Aerial view of the Warren, Maine lagoon system. Photo courtesy of Woodard and Curran.

Lagoon Systems In Maine 

Lagoon
Systems In Maine
 



An Informational Resource for
Operators of Lagoon Systems

Mars Hill Wastewater Lagoon System - Mars Hill  Maine. Photo Courtesy of Wright-Pierce Engineers.
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Chick Hill Pollution Control Facility, serving the Town of Rangeley, Maine. Photo courtesy of Wright Pierce Engineers.

 


he Chick Hill Pollution Control Facility, serving the Town of Rangeley, Maine, was completed in the fall of 1996. The facility was designed by Wright-Pierce and consists of three new pump stations, three miles of force main and a new land application treatment facility at the Chick Hill site. The project provided the Town with a non-point discharge process designed to protect the chain of Rangeley Lakes from phosphorous degradation.

     The original design of the new facility consisted of two aerated facultative treatment lagoons constructed in series with a total capacity of five million gallons. These treatment lagoons were to be followed by two storage lagoons with capacities of 28 million gallons and 20 million gallons. The treated effluent was to be land applied on any combination of nine spray irrigation fields, each approximately 12 acres.

     Due to financial constraints, the scope of the project was reduced. One of the storage lagoons was removed, limiting total storage capacity to 28 million gallons, only three of the nine spray fields were constructed and the control building was reduced in size. The Town of Rangeley constructed the facility to treat current wastewater flows as well as projected future growth, but effluent storage capacity was limited to the current average flows.

    During the first year of operation it became evident that a winter and spring with above average rainfall would threaten to surpass the storage capacity of the facility.


  
Wright-Pierce provided the Town with two options. The addition of a second storage lagoon would provide the facility with enough volume for extraordinarily wet seasons as well as future increased flows associated with growth. Furthermore, an additional spray field would assure adequate future disposal area. The other option involved utilizing conventional snowmaking technology to generate snow from the facility's treated effluent. This would enable the Town to reduce the volume in the storage lagoon during the winter months and store the frozen effluent on designated land application fields. The stored effluent would then be applied to the fields as it melts in the spring and summer.


   In the spring of 1998 the Town chose to construct the Chick Hill Winter Effluent Storage and Disposal Facility. The new facility includes an addition to the existing operations building, providing space for the snowmaking equipment and maintenance. The snowmaking room houses a 75 horsepower compressor, a 75 horsepower vertical turbine pump, an air dryer, air filters and controls to operate the complete system. The design has also provided room for additional snowmaking equipment, and additional guns should the Town expand facilities in the future. Effluent and air piping to the snow fields is buried steel pipe installed below the frost line to prevent freezing. At the snow fields there are seven fixed snow gun locations. At each location a hydrant is connected to the buried air and water pipes within a four foot diameter concrete structure. The air / water hydrants control flow to each snow gun, and flexible hoses connect the hydrants to the guns. Snow Economics Inc. provided the hydrants and HKD snow guns. HKD technology has been developed and proven to provide maximum efficiency, ease of operation and low maintenance. These specialized guns minimize the air / water ratio, which increases snowmaking capacity while cutting potentially high compressed air costs.



   The snowmaking system as constructed can convert approximately 250 gallons per minute of effluent into snow using any combination of the seven snow guns.

Hydrogeologists from S.W. Cole provided modeling of the snowfields to determine the capacity of the underlying soils, and the Maine Department of Environmental Protection (MDEP) agreed to the application of up to 14-million gallons of effluent annually.

     The total project cost was approximately $500,000. Funding for the project was provided by grants from the MDEP and the United States Department of Agriculture, Rural Development Office. A loan from the Maine State Revolving Loan Fund was secured for the Town's share of the project.


Snow Making Details

    The facility utilizes seven snow guns, five of which are in one field and two in another. Capacity is maintained for 4 more guns for future expansion. Each snowmaking field is 20 acres not including the buffer area. The pump and air compressor used in the process are 75 horsepower. The snow is pumped at a rate of 310 gallons per minute and the air rate is 108 psi. The first winter the system sprayed 9.5 mg of effluent and in 1999-2000 winter sprayed 14.3 million gallon. The snow is generally melted by mid July.


 

Snowmaking Totals
Chick Hill Winter Spray Facility
1999-2000
Month 
Year
Pump 
Hours
Air
Compress Hours
Days
 of Operat.
Kilowatts Consumed Kilowatt 
Cost
Cost 
Kilowatt
Snow 
Gallons
Electrical
Cost 
per 
Gallon
Degree 
Days
                   
Oct-99 0 0 0 0 0 $0.00

-

0 780
Nov-99 54.2 39.3 8 8,960 0.186 1,166.56 308,560 0.0054 912
Dec-99 330.4 141 24 37,200 0.128 4,761.60 5,717,499 0.0008 1,344
Jan-00 303.3 133.1 26 21,260 0.151 3,210.26 5,683,902 0.0006 1,743
Feb-00 82.7 43.5 12 22,180 0.167 3,704.06 1,554,529 0.0024 1,432
Mar-00 56.1 54 6 2,460 0.143 351.78 1,060,022 0.0003  
      76            
Totals 826.7 410.9 76 92,060   $13,694.26      
        76     14,324,522    
        Average $0.129     $0.0016  

 

 

Snowmaking Totals
Chick Hill Winter Spray Facility
1998-1999
Month 
Year
Pump 
Hours
Air
Compress Hours
Days
 of Operat.
Kilowatts Consumed Kilowatt 
Cost
Electrical
Cost 
Kilowatt
Snow 
Gallons
Electrical
Cost 
per 
Gallon
Degree 
Days
                   
Oct-98 2.0 2 3 770 $0.134 $103.18 19,500 0.0053 679
Nov-98 2.6 2.6 2 3,200 $0.226 $723.20 43,820 0.0165 1,019
Dec-98 104.8 94.3 15 17,120 $0.159 $2,722.08 1,293,975 0.0021 1,247
Jan-99 230.4 166.5 27 25,560 $0.142 $3,629.52 4,049,198 0.0009 1,621
Feb-99 219.8 168 26 17,280 $0.154 $2,661.12 3,934,460 0.0007 1,323
Mar-99 13.1 12.1 2 1,040 $0.160 $166.40 235,135 0.0007 1,204
      76            
Totals 572.7 446.3 75 64,970   $10,005.50      
        76     9,576,088    
        Average $0.163     $0.0044  

 

 

Lagoon Specifications


 

Lagoons No.1 No. 2 No. 3
Volume 2.5 MG 2.5 MG 25 MG
Lagoon Sizes 325' x 150' 325' x 150' 600' x 325'
Lagoon Acreage 1.2 acres 1.2 acres 4.5 acres
Aeration Fine Bubble Fine Bubble None
Number of Aerators 44 16 None


Comments:
Total lagoon acreage is 6.7 or 291,852 square feet. Facility has (2) 15 horsepower blowers. Aeration manufacturer is Environmental Dynamics, Inc. and aerator model is the Reef I unit.


 

System Information

Design Flow 0.150 MGD
Actual Flow 0.0954 MGD
Discharge To Land application in summer, snow making in winter
Year Built 1996
Design Engineers Wright-Pierce
Septage Received No, Separate septage disposal site at treatment facilities
Collector System 7 miles of gravity sewer, 120 manholes, 4 pump stations
Staff Size 3 Full Time
Number of Users 351 Services
Billing Software Northern Data Systems
Comments Low to medium I & I. Much of the collection system constructed in 1970. Facility has constructed a grit chamber utilizing in-house staff.



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