











2003
Maine Wastewater Salary Survey as conducted by the Maine Wastewater Control
Association

2003 Maine
Wastewater Rate Survey conducted by the Maine Rural
Water Association

Maine DEP Monthly
O & M Newsletter
Maine and WEF's
Operation Forum
Penobscot Watershed and Development of a TMDL
EPA Binational Toxics
Strategy
Maine Rural Water
Association
Maine Wastewater
Operator Certification
Guide
Maine Is Technology
Newsletter
Maine
Wastewater Control Association

Maine
Wastewater Engineering
Firms
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It became apparent in the early 1990's
that the town of Milo could no longer dispose of its untreated
sewerage by allowing it to flow into the Piscataquis River. The
Trustees of the
Milo Water District began to seek alternative methods for
disposal and acquired the engineering firm of A.E. Hodsdon to help seek out
a feasible solution.
It was determined that an aerated lagoon system would best serve the
communities needs and financial constraints. Also influencing the decision
for the lagoon system was the availability of a parcel of land to
accommodate the space requirements in the construction of a lagoon system.
Today, operators of the plant are conducting a pilot study utilizing
phragmite reeds for treating and reducing sludge volumes from the
lagoons. Also underway is a project to introduce the bullhead ( hornpout )
into the lagoons to provide further mixing of the sludge layer that resides
on the lagoon floors.
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Lagoon Specifications

Lagoons |
No.1 |
No. 2 |
No.3 |
Volume |
5.9 MG |
2.9 MG |
2.9 MG |
Lagoon
Dimensions |
465'l x 225'w x 14.5'd |
465'l x 225'w x 14.5'd |
465'l x 225'w x 14.5'd |
Lagoon Acreage |
2.4 acres |
2.4 acres |
2.4 acres |
Aeration |
Surface Aspirating |
Surface Aspirating |
Surface Aspirating |
No. Aerators |
8 |
2 |
3 |
Comments:
Total lagoon acreage is 7.2 or 313,632 square feet. Aerator manufacturer is
Eimco and aerator model is the Propulsair. Aerator horsepowers are 7.5 and
generate 1.5 fps of air per horsepower per hour.
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System Information

Design Flow |
0.390 MGD |
Actual Flow |
0.226 MGD |
Discharge To |
Piscataquis River |
Year Built |
1992 |
Design Engineers |
A.E.
Hodson |
Septage Received |
No |
Collector System |
11 miles of gravity sewers, approximately 200
manholes, 10 pumping stations |
Staff Size |
2
Full Time |
Number of Users |
633 |
Billing Software |
Business Management Systems |
Comments |
Collection system has high I & I. Facility has UEMSI Predator Advantage
mini mainline camera for collection system viewing. |

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