Michael Myers Currituck Water & Sewer, LLC

9/2/2021

Michael Myers

Currituck Water & Sewer, LLC

4700 Homewood Ct., Suite 108

Raleigh, NC 27609

Re: Acceptance of Additional Flow, Fost Tract

Dear Mr. Myers,

Sandler Utilities at Mill Run, LLC (“Sandler Utilities”) provides this written confirmation that the

wastewater agreement permits the acceptance of the flow from the Fost project.

The current capacity of our plant is 175,000 gpd with permitted disposal capacity of 350,000 gpd. Our

actual average inflow is 52,695 gpd, leaving remaining capacity of 122,305 gpd prior to expansion of the

facility. As such, we have the ability to accept 104,805 gpd of flow prior to expansion to 350,000 gpd.

The Fost Tract is only expected to generate 57,480 gpd of flow.

As you are aware, Sandler Utility and Currituck Water & Sewer are in the process of transferring the

Eagle Creek wastewater system, so responsibility for expansion will be on Currituck Water & Sewer.

Sincerely,

Brittney M. Willis – Project Manager

Sandler Utilities at Mill Run, LLC

August 10, 2021 Michael Myers, Vice President Currituck Water & Sewer, LLC 4700 Hornewood Ct., Suite 108 Raleigh, NC 27609

Subject: Permit No. WQ0042726

Currituck Water & Sewer, LLC The Fost Tract-Force Main Wastewater Collection System Extension Permit Currituck County

Dear Mr. Myers.:

In accordance with your application received August 4, 2021, we are forwarding herewith Permit No. WQ0042726 dated August 10, 2021, to the Currituck Water & Sewer, LLC (Permittee) for the construction and operation upon certification of the subject wastewater collection system extension. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. Please pay particular attention to the following conditions contained within this permit:

Condition II.1: This permit shall not be automatically transferable; a request must be made and approved.

Condition II.4: Requires that the wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any individual system-wide collection system permit issued to the Permittee.

Condition II.7: Upon completion of construction and prior to operation of these permitted facilities, the

completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form. Permit modifications are required for any changes resulting in non-compliance with this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]

It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.

Currituck Water & Sewer, LLC Permit No. WQ0042726

Page 2 of 8

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding. If you need additional information concerning this matter, please contact Fredric Oelrich at (252) 946-3924 or via e-mail at [email protected].

Sincerely, for S. Daniel Smith Director, Division of Water Resources

by Robert Tankard, Assistant Regional Supervisor Water Quality Regional Operations Section Washington Regional Office Division of Water Resources, NCDEQ cc: Bissel Professional Group ([email protected])

Sandler at Mill Run, LLC Laserfiche

Page 3 of 8

WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT ______________________________________________________________________

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

Currituck Water & Sewer, LLC

Currituck County

for the construction and operation of approximately 7,610 linear feet of 8-inch gravity sewer (2,361 linear feet of 8-inch gravity sewer was permitted by NCDH&HS on November 14, 2019 and certified by Mark Bissell on August 9, 2021 which meets 15A NCAC 2T); a 315–gallon per minute pump station with duplex pumps (Pump Station LS-1), on-site audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch; as well as approximately 13,742 linear feet of 8-inch force main to serve 92 four-bedroom homes and 44 three bedroom townhouses as part of the Fost Tract-Force Main project, and the discharge of 60,000 gallons per day of collected domestic wastewater into the Sandler at Mill Run, LLC’s existing sewerage system, pursuant to the application received August 4, 2021 and in conformity with 15A NCAC 2T; the Division’s Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the Department of Environmental Quality and considered a part of this permit. This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified conditions and limitations contained therein. ____________________________________________ for S. Daniel Smith Director, Division of Water Resources By Authority of The Environmental Management Commission Permit Number: WQ0042726 Permit Issued: August 10, 2021

Page 4 of 8

SUPPLEMENT TO PERMIT COVER SHEET

Currituck Water & Sewer, LLC is hereby authorized to:

Construct, and then operate upon certification the aforementioned wastewater collection extension. The sewage and wastewater collected by this system shall be treated in the Eagle Creek Wastewater Treatment Facility in accordance with Permit Number WQ0014306.

Permitting of this project does not constitute an acceptance of any part of the project that does not meet 15A NCAC 2T; the Division’s Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee’s responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules. Construction and operation is contingent upon compliance with the Standard Conditions and any Special Conditions identified below.

I. SPECIAL CONDITIONS

1. This permit shall become voidable unless the agreement between Currituck Water & Sewer, LLC and

Sandler at Mill Run, LLC for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(g)]

2. No flow in excess of the quantity permitted herein, 60,000 GPD, shall be made tributary to the subject

sewer system until an application for permit modification for an increase in flow has been submitted to and approved by the Division. [15A NCAC 02T.0304(b)]

3. The Operational Agreement between the Permittee and the Environmental Management Commission

is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance with the terms and conditions of this permit. [15A NCAC 02T.0115]

4. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump

station identifying name/number, 24-Hour Emergency telephone number, and name of the owner/operator of the sewer system/pump station and instructions to call the number in the event of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a single-family residence may have a placard or sticker on the control panel in lieu of a sign. [15A NCAC 02T .0305(h)(2)]

Page 5 of 8

II. STANDARD CONDITIONS

1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to change ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the Division accompanied by documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request shall be considered on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]

2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with the conditions of this permit; 15A NCAC 2T; the Division’s Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]

3. This permit shall be effective only with respect to the nature and volume of wastes described in the

application and other supporting data. [15A NCAC 02T .0110]

4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall maintain compliance with an individual system-wide collection system permit for the operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:

a. The sewer system shall be effectively 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.

b. A map of the sewer system shall be developed and shall be actively maintained.

c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance schedule, spare parts inventory and overflow response has been developed and implemented.

d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.

e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are documented.

f. A general observation of the entire sewer system shall be conducted at least once per year.

g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-215.1C.

h. A Grease Control Program is in place as follows:

1. For public owned collection systems, the Grease Control Program shall include at least biannual distribution of educational materials for both commercial and residential users and the legal means to require grease interceptors at existing establishments. The plan shall also include legal means for inspections of the grease interceptors, enforcement for violators and the legal means to control grease entering the system from other public and private satellite sewer systems.

Page 6 of 8

2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual distribution of grease education materials to users of the collection system by the permittee or its representative.

3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this Subparagraph if necessary to prevent grease-related sanitary sewer overflows.

i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment accessibility.

j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with exception of the map, which shall be maintained for the life of the system.

5. The Permittee shall report by telephone to a water resources staff member at the Washington Regional Office, telephone number (252) 946-6481 as soon as possible, but in no case more than 24 hours, following the occurrence or first knowledge of the occurrence of either of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable

of adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or breakage, etc.; or

b. Any SSO and/or spill over 1,000 gallons; or c. Any SSO and/or spill, regardless of volume, that reaches surface water

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal report. Overflows and 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. Persons reporting any of the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most current Division approved form) within five days following first knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]

6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State. [15A NCAC 02T.0108(b)]

7. Upon completion of construction and prior to operation of these permitted facilities, the completed Engineering Certification form with checklist attached to this permit shall be submitted with the required supporting documents to the address provided on the form. A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the applicable County’s Register of Deeds office shall be submitted with the certification.

A complete certification is one where the form is fully executed and the supporting documents are provided as applicable. Supporting documentation shall include the following:

Page 7 of 8

a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of the wastewater collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after construction information and show required buffers, separation distances, material changes, etc.

b. One copy of the supporting applicable design calculations including pipe and pump sizing, velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge protection, detention time in the wet well, and force main, ability to flush low points in force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or pump is dedicated to multiple stations, an evaluation of all the pump stations’ storage capacities and the rotation schedule of the portable power source or pump, include travel timeframes, shall be provided.

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum Design Criteria should be clearly identified on the record drawings, on the certification in the space provided, or in written summary form.

Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe length changes of 10% or greater, increased flow, pump station design capacity design increases of 5% or greater, and increases in the number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit. Please note that variances to the Minimum Design Criteria should be requested and approved during the permitting process prior to construction. After-construction requests are discouraged by the Division and may not be approved, thus requiring replacement or repair prior to certification & activation. [15A NCAC 02T .0116]

8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division’s

Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been examined, a slope variance can be requested from the Division with firm supporting documentation. This shall be done through a permit modification with fee. Such variance requests will be evaluated on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting the construction certification. [ 15A NCAC 02T.0105(n)]

9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116]

10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division’s Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]

Page 8 of 8

11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]

12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,

rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or Local government agencies which have jurisdiction or obtaining other permits which may be required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]

CERTIFICATION CHECKLIST

NC DWR – Water Quality Regional Operations Section 943 Washington Square Mall, Washington NC 27889 Washington Regional Office Phone: (252) 946-6481 FAX: (252) 975-3716

To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.

Certifying Engineer: _______________________________________________________

Certification Review Date: __________________________________________________

Project Name: The Fost Tract-Force Main______________________________________

WQ0042726_________ Project County: Currituck_______________________________

1) Has permittee information changed since the permit was issued (or last modified): change of mailing address, change of ownership, transfer from developer to HOA/POA, etc. Yes No

If yes, please provide either a change of ownership form or new contact information. Note that transfer of

permits from the developer to the HOA/POA must occur with the first certification.

2) Have the as-built drawings have been signed, sealed, and dated by an N.C. PE? Yes No

3) Final Engineering certification? Yes No

If Partial Engineering certification, provide detailed narrative including what is being certified in the current phase, what was previously certified (if applicable), and what is left to be certified.

4) Adequate information related to sewer lines: Yes No N/A

Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.

Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.

Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).

5) Adequate information related to pump stations: Yes No N/A

Ensure power reliability option was selected per 15A NCAC 02T.0305(h).

6) Was project construction completed in accordance with all of the following: Yes No N/A

15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC for the Permitting of Pump Stations and Force Mains (latest version)?

If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.

Contact the Central Office to discuss the variance to determine a course of action.

Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other pertinent information to the Central Office (one hard copy, one digital copy).

The central office will review the variance request, and if approvable, specific language regarding the variance will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the reissued permit with variance language or the variance letter must be maintained with the original documents.

7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? Yes No

If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC 02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with the appropriate language.

8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including pipe length difference of 10% or greater, change in flow, pump station design capacity design change of 5% or greater, and change in the number/type of connections)? Yes No

If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified permit with revised certification must be issued prior to certification and operation.

http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environment%20and%20natural%20resources/chapter%2002%20-%20environmental%20management/subchapter%20t/15a%20ncac%2002t%20.0305.html

http://reports.oah.state.nc.us/ncac/title%2015a%20-%20environment%20and%20natural%20resources/chapter%2002%20-%20environmental%20management/subchapter%20t/subchapter%20t%20rules.html

http://www.ncwaterquality.org/web/wq/swp/ps/cs





FAST TRACK SEWER ENGINEERING CERTIFICATION


PERMITTEE: Currituck Water & Sewer, LLC PERMIT #: WQ0042726 PROJECT: The Fost Tract-Force Main ISSUE DATE: August 10, 2021

This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit until the Division has received this Certification and all required supporting documentation. It should be submitted in a manner that documents the Division’s receipt. Send the required documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.

Any wastewater flow made tributary to the wastewater collection system extension prior to completion of this Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up until a final certification is received. A Final Certification shall be a complete set of record drawings and design calculations regardless of whether partials have been submitted.

PERMITTEE’S CERTIFICATION

I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection system permitted herein or portions thereof. __________________________ ____ ____________________________ ________________ Printed Name, Title Signature Date

ENGINEER'S CERTIFICATION I, ________________________, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe ( periodically, weekly, full time) the construction of the project name and location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the following construction; approximately 7,610 linear feet of 8-inch gravity sewer (2,361 linear feet of 8-inch gravity sewer was permitted by NCDH&HS on November 14, 2019 and certified by Mark Bissell on August 9, 2021 which meets 15A NCAC 2T); a 315–gallon per minute pump station with duplex pumps (Pump Station LS-1), on-site audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer switch; as well as approximately 13,742 linear feet of 8-inch force main to serve 92 four-bedroom homes and 44 three bedroom townhouses as part of the Fost Tract-Force Main project, and the discharge of 60,000 gallons per day of collected domestic wastewater into the Sandler at Mill Run, LLC’s existing sewerage system; such that the construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water Resources’ (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division’s Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials. North Carolina Professional Engineer’s Seal w/signature & date:

Final Partial (include description)

FAST TRACK SEWER ENGINEERING CERTIFICATION


Certification Comments/Qualifiers (attach if necessary):

August 4, 2021

RAYMONDGOTTLIEB MANAGINGPARTNERSANDLERUTILITIESATMILLRUN, L.L.C. 448VIKINGDRIVE SUITE220VIRGINIABEACH, VIRGINIA23452

Subject: Permit No. WQ0014306Eagle Creek WWTPReclaimed Water Generation,

Dedicated Reclaimed WaterUtilization, andHigh-RateInfiltration System

Currituck County

DearMr. Gottlieb:

Inaccordance withyourpermit renewal request received September 30, 2020, andsubsequentadditional information received August 4, 2021, weareforwarding herewith Permit No. WQ0014306 datedAugust 4, 2021, toSandler Utilities atMillRun, L.L.C. forthecontinued operation ofthesubject reclaimedwater generation, dedicated reclaimed water utilization, andhighrateinfiltration facilities.

Thispermit shallbeeffective fromthedateofissuance through June 30, 2027, shall voidPermitNo. WQ0014306 issued October 8, 2015, andshallbesubject totheconditions andlimitations therein. ThePermittee shall submit arenewal application nolaterthanJanuary 1, 2027.

Please payattention tothemonitoring requirements listed Attachments A, B, andCfortheymaydiffer fromtheprevious permit issuance. Failure toestablish anadequate system forcollecting andmaintaining therequired operational information shall result infuture compliance problems.

TheDivision hasremoved thefollowing permit conditions since thelastpermit issuancedated October 8, 2015:

OldCondition I.3. Thiscondition hasbeen removed because oftheneweasement/irrigationagreement (DeedBook: 1640 / Pages: 776-808) oftheCurrituck County Register ofDeeds) between Paasch Developments, LLCandCurrituck Water andSewer, LLC, andtheassignmentagreement (DB: 1642 / PGS: 54-75) between Paasch Developments, LLC, Currituck Water andSewer, LLC, andSandler Utilities atMillRun, L.L.C.

OldCondition I.5. This condition hasbeen removed because thesecond bankofultravioletUV) disinfection lights were installed andrepairs weremade.

OldCondition II.8. Thiscondition hasbeen replaced byCondition II.11.


Mr. Raymond GottliebAugust 4, 2021Page2of4


OldCondition II.18. Thiscondition hasbeen removed.

OldCondition III.8. Thiscondition hasbeen replaced bynewCondition III.18.

OldCondition III.9. Thiscondition hasbeen replaced bynewCondition III.18.

OldCondition III.24. Thiscondition hasbeen removed alongwithOldCondition I.3.

OldCondition VI.2. Thiscondition hasbeenremoved because thepermit isnotvoidable.

Thefollowing permit conditions arenewsince thelastpermit issuance dated October 8, 2015:

Condition I.3. TheWashington Regional Office shall approve monitoring wellsMW-3, MW- 4, andMW-5priortoinstallation, andthemonitoring wellsshallbeinstalled within 90daysoftheeffective dateofthispermit. TheWashington Regional Office shallbenotified atleast twobusiness days inadvance ofconstruction ofanymonitoring well.

Condition I.4. Within 90daysofcompleting installation ofmonitoring wellsMW-3, MW-4, andMW-5, thePermittee shallsubmit twooriginal copies andonedigital copyofasitemap.

Condition I.5. Within 30daysofconstruction, aWellConstruction Record (Form GW-1) listing thispermit number andtheappropriate monitoring well identification number shall becompleted foreachwellconstructed.

Condition I.6. Prior totheexpansion ofthefacility above thecurrently permitted 175,000GPD, thePermittee shallprovide anewSoilEvaluation andHydrogeologic Report shallbeprovided todetermine thetotaldisposal capacity ofthefacility.

Condition I.7. Thegauge tomonitor waste levels inthehigh-rateinfiltration basin shallberepaired andfunctional within 60daysoftheeffective dateofthispermit.

Condition I.8. Theirrigation equipment shallbecalibrated within 60daysoftheeffectivedateofthispermit tocomply withCondition III.9.

Condition I.9. Within 60daysoftheeffective dateofthispermit, documentation shallbeprovided that thepublic andemployees werenotified oftheuseofreclaimed water andthatreclaimed water isnotintended fordrinking asstated inCondition III.22.

Condition I.10. Within oneyearoftheeffective dateofthispermit, alltrees, shrubs, andotherwoody vegetation shallberemoved fromallearthen dikesandembankments ofthe5.5MGhigh-rateinfiltration basin andthe7.431MGwetweather storage/irrigation pondtocomplywithCondition III.17.

Condition I.11. Within 180 daysoftheeffective dateofthispermit, aplantoclean andremove deposited materials thatimpede theinfiltration process astocomply withConditionIII.24. shallbesubmitted totheWashington Regional Office.

Conditions II.6., II.8., andII.9. These conditions werepreviously covered under OldCondition II.6., buthavebeenseparated intotheirownconditions.


Condition II.11. Reclaimed water distribution linesshallbelocated atleast5feethorizontallyfromand18inches below anywater lineifpracticable.

Condition II.12. Reclaimed waterdistribution linesshallnotbelessthan50feetfromawellunless thepiping andintegrity testing procedures meetwater mainstandards inaccordancewith15ANCAC 18C.

Condition II.13. Reclaimed water distribution linesshallmeet theseparation distances tosewer lines inaccordance with15ANCAC 02T .0305.

Condition II.20. Thecorrect setbacks havebeenadded foreach treatment, storage anddisposal component based onwhen theywereoriginally permitted ormodified.

Condition III.18. Metering equipment shallbetested andcalibrated annually.

Condition III.20. Continuous online monitoring andrecording forturbidity orparticle countandflowshallbeprovided prior tostorage, distribution, orutilization ofreclaimed water.

Condition IV.5.f. Continuous monthly andyear-to-date loadings foranynon-hydraulicparameter specifically limited inAttachment Bshallbereported. Please notethathispermit

hydraulic parameters limited inAttachment B.

Condition IV.10.b. Thedateofirrigation andinfiltration equipment calibration shallbemaintained inthemaintenance log.

Condition IV.11. Monitoring wellsMW-3, MW-4, andMW-5shallbesampled afterconstruction, andwithin threemonths prior toinitiating reclaimed water utilization operations.

Condition IV.13. Forinitial sampling ofmonitoring wellsMW-3, MW-4, andMW-5, Compliance Monitoring Form (GW-59) andaWellConstruction Record Form (GW-1) listingthispermit number andtheappropriate monitoring well identification number shallbesubmitted.

Condition VI.10. Thispermit shallnotberenewed ifthePermittee oranyaffiliation hasnotpaid therequired annual fee.


Ifanyparts, requirements, orlimitations contained inthispermit areunacceptable, thePermitteehastheright torequest anadjudicatory hearing uponwritten request within 30days following receipt ofthispermit. This request shallbeintheformofawritten petition, conforming toChapter 150BoftheNorthCarolina General Statutes, andfiledwith theOffice ofAdministrative Hearings at6714MailServiceCenter, Raleigh, NC27699-6714. Otherwise, thispermit shallbefinalandbinding.

Ifyouneedadditional information concerning thispermit, please contact Erick Saunders at (919) 707-3659orerickson.saunders@ncdenr. gov.

Sincerely,

S. Daniel Smith, DirectorDivision ofWater Resources

cc: Currituck County Health Department (Electronic Copy) Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy) Laserfiche File (Electronic Copy) Digital Permit Archive (Electronic Copy)

NORTH CAROLINA

ENVIRONMENTAL MANAGEMENT COMMISSION

DEPARTMENT OFENVIRONMENTAL QUALITY

RALEIGH

RECLAIMED WATER GENERATION, DEDICATED RECLAIMED WATER UTILIZATION, ANDHIGH-RATE INFILTRATION SYSTEM PERMIT

Inaccordance with theprovisions ofArticle 21ofChapter 143, General Statutes ofNorth Carolina asamended, andotherapplicable Laws, Rules, andRegulations

PERMISSION ISHEREBY GRANTED TO

SandlerUtilitiesatMillRun, L.L.C. CurrituckCounty

FOR THE

operation ofa175,000 gallon perday (GPD) reclaimed water generation, dedicated reclaimed waterutilization, andhigh-rateinfiltration facility consisting ofthe:

continued operation ofareclaimed watergeneration system consisting of: an 89,782gallon flowequalization basinwithtwo243gallon perminute (GPM) pumps andserved bya310cubic feetperminuteCFM) blower; amanual barscreen; aflowsplitter box; two225,000gallon aeration basins (consisting ofa50,000gallon section anda175,000gallon section); a148,250gallonclarifier; a28,220gallon clarifier; a37,000gallon aerated sludge holding tank served bytwo1,000CFMblowers; a15cell travelling bridge

2filterwithatotal areaof135square feet (ft); anultraviolet (UV) disinfection unit; a30,080galloneffluentdosing tankwithtwo608GPM pumps andhigh-water alarms; approximately 450linear feet (LF) of10- inchforcemain; astand-bygenerator withautomatic transfer switch; aturbidimeter; aflowmeter; andallassociated piping, valves, controls, andappurtenances; the

continued operation ofahigh-rateinfiltration system consisting of: a5.5million gallon (MG) high-rateinfiltration basin (inlieuofa5-dayupset pond); andallassociated piping, valves, controls andappurtenances; the

continued operation ofadedicated reclaimed water utilization system consisting of: a7.431MGwetweather storage/irrigation pond; approximately 112.25acresofirrigation areawithamaximum capacity of262,625GPDofdisposal capacity); andallassociated piping, valves, controls andappurtenances; the

construction onlyofthewastewater treatment plant expansion toitsoriginal permitted capacity of350,0002GPDandconsisting of: theaddition ofanaeration blower with2,000CFMcapacity; addition ofa213ft

tertiary traveling bridge filter; additional UVdisinfection facilities; expansion ofthewetweatherstorage/irrigation pondto10.5MG; expansion ofthenon-conjunctive reclaimed water utilization facilitiestoprovide adisposal capacity of321,000GPDaspermitted onMay14, 2004; andallassociated piping, valves, controls andappurtenances

toserve theEagle Creek WWTP, withnodischarge ofwastes tosurface waters, pursuant totheapplicationreceived September 30, 2020, subsequent additional information received August 4, 2021, andinconformity with theDivision-approved plansandspecifications considered apartofthispermit.

WQ0014306 Version 5.0 ShellVersion 200201 Page1of15

Thispermit shall beeffective from thedateofissuance through June30, 2027, shall voidPermit No. WQ0014306 issued October 8, 2015, andshall besubject tothefollowing conditions andlimitations:

I. SCHEDULES

1. Upon completion ofconstruction andprior tooperation ofthepermitted modifications, thePermitteeshall submit anengineering certification fromaNorth Carolina licensed Professional Engineercertifying thatthepermitted modifications have beenconstructed inaccordance withG.S. 143-215.1, Administrative CodeTitle15ASubchapter 02U, thispermit, and theDivision-approved plans andspecifications. Forphased andpartially certified facilities, thePermittee shall retain theresponsibilitytotrack further construction approved under thispermit, andshallprovide afinalengineeringcertification uponproject completion. Mail theEngineering Certification totheDivision ofWaterResources, Non-Discharge Branch, 1617MailService Center, Raleigh, NC27699-1617, orNon- Discharge.Reports@ncdenr. gov. \[15ANCAC 02T .0116(a)\]

2. ThePermittee shallnotify theWashington Regional Office, telephone number (252) 946-6481, atleasttwobusiness days inadvance ofinitial operation oftheconstructed facilities sothattheDivision canconduct astartup inspection. \[15ANCAC 02T .0108(b)(1)(B)\]

3. TheWashington Regional Office, telephone number (252) 946-6481, shall approve monitoring wellsMW-3, MW-4, andMW-5priortoinstallation, andthemonitoring wellsshallbeinstalled within 90daysoftheeffective dateofthispermit. TheWashington Regional Office shallbenotified atleast twobusiness days inadvance ofconstruction ofanymonitoring well. Themonitoring wellsshallbeconstructed such thatthewater level inthewell isnever above orbelow thescreened portion ofthewell, and inaccordance with15ANCAC 02C .0108. Thegeneral location andDivision-approved nameforeachmonitoring well isonFigure 1. \[15ANCAC 02C .0108, 02T .0108(b)(1)(B)\]

4. Within 90daysofcompleting installation ofmonitoring wellsMW-3, MW-4, andMW-5, thePermitteeshall submit twooriginal copies andonedigital copyofasitemapwithascalenogreater than1-inchequals 100feet; however, special provisions maybegranted upon priorapproval forlarge properties. Themapshall include thefollowing information:

a. Legend, northarrow, scale, andlegible inblack andwhite. b. Topographic contour intervals notexceeding 10feetor25percent oftotalsiterelief. c. Allhabitable residences orplacesofassembly within500 feetoftheirrigation area. d. Location ofallwells, streams (ephemeral, intermittent, andperennial), springs, lakes, ponds,

ditches, andother surface drainage features within 500feetoftheirrigation area. e. Location andidentification ofeachmonitoring well (identify anybackground/upgradient wells). f. Latitude andlongitude coordinates ofeach monitoring wells (decimal degrees tothesixthdecimal

degree andinNAD83). g. Location andidentification ofmajor components ofthewaste disposal system. h. Theperimeter ofallirrigation areaswithfield names (named according totheapproved permit) i. Location andownership ofproperty boundaries within 500feetoftheirrigation area (including

road/railright-of-waysandeasements). j. Latitude andlongitude oftheestablished horizontal control monument (decimal degrees tothesixth

decimal degree). k. Elevation ofthetopofthewellcasing (i.e., measuring point) relative toacommon datum. l. Depth ofwater below themeasuring pointatthetimethemeasuring point isestablished. m. Delineation ofthecompliance andreview boundaries. n. Distance measurements verifying allsetbacks arebeing met. o. Stormwater drainage controls. p. 100-yearfloodplain. q. Thedatethemapisprepared and/orrevised.


Boundaries andphysical features notunder purview ofother licensed professions shallbeprovided byaProfessional Surveyor. Control monuments shallbeinstalled insuchamanner andmadeofsuchmaterials thatthemonument willnotbedestroyed duetoactivities taking placeontheproperty. Themapandanysupporting documentation shallbesenttotheDivision ofWater Resources, Non- Discharge Branch, 1617MailService Center, Raleigh, NC27699-1617, or Non- Discharge.Reports@ncdenr. gov. \[15ANCAC 02C .0105(f), 02T .0108(b)(1)(B)\]

5. Within 30daysofconstruction, aWellConstruction Record (FormGW-1) listing thispermit numberandtheappropriate monitoring well identification number shallbecompleted foreachwell constructed, andmailed totheDivision ofWater Resources, Non-Discharge Branch, 1617Mail Service Center, Raleigh, NC27699-1617, orNon-Discharge.Reports@ncdenr. gov. ANorth Carolina Certified WellContractor shall construct themonitoring wellsaccording totheNorthCarolina WellConstructionStandards (15ANCAC 02C .0113) andlocal county rules. \[15ANCAC 02C .0113, 02T0108(b)(1)(B)\]

6. Prior totheexpansion ofthefacility above thecurrently permitted 175,000GPD, thePermittee shallprovide anewSoilEvaluation andHydrogeologic Report todetermine thetotaldisposal capacity ofthefacility. This report isrequired duetoconcerns ofahighgroundwater tableatthesitewhich couldaffect theperformance oftheexisting vacuum sewercollection system andprevious instances ofponding onthegolf course which affect theplayability ofthegolf course. These newevaluations willalsoaidindocumenting whether sitecharacteristics andconditions havechanged over thelifeofthefacility since itwasoriginally permitted. This documentation shallbesubmitted inamodificationrequest tosupport theincrease inflowtothewastewater treatment facilities. \[15ANCAC 02T0108(b)(1)(B)\]

7. The gauge tomonitor waste levels inthe5.5MGhigh-rate infiltration basin shallberepaired andfunctional within 60daysoftheeffective dateofthispermit. Caution shallbetakennottodamage theintegrity ofanyliner (ifpresent) when installing agauge. \[15ANCAC 02T .0108(b)(1)(B), 02T0705(c)\]

8. Theirrigation equipment shallbecalibrated within 60daysoftheeffective dateofthispermittocomplywithCondition III.8. Documentation thatthishasbeen completed shallbesubmitted tothetotheDivision ofWater Resources, Non-Discharge Branch, 1617MailService Center, Raleigh, NC27699- 1617, orNon-Discharge.Reports@ncdenr. gov. \[15ANCAC 02T .0108(b)(1)(B), 02U .0801(d)\]

9. Within 60daysoftheeffective dateofthispermit, documentation shallbeprovided that thepublic andemployees were notified oftheuseofreclaimed water andthatreclaimed water isnotintended fordrinking asstated inCondition III.22. Documentation thatthishasbeencompleted shallbesubmittedtothetotheDivision ofWater Resources, Non-Discharge Branch, 1617MailService Center, Raleigh, NC27699-1617, orNon-Discharge.Reports@ncdenr. gov. \[15ANCAC 02T .0108(b)(1)(B), 02U0501(a)(2)\]

10. Within oneyearoftheeffective dateofthispermit, alltrees, shrubs, andotherwoody vegetation shallberemoved fromallearthen dikesandembankments ofthe5.5MGhigh-rateinfiltration basin andthe7.431MGwetweather storage/irrigation pond tocomply withCondition III.17. TheWashingtonRegional Office shallbenotified uponcompletion ofthese repairs. \[15ANCAC .108(b)(1)(B), 02T0707(g), 02U .0801(g)\]

11. Within 180daysoftheeffective dateofthispermit, aplantoclean andremove deposited materials thatimpede theinfiltration process astocomply withCondition III.24. shallbesubmitted totheWashingtonRegional Office. \[15ANCAC .108(b)(1)(B), 02T .0707(h)\]

12. ThePermittee shall request renewal ofthispermit onDivision-approved forms nolater thanJanuary 1, 2027. \[15ANCAC 02T .0105(b), 02T .0109\]


II. PERFORMANCE STANDARDS

1. ThePermittee shallmaintain andoperate thesubject non-discharge facilities sothere isnodischarge tosurface waters, noranycontravention ofgroundwater orsurface water standards. Intheevent thefacilities failtoperform satisfactorily, including thecreation ofnuisance conditions duetoimproperoperation and maintenance, thePermittee shall take immediate corrective actions, including Divisionrequired actions, suchastheconstruction ofadditional orreplacement reclaimed water generation, reclaimed water utilization, andhigh-rateinfiltration facilities. \[15ANCAC 02T .0108(b)(1)(A)\]

2. Thispermit shallnotrelieve thePermittee oftheir responsibility fordamages togroundwater orsurfacewater resulting fromtheoperation ofthisfacility. \[15ANCAC 02T .0108(b)(1)(A)\]

3. Groundwater monitoring wellsshallbeconstructed inaccordance with15ANCAC 02C .0108Standards ofConstruction forWells Other thanWater Supply), andanyother jurisdictional lawsand

regulations pertaining towell construction. \[ 15ANCAC 02C .0108\]

4. Effluent limitations shallnotexceed those specified inAttachment A. \[15ANCAC 02T0108(b)(1)(A), 02U .0301\]

5. Application ratesshallnotexceed those specified inAttachment B. \[15ANCAC 02T .0108(b)(1)(A), 02U .0401(g)\]

6. Allreclaimed water valves, storage facilities, andoutlets shallbetagged orlabeled towarn thepublicoremployees that thewater isnotintended fordrinking. \[15ANCAC 02U .0403(b)\]

7. Allreclaimed waterpiping, valves, outlets, andother appurtenances shallbecolor-coded, taped, orotherwise marked toidentify thesource ofthewater asbeing reclaimed water asfollows:

a. All reclaimed water piping andappurtenances shallbeeither colored purple (Pantone 522orequivalent) andembossed orintegrally stamped ormarked "CAUTION: RECLAIMED WATER - DONOT DRINK" orbeinstalled withapurple (Pantone 522orequivalent) identification tapeorpolyethylene vinylwrap. Thewarning shallbestamped onopposite sidesofthepipeandrepeatedevery three feetorless;

b. Identification tapeshallbeatleast three inches wideandhavewhiteorblack lettering onpurplePantone 522orequivalent) fieldstating "CAUTION: RECLAIMED WATER - DONOT

DRINK". Identification tapeshallbeinstalled ontopofreclaimed water pipelines, fastened atleastevery10feettoeachpipelength andruncontinuously theentire length ofthepipe; and

c. Existing underground distribution systems retrofitted forthepurpose ofconveying reclaimed watershallbetapedorotherwise identified asnoted inII.7.a. andII.7.b. This identification neednotextend theentire length ofthedistribution system butshall beincorporated within 10feetofcrossing anypotable water supply lineorsanitary sewer line.

15ANCAC 02U .0403(c)\]

8. Allreclaimed water valves andoutlets shallbeofatype, orsecured inamanner, thatpermits operationbypersonnel authorized bytheentity thatoperates thereclaimed water system. \[ 15ANCAC 02U0403(d)\]

9. Hosebibsshallbelocated inlocked, below grade vaults thatshallbelabeled asbeingofnon-potablequality. Asanalternative totheuseoflocked vaults withstandard hosebibservices, other lockingmechanisms suchashosebibsthatcanonlybeoperated byatoolmaybeplaced above ground andlabeled asnon-potable water. \[15ANCAC 02U .0403(e)\]

10. Thereshall benodirect cross-connections between thereclaimed water andpotable water systems, unless suchconnection hasbeenapproved bytheDepartment pursuant to15ANCAC 18C .0406. \[15ANCAC 02U .0403(f)\]


11. Reclaimed water distribution linesshallbelocated atleast5feethorizontally fromand18inches belowanywater lineifpracticable. Ifthese separation distances cannot bemet, thepiping andintegrity testingprocedures shallmeetwatermain standards inaccordance with15ANCAC 18C. \[15ANCAC 02U0403(g), 02U .0403(h)\]

12. Reclaimed water distribution linesshallnotbelessthan50feet fromawell unless thepiping andintegrity testing procedures meetwater mainstandards inaccordance with15ANCAC 18C, butinnocaseshall theybelessthan25feet fromaprivate well. \[15ANCAC 02U .0403(g), 02U .0403(i)\]

13. Reclaimed water distribution linesshallmeet theseparation distances tosewer lines inaccordance with15ANCAC 02T .0305. \[15ANCAC 02U .0403(g), 02U .0403(j)\]

14. Reclaimed water irrigation fields permitted prior toSeptember 1, 2006havecompliance andreviewboundaries established attheproperty boundary. Anyexceedance ofgroundwater standards atorbeyond thecompliance boundary shall require corrective action. Division-approved relocation ofthecompliance boundary shallbenoted inAttachment B. Multiple contiguous properties under commonownership andpermitted foruseasadisposal system shallbetreated asasingle property withregardtodetermination ofacompliance boundary. \[ 15ANCAC 02L .0106, 02T .0105(h), 02H0219(k)(1)(C)(i)(III), G.S. 143-215.1(i), G.S. 143-215.1(k)\]

15. High-rateinfiltration sites permitted onorafterDecember 30, 1983haveacompliance boundary thatiseither 250feetfromtheinfiltration area, or50feetwithin theproperty boundary, whichever isclosesttotheinfiltration area. Anyexceedance ofgroundwater standards atorbeyond thecomplianceboundary shall require corrective action. Division-approved relocation ofthecompliance boundaryshall benoted inAttachment B. Multiple contiguous properties under common ownership andpermitted foruseasadisposal system shallbetreated asasingle property withregard todeterminationofacompliance boundary. \[15ANCAC 02L .0106(d)(2), 02L .0107(b), 02T .0105(h), G.S. 143- 215.1(i), G.S. 143-215.1(k)\]

16. Thereview boundary forthe5.5MGhigh-rateinfiltration basin ismidway between thecomplianceboundary andtheinfiltration area. Anyexceedance ofgroundwater standards atorbeyond thereviewboundary shall require preventative action. \[15ANCAC 02L .0106(d)(1), 02L .0108\]

17. ThePermittee shallapply forapermit modification toestablish anewcompliance boundary priortoanysaleortransfer ofproperty affecting acompliance boundary (i.e., parcel subdivision). \[ 15ANCAC02L .0107(c)\]

18. Nowells, excluding Division-approved monitoring wells, shallbeconstructed within thecomplianceboundary except asprovided forin15ANCAC 02L .0107(g). \[15ANCAC 02L .0107\]

19. Except asprovided forin15ANCAC 02L .0107(g), thePermittee shall ensure anylandowner whoisnot thePermittee andowns landwithin thecompliance boundary shall execute andfilewiththeCurrituck County Register ofDeedsaneasement running with thelandcontaining thefollowing items:

a. Anoticeofthepermit andnumber orother description asallowed in15ANCAC 02L .0107(f)(1);

b. Prohibits construction andoperation ofwatersupply wellswithin thecompliance boundary; and

c. Reserves therightofthePermittee ortheState toenter theproperty within thecompliance boundaryforpurposes related tothepermit.

TheDirector mayterminate theeasement when itspurpose hasbeen fulfilled orisnolonger needed.

15ANCAC 02L .0107(f)\]


20. Thefacilities herein werepermitted perthefollowing setbacks:

a. Thereclaimed water irrigation siteswereoriginally permitted March 5, 1999. Thesetbacks forspray irrigation sitesoriginally permitted ormodified fromJune1, 1996toAugust 31, 2006areasfollows (alldistances infeet):

i. Surface waters classified SA: 100ii. Surface waters notclassified SA: 25iii. Eachwater supply well: 100iv. Eachnon-potable well: 10v. Eachswimming pool: 25

15ANCAC 02H .0219(k)(1)(C)(i)\]

b. Theinfiltration siteswereoriginally permitted March 5, 1999. Thesetbacks forinfiltration sitesoriginally permitted ormodified fromFebruary 1, 1993toSeptember 1, 2006areasfollows (alldistances infeet):

i. Eachprivate orpublic water supply source: 100ii. Surface waters: 200iii. Groundwater lowering ditches: 200iv. Surface water diversions (upslope): 200v. Surface waterdiversions (downslope): 200vi. Eachwellwithexception ofmonitoring wells: 100

1vii. Eachproperty line: 50viii. Topofslopeofembankments orcutsoftwofeetormore invertical height: 100ix. Eachwater line: 10x. Eachswimming pool: 100xi. Public rightofway: 50xii. Nitrification field: 20xiii. Eachbuilding foundation orbasement: 15xiv. Each impounded public surface water supply: 500xv. Eachpublic shallow ground water supply (lessthan50feetdeep): 500

1 Setbacks toproperty lines arenotapplicable when thePermittee, ortheentity fromwhich thePermittee isleasing, ownsboth parcels separated bytheproperty line.

15ANCAC 02H .0404(g), 02H .0219(j)(5)\]


c. Thestorage andtreatment unitswereoriginally permitted March 5, 1999. Thesetbacks forstorageandtreatment unitsoriginally permitted ormodified from June1, 1996toAugust 31, 2006 areasfollows (alldistances infeet):

1i. Eachhabitable residence orplaceofassembly underseparate ownership: 100ii. Eachprivate orpublic water supply source: 100iii. Surface waters: 50iv. Eachwellwithexception ofmonitoring wells: 100

2, 3v. Eachproperty line: 50vi. Nitrification field: 20

1 Habitable residences orplaces ofassembly under separate ownership constructed after thefacilities herein wereoriginally permitted orsubsequently modified areexempt fromthissetback.

2 Setbacks toproperty linesarenotapplicable when thePermittee, ortheentity fromwhich thePermittee isleasing, ownsboth parcels separated bytheproperty line.

3 Persetback waivers submitted inaccordance with15ANCAC 02U .0701(e), reduced setbacksfromthestorage andtreatment units toanyproperty lineareasfollows:

Parcel No. DeedBook / Page Setback Easement

0015000084I0000 Seeattached 0feet 50feet

0016000001A0000 Seeattached 0feet 50feet

15ANCAC 02H .0404(g), 02H .0219(j)(5)\]

III. OPERATION ANDMAINTENANCE REQUIREMENTS

1. ThePermittee shall operate andmaintain thesubject facilities asanon-discharge system. \[15ANCAC02T .0700, 02U .0101\]

2. ThePermittee shall maintain anOperation andMaintenance Plan, which shall include:

a. Adescription oftheoperation ofthesystem indetail toshowwhatoperations arenecessary forthesystem tofunction andbywhom theoperations aretobeconducted;

b. Adescription ofanticipated maintenance ofthesystem;

c. Provisions forsafety measures, including restriction ofaccess tothesiteandequipment; and

d. Spill control provisions that include response toupsets andbypasses, including control, containment, andremediation, andcontact information forpersonnel, emergency responders, andregulatory agencies;

15ANCAC 02T .0707(a), 02U .0801(a)\]

3. classification ofthesubject non-discharge facilities, thePermittee shall designate andemploy acertifiedoperator inresponsible charge (ORC), andoneormorecertified operators asback-upORCs. TheORCortheirback-upshall operate andvisit thefacilities asrequired bytheWPCSOCC. \[15ANCAC 02T0117\]

4. Anoperator certified bytheWater Pollution Control System Operators Certification CommissionWPCSOCC) ofagrade equivalent orgreater thanthefacility classification shallbeoncall24hours

perday. \[15ANCAC 02U .0401(e)\]


5. ThePermittee shallmaintain vegetative cover ontheirrigation sites, such thatcrophealth isoptimal, allows even effluent distribution, andallows inspection oftheirrigation system. \[15ANCAC 02U0801(b)\]

6. ThePermittee shall takemeasures toprevent effluent ponding inorrunoff fromthe irrigation siteslisted inAttachment B. \[15ANCAC 02U .0801(c)\]

7. ThePermittee shallnot irrigate treated effluent onirrigation sites during inclement weather, orwhenthesoilisinacondition thatwillcause ponding orrunoff. \[15ANCAC 02U .0401(k)\]

8. Irrigation andinfiltration equipment shallbetested andcalibrated onceperpermit cycle. \[15ANCAC02T .0707(d), 02U .0801(d)\]

9. Only reclaimed water generated from the Eagle Creek WWTP shallbeirrigated orinfiltrated onthesites listed inAttachment B. \[15ANCAC 02T .0701, 02U .0101\]

10. ThePermittee shallnotallow vehicles orheavy machinery ontheirrigation orinfiltration areas, exceptduring equipment installation ormaintenance activities. \[15ANCAC 02T .0707(e), 02U .0801(e)\]

11. ThePermittee shallprohibit public access tothewastewater treatment andstorage facilities, andinfiltration facilities. \[15ANCAC 02T .0705(p), 02U .0402(e)\]

12. Public access toreclaimed water utilization sites shallbecontrolled during active siteuse. Suchcontrols may include theposting ofsigns showing theactivities being conducted ateachsite. \[15ANCAC 02U .0501(a)(2)\]

13. ThePermittee shall dispose orutilize generated residuals inaDivision-approved manner. \[15ANCAC02T .0708, 02T .1100, 02U .0802\].

14. ThePermittee shallnotdivertorbypass untreated orpartially treated reclaimed water from thesubjectfacilities. \[15ANCAC 02T .0705(i), 02U .0402(g)\]

15. Freeboard inthe5.5MGhigh-rateinfiltration basin andthe7.431MGwetweather storage/irrigationpondshallnotbelessthantwofeetatanytime. \[15ANCAC 02T .0705(c), 02U .0401(h)\]

16. Gauges tomonitor water levels inthe5.5MGhigh-rateinfiltration basin andthe7.431MGwetweatherstorage/irrigation pond shallbeprovided. These gauges shallhavereadily visible permanent markings, atinchortenthofafoot increments, indicating thefollowing elevations: maximum liquid levelatthetopofthetemporary liquid storage volume; minimum liquid levelatthebottom ofthetemporary liquidstorage volume; and thelowest pointontopofthedam. \[15ANCAC 02T .0707(f), 02U .0801(f)\]

17. Aprotective vegetative cover shallbeestablished andmaintained onallberms, piperuns, erosioncontrol areas, surface water diversions, andearthen embankments ( i.e., outside toeofembankment tomaximum allowable temporary storage elevation ontheinside oftheembankment). Trees, shrubs, andotherwoody vegetation shallnotbeallowed togrowontheearthen dikesorembankments. Earthenembankments shallbekept mowed orotherwise controlled andaccessible. \[ 15ANCAC 02T .0707(g), 02U .0801(g)\]

18. Metering equipment shallbetested andcalibrated annually. \[15ANCAC02T .0707(d), 02U .0801(d)\]

19. Anautomatically activated standby power source capable ofpowering allessential treatment units shallbeonsiteandoperational atalltimes. Ifagenerator isemployed asanalternate power supply, itshallbetested weekly byinterrupting theprimary power source. \[15ANCAC 02T .0705(k), 02U .0401(d)\]

20. Continuous online monitoring andrecording forturbidity orparticle count andflowshallbeprovidedprior tostorage, distribution, orutilization ofreclaimed water. \[15ANCAC 02U .0401(b)\]


21. Ifturbidity exceeds 10NTUs orifthepermitted pathogen levels cannot bemet, alleffluent shallberouted tothe5.5MGhigh-rateinfiltration basinuntil theproblems associated withthereclaimed watergeneration system havebeen corrected. \[15ANCAC 02U .0402(d)\]

22. ThePermittee shallprovide notification tothepublicand itsemployees about theuseofreclaimedwater, andthat reclaimed water isnot intended fordrinking. Suchnotification shall beprovided toemployees inalanguage theycanunderstand. \[ 15ANCAC 02U .0501(a)(2)\]

23. ThePermittee shall develop andimplement aneducation program toinform usersand itsemployeesabout theproper useofreclaimed water. Educational material shallbeprovided toallresidents and/orother facilities provided withreclaimed water, andthese materials shallbemaintained consistent withthereclaimed water uses. Alleducational materials shall bemade available totheDivision uponrequest. \[15ANCAC 02U .0501(a)(4)\]

24. Theinfiltration areas shallbecleaned atleast onceperpermit cycle toremove deposited materials thatmay impede theinfiltration process. Cleaning records shallbemaintained atthefacility forfiveyears, andshallbemade available totheDivision upon request. TheWashington Regional Office, telephonenumber (252) 946-6481, shallbenotified priortoeachcleaning. \[15ANCAC 02T .0707(h)\]

25. Vegetative growth mustbekeptoutofthe5.5MG high-rate infiltration basin atalltimes. Allvegetation mustberemoved manually sothatminimal disturbance willoccur tothedisposal area. \[15ANCAC 02T .0108(b)(1)(A)\]

26. Theapplication ofchemicals tothe5.5MGhigh-rateinfiltration basin isexpressly prohibited. \[15ANCAC 02T .0108(b)(1)(A)\]

27. ThePermittee shallberesponsible fortheoperation andmaintenance ofthe6,000GPM stormwaterpumptoallow themovement ofgroundwater offsitefrom thegolfcourse. Until such timethatCurrituck County hasestablished adrainage district, thePermittee shallberesponsible formaintainingthecanals forpositive drainage. \[15ANCAC 02T .0108(b)(1)(A)\]

IV. MONITORING ANDREPORTING REQUIREMENTS

1. ThePermittee shall conduct andreport anyDivision required monitoring necessary toevaluate thisgroundwater andsurface water. \[15ANCAC 02T .0108(c)\]

2. ADivision-certified laboratory shall conduct allanalyses fortherequired effluent, groundwater, andsurface water parameters. \[ 15ANCAC 02H .0800\]

3. Flow through thetreatment facility shall becontinuously monitored, anddaily flowvalues shallbereported onFormNDMR. Facilities withapermitted flowlessthan10,000GPDmayestimate theirflowfromwater usage records provided thewater source ismetered. \[15ANCAC 02T .0105(k), 02T0108(c)\]

4. ThePermittee shallmonitor thegenerated reclaimed wateratthefrequencies andlocations fortheparameters specified inAttachment A. \[15ANCAC 02T .0108(c)\]


5. ThePermittee shall maintain records tracking theamount ofreclaimed water irrigated. These recordsshall include thefollowing information foreach irrigation sitelisted inAttachment B:

a. Dateofirrigation; b. Volume ofreclaimed water irrigated; c. Site irrigated; d. Length oftimesiteisirrigated; e. Continuous weekly, monthly, andyear-to-datehydraulic (inches/acre) loadings; f. Continuous monthly andyear-to-date loadings foranynon-hydraulic parameter specifically

limited inAttachment B; g. Weather conditions; andh. Maintenance ofcovercrops.

15ANCAC 02T .0108(c)\]

6. ThePermittee shallmaintain records tracking theamount ofeffluent infiltrated. These records shallinclude thefollowing information foreach infiltration sitelisted inAttachment B:

a. Dateofinfiltration; b. Volume ofeffluent infiltrated; c. Site infiltrated; d. Length oftimesite isinfiltrated; e. Loading rates toeach infiltration sitelisted inAttachment B; andf. Weather conditions.

15ANCAC 02T .0108(c)\]

7. Freeboard (i.e., water level tothelowest embankment elevation) inthe5.5MGhigh-rate infiltrationbasin andthe7.431MGwetweather storage/irrigation pond shallbemeasured tothenearest inchortenthofafoot, andrecorded weekly. Weekly freeboard records shallbemaintained forfiveyears, andshallbemade available totheDivision upon request. \[15ANCAC 02T .0108(c)\]

8. Threecopies ofallmonitoring data (asspecified inConditions IV.3. andIV.4.) onFormNDMR foreachPPIandthreecopiesofalloperation anddisposal records (asspecified inConditions IV.5. andIV.7.) onFormNDAR-1, andthreecopies ofalloperation anddisposal records (asspecified inConditions IV.6. andIV.7.) onFormNDAR-2forevery siteinAttachment Bshallbesubmitted onorbefore thelastdayofthefollowing month. Ifnoactivities occurred during themonitoring month, monitoring reports arestill required documenting theabsence oftheactivity. All information shallbesubmitted tothefollowing address:

Division ofWater ResourcesInformation Processing Unit

1617MailService CenterRaleigh, North Carolina 27699-1617

15ANCAC 02T .0105(l)\]

9. ThePermittee shall maintain arecordofallresiduals removed fromthisfacility. This record shallbemaintained forfiveyears, andshall bemadeavailable totheDivision upon request. This record shallinclude:

a. Nameoftheresiduals hauler; b. Non-Discharge permit number authorizing theresiduals disposal, oraletter fromamunicipality

agreeing toaccept theresiduals; c. Date theresiduals werehauled; andd. Volume ofresiduals removed.

15ANCAC 02T .0708(b), 02U .0802(b)\]


10. Amaintenance logshallbekeptatthisfacility. This logshallbemaintained forfiveyears, andshallbemade available totheDivision upon request. Thislogshall include:

a. Dateofflowmeasurement device calibration; b. Dateofirrigation andinfiltration equipment calibration; c. Dateofturbidimeter calibration; d. Dateandresults ofpower interruption testing onalternate power supply; e. Visual observations oftheplantandplantsite; andf. Record ofpreventative maintenance (e.g., changing ofequipment, adjustments, testing, inspections

andcleanings, etc.); andg. Record ofalldischarges ofreclaimed water tosurface waters orthelandsurface, including thedate

ofoccurrence, estimated volume, andcorrective action taken.

15ANCAC 02T .0707(i), 02U .0801(h)\]

11. Monitoring wellsMW-3, MW-4, andMW-5 shall besampled after construction, andwithin threemonths ofwell installation. Monitoring wells MW-3, MW-4, andMW-5shallbesampled thereafteratthefrequencies andfortheparameters specified inAttachment C. Allmapping, wellconstructionforms, wellabandonment forms, andmonitoring datashall refer tothepermit number andthewellnomenclature asprovided inAttachment CandFigure 1. \[15ANCAC 02T .0105(m)\]

12. Monitoring wellsMW-1andMW-2shallbesampled atthefrequencies andfortheparameters specifiedinAttachment C. Allmapping, wellconstruction forms, wellabandonment forms andmonitoring datashall refer tothepermit number andthewellnomenclature asprovided inAttachment CandFigure 1.

15ANCAC 02T .0105(m)\]

13. For initial sampling ofmonitoring wellsMW-3, MW-4, andMW-5, thePermittee shall submit aCompliance Monitoring Form (GW-59) andaWellConstruction Record Form (GW-1) listing thispermit number andtheappropriate monitoring well identification number. Initial ComplianceMonitoring Forms (GW-59) without copies oftheWellConstruction Record Forms (GW-1) aredeemed incomplete, andmaybereturned tothePermittee without being processed. \[ 15ANCAC 02T0105(m)\]

14. Twocopiesofthemonitoring wellsampling andanalysis results shall besubmitted onaComplianceMonitoring Form (GW-59), alongwithattached copies oflaboratory analyses, onorbefore thelastworking dayofthemonth following thesampling month. TheCompliance Monitoring Form (GW-59) shall include thispermit number, theappropriate well identification number, andoneGW-59acertification formshallbesubmitted witheachsetofsampling results. All information shallbesubmitted tothefollowing address:

Division ofWater ResourcesInformation Processing Unit

1617MailService CenterRaleigh, North Carolina 27699-1617

15ANCAC 02T .0105(m)\]


15. Noncompliance Notification:

ThePermittee shall report totheWashington Regional Office, telephone number 252) 946-6481, within24hoursoffirstknowledge ofthefollowing:

a. Treatment ofwastes abnormal inquantity orcharacteristic, including theknown passage ofahazardous substance.

b. Anyprocess unit failure (e.g., mechanical, electrical, etc.) rendering thefacility incapable ofadequate wastewater treatment.

c. Anyfailure resulting inadischarge untreated orpartially treated wastewater tosurface waters.

d. Anyfailure resulting inadischarge ofreclaimed water directly tosurface waters oranyunpermittedrelease ofreclaimed water tolandsurface greater thanorequal to5,000gallons. Unpermittedreleases lessthan5,000gallons tolandsurface shallbedocumented bythePermittee inaccordancewithCondition IV.10.g. butdonotrequire Regional Office notification.

e. Anytimeself-monitoring indicates thefacility hasgoneoutofcompliance with itspermitlimitations.

f. Ponding inorrunoff fromtheirrigation sites.

Emergencies requiring reporting outside normal business hours shallcallResponse personnel attelephone number (800) 662-7956, (800) 858-0368, or (919) 733-3300. Allnoncompliance notifications shall fileawritten report totheWashington Regional Office within fivedaysoffirstknowledge oftheoccurrence, andthisreport shalloutline theactions proposed ortakentoensure theproblem doesnotrecur. \[15ANCAC 02T .0108(b)(1)(A)\]

V. INSPECTIONS

1. ThePermittee shallperform inspections andmaintenance toensure proper operation ofthereclaimedwater generation, utilization, andhigh-rateinfiltration facilities. \[ 15ANCAC 02T .0707(j), 02U0801(i)\]

2. ThePermittee shall inspect thereclaimed water generation, utilization, andhigh-rateinfiltrationfacilities toprevent malfunctions, facility deterioration, andoperator errors thatmay result indischargesofwastes totheenvironment, threatstohuman health, orpublic nuisances. ThePermittee shallmaintainaninspection logthat includes thedateandtimeofinspection, observations made, andmaintenance, repairs, orcorrective actions taken. ThePermittee shallmaintain this inspection logforaperiod offiveyears fromthedateoftheinspection, andthislogshallbemade available totheDivision upon request.

15ANCAC 02T .0707(i), 02T .0707(j), 02U .0801(h), 02U .0801(i)\]

3. Division authorized representatives may, uponpresentation ofcredentials, enterandinspect anyproperty, premises, orplacerelated tothereclaimed water generation, utilization, andhigh-rateinfiltration facilities permitted herein atanyreasonable timefordetermining compliance withthispermit. Division authorized representatives may inspect orcopy records maintained under thetermsandconditions ofthispermit, andmaycollect groundwater, surface water, orleachate samples. \[ G.S. 143-215.3(a)(2)\]


VI. GENERAL CONDITIONS

1. Failure tocomply with theconditions andlimitations contained herein maysubject thePermittee toaDivision enforcement action. \[G.S. 143-215.6A, 143-215.6B, 143-215.6C\]

2. Thispermit iseffective onlywithrespect tothenature andvolume ofwastes described inthepermitapplication, andDivision-approved plans andspecifications. \[ G.S. 143-215.1(d)\]

3. Unless specifically requested andapproved inthispermit, therearenovariances toadministrative codesorgeneral statutes governing theconstruction oroperation ofthefacilities permitted herein. \[15ANCAC 02T .0105(n)\]

4. Theissuance ofthispermit doesnotexempt thePermittee fromcomplying withallstatutes, rules, regulations, orordinances thatother jurisdictional government agencies (e.g., local, state, andfederal) mayrequire. \[15ANCAC 02T .0105(c)(6)\]

5. Ifthepermitted facilities change ownership, orthePermittee changes theirname, thePermittee shallsubmit apermit modification request onDivision-approved forms. ThePermittee shall comply withallterms andconditions ofthispermit until thepermit istransferred tothesuccessor-owner. \[G.S. 143- 215.1(d3)\]

6. ThePermittee shall retainasetofDivision-approved plansandspecifications forthelifeofthefacilitiespermitted herein. \[15ANCAC 02T .0105(o)\]

7. ThePermittee shallmaintain thispermit until theproper closure ofallfacilities permitted herein, oruntil thefacilities permitted herein arepermitted byanother authority. \[15ANCAC 02T .0105(j)\]

8. Thispermit issubject torevocation ormodification upon60-daynotice from theDivision Director, inwhole orpartfor:

a. violation ofanytermsorconditions ofthispermit orAdministrative CodeTitle15ASubchapter02U;

b. obtaining apermitbymisrepresentation orfailure todisclose allrelevant facts;

c. esentation ofcredentials:

i. toenter the whereasystem islocated orwhere anyrecords arerequiredtobekept;

ii. tohaveaccess toanypermit required documents andrecords;

iii. toinspect anymonitoring equipment ormethod asrequired inthispermit; or

iv. tosample anypollutants;

d.

e. aDivision determination that theconditions ofthispermit areinconflict withNorth CarolinaAdministrative CodeorGeneral Statutes.

15ANCAC 02T .0110\]


9. Unless theDivision Director grants avariance, expansion ofthefacilities permitted herein shallnotoccur ifanyofthefollowing apply:

a. ThePermittee oranyparent, subsidiary, orotheraffiliate ofthePermittee hasbeenconvicted ofenvironmental crimes underG.S. 143-215.6B, orunder Federal lawthatwould otherwise beprosecuted underG.S. 143-215.6B, andallappeals ofthisconviction havebeenabandoned orexhausted.

b. ThePermittee oranyparent, subsidiary, orotheraffiliate ofthePermittee haspreviously abandonedawastewater treatment facility without properly closing thefacility.

c. ThePermittee oranyparent, subsidiary, orotheraffiliate ofthePermittee hasnotpaidacivilpenalty, andallappeals ofthispenalty havebeen abandoned orexhausted.

d. ThePermittee oranyparent, subsidiary, orotheraffiliate ofthePermittee iscurrently notcompliantwithanycompliance schedule inapermit, settlement agreement, ororder.

e. ThePermittee oranyparent, subsidiary, orotheraffiliate ofthePermittee hasnotpaidanannualfee.

15ANCAC 02T .0120(b), 02T .0120(d)\]

10. Thispermit shallnotberenewed ifthePermittee oranyaffiliation hasnotpaidtherequired annual fee. 15ANCAC 02T .0120(c)\]

thPermit issued this the4dayofAugust 2021

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

S. Daniel Smith, DirectorDivision ofWater ResourcesByAuthority oftheEnvironmental Management Commission

Permit Number WQ0014306


Permit No. WQ0014306 Reclaimed Water Generation, Dedicated Utilization, andHigh-RateInfiltration System

Sandler Utilities atMillRun, L.L.C. August 4, 2021Eagle Creek WWTP Currituck County

ENGINEERING CERTIFICATION

Partial Final

I, , asaduly licensed North Carolina ProfessionalEngineer, having periodically / fullyobserved theconstruction ofthepermitted facilities, doherebystate tothebestofmyabilities that thefacility wasconstructed incompliance withG.S. 143-215.1, Administrative CodeTitle15ASubchapter 02U, thispermit, and theDivision-approved plans andspecifications.

Documentation ofanyvariation tothispermit, andtheDivision-approved plans andspecifications, isintheattached as-builtdrawings.

Description ofvariations:

FirmName FirmNo.

Address

City State ZipCode

Telephone Email Seal, Signature, andDate

THECOMPLETED ENGINEERING CERTIFICATION, INCLUDING ALLSUPPORTINGDOCUMENTATION, SHALL BESENT TOTHEFOLLOWING ADDRESS:

NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITYDIVISION OFWATER RESOURCES

NON-DISCHARGE BRANCH

ByU.S. Postal Service ByCourier/Special Delivery1617MAIL SERVICE CENTER 512N. SALISBURY ST.

RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604


THISPAGEBLANK

25.0 of

1

PageGrabGrabTypeVersion: Sample RecorderRecorderCompositeCompositeCompositeCompositeCompositeCompositeCompositeCompositeCompositeComposite

system

222

infiltration14306 rate

5xWeek3xYear3xYear 3xYear2xMonth2 xMonth2 xMonth2 xMonth2 xMonth2 xMonth2 xMonth2 xMonthFrequency ContinuousContinuousMONITORING REQUIREMENTSMeasurement highWQ00

615251010

DailyMaximumPermit Number:

DailyMinimum

diversion tothereclaimed water system orthe

14Monthly

Geometric MeanEFFLUENT LIMITS Attachment A

4510175,000AverageMonthly

1

suGPD NTUmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/LUnitsofMeasure 100mL

inMarch, July, andNovember.

180ºCFCBroth, 44.5ºC asN)

beconductedLIMITATIONS AND MONITORING REQUIREMENTS

Parameter DescriptionDay (20ºC)TotalOrganic (TOC)

Reclaimed Water Generation System EffluentBOD, 5Carbon, Chloride (asCl)Coliform, FecalMF, MFlow, inConduit orthruTreatment PlantNitrogen, AmmoniaTotal (asN)Nitrogen, Kjeldahl, Total (asN)Nitrogen, Nitrate Total Nitrogen, Total (asN)pHPhosphorus, Total (asP)Solids, TotalDissolvedSolids, TotalSuspendedTurbidity, HCH TurbidimeterEFFLUENT CHARACTERISTICS Yearsampling shall

x001 Reported data forPPI001andPPI002maybe obtainedfrom thesame sampling locationprior toflow3PCSCode0031000680009403161650050006100062500620006000040000665703000053000076ATTACHMENT APPI 1.2. WQ0014306 Version 5.0

2of2

PageGrabGrabTypeVersion: 5.0 Sample RecorderCompositeCompositeCompositeCompositeCompositeCompositeCompositeCompositeCompositeComposite

system

222

infiltration

rateMonthlyMonthlyMonthlyMonthlyMonthlyMonthlyMonthlyMonthly5xWeek3xYear3xYear 3xYearFrequency ContinuousMONITORING REQUIREMENTSMeasurement highWQ0014306

dwater system ortheDailyMaximumPermit Number:

DailyMinimum

200Monthly

Geometric MeanEFFLUENT LIMITS Attachment A

4153090,000AverageMonthly

1

suGPDmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/Lmg/LUnitsofMeasure 100mL

inMarch, July, andNovember. Rate Infiltration Basin

180ºCFCBroth, 44.5ºC

beconductedLIMITATIONS AND MONITORING REQUIREMENTS

Parameter DescriptionDay (20ºC)

Effluent totheHighBOD, 5Carbon, Total Organic (TOC)Chloride (asCl)Coliform, FecalMF, MFlow, inConduit orthruTreatment PlantNitrogen, AmmoniaTotal (asN)Nitrogen, Kjeldahl, Total (asN)Nitrogen,Nitrate Total (asN)Nitrogen, Total (asN)pHPhosphorus, Total (asP)Solids, TotalDissolvedSolids, TotalSuspendedEFFLUENT CHARACTERISTICS Yearsampling shall

x002 Reported dataforPPI001andPPI002maybeobtained fromthesamesampling location prior toflowdiversion tothereclaime3PCSCode00310006800094031616500500061000625006200060000400006657030000530ATTACHMENT APPI 1.2. WQ0014306 Version 5.0

15.0 of

1GPDUnitsUnitsinchesinchesinchesinchesPage

andassigned toVersion: 31.231.231.231.2Max 808Yearly

776 90,000S Yearly MaxHourly Rate0.10.10.10.1GRate PHourly

14306 1640

WQ00Application Rate

APPLICATION LIMITATIONSAPPLICATION LIMITATIONS7554

ParameterParameterSDischarge Application RateDischargeDischarge Application RateDischarge Application RateDischarge Application Rate

PGNonNonNonNonNonounty Register ofDeeds (DBPermit Number: 1642

01284 01284 0128401284 01284DB

FearLoamDominantDominantSoilSeriesSoil Series

CapeFear LoamCape FearLoamCape FearLoamCape

Net Net 4.0012.0065.0021.0014.25112.25AcreageAcreage Attachment B

76.16645676.169478°76.166941°76.167550° 76.168937° LongitudeLongitude

recorded intheCurrituck County Register ofDeeds

LAND APPLICATION SITESLatitudeLatitude36.49253336.493915°36.491936°36.493959° 36.488906°

CountyCountyCurrituckCurrituckCurrituckCurrituckCurrituckEagle Creek WWTPassignment agreementDEDICATEDC

LIRRIGATION AREA INFORMATION INFILTRATION AREA INFORMATION

CLAPPROVEDLOwnerOwner 5.0Developments, LLC

Paasch Paasch Developments, LLCPaasch Developments, LLCPaasch Developments, LLC VersionSandler Utilities atMillRun,

14306Irrigationofreclaimed waterontothegolfcourse siteshasbeengranted intheutilityeasement recorded intheCurrituck CSandlerUtilities atMillRun, LLCinthe1

TeesFieldFieldRange TotalsGreensDrivingFairwaysATTACHMENT BSandler Utilities atMillRun, L 1. WQ00

THISPAGEBLANK

15.0 of

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Page41111111, 1, 2Version: 1, 2, 3Footnotes

g. Themeasurement of

14306

onitoring well. Themeasuring points (topofGrabGrabGrabGrabGrabGrabGrabGrabCalculatedSample Type

sampling andanalysis asdescribed above.

MONITORING REQUIREMENTS beconducted toidentify theindividual constituents comprising

headditionalPermit Number: WQ00Measurement

3xYear3xYear3xYear3 xYear3xYear3 xYear3xYear3xYear3 xYearandthisattachment1

Frequency

su feetmg/Lmg/Lmg/Lmg/Lmg/Lmg/L100mL

Attachment C

DailyMaximum8.55 101.5250500 ebackground monitor wellexceeds 10mg/L, thisconcentration willbetaken torepresent thenaturally occurring TOC6.5

GROUNDWATER STANDARDS

4, andMW

MONITORING AND LIMITATIONS prior topurging thewells. Thedepth towater ineachwellshallbemeasured fromthesurveyed pointonthetopofthecasin3, MW

MW2 180ºCFCBroth, 44.5ºC

MWofwellcasing) ofallmonitoring wellsshallbesurveyed toprovide therelative elevation ofthemeasuring point foreachm1,

Parameter DescriptionGROUNDWATERMW 5.0

Carbon, Tot Organic (TOC)Chloride (asCl)Coliform, FecalMF, MNitrogen, Ammonia Total (asN)Nitrogen, Nitrate Total (asN)pHPhosphorus, Total (asP)Solids, TotalDissolvedWater Level,Distance frommeasuring point Versionconcentrations greater than10mg/Laredetected inanydowngradient monitoring well, additional sampling andanalysis shallGROUNDWATER CHARACTERISTICS

1430603xYearmonitoring shall beconducted inMarch, July, andNovember; Annualmonitoring shall beconducted inNovember.Themeasurement ofwater levels shallbemade pHshallbemadeafterpurging andprior tosampling fortheremaining parameters.Themeasuring points ( topcasing) of allmonitoring wellsshall besurveyed relativeto acommon datum.IfTOCthis TOCconcentration. IftheTOC concentration asmeasured inthconcentration. Anyexceedances ofthisnaturally occurring TOCconcentration inthedowngradient wellsshallbesubject totMonitoring wellsshallbereported consistent withthenomenclature andlocation information provided inFigure006800094031616006100062000400006657030082546PCSCode

ATTACHMENT CMonitoring Wells: 1.2.3.4. 5. WQ0

Applicant/ Permittee: Sanlder at Mill Run, LL

Address: 287 Greenview Rd

City: oyock ..,..W.....................

State

Permit No.: WQ0014306

Parcel No.: 0016000001 A0000

NC Zip Code: _ 27958 County: Currituck

NORTH CAROLINAT , COUNTY

8) RjWr N „ "aNotary

Public for1-tcq`,,. County, North Carolina, do hereby

certify that ' Uf, - personally appeared before me this day and acknowledged

the due execution of the foregoing instrument. Witness my

hand and official seal, this the Z2 day of '° . ra SEALWilliam

BrumseY,

IV Signature of Notary Public NOTARY PUBLICCurrituck CountyMy commission expiresm North Carolina 2025

My CommissionExpires

June 25 Oncenotarized, this

form shall be recorded at the Register of Deeds in the county or counties in which the describedproperties are located. A copy of the recorded waiver shall be sent to the following address: Divisionof Water

Resources Non -Discharge Branch

1617 Mail Service

Center Raleigh, North Carolina

27699- 1617 FORM: NDWSW 03-

17 Page 2 of 2

Michael Myers Currituck Water & Sewer, LLC

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