{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 19", "topic": "Table 1"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 1\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 250 | $ 500 | $ 1,000  |\n|  Small | $ 500 | $ 1,000 | $ 2,000  |\n|  Medium | $ 1,000 | $ 2,000 | $ 4,000  |\n|  Large | $ 2,000 | $ 4,000 | $ 5,000  |\n\nSource context and notes:\n\n4. A large water system serves a population greater than 10,000.\n\n(f) The matrices of civil administrative base penalties are as follows:\n\n1. For a first offense, the matrix of civil administrative base penalties is as follows:\n\nSERIOUSNESS OF THE VIOLATION\n\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 250 | $ 500 | $ 1,000  |\n|  Small | $ 500 | $ 1,000 | $ 2,000  |\n|  Medium | $ 1,000 | $ 2,000 | $ 4,000  |\n|  Large | $ 2,000 | $ 4,000 | $ 5,000  |\n\n\n\n[Source PDF](SOURCE.pdf#page=19)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 20", "topic": "Table 2"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 2\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 5,000 | $ 5,500 | $ 6,000  |\n|  Small | $ 5,000 | $ 6,000 | $ 7,000  |\n|  Medium | $ 5,000 | $ 6,500 | $ 8,000  |\n|  Large | $ 5,000 | $ 7,500 | $ 10,000  |\n\nSource context and notes:\n\n2. For a second offense, the matrix of civil administrative base penalties is as follows:\n\nSERIOUSNESS OF THE VIOLATION\n\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 5,000 | $ 5,500 | $ 6,000  |\n|  Small | $ 5,000 | $ 6,000 | $ 7,000  |\n|  Medium | $ 5,000 | $ 6,500 | $ 8,000  |\n|  Large | $ 5,000 | $ 7,500 | $ 10,000  |\n\n\n3. For a third or subsequent offense, the matrix of civil administrative base penalties is as follows:\n\nSERIOUSNESS OF THE VIOLATION\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 5,000 | $ 7,500 | $ 10,000  |\n|  Small | $ 6,000 | $ 9,000 | $ 12,000  |\n|  Medium | $ 7,000 | $ 11,000 | $ 15,000  |\n|  Large | $ 8,000 | $ 15,000 | $ 22,000  |\n\n[Source PDF](SOURCE.pdf#page=20)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 20", "topic": "Table 3"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 3\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 5,000 | $ 7,500 | $ 10,000  |\n|  Small | $ 6,000 | $ 9,000 | $ 12,000  |\n|  Medium | $ 7,000 | $ 11,000 | $ 15,000  |\n|  Large | $ 8,000 | $ 15,000 | $ 22,000  |\n\nSource context and notes:\n\n|  Small | $ 5,000 | $ 6,000 | $ 7,000  |\n|  Medium | $ 5,000 | $ 6,500 | $ 8,000  |\n|  Large | $ 5,000 | $ 7,500 | $ 10,000  |\n\n3. For a third or subsequent offense, the matrix of civil administrative base penalties is as follows:\n\nSERIOUSNESS OF THE VIOLATION\n\n\n|  TYPE OF WATER SYSTEM | Minor | Moderate | Major  |\n| --- | --- | --- | --- |\n|  Very small | $ 5,000 | $ 7,500 | $ 10,000  |\n|  Small | $ 6,000 | $ 9,000 | $ 12,000  |\n|  Medium | $ 7,000 | $ 11,000 | $ 15,000  |\n|  Large | $ 8,000 | $ 15,000 | $ 22,000  |\n\n\n(g) The Department may, at its discretion, adjust the amount of any penalty assessed pursuant to (f) above based upon any or all of the factors listed in (g)1 through 5 below. No such factor constitutes a defense to any violation. In no case shall the assessed penalty be more than $ 25,000 per day for each offense.\n\n1. The frequency with which any violation of the State Act, rules, permit or order occurred;\n2. The timely implementation by the violator of measures leading to compliance;\n3. The nature, timing and effectiveness of measures taken to mitigate the effects of the violation or prevent future similar violations, and the extent to which such measures are in addition to those required under an applicable statute or rule;\n4. The deterrent effect of the penalty; and/or\n5. Any other mitigating, extenuating, or aggravating circumstances.\n\n7:10-3.7 Civil administrative penalty for failure to pay a fee\n\n[Source PDF](SOURCE.pdf#page=20)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 23", "topic": "TABLE 1 MCLs FOR STATE-REGULATED VOCs\\*"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## TABLE 1 MCLs FOR STATE-REGULATED VOCs\\*\n\n|  State-regulated VOC | MCL (in [micro]g/l or ppb)  |\n| --- | --- |\n|  Benzene | 1  |\n|  Carbon tetrachloride | 2  |\n|  Chlorobenzene | 50  |\n|  1,3 Dichlorobenzene | 600  |\n|  1,2 Dichloroethane | 2  |\n|  1,1 Dichloroethylene | 2  |\n|  Methylene chloride | 3  |\n|  Tetrachloroethylene | 1  |\n|  Trichlorobenzene(s) | 9  |\n|  1,1,1 Trichloroethane | 30  |\n|  Trichloroethylene | 1  |\n|  Xylene(s) | 1,000  |\n|  1,1 Dichloroethane | 50  |\n|  1,1,2 Trichloroethane | 3  |\n|  1,1,2,2 Tetrachloroethane | 1  |\n|  Naphthalene | 300  |\n|  Methyl tertiary butyl ether (MTBE) | 70  |\n\nSource context and notes:\n\nTABLE 1 MCLs FOR STATE-REGULATED VOCs\\*\n\n\n|  State-regulated VOC | MCL (in [micro]g/l or ppb)  |\n| --- | --- |\n|  Benzene | 1  |\n|  Carbon tetrachloride | 2  |\n|  Chlorobenzene | 50  |\n|  1,3 Dichlorobenzene | 600  |\n|  1,2 Dichloroethane | 2  |\n|  1,1 Dichloroethylene | 2  |\n|  Methylene chloride | 3  |\n|  Tetrachloroethylene | 1  |\n|  Trichlorobenzene(s) | 9  |\n|  1,1,1 Trichloroethane | 30  |\n|  Trichloroethylene | 1  |\n|  Xylene(s) | 1,000  |\n|  1,1 Dichloroethane | 50  |\n|  1,1,2 Trichloroethane | 3  |\n|  1,1,2,2 Tetrachloroethane | 1  |\n|  Naphthalene | 300  |\n|  Methyl tertiary butyl ether (MTBE) | 70  |\n\n\n* The MCLs in this table are more stringent than those in the National Regulations, with the exception of the following chemicals, which do not have Federal MCLs: 1,3-dichlorobenzene; 1,1-dichloroethane; 1,1,2,2-tetrachloroethane; naphthalene; and methyl tertiary butyl ether.\n\n5. MCLs for the State-regulated per- and polyfluoroalkyl substances perfluoronanoic acid (PFNA), perfluorooctanoic acid (PFOA), and perfluorooctanesulfonic acid (PFOS) shall be those established at (a)5i, ii, and iii below. Monitoring requirements for PFNA, PFOA, and PFOS shall be those established under the National Regulations at 40 CFR 141.24(f) and at (a)7 below. For PFNA, the conditions at (a)5i apply. For PFOA, the conditions at (a)5ii apply. For PFOS, the conditions at (a)5iii apply.\n\ni. For PFNA, the MCL shall be  $0.013\\mu \\mathrm{g} / \\mathrm{l}$ . Monitoring requirements shall begin as set forth at (a)5i(1) below and are subject to the condition at (a)5i(2) below.\n\n[Source PDF](SOURCE.pdf#page=23)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 25", "topic": "Table 5"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 5\n\n|  Monitoring Schedule | Water System Type  |\n| --- | --- |\n|  Year one of the applicable three year Federal compliance period (for example, 2017, 2020, 2023, 2026) | Any public community water systems using a surface water source(s) And any public community water system serving a population greater than 10,000  |\n|  Year two of the applicable three year Federal compliance period (for example, 2018, 2021, 2024, 2027) | Any public community water system using a groundwater source(s) serving a population equal to or less than 10,000.  |\n|  Year three of the applicable three year Federal compliance period (that is, 2019, 2022, 2025, 2028) | Any public nontransient noncommunity water system.  |\n\nSource context and notes:\n\nbeginning as set forth at (a)6ii(1) below and subject to the condition at (a)6ii(2) below.\n\n(1) All public community water systems using a groundwater source(s) serving a population 10,000 or less and public nontransient noncommunity water systems shall begin monitoring within the first quarter of 2019. All public community water systems using a surface water source(s) and all public community water systems serving a population greater than 10,000 shall begin monitoring within the first quarter of 2020.\n\n(2) Notwithstanding the threshold set forth at 40 CFR 141.24(h)(7), the requirement for quarterly monitoring at 40 CFR 141.24(h)(7)(i) shall apply if 1,2,3-trichloropropane is detected at a level equal to or exceeding 0.010  $\\mu$ g/l.\n\n7. Water systems that, as provided at 40 CFR 141.23 and 141.24, are monitoring for inorganics (except asbestos, nitrate, and nitrite), volatile organic compounds, and synthetic organic compounds or for PFNA, PFOA, and PFOS at a frequency less than annually shall monitor once in each Federal three-year compliance period in accordance with the schedule in the table below.\n\n\n|  Monitoring Schedule | Water System Type  |\n| --- | --- |\n|  Year one of the applicable three year Federal compliance period (for example, 2017, 2020, 2023, 2026) | Any public community water systems using a surface water source(s) And any public community water system serving a population greater than 10,000  |\n|  Year two of the applicable three year Federal compliance period (for example, 2018, 2021, 2024, 2027) | Any public community water system using a groundwater source(s) serving a population equal to or less than 10,000.  |\n|  Year three of the applicable three year Federal compliance period (that is, 2019, 2022, 2025, 2028) | Any public nontransient noncommunity water system.  |\n\n\n8. MCLs and monitoring requirements for disinfectants and disinfection by-products shall be those established under the National Regulations.\n\n9. Action levels and monitoring requirements for lead and copper shall be those established under the National Regulations.\n\n10. For public community and public nontransient noncommunity water systems, MCLs and monitoring requirements for radionuclides shall be those established under the National Regulations. Public nontransient noncommunity water systems shall begin monitoring within the first quarter of 2019.\n\n[Source PDF](SOURCE.pdf#page=25)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 27", "topic": "Table 6"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 6\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  1,3-Dichlorobenzene | 600 | 600 ppb | Discharge from industrial chemical factories | Some people who drink water containing 1,3-Dichlorobenzene in excess of the MCL over many years could experience problems with their liver, kidneys or circulatory system.  |\n|  1,1 Dichloroethane | 50 | 50 ppb | Discharge from metal degreasing sites and other factories | Some people who drink water containing 1,1 Dichloroethane in excess of the MCL over many years could experience problems with their kidneys.  |\n|  Methyl tertiary butyl ether (MTBE) | 70 | 70 ppb | Leaking underground gasoline and fuel oil tanks, gasoline and fuel oil spills | Some people who drink water containing MTBE in excess of the MCL over many years could experience problems with their kidneys.  |\n|  Naphthalene | 300 | 300 ppb | Discharge from industrial chemical factories, exposure to mothballs | Some people who drink water containing Naphthalene in excess of the MCL over many years could experience problems with cataracts and hemolytic anemia.  |\n\nSource context and notes:\n\nNOTE:\n\nlaundry. Manganese is an essential nutrient, and toxicity is not expected from levels which would be encountered in drinking water.\"\n\niii. \"FOR SODIUM: For healthy individuals, the sodium intake from water is not important, because a much greater intake of sodium takes place from salt in the diet. However, sodium levels above the recommended upper limit may be of concern to individuals on a sodium restricted diet.\"\n\n4. For the nine State-regulated contaminants for which there is no Federal MCL, the Consumer Confidence Report shall include the information set forth below:\n\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  1,3-Dichlorobenzene | 600 | 600 ppb | Discharge from industrial chemical factories | Some people who drink water containing 1,3-Dichlorobenzene in excess of the MCL over many years could experience problems with their liver, kidneys or circulatory system.  |\n|  1,1 Dichloroethane | 50 | 50 ppb | Discharge from metal degreasing sites and other factories | Some people who drink water containing 1,1 Dichloroethane in excess of the MCL over many years could experience problems with their kidneys.  |\n|  Methyl tertiary butyl ether (MTBE) | 70 | 70 ppb | Leaking underground gasoline and fuel oil tanks, gasoline and fuel oil spills | Some people who drink water containing MTBE in excess of the MCL over many years could experience problems with their kidneys.  |\n|  Naphthalene | 300 | 300 ppb | Discharge from industrial chemical factories, exposure to mothballs | Some people who drink water containing Naphthalene in excess of the MCL over many years could experience problems with cataracts and hemolytic anemia.  |\n\n\n\n[Source PDF](SOURCE.pdf#page=27)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 28", "topic": "Table 7"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 7\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  1,1,2,2-Tetrachloroethane | 1 | 1 ppb | Discharge from industrial chemical factories | Some people who drink water containing 1,1,2,2 Tetrachloroethane in excess of the MCL over many years could experience problems with their liver, kidneys and central nervous system.  |\n|  Perfluorononanoic acid (PFNA) | 0.013 | 13 ppt | Discharge from industrial chemical factories | Some people who drink water containing PFNA in excess of the MCL over many years could experience problems with their liver; kidney; immune system; or, in males, reproductive system. For females, drinking water containing PFNA in excess of the MCL over many years may cause developmental delays in a fetus and/or an infant.  |\n\nSource context and notes:\n\nNOTE:\n\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  1,1,2,2-Tetrachloroethane | 1 | 1 ppb | Discharge from industrial chemical factories | Some people who drink water containing 1,1,2,2 Tetrachloroethane in excess of the MCL over many years could experience problems with their liver, kidneys and central nervous system.  |\n|  Perfluorononanoic acid (PFNA) | 0.013 | 13 ppt | Discharge from industrial chemical factories | Some people who drink water containing PFNA in excess of the MCL over many years could experience problems with their liver; kidney; immune system; or, in males, reproductive system. For females, drinking water containing PFNA in excess of the MCL over many years may cause developmental delays in a fetus and/or an infant.  |\n\n\n\n[Source PDF](SOURCE.pdf#page=28)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 29", "topic": "Table 8"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 8\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  Perfluorooctanoic Acid (PFOA) | 0.014 | 14 ppt | Discharge from industrial, chemical, and manufacturing factories, release of aqueous film forming foam. | Some people who drink water containing PFOA in excess of the MCL over many years could experience problems with their blood serum cholesterol levels, liver, kidney, immune system, or, in males, reproductive system. <br> Drinking water containing PFOA in excess of the MCL over many years may also increase the risk of testicular and kidney cancer. For females, drinking water containing PFOA in excess of the MCL over many years may cause developmental delays in a fetus and/or an infant.  |\n\nSource context and notes:\n\nNOTE:\n\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  Perfluorooctanoic Acid (PFOA) | 0.014 | 14 ppt | Discharge from industrial, chemical, and manufacturing factories, release of aqueous film forming foam. | Some people who drink water containing PFOA in excess of the MCL over many years could experience problems with their blood serum cholesterol levels, liver, kidney, immune system, or, in males, reproductive system. <br> Drinking water containing PFOA in excess of the MCL over many years may also increase the risk of testicular and kidney cancer. For females, drinking water containing PFOA in excess of the MCL over many years may cause developmental delays in a fetus and/or an infant.  |\n\n\n\n[Source PDF](SOURCE.pdf#page=29)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 30", "topic": "Table 9"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 9\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  Perfluorooctanesulfonic Acid (PFOS) | 0.013 | 13 ppt | Discharge from industrial, chemical factories, release of aqueous film forming foam. | Some people who drink water containing PFOS in excess of the MCL over many years could experience problems with their immune system, kidney, liver, or endocrine system. For females, drinking water containing PFOS in excess of the MCL over many years may cause developmental effects and problems with the immune system, liver, or endocrine system in a fetus and/or an infant. Some of these developmental effects can persist through childhood.  |\n|  1,2,3-Trichloropropane | 0.030 | 30 ppt | Application of pesticides to agricultural land; discharge from metal degreasing sites, chemical manufacturing plants, and other industrial sites | Some people who drink water containing 1,2,3-trichloropropane in excess of the MCL over many years may have an increased risk of getting cancer  |\n\nSource context and notes:\n\nNOTE:\n\n\n|  Contaminant | New Jersey MCL (μg/l) | MCL in units for CCR | Major Sources in Drinking Water | Health Effects Language  |\n| --- | --- | --- | --- | --- |\n|  Perfluorooctanesulfonic Acid (PFOS) | 0.013 | 13 ppt | Discharge from industrial, chemical factories, release of aqueous film forming foam. | Some people who drink water containing PFOS in excess of the MCL over many years could experience problems with their immune system, kidney, liver, or endocrine system. For females, drinking water containing PFOS in excess of the MCL over many years may cause developmental effects and problems with the immune system, liver, or endocrine system in a fetus and/or an infant. Some of these developmental effects can persist through childhood.  |\n|  1,2,3-Trichloropropane | 0.030 | 30 ppt | Application of pesticides to agricultural land; discharge from metal degreasing sites, chemical manufacturing plants, and other industrial sites | Some people who drink water containing 1,2,3-trichloropropane in excess of the MCL over many years may have an increased risk of getting cancer  |\n\n\n## 7:10-5.3 Analytical requirements\n\n(a) The analytical requirements for determining compliance with the maximum contaminant levels shall be those established under the National Regulations, except that the analysis for gross alpha particle activity shall be determined using the 48 Hour Rapid Gross Alpha Test, in accordance with N.J.A.C. 7:18.\n\n(b) Any analysis required under this chapter shall be conducted at a certified laboratory, certified in accordance with N.J.A.C. 7:18, for the specific analytical method used.\n\n[Source PDF](SOURCE.pdf#page=30)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 34", "topic": "Table 10"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 10\n\n|  Water system type | Licensed operator | Professional engineer | Well driller^{3} or pump installer | CEHA-certified agency^{4} | DEP  |\n| --- | --- | --- | --- | --- | --- |\n|  Public community | x^{1} | x |  |  | x  |\n|  Public nontransient noncommunity | x^{1} | x | x | x | x  |\n|  Public transient noncommunity | x^{2} | x | x | x | x  |\n\nSource context and notes:\n\n7. Identify sanitary defect(s) suspected to be the cause of the total coliform-positive or Escherichia coli (E. coli)-positive sample;\n8. Identify and implement corrective action;\n9. Conduct additional sampling to ensure that any corrective action taken has addressed the sanitary defect;\n10. Consult with the Department regarding any outstanding corrective action to be taken and establish a timetable for completion; and\n11. Notify the Department when each corrective action identified in the timetable at (d)10 above is completed.\n\n(e) A Level 2 assessment shall be performed only by a party approved by the Department, as set forth in the table below:\n\n\n|  Water system type | Licensed operator | Professional engineer | Well driller^{3} or pump installer | CEHA-certified agency^{4} | DEP  |\n| --- | --- | --- | --- | --- | --- |\n|  Public community | x^{1} | x |  |  | x  |\n|  Public nontransient noncommunity | x^{1} | x | x | x | x  |\n|  Public transient noncommunity | x^{2} | x | x | x | x  |\n\n\n\n[Source PDF](SOURCE.pdf#page=34)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 44", "topic": "Table 11"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 11\n\n|  Color | 10 color units (standard cobalt scale)  |\n| --- | --- |\n|  pH | 6.5 to 8.5 (optimum range)  |\n|  Odor | 3 Threshold odor number  |\n|  Taste | No objectionable taste  |\n\nSource context and notes:\n\n1. Physical characteristics: Recommended upper limit or optimum range\n\n\n|  Color | 10 color units (standard cobalt scale)  |\n| --- | --- |\n|  pH | 6.5 to 8.5 (optimum range)  |\n|  Odor | 3 Threshold odor number  |\n|  Taste | No objectionable taste  |\n\n\n2. Chemical characteristics: Recommended upper limit\n\n|  ABS/L.A.S. (1) | 0.5 mg/l  |\n| --- | --- |\n|  Aluminum | 0.2 mg/l  |\n|  Chloride | 250 mg/l  |\n|  Fluoride (2) | 2 mg/l  |\n|  Hardness (as CaCO[3]) | 250 mg/l  |\n|  Iron (3) | 0.3 mg/l  |\n|  Manganese (3) | 0.05 mg/l  |\n|  Silver | 0.1 mg/l  |\n|  Sodium (4) | 50 mg/l  |\n|  Sulfate | 250 mg/l  |\n|  Total dissolved solids | 500 mg/l  |\n|  Zinc | 5 mg/l  |\n\nNotes:\n\n[Source PDF](SOURCE.pdf#page=44)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 44", "topic": "Table 12"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 12\n\n|  ABS/L.A.S. (1) | 0.5 mg/l  |\n| --- | --- |\n|  Aluminum | 0.2 mg/l  |\n|  Chloride | 250 mg/l  |\n|  Fluoride (2) | 2 mg/l  |\n|  Hardness (as CaCO[3]) | 250 mg/l  |\n|  Iron (3) | 0.3 mg/l  |\n|  Manganese (3) | 0.05 mg/l  |\n|  Silver | 0.1 mg/l  |\n|  Sodium (4) | 50 mg/l  |\n|  Sulfate | 250 mg/l  |\n|  Total dissolved solids | 500 mg/l  |\n|  Zinc | 5 mg/l  |\n\nSource context and notes:\n\n|  Color | 10 color units (standard cobalt scale)  |\n| --- | --- |\n|  pH | 6.5 to 8.5 (optimum range)  |\n|  Odor | 3 Threshold odor number  |\n|  Taste | No objectionable taste  |\n\n2. Chemical characteristics: Recommended upper limit\n\n\n|  ABS/L.A.S. (1) | 0.5 mg/l  |\n| --- | --- |\n|  Aluminum | 0.2 mg/l  |\n|  Chloride | 250 mg/l  |\n|  Fluoride (2) | 2 mg/l  |\n|  Hardness (as CaCO[3]) | 250 mg/l  |\n|  Iron (3) | 0.3 mg/l  |\n|  Manganese (3) | 0.05 mg/l  |\n|  Silver | 0.1 mg/l  |\n|  Sodium (4) | 50 mg/l  |\n|  Sulfate | 250 mg/l  |\n|  Total dissolved solids | 500 mg/l  |\n|  Zinc | 5 mg/l  |\n\n\nNotes:\n\n(1) Alkyl-benzene-sulfonate and linear-alkyl-sulfonate, or similar methylene blue reactive substances contained in synthetic detergents.\n(2) A range of 0.8 to 1.2 mg/l fluoride is recommended for those water supplies in which the fluoride concentration is artificially adjusted.\n(3) The limits for iron and manganese may be raised to 0.6 mg/l and to 0.1 mg/l, respectively, if a sequestering treatment is provided. However, when either of these higher limits is exceeded in the raw water of a public community water system, the water shall be treated so as to reduce the iron concentration to below 0.3 mg/l and/or the manganese concentration to below 0.05 mg/l.\n(4) Significant only for consumers requiring low sodium diet.\n\n3. Biological characteristics: Water intended for potable purposes shall be free from:\n\n[Source PDF](SOURCE.pdf#page=44)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 87", "topic": "Table 13"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 13\n\n|  Source Capacity (MGD) | Land Requirement (Acres)  |\n| --- | --- |\n|  0-1 | 1  |\n|  > 1-2 | 2  |\n|  > 2-3 | 3  |\n|  > 3-5 | 5  |\n|  > 5 | 5 + 1/2 acre <br> for each MGD or portion hereof in excess of 5 MGD  |\n\nSource context and notes:\n\nNOTE:\n\n\n|  Source Capacity (MGD) | Land Requirement (Acres)  |\n| --- | --- |\n|  0-1 | 1  |\n|  > 1-2 | 2  |\n|  > 2-3 | 3  |\n|  > 3-5 | 5  |\n|  > 5 | 5 + 1/2 acre <br> for each MGD or portion hereof in excess of 5 MGD  |\n\n\nii. The Department recommends that land acquired for the purpose of watershed protection be in up-gradient areas and equivalent to Tier I as defined in the Well Head Protection Plan (WHPP) adopted by the Department pursuant to the Federal Act.\n\n2. Storm and/or sanitary sewer lines, industrial waste lines, septic tanks, distribution boxes and dry wells are prohibited within 50 feet of a well. Any such line within 100 feet of a well shall be of completely watertight construction (that is, steel, reinforced concrete, cast iron, PVC or other suitable material). Sewage disposal fields and seepage pits are prohibited within 200 feet of a well. Cesspools are prohibited within 200 feet of a well.\n\ni. The Department may reduce the distance restrictions under (b)2 above if a well is constructed in a confined aquifer.\n\n[Source PDF](SOURCE.pdf#page=87)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 97", "topic": "Table 14"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 14\n\n|  Type of System | Minimum Finished Water Storage Capacity <br> (Percentage of Average Daily Demand)*  |\n| --- | --- |\n|  Type i. Single prime source system, no interconnection(s), | 100 percent  |\n\nSource context and notes:\n\n(a) Suppliers of water shall provide finished water storage as required pursuant to N.J.A.C. 7:19-6.7 and as follows:\n\n1. Each public community water system shall provide storage for finished water as an integral part of its distribution system whether the water system has its own source(s) of water or buys water from another public community water system.\n\n2. The balances and interrelationships of source location, interconnections, transmission and distribution grid, size of transmission-distribution system lines, location of booster pumps, and existence of pressure zones and location of storage facilities must be such as to ensure the minimum pressure of 20 pounds per square inch at street level. If delivered by pump storage, the equipment shall have the firm capacity to provide the required flow and have automatically operating auxiliary power.\n\n3. The following requirements for minimum finished water storage capacity apply to all public community water systems unless modified in accordance with (a)6 or 7 below. The Department may modify these requirements provided adequate justifying data is submitted which will demonstrate that service will not be disrupted during extended periods of system stress.\n\n\n|  Type of System | Minimum Finished Water Storage Capacity <br> (Percentage of Average Daily Demand)*  |\n| --- | --- |\n|  Type i. Single prime source system, no interconnection(s), | 100 percent  |\n\n\n\n[Source PDF](SOURCE.pdf#page=97)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 98", "topic": "Table 15"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 15\n\n|  auxiliary power not provided in accordance with N.J.A.C. 7:10-11.6(i) |   |\n| --- | --- |\n|  Type ii. Single prime source system, no interconnection(s), auxiliary** power provided | 80 percent  |\n|  Type iii. Single, prime source system with interconnection(s)*** | 50 percent  |\n|  Type iv. Single prime source system with interconnection(s)***, auxiliary** power provided | 50 percent  |\n|  Type v. Multiple sources, no interconnection(s), auxiliary** power provided | 50 percent  |\n|  Type vi. Multiple sources, with interconnection(s) *** | 50 percent  |\n|  Type vii. Multiple sources with interconnection(s)***, auxiliary** power provided | 30 percent  |\n\nSource context and notes:\n\nNOTE:\n\n\n|  auxiliary power not provided in accordance with N.J.A.C. 7:10-11.6(i) |   |\n| --- | --- |\n|  Type ii. Single prime source system, no interconnection(s), auxiliary** power provided | 80 percent  |\n|  Type iii. Single, prime source system with interconnection(s)*** | 50 percent  |\n|  Type iv. Single prime source system with interconnection(s)***, auxiliary** power provided | 50 percent  |\n|  Type v. Multiple sources, no interconnection(s), auxiliary** power provided | 50 percent  |\n|  Type vi. Multiple sources, with interconnection(s) *** | 50 percent  |\n|  Type vii. Multiple sources with interconnection(s)***, auxiliary** power provided | 30 percent  |\n\n\n*Average daily demand shall include the demands of consecutive systems for which a system sells water on a\n\n[Source PDF](SOURCE.pdf#page=98)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 104", "topic": "Table 16"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 16\n\n|   | Flocculation <br> or Iron <br> or Manganese <br> Removal | Lime <br> Softening  |\n| --- | --- | --- |\n|  Ground Water | 0.5 | 1.0  |\n|  Surface Water | 0.375 | 0.75  |\n\nSource context and notes:\n\n1. Pretreatment by sedimentation is required for all surface waters, unless pilot test data submitted pursuant to N.J.A.C. 7:10-11.8(d)1 demonstrate that sedimentation pretreatment is not necessary.\n\n2. The minimum depth of the sedimentation basin shall be 10 feet, with ample allowance for sludge accumulation or sludge removal equipment and a depth of water flow of at least six feet.\n\n3. Inlet and outlet facilities shall be designed so as to minimize short-circuiting. Submerged inlet ports shall be located so as to avoid creating a disturbance of the settled floc.\n\n4. The maximum surface loading rates (gallons per minute per square foot) are as follows:\n\n\n|   | Flocculation <br> or Iron <br> or Manganese <br> Removal | Lime <br> Softening  |\n| --- | --- | --- |\n|  Ground Water | 0.5 | 1.0  |\n|  Surface Water | 0.375 | 0.75  |\n\n\n5. For around-end baffling in a horizontal plane, the maximum surface loading rate pursuant to (d)4 above shall be reduced by 50 percent.\n\n6. For horizontal units, the minimum detention time shall be four hours for surface water and two hours for lime softening treatment plants.\n\n7. The water velocity through settling basins shall not exceed 0.5 feet per second.\n\n[Source PDF](SOURCE.pdf#page=104)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 105", "topic": "Table 17"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 17\n\n|   | Flocculation <br> or Iron <br> or Manganese <br> Removal | Lime <br> Softening  |\n| --- | --- | --- |\n|  Ground Water | 1.0 | 2.0  |\n|  Surface Water | 0.75 | 1.5  |\n\nSource context and notes:\n\n\n(e) Regulations for solids-contact units are as follows:\n\n1. Solids-contact units for flocculation, lime softening, iron or manganese removal, and for settling.\n2. Solids-contact units shall be installed and initially operated under the supervision of the manufacturer's representative.\n3. Each solids-contact unit shall facilitate satisfactory flocculation of the water before it enters the settling area.\n4. Surface loading rates for solids-contact units shall be calculated on the basis of the input flow and the horizontal area of flow in the clarification zone at a level five feet below the level of the discharge weirs or orifices. The maximum surface loading rates (gallons per minute per square foot) are as follows:\n\n\n|   | Flocculation <br> or Iron <br> or Manganese <br> Removal | Lime <br> Softening  |\n| --- | --- | --- |\n|  Ground Water | 1.0 | 2.0  |\n|  Surface Water | 0.75 | 1.5  |\n\n\n5. Each solids-contact unit shall be equipped with sampling taps to facilitate collection of water samples from various locations within the unit to ensure its efficiency.\n6. Outlet weir loadings shall not exceed 20 gallons per minute per foot of length of softened water, or 10 gallons per minute per foot of length of flocculated water. Where orifices are used rather than weirs, their size, number and arrangement shall be such as to produce loadings equivalent to the requirements for weirs. Weirs or orifices shall be arranged to produce uniform vertical flow rates over the area of the solids-contact unit.\n7. Each solids-contact unit shall be equipped for effective concentration of sludge and to facilitate sludge draw-off and disposal.\n8. Sludge piping shall be arranged so as to facilitate operation and cleaning. Piping shall not be less than three inches in diameter and shall allow for flushing with clear water.\n\n[Source PDF](SOURCE.pdf#page=105)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 114", "topic": "Table 18"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 18\n\n|  pH Value | Free | Combined  |\n| --- | --- | --- |\n|  Up to 7.0 | 0.2 ppm | 1.0 ppm  |\n|  7.0 to 8.0 | 0.3 ppm | 1.5 ppm  |\n|  8.0 to 9.0 | 0.4 ppm | 2.0 ppm  |\n\nSource context and notes:\n\n\n2. A post-chlorination treatment with a minimum of five minutes chlorine contact time shall be employed by all public community water systems.\n\n3. Chlorination treatment units shall be designed to produce the following chlorine residuals at the specified pH values.\n\nRequired Chlorine Residuals at Specified pH Values\nAvailable Chlorine Residual\n\n\n|  pH Value | Free | Combined  |\n| --- | --- | --- |\n|  Up to 7.0 | 0.2 ppm | 1.0 ppm  |\n|  7.0 to 8.0 | 0.3 ppm | 1.5 ppm  |\n|  8.0 to 9.0 | 0.4 ppm | 2.0 ppm  |\n\n\n(f) Regulations for gas chlorinators are as follows:\n\n1. Gas chlorinating devices shall be located in above-grade separate rooms with an outside entrance only and shall have proper ventilation including an exhaust fan near floor level with an outside switch. The doors of such rooms shall open outward and shall be provided with panic type hardware (that is, a push bar for opening the door) on the inside of the door. A room heater shall be provided. Chlorine scale and storage rooms shall be equipped in the same manner.\n\n2. An automatic chlorine leak alarm, or observation window to facilitate visual inspection without opening the door of the chlorination room, shall be provided.\n\n[Source PDF](SOURCE.pdf#page=114)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 125", "topic": "TABLE 1: AVERAGE DAILY WATER DEMAND"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## TABLE 1: AVERAGE DAILY WATER DEMAND\n\n|  Type of Establishment |   | Gallons per person  |\n| --- | --- | --- |\n|  1. | Cottage | 100  |\n|  2. | Single family dwelling | 100  |\n|  3. | Multiple family dwelling (apartment) | 75  |\n|  4. | Rooming house | 50  |\n|  5. | Boarding house* | 75  |\n|   | a. For each nonresident boarder | 15  |\n|  6. | Hotel* | 50-75  |\n|  7. | Motel or tourist cabin | 50-75  |\n|  8. | Mobile home park | 100  |\n|  9. | Restaurant** |   |\n|   | a. Sanitary demand | 5  |\n|   | b. Kitchen demand | 5  |\n\nSource context and notes:\n\n\n(b) The total yield from all available water sources for a public noncommunity or nonpublic water system shall meet the following minimum requirements:\n\n1. For water systems that supply residential realty improvements, the yield shall be at least 0.25 gallons per minute per bedroom served.\n2. For water systems that supply all persons other than residential consumers, the yield shall be at least three times the average daily demand as determined using Table 1 below.\n\nTABLE 1: AVERAGE DAILY WATER DEMAND\n\n\n|  Type of Establishment |   | Gallons per person  |\n| --- | --- | --- |\n|  1. | Cottage | 100  |\n|  2. | Single family dwelling | 100  |\n|  3. | Multiple family dwelling (apartment) | 75  |\n|  4. | Rooming house | 50  |\n|  5. | Boarding house* | 75  |\n|   | a. For each nonresident boarder | 15  |\n|  6. | Hotel* | 50-75  |\n|  7. | Motel or tourist cabin | 50-75  |\n|  8. | Mobile home park | 100  |\n|  9. | Restaurant** |   |\n|   | a. Sanitary demand | 5  |\n|   | b. Kitchen demand | 5  |\n\n\n\n[Source PDF](SOURCE.pdf#page=125)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 152", "topic": "Table 20"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 20\n\n|  Class 1 | $ 500  |\n| --- | --- |\n|  Class 2 | $ 1,000  |\n|  Class 3 | $ 2,500  |\n|  Class 4 | $ 5,000  |\n\nSource context and notes:\n\n(b) The maximum and minimum permit application review fees which the Department will assess are $ 12,000 and $ 100.00, respectively.\n\n(c) For an application for a permit that includes a new source of water supply (excluding interconnection or bulk purchase sources), a permit application review fee of $ 1,000 for each such new source shall be submitted in addition to the fee calculated pursuant to (a) above.\n\n(d) For an application for a permit to construct a distribution system pursuant to N.J.A.C. 7:10-11.10, the permit application review fee shall be determined in accordance with the following schedule, irrespective of the project construction cost:\n\n1. For each master permit and master permit renewal, the permit application review fee shall be as follows, where Class 1 through 4 are as defined at N.J.A.C. 7:10-15.4(a):\n\n\n|  Class 1 | $ 500  |\n| --- | --- |\n|  Class 2 | $ 1,000  |\n|  Class 3 | $ 2,500  |\n|  Class 4 | $ 5,000  |\n\n\n2. For each permit to construct a water main pursuant to N.J.A.C. 7:10-11.10(b)1, the permit application review fee shall be $ 250.\n\n3. For each permit to construct a water main pursuant to N.J.A.C. 7:10-11.10(b)2, the permit application review fee shall be the greater of the amounts calculated based on the number of proposed service connections or the water main length in accordance with the following table:\n\n|  Service Connections | Water Main Length (ft) | Fee Required  |\n| --- | --- | --- |\n|  50 to 100 | 1,500 to 3,000 | $ 1,000  |\n|  101 to 250 | 3,001 to 7,500 | $ 2,500  |\n|  251 to 500 | 7,501 to 15,000 | $ 4,000  |\n|  more than 500 | more than 15,000 | $ 5,000  |\n\n[Source PDF](SOURCE.pdf#page=152)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 152", "topic": "Table 21"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 21\n\n|  Service Connections | Water Main Length (ft) | Fee Required  |\n| --- | --- | --- |\n|  50 to 100 | 1,500 to 3,000 | $ 1,000  |\n|  101 to 250 | 3,001 to 7,500 | $ 2,500  |\n|  251 to 500 | 7,501 to 15,000 | $ 4,000  |\n|  more than 500 | more than 15,000 | $ 5,000  |\n\nSource context and notes:\n\n|  Class 2 | $ 1,000  |\n|  Class 3 | $ 2,500  |\n|  Class 4 | $ 5,000  |\n\n2. For each permit to construct a water main pursuant to N.J.A.C. 7:10-11.10(b)1, the permit application review fee shall be $ 250.\n\n3. For each permit to construct a water main pursuant to N.J.A.C. 7:10-11.10(b)2, the permit application review fee shall be the greater of the amounts calculated based on the number of proposed service connections or the water main length in accordance with the following table:\n\n\n|  Service Connections | Water Main Length (ft) | Fee Required  |\n| --- | --- | --- |\n|  50 to 100 | 1,500 to 3,000 | $ 1,000  |\n|  101 to 250 | 3,001 to 7,500 | $ 2,500  |\n|  251 to 500 | 7,501 to 15,000 | $ 4,000  |\n|  more than 500 | more than 15,000 | $ 5,000  |\n\n\n4. For each permit to construct an interconnection with another public community water system pursuant to N.J.A.C. 7:1011.10(b)2, the permit application review fee shall be $ 250 or, if the interconnecting water main length is 1,500 feet or more, the amount calculated based on the interconnecting water main length in accordance with the table at (d)3 above.\n\n(e) For each application submitted pursuant to N.J.A.C. 7:10-12.42, the fee shall be $ 1,000.\n\n7:10-15.4 Calculation of annual operation fees\n\n[Source PDF](SOURCE.pdf#page=152)"}
{"metadata": {"source_document": "NJ environmental reference", "version_year": "2026", "chapter_subchapter": "Reference tables", "citation": "N.J.A.C. 7:10 - Safe Drinking Water Act Rules, PDF p. 153", "topic": "Table 22"}, "programmatic_checks": {}, "content_markdown": "# N.J.A.C. 7:10 - Safe Drinking Water Act Rules\n\n## Table 22\n\n|  Class | Fee for System without Water Treatment | Fee for System with Water Treatment  |\n| --- | --- | --- |\n|  Class 1 | $ 60 | $ 120  |\n|  Class 2 | $ 360 | $ 720  |\n|  Class 3 | $ 790 | $ 1,580  |\n|  Class 4 | $ 1,640 | $ 3,280  |\n\nSource context and notes:\n\n\n1. For a system which begins operation on or after July 1 up to and including September 30, the full annual operation fee;\n2. For a system which begins operation on or after October 1 up to and including December 31, three-quarters of the annual operation fee;\n3. For a system which begins operation on or after January 1 up to and including March 31, one-half of the annual operation fee; and\n4. For a system which begins operation on or after April 1 up to and including June 30, one-quarter of the annual operation fee.\n\n(c) The annual operation fee for a public water system or bulk distribution system shall be determined in accordance with the following table:\n\n\n|  Class | Fee for System without Water Treatment | Fee for System with Water Treatment  |\n| --- | --- | --- |\n|  Class 1 | $ 60 | $ 120  |\n|  Class 2 | $ 360 | $ 720  |\n|  Class 3 | $ 790 | $ 1,580  |\n|  Class 4 | $ 1,640 | $ 3,280  |\n\n\n7:10-15.5 Fees for physical connection permits\n\n(a) The initial physical connection permit review fee shall be $ 150.00.\n\n(b) The physical connection permit renewal fee shall be $ 200.00.\n\n[Source PDF](SOURCE.pdf#page=153)"}