2016 RULES | PRIOR RULES |
CHAPTER Env-Wq 1000 SUBDIVISIONS; INDIVIDUAL SEWAGE DISPOSAL SYSTEMS | CHAPTER Env-Wq 1000 SUBDIVISION ANDINDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN RULES |
PART Env-Wq 1001 PURPOSE; APPLICABILITY; WAIVERS; STATUTORY DEFINITIONS | PART Env-Wq 1001 INTRODUCTION |
Env-Wq 1001.01 Purpose | Env-Wq 1001.01 Purpose |
Env-Wq 1001.02 Applicability | |
Env-Wq 1001.03 Waivers | Env-Wq 1001.02 Waivers |
Env-Wq 1001.04 Statutory Definitions | |
PART Env-Wq 1002 DEFINITIONS | PART Env-Wq 1002 DEFINITIONS |
Env-Wq 1002.01 "Aeration tank" | Env-Wq 1002.01 "Aeration tank" |
Env-Wq 1002.02 "Applicant" | |
Env-Wq 1002.03 "Applicant's agent" | |
Env-Wq 1002.04 "Approval to operate" | Env-Wq 1002.58 "Operational approval" |
Env-Wq 1002.05 "Approved plans and specifications" | Env-Wq 1002.02 "Approved plans and specifications" |
Env-Wq 1002.06 "Bed" [revised] | Env-Wq 1002.05 "Bed" |
Env-Wq 1002.07 "Biomat interface" | Env-Wq 1002.08 "Biomat interface" |
Env-Wq 1002.08 "Bunkhouse" | |
Env-Wq 1002.09 "Cesspool" | Env-Wq 1002.09 "Cesspool" |
Env-Wq 1002.10 "Chamber system" | Env-Wq 1002.10 "Chamber system" |
Env-Wq 1002.11 "Cluster subdivision" | Env-Wq 1002.12 "Cluster subdivision" |
Env-Wq 1002.12 "Commercial" | Env-Wq 1002.13 "Commercial" |
Env-Wq 1002.13 "Composite average slope" | Env-Wq 1002.14 "Composite average slope" |
Env-Wq 1002.14 "Construction approval" | Env-Wq 1002.15 "Construction approval" |
Env-Wq 1002.15 "Conventional pipe and stone system" | Env-Wq 1002.16 "Conventional pipe and stone system" |
Env-Wq 1002.16 "Department staff" | Env-Wq 1002.18 "Department staff" |
Env-Wq 1002.17 "Design intent" | Env-Wq 1002.19 "Design intent" |
Env-Wq 1002.18 "Domicile" | Env-Wq 1002.21 "Domicile" |
Env-Wq 1002.19 "Do not backfill order" | Env-Wq 1002.22 "Do not backfill order" |
Env-Wq 1002.20 "Drainage swale" | Env-Wq 1002.23 "Drainage swale" |
Env-Wq 1002.21 "Dry well" | Env-Wq 1002.24 "Dry well" |
Env-Wq 1002.22 "Effluent" | Env-Wq 1002.26 "Effluent" |
Env-Wq 1002.23 "Effluent conduit" | |
Env-Wq 1002.24 "Effluent disposal area (EDA)" | Env-Wq 1002.27 "Effluent disposal area (EDA)" |
Env-Wq 1002.25 "Expansion" | Env-Wq 1002.29 "Expansion" |
Env-Wq 1002.26 "Expansion of use" | Env-Wq 1002.30 "Expansion of use" |
Env-Wq 1002.27 "Fill extension" | |
Env-Wq 1002.28 "Gallons per day (GPD)" | Env-Wq 1002.34 "Gallons per day (GPD)" |
Env-Wq 1002.29 "Gravity grease interceptor" | Env-Wq 1002.35 "Grease trap" |
Env-Wq 1002.30 "Holding tank" | Env-Wq 1002.36 "Holding tank" |
Env-Wq 1002.31 "Horizon" | Env-Wq 1002.37 "Horizon" |
Env-Wq 1002.32 "Hydric soil" | Env-Wq 1002.38 "Hydric soil" |
Env-Wq 1002.33 "Hydrophytic vegetation" | Env-Wq 1002.39 "Hydrophytic vegetation" |
Env-Wq 1002.34 "Impermeable substratum" | Env-Wq 1002.40 "Impermeable substratum" |
Env-Wq 1002.35 "Increase the load on a sewage disposal system" | Env-Wq 1002.41 "Increase the load on a sewage disposal system" |
Env-Wq 1002.36 "Individual sewage disposal system (ISDS)" | Env-Wq 1002.42 "Individual sewage disposal system (ISDS)" |
Env-Wq 1002.37 "Inspection" | Env-Wq 1002.43 "Inspection" |
Env-Wq 1002.38 "Install" | Env-Wq 1002.44 "Install" |
Env-Wq 1002.39 "ISDS owner" | |
Env-Wq 1002.40 "Large-diameter graveless pipe (LDGP) system" | Env-Wq 1002.45 "Large-diameter graveless pipe (LDGP) system" |
Env-Wq 1002.41 "Large system" | Env-Wq 1002.46 "Large disposal system" |
Env-Wq 1002.42 "Ledge lot" | Env-Wq 1002.48 "Ledge lot" |
Env-Wq 1002.43 "Ledge tank" | Env-Wq 1002.49 "Ledge tank" |
Env-Wq 1002.44 "Marshes" | Env-Wq 1002.52 "Marshes" |
Env-Wq 1002.45 "Open space/conservation subdivision" | Env-Wq 1002.57 "Open space/conservation subdivision" |
Env-Wq 1002.46 "Organic soil material" | Env-Wq 1002.59 "Organic soil material" |
Env-Wq 1002.47 "Percolation (perc) rate" | Env-Wq 1002.60 "Percolation rate" |
Env-Wq 1002.48 "Percolation (perc) test" | Env-Wq 1002.61 "Percolation test" |
Env-Wq 1002.49 "Permitted designer" | Env-Wq 1002.62 "Permitted designer" |
Env-Wq 1002.50 "Permitted installer" | Env-Wq 1002.63 "Permitted installer" |
Env-Wq 1002.51 "Poorly drained soils" | [entirely new definition] |
Env-Wq 1002.52 "Property owner" | |
Env-Wq 1002.53 "Prominent redoximorphic features" | Env-Wq 1002.66 "Prominent redoximorphic features" |
Env-Wq 1002.54 "Public sewer" | Env-Wq 1002.68 "Public sewer" |
Env-Wq 1002.55 "Receiving layer" | Env-Wq 1002.69 "Receiving layer" |
Env-Wq 1002.56 "Redoximorphic features" | Env-Wq 1002.72 "Redoximorphic features" |
Env-Wq 1002.57 "Repaired or replaced" | Env-Wq 1002.74 "Repaired or replaced" |
Env-Wq 1002.58 "Residence" | Env-Wq 1002.75 "Residence" |
Env-Wq 1002.59 "Residential" | Env-Wq 1002.76 "Residential" |
Env-Wq 1002.60 "Restrictive layer" | Env-Wq 1002.77 "Restrictive layer" |
Env-Wq 1002.61 "Seasonal high water table" | Env-Wq 1002.78 "Seasonal high water table" |
Env-Wq 1002.62 "Senior housing" | Env-Wq 1002.79 "Senior housing" |
Env-Wq 1002.63 "Septic tank" | Env-Wq 1002.80 "Septic tank" |
Env-Wq 1002.64 "Shoreland frontage" | Env-Wq 1002.81 "Shoreland frontage" |
Env-Wq 1002.65 "Slope" | Env-Wq 1002.83 "Slope" |
Env-Wq 1002.66 "Small system" | Env-Wq 1002.84 "Small ISDS" |
Env-Wq 1002.67 "Soil horizon" | Env-Wq 1002.85 "Soil horizon" |
Env-Wq 1002.68 "Special flood hazard area" | Env-Wq 1002.86 "Special flood hazard area" |
Env-Wq 1002.69 "Standard dimension ratio (SDR)" | Env-Wq 1002.88 "Standard dimension ratio (SDR)" |
Env-Wq 1002.70 "State-approved" | Env-Wq 1002.89 "State-approved" |
Env-Wq 1002.71 "Steady state" | Env-Wq 1002.90 "Steady state" |
Env-Wq 1002.72 "Subdivision approval" | Env-Wq 1002.91 "Subdivision approval" |
Env-Wq 1002.73 "Test pit" | Env-Wq 1002.93 "Test pit" |
Env-Wq 1002.74 "Treatment tank" | |
Env-Wq 1002.75 "Trench system" | Env-Wq 1002.94 "Trench system" |
Env-Wq 1002.76 "Very poorly drained soils" | [entirely new definition] |
Env-Wq 1002.77 "Watercourse" | Env-Wq 1002.97 "Watercourse" |
Env-Wq 1002.78 "When land is exchanged between abutters" | |
PART Env-Wq 1003 APPLICATIONS FOR SUBDIVISION OR ISDS APPROVAL | PART Env-Wq 1003 PLANS AND SPECIFICATIONS |
Env-Wq 1003.01 Submission of Applications Required Prior to Commencement of Work | |
Env-Wq 1003.02 Agents; Preparation of Plans; Seals Required | Env-Wq 1003.01 Preparation of Plans; Seals Required |
Env-Wq 1003.03 Format of Plans | Env-Wq 1003.03 Format of Plans |
Env-Wq 1003.04 Application Fee | Env-Wq 1004.19 Fee |
Env-Wq 1003.05 Required Signatures and Certifications | Env-Wq 1003.07 Applicant's Signature Required; Certification of Accuracy |
Env-Wq 1003.08 Owner's Signature Required section heading deleted, (a)-(b) now Env-Wq 1003.05(e)-(f) | |
Env-Wq 1003.06 Information Required for Subdivision Applications | Env-Wq 1003.04 Information Required for Subdivision Applications |
Env-Wq 1003.07 Plans Required for Subdivision Applications [new section heading only] | |
Env-Wq 1003.08 Additional Requirements For Subdivisions To Be Served By A Public Water System | Env-Wq 1003.05 Information Required for Subdivision Approval when Community or Public Water Supply System Will Be Provided |
Env-Wq 1003.09 Subdivision Contracts Allowed Before Approval | Env-Wq 1004.03 Subdivision Contracts Allowed Before Approval |
Env-Wq 1003.10 Subdivision Approval Required Prior to Septic System Approval | Env-Wq 1004.04 Subdivision Approval Required Prior to Septic System Approval |
Env-Wq 1003.11 Lots or Condominiums Not Having Subdivision Approval | Env-Wq 1004.05 Lots or Condominiums Not Having Subdivision Approval |
Env-Wq 1003.12 Information Required for ISDS Applications | Env-Wq 1003.06 Information Required for ISDS Applications |
Env-Wq 1003.13 Plans Required for ISDS Applications [new section heading only] | |
Env-Wq 1003.14 Ledge Lot Specifications | Env-Wq 1003.09 Ledge Lot Specifications |
Env-Wq 1003.15 Confirmation of Public Water System Connection Required | Env-Wq 1004.01 Water Line Connection |
Env-Wq 1003.16 Additional Requirements If Encroachment Waiver Requested | Env-Wq 1003.16 Notification to Abutters |
Env-Wq 1003.17 Plan Requirements Where Encroachment Waiver(s) Requested section heading deleted; text now part of Env-Wq 1003.16 | |
PART Env-Wq 1004 APPROVALS; INSTALLATION; REPLACEMENT OF ISDS COMPONENTS; EXPANSIONS | PART Env-Wq 1004 APPROVALS |
Env-Wq 1004.01 Subdivision and ISDS Application Processing | Env-Wq 1003.02 Application Processing; Expiration of Approvals; Retention of Plans |
Env-Wq 1004.02 Executed Easements | Env-Wq 1014.08 Executed Easements |
Env-Wq 1004.03 Other State Approvals | Env-Wq 1004.14 Relation to Other State Approvals |
Env-Wq 1004.13 Approval For Water Supply section heading deleted; text now Env-Wq 1004.03(b) | |
Env-Wq 1004.04 Processing of Encroachment Waiver Applications; Criteria | Env-Wq 1003.18 Encroachment Waiver Applications |
Env-Wq 1003.19 Encroachment Waiver Criteria section heading deleted; text now part of Env-Wq 1004.04 | |
Env-Wq 1003.20 Encroachment Waiver Approvals section heading deleted; text now part of Env-Wq 1004.04 | |
Env-Wq 1004.05 Alteration of Subdivisions After Approval | Env-Wq 1003.15 Alteration of Subdivisions After Approval |
Env-Wq 1004.06 Posting of Construction Approval Required | Env-Wq 1004.02 Posting of Construction Approval |
Env-Wq 1004.07 ISDS Inspection Required | Env-Wq 1004.06 Inspection Required; Issuance of Operational Approval |
Env-Wq 1004.08 Alteration of ISDS After Construction Approval; When New Plans Required | Env-Wq 1003.14 Alteration of ISDS After Approval; When New Approval Required |
Env-Wq 1004.09 Approval to Operate for ISDS Having Multiple Connections To A Single EDA | |
Env-Wq 1004.10 Approval to Operate for P.E.-Required ISDS | Env-Wq 1004.07 Operation Approvals for P.E.-Required ISDS |
Env-Wq 1004.11 Use of Installer's Permit Number | Env-Wq 1004.08 Use of Installer's Permit Number |
Env-Wq 1004.12 Field Waivers Prohibited | Env-Wq 1004.09 Field Waivers Prohibited |
Env-Wq 1004.13 Expiration of Construction Approvals; Retention of Plans | Env-Wq 1004.11 Expiration of Construction Approvals |
Env-Wq 1004.14 Installation of Well in Undesignated Location | Env-Wq 1003.21 Designation of Well Location |
Env-Wq 1004.15 Transfer of Subdivision Approvals | Env-Wq 1004.10 Transfer of Approvals |
Env-Wq 1004.16 Transfer of Construction Approvals | Env-Wq 1004.12 Transfer of Construction Approvals |
Env-Wq 1004.17 Suspension or Revocation of Approvals | Env-Wq 1004.20 Revocation of Approvals |
Env-Wq 1004.18 Repair or Replacement of Existing Residential ISDS | Env-Wq 1003.10 Replacement of Existing Residential ISDS |
Env-Wq 1004.19 Replacement of Other Existing ISDS | Env-Wq 1003.11 Replacement of Other Existing ISDS |
Env-Wq 1004.20 Replacement of Systems in Failure; Pumping Required | Env-Wq 1003.22 Replacement of Systems in Failure; Pumping Required |
Env-Wq 1004.21 When Installation of Replacement ISDS Required | Env-Wq 1003.12 When Installation of Replacement ISDS Required |
Env-Wq 1004.22 Expansion, Relocation, or Replacement of Existing Structures | Env-Wq 1004.15 Expansion, Relocation, Remodeling, or Replacement of Existing Structures |
Env-Wq 1004.23 Expansion of Existing Use, Including Conversion to Full-Time Occupancy | Env-Wq 1004.18 Application Requirements for Expansion of Existing Use, Including Conversion to Full-time Occupancy |
Env-Wq 1004.24 Full-Time Use or Occupancy | Env-Wq 1004.17 Full-Time Use or Occupancy |
PART Env-Wq 1005 SUBDIVISIONS | PART Env-Wq 1005 SUBDIVISIONS |
Env-Wq 1005.01 Purpose | Env-Wq 1005.01 Purpose |
Env-Wq 1005.02 Lot Size | Env-Wq 1005.02 Calculating Lot Sizes |
Env-Wq 1005.03 Minimum Lot Sizes | Env-Wq 1005.03 Minimum Lot Sizes - Residential, 1 to 4 Bedrooms |
Env-Wq 1005.04 Lot Size - Commercial and Large Residential | |
Env-Wq 1005.04 Open Space/Conservation Subdivisions | Env-Wq 1005.05 Open Space/Conservation Subdivisions |
Env-Wq 1005.05 Lot Width | Env-Wq 1005.06 Lot Width |
Env-Wq 1005.06 Easements and Flowage Easements | Env-Wq 1005.07 Easements and Flowage Easements |
Env-Wq 1005.07 Test Pits and Percolation Tests for Subdivisions | Env-Wq 1005.08 Test Pits and Percolation Tests for Subdivisions |
Env-Wq 1005.08 Conversions to Condominiums | Env-Wq 1005.09 Conversions to Condominiums |
Env-Wq 1005.09 Manufactured Housing Parks | Env-Wq 1005.10 Manufactured Housing Parks |
Env-Wq 1005.10 Recreational Campgrounds | Env-Wq 1005.11 Recreational Campgrounds |
Env-Wq 1005.11 Non-Building Lots | Env-Wq 1005.12 Non-Building Lots |
PART Env-Wq 1006 TEST PITS | PART Env-Wq 1006 TEST PITS |
Env-Wq 1006.01 Location of Test Pits | Env-Wq 1006.01 Location of Test Pits |
Env-Wq 1006.02 Depth of Test Pits | Env-Wq 1006.02 Depth of Test Pits |
Env-Wq 1006.03 Size of Test Pits | Env-Wq 1006.03 Size of Test Pits |
Env-Wq 1006.04 Number of Test Pits | Env-Wq 1006.04 Number of Test Pits |
Env-Wq 1006.05 Test Pit Soil Description | Env-Wq 1006.05 Test Pit Soil Description |
Env-Wq 1006.06 Recordation, Submission, and Verification of Test Pit Data | Env-Wq 1006.06 Recordation, Submission, and Verification of Test Pit Data |
Env-Wq 1006.07 Refill of Test Pits | Env-Wq 1006.07 Refill of Test Pits |
Env-Wq 1006.08 Additional Test Pits Required | Env-Wq 1006.08 Additional Test Pits Required |
PART Env-Wq 1007 PERCOLATION TEST | PART Env-Wq 1007 PERCOLATION TEST |
Env-Wq 1007.01 Location of Percolation Test | Env-Wq 1007.01 Location of Percolation Test |
Env-Wq 1007.02 Depth of Percolation Test | Env-Wq 1007.02 Depth of Percolation Test |
Env-Wq 1007.03 Distance from Test Pits | Env-Wq 1007.03 Distance from Test Pits |
Env-Wq 1007.04 Size of Test Hole | Env-Wq 1007.04 Size of Test Hole |
Env-Wq 1007.05 Percolation Test Procedures | Env-Wq 1007.05 Percolation Test Procedures |
Env-Wq 1007.06 Percolation Tests in Sandy Soils | Env-Wq 1007.06 Percolation Tests in Sandy Soils |
Env-Wq 1007.07 Size of Bed | Env-Wq 1007.07 Size of Bed |
PART Env-Wq 1008 DESIGN REQUIREMENTS FOR ALL SYSTEMS | PART Env-Wq 1008 DESIGN REQUIREMENTS FOR ALL SYSTEMS |
Env-Wq 1008.01 Lot Loading | Env-Wq 1008.01 Lot Loading Capacity |
Env-Wq 1008.02 System Capacity; Number of EDAs; Minimum Design Flow | Env-Wq 1008.02 System Capacity |
Env-Wq 1008.03 Daily Flow Volume | Env-Wq 1008.03 Daily Flow Volume |
Env-Wq 1008.04 Minimum Distances | Env-Wq 1008.04 Minimum Distances |
Env-Wq 1008.05 Nitrate Setbacks to Property Lines | Env-Wq 1008.05 Nitrate Setbacks to Property Lines |
Env-Wq 1008.06 Protective Well Radii - Distance | Env-Wq 1008.06 Protective Well Radii - Distance |
Env-Wq 1008.07 Protective Well Radii - Uses | Env-Wq 1008.07 Protective Well Radii - Uses |
Env-Wq 1008.08 Recognized Extent of Protective Well Radii | Env-Wq 1008.08 Recognized Extent of Protective Well Radii |
Env-Wq 1008.09 Overlapping Protective Well Radii | Env-Wq 1008.09 Overlapping Protective Well Radii |
Env-Wq 1008.10 Non-conforming Protective Well Radii | Env-Wq 1008.10 Non-conforming Protective Well Radii |
Env-Wq 1008.11 Recordation of Descriptive Location of Well | Env-Wq 1008.11 Recordation of Descriptive Location of Well |
Env-Wq 1008.12 Standard Release Form for Protective Well Radii | Env-Wq 1008.12 Standard Release Form for Protective Well Radii |
Env-Wq 1008.13 Easements and Flowage Easements | |
PART Env-Wq 1009 SEWER LINES | PART Env-Wq 1009 SEWER LINES |
Env-Wq 1009.01 Sewer Line Composition | |
Env-Wq 1009.02 Crossing Water Lines | Env-Wq 1009.01 Crossing Water Lines |
Env-Wq 1009.03 Manholes and Clean-outs in Long Runs | Env-Wq 1009.02 Manholes and Clean-outs in Long Runs |
Env-Wq 1009.04 Pipe Under Wheel Loads | Env-Wq 1009.03 Pipe Under Wheel Loads |
Env-Wq 1009.05 Calculating Infiltration | Env-Wq 1009.04 Calculating Infiltration |
Env-Wq 1009.06 Slope of Pipe | Env-Wq 1009.05 Slope of Pipe |
Env-Wq 1009.07 Plumbing Code | |
PART Env-Wq 1010 SEPTIC TANKS | PART Env-Wq 1010 SEPTIC TANKS |
Env-Wq 1010.01 Liquid Capacity of Septic Tanks: Residential Up To 10 Bedrooms | Env-Wq 1010.01 Liquid Capacity of Septic Tanks: Residential Up To 10 Bedrooms |
Env-Wq 1010.02 Septic Tank Capacity for Commercial and Large Residential Structures | Env-Wq 1010.02 Septic Tank Capacity for Commercial and Large Residential Structures |
Env-Wq 1010.03 Water-Tightness of Septic Tanks | Env-Wq 1010.03 Water-tightness of Septic Tanks |
Env-Wq 1010.04 Backfill and Bedding For Septic Tanks | Env-Wq 1010.04 Backfill and Bedding For Septic Tanks |
Env-Wq 1010.05 Access to Interior of Septic Tank | Env-Wq 1010.05 Access to Interior of Septic Tank |
Env-Wq 1010.06 Septic Tank Design Requirements | Env-Wq 1010.06 Septic Tank Design Requirements |
Env-Wq 1010.07 Inlet and Outlet Baffles | Env-Wq 1010.07 Inlet and Outlet Baffles |
Env-Wq 1010.08 Pipe to Tank Connections | Env-Wq 1010.08 Pipe to Tank Connections |
Env-Wq 1010.09 Storage Above Liquid Level; Septic Tank Dimensions | Env-Wq 1010.09 Storage Above Liquid Level; Septic Tank Dimensions |
Env-Wq 1010.10 Liquid Depth | Env-Wq 1010.10 Liquid Depth |
Env-Wq 1010.11 Compartments | Env-Wq 1010.11 Compartments |
Env-Wq 1010.12 Multiple Tanks | Env-Wq 1010.12 Multiple Tanks |
Env-Wq 1010.13 Ledge Tanks | Env-Wq 1010.13 Ledge Tanks |
Env-Wq 1010.14 Replacement of Septic Tanks | Env-Wq 1010.14 Replacement of Septic Tanks |
PART Env-Wq 1011 AERATION TANKS | PART Env-Wq 1011 AERATION TANKS |
Env-Wq 1011.01 Use of Aeration Tanks | Env-Wq 1011.01 Use of Aeration Tanks |
Env-Wq 1011.02 Service Contract | Env-Wq 1011.02 Service Contract |
PART Env-Wq 1012 GRAVITY GREASE INTERCEPTORS AND FLOOR DRAINS | PART Env-Wq 1012 GREASE TRAPS AND FLOOR DRAINS |
Env-Wq 1012.01 Gravity Grease Interceptors Required | Env-Wq 1012.01 Grease Traps Required |
Env-Wq 1012.02 Gravity Grease Interceptor Design Requirements | Env-Wq 1012.02 Grease Trap Size |
Env-Wq 1012.03 Access to Interior of Gravity Grease Interceptor | |
Env-Wq 1012.04 Backfill and Bedding For Gravity Grease Interceptors | |
Env-Wq 1012.05 Floor Drains | Env-Wq 1012.03 Floor Drains |
PART Env-Wq 1013 SEWAGE PUMPS AND SIPHONS | PART Env-Wq 1013 SEWAGE PUMPS AND SIPHONS |
Env-Wq 1013.01 Pump Alarms | Env-Wq 1013.01 Pump Alarms |
Env-Wq 1013.02 Pump Chamber | Env-Wq 1013.02 Pump Chamber |
Env-Wq 1013.03 Siphons | Env-Wq 1013.03 Siphons |
Env-Wq 1013.04 Wiring for Pumps and Alarms | |
PART Env-Wq 1014 EFFLUENT DISPOSAL AREAS: SOILS, SET-BACKS | PART Env-Wq 1014 EFFLUENT DISPOSAL AREAS - GENERAL SITING REQUIREMENTS |
Env-Wq 1014.01 Definitions [new section heading only] | |
(a) "Aquic conditions" | Env-Wq 1002.03 "Aquic conditions" |
(b) "B horizon" | Env-Wq 1002.04 "B horizon" |
(c) "Bs horizon" | Env-Wq 1002.06 "Bs horizon" |
(d) "Bh or Bhs horizon" | Env-Wq 1002.07 "Bh or Bhs horizon" |
(e) "Chroma" | Env-Wq 1002.11 "Chroma" |
(f) "E horizon" | Env-Wq 1002.25 "E horizon" |
(g) "Gleyed matrix" | Env-Wq 1002.33 "Gleyed matrix" |
(h) "Matrix" | Env-Wq 1002.53 "Matrix" |
(i) "Mineral soil surface" | Env-Wq 1002.54 "Mineral soil surface" |
(j) "Mottles" | Env-Wq 1002.55 "Mottles" |
(k) "Redox depletions" | Env-Wq 1002.71 "Redox depletions" |
(l) "Spodic horizon" | Env-Wq 1002.87 "Spodic horizon" |
(m) "Value" | Env-Wq 1002.95 "Value" |
Env-Wq 1014.02 Poorly Drained Soils | Env-Wq 1002.64 "Poorly Drained Soils" |
Env-Wq 1014.03 Very Poorly Drained Soils | Env-Wq 1002.96 "Very poorly drained soils" |
Env-Wq 1014.04 Receiving Layer | Env-Wq 1014.01 Receiving Layer |
Env-Wq 1014.05 Basis for Poorly and Very Poorly Drained Soils | Env-Wq 1014.02 Basis for Poorly and Very Poorly Drained Soils |
Env-Wq 1014.06 Delineation of Wetlands; Hydric Soils Determinations | Env-Wq 1014.03 Delineation of Wetlands; Hydric Soils Determinations |
Env-Wq 1014.07 Distance Above Impermeable Substratum | Env-Wq 1014.04 Distance Above Impermeable Substratum |
Env-Wq 1014.08 Distance Above Seasonal High Water Table | Env-Wq 1014.05 Distance Above Seasonal High Water Table |
Env-Wq 1014.09 Separation Distances on Sloping Sites | Env-Wq 1014.06 Separation Distances on Sloping Sites |
Env-Wq 1014.10 Spot Elevations Required for Systems on Slopes | Env-Wq 1014.07 Spot Elevations Required for Systems on Slopes |
Env-Wq 1014.11 Water Table Less Than 15 Inches | Env-Wq 1014.09 Water Table Less Than 15 Inches |
PART Env-Wq 1015 DISTRIBUTION BOXES | PART Env-Wq 1015 DISTRIBUTION BOXES |
Env-Wq 1015.01 Distribution Boxes | Env-Wq 1015.01 Distribution Boxes |
Env-Wq 1015.02 Velocity Reducing Devices | Env-Wq 1015.02 Velocity Reducing Devices |
Env-Wq 1015.03 Multiple Beds | Env-Wq 1015.03 Multiple Beds |
PART Env-Wq 1016 CONSTRUCTION REQUIREMENTS FOR ALL EDA | PART Env-Wq 1016 CONSTRUCTION REQUIREMENTS FOR ALL EDA |
Env-Wq 1016.01 Bed Size for Conventional Stone and Pipe Systems | Env-Wq 1016.01 Bed Size for Conventional Stone and Pipe Systems |
Env-Wq 1016.02 Bed Size for Chamber Systems | Env-Wq 1016.02 Bed Size for Chamber Systems |
Env-Wq 1016.03 Excavation | Env-Wq 1016.03 Excavation |
Env-Wq 1016.04 Type of Stone for Conventional Stone-and-Pipe Beds or Trenches | Env-Wq 1016.04 Type of Stone for Conventional Stone-and-Pipe Beds or Trenches |
Env-Wq 1016.05 Backfill of Conventional Pipe-and-Stone Beds | Env-Wq 1016.05 Backfill of Conventional Pipe-and-Stone Beds |
Env-Wq 1016.06 Type of Sand for Chamber and LDGP Systems | Env-Wq 1016.06 Type of Sand for Chamber and LDGP Systems |
Env-Wq 1016.07 Backfill of Chamber and LDGP Beds | Env-Wq 1016.07 Backfill of Chamber and LDGP Beds |
Env-Wq 1016.08 Storm Runoff | Env-Wq 1016.08 Storm Runoff |
Env-Wq 1016.09 Vehicular Traffic | Env-Wq 1016.09 Vehicular Traffic |
PART Env-Wq 1017 EFFLUENT CONDUITS | PART Env-Wq 1017 LEACH LINES |
Env-Wq 1017.01 Installation Requirements | Env-Wq 1017.01 Installation Requirements |
Env-Wq 1017.02 Concrete Chambers | Env-Wq 1017.02 Concrete Chambers |
Env-Wq 1017.03 Venting for Chamber Systems | Env-Wq 1017.03 Venting for Chamber Systems |
Env-Wq 1017.04 Location Under Driveways | Env-Wq 1017.04 Location Under Driveways |
Env-Wq 1017.05 Requirements for All Effluent Conduits | Env-Wq 1017.05 Requirements for All Leach Lines |
Env-Wq 1017.06 Effluent Conduits for Conventional Pipe-and-Stone Systems | Env-Wq 1017.06 Conventional Pipe-and-Stone System Leach Lines |
PART Env-Wq 1018 BEDS AND TRENCHES | PART Env-Wq 1018 BEDS AND TRENCHES |
Env-Wq 1018.01 Construction of Beds | Env-Wq 1018.01 Construction of Beds |
Env-Wq 1018.02 Trench Orientation | Env-Wq 1018.02 Trench Orientation |
Env-Wq 1018.03 Width and Spacing of Trenches | Env-Wq 1018.03 Width and Spacing of Trenches |
Env-Wq 1018.04 Construction of Trenches Near Trees | Env-Wq 1018.04 Construction of Trenches Near Trees |
Env-Wq 1018.05 Size of Effluent Disposal Area for Trench Systems | Env-Wq 1018.05 Size of Effluent Disposal Area for Trench Systems |
PART Env-Wq 1019 PRESSURE DISTRIBUTION | PART Env-Wq 1019 PRESSURE DISTRIBUTION |
Env-Wq 1019.01 Pressurized Distribution System | Env-Wq 1019.01 Pressurized Distribution System |
Env-Wq 1019.02 Design Requirements | Env-Wq 1019.02 Design Requirements |
Env-Wq 1019.03 Mounding Minimization | Env-Wq 1019.03 Mounding Minimization |
Env-Wq 1019.04 Application Requirements | Env-Wq 1019.04 Application Requirements |
Env-Wq 1019.05 Construction Requirements | Env-Wq 1019.05 Construction Requirements |
PART Env-Wq 1020 DRY WELLS | PART Env-Wq 1020 DRY WELLS |
Env-Wq 1020.01 Masonry Units | Env-Wq 1020.01 Masonry Units |
Env-Wq 1020.02 Stone | Env-Wq 1020.02 Stone |
Env-Wq 1020.03 Distance Between Dry Wells | Env-Wq 1020.03 Distance Between Dry Wells |
Env-Wq 1020.04 Sizing of Effluent Disposal Area | Env-Wq 1020.04 Sizing of Effluent Disposal Area |
Env-Wq 1020.05 Abandoned Dry Wells | Env-Wq 1020.05 Abandoned Dry Wells |
Env-Wq 1020.06 Precast Units | Env-Wq 1020.06 Precast Units |
PART Env-Wq 1021 RAISED EFFLUENT DISPOSAL AREAS | PART Env-Wq 1021 RAISED EFFLUENT DISPOSAL AREAS |
Env-Wq 1021.01 Building Foundation | Env-Wq 1021.01 Building Foundation |
Env-Wq 1021.02 Site Preparation | Env-Wq 1021.02 Site Preparation |
Env-Wq 1021.03 Fill Material | Env-Wq 1021.03 Fill Material |
Env-Wq 1021.04 Fill Extension; Side Slopes | Env-Wq 1021.04 Fill Extension; Side Slopes |
Env-Wq 1021.05 Slope of Site for Raised EDA | Env-Wq 1021.05 Slope of Site for Raised EDA |
Env-Wq 1021.06 Retaining Walls Prohibited | Env-Wq 1021.06 Retaining Walls Prohibited |
PART Env-Wq 1022 ALTERNATE SYSTEMS | PART Env-Wq 1022 ALTERNATE SYSTEMS |
Env-Wq 1022.01 Privies | Env-Wq 1022.01 Privies |
Env-Wq 1022.02 Mini-Dry Wells for Gray Water | Env-Wq 1022.02 Mini-Dry Wells for Gray Water |
Env-Wq 1022.03 Holding Tanks | Env-Wq 1022.03 Holding Tanks |
Env-Wq 1022.04 Disposal of Residential Water Treatment Backwash | Env-Wq 1022.04 Disposal of Residential Water Treatment Backwash |
PART Env-Wq 1023 OPERATING REQUIREMENTS | PART Env-Wq 1023 OPERATING REQUIREMENTS |
Env-Wq 1023.01 Septic Tank Inspection and Pumping Requirements | Env-Wq 1023.01 Septic Tank Inspection and Pumping Requirements |
Env-Wq 1023.02 Gravity Grease Interceptor Inspection and Pumping Requirements | Env-Wq 1023.02 Grease Trap Inspection and Pumping Requirements |
Env-Wq 1023.03 Disposal of Grease; Disposal of Bulky Waste Prohibited | Env-Wq 1023.02 Disposal of Grease and Bulky Waste |
Env-Wq 1023.04 Disposal of Toxic and Hazardous Materials Prohibited | Env-Wq 1023.03 Disposal of Toxic and Hazardous Materials |
Env-Wq 1023.05 Protection of Distribution Lines and Effluent Disposal Area | Env-Wq 1023.04 Protection of Distribution Lines and Effluent Disposal Area |
Env-Wq 1023.06 Indications of Possible Septic System Failure Requiring Inspection | Env-Wq 1023.05 Indications of Possible Septic System Failure Requiring Inspection |
PART Env-Wq 1024 INNOVATIVE/ ALTERNATIVE TECHNOLOGY | PART Env-Wq 1024 INNOVATIVE/ ALTERNATIVE TECHNOLOGY |
Env-Wq 1024.01 Purpose and Scope | Env-Wq 1024.01 Purpose and Scope |
Env-Wq 1024.02 Definitions | Env-Wq 1024.02 Definitions |
Env-Wq 1024.03 Use, Repair, and Replacement of Innovative/Alternative Technology | Env-Wq 1024.03 Use, Repair, and Replacement of Innovative/Alternative Technology |
Env-Wq 1024.04 Types of ITA | Env-Wq 1024.04 Types of ITA |
Env-Wq 1024.05 Applications for Provisional ITA | Env-Wq 1024.05 Applications for Provisional ITA |
Env-Wq 1024.06 Review of Applications for Provisional ITA | Env-Wq 1024.06 Review of Applications for Provisional ITA |
Env-Wq 1024.07 Applications for General ITA or General ITA with Conditions | Env-Wq 1024.07 Applications for General ITA or General ITA with Conditions |
Env-Wq 1024.08 Review of Applications for General ITA and General ITA with Conditions | Env-Wq 1024.08 Review of Applications for General ITA and General ITA with Conditions |
Env-Wq 1024.09 Effect of an ITA; Recordation Required | Env-Wq 1024.09 Effect of an ITA |
Env-Wq 1024.10 Evaluation Criteria - Effluent Disposal Area | Env-Wq 1024.10 Evaluation Criteria |
Env-Wq 1024.11 Evaluation Criteria - Treatment Tanks | |
Env-Wq 1024.12 Performance Testing | Env-Wq 1024.11 Performance Testing |
Env-Wq 1024.13 Updated Design Manuals | Env-Wq 1024.12 Updated Design Manuals |
PART Env-Wq 1025 WATERFRONT PROPERTY SITE ASSESSMENT STUDY | PART Env-Wq 1025 WATERFRONT PROPERTY SITE ASSESSMENT STUDY |
Env-Wq 1025.01 Conduct and Documentation of Site Assessment Study | Env-Wq 1025.01 Conduct and Documentation of Site Assessment Study |
Env-Wq 1025.02 Site Assessors | Env-Wq 1025.02 Site Assessors |
Env-Wq 1025.03 Site Assessment Form: Availability | Env-Wq 1025.03 Site Assessment Form: Availability |
Env-Wq 1025.04 Site Assessment Form: Content | Env-Wq 1025.04 Site Assessment Form: Content |
Env-Wq 1025.05 Attachments to Site Assessment Form | Env-Wq 1025.05 Attachments to Site Assessment Form |
Env-Wq 1025.06 Site Assessment Sketch | Env-Wq 1025.06 Site Assessment Sketch |
Env-Wq 1025.07 Site Assessment Study Updates | Env-Wq 1025.07 Site Assessment Study Updates |
Env-Wq 1025.08 Signature of Buyer(s) Required | Env-Wq 1025.08 Signature of Buyer(s) Required |
N.H. Admin. Code Env, Env-Wq, ch. Env-Wq 1000, app G