WQ0043888_WQ0043888 - UNC Bingham Facility - P&H App_20221027

T T�� INSTITUTIONAL INTEGRITY AND RISK MANAGEMENT
101 =06U Environment, Health and Safety
October 27, 2022
Scott Vinson
Regional Supervisor
N.C. DEQ — Division of Water Resources - Water Quality
1628 Mail Service Center
Raleigh, NC 27699-1628
The University of North Carolina at Chapel Hill
Department of Environment, Health and Safety
1120 Estes Drive, CB# 1650
Chapel Hill, North Carolina 27599-1650
Subject: Pump and Haul Permit Application and Supporting Documentation
The University of North Carolina at Chapel Hill — Bingham Facility
1907 Orange Chapel Clover Garden Road
Orange County, North Carolina
Wastewater Permit No. WQ0023896
Dear Mr. Vinson:
Enclosed for your review please find attached one original and one copy of a Pump and Haul
Permit Application for the UNC Bingham Facility. A pump and haul permit is needed at the
facility so that repairs can be made to the wastewater system's recirculating tank.
A description of the wastewater system at the UNC Bingham Facility and additional information
on the issue to be addressed, the proposed pump and haul, and proposed remedy are included as
attached Section C of the application.
We appreciate your review of this application. Please contact me at 919.883.7019 or
[e-mail] if you have any questions or comments. Thank you.
Sincerely,
0UAtAVx WaM
J. L urence Daw, L.G.
JEn ironmental Compliance Officer I Geophysicist I Licensed Geologist
Attachment
cc: Cathy Brennan

UNC at Chapel Hill Banc oiAmerica, N.A. 0000088126
CB 1220, 104 Airport Drive P.O. Box 15284 sa t3[u1119
Chapel Hill NC 27599-1220 USA Wilmington DE USA "
VOID AFTER ONE YEAR
Date
PAY ****EIGHT HUNDRED TEN AND XX/100 DOLLAR****
10/12/22 Pay Amount
1
TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
ORDER OF RALEIGH REGIONAL OFFICE
WATER QUALITY OPERATIONS
1628 MAIL SERVICE CENTER
RALEIGH NC27699-1628 USA
VOODOO aa 1 2Elio t. 11190 LID 21: 00 233DO 2 L8 IEir
$810.00***

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0200 — WASTEWATER PUMP AND HAUL SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM P&H 01-16 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0200, and Division policies. Failure to submit
all required items will necessitate additional processing and review time. For more information, visit the Wastewater Branch's
website or contact the Regional Office serving your county.
General — This permit application applies to all pump and haul activities of wastewater under the authority of the Division on Water
Resources. Permit coverage is required for the system producing the wastewater. This permit does not apply to the transport of
animal waste from an animal waste management systems, not the transport of wastewater residuals or biosolids.
NOTE: Pump and haul permits are not acceptable long term domestic wastewater treatment alternatives and shall only be issued
in cases of environmental emergencies, nuisance conditions, health problems, or for unavoidable delays in construction of system
previously permitted by the Division.
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Pre -submittal Contact & Cover Letter
® Contact the appropriate Regional Office prior to submittal
® Submit a cover letter explaining the circumstances associated with this pump and haul permit request
Application Fee (Domestic Wastewater Only)
® Submit a check made payable to: North Carolina Department of Environmental Quality (NCDEQ)
➢ The appropriate application fee is: $810.00 for flows < 10,000 GPD and $1,310.00 for flows > 10,000 GPD
C. Wastewater Pump and Haul (FORM: P&H 01-16) Application:
® Submit the completed and appropriately executed Wastewater Pump and Haul (FORM: P&H 01-16) 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
D. Receiving Facility Letter:
® Submit a letter from the owner/authority of the receiving wastewater treatment facility, as required by 15A NCAC 02T .0204
(b), stating that the pumped and hauled wastewater will be accepted and specifying the volume and type of wastewater that
will be accepted. The letter should be signed by an authorized signing official in accordance with 15A NCAC 02T .0106(b)
E. Contract Hauler Letter:
® Submit a letter from the hauler stating their capability and willingness to perform the pump and haul activity
® Letter shall include: Owner/Company Name, Contact Information, & Hauling Volume of Vehicle(s)
F. Certifications:
® The Applicant's Certification on Page 4 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per 15A
NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a
person who meets the criteria in 15A NCAC 02T .0106(b)
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer (if required) Not required, see page 5 of 5 for additional information
G. Plans and Specifications (Required for activities that result in the Practice of Engineering per G.S. 89C-3):
® Submit two sets of plans and specifications (signed, sealed and dated by a N.C. Licensed Professional Engineer)
® Plans must include:
➢ A general location map
➢ Diagram of the components associated with the pump and haul activity (drains, piping, tanks, pumps, etc)
➢ Tank Details that indicate high water alarm
➢ Other items as required
INSTRUCTIONS FOR APPLICATION P&H 01-16 Page 1 of 5

Industrial Pump and Haul Activities
Per 15A NCAC 02T .0203(A)(2), Industrial pump and haul activities are deemed permitted provided the following criteria is met:
➢ The facility notifies the appropriate Division regional office in writing advising of the type of operation, type and quantity of
wastewater generated, location, and the receiving wastewater treatment facility. A letter from the facility accepting the
wastewater (type and quantity) specifically agreeing to accept wastewater from the applicant shall be included.
➢ The wastewater does not contain any human waste.
➢ The waste is collected and discharged into a sewer or treatment system designed and permitted to accept the type of
wastewater being pumped and hauled.
➢ The pump and haul activity is not to alleviate a failing wastewater system.
➢ The Division regional office concurs in writing that the activity meets the criteria in this Rule.
CONTACT THE REGIONAL OFFICE PRIOR TO INITIATING ANY INDUSTRIAL PUMP AND HAUL ACTIVITES. SUBMITTAL OF THIS
APPLICATION/DOCUMENTS AND WRITTEN APPROVAL IS STILL REQUIRED FOR INDUSTRIAL PUMP AND HAUL ACTIVITIES
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO THE
APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Operations
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Operations
Fayetteville, North Carolina 28301
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Operations
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Operations
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Operations
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Operations
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
(336)-776-9800
INSTRUCTIONS FOR APPLICATION P&H 01-16 Page 2 of 5

I. PRESUBMITTAL INFORMATION:
1. Contacted representative from regional office (Pre -submittal)?: ® Yes ❑ No
2. Contact name (For Regional Office): Jason Robinson
II. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Individual, Corporation, etc): The University of North Carolina at Chapel Hill
2. Applicant type: ❑ Municipal ® State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
3. Origin of Wastewater:
❑ Residential Subdivision ❑ Retail (Stores, Shopping Centers) Domestic: 100
❑ Apartments/Condominiums ❑ Institution Commercial:
❑ Mobile Home Park ❑ Hospital Industrial:
❑ School ❑ Church Other:
❑ Restaurant ❑ Nursing Home
❑ Office ❑ Other (specify) UNC Research Facility
4. Signature authority's name: George E. Battle, III per 15A NCAC 02T .0106(b)
Title: Vice Chancellor of Institutional Integrity and Risk Management
5. Applicant's mailing address: 123 West Franklin Street, Suite 600B, CB #1005
City: Chapel Hill State: NC Zip: 27599-1005
6. Applicant's contact information:
Phone number: [phone] Email: -b�gad.unc.edu
III. CONTACT/CONSULTANT INFORMATION:
1. Contact name: J. Laurence (Larry) Daw
Title/Affiliation: Environmental Compliance Officer - UNC Environment Health and Safety
2. Contact's information:
Phone number: [phone] Email: [e-mail]
IV. RECEIVING FACILITY INFORMATION:
If more than 1 facility has agreed to accept the wastewater, please list all the owners, facility names, and permit
numbers as a separate attachment)
1. Owner: Orange Water and Sewer Authority
2. Facility name: Mason Farm Wastewater Treatment Plant
3. Facility permit number: NCO025241
4. WWTF permit number: NCO025241
5. WWTF contact name: Wil Lawson
Title/Affiliation: Wastewater Treatment and Biosolids Recycling Manager
6. WWTF contact information:
Phone number: [phone] Email: wlawsongowasa.com
APPLICATION P&H 01-16 Page 3 of 5

V. PROJECT INFORMATION:
1. Location of Project (physical address): 1907 Orange Chapel Clover Garden Road Chapel HillNC
Approximate Coordinates (Decimal Degrees): Latitude: 35.9030610 Longitude:-79.239197o
2. Duration of Pump and Haul Request (Six Months Typical): 6 months
3. Has a prior permit been issued? ❑ New ® Prior Pump & Haul Permit
Permit No.: WQ0034607
4. Permanent Method of Wastewater Disposal: onsite permitted wastewater treatment facility
S. Date Permanent Disposal will be available: 4-15-2023 or sooner (not to exceed 6 months)
6. Have permits / approvals for permanent disposal been obtained?
® Yes ❑ No Permit Number: W00023896
7. Is there a Pretreatment Program in effect? ❑ Yes ® No
& Describe any pretreatment prior to pumping and hauling:
9. Volume of Wastewater Generated: approximately 1000-2000 Gallons per Day
10. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
If representative data, describe: historical effluent flow from permitted wastewater facility
11, Describe Tank / Container wastewater will be pumped from (attach description if necessary):
8,000 septic tank - see attached Supporting Documentation
12. Is Tank / Container in place or will it be installed (attach description if necessary):
In place
13. What type of high water alarm does the container have (and/or):
® Audible and Visual ® Telemetry (Auto Dialer / SCADA)
Vl. CERTIFICATION:
1. Applicant's Certification: (Signature of Signing Official and Project Name)
I, Geor a E. Battle III , attest that this application for Wastewater Pump and Haul has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. I understand that issuance of a permit will require pump and haul facilities or activities to be
inspected at least daily by me or a designated representative. Note: In accordance with North Carolina 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.
1a. ��(zet=��
-
Signing (Aicial Signature
0/
Date
/22
ENGINEERING DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL.
ACTIVITIES SHALL BE INSPECTED AT LEAST DAILY BY THE PERMITTEE OR IT'S REPRESENTATIVE PER 15A NCAC 02T .0204(d).
APPLICATION P&H 0 1- 16 Page 4 of 5

THE ENGINEER'S CERTIFICATION IS REQUIRED FOR ACTIVITIES THAT RESULT IN THE PRACTICE OF ENGINEERING PER G.S. 89C-3.
ENGINEERING DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL. IF CERTIFICATION BY AND ENGINEER IS REQUIRED,
THIS PAGE IS NOT NECESSARY.
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
I, attest that this application for I has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in accordance with
all the applicable regulations. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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.
2a.
Professional Engineer Name
2b.
Engineering Firm
2c.
Mailing Address
2d. 2e. 2f.
City State Zip
2g. 2h. 2i.
Telephone Facsimile E-mail NC PE Seal, Signature & Date
NOTE:
Pump and haul is an interim measure. No physical changes are being made to the
system that would require a PE seal and signature.
Additionally, UNC is in the process of hiring a consultant/professional engineer to assist
with the evaluation of the wastewater system and develop/implement a remedial
solution.
APPLICATION P&H 01-16 Page 5 of 5

T �1 INSTITUTIONAL INTEGRITY AND RISK MANAGEMENT The University of North Carolina at Chapel Hill
11 T �T( Department of Environment, Health and Safety
tamo
Environment Health and Safety 1120 Estes Drive, CEt# 1650
Chapel Hill, North Carolina 27599-1650
The University of North Carolina at Chapel Hill — Bingham Facility
1907 Orange Chapel Clover Garden Road, Chapel Hill
Orange County, North Carolina
Wastewater Permit No. WQ0023896
Pump and Haul Application - Supporting Documentation
Permit Application
Section C
Summary Description of Wastewater Treatment System
The wastewater treatment system provides secondary treatment for a permitted capacity of 3,556
gallons per day (GPD) of domestic wastewater generated from the three existing animal care
buildings at the Bingham Facility. Wastewater is conveyed to the AdvanTex secondary
wastewater treatment system via a gravity sewer collection system. The AdvanTex secondary
wastewater treatment system consists of an 8,000 gallon domestic wastewater septic tank, a 20
gallons per minute (GPM) septic tank effluent pump station, and a 4,000 gallon AdvanTex
recirculation tank with two 55 GPM pumps to recirculate wastewater through the two AdvanTex
textile media wastewater treatment filter pods. Treated effluent from the Advantex system flows
through a chlorine contact tank with sodium hypochlorite injection for disinfection, an ultrasonic
flow monitoring system, and a duplex 80 GPM secondary effluent pump station to pump treated
wastewater to the 1,122,440 gallon clay -lined wet weather storage basin. A 75,843 gallon clay -
lined effluent storage basin is provided at the effluent pump station for secondary storage of
effluent. The wet weather storage basin includes a duplex 150 GPM irrigation pump station to
convey treated effluent to one of four drip irrigation zones for tertiary treatment in the soils via
uptake by the grass, trees, and shrubs in the drip irrigation fields and dispersal into the surficial
aquifer. See Overall Site Plan and Wastewater Treatmemt System drawings attached.
Issue To Be Addressed
On September 26, 2022, Operators at the UNC Bingham Facility observed a water level in the
recirculating tank of the AdvanTex system lower than usual. Water level was below the level of
the floats. Water level in the tank seemed to recover somewhat throughout the day, and it was
speculated that a float had gotten stuck, pumping down the recirculating tank.
On September 27, 2022, water level in the recirculating tank was again below the level of the
floats. Additionally, effluent flow out of the treatment system for the previous 24 hours was
zero. Water meters that measure potable water used in the buildings show 1021 gallons used
during the same 24-hour period. Note that potable water used is typically somewhat higher than
the amount of treatment system effluent.
Further investigation suggests that the clam shell recirculating tank is leaking along the center
seam of the tank.

UNC Bingham Facility
Pump and Haul Application Supporting Documentation
Page 2
Pump and Haul
To further investigate the issues with the recirculating tank and implement repairs, temporary
Pump and Haul is proposed. Vacuum trucks will remove effluent from the septic tank of the
system (see the attached select drawings from the 2014 renovations of the wastewater treatment
system). The general plan is to pump and haul waste twice a week keeping the septic tank as low
as reasonable. There is an alarm in the Septic Tank Effluent Pump Station that is audible, visual,
and calls out to UNC Campus Police.
Proposed Remedy
Following implementation of Pump and Haul, plans will be developed to either repair or replace
the recirculating tank.

Orange Water and Sewer Authority
OWASA OWASA is Carrboro-Chapel Hill's not -for -profit public service agency
delivering high quality water, wastewater, and reclaimed water services.
Pump and Haul Application - Section D
October 7, 2022
Mr. Larry Daw
UNC at Chapel Hill
Department of Environment, Health & Safety
1120 Estes Drive
Campus Box 1650
Chapel Hill, NC 27599-1650
SUBJECT: WASTEWATER / PUMP AND HAUL
Dear Mr. Daw:
Recently you contacted the Mason Farm Wastewater Treatment Plant (NIF'WWTP) and requested
authorization to discharge wastewater into the Wastewater Treatment Facilities of Orange Water and
Sewer Authority (OWASA).
The terms and conditions applicable to the use of the septage receiving facility at the Mason Farm WWTP
are:
1. Only wastewater from the UNC Bingham Facility will be permitted for discharge into this facility for
the next 60 days from the acceptance of this authorization letter. If additional days are needed beyond
the timeframe of acceptance, please contact Wil Lawson with OWASA.
2. A routine sample per tanker is to be collected along with a completed Septage Receiving Record form
(see attachment) which identifies the source and volume of the wastewater must be provided to the
Mason Farm WWTP Staff at the time of each wastewater discharge. Authorization for continued use
of this service at the normal sewer rate listed in line item #3 may be revoked if it is determined that
waste characteristic is beginning to mimic normal septic waste which is charged at a rate of
$182.63/thousand gallons. This determination will be made by OWASA.
3. The charges for handling this wastewater will be billed on a monthly basis. These charges are
$8.45/thousand gallons plus a $30 administration fee for each individual discharge at the MFWWTP.
Failure to pay the charges billed for this service will result in revocation of the authorization to
discharge into the OWASA wastewater facilities.
400 Jones Ferry Road, Carrboro, NC 27510 0 919-968-4421 [e-mail] @OWASA_NC www.owasa.org

Orange Water and Sewer Authority
OWASA is Carrboro-Chapel Hill's not -for -profit public service agency
delivering high quality water, wastewater, and reclaimed water services.
4. Routine use of the septage facility at the Mason Farm Plant is during normal staffing hours at the facility
(Monday -Friday 5:00 A.M.400 P.M.). Any other arrangement must be made in advance.
If you agree to these terms and conditions, please indicate by signing this letter below and returning it to
myself (Wil Lawson) either in -person or via email.
Please contact the Operations Supervisor Travis Rich Urich u-owasa.ore or 919-537-4354) at the Mason
Farm Plant if additional information is needed relative to use of the OWASA septage facilities.
Sincerely,
Wilmer Lawson
Wastewater Treatment & Biosolids Recycling Manager
If the terms and conditions stated above are acceptable, my signature be indicates that I will use the
facilities of OWASA in full compliance therewith.
any Daw
lD - -z o Z Z
Date
Attachment: OWASA Septage Receiving Record
CC: Travis Rich, MFWWTP Operations Supervisor/ORC
Mary Darr, PE, General Manager of Operations
400 Jones Ferry Road, Carrboro, NC 27510 iD 919-968-4421 [e-mail] @OWASA_NC�www.owasa.org

DocuSign Envelope ID: 598BFBE1-14C1-48CA-93CD-E1F2C96CC9C6
";,1k
RONMENTAL CORPORATION
6106 Corporate Park Drive • Browns Summit, NC 27214
336-375-1989.800-881-1098 • Fax [phone]
www.shamrockenviro.com
October 6, 2022 Pump and Haul Application - Section E
Mr. Larry Daw
UNC Bingham
1907 Orange Chapel Clover Garden Road
Chapel Hill, NC 27514
Phone: [phone]
Via Email: [e-mail]
Re: Vacuum Truck w/Operator Services
Chapel Hill, NC
Shamrock Proposal Number 22-GWTO-27712
Dear Mr. Daw:
Shamrock Environmental Corporation (Shamrock) is pleased to provide UNC Bingham with this proposal
for the above -referenced services. This proposal is based upon information provided by UNC Bingham.
Shamrock understands that UNC Bingham requires vacuum truck services to pump septic waste from tanks
and unload at Orange Water and Sewer Authority (OWASA).
Shamrock proposes the following prices for this work:
Vacuum Truck w/Operator (portal to portal) $150.00/hour + ES
Shamrock's proposal is conditioned by the following clarifications:
• Prices are valid for 30 days from the date of this proposal.
• On -site services are offered subject to standard conditions:
o Service will be performed on a non -holiday weekday during normal working hours.
o UNC Bingham will provide access to the work area, cooperate with equipment isolation
needs, supply a water source near the work area and approve all work prior to Shamrock's
demobilization.
o Replacing gaskets, bolts or other equipment is not included in the proposed scope of work.
• Transportation services are offered subject to standard accessorial charges and conditions:
o Shamrock's Energy Surcharge (ES) varies monthly with national average energy costs
published by the U.S. Energy Information Administration. The current energy surcharge is
18.5%.
* Truck Capacity 2,500 gallons.

DocuSign Envelope ID: 598BFBE1-14C1-48CA-93CD-E1F2C96CC9C6
UNC Bingham
Proposal 22-GW TO-27712
October 6, 2022
Page 2 of 2
o After-hours pickup requests are subject to advance approval and an additional charge of
$50.00 per hour.
o Container loading is the responsibility of the shipper unless otherwise arranged in advance.
Bulk loading via vacuum tanker is offered as part of the Shamrock service at no additional
charge.
o Out -of -route miles traveled outside carrier control will be charged at a rate of $2.25 per
mile. Layover resulting from shipper delays will be assessed at an additional $425.00 per
day.
o Cancellations notified less than four hours before scheduled departure will be charged at
$290.00 per load. The full transportation cost will apply to any cancellation issued after the
truck has departed the Shamrock terminal.
o Shipping documents (typically, non -hazardous waste manifests) are supplied by Shamrock
as a standard service. The waste generator must sign shipping documents.
• Disposal has not been requested and is not included in this proposal.
Thank you for considering Shamrock Environmental Corporation. To accept this proposal, sign and
return the authorization below, subject to the attached University of NC at Chapel Hills Terms and
Conditions. If you have any questions or additional needs, please contact us at [phone] or (800)
881-1098.
Sincerely,
Shamrock Environmental Corporation UNC - Chapel Hill
DocuSigned by:
�I� al �n,ln ew CvYA
66B91F032285487_
Shannon Crotts
Sr. Customer Service Representative
cc: Mitch McCallister
Mark Thomas Sillman
Associate Director Purchasing Services
10-07-2022

UNC-Chapel Hill Bingham Facility
Pump and Haul Permit Application - Section G - Location Map and Drawings
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INV. IN 479.84
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PUMP STATION
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RECIRCULATION/BLEND
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PUMP STATION
470 -
PUMP AND HAUL FROM EXISTING 8,000
GALLON SEPTIC TANK. EXISTING DUPLEX
EFFLUENT PUMP STATION HAS AN AUDIBLE
V]
CHLORINE METERING PUMPS
RECORD DRAWING JUNE 2014
IREVA0.1 AESMPMONS DATE
II
EXISTING TEXTILE FABRIC
PACKED BED FILTER
EXISTING TEXTILE FABRIC
PACKED BED FILTER
4" TREATED EFFLUENT FROM
RECIRCULATING SPLITTER VALVE
INV. EL. 488.50
HYDRAULIC PROFILE
VERTICAL SCALE: j"=1'
PROCESS WASTEWATER
SYSTEM FLOW DIAGRAM
SCALE: NOT TO SCALE
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
PROPOSED CHLORINE
CONTACT TANK
4' PVC
EXISTING 60' V—TRAPEZOIDAL
FLUME WITH FLOWMETER
NEW MANHOLE
INV. 1N 486.97 ---n F
INV. OUi 485.17
2" PVC POTABLE
WATER BACKWASH 4�pC
INV. IN 486.00 C
INV. IN 483.42 --�
MAX. WL EL 487.5
INV. OUT 481.50
VALVE VAULT
1
1
3" PVC FM TO
WET WEATHER
STORAGE BASIN 1
1
1
PROPOSED INV. IN 474.26
EFFLUENT
PUMP STATION
6" DI
INV. OUT 474.50
GINGHAM FACILITY
WASTEWATER SYSTEM IMPROVEMENTS
HYDRAULIC PROFILE &
PROCESS FLOW DIAGRAM
REFURBISHED
SECONDARY
STORAGE BASIN
DATE:
JUNE 2014
MCE PROJ. #
1488-0032
DRAWN
LEG
DESIGNED
CDR
CHECKED
CDR
PROD. MGR.
CDR
SCALE
M&C FRE NUMBER
DRAWNG NUMBER
HORIZONTAL:
AS SHOWN
VERTICAL:
G 0 3
NA
STATUS: REwSIoN
RECORD DRAWNG

i
:X - A x R6E0 - -B
A W1R� •�
x x � •��� �s�'H� x i� II NOR'9"H
/ 1
',TC�S-�r, 7�CHL i x x. 8'CHL,;x x x x x _8'CHL / �I'.
4 VEFi 1NR x aWOVEM WIRE
,
- - B3
_ � �x
61 '
��. 3
TOP
499.2 '
,
q
I
\ P3 TOP = 499.45' B14
I I ANIMAL WASTEWATER
-_•
P1 TOP = 520.32' �. -" I ,1
�' I x - ANIMAL WASTEWATER I I 'I I SPRAY IRRIGATION SYSTEM
SPRAY IRRIGATION SYSTEM - - - - I - "
- I _
,� .., SPRAY IRRIGATION �
��1y 1, PUMP STATION , _ P9 TOP_ .
I � �
� I
I
X" I,
a
EXISTING MONITORING WELL
i
" r+" EL ®GROUND = 519.90'
1 EL ® TOP = 522.80' +- - --
r
_ I
r
+P8 TOP = 488.69 - --w�-- ��
1 _
P4 TOP = 51 7.36'
L-x 4'WOVE WIRE
r
1
� ANIMAL WASTEWATER �.
GATE ENTRY \\ I
_ x SPRAY IRRIGATION SYSTEM
°$ DOMESTIC WASTEWATER
x OHE x awo N Yi. CAMERA t I
1 `" SPRAY IRRIGATION SYSTEM
i
- , El
v _
P2 TOP 520.60'
7
�• ,..
CAMERA NEW BULK PROPANE � k � P10 TOP 486.6T �•
1 GATE ENTRY ��' - FACILITY AND ACCESS
ROAD BY OTHERS-
r r
Z
-
�}-EXISTING MONITORING WELL
GENERATOR (FLUSH WITH GROUND. NO
�. _
__
1� x AM BINGH
SING EL ®TOP 491 42
i
816 -
C) x - --
r 819g ��
r_ to 1:�:;�: y I , �,- � � 617- 62 ; 1 \ �
- I \ � . 1.
6�18 '$21 � R- BINGHAM 1
/ a
cow ,� l
P5 TOP - 512.74 -
" .. _ .;4'
-
GROUNDING ROD - =� B11.
_ -pU - %
1 / -
r
,
-HOUSE
BINGHAM 3
1
eunrnrc an SHED
% • , rs 66
p
IT_ B \ l o
4
HOUSE
_e
.-HED I
s I BS I
1 1 ,
I GENERATOR -' POTABLE "S \
1 1 I _ - WATER SUPPLY®615 ¢ B5 r
( J WELL HOUSE --- �'I I
0
1 �
- _ - TA
BUILDING......rr I
I
1 x CONCRETE PAD ___ r�
B ,
A WITH A/C UNITS
x
P6 TOP = 509.04 X�- POTABLE WATER'' '
/X/ \, x BACKWASH x
1 /x . � � x PUMP STATION
x TBM SET ELEV. = 492.36'
8CHAIN-UNK� CE
ir=
(MARKED ON FLOOR) �x�-'_ � _
ANIMAL WASTEWATER _ �.•
1 TREATMENT SYSTEM .�
% EXISTING DOMESTIC WASTEWATER I
TREATMENT SYSTEM � • I
1 \
1

. . . . . . . . . .
EXISTING SEPTIC ........
P:AN
....... .. . I ............ ......L N........... " ), G...... ....TIONTANK EFFLUENT TI.PUMP STA EXISTING SEPTIC TROMT,EX- -1.
PUAD:HAU
TANK EFFLUENT
CONTROL PANEL PUMP STATION ... . . . . . . . . . . . ... . . . .
PU im
L
U "! E. - N T ....... PO-i-STA E .'I-STING:DUP::L]E.i,.t',-F-. TI
..........
DIALER;A
-UDI-B.LE/VISUALU.-..O:..
I .......... 4 ......... ....
............................
U
D
.................. ......
_hK
R .
EXISTING . . . . . . . . . . . . . . . . . .......... . .......
.................
.....................
SEPTIC . ..........
........ .
TANK .
........... ..........
FEXISTINGPUMP ............. . . ......... . ......
V STATION CONVERTED
.... ....
TO STORAGE SHED
x .... .........
. ...... . ......
LANDSCAP
ED
< AREA (TYP.)
Z.
.... . ............
EXISTING .......
BLOCK WALL
........... ............
......... .
0, ..............
.............
EXISTING
ELECTRICAL .....
.......... ...... ......
R ....... P OPOSED EFFLUENT
T.
BOXES
...........
...................
PUMP STATION W/
... VALVE VAULT
ION SEPTIC T�.
N HAS AN TOP OF SLOPE
UNC PO CE.
PPPAIPPrl AND REPLACED
REPAIRED AND REPLACED EXISTING
PUMP ANCHOR POST AND SS
ANCHOR CABLE (TYP. OF 3)
71
E'V1C'-r1K1f% WACI-MIAIA-MM I NEW HDPE 4" CORRUGATED
EFFLUENT PUMP MOUNTED ON
AGRICULTURAL PONTOON AND
4" THICK CONCRETE PAD
PERFORATED DRAIN PIPE
TOE OF SLOPE
PROPOSED SECONDARY REUSE EXISTING
EFFLUENT STORAGE l STAFF GAUGE
BASIN INLET / OUTLET
STRUCTURE
/ CONNECT TO EXIST. 4"
CORREGATED DRAIN PIPE
D\ NEW 4" CORRUGATED,
PERFORATED PLASTIC LINER
UNDERDRAIN PIPE AS REQ'D.
CONNECT REPAIRED 3" WIRE REINFORCED
PUMP DISCHARGE HOSE TO NEW 3" SCH. 80
PVC PIPE (SEE DETAIL SHEET C11)
.. .... . ........................ . . . . NEW SECONDARY EFFLUENT
................. ............
........... . STORAGE BASIN DRAIN STATION
............
(SEE DETAIL SHEET C11)
..........
............
............
- N
NEW GATE
A6' NEW CONCRETE BOLLARD (TYP.
...............
......... OF 2) (SEE DETAIL SHEET C11)
Az
0 ABANDONED 6" PVC
...... — — — — VIA — — — — NJ — — — — — NJ — — — — —
.............
. ..........
....... .. INSTALL NEW 6'
LINK FENCE
. . . . . . . . . . N
. ABANDONED 4" PVC . . ----SS-----SS-----SS— — — — — SS — — —
— — — SS -----Ss---
. .
. .............. EXISTING FLOW . . . .
2, ......
METERING FLUME
.................. . . . . .. . . . . . . . .
PROPOSED', . . . . . . .
................
..........
. . . . . . . . . . . . . . . .
........ ..
.............. . . . . MANHOLE' . . . . . .
.......... .......• PROPOSED CHLORINE: . . . . . . . .
(SEE NOTES) CONTACT TANK
. . .
f;
.......... . . . . .. . . . . . . . . .
EXISTING WASTEWATER
EXISTING ''
......... ...
...... .. SYSTEM CONTROL PANEL
....... ......
EXISTING RETAINING WALL
STORAGE SHED
EXISTING BLEND .. . . . .
..........
.......... ._�A4, all
RECIRC TANK PROPOSED CHEMICAL
HANDHOLE (SEE
......DETAIL SHEET M02)
>4�
X.
. . . . . . . .
TAP EXISTING POTABLE
. ... kc
. . . . . . . . . -_ WATER LINE TO SERVE
. . . . . . . RELOCATED EYE WASH
& EMERGENCY SHOWER
0
C)
RELOCATED
II 3 /� \ -AIX STINDISCONNECT PUMP & HAUL . '.. . .*. YARD LIGHT
EFILTERG VL
FORCEMAIN & RESTORE (SEE ELECT.)
EXISTING FLOW TO EXISTING FILTERS
WOODED BY INSTALLING SECTION OF :::::: " �� w pVC : • ::
r AREA (TYP.) 2" SCH. 40 PVC VL
EXISTING
A'\
. . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . .
EXISTING
LANDSCAPED
...AREA (TYP.)
. . . .. . . . . . .
. . . . . . . . . . .
. . . . . . . . . .
EXISTING ELECTRICAL
TRANSFORMER
EXISTING ELECTRICAL
DAKIC]
. . . . . . . ...
EXISTING 4" CORRUGATED, SOLID PLASTIC
UNDERDRAIN PIPE. LOCATE OUTLET OF
UNDERDRAIN PIPING AND INSTALL RIP —RAP
TO INSURE FREE OUTLET OF GROUNDWATER
DRAINAGE.
ABANDONED 3" PVC
Nj — — — — — NA — — — — — Nj— — — —
.... . . . . . .
. . . . . . . . . .
EXISTING
GENERATOR . . . . . . . . . . . .
z
EXISTING
FILTER r-M . . . . . . . . . . . . . 11! . . . . . . . . V . . . . YARD LIGHT:
. . . . . . . . . . . . . . . . . . . w — PVC
—
... . . . . . . . . . . . . . . . . . . . .
EXISTING
�_ ut,
. . . . . . . . . . . . .
LIZ . . . . . . . . . . . w W W BACKFILOW
VC PREVENTER
`�XPROPOSED CHLORINE IN HOT
TIE-IN NEW 4" SCH. 80 BOX
EXISTING FEED SYSTEM
PVC FM TO EXISTING 3" . . . . . . .
FENCE-­­
EXISTI . . . . . . .
SCH. 40 PVC FM EXISTING t—X—X—x—x—x—x—x X X • GATE
C, 41
ABANDONED 3" PVC
A A— — —•_nj� A
e�
__W
PVC �t
CUT & CAP EXISTING 3" . . . . . . .
SCH. 40 PVC FORCEMAIN
IN, ABANDONED 2 PVC
AV C A EXISTING
&ANDONCD BUSHES
y,
Nil PAC
NOTES
RECIRCULATION TANK
1. PROPOSED MANHOLE ELEVATIONS:
RIM = 490.77'
INV IN (SW) = 487.00'
INV IN (Z)r_) =
INV OUT (E) = 485.17'
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON BEST AVAILABLE
INFORMATION AT THE TIME OF DESIGN. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO LOCATE ALL EXISTING UTILITIES BEFORE PERFORMING WORK.
3. REFERENCE ELECTRICAL DRAWINGS FOR EXISTING UNDERGROUND ELECTRICAL
UTILITIES.
SEAL
RECORD DRAWING JUNE 2014
REVAO. DESORIPTIONS DATE
MH 004-D-004 TO BE REPLACED
(SEE SHEETS C007 & COOS)
YARD PIPING PLAN
SCALE: 1" = 10'
-4,
v�NVE&
%
CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1-1
. . . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . . . .
.............
...
.................. .
............
.............
I ...........
.............
......... ..
......... ..
.............
............
.............
EXISTING
LANDSCAPED.'.','.
...
AREA (TYP.)
. . . . . . . . . .
. . . . . . . . . . . .
PIPE LEGEND
CODE
PIPE SIZE
PIPE MATERIAL
USE
----- m—
2"
SCH. 40 PVC
EXISTING POTABLE WATER TREATMENT BACKWASH FORCEMAIN
2"
SCH. 50 PVC
PROPOSED POTABLE WATER TREATMENT BACKWASH FORCEMAIN
_FM-fV-M-M-
— ----FM
2", 3", 4", & 6"
SCH. 40 PVC
EXISTING FORCEMAIN
_FM —FM
2" & 4"
SCH. 80 PVC
PROPOSED FORCEMAIN
_____w_
in
SCH, 40 PVC
EXISTING POTABLE WATER
— — ss—
6", 8"
SCH. 40 PVC, TC
EXISTING SANITARY SEWER
SS SS
8"
PVCC-900
PROPOSED SANITARY SEWER
TUBING IN 3" PVC CONTAINMENT
SCH 40 PVC
PROPOSED SODIUM HYPOCHLORITE FEED LINE
4w, 6"
SCH. 80 PVC, DI
PROPOSED SECONDARY EFFLUENT LINE
w
in
SCH. 80 PVC
PROPOSED POTABLE WATER
TH-E UNIVERSITY BINGHAM FACILITY
qj NORTH CAROLINA WASTEWATER SYSTEM IMPROVEMENTS -
at CHAPEL HILL, WASTEWATER TREATMENT SYSTEM
YARD PIPING PLAN
DATE:
JUNE 2014
NICE PROJ. #
1488-0032
DRAWN
SHK
DESIGNED
CDR
CHECKED
CDR
PROJ. MGR.
CDR
SCALE
HORIZONTAL
in = lot
VERTICAL
NA
M&C nLE NUMBER
'TA'rUS:
REMSION
RECORD DRAWING