| [
] 1. |
SITE
EVALUATION: At least two soil borings/backhoe pits shall be taken in opposite
ends of the area to be used for the soil absorption system, and shall be excavated to a
depth of 2 feet BELOW the proposed trench, or to a restrictive horizon whichever is less.
Two copies of the test results and the drawing must be enclosed. The
following information shall be included. |
| [
] |
A. |
Soil texture analysis. List the texture type: |
| [
] |
B. |
Soil
structure analysis. List structure type: |
| [
] |
C. |
Depth
of test. (Soils without at least 24" of suitable soil beneath the proposed
drainfield shall be considered unsuitable) |
| [
] |
D. |
Restrictive
horizon evaluation |
| [
] |
E. |
Groundwater
evaluation |
| [
] |
F. |
Topography |
| [
] |
G. |
Flood
hazard |
| [
] |
H. |
Vegetation |
| [
] |
I. |
Easements
and bodies of water (lakes, watercourses, etc.) must be identified. |
| [
] |
J. |
Location
of all buildings (existing or proposed) |
| [
] |
K. |
All
separation distances identified in Table X must be show. |
| [
] |
L. |
All
water wells on this site and neighboring properties |
|
|
| [
] 2. |
PLANNING
MATERIALS: Two copies of the construction drawing must be enclosed and shall
include the following information: |
| [
] |
A. |
A
detailed, legible site plan with boundary description (Aerobic systems require scale
drawings, legal description of the lot, an Affidavit to the Public, and Maintenance
Agreement to be attached.) |
| [
] |
B. |
The
location of all buildings (existing or proposed) on the site plan. |
| [
] |
C. |
The
size and location of the wastewater treatment units and disposal area (include width &
depth). A cross section of the excavation must be included. |
| [
] |
D. |
All
water wells on this site and neighboring properties must be identified and located on the
site plan. |
| [
] |
E. |
Easements
and bodies of water (lakes, watercourses, etc.) must also be identified. |
| [
] |
F. |
All
separation distance identified in Table X must be shown. |
|
|
|
