B08_22R0022_At10_ADEQ_Aquifer_Protection_Permit.pdf

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La Posa Lagoon GAOA Federal contract opportunity
Solicitation number
140L0622R0022
Issued by
Department of the Interior Bureau of Land Management National Office

About this file

This document is an Aquifer Protection Permit issued by the Arizona Department of Environmental Quality to the Bureau of Land Management. The permit authorizes the operation of an evaporation lagoon wastewater treatment system at the La Posa Long Term Visitor Area in Quartzite, Arizona. The treatment system will include a manual bar screen, two septic tanks, an aerated primary lagoon cell, and a secondary anaerobic lagoon cell. The system is designed to treat an average flow of 36,100 gallons per day of wastewater from a new recreational vehicle dump station. The permit outlines monitoring, reporting, operational, and closure requirements for the facility. It establishes alert levels and requires corrective action if levels are exceeded. The permittee must submit various completion documents and a discharge characterization sampling report within specified timeframes.

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PERMIT NO. P-513278

STATE OF ARIZONA

AQUIFER PROTECTION PERMIT NO. P-513278

PLACE ID 118058, LTF 86122

NEW INDIVIDUAL APP

AUTHORIZATION

In compliance with the provisions of Arizona Revised Statutes (A.R.S.) Title 49, Chapter 2, Articles 1, 2, and 3, Arizona Administrative Code (A.A.C.) Title 18, Chapter 9, Articles 1 and 2, A.A.C. Title 18, Chapter 11, Article 4 and amendments thereto, and the conditions set forth in this permit, the Arizona Department of Environmental Quality (ADEQ) hereby authorizes the Bureau of Land Management to operate the La Posa Tyson Wash Long Term Visitor Area (LTVA) Wastewater Lagoon located in Quartzsite, AZ, La Paz County, over the groundwater of the Parker Groundwater Basin , in Township 3N, Range 19W, Section 4, Gila and Salt River Baseline and Meridian.

This permit becomes effective on the date of the Water Quality Division Director’s signature and shall be valid for the life of the facility (operational, closure, and post-closure periods) unless suspended or revoked pursuant to A.A.C.

R18-9-A213. The permittee shall construct, operate and maintain the permitted facilities:

1. Following all the conditions of this permit including the design and operational information documented or referenced below, and

2. Such that Aquifer Water Quality Standards (AWQS) are not violated at the applicable point(s) of compliance (POC) set forth below or if an AWQS for a pollutant has been exceeded in an aquifer at the time of permit issuance, that no additional degradation of the aquifer relative to that pollutant and as determined at the applicable POC occurs as a result of the discharge from the facility.

1.1. PERMITTEE INFORMATION

Facility Name: La Posa Long Term Visitor Area Facility Address: 2.6 south on Old Yuma Road from US-95 and Interstate 10

Quartzite, Arizona

County: La Paz

Permitted Flow Rate: Maximum of 200,000 gallons per day

Permittee: Bureau of Land Management Permittee Address: 7341 E 30th Street, Suite A

Yuma, Arizona 85365

Facility Contact: Arturo Lopez Emergency Phone No.: 928-317-3200

Latitude/Longitude: 33° 39' 5.94" N / 114° 13' 0.84" W Legal Description: Township 3N, Range 19W, Section 4, Gila and Salt River Baseline and

Meridian.

1.2. AUTHORIZING SIGNATURE

Randall Matas, Deputy Director

Water Quality Division

Arizona Department of Environmental Quality

Signed this _______ day of _________________, 20_____ 21November3rd https://azadoagov.na1.echosign.com/verifier?tx=CBJCHBCAABAAZmpMWJMiqFOmKHiwxBW2FPcdVsJTI5Vx

TABLE OF CONTENTS

1.0 AUTHORIZATION

1.1. PERMITTEE INFORMATION

1.2. AUTHORIZING SIGNATURE

2.0 SPECIFIC CONDITIONS

2.1. FACILITY / SITE DESCRIPTION

2.1.1. Annual Registration Fee

2.1.2. Financial Capability

2.2. BEST AVAILABLE DEMONSTRATED CONTROL TECHNOLOGY (BADCT)

2.2.1. Engineering Design

2.2.2. Site-Specific Characteristics

2.2.3. Pre-Operational Requirements

2.2.4. Operational Requirements

2.2.5. Reclaimed Water Classification

2.2.6. Certified Areawide Water Quality Management Plan Conformance

2.3. DISCHARGE LIMITATIONS

2.4. POINT OF COMPLIANCE (POC)

2.5. MONITORING REQUIREMENTS

2.5.1. Pre-Operational Monitoring

2.5.2. Routine Discharge Monitoring

2.5.3. Reclaimed Water Monitoring

2.5.4. Facility / Operational Monitoring

2.5.5. Groundwater Monitoring And Sampling Protocols

2.5.6. Surface Water Monitoring And Sampling Protocols

2.5.7. Analytical Methodology

2.5.8. Installation and Maintenance of Monitoring Equipment

2.6. CONTINGENCY PLAN REQUIREMENTS

2.6.1. General Contingency Plan Requirements

2.6.2. Exceeding of Alert Levels and Performance Levels

2.6.2.1. Exceeding Of Performance Levels Set For Operational Conditions

2.6.2.2. Exceeding of Alert Levels (ALs) Set for Discharge Monitoring

2.6.3. Aquifer Quality Limit Exceedances

2.6.4. Emergency Response and Contingency Requirements for Unauthorized Discharges

2.6.4.1. Duty To Respond

2.6.4.2. Discharge of Hazardous Substances or Toxic Pollutants

2.6.4.3. Discharge of Non-Hazardous Materials

2.6.4.4. Reporting Requirements

2.6.5. Corrective Actions

2.7. REPORTING AND RECORDKEEPING REQUIREMENTS

2.7.1. Self-Monitoring Report Form

2.7.2. Operation Inspection / Log Book Recordkeeping

2.7.3. Permit Violation and Alert Level Status Reporting

2.7.4. Operational, Other or Miscellaneous Reporting

2.7.5. Reporting Location

2.7.6. Reporting Deadline

2.7.7. Changes To Facility Information In Section 1.0

2.8. TEMPORARY CESSATION

2.9. CLOSURE

2.9.1. Closure Plan

2.9.2. Closure Completion

2.10. POST-CLOSURE

2.10.1. Post-Closure Plan

2.10.2. Post-Closure Completion

3.0 COMPLIANCE SCHEDULE

4.0 TABLES OF MONITORING REQUIREMENTS

4.1. PRE-OPERATIONAL MONITORING (OR CONSTRUCTION REQUIREMENTS)

4.2. COMPLIANCE OR OPERATIONAL MONITORING

5.0 REFERENCES AND PERTINENT INFORMATION

6.0 NOTIFICATION PROVISIONS

6.1. ANNUAL REGISTRATION FEES

6.2. DUTY TO COMPLY

6.3. DUTY TO PROVIDE INFORMATION

6.4. COMPLIANCE WITH AQUIFER WATER QUALITY STANDARDS

6.5. TECHNICAL AND FINANCIAL CAPABILITY

6.6. REPORTING OF BANKRUPTCY OR ENVIRONMENTAL ENFORCEMENT

6.7. MONITORING AND RECORDS

6.8. INSPECTION AND ENTRY

6.9. DUTY TO MODIFY

6.10. PERMIT ACTION: AMENDMENT, TRANSFER, SUSPENSION, AND REVOCATION

7.0 ADDITIONAL PERMIT CONDITIONS

7.1. OTHER INFORMATION

7.2. SEVERABILITY

7.3. PERMIT TRANSFER

TABLE OF TABLES

TABLE 1: DISCHARGING FACILITIES

TABLE 2: POINT(S) OF COMPLIANCE

TABLE 3: QUARTERLY REPORTING DEADLINES

TABLE 4: (SEMI-)ANNUAL REPORTING DEADLINES

TABLE 5: COMPLIANCE SCHEDULE ITEMS

TABLE 6: INFLUENT AND EFFLUENT CHARACTERIZATION MONITORING

TABLE 7: FACILITY INSPECTION AND OPERATIONAL MONITORING

2.0 SPECIFIC CONDITIONS

[A.R.S. §§ 49-203(4), 49-241(A)]

2.1. FACILITY / SITE DESCRIPTION

[A.R.S. § 49-243(K)(8)]

The La Posa Long Term Visitor Area (LTVA) is an 11,400-acre campground and land-management area located approximately 2 miles south of Quartzite, AZ. The LTVA is managed by the Bureau of Land Management (BLM) through the Yuma Field Office. The wastewater evaporation lagoon will collect wastewater from a new dump station for recreational vehicles. Wastewater from the RV dump station will be discharged to the wastewater lagoons for treatment and evaporation to the atmosphere. The lagoons will replace the current dump station, septic tank, and leach field wastewater system, which will be closed once the new facilities are completed. The Wastewater Lagoon is part of an overall infrastructure upgrade to the LTVA which also includes a new well and water distribution system.

The proposed lagoon treatment system will have an annual average capacity of 36,100 gallons per day (gpd) and will consist of a manual bar screen, two septic tanks in series, a lagoon with a partially aerated cell, and secondary cell. Inflow rates will vary throughout the season with an estimated annual average influent flow rate of 36,100 gpd. The majority of inflow (60, 500 gpd) occurs between September and April that peaks to 200,000 gpd in January. The primary lagoon and secondary lagoon cells both have 5 MG (662,000 cubic feet [cf]) of storage, for a maximum total storage volume of 10 MG.

From the dump station, the wastewater will flow by gravity to the manual screen in a concrete box below grade.

The manual screen will be approximately 10 feet from the nearest dump station inlet pipe, minimizing the pipe length to be flushed if clogged. The bar screen will have 0.75-inch bars spaced with 1.25-inches of clear space and perpendicular to the floor to remove rags and large solids. The screen will be raked manually. A 7-feet by 5-feet concrete drain pad next to the screen box will allow the screenings to drain liquid back into the screen box and dry before offsite disposal.

After the manual screen, there will be two 5,000-gallon septic tanks in series. The tanks will have internal baffles to collect fats, oils, and grease at the surface and solids at the bottom. The wastewater will be allowed to emulsify to prevent clogs in the conveyance lines. The tanks will be spaced approximately 10 feet apart. From the septic tanks, the wastewater will flow by gravity to the aerated lagoon cell. The aerated lagoon cell will have a volume of approximately 5 million gallons (MG).

Two positive displacement blowers (one duty, one standby) will supply air to the lagoon to provide mixing and to facilitate aerobic treatment of the waste. The blowers will be 10 horsepower (hp) each and will be fully redundant. The air will be diffused by fine-bubble diffusers to allow efficient air transfer in the aerated lagoon.

The diffusers will be made of PTFE for dissolved solids resistance. The diffuser modules will rest on the pond floor by cloth-lined concrete ballast weights.

The aerated lagoon cell effluent will overflow to the secondary lagoon cell through an intercell control structure.

The secondary lagoon cell will have a volume of approximately 5 MG. The wastewater will be impounded in the secondary cell as it undergoes anaerobic treatment, solids settlement, and eventually evaporates to the atmosphere.

No startup plan is required for this facility. Permittee shall collect 1 sample of the RV dump and one sample from the discharge to the pond and test for the constituents on Table 6: . No industrial waste or other non-residential waste is allowed into the treatment system.

The site includes the following permitted discharging facilities:

Table 1: DISCHARGING FACILITIES Facility Status Latitude Longitude

Evaporation Lagoon To be constructed 33° 38' 2.53" N 114° 13' 42.65" W Leach Field To be closed 33° 36' 50.31" N 114° 12' 17.80" W

2.1.1. Annual Registration Fee

[A.R.S. § 49-242 and A.A.C. R18-14-104]

The annual registration fee for this permit is payable to ADEQ each year. The annual registration fee flow rate is established by the permitted flow rate identified in Section 1.1. If the facility is not constructed or is incapable of discharge, the permittee may be eligible for reduced fees pursuant to A.A.C. R18-14-104(A), Table 2. Send all correspondence requesting reduced fees to the Groundwater Protection Value Stream.

Please reference the permit number, LTF number, and the reason for requesting reduced fees under this rule.

2.1.2. Financial Capability

[A.R.S. § 49-243(N) and A.A.C. R18-9-A203 ]

The permittee has demonstrated financial capability under A.R.S. § 49-243(N) and A.A.C. R18-9-A203. The estimated dollar amount for facility closure is $480,000. The financial capability was demonstrated through A.A.C. R18-9-A203(B)(2).

2.2. BEST AVAILABLE DEMONSTRATED CONTROL TECHNOLOGY (BADCT)

[A.R.S. § 49-243(B) and A.A.C. R18-9-A202(A)(5)]

The treatment facility shall be designed, constructed, operated, and maintained to meet the treatment performance criteria for new facilities as specified in A.A.C. R18-9-B204.

The treatment facility components have been designed so there is 0 gallons per day per acre leak within the treatment works.

2.2.1. Engineering Design

The wastewater treatment plant (WWTP) was designed as per the design report prepared and stamped, dated, and signed (sealed) by James Dale Hayson, P.E. (Professional Engineer), Short Elliot Hendrickson, Inc., dated March 4, 2020.

2.2.2. Site-Specific Characteristics

Site specific characteristics were not used to determine BADCT.

2.2.3. Pre-Operational Requirements

Prior to initiating use of the wastewater lagoon, manual screen, and septic tanks, the permittee shall submit a signed, dated, and sealed Engineer’s Certificate of Completion in a format approved by the Department per the compliance schedule in Section 3.0. The certificate shall be submitted to the Groundwater Protection Value Stream.

2.2.4. Operational Requirements

1. The permittee shall maintain a copy of the up-to-date operations and maintenance manual at the treatment facility site at all times; the manual shall be available upon request during inspections by ADEQ personnel.

2. The pollution control structures shall be inspected for the items listed in Section 4.2, Table 7:

FACILITY INSPECTION AND OPERATIONAL MONITORING

2.2.5. Reclaimed Water Classification

[A.A.C. R18-9-B701(C)(2)(a), A.A.C. R18-11-303 through 307]

Not applicable.

2.2.6. Certified Areawide Water Quality Management Plan Conformance [A.A.C. R18-9-A201(B)(6)(a)]

Facility operations must conform to the approved Certified Areawide Water Quality Management Plan according to the 208 consistency determination in place at the time of permit issuance.

2.3. DISCHARGE LIMITATIONS

[A.R.S. §§ 49-201(14), 49-243 and A.A.C. R18-9-A205(B)]

1. The permittee is authorized to operate the treatment facility with a maximum average monthly flow of 200,000 gpd.

2. The permittee shall notify all users that the materials authorized to be disposed of through the treatment facility are typical household sewage and pre-treated commercial wastewater and shall not include motor oil, gasoline, paints, varnishes, hazardous wastes, solvents, pesticides, fertilizers or other materials not generally associated with toilet flushing, food preparation, laundry facilities and personal hygiene.

3. The permittee shall operate and maintain all permitted facilities to prevent unauthorized discharges pursuant to A.R.S. § 49-201(12) resulting from failure or bypassing of applicable BADCT.

4. Specific discharge limitations are not required.

2.4. POINT OF COMPLIANCE (POC)

[A.R.S. § 49-244]

The Points of Compliance (POCs) have been established at the following locations:

Table 2: POINT(S) OF COMPLIANCE

POC # POC Location Latitude (North)

Longitude (West)

(Conceptual) Northern Corner of PMA 33° 38' 13.8" N 114° 13' 38.5" W

Groundwater monitoring is required at the point of compliance wells. POC #1 well is a conceptual well, monitoring is not required except as a contingency action. The director may require an amendment of this permit to install a monitoring well if there is cause or concern that groundwater quality may be impacted at the POC.

The Director may amend this permit to designate additional points of compliance if information on groundwater gradients or groundwater usage indicates the need.

2.5. MONITORING REQUIREMENTS

[A.R.S. § 49-243(K)(1), A.A.C. R18-9-A206(A)]

Unless otherwise specified in this permit, all monitoring required in this permit shall continue for the duration of the permit, regardless of the status of the facility. Unless otherwise provided, monitoring shall commence the first full monitoring period following permit issuance. All sampling, preservation and holding times shall be in accordance with currently accepted standards of professional practice. Trip blanks, equipment blanks and duplicate samples shall also be obtained, and Chain-of-Custody procedures shall be followed, in accordance with currently accepted standards of professional practice. Copies of laboratory analyses and Chain-of-Custody forms shall be maintained at the permitted facility. Upon request, these documents shall be made immediately available for review by ADEQ personnel.

2.5.1. Pre-Operational Monitoring

Not applicable.

2.5.2. Routine Discharge Monitoring

No discharge monitoring is required under this permit. One time discharge characterization of the RV dump station influent and the evaporation pond shall be done within 90 days of putting the facilities into operation according to Section 4.2, Table 6: .

2.5.3. Reclaimed Water Monitoring

Not applicable

2.5.4. Facility / Operational Monitoring

Operational monitoring inspections shall be conducted according to Section 4.2, Table 7: FACILITY

INSPECTION AND OPERATIONAL MONITORING.

If any damage of the pollution control structures is identified during inspection, proper repair procedures shall be performed. All repair procedures and materials used shall be documented in the facility log book as per Section 2.7.2 and reported to ADEQ in case of a violation or exceedance as per Section 2.7.3.

2.5.5. Groundwater Monitoring And Sampling Protocols

Not applicable.

2.5.6. Surface Water Monitoring And Sampling Protocols

Routine surface water monitoring is not required under the terms of this permit.

2.5.7. Analytical Methodology

All samples collected for compliance monitoring shall be analyzed using Arizona state-approved methods.

If no state-approved method exists, then any appropriate EPA-approved method shall be used. Regardless of the method used, the detection limits must be sufficient to determine compliance with the regulatory limits of the parameters specified in this permit. If all methods have detection limits higher than the applicable limit, the permittee shall follow the applicable contingency requirements of Section 2.6 and may propose “other actions” including amending the permit to set higher limits. Analyses shall be performed by a laboratory licensed by the Arizona Department of Health Services, Office of Laboratory Licensure and Certification unless exempted under A.R.S. 36-495.02. For results to be considered valid, all analytical work shall meet quality control standards specified in the approved methods. A list of state-certified laboratories in Arizona can be obtained at the address below:

Arizona Department of Health Services Office of Laboratory Licensure and Certification

250 North 17th Avenue Phoenix, Arizona 85007 Phone: (602) 364-0720

2.5.8. Installation and Maintenance of Monitoring Equipment

Monitoring equipment required by this permit shall be installed and maintained so that representative samples required by the permit can be collected. If new groundwater wells are determined to be necessary, the construction details shall be submitted to the Groundwater Protection Value Stream for approval prior to installation and the permit shall be amended to include any new monitoring points.

2.6. CONTINGENCY PLAN REQUIREMENTS

[A.R.S. § 49-243(K)(3), (K)(7) and A.A.C. R18-9-A204 and R18-9-A205]

2.6.1. General Contingency Plan Requirements

At least one copy of this permit and the approved contingency and emergency response plan submitted in the application Design Report (refer to Section 10) shall be maintained at the location where day-to-day decisions regarding the operation of the facility are made. The permittee shall be aware of and follow the contingency and emergency plans.

Any AL exceedance, or violation of an AQL, DL, or other permit condition shall be reported to ADEQ following the reporting requirements in Section 2.7.3, unless more specific reporting requirements are set forth in Section 0 through 2.6.5.

Some contingency actions involve verification sampling. Verification sampling shall consist of the first follow-up sample collected from a location that previously indicated a violation or the exceedance of an AL.

Collection and analysis of the verification sample shall use the same protocols and test methods to analyze for the pollutant or pollutants that exceeded an AL or violated an AQL or DL. Where verification sampling is specified in this permit, it is the option of the permittee to perform such sampling. If verification sampling is not conducted within the timeframe allotted, ADEQ and the permittee shall presume the initial sampling result to be confirmed as if verification sampling had been conducted. The permittee is responsible for compliance with contingency plans relating to the exceedance of an AL or violation of a DL, AQL or any other permit condition. The permittee is subject to enforcement action for the failure to comply with any contingency actions in this permit.

2.6.2. Exceeding of Alert Levels and Performance Levels

2.6.2.1. Exceeding Of Performance Levels Set For Operational Conditions

For freeboard alert levels, the permittee shall comply with the requirements as specified in Section 4.2, Table 7: FACILITY INSPECTION AND OPERATIONAL MONITORING to prevent the overtopping of an impoundment or sludge drying bed. If an impoundment or sludge drying bed is overtopped, the permittee shall follow the requirements in Section 2.6.5.3 and the reporting requirements of Section 2.7.3.

If an alert level set in Section 4.2, Table 7: FACILITY INSPECTION AND OPERATIONAL MONITORING has been exceeded the permittee shall:

1. Notify the Groundwater Protection Value Stream within five (5) days of becoming aware of the exceedance.

2. Submit a written report to the Groundwater Protection Value Stream within 30 days after becoming aware of the exceedance. The report shall document all of the following:

a. A description of the exceedance and the cause of the exceedance;

b. The period of the exceedance, including exact date(s) and time(s), if known, and the anticipated time period during which the exceedance is expected to continue;

c. Any action taken or planned to mitigate the effects of the exceedance or spill, or to eliminate or prevent recurrence of the exceedance or spill;

d. Any monitoring activity or other information which indicates that any pollutants would be reasonably expected to cause a violation of an AWQS; and

e. Any malfunction or failure of pollution control devices or other equipment or process.

3. The facility is no longer on alert status once the operational indicator no longer indicates that a performance level is being exceeded. The permittee shall, however, complete all tasks necessary to return the facility to its pre-alert operating condition.

2.6.2.2. Exceeding of Alert Levels (ALs) Set for Discharge Monitoring

2.6.3. Not applicable - discharge monitoring is not required under this permit.

2.6.4. Aquifer Quality Limit Exceedances

Not applicable - groundwater monitoring is not required under this permit.

2.6.5. Emergency Response and Contingency Requirements for Unauthorized Discharges

[A.R.S. § 49-201(12) AND PURSUANT TO A.R.S. § 49-241]

2.6.5.1. Duty To Respond

The permittee shall act immediately to correct any condition resulting from a discharge pursuant to A.R.S. § 49-201(12) if that condition could pose an imminent and substantial endangerment to public health or the environment.

2.6.5.2. Discharge of Hazardous Substances or Toxic Pollutants

In the event of any unauthorized discharge pursuant to A.R.S. § 49-201(12) of suspected hazardous substances (A.R.S. § 49-201(19)) or toxic pollutants (A.R.S. § 49-243(I)) on the facility site, the permittee shall promptly isolate the area and attempt to identify the discharged material. The permittee shall record information, including name, nature of exposure and follow-up medical treatment, if necessary, on persons who may have been exposed during the incident. The permittee shall notify the Groundwater Protection Value Stream within 24 hours of discovering the discharge of hazardous material which (a) has the potential to cause an AWQS or AQL exceedance, or (b) could pose an endangerment to public health or the environment.

2.6.5.3. Discharge of Non-Hazardous Materials

In the event of any unauthorized discharge pursuant to A.R.S. § 49-201(12) of non-hazardous materials from the facility, the permittee shall promptly attempt to cease the discharge and isolate the discharged material. Discharged material shall be removed and the site cleaned up as soon as possible. The permittee shall notify the Groundwater Protection Value Stream within 24 hours of discovering the discharge of non-hazardous material which has the potential to cause an AQL exceedance, or could pose an endangerment to public health or the environment.

2.6.5.4. Reporting Requirements

The permittee shall submit a written report for any unauthorized discharges reported under Sections

2.6.5.2 and 2.6.5.3 to the Groundwater Protection Value Stream within 30 days of the discharge or as required by subsequent ADEQ action. The report shall summarize the event, including any human exposure, and facility response activities and include all information specified in Section 2.7.3. If a notice is issued by ADEQ subsequent to the discharge notification, any additional information requested in the notice shall also be submitted within the time frame specified in the notice. Upon review of the submitted report, ADEQ may require additional monitoring or corrective actions.

2.6.6. Corrective Actions

Specific contingency measures identified in Section 2.6 have already been approved by ADEQ and do not require written approval to implement.

With the exception of emergency response actions taken under Section 2.6.5, the permittee shall obtain written approval from the Groundwater Protection Value Stream prior to implementing a corrective action to accomplish any of the following goals in response to exceedance of an AL, AQL, DL, or other permit condition:

1. Control of the source of an unauthorized discharge;

2. Soil cleanup;

3. Cleanup of affected surface waters;

4. Cleanup of affected parts of the aquifer;

5. Mitigation to limit the impact of pollutants on existing uses of the aquifer.

Within 30 days of completion of any corrective action, the operator shall submit to the Groundwater Protection Value Stream, a written report describing the causes, impacts, and actions taken to resolve the problem.

2.7. REPORTING AND RECORDKEEPING REQUIREMENTS

[A.R.S. § 49-243(K)(2) and A.A.C. R18-9-A206(B) and R18-9-A207]

2.7.1. Self-Monitoring Report Form

1. The permittee shall complete the Self-Monitoring Reporting Forms (SMRFs) provided by ADEQ, and submit the completed report through the myDEQ online reporting system. The permittee shall use the format devised by ADEQ.

2. The permittee shall complete the SMRF to the extent that the information reported may be entered on the form. If no information is required during a reporting period, the permittee shall enter “not required” on the form, include an explanation, and submit the form to the Groundwater Protection Value Stream.

3. The tables contained in Section 4.0 list the monitoring parameters and the frequencies for reporting results on the SMRF:

a. Table 6: .

The parameters listed in the above-identified tables from Section 4.0 are the only parameters for which SMRF reporting is required.

2.7.2. Operation Inspection / Log Book Recordkeeping

A signed copy of this permit shall be maintained at all times at the location where day-to-day decisions regarding the operation of the facility are made. A log book (paper copies, forms, or electronic data) of the inspections and measurements required by this permit shall be maintained at the location where day-to-day decisions are made regarding the operation of the facility. The log book shall be retained for ten years from the date of each inspection, and upon request, the permit and the log book shall be made immediately available for review by ADEQ personnel. The information in the log book shall include, but not be limited to, the following information as applicable:

1. Name of inspector;

2. Date and shift inspection was conducted;

3. Condition of applicable facility components;

4. Any damage or malfunction, and the date and time any repairs were performed;

5. Documentation of sampling date and time; and

6. Any other information required by this permit to be entered in the log book.

7. Monitoring records for each measurement shall comply with A.A.C. R18-9-A206(B)(2).

2.7.3. Permit Violation and Alert Level Status Reporting

1. The permittee shall notify the Groundwater Protection Value Stream within five (5) days (except as provided in Section 2.6.5) of becoming aware of an AL exceedance, or violation of any permit condition, AQL, or DL for which notification requirements are not specified in Sections 0 through 2.6.5.

2. The permittee shall submit a written report to the Groundwater Protection Value Stream within 30 days of becoming aware of the violation of any permit condition, AQL, or DL. The report shall document all of the following:

a. Identification and description of the permit condition for which there has been a violation and a description of the cause;

b. The period of violation including exact date(s) and time(s), if known, and the anticipated time period during which the violation is expected to continue;

c. Any corrective action taken or planned to mitigate the effects of the violation, or to eliminate or prevent a recurrence of the violation;

d. Any monitoring activity or other information which indicates that any pollutants would be reasonably expected to cause a violation of an AWQS;

e. Proposed changes to the monitoring which include changes in constituents or increased frequency of monitoring; and

f. Description of any malfunction or failure of pollution control devices or other equipment or processes.

2.7.4. Operational, Other or Miscellaneous Reporting

The permittee shall record the information as required in Section 4.2, Table 7: FACILITY INSPECTION AND OPERATIONAL MONITORING in the facility log book as per Section 2.7.2, and report to the Groundwater Protection Value Stream any violations or exceedances as per Section 2.7.3.

2.7.5. Reporting Location

All Self-Monitoring Report Forms (SMRFs) shall be submitted through the myDEQ portal accessible on the ADEQ website at: http://www.azdeq.gov/welcome-mydeq

All other documents required by this permit shall be mailed to:

The Arizona Department of Environmental Quality Groundwater Protection Value Stream

Mail Code 5415B-3 1110 West Washington Street

Phoenix, Arizona 85007 Phone (602) 771-4571 http://www.azdeq.gov/welcome-mydeq

2.7.6. Reporting Deadline

The following table lists the quarterly report due dates:

Table 3: QUARTERLY REPORTING DEADLINES Monitoring Conducted During Quarter: Quarterly Report Due By:

January-March April 30 April-June July 30

July-September October 30 October-December January 30

The following table lists the semi-annual and annual report due dates if applicable:

Table 4: (SEMI-)ANNUAL REPORTING DEADLINES Monitoring Conducted: Report Due By:

Semi-annual: January-June July 30 Semi-annual: July-December January 30 Annual: January-December January 30

2.7.7. Changes To Facility Information In Section 1.0

The Groundwater Protection Value Stream shall be notified within ten days of any change of facility information including Facility Name, Permittee Name, Mailing or Street Address, Facility Contact Person, or Emergency Telephone Number.

2.8. Temporary Cessation

[A.R.S. § 49-243(K)(8) and A.A.C. R18-9-A209(A)]

The permittee shall give written notice to the Groundwater Protection Value Stream before ceasing operation of the facility for a period of 60 days or greater. The permittee shall take the following measures upon temporary cessation:

1. If applicable, direct the wastewater flows from the facility to another state-approved wastewater treatment facility;

2. Correct the problem that caused the temporary cessation of the facility; and

3. Notify the Groundwater Protection Value Stream with a monthly facility status report describing the activities conducted on the treatment facility to correct the problem.

4. Submittal of Self-Monitoring Report Forms (SMRFs) is still required; report “temporary cessation” in the comment section.

At the time of notification the permittee shall submit for ADEQ approval a plan for maintenance of discharge control systems and for monitoring during the period of temporary cessation. Immediately following ADEQ approval, the permittee shall implement the approved plan. If necessary, ADEQ shall amend permit conditions to incorporate conditions to address temporary cessation. During the period of temporary cessation, the permittee shall provide written notice to the Groundwater Protection Value Stream of the operational status of the facility every three years. If the permittee intends to permanently cease operation of any facility, the permittee shall submit closure notification, as set forth in Section 2.9 below.

2.9. Closure

[A.R.S. §§ 49-243(K)(6), 49-252 and A.A.C. R18-9-A209(B)]

For a facility addressed under this permit, the permittee shall give written notice of closure to the Groundwater Protection Value Stream of the intent to cease operation without resuming activity for which the facility was designed or operated. Submittal of SMRFs is still required; report “closure in process” in the comment section.

2.9.1. Closure Plan

Within 90 days following notification of closure, the permittee shall submit for approval to the Groundwater Protection Value Stream, a closure plan which meets the requirements of A.R.S. § 49-252 and A.A.C. R18- 9-A209(B)(3).

If the closure plan achieves clean-closure immediately, ADEQ shall issue a letter of approval to the permittee.

If the closure plan contains a schedule for bringing the facility to a clean-closure configuration at a future date, ADEQ may incorporate any part of the schedule as an amendment to this permit.

2.9.2. Closure Completion

Upon completion of closure activities, the permittee shall give written notice to the Groundwater Protection Value Stream indicating that the approved closure plan has been implemented fully and providing supporting documentation to demonstrate that clean-closure has been achieved (soil sample results, verification sampling results, groundwater data, as applicable). If clean-closure has been achieved, ADEQ shall issue a letter of approval to the permittee at that time. If any of the following conditions apply, the permittee shall follow the terms of post-closure stated in this permit:

1. Clean-closure cannot be achieved at the time of closure notification or within one year thereafter under a diligent schedule of closure actions;

2. Further action is necessary to keep the facility in compliance with the AWQS at the applicable POC or, for any pollutant for which the AWQS was exceeded at the time this permit was issued, further action is necessary to prevent the facility from further degrading the aquifer at the applicable POC with respect to that pollutant;

3. Remedial, mitigative or corrective actions or controls are necessary to comply with A.R.S. § 49- 201(30) and Title 49, Chapter 2, Article 3;

4. Further action is necessary to meet property use restrictions.

5. SMRF submittals are still required until Clean Closure is issued.

2.10. Post-closure

[A.R.S. §§ 49-243(K)(6), 49-252 and A.A.C. R18-9 A209(C)]

Post-closure requirements shall be established based on a review of facility closure actions and will be subject to review and approval by the Groundwater Protection Value Stream.

In the event clean-closure cannot be achieved pursuant to A.R.S. § 49-252, the permittee shall submit for approval to the Groundwater Protection Value Stream a post-closure plan that addresses post-closure maintenance and monitoring actions at the facility. The post-closure plan shall meet all requirements of A.R.S. §§ 49-201(30) and 49-252 and A.A.C. R18-9-A209(C). Upon approval of the post-closure plan, this permit shall be amended or a new permit shall be issued to incorporate all post-closure controls and monitoring activities of the post-closure plan.

2.10.1. Post-Closure Plan

A specific post-closure plan may be required upon the review of the closure plan.

2.10.2. Post-Closure Completion

Not required at the time of permit issuance.

3.0 COMPLIANCE SCHEDULE

[A.R.S. § 49-243(K)(5) and A.A.C. R18-9-A208]

Unless otherwise indicated, for each compliance schedule item listed below, the permittee shall submit the required information to the Groundwater Protection Value Stream.

Table 5: COMPLIANCE SCHEDULE ITEMS

No. Description Due By:

Permit

Amendment Required?

The permittee shall submit a signed, dated, and sealed Engineer’s Certificate of

Completion (ECOC) in a format approved by the Department that confirms that the facility is constructed according to the Department-approved design report or plans and specifications, as applicable. The submittal shall contain all QA/QC testing results for liner installation and subgrade preparation.

Prior to discharging under this permit and within 90 days of completion of construction.

No

The permittee shall submit discharge characterization for sample of influent from the RV Dump and effluent in the lagoon per the requirements in Table 6.

Within 90 days of starting operation of the WWTF No

The permittee shall submit plans for closure of the existing leach field which will be abandoned and replaced by the new facilities for review and approval by the department.

Within 90 days of completion of the construction of the wastewater facilities. No

The permittee shall complete the closure of the leach field and submit a closure report to the department.

Within 180 days of receiving the approval of the closure plan by the department. No

4.0 TABLES OF MONITORING REQUIREMENTS

4.1. PRE-OPERATIONAL MONITORING (OR CONSTRUCTION REQUIREMENTS)

Not applicable.

4.2. COMPLIANCE OR OPERATIONAL MONITORING

Table 6: INFLUENT AND EFFLUENT CHARACTERIZATION MONITORING

Sampling Point Number Sampling Point Identification Latitude (North) Longitude (West) 1 RV Dump Station 33°38'13.99"N 114°13'35.95"W 2 Evaporation Lagoon 31° 21' 41" N 109° 54' 48" W

Parameter Units Sampling Frequency Reporting Frequency1 Total Coliform: Single sample maximum CFU or MPN2 Once Once

Total Nitrogen3 mg/l4 Once Once Metals (Dissolved)

Antimony mg/l Once Once Arsenic mg/l Once Once Barium mg/l Once Once

Beryllium mg/l Once Once Cadmium mg/l Once Once Chromium mg/l Once Once

Cyanide (as free cyanide) mg/l Once Once Fluoride mg/l Once Once

Lead mg/l Once Once Mercury mg/l Once Once Nickel mg/l Once Once

Selenium mg/l Once Once Thallium mg/l Once Once

Volatile and Semi-Volatile Organic Compounds (VOCs and SVOCs) Benzene mg/l Once Once

Carbon tetrachloride mg/l Once Once o-Dichlorobenzene mg/l Once Once para-Dichlorobenzene mg/l Once Once 1,2-Dichloroethane mg/l Once Once

1,1-Dichloroethylene mg/l Once Once cis-1,2-Dichloroethylene mg/l Once Once trans-1,2-Dichloroethylene mg/l Once Once Dichloromethane mg/l Once Once

1,2-Dichloropropane mg/l Once Once Ethylbenzene mg/l Once Once

Hexachlorobenzene mg/l Once Once Hexachlorocyclopentadiene mg/l Once Once

Monochlorobenzene mg/l Once Once Styrene mg/l Once Once

Tetrachloroethylene mg/l Once Once Toluene mg/l Once Once

Trihalomethanes (total)5 mg/l Once Once 1,1,1-Trichloroethane mg/l Once Once

1,2,4 - Trichlorobenzene mg/l Once Once 1,1,2 - Trichloroethane mg/l Once Once

Trichloroethylene mg/l Once Once Vinyl Chloride mg/l Once Once Xylenes (Total) mg/l Once Once

1 Report results within 90 days of starting operation of the water treatment facility.

2 CFU = Colony Forming Units / 100 ml sample. MPN = Most Probable Number / 100 ml sample. For CFU, a value of <1.0 shall be considered to be non-detect. For MPN, a value of <2.2 shall be considered to be non-detect 3 Total Nitrogen = Nitrate as N + Nitrite as N + Total Kjeldahl Nitrogen 4 mg/l = milligrams per liter 5 Total Trihalomethanes (TTHMs) are comprised of Bromoform, Bromodichloromethane, Chloroform, and Dibromochloromethane

Table 7: FACILITY INSPECTION AND OPERATIONAL MONITORING The permittee shall record the inspection performance levels in a log book as per Section 2.7.2, and report any violations or exceedances as per Section 2.7.3. In the case of an exceedance, identify which structure exceeds the performance level in the log book.

Pollution Control Structure/Parameter Performance Level Inspection

Frequency Reporting Frequency

Liner Integrity No cuts, rips, or damage to the liner Weekly

See Section 2.7.3

Blowers Integrity Good working condition Weekly Treatment Plant Components Good working condition Weekly

Freeboard in the Lagoon 2 feet of freeboard are maintained at all times Weekly

Impoundment Integrity No visible leaks, cracks, damage, or moisture visible on the outside of the lagoon Weekly

Surface Impoundment Vegetation Removal

No vegetation present in the impoundment or within five feet of the impoundment Monthly See Section 2.7.3

5.0 REFERENCES AND PERTINENT INFORMATION

The terms and conditions set forth in this permit have been developed based upon the information contained in the following, which are on file with the Department:

APP Application, dated: 09/25/20

Contingency Plan, dated: 03/04/20

Final Hydrologist Report, dated: 12/23/20

Final Engineering Report, dated: 02/16/21

Public Notice, dated: TBD

Public Hearing, dated: TBD

Responsiveness Summary, dated: TBD

6.0 NOTIFICATION PROVISIONS

6.1. Annual Registration Fees

The permittee is notified of the obligation to pay an Annual Registration Fee to ADEQ. The Annual Registration Fee is based on the amount of daily influent or discharge of pollutants in gallons per day (gpd) as established by A.R.S. § 49-242.

6.2. Duty to Comply

[A.R.S. §§ 49-221 through 263]

The permittee is notified of the obligation to comply with all conditions of this permit and all applicable provisions of Title 49, Chapter 2, Articles 1, 2 and 3 of the Arizona Revised Statutes, Title 18, Chapter 9, Articles 1 through 4, and Title 18, Chapter 11, Article 4 of the Arizona Administrative Code. Any permit non-compliance constitutes a violation and is grounds for an enforcement action pursuant to Title 49, Chapter 2, Article 4 or permit amendment, suspension, or revocation.

6.3. Duty to Provide Information

[A.R.S. §§ 49-243(K)(2) and 49-243(K)(8)]

The permittee shall furnish to the Director, or an authorized representative, within a time specified, any information which the Director may request to determine whether cause exists for amending or terminating this permit, or to determine compliance with this permit. The permittee shall also furnish to the Director, upon request, copies of records required to be kept by this permit.

6.4. Compliance with Aquifer Water Quality Standards

[A.R.S. §§ 49-243(B)(2) and 49-243(B)(3)]

The permittee shall not cause or contribute to a violation of an Aquifer Water Quality Standard (AWQS) at the applicable point of compliance (POC) for the facility. Where, at the time of issuance of the permit, an aquifer already exceeds an AWQS for a pollutant, the permittee shall not discharge that pollutant so as to further degrade, at the applicable point of compliance for the facility, the water quality of any aquifer for that pollutant.

6.5. Technical and Financial Capability

[A.R.S. §§ 49-243(K)(8) and 49-243(N) and A.A.C. R18-9-A202(B) and R18-9-A203(E) and (F)]

The permittee shall have and maintain the technical and financial capability necessary to fully carry out the terms and conditions of this permit. Any bond, insurance policy, trust fund, or other financial assurance mechanism provided as a demonstration of financial capability in the permit application, pursuant to A.A.C. R18-9-A203(C), shall be in effect prior to any discharge authorized by this permit and shall remain in effect for the duration of the permit.

6.6. Reporting of Bankruptcy or Environmental Enforcement

[A.A.C. R18-9-A207(C)]

The permittee shall notify the Director within five days after the occurrence of any one of the following:

1. the filing of bankruptcy by the permittee; or

2. the entry of any order or judgment not issued by the Director against the permittee for the enforcement of any environmental protection statute or rule.

6.7. Monitoring and Records

[A.R.S. § 49-243(K)(8) and A.A.C. R18-9-A206]

The permittee shall conduct any monitoring activity necessary to assure compliance with this permit, with the applicable water quality standards established pursuant to A.R.S. §§ 49-221 and 49-223 and §§ 49-241 through 49-252.

6.8. Inspection and Entry

[A.R.S. §§ 49-1009, 49-203(B), and 49-243(K)(8)]

In accordance with A.R.S. §§ 41-1009 and 49-203(B), the permittee shall allow the Director, or an authorized representative, upon the presentation of credentials and other documents as may be required by law, to enter and inspect the facility as reasonably necessary to ensure compliance with Title 49, Chapter 2, Article 3 of the Arizona Revised Statutes, and Title 18, Chapter 9, Articles 1 through 4 of the Arizona Administrative Code and the terms and conditions of this permit.

6.9. Duty to Modify

[A.R.S. § 49-243(K)(8) and A.A.C. R18-9-A211]

The permittee shall apply for and receive a written amendment before deviating from any of the designs or operational practices authorized by this permit.

6.10. Permit Action: Amendment, Transfer, Suspension, and Revocation [A.R.S. §§ 49-201, 49-241 through 251, A.A.C. R18-9-A211, R18-9-A212 and R18-9-A213]

This permit may be amended, transferred, suspended, or revoked for cause, under the rules of the Department.

The permittee shall notify the Groundwater Protection Value Stream in writing within 15 days after any change in the owner or operator of the facility. The notification shall state the permit number, the name of the facility, the date of property transfer, and the name, address, and phone number where the new owner or operator can be reached. The operator shall advise the new owner or operators of the terms of this permit and the need for permit transfer in accordance with the rules.

7.0 ADDITIONAL PERMIT CONDITIONS

7.1. Other Information

[A.R.S. § 49-243(K)(8)]

Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Director, the permittee shall promptly submit the correct facts or information.

7.2. Severability

[A.R.S. §§ 49-201, 49-241 through 251, A.A.C. R18-9-A211, R18-9-A212 and R18-9-A213]

The provisions of this permit are severable, and if any provision of this permit, or the application of any provision of this permit to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this permit, shall not be affected thereby. The filing of a request by the permittee for a permit action does not stay or suspend the effectiveness of any existing permit condition.

7.3. Permit Transfer

This permit may not be transferred to any other person except after notice to and approval of the transfer by the Department. No transfer shall be approved until the applicant complies with all transfer requirements as specified in A.A.C. R18-9-A212(B) and (C).

1.1. PERMITTEE INFORMATION
1.2. AUTHORIZING SIGNATURE
2.0 SPECIFIC CONDITIONS
2.1. FACILITY / SITE DESCRIPTION
2.1.1. Annual Registration Fee
2.1.2. Financial Capability
2.2. BEST AVAILABLE DEMONSTRATED CONTROL TECHNOLOGY (BADCT)
2.2.1. Engineering Design
2.2.2. Site-Specific Characteristics
2.2.3. Pre-Operational Requirements
2.2.4. Operational Requirements
2.2.5. Reclaimed Water Classification
2.2.6. Certified Areawide Water Quality Management Plan Conformance
2.3. DISCHARGE LIMITATIONS
2.4. POINT OF COMPLIANCE (POC)
2.5. MONITORING REQUIREMENTS
2.5.1. Pre-Operational Monitoring
2.5.2. Routine Discharge Monitoring
2.5.3. Reclaimed Water Monitoring
2.5.4. Facility / Operational Monitoring
2.5.5. Groundwater Monitoring And Sampling Protocols
2.5.6. Surface Water Monitoring And Sampling Protocols
2.5.7. Analytical Methodology
2.5.8. Installation and Maintenance of Monitoring Equipment
2.6. CONTINGENCY PLAN REQUIREMENTS
2.6.1. General Contingency Plan Requirements
2.6.2. Exceeding of Alert Levels and Performance Levels
2.6.2.1. Exceeding Of Performance Levels Set For Operational Conditions
2.6.2.2. Exceeding of Alert Levels (ALs) Set for Discharge Monitoring
2.6.3. Not applicable - discharge monitoring is not required under this permit.
2.6.4. Aquifer Quality Limit Exceedances
2.6.5. Emergency Response and Contingency Requirements for Unauthorized Discharges
2.6.5.1. Duty To Respond
2.6.5.2. Discharge of Hazardous Substances or Toxic Pollutants
2.6.5.3. Discharge of Non-Hazardous Materials
2.6.5.4. Reporting Requirements

2.6.6. Corrective Actions

2.7. REPORTING AND RECORDKEEPING REQUIREMENTS
2.7.1. Self-Monitoring Report Form
2.7.2. Operation Inspection / Log Book Recordkeeping
2.7.3. Permit Violation and Alert Level Status Reporting
2.7.4. Operational, Other or Miscellaneous Reporting
2.7.5. Reporting Location
2.7.6. Reporting Deadline
2.7.7. Changes To Facility Information In Section 1.0
2.8. Temporary Cessation
2.9. Closure
2.9.1. Closure Plan
2.9.2. Closure Completion
2.10. Post-closure
2.10.1. Post-Closure Plan
2.10.2. Post-Closure Completion
3.0 COMPLIANCE SCHEDULE
4.0 TABLES OF MONITORING REQUIREMENTS
4.1. PRE-OPERATIONAL MONITORING (OR CONSTRUCTION REQUIREMENTS)
4.2. COMPLIANCE OR OPERATIONAL MONITORING
5.0 REFERENCES AND PERTINENT INFORMATION
6.0 NOTIFICATION PROVISIONS
6.1. Annual Registration Fees
6.2. Duty to Comply
6.3. Duty to Provide Information
6.4. Compliance with Aquifer Water Quality Standards
6.5. Technical and Financial Capability
6.6. Reporting of Bankruptcy or Environmental Enforcement
6.7. Monitoring and Records
6.8. Inspection and Entry
6.9. Duty to Modify
6.10. Permit Action: Amendment, Transfer, Suspension, and Revocation
7.0 ADDITIONAL PERMIT CONDITIONS
7.1. Other Information
7.2. Severability
7.3. Permit Transfer
2021-11-03T11:59:39-0700
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File details come from the government source that posted it. Updated .