|
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
| |
|
Lagoon Specifications
|
Lagoons |
No.1 |
No. 2 |
|
Volume |
25.0 MG |
5.0 MG |
|
Lagoon Dimensions |
1,500' x 1,500' x13' |
Not Available |
|
Aeration |
Surface Aspirating |
Surface Aspirating |
|
Comments: Facility has
(7) 75 horsepower floating aerators in Pond #1. Aerator
manufacturer is Aqua Aerobics. There are (9) 25 horsepower mixers
in Pond #1 to keep solids in suspension. D.O sensors are Great
Lakes models and turn on and off aeration system on demand. Pond
#1 has 2 curtains with the final section utilized as a quiescent
zone. A Mudcat dredge is utilized annually in Pond #1 for sludge
removal. A Crisifilly dredge is utilized in the polishing pond.
|
System
Information
|
Design Flow |
5.0 MGD |
|
Actual Flow |
4.0 MGD |
|
Discharge To |
Kennebec
River |
|
Year Built |
1974
Upgrade in 1996 |
|
Design Engineers |
Anderson
Nichols
Upgrade - Woodard and Curran |
|
Septage Received |
No |
|
Collector System |
15 miles
gravity sewer, 5 pump stations |
|
Staff Size |
6 Full
Time |
|
Number of Users |
1,500
services |
|
Billing Software |
Microsoft Foxpro |
|
Comments |
95% of
flow comes from Madison Paper Company. One pump station collects
leachate from onsite landfill and pumps it back to the lagoon. |
Back to Lagoons in
Maine
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