Pickle Factory Design Package 5-20-21b part 2 sewage flowPhil Johnson
Based On Employees
Projected Building # of Employees Gallon per Hours of Gallons Per Shift Total Gallons
Use 8 Hour Shift Operation Per Employee Per Shift
Manufacturing
15.0
17.5
12.0
26.3
393.8
Office / Warehouse
6.0
18.0
9.0
20.3
121.5
Office / Warehouse
7.0
18.0
9.0
20.3
141.8
Office / Warehouse
7.0
18.0
9.0
20.3
141.8
Office / Warehouse
Distribution
Distribution
7.0
5.0
8.0
18.0
17.5
17.5
9.0
11.0
11.0
20.3
24.1
24.1
141.8
120.3
192.5
Flow
1,253.3
Design Flow I
1,s80.0
vkaf�
S e wnr.►
7Rs.IkrkfC Nr MINNESOTA POLLUTION
`�.. Design Summary Page MI CONTROL AGENCY
1. PROJECT INFORMATION
v 04.01.202E
Property Owner/Client: I Cole Buttenhoff
Project ID:
Site Address: F2100 Stoughton Ave Date: 05/19/21
Email Address: co{eC�camerstone mn.com
Phone: 612-723 0783
2. VDESIGN FLOW I± WASTE STRENGTH Attach data I estimate basis for other Establishments
Design Flow: 1$$0 GPD Anticipated Waste Type: dther Est. - At Ris
BOD:Img/L TSS:=mg/L Oil £t Grease: =mg/L
Treatment Level: =Seiect Treatment Level C for residential septic tank effluent
3. HOLDING TANK SIZING
Minimum Capacity: Residential =400 gal/bedroom, Other Establishment = Design Plow x 5.0, Minimum size 1000 gallons
Code Minimum Holding Tank Capacity: Gallons in Tanks or Compartments
_—R-ec-Ornmended Holding Tank Capacity:Gallons in Tanks or Compartments
Type of High Level Alarm: (Set @ 75% tank capacity)
Comments:
4. SEPTIC TANK SIZING
K. KCsiaential dwellings:
Number of Bedrooms (Residential): =
Code Minimum Septic Tank Capacity: =Gallons
Recommended Septic Tank Capacity: Gallons
Effluent Screen & Alarm (Y/N): Mo
B. Other Establishments:
in =Tanks or Compartments
in �Tanks or Compartments
del/Type:
Waste received by: Gravity 18$0 GPD x Days Hyd, Retention Time
Code Minimum Septic Tank Capacity: 5b40 Gallons In Tanks or Compartments
Recommended Septic Tank Capacity: 806E Gallons In E=Tanks or Compartments
Effluent Screen & Alarm (Y/N): Optional Model/Type: I Polylok 525
5. PUMP TANK SIZING
mp�Tq* 1 Capacity (Minimum): 940 Gal
Pump Tank 1 Capacity (Recommended): 100E Gal
Pump 1 55.E GPM Total Head 55.$ ft
Supply Pipe Dia. EEin Dose Vol: 250.E gal
Pump Tank 2 Capacity (Minimum):Gat
Pump Tank 2 Capacity (Recommended):Gat
Pump 2[=GPM Total Head=ft
Supply Pipe Dia. F-1 Dose Vol: =Gal
3
f)cr;nr% C..—.... --. n_-_ M*% MtIN, IESQTA POLLUTION
- --%. _,� .,m,. .r a.11 1 1 1 1 1 LA I y [ CX G - --- n 1 K W 4 w L t n c T
6. SYSTEM AND DISTRIBUTION TYPE Project ID:
Soil Treatment Type: EBed Distribution Type: Pressure Distribution -Level
Elevation Benchmark: E==ft Benchmark Location: TBD
MPCA System Type: Type I Distribution Media: Registered Product:
Type III/IV Details: EzFlow
7. SITE EVALUATION SUMMARY:
Describe Limiting Condition: FDepth of Observation
Layers with >35% Rock Fragments? (yes/no) No If yes, describe below: % rock and layer thickness, amount of
soil credit and any additional information for addressing the rock fragments in this design.
Depth
Limiting Condition: fro inches
Depth
5.8 ft
Elevation of Limiting Condition
ft
Minimum Req'd Separation:
3 inches
3.0 ft
Elevation Critical for system compliance
Code Max System Depth. 33 inches
2.8 ft
�ft r
m depth to the bottom of the distribution media for required
Soil Texture: Sandy Loam
separation Negative Depth ft) means it must be a mound.
Soil Hyd, Loading Rate: 0.78 GPD/ftz
Percolation Rate:MPI
Contour Loading Rate:
Note:
Measured Land Slope: 2.0 %
Note:
Comments:
8. SOIL TREATMENT AREA DESIGN SUMMARY
Trend-,. ..,,
Dispersal Areaftz Sidewall Depthin Trench Widthft
Total Lineal Feet=ft No. of Trenches Code Max. Trench Depth=in
Contour Loading Rate =ft Lengthft Designed Trench Depthin
Bed:
Dispersal Area 2410 ft2
Bed Width 1=ft
fund:
Dispersal Area = ftz
Absorption Widthft
Upslope Berm Width=ft
Total System Length ft
Sidewalt Depth 6.0 in
Bed Length i00.0 ft
Bed Lengthy ft
Clean Clean Sand Lift =ft
Downslope Bermft
System Widthft
Maximum Bed Depth 33.0 in
Designed Bed Depth 33.0 in
Bed widthi� ft
Berm Berm Width (0-1%)ft
Endstope Berm Widthft
Contour Loading Rategal/ft
Design Summary Page
At -Grade: i rn
Bed Width=ft Bed Length=ft
Contour Loading Rate=gal/ft Llpslope Berm=ft
Endslope Berm=ft System Length=ft
Level £t Equal Pressure Distribution
No. No. of LateralsL_ 4 J Perforation Spacing =ft
Lateral Diameter 1.50 in Min Dose Volume 172 gal
al Pressure Distribution
Elevation Pipe Size
(ft) (in)
Laterall
Lateral 2
Lateral 3
Lateral 4
Lateral 5
Lateral 5
May MINNESOTA POLLUTION
■■ CONTROL AGENCY
Finished Heightft
Downslope Berm Jft
System Width_ J ft
Perforation Diameter =in
Max Dose Volume 470 gal
Pipe
Volume Pipe Perf Size Spacing
Nat/ft1 Length (ft) (in) (ft)
9. Additional Info for At -Risk, HSW or Type IV Design
Spacing
(in)
Minimum Dose
Volume
=gat
Maximum Dose
Volume
=$al
A. Starting BOD Concentration = Design Flow X Starting BOD (mg/L) X 8.35 : 1,000,000
=gpd X =mg/L X 8.35 _ 1,000,00, = lbs. BOD/day
B. Target BOD Concentration = Design Flow X Target BOD (mg/L) X 8.35 _ 1,000,000
�gpd X =mg/L X 8.35 : 1,000,00 = tbs. BOD/day
Lbs. BOD To Be Removed:
PreTreatment Technology: "Must Meet or Exceed Target
L--------� __D df0Lffon Technology: *Required for Levels A 0t B
C. t?Irohic Loading to Soil Treatment Area:
=mg/L X =90 x 8.35 _ 1,000,000 . L___jft2 = =tbs./day/ftz
10. Comments/Special Design Considerations:
I hereby certify that I have compteted this work in accordance with all applicable ordinances, rules and laws.
i3en .R rlda 4 v&� z
L2829 � 1
(Designer) (5igna ure) (License #) (Date)
t
1. SYSTEM SIZING:
A. Design Flow:
P. Code Maximum Depth:
C. Soil Loading Rate:
Bed Design Worksheet
Project ID:
1980 GPD
33 inches
0.78 GPD/ft2
MJAIN IESOTA POLLUTION
CONTROL AGENCY
v 04.01.
Designers Maximum Depth: ==inches
D. Required Bottom Area: Design Flow _ Soil Loading Rate
i$$0 GPD � 0.78 GPD/ft2 Z410 ftz
E. Select Distribution Method: Pressure Notes;
F. Select Dispersal Media: Registered Product: Product: EZFIOW
G. If distribution media is installed in contact with sand or loamy sand or with a percolation rate of 0.1 to 5 mpi
indicate distribution or treatment method:
2. BED^CONFIGURATION: (for sites with less than 6% slonel
A. Select size Multiplier: 1.0 1.0 = pressurized or 1.5 = gravity
B. Req'd Bottom Area = Bottom Area X Size Multiplier =
2410.3 ft, X 1.0 = 2410 ft,
C. Designed Bottom Area: ft2 Optional upsizing of bed area
D. Select Bed Width: 25 ft
E. Calculate Bed Length: Designed Bottom Area _ Bed Width = Bed Length
2410 ft2 _ 25.0 ft = 4b.4 ft
MATERIAL CALCULATION: ROCK
A. If drainfleld rock is being used, select sidewall height
in ft
B. Media Volume: (Media Depth + depth to cover pipe) X Designed Bottom Area = ft3
(=ft+ =ft) X ft2 ==ft3
C. Calculate Volume in cubic yards: Media volume in cubic feet : 27 = cubic yards
�ft3 _ 27 = =yd3
MATERIAL CALCULATION: REGISTERED PRODUCTS - CHAMBERS AND EZFLOW
A. Registered Product: EzFlow Check registered product
B. Component Length: 10 ft information for specific
application details and
C. Component Width: 3Ift design
D. Component depth (louver or depth of sidewall loading) [._ � Jin
E. Number of Components per Row = Bed Length divided by Component Length (Round up)
96 ft + 10 ft = 10 components
F. Actual Bed Length - Number of Components X Component Length:
10 components X 10,0 ft = 100.0 ft
G. Number of Rows = Bed Width divided by Component Width
25 ft : ft = $,3 rows Adjust width so this is an whole number.
H. Total Number of Components = Number of Components per Row X Number of Rows
1L--J X1 91 = I g� components
WY _
`ire
3c��aE Pressure Distribution Tar•,nEwr MINNESOTA TOLLUIRON
Design Worksheet MICONTROL 4GSNG7
Project ID:
1. Media Bed Width:
13 ft
2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width
[( f3-4)+31.i-
3. Designer Selected Number of Laterals:
Cannot be less than line 2 (Extent in at -grades)
4. Select Perforation Spacing;
5. Select Perforation Diameter Size:
6.
i
8.
v 04.01.2020
4) + 3) * 1.
laterals Does not apply to at -grades
laterals
ft
4 f "7
1/8 in w
Length of Laterals = Media Bed Length - 2 Feet. -
100.0 2ft = 98.0 ft Perforation can not be closer then 1 foot from edge.
Determine the Number of Perforation Spaces. Divide the Length of Laterals by the Perforation Spacing and
round down to the nearest whole number.
Number of Perforation Spaces = 9$.0 ft - 3.0 ft - 32 Spaces
Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces. Check table below
to verify the number of perforations per lateral guarantees less than a 10% discharge variation. The value is
double with a center manifold.
Perforations Per Lateral = 32 Spaces + 1 = 33 po, , oar , ,+, 1
.......... wr•• 5
l
pipe fmmpump
Jeanauts
f
aitemate kation
of Woe from Mum
9. Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of
Perforated Laterals.
33 Perf. Per Lat. X 1=1 Number of Perf. Lat. = 132 Total Number of Perf.
10. Spacing of laterals; Must be greater than 1 foot and no more than 3 feet: 3.0 ft
11. Select Type of Manifold Connection (End or Center): End
' 12. Select Lateral Diameter (See Table): 1.50 in
Pressure Distribution
TAearaewa t�� "�1,
PI1OaRAM alp�
Design YTorksl legit MI
13. Calculate the Square Feet per Perforation.
Recommended value is 4-11 fL2 per perforatlan, Does nOt apply to Ar-rrades
. Bed Area = Bed Width (ft) X Bed Length (ft)
12.5 ft X 100 ft = 1250 ftz
b. Square Foot per Perforation = Bed Area : by the Total Number of Perfs
1250 2 •
ft - 13Z pert = 9.5 W/perf
14. Select Minimum Average Head: 5.0 ft
15. Select Perforation Discharge based an Table: 0.41 GPM per Perf
16• Flaw Rate = Total Number of Perfs X Perforation Discharge.
132 Perfs X 0.41 GPM per Perforation = 55 GPM
17. Volume of Liquid Per Font of Distribution Piping (Table li) : Q.110 Gallons/ft
MINNESOTA POLLUTION
CONTROL AGENCY
w f0fVt M0kC " tail
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a'�
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13
0.22
? 0.11
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0.1
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029
0.0
a.K
1.1?
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0.32 !
0.37
0.71
0.13
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Ur
0.41
ax3
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01w1lV-ith 3116lkh t=114 fro
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18. Volume of Distribution Piping =
= [Number of Perforated Laterals X Length of Laterals X (Volume of
�Liquid
4Per
rFFoot of Distribution Piping]
X 98 ft X =
gal/ft = 43.1 Gallons
19. Minimum Delivered Volume = Volume of Distribution Piping X 4
43.1 gals X 4 = 172.5 Gallons
Comments/Special Design Considerations:
Table II
VOlume of Liquid in
Pipe
Pipe
Liquid
Diameter
Per Foot
(inches)
(Gallons)
1
0.045
1.25
0.078
1.5
0.1 tQ
2
�.170
3
0.380
4
Q.661
GOULDS
w~; WATER TECH1-,,1Lry
a xylem brand
EFFLUENT PUMPS
i 71408
W E0311 M
[ 13
11511
Manua!
i 0.7
Cast Iron, 314" Solids, 2" NpT, 20° Card
1043.89
171409
WE05I I H
1/2
HS/I
Manual
14,5
Cast Iron, 3/4" Solids, 2" NPT, 20' Cord
171410
WEli512H
112
23011
Manual
7.3
Cast Iran, 3W Solids, 3" NPT, 2V Cord
i398.24
17141E
V6IiEDS I I WH
112
11511
Manual
14.5
Cast Iran, 314" Solids, 2" WE 20' Card
1427J8
171412
WE0512HH
112
23011
Manual
7.3
Cass Iron, 314" Solids. 2" NPT, 29 Cord
1398.24
171413
WE0712-H
3/4
23011
Manual
10
Cast Iron, 3W Solids, 2" NPT, 20" Cord
1427.78
171414
WE1012H
1
23011
Manuel
12.5
Cast Iron, 3/4" Solids, 2" NPT, 20, Cord
1747.511
185014
171415
WEIS12H
1-1/2
23oll
Manual
IS.7
Cast Iron, 3/4" Sollds, 2" NPT, 20' Cord
21 t0.84
171$2O
Wi�IS12iiH
1.1f2
23011
Manual
I S.7
" ��
Cast Iron, 314 Solids, 2 NP'T°. 20' Cord
2110.84
173066
WE2012F4
2
230/ 1
Manual
is
Case Iron, 314" Solids, 2" NK 20' Cord
2454.96
FIATURIES
- Capacibes up to 140 GPM and total heeds up to 128 T❑H
- Cast Iron, seml-®pen impelisr, non -clog with pump out cranes
for mechanical seal protection,
- Casing: 2" Cast Iron volute type for makimum efficiency.
Mechanical Seal: Silicone Carbide vs. Silicon Carbide seating
faces with stainless steel metal parts & BUNA-N elastomer5.
i /3 to 1 hp have NEMA 2 prong grounding plugs,
- 1-112 hp and 2 hp have bare lead card ends
FEET
1301
3W5 SERIES
APPLICATIONS
Effluent systems
Homes
Farms
Trailer Courts
Motels
Schools
Hospitals
Industry
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Basic Pufnp Selection Design Worksheet M,KNESC7A ►QCLUT,CN
M11 CONTROL AGENCY
1. PUMP CAPACITY Project ID:
v 04.U1.;
Pumping to Gravity or Pressure Distribution: Pressure
A. If pumping to gravity enter the gallon per minute of the pump; GPM (10 - 45 gpm)
B. If pumping to a pressurized distribution system: 55.0 GPM
C. Enter pump description:
2. HEAO REQUIREMENTS
A. Elevation Difference 14 ft
between pump and point of discharge:
9. Distribution Head Loss: 10 ft
C. Additional Head Loss: ft (due to special equipment, etc.)
Distribution Head Lass
Gravity Distribution = Oft
Pressure Distribution based on Minimum Average Head
Value on Pressure Distribution Worlcshe t:
Minimum Avers a Head
Distribution Head Loss
ift
5ft
zft
6ft
Sft
7 Oft
".na
Table I.Friction Loss in Plastic Pipe
Flow Rate
Pi
a Diameter
fin
(GPM)
1
1.25
1.5
9_
3.1
1,2
10
12
12.8
4.3
1.8
14
17.0
5.7
2.4
16
21.8
7.3
3.0
18
9.1
3.8
20
D. 1 _ Supply Pipe Diameter;
2A
in
25
16.85
616.
6..79
30
.5
9
2. Supply Pipe Length:
350
ft
35
12.9
40
16.5
E. Friction Loss in Plastic Pipe per 100ft from Table I:
45
20.5
Friction Loss = 7.28 ft per 100ft of pipe
50
55
F, Determine Equivalent Pipe Length from pump discharge to soil dispersal area
60
65
discharge point. Estimate by adding 25% to supply pipe length for fitting loss.
Supply Pipe Length X 1.25 = Equivalent Pipe Length
70
75
350 ft X 1.25 - 437.5 ft
85
95
G. calculate 5uppjy Friction Loss by multiplying Friction Loss Per 100ft by the Equivalent
Pipe Length and divide by 100.
Supply Friction Loss -
7.28
ft per 100ft X
437.5
ft r 100
=
31.8 ft
100ft
2
0.3
0.4
0.6
0.7
q.9
1.1
1.7
2.4
3.2
4.1
5.0
6.1
7.3
8.6
10.0
11.4
13.0
16.4
20.1
H. Total Head requirement is the sum of the Elevation Difference + Distribution Head Loss, + Additional Head Loss + Supply Friction Loss
14.0 ft + 10,Q ft [==ft + 31.8 ft = 55.8 ft
I, PUMP SELECTION
A pump must be selected to deliver at least 55.0 GPM with at least 55.8 feet of total head.
Comments:
- gr
Pump Tank Design Worksheet (Demand Dose) M7 MlNit2507A POLLUTION
- CONT11 OL AG(NCY
DETERMINE TANK CAPACITY AND DIMENSIONS
Project ID: v 04 01 2C
A. Design Flow (Deslge Sum. A). 1860
GPD C. Tank Use: Dosing
B. Min. required pump tank capacity; 94D Gal D. Recommended um tank capacity;
pump acit p y 1000 Gal
A• Tank Manufacturer. Belle Plain Flock and file
4 B. Tank Model: 30TNKS[30002-4
C. Capacity from manufacturer: 1097 Gallons Note: Design calculations are based on this specific tank.
Substituting a different tank model will change the pump
D. Gallons per inch from manufacturer: 21.5 Gallons per inch
float or timer settings. Contact designer if changes are
necessary.
E. Liquid depth of tank from manufacturer. 51 •D
inches
:RMINE OSING VOLUME
3 Calculate volume to Cower Pump {The inlet of the pump must be at least 4-inches from the bottom of the pump tank Et 2 inches of water covering the pump 1s
recommended)
(Pump and block height + 2 inches) X Gallons Per Inch
([= in + 2 tnches) X 21.5 Gallons Per Inch =
387 Gallons
4 Minimum Delivered Volume = 4 X Volume of Distribution Piping:
-it— 18 of the Pr cure Distribution or item I i o Non -level
f 172 Gallons (Minimum dose) 8.0 inches/dose
5 Calculate-hliaximum Pumpout Volume (25% of Design HOW)
Design Flow: 188D GPp X 0.Z5 = 470 Gallons Maximum dose) ) Z1.9 inches/dose
6 Select a pumpout volume that meets both Minimum and Maximum: 250 Gallons
Calculate Hoses Per Day =Design Flaw . Delivered Volume
1880 gpsf _ 250 gal = 7.52 Doses
8 Calculate Drainback:
A. Diameter of Supply Pipe = inches
8. Length of Supply Pipe = 350 feet
C. volume of Liquid Per Lineal Foot of pipe = 0,170 Gallons/ft
D. ` lsraTn6fac = Length of Supply Pipe X Volume of Liquid Per Lineal Foot of pipe
350 ft X 0,17D gaLlft - 59.5 Gallons
9. Total Dosing Volume = Delivered Volume plus Drainback
250 gal + 59.5 gal = 310 Gallons
10- Minimum Alarm Volume = Depth of alarm (2 or 3 inches) X gallons per inch of tank
=in X =gal/in = 64.5 Gallons
3EMAND DOSE FLOAT SETTINGS
11. Calculate Float Separation Distance using Dosing Volume.
Total Dosing Volume /Gallons Per inch
310 gal 21.5 gallin = 14.4 Inches
12- Measuring froih�ottcirt of tank:
A. Distance to het ponp Dff Float = Pomp + block height + 2 inches
16 in + 2 in 16 Inches
B. Distance to set Pump On Float --Distance to Set Pump -off Float + Float Separation Distance
18 in + 14-4 in = 32 Inches
C. Distance to set Alarm Float =Distance Co set purnp•On Float }Alarm Depth (2-3 inches)
32 in + 3.0 in = 35 Inches
Volume of Liquid in
Pipe
Pipe
Diameter
(inches)
Liquid
Per Foot
(Gallons)
1
0.045
1.25
0.078
1.5
0.110
2
0.170
3
0.380
4
0.661
Inches for Dose: 14.4 in -
Alarm Depth 35.4 in
Pump On 32.4 in 64.5 Gal
Pump Off 18.0 in 310 Gal
i 387 Gal
15.50
4" INLET
71.00
57.00
1
204.00
024.00
G
m
AREA
A-B
C
LIQUID LEVEL
51
51
VOLUME (GAL)
2126
E1097]
81.00
4" OUTLET
--- — ---7
C 55.00
2.00 4.00
TAPER
LIQUID CAPACITY TO BOTTOM OF OUTLET: 3223 GALLONS
GALLONS PER INCH: 63.2
LID THICKNESS: 6" WITH 1" RECESS
'► MAX BURIAL DEPTH: 8'
MANHOLE COVER
POLYETHYLENE BAFFLE (4)
! I \\ l`MASTIC ROPE
NOTE:
USE SANITARY T FOR BAFFLE ON SIDE INLETS
RUN PIPE TO MANHOLE,
POURED GASKET
Belle Plaine Block & Tile
130 South Ash
Belle Plaine, MN 56011
952-873-2363
952-873-2368 (fax)
3000 GAL 2-CMPT 4" BOOT 1/0 SEPTIC TANK
Model: 3OT N K S 130002-4
Drawing: DZ-3000 2CMP
Drawn By: DJP Date: 10/24/2012
204.00
198.00
64.00 --- 64.00 —4— 66.00
75.00
81.00
i
15.50 15.50
4" INLET 028.00 4" OUTLET
024.00
1 1 ' AIR SPACE
71.00 � 51"
57.00 LIQUID 55.00
LEVEL
—� 3.00 2.00
TAPER 4.00
LIQUID CAPACITY TO BOTTOM OF OUTLET: 3219 GALLONS
GALLONS PER INCH: 63.1
LID THICKNESS: 6" WITH 1" RECESS
MAX BURIAL DEPTH: 8'
w
NOTE:
USE SANITARY T FOR BAFFLE ON SIDE INLETS,
RUN PIR TO MANHOLE.
MANHOLE COVER
OLYETHYLENE BAFFLE (BOTH ENDS)
MASTIC ROPE
POURED GASKET
Belle Plaine Block & Tile
130 South Ash
Belle Plaine, MN 56011
952-873-2363
952-873-2368 (fax)
3000 GAL 1 -CMPT 4" BOOT 1/0 SEPTIC TANK
Model: 30TN KS13000-4
Drawing: DZ-3000 1 CMP
Drawn By: DJP Date: 10/24/2012
UNIVERSITY
OF MINNESOTA
Septic System Management Plan
for Below Grade Systems
The goal of a septic system is to protect human health and the environment by properly treating wastewater before
returning it to the environment. Your septic system is designed to kill harmful organisms and remove pollutants
before the water is recycled back into our lakes, streams and groundwater.
This management plan will identify the operation and maintenance activities necessary to ensure long-term
performance of your septic system. Some of these activities must be performed by you, the homeowner. Other
tasks must be performed by a licensed septic maintainer or service provider. However, it is YOUR responsibility
to make sure all tasks get accomplished in a timely manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and recommendations
designed to extend the effective life of your system and save you money over time.
Proper septic system design, irastallatiort, operation and maintenance means safe and clean water I
Properly Owner Cale Buttenhoff Email cote@comerstone-mn.com
Property Address 2100 Stoughton Ave Properly ID
System Designer Advanced Septic Solutions Contact info 507-301-9548
System Installer Advanced Septic Solutions Contact Info 507-301-9548
Service Provider/Maintainer Advanced Septic Solutions Contact Info 507-301-9548
Permitting Authority Carver County Contact Info 952-361-1800
Permit# Date Inspected
Keep this Management Plan with your Septic System Owner's Guide. The Septic System Owner's Guide includes
a folder to hold maintenance records including pumping, inspection and evaluation reports. Ask your septic
professional to also:
• Attach permit information, designer drawings and as -built of your system, if they are available.
• Keep copies of all pumping records and other maintenance and repair invoices with this document,
• Review this document with your maintenance professional at each visit; discuss any changes in product use,
activities, or water -use appliances.
For a copy of the Septic System Owner's Guide, visit www.bookstores.umn edu and search for the word "septic" or
call $Q(i-322-8642.
For more information see http://septic.umn.edu
Version: August 2015
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UNIVERSITY
OF MINNESOTA
W, bVl l n N' Esl
Septic System Management Plan
for Below Grade Systems
Your Septic System
7 �do
Septic System Specifics
System Type: I 0 II III 0 IV* O V*-- OF
System is subject to operating permit*
(Based orgy MN Rules Chapter 7080.2200 -- 24fJQ)
System uses UV disinfection unit*
*Additional Management Plan required Type of advanced treatment unit
Dwelling Type
Well Construction
Number of bedrooms: Well depth (ft): ren
System capacity/ design flow (gpd): isso ❑ Cased well Casing depth:
Average daily flow (gpd): 1316 ❑ Others ci ( pe fy):
Comments Distance from septic (ift):
Business? eY 0 N What type? i"d"sWW Is the well on the design drawing? 0 Y • N
Septic Tank
❑ First tank Tank volume: 3-o gallons
Does tank have two compartments? 0 Y •� N
i' ond`tank Tank volume. 3000 gallons
❑ Tank is constructed of concmte
❑ Effluent screen:eY ON
❑ Pump tank (if one) 1000 gallons
❑ Effluent pump makelmodel Goulds WE1512HH
Pump capacity ss GPM
TDH 55.8 Feet of head
Alarm (�)Y (N ❑ Alarm • Y 0 N Location Pa".4
Soil Treatment Area (STA)
Trenches: total lineal feet ❑ Gravity
Number of trenches: at feet each distribution Pressure distribution
STA size (width x length): 26 t} x 100 ft W1 Inspection Cleanouts
ports
LocatjQa Qf 4dditional STA: Adjacent
Additional STA not available
iypR;ofdistribution media: Ez-flow
I J I Surface water diversions
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` L ov CAI ti;...
UNIVERSITY
OF MINNESOTA
Septic System Management Plan
for Belo w Grade Systems
Homeowner Management Tasks
These Operation and maintenance activities are your responsibility. Chart on page 6 can help track your
activities.
Your toilet is not a garbage can. Do not flush anything besides human waste and toilet paper. No wet wipes,
cigarette butts, disposal diapers, used medicine, feminine products or other trash!
The system and septic tanks needs to be checked
every 6 months
Your service provider or pumper/maintainer should evaluate if your tank needs to be pumped more or less often.
Seasonally or several times per year
• Leaks. Check (listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly.
1060il-treatment area. Regularly check for wet or spongy soil around your soil treatment area. If surfaced
sewage or strong odors are not corrected by pumping the tank or fixing broken caps and Ieaks, call your
service professional. Untreated sewage may make humans and animals sick. Keep bikes, snowmobiles and
other traffic off and control borrowing animals.
• Alarms. Alarms signal when there is a problem; contact your service professional any time the alarm signals.
• Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. If you do not have one,
consider adding one after washing machine.
• Effluent screen. If you do not have one, consider having one installed the next time the tank is cleaned along
with an alarm.
Annually
• WH ier 64— -- rate. A water meter or another device can be used to monitor your average daily water use.
are your water usage rate to the design flow of your system (listed on the next page). Contact your
septic professional if your average daily flow over the course of a month exceeds 70% of the design flow
for your system.
• Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least every fall,
Fix or replace damaged caps before winter to help prevent freezing issues.
• Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge frequency
based on water demand (gallons) rather than time (days). Recharging too frequently may negatively impact
your septic system. Consider updating to demand operation if your system currently uses time,
• Review your water usage rats. Review the Water Use Appliance chart on Page 5. Discuss any major
changes with your service provider or pumper/maintainer.
Ding eaO:r Wf,by a service provider or pumper/maintainer
• 14ke sure that your service professional services the tank through the manhole.
(NOT though a 4" or 6" diameter inspection port.)
• Ask how full your tank was with sludge and scum to determine if your service interval is appropriate.
• Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4.
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UNIVERSITY
OF MINNESOTA
M
Septic System Management Plan
for Below Grade Systems
Professional Management Tasks
These are the operation and maintenance activities that a pumper/maintainer performs to help ensure long -terra performance ofyoursystem. At each visit a written report/record must be provided to homeowner.
Plumbing/Source of Wastewater
• Review the Water Use Appliance Chart on Page 5 with homeowner.
Discuss any changes in water use and the impact those changes may have on the septic system.
• Review water usage rates (if available) with homeowner.
Septic Tank/Pump Tanks
• Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate the riser
cover for frost protection.
• Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the bottom
of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may not be watertight.
If the water level is higher than the bottom of the outlet pipe of the tank, the effluent screen may need
cleaning, or there may be ponding in the soil treatment area.)
• Inspection pipes. Replace damaged or missing pipes and caps.
• Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear of buildup
or obstructions.
• Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation_ Recommend
retrofitted installation if one is not present.
• Alarm. Verify that the alarm works.
• 5yp and sludge. Measure scum and sludge in each compartment of each septic and pump tank, pump if
needed.
Pump
• Pump and controls. Check to make sure the pump and controls are operating correctly.
• Pump vault. Check to make sure it is in place; clean per manufacturer recommendations.
• Alarm. Verify that the alarm works.
• Drainback. Check to make sure it is draining properly,
• Event counter or elapsed time teeter. Check to see if there is an event counter or elapsed time meter for
the pump. If there is one or both, calculate the water usage rate and compare to the anticipated use listed
on Design and Page 2. Dose Volume: 2i° gallons: Pump run time: Minutes
SoiI'Treaftiiieflt'Area
• Yrrspection pipes. Check to make sure they are properly capped. Replace caps and pipes that are damaged.
• Surfacing of effluent. Check for surfacing effluent or other signs of problems.
• Gravity trenches and beds. Check the number of gravity trenches with effluent ponded in distribution
media. Identify the percentage of the system in use. Determine if action is needed.
• Pressure trenches and beds -.Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean
at recommended frequency.
Vegetation - Check to see that a good growth of vegetation is covering the system.
All other components -- evaluate as listed here:
l reatnuz ru '
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UNIVERSITY
Sep tic SystemManagementPlan
OF MINNESOTA
for Below Grade
Systems
Water -Use Appliances
and
Equipment in the
Home
Appliance
Impacts on System
Management Tips
• Uses additional water.
Use of a garbage disposal is not recommended.
Garbage disposal
• Adds solids to the tank.
Minimize garbage disposal use. Compost instead.
•Finely -ground solids may not settle.
event fromexiting the tank, have
Unsettled solids can exit the tank
tank mords e your
frequently.
pumped q y
and enter the soil treatment area.
• Add an effluent screen to your tank.
• Washing several loads on one day
uses a lot of water and may overload
s Choose a front -loader or water -saving top -loader,
these units use less water than older models,
your system.
• Limit the addition of extra solids to your tank by
• Overloading your system may
using liquid or easily biodegradable detergeats.
Washing machine
prevent solids from settling out in
Limit use of bleach -based detergents and fabric
the tank. Unsettled solids can exit
softeners.
the tank and enter the soil treatment
. Install a lint Filter after the washer and an effluent
area.
screen to your tank
• Wash only full loads and think even — spread your
laundry loads throughout the week.
- Powdered and/or high -phosphorus
- Use gel detergents. Powdered detergents may add
detergents can negatively impact the
solids to the tank.
Dishwasher
performance of your tank and soil
. Use detergents that are low or no -phosphorus.
treatment area.
- New models promote "no scraping".
• Wash only full loads.
They have a garbage disposal inside.
. Scrape your dishes anyways to keep undigested
solids out of your septic system.
Grinder pump (in
- Finely -ground solids may not settle.
Unsettled solids can exit the tank
- Expand septic tank capacity by a factor of 1.5,
home
and enter the soil treatment area.
•Include pump monitoring in your maintenance
schedule to ensure that it is working properly.
- Add an effluent screen.
- Large volume of water may
- Avoid using other water -use appliances at the same
Large bathtub
overload your system.
time. For example, don't wash clothes and take a
(whirlpool)
- Heavy use of bath oils and soaps can
bath at the same time.
impact biological activity in your
- Use oils, soaps, and cleaners in the bath or shower
tank and soil treatment area.
sparingly.
Clean Water Uses
Impacts on System
Management Tips
High -efficiency
furnace
. Drip may result in frozen pipes
- Re-route water directly out of the house. Do not
during cold weather.
route furnace recharge to your septic system.
Water softener
• Salt in recharge water may affect
- These sources produce water that is not sewage and
Iron filter
system performance.
should not go into your septic system.
Reverse osmosis
• Recharge water may hydraulically
- Reroute water from these sources to another outlet,
overload the system.
such as a dry well, draintile or old drainfield.
. When replacing, consider using a demand -based
- Water from these sources will
Surface drainage
overload the system and is
recharge vs. a time -based recharge.
Footing drains
prohibited from entering septic
- Check valves to ensure proper operation; have unit
system.
serviced per manufacturer directions
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UNIVERSITY Septic System Management Plan
OF MINNESOTA for Below Grade Systems
Homeowner Maintenance Loge
Track maintenance activi es here for
- ommy
** Quarterly
*** Bi-Annually
Notes:
`As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain the sewage
treatment system on this property, utilizing the Management Plan. If requirements in this Management Plan are
not met,1 will promptly notify the permitting authority and take necessary corrective actions. If l have a new
system, I agree to adequately protect the reserve area for future use as a soil treatment system. "
-Property Owner Signature: Date
Plan Prepared Bt+: Ben Rynda
Permitfin Authority:
Certification # C654
C2015 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opportunity educator and employer,
ibis material is available in alternative formats upon request. Contact the Water Resources Center, 612-624-9282. The Onsite Sewage
Treatment Program is delivered by the University ofMinnesota Extension Service and the University of Minnesota Water Resources Center.
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