[Adopted 3-19-1985 by Doc. 61; amended in its entirety 1-13-2009 by Doc. 140/08]
Rate.
|
Task
|
Cost per Sample
| |
|---|---|---|
|
Inspections
|
$130
| |
|
Sampling (per sample)
|
$60
| |
|
Lab sample prep
|
$60
| |
|
pH
|
$20
| |
|
Metals
|
$50
| |
|
BOD
|
$60
| |
|
TSS
|
$25
| |
|
COD
|
$35
| |
|
Toxicity (sour)
|
$60
| |
|
Bacteria
|
$25
| |
|
Conductivity
|
$10
| |
|
Nutrients
|
$25
| |
|
NOTE: The above rates do not include sampling.
These rates reflect samples being brought to the Wastewater Treatment
Plant.
|
A.
In any subdivision plan consisting of three of more
lots within such subdivision, the Wastewater Department shall require
the owner or developer of such subdivision to apply for and have performed
a wastewater collection system analysis. Application shall be made
to the Wastewater Department, together with a fee of $400.
B.
In any subdivision plan as outlined above which includes
a lift station or requires service by an existing lift station, the
Wastewater Department shall require the owner or developer of such
subdivision to apply for and have performed a wastewater lift station
analysis. Application shall be made to the Wastewater Department,
together with a fee of $400.
C.
The wastewater collection system analysis and, if
required as outlined above, the wastewater lift station analysis will
be performed under supervision of the Wastewater Department and the
results thereof will be used by the Wastewater Department in its review
of the subdivision plan.
D.
In any subdivision plan consisting of fewer than three
or a group of contiguous lots, it will be within the sole and exclusive
jurisdiction of the Wastewater Department to require or not require
the performance of a wastewater collection system analysis and wastewater
lift station analysis.
A.
A fee of $1,000 per unit for combined sewer overflow
(CSO) needs will be charged for each connection to the municipal sewerage
system. The fee will be payable at the time of filing for a sewer
service application. This fee will apply to all new or rehabilitated
buildings on a unit basis including a Form "A" lot.
B.
For nonresidential users and multifamily dwellings,
the number of units shall be calculated by dividing the design flow
by 330 gallons per day (gpd), which is the flow generated by a hypothetical
threebedroom single-family residence. The design flow for nonresidential
and multifamily dwellings shall be determined using the sewer system
flow design values found in the most current version of Title IV of
the State Environmental Code (310 CMR 15.000).
[Amended 9-8-2015 by Doc.
109-B]
