10 CSR Tables

Table 3.1 Specific setback distances for wells from pollution or contamination sources. Feature requiring setback Minimum horizontal distance Storage area for commercial fertilizers or chemicals 300’ Demolition landfill 300’ Wastewater treatment plant or lagoon that serves commercial facilities, subdivisions, or mobile home parks 300’ Above ground or underground storage tank1, 2 300’ Tank distribution lines for liquid petroleum, petroleum products, or chemicals1, 2 300’ Earthen, concrete, or other manure storage structures or lagoons 300’ Land application areas for domestic or animal waste 300’ Animal composting facilities 300’ Unplugged abandoned wells 100’ Subsurface wastewater disposal field, grave, residential lagoon, privy, lift station, or pressurized sewer line 100’ Animal Feeding Operation (AFO)4 100’ An animal composting facility constructed with a concrete floor cell design covered with a roof 100’ Dry litter storage within a building 100’ Other areas with contaminants that may leach into the groundwater 100’ Septic tank or wastewater holding tank 50’ Pit or cistern 50’ Existing operating well 50’ Non-pressurized buried sewer line 25’ Solid waste disposal area, sanitary landfill, special waste landfill, utility waste landfill, waste stabilization pond (lagoon), or hazardous waste treatment, storage, or disposal facility3 1000’ 1. Any well that cannot meet setback distances for petroleum distribution site shall meet the well construction requirements for a High Yield Bedrock well pursuant to 10 CSR 233.030(3). 2. Petroleum or petroleum products that are not liquid at standard temperatures and pressures are exempt from these setback requirements. 3. A safe distance cannot be determined. Any well that intercepts leachates from a waste landfill or waste stabilization pond (lagoon) shall be plugged unless it is approved by the Department for use as a monitoring well. 4. Has the same meaning as defined in 10 CSR 20-6.300. Table 3.2 Minimum standards for steel casing. Nominal Pipe Outside Diameter Wall Thickness (Inches) (Inches) (Inches) (Weight/Foot) 6 6 5⁄8 0.188 13 8 85⁄8 0.188 17 10 103⁄4 0.188 21 12 123⁄4 0.188 25 14 14 0.188 28 16 16 0.188 32 Table 3.3 Minimum Cure Times for Grout Grout Type Minimum Cure Time (hours) Hi early cement 12 Portland Type I cement 72 Chipped Bentonite 4 High Solids Bentonite Slurry * *Follow manufacturer’s guidelines. Cure time will vary based on additives. Table 3.4 Minimum standards for plastic casing. Nominal Pipe Outside Diameter Standard Dimension Ratio Schedule (Inches) (Inches) (SDR) (SCH) 6 6 5⁄8 26 40 Table 3.5 Maximum Gravity Grouting Depths Borehole Size Outside Diameter of Casing Annular Space Gravity Feed Depth (inches) (inches) (inches) (feet) 8 5⁄8 6 5⁄8 1 100 8 3⁄4 6 5⁄8 1 1/16 106 8 7⁄8 6 5⁄8 1 1⁄8 112 9 6 5⁄8 1 3/16 119 9 1⁄8 6 5⁄8 1 1⁄4 125 9 1⁄4 6 5⁄8 1 5/16 131 9 3⁄8 6 5⁄8 1 3⁄8 137 9 1⁄2 6 5⁄8 2 7⁄8 144 9 5⁄8 6 5⁄8 3 150 9 3⁄4 6 5⁄8 3 1⁄8 156 9 7⁄8 6 5⁄8 3 1⁄4 162 10 6 5⁄8 3 3⁄8 169 10 1⁄8 6 5⁄8 3 1⁄2 175 10 1⁄4 6 5⁄8 3 5⁄8 181 10 3⁄8 6 5⁄8 3 3⁄4 187 10 1⁄2 6 5⁄8 3 7⁄8 193 10 5⁄8 6 5⁄8 4 200 Table 3.6 Minimum steel casing requirements for high yield bedrock wells and high yield unconsolidated wells two hundred feet (200’) or more in depth. Nominal Pipe (inches) Outside Diameter (inches) Wall Thickness (inches) Weight per foot (lbs.) 6 6 5⁄8 0.280 19 8 8 5⁄8 0.322 29 10 10 3⁄4 0.365 40 12 12 3⁄4 0.375 50 14 14 0.375 55 16 16 0.375 63 18 18 0.375 71 20 20 0.375 79 22 22 0.500 115 24 24 0.500 125 26 26 0.500 136 28 28 0.500 147 30 30 0.500 158 32 32 0.500 168 34 34 0.500 179 36 36 0.500 190 Table 3.8 Minimum liner specifications. Material Wall thickness (inches) Standard Dimension Ratio (SDR) Schedule (SCH) Steel 0.188 - - Plastic (PVC or ABS only)1 - 26 40 1 Shall meet ASTM standards. Table 3.9 Minimum number of bags of grout to achieve an annular grout seal of thirty feet (30’) for lining water wells. Borehole Diameter (inches) 6 8 10 6 8 10 Outer Diameter of Liner (inches) Type of Grout 41⁄2” 5” CEMENT Portland Type I 2.2 6.1 11.2 1.5 5.5 10.5 Portland Type II 2.2 6.1 11.2 1.5 5.5 10.5 BENTONITE Pellets 1⁄2” Baroid Pellets 3.5 9.7 17.8 2.5 8.7 16.7 3/8” Baroid Pellets 3.7 10.3 18.7 2.6 9.2 17.6 1⁄4” Baroid Pellets 3.7 10.2 18.6 2.6 9.1 17.5 Wyo-bend Tablets 3.9 10.8 19.7 2.7 9.6 18.5 Volclay 1⁄2” 3.9 10.9 19.9 2.7 9.7 18.7 Volclay 3/8” 4.1 11.3 20.6 2.8 10.1 19.3 Volclay 1⁄4” 4.2 11.6 21.2 2.9 10.4 20.0 Table 3.10 All Drilling Areas (Bedrock Water Wells). Minimum Number of Bags of Grout Required in Annular Space (Ann.) or Open Hole (O.H.) for Sealing Casing with a Minimum Grout Seal of Thirty Feet (30’). CASING OUTER DIAMETER 6 5⁄8” (6” NOMINAL) – APPLIES TO ALL DRILLING AREAS Type of Grout Borehole Diameter (inches) 8 5⁄8 8 3⁄4 9 9 1⁄2 10 10 5⁄8 12 5⁄8 Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. CEMENT Portland Type I 4.3 10.4 4.6 10.7 5.2 11.3 6.5 12.6 7.8 14.0 9.6 15.8 16.2 22.3 Portland Type III 4.3 10.4 4.6 10.7 5.2 11.3 6.5 12.6 7.8 14.0 9.6 15.8 16.2 22.3 BENTONITE Pellets 1⁄2” Baroid Pellets 6.8 16.6 7.3 17.1 8.3 18.0 10.3 20.1 12.5 22.3 15.4 25.2 25.7 35.5 3⁄8” Baroid Pellets 7.2 17.5 7.7 18.0 8.7 19.0 10.9 21.2 13.2 23.5 16.2 26.5 27.1 37.4 1⁄4”Baroid Pellets 7.1 17.4 7.6 17.9 8.7 18.9 10.8 21.1 13.1 23.4 16.1 26.4 27.0 37.3 Wyo-Bend Tablets 7.5 18.4 8.1 18.9 9.2 20.0 11.4 22.3 13.9 24.7 17.0 27.9 28.5 39.3 Volclay 1⁄2” 7.6 18.6 8.2 19.1 9.3 20.2 11.6 22.6 14.0 25.0 17.2 28.2 28.9 39.8 Volclay 3⁄8” 7.9 19.2 8.4 19.7 9.6 20.9 12.0 23.3 14.5 25.8 17.8 29.1 29.8 41.1 Volclay 1⁄4” 8.1 19.8 8.7 20.4 9.9 21.6 12.3 24.0 14.9 26.6 18.4 30.0 30.8 42.4 Chips Baroid HolePlug 7.2 17.7 7.8 18.2 8.8 19.2 11.0 21.4 13.3 23.7 16.4 26.8 27.4 37.8 Wyo-Bend Coarse 6.1 14.8 6.5 15.2 7.4 16.1 9.2 18.0 11.2 19.9 13.7 22.5 23.0 31.7 Wyo-Bend Medium 6.3 15.3 6.7 15.7 7.6 16.7 9.5 18.6 11.5 20.6 14.2 23.2 23.8 32.8 Volclay Coarse 6.7 16.4 7.2 16.8 8.2 17.8 10.2 19.9 12.3 22.0 15.2 24.8 25.4 35.1 Volclay Medium 6.9 16.8 7.4 17.3 8.4 18.3 10.5 20.4 12.7 22.6 15.6 25.5 26.1 36.0 Granular Benseal 6.3 15.3 6.7 15.8 7.7 16.7 9.6 18.6 11.6 20.6 14.2 23.3 23.8 32.9 Wyo-bend No. 8 6.1 14.8 6.5 15.2 7.4 16.1 9.2 18.0 11.2 19.9 13.7 22.5 23.0 31.7 Wyo-bend No. 16 6.1 14.8 6.5 15.2 7.4 16.1 9.2 18.0 11.2 19.9 13.7 22.5 23.0 31.7 Slurry Baroid 1.5 3.6 1.6 3.7 1.8 3.9 2.3 4.4 2.7 4.9 3.4 5.5 5.6 7.7 Hi-yield 1.1 2.7 1.2 2.8 1.3 2.9 1.7 3.3 2.0 3.6 2.5 4.1 4.2 5.8 Wyo-bend 1.6 3.8 1.7 3.9 1.9 4.2 2.4 4.6 2.9 5.1 3.6 5.8 5.9 8.2 Volclay 1.4 3.5 1.5 3.6 1.7 3.8 2.2 4.2 2.6 4.6 3.2 5.3 5.4 7.4 Table 3.11 All Drilling Areas (Unconsolidated Water Wells). Minimum Number of Bags of Grout Required in Annular Space (Ann.) or Open Hole (O.H.) for Sealing Casing with a Minimum Upper Grout Seal of Twenty Feet (20’). CASING OUTER DIAMETER 6 5⁄8” (6” NOMINAL) – APPLIES TO ALL DRILLING AREAS Type of Grout Borehole Diameter (inches) 10 5⁄8 12 5⁄8 14 5⁄8 16 18 20 24 Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. CEMENT Portland Type I 6.4 10.5 10.8 14.9 15.9 20.0 19.8 23.9 26.1 30.2 33.2 37.3 49.6 53.7 Portland Type III 6.4 10.5 10.8 14.9 15.9 20.0 19.8 23.9 26.1 30.2 33.2 37.3 49.6 53.7 BENTONITE Pellets 1⁄2” Baroid Pellets 10.3 16.8 17.2 23.7 25.3 31.8 31.5 38.0 41.6 48.1 52.9 59.4 79.0 85.6 3⁄8” Baroid Pellets 10.8 17.7 18.1 25.0 26.6 33.5 33.2 40.1 43.8 50.7 55.7 62.6 83.3 90.2 1⁄4”Baroid Pellets 10.8 17.6 18.0 24.9 26.5 33.4 33.0 39.9 43.6 50.5 55.5 62.3 82.9 89.8 Wyo-Bend Tablets 11.4 18.6 19.0 26.3 28.0 35.2 34.9 42.1 46.1 53.3 58.6 65.8 87.6 94.8 Volclay 1⁄2” 11.5 18.8 19.3 26.6 28.3 35.7 35.3 42.7 46.7 54.0 59.3 66.7 88.7 96.0 Volclay 3⁄8” 11.9 19.4 19.9 27.4 29.2 36.8 36.4 44.0 48.1 55.7 61.2 68.8 91.4 99.0 Volclay 1⁄4” 12.2 20.0 20.5 28.3 30.2 38.0 37.6 45.4 49.7 57.5 63.2 71.0 94.4 102.2 Chips Baroid HolePlug 10.9 17.9 18.3 25.2 26.9 33.9 33.6 40.5 44.3 51.3 56.3 63.3 84.2 91.1 Wyo-Bend Coarse 9.2 15.0 15.3 21.2 22.6 28.4 28.1 34.0 37.2 43.0 47.3 53.1 70.6 76.4 Wyo-Bend Medium 9.5 15.5 15.9 21.9 23.3 29.4 29.1 35.1 38.4 44.4 48.8 54.9 73.0 79.0 Volclay Coarse 10.1 16.6 17.0 23.4 24.9 31.4 31.1 37.5 41.1 47.5 52.2 58.7 78.0 84.5 Volclay Medium 10.4 17.0 17.4 24.0 25.6 32.3 32.0 38.6 42.2 48.8 53.7 60.3 80.2 86.8 Granular Benseal 9.5 15.5 15.9 21.9 23.4 29.4 29.2 35.2 38.5 44.6 49.0 55.0 73.2 79.2 Wyo-bend No. 8 9.2 15.0 15.3 21.2 22.6 28.4 28.1 34.0 37.2 43.0 47.3 53.1 70.6 76.4 Wyo-bend No. 16 9.2 15.0 15.3 21.2 22.6 28.4 28.1 34.0 37.2 43.0 47.3 53.1 70.6 76.4 Slurry Baroid 2.2 3.7 3.7 5.2 5.5 6.9 6.9 8.3 9.1 10.5 11.5 13.0 17.2 18.7 Hi-yield 1.7 2.7 2.8 3.9 4.1 5.2 5.1 6.2 6.8 7.8 8.6 9.7 12.9 13.9 Wyo-bend 2.4 3.9 4.0 5.5 5.8 7.3 7.3 8.8 9.6 11.1 12.2 13.7 18.2 19.7 Volclay 2.1 3.5 3.6 4.9 5.3 6.6 6.6 7.9 8.7 10.0 11.0 12.4 16.5 17.8 Table 3.12 Drilling Areas 3 and 4 (Bedrock or Shallow Bedrock Wells Method 1 Using Five and One-half Inch (5 1⁄2”) Casing Diameter). Minimum Number of Bags of Grout Required in Annular Space (Ann.) or Open Hole (O.H.) for Sealing Casing with a Minimum Grout Seal of Thirty Feet (30’). CASING OUTER DIAMETER 5 1⁄2” (5” NOMINAL) – APPLIES TO DRILLING AREAS 3 AND 4 ONLY Type of Grout Borehole Diameter (inches) 9 1⁄2 10 10 5⁄8 Ann. O.H. Ann. O.H. Ann. O.H. CEMENT Portland Type I 8.4 12.6 9.8 14.0 11.6 15.8 Portland Type III 8.4 12.6 9.8 14.0 11.6 15.8 BENTONITE Pellets 1⁄2” Baroid Pellets 13.4 20.1 15.5 22.3 18.4 25.2 3⁄8” Baroid Pellets 14.1 21.2 16.4 23.5 19.4 26.5 1⁄4” Baroid Pellets 14.0 21.1 16.3 23.4 19.3 26.4 Wyo-Bend Tablets 14.8 22.3 17.2 24.7 20.4 27.9 Volclay 1⁄2” 15.0 22.6 17.4 25.0 20.7 28.2 Volclay 3⁄8” 15.5 23.3 18.0 25.8 21.3 29.1 Volclay 1⁄4” 16.0 24.0 18.6 26.6 22.0 30.1 Chips Baroid Hole Plug 14.2 21.4 16.6 23.7 19.6 26.8 Wyo-Bend Coarse 11.9 18.0 13.9 19.9 16.5 22.5 Wyo-Bend Medium 12.3 18.6 14.3 20.6 17.0 23.2 Volclay Coarse 13.2 19.9 15.3 22.0 18.2 24.9 Volclay Medium 13.6 20.4 15.8 22.6 18.7 25.5 Granular Benseal 12.4 18.6 14.4 20.6 17.1 23.3 Wyo-bend No. 8 11.9 18.0 13.9 19.9 16.5 22.5 Wyo-bend No. 16 11.9 18.0 13.9 19.9 16.5 22.5 Slurry Baroid 2.9 4.4 3.4 4.9 4.0 5.5 Hi-yield 2.2 3.3 2.5 3.6 3.0 4.1 Wyo-Bend 3.1 4.6 3.6 5.1 4.3 5.8 Volclay 2.8 4.2 3.2 4.6 3.8 5.3 Table 3.13 Drilling Areas 3 and 4 (Unconsolidated or Shallow Bedrock Water Wells Method 2 Using Five and One-half Inch (5 1⁄2”) Casing Diameter). Minimum Number of Bags of Grout Required in the Annular Space (Ann.) or Open Hole (O.H.) for Sealing Casing for with a Minimum Upper Grout Seal of Twenty (20’). CASING OUTER DIAMETER 5 1⁄2” (5” NOMINAL) – APPLIES TO DRILLING AREAS 3 AND 4 ONLY. Type of Grout Borehole Diameter (inches) 10 5⁄8 12 5⁄8 14 5⁄8 16 18 20 24 Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. Ann. O.H. CEMENT Portland Type I 7.7 10.5 12.1 14.9 17.1 20.0 20.0 23.9 27.4 30.2 34.5 37.3 50.9 53.7 Portland Type III 7.7 10.5 12.1 14.9 17.1 20.0 20.0 23.9 27.4 30.2 34.5 37.3 50.9 53.7 BENTONITE Pellets 1⁄2” Baroid Pellets 12.3 16.8 19.2 23.7 27.3 31.8 31.5 38.0 43.6 48.1 54.9 59.4 81.1 85.6 3⁄8” Baroid Pellets 13.0 17.7 20.2 25.0 28.8 33.5 33.2 40.1 46.0 50.7 57.9 62.6 85.4 90.2 1⁄4”Baroid Pellets 12.9 17.6 20.1 24.9 28.6 33.4 33.1 39.9 45.8 50.5 57.6 62.3 85.0 89.8 Wyo-Bend Tablets 13.6 18.6 21.3 26.3 30.2 35.2 34.9 42.1 48.3 53.3 60.8 65.8 89.8 94.8 Volclay 1⁄2” 13.8 18.8 21.5 26.6 30.6 35.7 35.4 42.7 49.0 54.0 61.6 66.7 91.0 96.0 Volclay 3⁄8” 14.2 19.4 22.2 27.4 31.6 36.8 36.5 44.0 50.5 55.7 63.6 68.8 93.8 99.0 Volclay 1⁄4” 14.7 20.0 22.9 28.3 32.6 38.0 37.6 45.4 52.1 57.5 65.6 71.0 96.8 102 Chips Baroid HolePlug 13.1 17.9 20.5 25.2 29.1 33.9 33.6 40.5 46.5 51.3 58.5 63.3 86.4 91.1 Wyo-Bend Coarse 11.0 15.0 17.2 21.2 24.4 28.4 28.1 34.0 39.0 43.0 49.1 53.1 72.4 76.4 Wyo-Bend Medium 11.3 15.5 17.7 21.9 25.2 29.4 29.1 35.1 40.3 44.4 50.7 54.9 74.8 79.0 Volclay Coarse 12.1 16.6 19.0 23.4 27.0 31.4 31.1 37.5 43.1 47.5 54.2 58.7 80.0 84.5 Volclay Medium 12.5 17.0 19.5 24.0 27.7 32.3 32.0 38.6 44.3 48.8 55.7 60.3 82.2 86.8 Granular Benseal 11.4 15.5 17.8 21.9 25.3 29.4 29.2 35.2 40.4 44.6 50.8 55.0 75.0 79.2 Wyo-bend No. 8 11.0 15.0 17.2 21.2 24.4 28.4 28.1 34.0 39.0 43.0 49.1 53.1 72.4 76.4 Wyo-bend No. 16 11.0 15.0 17.2 21.2 24.4 28.4 28.1 34.0 39.0 43.0 49.1 53.1 72.4 76.4 Slurry Baroid 2.7 3.7 4.2 5.2 6.0 6.9 6.9 8.3 9.5 10.5 12.0 13.0 17.7 18.7 Hi-yield 2.0 2.7 3.1 3.9 4.4 5.2 5.1 6.2 7.1 7.8 8.9 9.7 13.2 13.9 Wyo-bend 2.8 3.9 4.4 5.5 6.3 7.3 7.3 8.8 10.1 11.1 12.7 13.7 18.7 19.7 Volclay 2.6 3.5 4.0 4.9 5.7 6.6 6.6 7.9 9.1 10.0 11.5 12.4 16.9 17.8 Table 3.14 Drill Area 5 (Unconsolidated Water Wells Using Four and One-half Inch (4 1⁄2”) Casing Diameter). Minimum Number of Bags of Grout Required in Annular Space (Ann.) or Open Hole (O.H.) for Sealing Casing with a Minimum Upper Grout Seal of Twenty Feet (20’). CASING OUTER DIAMETER 4 1⁄2” (4” NOMINAL) – APPLIES TO DRILLING AREA 5 ONLY Type of Grout Borehole Diameter (inches) 8 1⁄2 9 Ann. O.H. Ann. O.H. CEMENT Portland Type I 4.8 6.7 5.7 7.6 Portland Type III 4.8 6.7 5.7 7.6 BENTONITE Pellets 1⁄2” Baroid Pellets 7.7 10.7 9.0 12.0 3⁄8” Baroid Pellets 8.1 11.3 9.5 12.7 1⁄4” Baroid Pellets 8.1 11.3 9.5 12.6 Wyo-Bend Tablets 8.6 11.9 10.0 13.3 Volclay 1⁄2” 8.7 12.0 10.1 13.5 Volclay 3⁄8” 8.9 12.4 10.4 13.9 Volclay 1⁄4” 9.2 12.8 10.8 14.4 Chips Baroid Hole Plug 8.2 11.4 9.6 12.8 Wyo-Bend Coarse 6.9 9.6 8.1 10.7 Wyo-Bend Medium 7.1 9.9 8.3 11.1 Volclay Coarse 7.6 10.6 8.9 11.9 Volclay Medium 7.8 10.9 9.2 12.2 Granular Benseal 7.2 9.9 8.4 11.1 Wyo-bend No. 8 6.9 9.6 8.1 10.7 Wyo-bend No. 16 6.9 9.6 8.1 10.7 Slurry Baroid 1.7 2.3 2.0 2.6 Hi-yield 1.3 1.7 1.5 2.0 Wyo-Bend 1.8 2.5 2.1 2.8 Volclay 1.6 2.2 1.9 2.5 Table 3.15. Known contaminants of Drill Area 13 by source. Source Known Contaminants1 U.S. Army 2,4,6-TNT, 2,4-DNT, 2,6-DNT, dinitrobenzene (1,3-DNB), nitrobenzene (NB), ortho-nitrotoluene (o-NT), meta-nitrotoluene (m-NT), paranitrotoluene (p-NT) Department of Energy Main Site 2,4,6-TNT, 2,4-DNT, 2,6-DNT, dinitrobenzene (1,3-DNB), nitrobenzene (NB), nitrate, uranium, and trichloroethylene (TCE) Department of Energy Quarry uranium and 2,4-DNT 1May also include other contaminants pursuant to 10 CSR 60-4.