Separation distances Sample Clauses

Separation distances. The following separation distances as specified in s. NR 811.16(4)(d), Wis. Adm. Code, shall be maintained and shall not be exempted as listed in section (3)(e). The following distances shall apply for both Well #1 and Well #2. 1. Fifty feet between a well and a storm sewer main. 2. Two hundred feet between a well and any sanitary sewer main, lift station or a single family residential fuel oil tank. A lesser separation distance may be allowed for sanitary sewer mains where the sanitary sewer main is constructed of water main materials and joints and pressure tested in place to meet current AWWA 600 specifications. In no case may the separation distance between a well and a sanitary sewer main be less than 50 feet. 3. Four hundred feet between a well and a septic system, tank, or drain field, and receiving less than 8,000 gallons per day, a cemetery or a storm water drainage pond. 4. Six hundred feet between a well and any gasoline or fuel oil storage tank installation that has received written approval from the Wisconsin Department of Commerce (hereafter Commerce) or its designated agent under s. Comm 10.10
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Separation distances i. Infiltration practices shall be located so that the characteristics of the soil and separation distance between the bottom of the infiltration system and the elevation of seasonal high groundwater or the top of bedrock are in accordance with Table 3: Industrial, Commercial, Institutional Parking Lots and Roads 5 feet or more Filtering Layer Residential Arterial Roads 5 feet or more Filtering Layer Roofs Draining to Subsurface Infiltration Practices 1 foot more or Native or Engineered Soil with Particles Finer than Coarse Sand Roofs Draining to Surface Infiltration Practices Not Applicable Not Applicable All Other Impervious Source Areas 3 feet or more Filtering Layer ii. Notwithstanding subsection b.i., applicable requirements for injection xxxxx classified under ch. NR 815 shall be followed.
Separation distances. 1. Infiltration practices shall be located so that the characteristics of the soil and the separation distance between the bottom of the infiltration system and the elevation of seasonal high groundwater or the top of bedrock are in accordance with Table 3: Industrial, Commercial, Institutional Parking Lots and Roads 5 feet or more Filtering Layer Roofs Draining to Subsurface Infiltration Practices 1 foot or more Native or Engineered Soil with Particles Finer than Coarse Sand 2. Notwithstanding par. b., applicable requirements for injection xxxxx classified under ch. NR 815 shall be followed.
Separation distances. The following separation distances shall be followed during design and construction: Sanitary Sewer: See TCEQ requirements for separation distances between water and wastewater lines. Storm Sewer: Waterlines and storm sewer lines shall have a minimum vertical separation of 12 inches when horizontal separation is less than 3 feet unless otherwise approved by the District Engineer. Natural Gas Mains, Cables, and Other Utilities: Other utilities shall have a minimum horizontal clearance of 2 feet and vertical clearance of 12 inches, to permit proper maintenance of the water main unless otherwise approved by the District Engineer.

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