In addition to the criteria outlined in Section 14(A)(2) above, the Department or LPI will consider the following additional factors, when deciding whether to grant a First-Time Variance:
Any disposal system variance issued after the effective date of this rule will become invalid, if the system has not been installed in compliance with any conditions established with the variance within two years after issuance of the disposal system variance, except that any malfunction must be replaced at the earliest opportunity.
Note: Minimum permitting conditions of "Not Allowed" in Table 5F for Soil Profile 10 as described in Table 5D and for "Soil Condition A1" as described in Table 5E continue to be not allowed. Variances for these conditions will not be considered.
Note: For proposed systems that require Advanced Tertiary Treatment located in the Shoreland Zone or Wellhead Protection Area of the source of a public water supply the Department may require submittal of evidence that all required maintenance and inspections as recommended by the manufacturer have been completed and confirmation from the servicing technician/company that the system is functioning properly.
TABLES 14A - 14K
FACTORS USED IN ASSESSING THE POTENTIAL FOR A FIRST-TIME SYSTEM THAT DOES NOT MEET MINIMUM SOIL CONDITIONS INSIDE THE SHORELAND ZONE
TABLE 14A SOILS
Soil Profile from Table 4D | Points |
Profiles 2, 3, & 7 | 15 |
Profiles 1, 8, & 9 | 10 |
Profile 4 | 7 |
Profiles 5, 6, & 11 | 5 |
Profile 10 | Not permitted |
AI & AII bedrock classes | Not permitted |
TABLE 14B
SEASONAL GROUNDWATER OR RESTRICTIVE LAYER
Depth to seasonal groundwater or restrictive layer | Points |
14 inches | 20 |
13 inches | 15 |
12 inches | 9 |
11 inches | 6 |
10 inches | 3 |
9 inches | 0 |
Less than 9 inches | Not Permitted |
TABLE 14C
TERRAIN
Position in the Landscape | Points |
Knoll Upland (no watershed) | 5 |
Side slope | 3 |
Lowland | minus 5 |
Depression | Not permitted |
TABLE 14D
SIZE OF PROPERTY AND DISPOSAL AREA SETBACK FROM DOWN GRADIENT PROPERTY LINE
Total acreage | Points Setback [LESS THAN]50 Feet | Points Setback 50 - [LESS THAN]100 Feet | Points Setback 100 - [LESS THAN] 200 Feet | Points Setback 200 Feet or More |
More than 10 acres | 5 | 10 | 15 | 20 |
6 - 10 acres | 4 | 7 | 11 | 15 |
5 " 6 acres | 3 | 5 | 8 | 10 |
4 - 5 acres | 2 | 4 | 6 | 8 |
3 - 4 acres | 1 | 3 | 4 | 4 |
2 - 3 acres | 1 | 2 | 3 | 3 |
1 - 2 acres | 0 | 1 | 2 | NA |
1/2 - 1 acre | minus 10 | NA | NA | N/A |
Less than 20,000 ft2 | Not permitted | Not permitted | Not permitted | Not permitted |
TABLE 14E
MAJOR WATER BODY SETBACK
Setback distance from disposal area to major water bodies | Points |
Greater than 250 feet | 5 |
Between 150 - 250 feet | 3 |
Between 100 - 149 feet | 0 |
Less than 100 feet | Not permitted |
TABLE 14F
WATER SUPPLY & ZONING
Type | Points |
Public water system | 5 |
Private drilled well | 3 |
Other private supply | 0 |
Zoned for resource protection | Not permitted |
TABLE 14G
TYPE OF DEVELOPMENT
Type | Points |
Commercial less than 100 gpd | 5 |
Commercial 100 - 300 gpd | 3 |
Single-family residential | 0 |
Commercial 301 - 750 gpd | minus 5 |
Commercial greater than 750 gpd | minus 10 |
TABLE 14H
DISPOSAL AREA ADJUSTMENT
Increase in minimum disposal area as determined from Section 5 | Points |
Minimum disposal area plus 66 percent | 10 |
Minimum disposal area plus 33 percent | 5 |
Minimum disposal area | 0 |
TABLE 14I
VERTICAL SEPARATION DISTANCE ADJUSTMENT
Increase in minimum vertical separation distances between bottom of the disposal field and limiting soil horizon as determined from Table 5F | Points |
* Minimum separation distance plus 12 inches | 10 |
* Minimum separation distance plus 6 inches | 5 |
Minimum separation distance | 0 |
* Minimum separation distance based upon Table 5F (First-time systems)
TABLE 14J
ADDITIONAL TREATMENT
Type of treatment | Points |
Curtain drains for Profiles 1, 3, 7 & 8 | 5 |
Liner (See Section 5(Q)(16) for Profiles 5, 6 & 11 (if 11 is sandy) | 3 |
Septic tank outlet filter | 3 |
TABLE 14K
USE OF ADVANCED TREATMENT DEVICES OR SYSTEMS
Strength of effluent (BOD5 plus TSS) | Points |
150 to 101 mg/l | 5 |
100 to 51 mg/l | 10 |
50 to 11 mg/l | 15 |
10 mg/l or less | 20 |
10-144 C.M.R. ch. 241, § 14