Packing is kept in stock at all times and pump is repacked as needed,usually ahead of time to prevent this failure. If a failure does occur, pump is repacked ASAP. [Pre-cut packing is kept on hand to cut this down time to a minimum.] Stainless steel sleeves are inspected routinely and ordered ahead of time to be replaced during a scheduled maintenance. BEARING FAILURE Bearings are purchased locally or can be obtained from pump manufacturers within a 24-hour period. [Our bearings are monitored weekly to prevent unscheduled down time.] POWER FAILURE Spare generators and by-pass pumps are on hand for stations that are not equipped with a permanent unit and up to four vactor trucks can be utilized to pump and haul from low volume lift stations. ** In all the above problems with the exception of"POWER FAILURE", all stations are backed up by a minimum of[1] pump with the exception being Abner Lift Station.Abner lift station has a small sump pump with[1] spare on hand to be used as needed. EMERGENCY FUNDS The City of Greensboro maintains a contingency fund in its operating budget which allows us to respond to unbudgeted expenses related to pump and pump station failure. 4 Rental Companies Heavy Equipment United Rental (336) 379-9757 Generators Sunbelt Rental (704) 335-0204 1-800-440-6430 Cummins Atlantic (336) 275-4531 1-800-725-9278 Cranes Guy M. Turner (336) 294-4660 Pumps Sunbelt Rentals (704) 335-0204 1-800-440-6430 Godwin Pumps (919) 661-6061 Hinson Pumps (704) 522-7867 1-800-522-8977 Tankers A&D Enviromental (336) 434-7750 Shamrock (336) 375-1989 Backhoes and Small Equipment United Rentals (336) 379-9757 1-800-473-2625 Pump Suppliers Smith and Loveless (919) 245-5070 1-800-922-9048 Durham office Kansas City Main office Fairbanks Morse 828-855-3182 Clearwater, INC Gorman Rupp • (336) 665-1435 Tencarva Emergency Equipment stored on the Yard - 2303 Soabar St. 27406 By-Pass PumpHL6M 568 8x6 Godwin Diesel Portable 240 Y By-Pass Pump CD140M 568-5 4x4 Godwin Diesel Portable 100 Enclosed By-Pass Pump HL6M 568-3 8x6 _ Godwin Diesel Portable 250 _ By-Pass Pump HL250M 568-10 12x10 Godwin Diesel Portable 250 — By-Pass PumpHL225M 568- _ 10x8 Godwin Diesel Portable Y e o table 250 Enclosed By-Pass Pump 568-4 _ 6X6 Godwin _ Diesel Portable Generator 406 130 Baldor _ Diesel Portable 100 Generator 390-24 80 Blaldor Diesel Portable 135 Generator 362 230 Spectrum Diesel Portable 250 Air Compresor 434 Ingersoll Rand Diesel Portable Light Tower 385 Amida Diesel Portable Soabar St Warehouse N/A 150 MTU Diesel Generator 300 WATER RESOURCES SAFETY/EMERGENCY EQUIPMENT 24 Hour Emergency Service: 336-373-2033 A Variety of emergency and safety equipment is maintained to protect workers and assist in controlling fires, emergencies, spills, etc. Name of Emergency Location of Quantity on Hand Equipment Equipment Safety Equipment Service Center Barricades type II(20) Barricades type III(5) Arrow Board(on trailer)(2) Portable Light Units Service Center Trailer Mounted 7.5 K.W. Light Tower Portable Power Units Service Center 1800 Watt Generator(2) 2000 Watt Generator(2) 2500 Watt Generator(2) 3500 Watt Generator(2) 5000 Watt Generator(1) 7000 Watt Generator(1) Meter Shop 6500 Watt Generator(1) 2000 Watt Generator(2) Crane Trucks Service Center 20 Ton(1) 10 Ton(1) Tractors Service Center 200 LE John Deere Trackhoe(1) LB 110 New Holland Backhoe Loader(10) Truck Mounted Backhoes(2) JCB 436ZX Wheel Loader(1) Pumps Service Center 3"Pump(15) 6"Pump(1) 4"Pump(1) 8"Pump(1) Meter Shop 2"Pump(2) Air Compressors Service Center 175 CFM(2) 150 CFM(2) 185 CFM(5) 125 CFM(1) * *mounted on trucks Trucks Service Center Vacuum Trucks(6) 3/4 Ton Utility Trucks(12) 2 /2 Ton Utility Trucks(12) 1 Ton Utility Trucks(7) 1 'Y2 Ton Utility Trucks(5) 1/2 Ton Trucks(7) SUV Supervisor Type Vehicle(7) Power Rodders(3) Dump Tandem Axle(5) Dump Single Axle(3) Sewer Jet(1) 1 Name of Emergency Location of Quantity on Hand Equipment Equipment Trucks Meter Shop %Ton Utility Trucks(4) 1 Ton Utility Trucks(2) 1 '/s Ton Utility Trucks(1) Tanker Service Center 500 Gallon Tank for Potable Water (Trailer mount) (1) 1200 Gallon(skid mount)(1) Trailers Service Center Equipment Trailers(6) Pipe Wagons(1) Traffic Steel Service Center Ventilator Service Center Gas Blowers(4) Elect Blowers(10) Meter Shop Hurco Suckers(2) Elect Blower(5) Sand, Sand Bags,Absorbent Service Center Material Service Center and Meter Shop located at 2602 S Elm Eugene St. 2 Standard Operating Procedure (SOP) SM8 Name of Procedure: Division: Number: Effective Date: Sanitary Sewer Spill/Overflow Operations 05/18/15 GRERSBORO Response Waterater Resources Prepared by: Approved by: Robert Martin Adam L. Conn, Operations Manager Reviewed/Revised By: Reviewed/Revised Date: Pages: ALC, PDS 2/15/17 5 1.0 Purpose This procedure details necessary response actions for sanitary sewer overflows and spills within the City of Greensboro. 2.0 Responsibility The Construction and Maintenance Division of the Water Resources Department is responsible but not limited to responding to sanitary sewer spills and overflows. 3.0 Procedure/Rule 3.1 Sanitary Sewer Spill/Overflow Response for Public Incidents 1.Notification and Investigation a. As calls are received,the dispatcher records the information and forwards the details to the field supervisor on duty or the on call personnel if the incident is after work hours. Immediately upon notification of an incident, the supervisor will designate individuals to be sent to the location for investigative purposes. Person responding to an overflow needs to record the start time if the service center dispatcher has not already done so. b. The first determination to make is whether the overflow is caused by a public or private line stoppage. Incidents that occur on private property will be subject to different response procedures. (Refer to 3.2) c. The second determination to make is whether the overflow is contained or non-contained. Contained is defined as an overflow that does not enter a drainage ditch,drain pipe, creek, stream, or body of water. A sanitary sewer back up into a residence if stopped on the city side is also considered a contained spill Non- contained is defined as an overflow that is able to enter a drainage ditch, drain pipe, creek, stream, or body of water. Non-contained incidents receive top priority designation due to their increased probability of endangering human and environmental health. d. After it is determined that the spill is caused by a public line/city maintained line stoppage, evaluation of the following factors will commence: cause of incident, immediate corrective measures required, containment and volume determination. Volume is determination based on overflow rate and duration. In-house training is routinely completed to determine overflow rate. An "Overflow Reference Guide" based on the in-house training is Page 1 of 4 attached as Appendix A. Once volume and stop time have been determined the service center dispatcher needs to be notified. 2. Cleanup a. When the overflow situation is in a controlled state, cleanup will commence. Cleanup includes the elimination of all visible overflow materials, including water and solids. When completed, the area should be sanitized and/or flushed as necessary to eliminate any health or pollution threats. b. As required, after cleanup, lime may be spread and grass seed and straw may be applied for cosmetic purposes and to prevent erosion. The area should be monitored and/or tested as long as necessary to validate effectiveness of cleanup efforts. Streams and lakes should be monitored as long as necessary for a fish kill and to watch for pockets of waste water. c. Sewer backups/flood damage in homes or businesses should be evaluated according to the severity of the incident. A flood report must be filled out for any floods in a private home or business. A contained spill report must also be filled out in these cases. Personnel should commence clean up for minor flood damage. Major flood damage should be reported and handled by the City's insurance adjuster accordingly. In the event that the insurance adjuster cannot be contacted, personnel should contact the company that handles flood remediation clean up. (Refer to The Dispatcher's Handbook for emergency numbers.) 3. Documentation(Public collection system) a. Once cleanup and safety measures have been attained,the first response field personnel should start the overflow form. Once completed the form needs to be given to the ORC or back up ORC. The ORC will inspect the site within 24 hours or if an ORC is not available within 24 hours the dispatcher will notify the on- call ORC to come in afterhours to perform the inspection. The ORC will finalize the form and turn it in to the Service Center Dispatcher. The ORC needs to keep a copy of the form on file. The dispatcher will log the information into the data base and the overflow report will be forwarded to the Division of Water Quality within 5 working days following first knowledge of the occurrence. b. In instances of spills of 1,000 gallons or more contained or any amount non-contained,the service center dispatcher should report to the North Carolina Division of Water Quality Winston-Salem Regional Office, at telephone number(336)771-5000 or 800-858- 0368 (after hours)as soon as possible,but in no case more than 24 hours following the occurrence or first knowledge of occurrence of the incident. Page 2 of 4 uso c. Overflows and spills occurring outside of normal business hours may also be reported to the Division's Emergency Response personnel at telephone number(800) 858-0368. d. In addition to contacting the state, support staff should also notify the following local departments and agencies of the incident. 1.Guilford County Environmental Health Department(by next day fax) at(336) 641-4812 2.Guilford County Emergency Management(by next day fax)at (336) 641-2557 f. For all non-contained incidents exceeding 1,000 gallons,a press release will be prepared and faxed to all major electronic and print news media outlets within the Greensboro area. g. For non-contained incidents exceeding 15,000 gallons, a public notice will be issued in conjunction with a press release. The public notice will be placed in a newspaper with general circulation in the county in which the discharge occurred and the county immediately downstream. h. For non-contained incidents exceeding 1,000 gallons,the State Division of Water Quality Regional Office should be notified to determine additional public notice that may be required. 4. Repeat Spill/Overflow Occurrences a. If at any time a spilUoverflow occurs more than once per rolling year at the same site,the following additional preventative measure(s)will be taken depending on the situation: 1. Physical rehab of the line, manhole,etc. 2. Manhole surcharge alarm will be installed 3. Chemical additive treatment for grease, H2S, etc. 4. Increased cleaning/PM frequency 3.2 Sanitary Sewer Spill/Overflow Response for Private Incidents 1.Notification and Investigation a. All calls are received and logged by the Dispatcher, noting exact time, location, complaint, and contact information. b. It is the responsibility of the Shift Supervisor or their designee to determine if the sewer is on private property or city owned property. c. Upon notification of a private sanitary sewer overflow the person responding or the service center dispatcher should then attempt to make contact with a representative of the "location" of this private sewer overflow in question by obtaining a contact name and number. This information may be kept on file,as is the case for all private lift stations, or may be checked in other sources such as the phone book,the City Business Directory, and data from the City computer system. Any and all information that is found will be utilized to complete this contact. Multiple attempts are to be made, regardless of busy signals or unavailable individuals. Page 3 of 4 d. Request for emergency assistance should be based upon an on-site investigation. If the spill is contained or unthreatening to the surface water system,the City is not required to be involved. e. If, for any other reasons,the City is requested to respond, crews should determine if the spill can be contained or stopped and take such action prior to any other work. City personnel should rectify the situation and bill the private party accordingly. City of Greensboro Plumbing Inspections at(336) 373-2303 and/or Guilford County Health Department at(336)641-3771 should be notified if private overflow is not handled properly by the private party and enforcement action will as a result be taken to resolve the issue. 2. Documentation(Private collection system) a. Upon providing aid as requested by the proper authority, our crews are mandated to keep an accurate and precise record of all materials,vehicles,and individuals that were called out to work on this incident. The responsible owner, citizen, or party is to be charged for any work performed. All records, forms,and charges are to be turned in the next business day to the coordinator of the Construction and Maintenance Division. b. Once the private overflow has been completely resolved and handled, the field personnel in charge is required to complete the appropriate standard overflow forms and submit them directly to the ORC. All information and data received by the dispatcher is the sole responsibility of the field personnel. c. Contained spills that reach a quantity of 1,000 gallons and all non- contained spills are required to be reported to the State of North Carolina and the Guilford County Health Department. 4.0 Training and Knowledge 4.1 Ability to read and interpret water and sewer maps 4.2 Basic knowledge of computer systems and ability to use Water Resources Database 4.3 Knowledge of Greensboro's Sanitary Sewer Collection System 4.4 Knowledge of the Vactor, Rodder, and other sewer equipment 4.5 Knowledge of T.V. Inspection equipment 5.0 References The Dispatcher's Handbook 6.0 Equipment -Vactors -Rodders -Hand Tools -Pumps -Generators 7.0 Appendix A Page 4 of 4 L WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM NCAC 15A 8G .0201 TAB to Navigate Form Facility Name: CITY OF GREENSBORO Permit# 00006 Facility Type: CS Facility Grade: IV SUBMIT A SEPARATE FORM FOR EACH CLASSIFICATION Permittee Owner/Officer Name: City of Greensboro/Mike Borchers Email Address: mike.borchers@greensboro-nc.gov Permittee Signature: Date: ORC Operator in Responsible Charge Full Name: Robert Neal Martin Work Phone: (336) 373-2033 Email Address: Robert.martin@greensboro-nc.gov Certificate Type: CS Certificate Grade: IV Certificate#: 993769 Signature: Effective Date: "I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Backup ORC Full Name: Dwight Lindsey Marsh Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 993770 Signature: Effective Date: "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Backup ORC Full Name: Chad Elwood Kernodle Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 1002395 Signature: Effective Date: "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Mail,fax or email ORIGINAL to: WPCSOCC,1618 Mail Service Center, Raleigh,NC 27699-1618 I FAX:919-715-2726 I certadmin@ncdenr.gov Mail or fax a COPY to: Winston-Salem-45 W. Hanes Mall Rd.,Winston-Salem, NC 27105 I FAX:336-776-9797 I PH:336-776-9800 Revised 3/2019 • Page 2 Facility Name: CITY OF GREENSBORO Permit#: 00006 Backup ORC Full Name: Noel Levon Cook Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 986928 Signature: Effective Date: "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Backup ORC Full Name: Linwood Perry Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 997781 Signature: Effective Date: "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Backup ORC Full Name: Patrick Demone Smith Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 986352 Signature: Effective Date: "I certify that 1 agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." Backup ORC Full Name: Adam Lee Conn Work Phone: (336) 373-2033 Certificate Type: CS Certificate Grade: IV Certificate#: 997784 Signature: Effective Date: "I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G.0204 and failing to do so can result in Disciplinary Actions by the Water Pollution Control System Operators Certification Commission." City of Greensboro Lift Station Information Does Not Match Duke Energy's Address on File TotaI Pumping Force B.S. Generat Duke" Energy olts/ Number of Power Pump HeadilyDate Tributary Force Main Station Address ZIP Basin No. Size/Fu Account # phase Pumps Hp. Ea. Size ( Feet) Capacity Built Plant Main Length (GPM ) Size 1 Abner 2000 Kaufelt St. 27407 South Buffalo 113 N/A 910035139995 240/1 1 2 2 29 29 1988 Osborne 2 840 2 Alamance 1035 Neese Rd. 27406 Little Alamance 104 240-D 910035198061 480/3 2 25 4x4 145 300 1987 Osborne 6 4,914 3 American Express 7501 Business Park Dr 27409 Brush Creek 357 N/A 910035121672 240/3 2 20 4 115 275 1990 Osborne 6 1,980 4 Beaver Creek 3652 Southeast School Rd 27406 Beaver Creek 199 Pump-D 910035179240 480/3 2 45 4 106 925 1994 Osborne 10 2,635 5 Big Alamance 3038-X Alamance Church Rd 27406 Big Alamance 326 Pump-D 910035220525 480/3 2 120 6 172 1,600 1996 Osborne 12 17,825 6 Birch Creek 210 Birch Creek Rd 27301 Little Alamance 247 130-D 910033976285 480/3 2 30 8 94 600 2005 Osborne 8 2,450 7 Bishop Road 4715-X Evans Town Rd 27406 Hickory Creek 338 105-D 910028658552 480/3 2 60 4 190 500 2001 Osborne 8 10,405 8 Bledsoe Drive 2783 Horsepen Creek Rd. 27410 Horsepen Creek 168 1000-D 910034222309 480/3 3 295 8 258 2.250 2006 Osborne 18/24 22,794 9 Brandon Station 2104-X Brandon Station Ct. 27313 Polecat Creek 687 N/A 910035095700 240/1 2 3 2 37.5 40 1996 Osborne 2 504 10 Brightwood 3240 Gatesville Rd. 27405 North Buffalo 4 89 Pump-D 910034948392 480/3 2 75 10x10 72 2,150 1997 N. Buffalo 12 1,268 11 Bryan Park 6105-X Townsend Rd. 27214 Lake Townsend 374 35-P 910034911638 480/3 2 7.5 3 46 180 2002 N. Buffalo 6 1,480 12 Burnt Poplar 6350-X Burnt Poplar Rd. 27409 East Fork-Deep River 281 240-D off site 910035119777 480/3 2 20 4 163 500 2007 Osborne 4 2.275 13 Camp Burton Camp Burton Rd 14 Cardella 612-LS Cardella Drive 27405 South Buffalo 93 N/A 910035178695 480/3 2 3 2 46 75 1990 Osborne 2.0/4.0 525 15 Cardinal 3861 Lewiston Rd 27410 Brush Creek 226 400-D 910035119264 480/3 2 130 6 135 1,925 1998 N. Buffalo 16 4,868 16 Corbin Road 4111-X Corbin Rd. 27405 North Buffalo 4 179 30-P 910034269651 208/3 2 10 4 49 350 2006 N. Buffalo 6 726 17 Eastern Shores 5002 Eastern Shores Dr. 27455 Richland Creek 233 110-P 910035161745 208/3 2 10 4 60 250 1993 N. Buffalo 6 1,650 18 Foxburrow 5070 Foxburrow Rd. 27406 Big Alamance 405 230-D 910034990758 240/3 2 20 4x4 82 390 1996 Osborne 6 1,341 19 Foxcroft 4908-LS Peppercorn Ln 27406 Polecat Creek 335 60-D 910035141527 480/3 2 28 4 114 295 1995 Osborne 6 4,400 20 Gallimore Dairy 502-X Gallimore Dairy Rd. 27409 East Fork-Deep River 431 505-D 910034224286 480/3 3 175 6 164 2,792 2005 Osborne 16/20 9,730 21 Griffin Mill 6104 Bedstone Ln. 27455 Lake Townsend 369 85-NG 910034176342 480/3 2 15 4 112 180 2007 N. Buffalo 6 4,792 22 Guilford 7998 Leabourne Rd 27235 Upper Reedy Fork 526 230-D 910034268733 480/3 2 84 4 190 702 2013 Osborne 12 2,801 23 Hilltop 2604 W.Woodlyn Way 27407 Bull Run 214 275-D 910090336609 480/3 2 161 8 156 1650 2021 Osborne 16/24 11,641/324 24 Horsepen Creek 3846 Battleground Av. 27408 Horsepen Creek 172 500-D 910035097257 480/3 3 200 10x6 203 2500/2900/2900 1983 N. Buffalo 20/16 9,225/3,500 25 Hunters Ridge 4601-X Alliance Church Rd. 27313 Little Alamance 332 N/A 910035201598 240/3 2 5 2 73 85 1994 Osborne 3 965 26 Kenneth Road 700 Kenneth Rd. 27455 Lake Townsend 175 750-D 910035048852 480/3 3 190 6 167 2,700 1999 N. Buffalo 16 5,554 27 Lake Brandt 2535 North Beech Ln. 27455 Lake Brandt 295 70-P 910034784895 208/3 2 30 3x6 117 180 1998 N. Buffalo 6 3,388 28 Lake Townsend 6269-LS Townsend Rd 27214 Reedy Fork 545 N/A N/A 480/3 2 10 3 115 60 2022 N. Buffalo 3 4,463 29 Lawndale 5004 Bluff Run Dr. 27455 Lake Townsend 231 300-D 910034815837 480/3 2 75 6 75 2,200 2003 N. Buffalo 12/16 2,880 30 Long Branch 5701 Hornaday Rd 27409 East Fork-Deep River 280 300-D 910034814779 480/3 2 75 6 112 1,650 2005 Osborne 12 560 31 Lynwood Lakes 2018 Lynwood Dr. 27406 Little Alamance 261 35-NG 910035014539 240/3 2 10 4x4 45 300 1996 Osborne 6 846 32 McKnight Mill 3600-X Peterford Dr. 27405 North Buffalo 131 240-D 910034601984 480/3 2 46 6 133 647 2005 Osborne 10 10,246 33 McNairy Point 5221 N. Church St. 27455 Lake Townsend 371 60-P 910034782538 480/3 2 10 4 67 200 2007 N. Buffalo 6 2,920 34 Nealtown 2301 White St. 27405 North Buffalo 56 65-D 910035161414 240/1 2 2 3 43 130 1987 N. Buffalo 4 538 35 Neelley Road 2022 Neelley Way 27313 Big Alamance 331 65-D 910035201960 240/3 2 10 4x4 50 200 1994 Osborne 6 1,333 36 Northern Shores 802-X Northern Shores Pt 27455 Lake Townsend 370 45-P 910035094816 480/3 2 7.5 3 73 150 2000 N. Buffalo 4 1,310 37 Peach Orchard 5702-X River Glen Dr 27455 Lake Townsend 299 355-D 910034132697 480/3 2 128 4 230 1,000 2004 N. Buffalo 10 7,825 38 Pilot 5300 High Point Rd. 27407 South Buffalo 158 80-NG 910034954473 480/3 2 36 4 127 378 2021 Osborne 8 6,960 39 Reedy Fork 6951 McLeansville Rd. 27301 Middle Reedy Fork 548 810-D 910034783076 480/3 3 150 4x4 252 1,900 2005 Osborne 24/30 540/32,500 40 Retreat 1826-PS Kauri Cliffs Pt. 27235 Upper Reedy Fork 438 60-P 910094600066 208/3 2 14.1 4 58 238 2022 Osborne 6 558 41 Reserve 1943-X Pavilion Dr. 27377 Big Alamance 477 Pump-D 910034716893 480/3 2 47 4 135 450 2007 Osborne 8 3,850 42 Rock Creek 6595 Judge Adams Rd. 27377 Little Alamance 567 Pump-D 910035220145 480/3 2 200 8x6 156 3,000 1986 Osborne 16/18 6,281/12,898 43 Sandy Creek 5533 Starmount Rd. 27298 N/A 44 Sedgefield 3413-X Old Onslow Rd. 27407 Hickory Creek-Deep River 156 65-D 910035140360 208/3 2 15 4x4 57.5 136 1995 Osborne 4 1,560 45 Sedgefield Lakes 5014 Ellery Ct. 27407 Bull Run-Deep River 159 60-P 910034899209 480/3 2 15 3x3 74 180 1996 Osborne 6 2,100 46 Shirley Lane 4109-LS Rev Williams Dr. 27401 South Buffalo 34 N/A 910035179448 240/1 2 7.5 3 78 58 2007 Osborne 2.5 1,200 47 Stewart Mill 1500-X Stewart Mill Rd. 27301 Little Alamance 318 750-D 910032779808 480/3 3 335 8 198 4,200 2019 Osborne 30/36 24,046/45 48 Summerhill 5329-LS N. Church St. 27455 Lake Townsend 452 60-P 910034782182 208/3 2 10 2 91 110 2015 N. Buffalo 4 1,510 49 Sunfish Point #2 Sunfish Pt. 27455 Lake Brandt 297 80-NG 910035031077 480/3 2 25 6x6 53 532 1998 N. Buffalo 6/8 330/3,190 50 Triad Drive 8801 Triad Dr. 27409 West Fork-Deep River 719 100-P 910034083538 480/3 2 47 4 140 431 2005 Osborne 8 4,994 51 Twilla Acres 1315 Ranhurst Rd. 27301 South Buffalo 246 150-D 910034321070 480/3 2 40 4 144 390 2006 Osborne 6 3,440 52 Waterbury 6747 Barton Creek Rd. 27377 Big Alamance 568 80-P 910034783422 480/3 2 25 4x4 105 475 2000 Osborne 8 7,329 53 Wayne Road 4306 Wayne Rd. 27407 Hickory Creek-Deep River 156 Pump-D 910035140162 240/3 2 15 4x4 115 185 1988 Osborne 6 3,778 54 Westbrook Falls r City of Greensboro Sewer System 7-0 6.me GREENSBORO ---Ni /...' filkitt rrtg, ,4',t . m. . N -- .,.f y T- --i ._ rf'1 r- at_,,r - ' 1, r , . ,_ , , .. 4. 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I ,._,, ,,,.,„ „_,,. , �;,��`� �,�"',:` � '.�i.'- f V' /�k l �,��1 �;.:- .u y�-�+ f J f_ ��_ I it ��,I 1.,_ -�"�-,— _� 1\ �_.1..-_ City il II i vrt \ City , ~'-� ,•,"'�l`-?1�17" '- ti`'� L� 4 1!_. �j - ^_- = `' ,,9 �� <\ I ram""-�i �' rr-*�` Gravity Mains ' - f tthrL{ mow _i _._. t —t /: n J -.IT M !^ -irk 1 ,�'`- '( { :i _ .� f^', r mo �...c'{T` € \, t,71 7G, ��; r` . `ay.-- CityLimit • Vie: r �, CIP Project Summary by Category Category ID Project Title Project Manager Project Type Funding Source Division FY22-23 FY23-24 FY24-25 FY25-26 FY26-27 FY27-28 FY28-29 FY29-30 Sewer Collection 11 Brightwood Gravity Interceptor and Lift Guffey,Jay Sewer Lift BSA ENG $400,000 $6,150,000 Station Abandonment Stations 66 Annual Program-Sewer Rehabilitation Guffey,Jay Sewer 503 BUS $3,971,000 $8,000,000 $10,000,000 $10,150,000 $10,302,250 $10,456,784 $10,613,636 $10,772,840 Rehabilitation 171 Land for Line Improvements Borchers, Mike Sewer 503 BUS $150,000 $150,000 $150,000 $150,000 $150,000 $150,000 $150,000 $150,000 ROW/Land 256 Forcemain Condition Assessments King, Melinda Engineering 501 ENG $350,000 $350,000 $350,000 $400,000 Studies(No Construction) 396 Sanitary Sewer Evaluation Surveys(SSES) Stewart,Jana Engineering 501 BUS $350,000 $750,000 $750,000 $750,000 $750,000 $750,000 $750,000 $750,000 Studies(No Construction) 407 Old Stage Coach Rd to Bledsoe Drive LS Stewart,Jana Sewer Dig and 503 BUS $400,000 $100,000 Replace/Deterior ation 412 Hardie St to W. Meadowview Rd (South Bald, Robbie Sewer Dig and BSA BUS $1,500,000 $7,700,000 $9,700,000 Buffalo Interceptor) Replace/Deterior ation 413 Pinecroft Rd to High Point Rd.W. Exit Bald, Robbie Sewer Dig and 503 BUS $100,000 $400,000 Ramp off 1-40(South Buffalo Replace/Deterior Interceptor) ation 414 Gentry St to S. Holden Rd Bald, Robbie Sewer Dig and 503 BUS Replace/Deterior ation 415 West of Boston Rd to Gentry St Bald, Robbie Sewer Dig and 503 BUS $150,000 $1,500,000 Replace/Deterior ation 416 Muddy Branch Outfall Improvements: Guffey,Jay Sewer Dig and 503 BUS $500,000 $6,000,000 Jolson Ct to Drexel Rd Replace/Deterior ation 418 Gatesville Rd to NB Trunkline (at 16th Bald, Robbie Sewer Dig and 503 BUS Street) Replace/Deterior ation 419 South of Executive Sq.to East of Twelfth Bald, Robbie Sewer Dig and 503 BUS $300,000 $3,100,000 Street Replace/Deterior ation 420 Marston Rd to Saint Jude Street Bald, Robbie Sewer Dig and BSA BUS $300,000 $3,000,000 Replace/Deterior ation 421 East of Amidon Dr to North and East of Bald, Robbie Sewer Dig and 503 BUS $100,000 Grasmere Drive Replace/Deterior ation 434 System Field Surveying Borchers, Mike Sewer Capacity 501 BUS $80,000 $150,000 $150,000 $150,000 $150,000 $150,000 $150,000 $150,000 Assurance 445 Gate City Blvd/West Lee St(Phase II) Bald, Robbie Sewer Dig and 503 BUS Replace/Deterior ation 448 Horsepen Creek Pump Station Upgrade Bald, Robbie Sewer Lift 503 BUS $450,000 $3,500,000 Stations , 449 Little Alamance Pump Station Bald, Robbie Sewer Lift 503 BUS $1,200,000 Stations 505 Sewer System Model Maintenance Stewart,Jana Sewer Capacity 501 ENG $1,200,000 $1,200,000 (InfoWorks) Assurance 508 Construction Asphalt Overlayment Borchers, Mike Sewer 503 BUS $385,000 $385,000 $385,000 $385,000 $385,000 $385,000 $385,000 $385,000 Rehabilitation 573 Horsepen Cr Force Main Replacement Guffey,Jay Sewer Dig and 503 ENG $200,000 $3,000,000 (From Lift Station to Devonshire)- Replace/Deterior NCDOT ation 583 Big Alamance Lift Station Upgrade Guffey,Jay Sewer Lift BSA ENG $350,000 $2,075,000 $2,075,000 Stations 587 Brush Creek Outfall Guffey,Jay Sewer Line BSA ENG $2,762,500 $2,762,500 Extensions 590 Birch Creek Lift Station Abandonment Guffey,Jay Sewer Lift 503 ENG $3,500,000 Stations 596 Reedy Fork Lift Station Flood Proofing Guffey,Jay Sewer Lift 503 ENG $100,000 $400,000 Stations 597 Lift Station Flood Access Designs Guffey,Jay Sewer Lift 501 ENG $100,000 Stations 598 Flow Monitoring- Post Sewer Guffey,Jay Sewer 501 ENG $250,000 $250,000 $250,000 Rehablitation Rehabilitation 605 Camp Burton Sewer(LS/FM/Grav&OF) Guffey,Jay Sewer Lift 517 ENG $7,000,000 $2,000,000 Stations 606 Coliseum Outfall Upgrades Guffey,Jay Sewer Dig and 503 ENG $250,000 $1,000,000 Replace/Deterior ation 607 Collections System I/I Study Guffey,Jay Engineering 501 ENG $300,000 Studies(No Construction) 609 Rayle Creek OF Upgrades Guffey,Jay Sewer Dig and 503 ENG $200,000 $2,200,000 Replace/Deterior ation 610 South Buffalo Interceptor Evaluation and Guffey,Jay Engineering 503 ENG $250,000 $2,750,000 Upgrade-Randleman Rd to Hunt Studies(No Expressway Construction) 618 Kitchen Building Environmental Guffey,Jay Engineering 503 ENG $1,100,000 $1,100,000 $500,000 $400,000 $400,000 $400,000 $400,000 $342,000 Assessment Studies(No Construction) 624 North Buffalo Trunkline Phase II Guffey,Jay Sewer 517 ENG $4,500,000 $4,500,000 Rehabilitation 699 McKnight Mill Gravity and LS Guffey,Jay Sewer Line 503 ENG $250,000 $2,359,044 Abandonment Extensions 700 Western Guilford Basin Project Stewart,Jana Engineering 503 ENG $300,000 $3,000,000 Studies(No Construction) 701 Camp Burton Outfall and Corbin Road Guffey,Jay Sewer Line BSA ENG $800,000 $10,000,000 $10,000,000 Lift Station Abandonment Extensions 720 Pleasant Ridge Sewer Extension Guffey,Jay Sewer Line 503 ENG $150,000 Extensions II - - r ~ 725 Sandy Creek Gravity Sewer, Lift Station Boyd, Brian Sewer Line 517 ENG $10,215,791 $4,456,500 $709,000 & Force Main Improvements Extensions (Greensboro Randolph Megasite Phase d Phaca Sl 759 Downtown Greenway Sanitary Sewer Guffey,Jay Sewer Dig and 503 ENG $9,972 $250,000 Improvements Replace/Deterior ation 764 NCDOT Utility Agreement Megasite Stewart,Jana Sewer Line 517 ENG $40,000,000 Extensions 778 Liberty Road Lift Station and Force Main Stewart,Jana Sewer Lift BSA ENG $3,211,414 $18,300,000 $18,000,000 Stations 779 West Market Street Sewer Extension Guffey,Jay Sewer Line 503 ENG $500,000 (public necessity) Extensions 780 Rock Creek Lift Station Retrofits Stewart,Jana Sewer Lift 503 OPR $200,000 $1,000,000 Stations 782 Stewart Mill Improvements-(H2S Stewart,Jana Sewer Lift 503 OPR $250,000 $3,000,000 Control and Concrete) Stations 784 Big Alamance Outfall Upgrade Guffey,Jay Sewer Capacity 503 ENG $592,000 Assurance Sewer Collection Total: $24,053,763 $78,465,414 $51,406,500 $57,435,000 $33,337,250 $33,775,828 $16,173,636 $16,249,840 Grand Total: $24,053,763 $78,465,414 $51,406,500 $57,435,000 $33,337,250 $33,775,828 $16,173,636 $16,249,840 FY30-31 FY31-32 FY32-33 Total $6,550,000 $10,934,433 $11,098,449 $11,264,926 $107,564,318 $150,000 $150,000 $150,000 $1,650,000 $1,450,000 $750,000 $750,000 $7,100,000 $3,700,000 $4,200,000 $18,900,000 $500,000 $150,000 $1,500,000 $1,650,000 $1,650,000 $6,500,000 $250,000 $3,000,000 $3,250,000 $3,400,000 $3,300,000 $825,000 $925,000 $150,000 $150,000 $150,000 $1,580,000 $50,000 $500,000 $550,000 $3,950,000 $1,200,000 $2,400,000 $385,000 $385,000 $385,000 $4,235,000 $3,200,000 $4,500,000 $5,525,000 $3,500,000 $500,000 $100,000 $750,000 $9,000,000 $1,250,000 $300,000 $2,400,000 $3,000,000 $4,642,000 $9,000,000 $2,609,044 $3,300,000 $20,800,000 $150,000 $15,381,291 $259,972 $40,000,000 $39,511,414 $500,000 $1,200,000 $3,250,000 $592,000 $17,194,433 $16,183,449 $13,449,926 $357,725,039 $17,194,433 $16,183,449 $13,449,926 $357,725,039