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ES System Process


Technical System Overview

Detailed System Process

Effluent Comparison Report

Sample Installations


Product Specs

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EnviroServer®
600, 1200, 2500 GPD
The EnviroServer® is an advanced on-site wastewater treatment system for
residential and light commercial applications.
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| CONSTITUENTS1: |
Raw Household Sewage2 |
MicroSepTec Effluent |
| CBOD: |
200 mg/1 |
<10 mg/l |
| TOTAL NITROGEN: |
50 mg/l |
<10 mg/l |
| TOTAL SUSPENDED SOLIDS: |
200 mg/l |
<10 mg/l |
| pH: |
7.5 |
7.5 |
| FECAL COLIFORM: |
1,000,000,000 – 10,000,000,000 cfu/100ml |
<2.2 cfu/100ml |
| TANK DIMENSIONS: |
600 GPD -
180” Length x 60” Diameter
1200 GPD - 242” Length x 72” Diameter
2500 GPD - 292” Length x 93” Diameter |
| POWER REQUIREMENTS: |
115 VAC, 15A
(gravity discharge)
115 VAC, 30A (pressure discharge) |
| ENERGY CONSUMPTION: |
600 GPD -108
KWH per month (gravity) - $10.80@ .10/KWH).)
1200 GPD - 216 KWH per month (gravity) - $21.60@ .10/KWH).)
2500 GPD – 294 KWH per month (gravity) - $29.40@ .10/KWH).) |
| CAPACITY: |
600 gpd in a
typical regulatory requirement up to a 4-bedroom home.
1200 gpd in a typical regulatory requirement up to an 8-bedroom home
2500 gpd in a typical regulatory requirement up to a 15-bedroom home. |
1. Values shown represent averages. 2. These parameters represent typical household sewage |
|
Stream |
|
1 |
2 |
3 |
4 |
5 |
6 |
7 |
|
|
|
Influent |
Settled
Sludge (est.) |
Primary
Aerobically Treated Wastewater |
Secondary Aerobically Treated Wastewater |
Recirculated Water |
Effluent |
Air |
|
Flow
rate |
gal/day |
600 |
1.2 |
1800 |
1800 |
1200 |
600 |
- |
|
Flow
rate |
CFM |
- |
- |
- |
- |
- |
- |
4.3 |
|
Temperature |
°F |
75 |
75 |
75 |
75 |
75 |
75 |
75 |
|
Suspended Solids |
mg/l |
200 |
N/A |
80 |
40 |
40 |
<10 |
- |
|
CBOD5 |
mg/l |
200 |
N/A |
110 |
20 |
10 |
<10 |
- |
|
TKN |
mg/l |
45 |
N/A |
40 |
5 |

5 |
|
- |
|
Nitrate-N |
ppm |
5 |
N/A |
10 |
45 |
45 |
<10 |
- |
|
Dissolved Oxygen |
mg/l |
~0 |
0 |
5-7 |
5-7 |
4-5 |
4-5 |
N/A |
|
Stream |
|
1 |
2 |
3 |
4 |
5 |
6 |
7 |
|
|
|
Influent |
Settled
Sludge (est.) |
Primary
Aerobically Treated Wastewater |
Secondary Aerobically Treated Wastewater |
Recirculated Water |
Effluent |
Air |
|
Flow
rate |
gal/day |
1200 |
2.5 |
3600 |
3600 |
2400 |
1200 |
- |
|
Flow
rate |
CFM |
- |
- |
- |
- |
- |
- |
8.6 |
|
Temperature |
°F |
75 |
75 |
75 |
75 |
75 |
75 |
75 |
|
Suspended Solids |
mg/l |
200 |
N/A |
80 |
40 |
40 |
<10 |
- |
|
CBOD5 |
mg/l |
200 |
N/A |
110 |
20 |
10 |
<10 |
- |
|
TKN |
mg/l |
45 |
N/A |
40 |
5 |

5 |
|
- |
|
Nitrate-N |
ppm |
5 |
N/A |
10 |
45 |
45 |
<10 |
- |
|
Dissolved Oxygen |
mg/l |
~0 |
0 |
5-7 |
5-7 |
4-5 |
4-5 |
N/A |
|
Stream |
|
1 |
2 |
3 |
4 |
5 |
6 |
7 |
|
|
|
Influent |
Settled
Sludge (est.) |
Primary
Aerobically Treated Wastewater |
Secondary Aerobically Treated Wastewater |
Recirculated Water |
Effluent |
Air |
|
Flow
rate |
gal/day |
2500 |
5.2 |
7500 |
7500 |
5000 |
2500 |
- |
|
Flow
rate |
CFM |
- |
- |
- |
- |
- |
- |
13.0 |
|
Temperature |
°F |
75 |
75 |
75 |
75 |
75 |
75 |
75 |
|
Suspended Solids |
mg/l |
200 |
N/A |
80 |
40 |
40 |
<10 |
- |
|
CBOD5 |
mg/l |
200 |
N/A |
110 |
20 |
10 |
<10 |
- |
|
TKN |
mg/l |
45 |
N/A |
40 |
5 |

5 |
|
- |
|
Nitrate-N |
ppm |
5 |
N/A |
10 |
45 |
45 |
<10 |
- |
|
Dissolved Oxygen |
mg/l |
~0 |
0 |
5-7 |
5-7 |
4-5 |
4-5 |
N/A |
|
|
|
600 gpd
System |
1200 gpd
System |
2500 gpd
System |
|
Power
Consumption:
Base System (gravity discharge)
System with Low Pressure Discharge
System with High Pressure Discharge |
kWh per day |
3.6
4.0
4.9 |
7.2
7.9
9.7 |
9.8
11.2
15.2 |
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|
EnviroServer 600 |
EnviroServer 1200 |
EnviroServer 2500 |
|
Hydraulic loading,
gallons per day |
600 |
1,200 |
2,500 |
|
Primary Clarifier Compartment:
Volume, gallon:
Retention Time, hours: |
748
29.9 |
1566
31.3 |
2830
27.2 |
|
First Aerobic Compartment:
Volume, gallon:
Retention Time, hours: |
250
10 |
502
10 |
910
8.7 |
|
Second Aerobic Compartment:
Volume, gallon:
Retention Time, hours: |
250
10 |
502
10 |
910
8.7 |
|
Secondary Clarifier Compartment::
Volume, gallon:
Retention Time, hours: |
250
10 |
486
9.7 |
1090
10.5 |
|
Effluent Storage/Disinfection Contact Compartment:
Volume, gallon:
Retention Time, hours: |
210
8.4 |
380
7.6 |
1100
10.6 |
|
Total Hydraulic Volume, gallon |
1,708 |
3,436 |
6,840 |
|
Total Retention Time, hours |
68 |
69 |
66 |
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