APPENDIX II - TABLES

Table I
MINIMUM SAFE DISTANCES LOCATION OF WELLS

SOURCES OF POLLUTION	MINIMUM DISTANCE (Ft.)
	Class II	Class III
Septic Tank	50	50
Absorption Field	50	100
Cesspools, Pit Privies, etc.	150	150
Sand Filters (watertight)	50	50
Other Sewers	35	35
Property Lines	10	10
Foundation of Buildings of Solid Masonry	15	15
Foundation of Buildings of Wood Framing or Exterior	50	100
In such installations where Class I or II wells (as per Section 1040.12(b) of this chapter) are constructed, the distance between the potential sources of pollution may be reduced, provided that geological conditions indicate that such would be satisfactory and in accordance with the Division of Engineering, State Health Department, standards for location of public supplies in relation to potential sources of pollution.

 

Table IA
ADDITIONAL MINIMUM SAFE DISTANCES FOR LOCATION OF WELLS LIMESTONE OVERLAY DISTRICT*

	MINIMUM DISTANCE (ft.)
	Class II	Class III
Sinkholes/Swallet/Closed Depressions (from rim)	100	100
Cove Openings	100	100
Rock Outcrops	10	10
Underground Solution Channels within 45 feet of the surface	50	50
Perennial Sinking Stream	100	100
Other Karst/Sensitive Enviro. Features (except Springs)	50	50

 

The minimum distance shall be reduced by up to 50% if a Geophysical Study is conducted in accord with the County's Facilities Standards Manual and such study concludes that the risks of collapse and groundwater contamination are non-existent or insignificant for the proposed location and use, except that no reduction shall be allowed for any Perennial Sinking Stream, nor for any Cave Openings, nor for any Sinkhole/Swallet/Closed Depression that receives an intermittent or Perennial Sinking Stream, nor for any rock outcrop.

In addition, water supply systems and wells are prohibited within 1) one hundred (100) feet from a spring, measured from the first emergence of the spring or 2) two hundred feet when the first emergence of the spring is on a slope greater than 15% and is downslope from the water supply system or well, as applicable.

*All minimum distances listed in Table IA must be met in addition to the minimum distances set forth in Table I.

(Ord. 10-02. Passed 2-17-10; Ord. 10-05. Passed 5-4-10.)

Table II
CASING PIPE WEIGHTS AND DIMENSIONS

Size (in.)	Weight (lbs./ft.) Threads and Couplings	Pipe
		Thickness (in.)	Diameter (in.)
			External	Internal
4	10.89	.237	4.500	4.026
*6	13.00	.188	6.625	6.25
6	19.18	.280	6.625	6.065
*8	17.80	.188	8.625	8.249
8	29.35	.322	8.625	7.981
*10	32.75	.279	10.750	10.192
10	41.85	.365	10.750	10.020
*12	45.45	.330	12.750	12.090
12	51.15	.375	12.750	12.00

 

* See Section 1040.12(c)(1)

(Ord. 88-14. Passed 9-19-88.)