HomeMy WebLinkAboutseptic info including 2002 design SEPTIC SYSTEM INVENTORY
Site Address: 2590 Watertown Rd PID 33-118-23-44-0042
Owner Name: Robert&Janice Suess
Owner Address: PO Box 429 Long Lake MN 55356-0429
BuildingTvpe: residence Installer: Dons Plbg. & Htg.
Date of Permit: 10/23/97
System Type: mound BR's Designed for 5
In Musa?: No Shoreland?:
SEPTIC TANKS:
Material: precast concrete Capacity: 1250, 1000, 1250 Tank Filter:
DRAINFIELD:
Treatment Area: 83*36 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: Well DF: Report In File: Depth: 273
INSPECTION RECORDS PUMPOUT RECORDS
Date Notes Date Ga llonsOfLiq uid
10/1/2005 Okay 7/2/2018 2500
10/7/2003 no surfacing 12/6/2017 2500
10/28/2001 no surfacing,animals digging in mound 6/12/2014 2500.
11/2/1999 no surfacing 12/15/2011 2500
11/18/1997 replacement installation 4/27/2009 2500
11/18/1997,replacement installation 11/26/2003 2500.
11/26/2003 2500',
To: Jeanne A. Mabusth, Building and Zoning Administrator
From: Stephen Weckman, On-Site Systems Manager
Date: September 20, 1993
Subject: #1862 Three Star Trucking - Septic Review
I have reviewed the proposed septic system testing and design for this property and would
make the following comments.
Lots 1 and 2
Site evaluation completed in 1991 was approved for a proposed 2 lot subdivision. Both
sites were tested for three-bedroom homes, but topographic information provided as part of this
subdivision indicates that five-bedroom sites are feasible.
Lot 3
This site was tested in August of 1993 which indicated suitable area for primary and
alternate drainfield sites. The percolation tests averaged approximately 40 minutes per inch and
are within acceptable limits. Site inspection, however, revealed that this site had been driven
over considerably by heavy traffic leaving ruts from 3-12" deep across the drainfield sites. One
or both of these sites may need to be relocated in order to avoid compacted soils. Additional
percolation tests will be required to determine whether the existing sites are still suitable for
sewage treatment.
Lots 4, 5. 6 and 7
These four lots all have both primary and alternate drainfield sites located on slopes less
than 6% with suitable percolation rates and meet required setback distances.
Lot 8
This lot contains an existing residence with a septic system. City code requires, that an
alternate drainfield site be located on this parcel for future use.
Summary
Suitable soil testing information has been provided for Lots 1, 2, 4, 5, 6 and 7. Further
information is required regarding the compaction of Lot 3 and the identification of an alternate
site for Lot 8. Based on the above information, I would recommend tabling the application until
the additional soil testing information can be provided.
lsv
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SEPTIC SYSTEM INVENTORY
Address: 2590 Watertown Rd. PID: 33-118-23 44 0001
Building Type: residence #BRs/GPD 4 Systems/unit 1/1 {
Permit#: none Date of Permit: Installer: unknown
System Type: standard trench Appliances:
r
SYSTEM CONDITION ,T
Conformity: 3 Tank Condition: 8 DF condition: 13 Failure Pot: surfacin
SEPTIC TANKS
Material: Capacity:
Setback to Bldg: 20
DRAINFIELD
Length of Lines #Lines: Trench Width:
Treatment Area: Type of Filter:
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: DF Ht above Wt:
Soil Type: Limitations:
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: Report in File: y
Pump Type: subm. Depth: 273 Diameter: 6 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
8/18/82 no surfacing 2 5/19/93 500
8/29/86 no surfacing 2 10/7/93 1000
8/30/88 no surfacing 2 4/30/94 500
5/7/91 DF surfacing 2 5/24/94 500
6/4/93 no surfacing 2 6/12/94 500
4/22/97 DF surfacing-need risers 3 6/24/94 500
7/15/94 500
7/29/94 500
8/19/94 500
9/8/94 1000
9/30/94 1000
10/12/94 1000
5/22/96 1000
4/16/97 1000
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CITY of ORONO.
Municipal Offices
Street Address: Mailing Address:
`9ItE,gHpg'_ 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323.0066
To: The Current Owner of Address aS '90 (,x..),4 �� �ti✓
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes
No
If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31,2007
December 31,2010
Other
Septic Tank(s) Pump out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
The tank(s) should be cleaned through the manhole and
not through the inspection pipes,this allows for proper cleaning.
Comments:
Inspector: Date of Inspection
Telephone(9552)249-4600 a Fax (952)249-4616
www.ci.orono.mn.us
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CITY of ORONO
` ti Municipal Offices
Street Address: Mailing Address:
2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: IAddress: 'PS-90 AOrdinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
STEM CONFORMITY (1-3).
"CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISIS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
ny ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): s
Tank inspection indicates:
Pu mpout not needed at this time.
Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped 11-26-03 ).
Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the
proper cleaning. Keep water softner and iron filter discharge out of septic system.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D.MMEELD CONDITION(EM:
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: MOV r-Zl X04- or .
Date of Inspection Matt Boltetman- Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
in€ormation.
Telephone(9S2)2494600 • Fax(952)2494616
wwr ci orono.mn.us
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56-1XIZCITY of ORONO
1 N AV
= !Gr Municipal Offices
Street Address: Mailing Address:
Z,+ggOg 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner:__ �.0109 rfi S vP- Address: )5`10
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): 1
1 "CODE SYSTEM" An ISTS which meets all the location,design and constriction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards ofthe current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped U Nkn 0
7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected Inspection risers(4"dia.pipe)must be installed in each tank at neat pumpout. If tanks
have not been pumped out within the last three years,they should be pumped out now.
10 Inspection pipe is located directly over tank baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped
out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION Q1-14
11 Drainfreld is dry,no surfacing evident.
12 Some evidence of surfacing,not critical yet.
13 Drainf eld is saturated and visibly discharging untreated eluent to the surface. Contact the City Inspector immediately.Repairs must be
completed within 90 days.
14 Drainfield extent and condition unknown
COMMENTS: SySfi�� �001LS oK- l�yn.p }��k5 ncxT' Spc:�q ���aIS
d�go�;c�rj �� r..e.tc�y • T1•�� S �ovll� . bt ICep�- 0�
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under current conditions based on the available
information
CITY OF ORONO 0
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 ON—SITE SEWAGE TREATMENT
r$, INSPECTION REPORT
t9k
"Silo ,
Owner: &(EAT 5,U 6:_5_5 Address: ZS9v w1ioc:it-ktm
Permit #I s: `✓6 —Dates: /0 _d_3 -t1 Contractors: R-A
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below. ` '
(This is Yl an existing system l l new construction)
SYSTEM CONFORMITY 1-3
1 "CODE SYSTEMII-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM''-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEMII-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The Limiting soil characteristichas or I l has not been identified at this time. If the limiting soil
characteristic has not been ident" ie , this classification may be subject to revision.)
TANK CONDITION (5-10f;
inspection indicates:
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (411 dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspectionpipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
if tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
field inspection indicates:
4?
Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): Q
COMMENTS:
04
Date of Inspe tion Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly, but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
0 � � _
CITY of ORONO
'` Fr Municipal Offices
ti .a�q
Street Address: Mailing Address:
` CEggOg' 2750 Kelley Parkway P.O. Box 66
fi/ Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: ��� I rl Address: 2590 Watertown Rd.
Permit #'s: none Dates: Contractors: unknown
(This is [x an existing system [ ) new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(The saturated soil level [ ] has or [A has not been identified at this time. If the
saturated'soil level has not been identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 8
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
�.j System is discharging to the surface. Tanks must be pumped out within 48 hours.
�J Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [x] were not confirmed
to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be
watertight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 13
11 Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
0 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : surfacing
COMMENTS:
o,00. 1&
Date of Inspectione7p 'c System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 a ON—SITE SEWAGE TREATMENT
r� INSPECTION REPORT
� G~
�IkES1 0
Owner: � �.�' I Address:
Permit #'s: 110nP, Dates: Contractors: ankvu.,-.
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is -04 an existing system I ) new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
"CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM11-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic l I has orhas not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10):
TId inspection indicates:
CY Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed to each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): IL
Dta4hfield inspection indicates:
Cyt' Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.):
COMMENTS:
Date of Inspection S tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly, but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
_ONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER ► t ��� ADDRESS 4;?5W � /ClJ7.
PERMIT NO.'S. 1422Y- DATES CONTRACTORS
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is W-an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
+�2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
{�7' located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
4 System may or may not meet current City standards for design,construction or location,but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION (m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tank Drainfield inspection indicates:
should be pumped out as soon as possible. Ur Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection_risers IV dia,pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
lliie-rast three years,they should pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Futur Expansion
❑ Soil table,and system condition) Adequate
0 High water table ElLow Fair
❑ Lot size Medium ❑Poor
Lake,wetland,or stream High ❑ Inadequate
Drainage ❑System is causing visible
urface discharge.
COMMENTS: nr`5 {�P
Date of Inspection Septic System Inspector f�/J
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer ofPe Yro rt ,beadildr m»
P
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
SEPTIC SYSTEM APPROVAL
OPAWCOPT
10%,
0
.f . CITY of ORONO
Municipal Offices
Street Address: Mailing Address:
'17i 8KQ� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323.0066
Owner AhCk f Su e 55 Phone
,Q(lH,,o�,me) (Work)
Address o2590 Wri �w►J IU. City�e State n1 Zip 55356
Site Evaluator 5-P L-5f n State License Phone# (t 7-3S-6 6
Type of Establishment: Single Family_ Multi Family
Commercial /lJe Garbage Disposal Yes No
No. Potential Bedrooms $ Est. Gallons Per Day -750
Water Meter Required: Yes Nom Soil Sizing Factor . 6 .1V5 Fez
Perc Rates P-1 GO P-2_5. 7 P-3 30 P-4 P-5 P-6 -7
Restricting Layer Depth B-1 B-2 go" B-3 Zo" B-4 B-5 B-6
Type of Treatment System:
Standard x Experimental Alternative
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 125o f luoO # of Tanks 2-- Lift Tank Size 1250
Pump Brand GPM Head !JJ
Treatment System: ,
Minimum Q o x-62)*65Y 79 Square Feet with 1 inches of rock below pipe
Type of covering Fabric X Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector(249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS IMU ST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and
the following conditions: 24`' of 654m-b A e%-a Pock.8eb, o0h su(Q!� i E r n ate, 2~d
-fa.,k i� u.N+ arN btu fir► Irl fzkAk.s A4
By: zo-22
Chris Pence, On-Site Systems Manager
SYSTEM IS DESIGNED FOR
BEDROOMS. ANY INCREASE IN NUMBER
OF BEDROOMS INYAUDATES THIS DESIGN. Telephone(612)249-4600 - Fax(612)2494616
S-P TESTING., INC. Steven B. Schirmers & Debra M. Schirmers
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX (612)-497-5011
State License #394
July 15, 1998
Robert Suess
2590 Watertown Rd.
Orono, Henn. Co., MN
This site has an existing pressurized mound system that the homeowner would like to
abandon.
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - L+B - Lesueur loam. The seasonally
saturated soils were located at 12" & 20" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate averaging 31.9 mpi.
The existing pumping chamber is deep and must be water tight to be used.
Recommend to raise the tank to elevation 94.0 to prevent ground water seepage. The
' power supply and switches must be located outside the manhole and pumping chamber
in a weather proof enclosure. A warning device must be installed with a light and sound
device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The sod layer below the entire mounded area must be turned over,
just break up the sod, be sure not to over work.
1
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment areas before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should.have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids & fine
solids passing through to the system. Excessive amounts of soaps, cleaning agents &
chlorine agents may kill the bacteria.needed to treat septic effluent. Additives are not
recommended. Recommend to pump & clean your tanks through the manhole by a
certified pumper every 2 years. Check with your pumper to set up a schedule.
c J t k154-
Steven B. Schirmers
2
33--i -- -- 94.0
94.9 itf`2e�4 'P�
1A
e /
l
r
�,
\• \ 41 \ --- / 4 /" / 5�0 MDLa}s0 \x -
Q EY.IST
\ 70s1SE\
4
3 �
939
T(3M'. 70P o�-
�� S�tZy�cE OoDc� E`EJ_ �a�.o
3 N
ell 3D 4 lie N ,
CP ®Percolation Tests Scole:
+� Q661 Borings
�- 06ench. Mork
Note: This system is to be constructed to meet
the Minnesolo Pollution Con!rot Agency
r' Chapter 7080 & Local Ordinance
Check all underground iltilities
PRCPERTY OF: KOaEtW SO,CSS _
2S°I� Wt'�TEf�Tc�vJc�1 �D.
_-
4 C�l<Ot�1� t NENtJ. C-0 M��1
S-/P TEST/NG/N
Designed By:`�- �, Z/
Ca:e 2/L`d ,
PH-612 -497-3566
4' 4'.1 bS
10'A (ear
' S5
')
?LAO VNT--VJ
1
SET- BACKS
� ! o' at '
HOUSE System must be
Tank .3Z from property Ines
from wells
as from b:dgs.
Treatment area — from takes, —. streams
NOTE=Power supply and switches must be located in a
Treatment area 2o from property lines weather proof enclosure outside the pumping chamber and manhole
Ml�t+tto�5 .�+�n tom" � from we•.Is
C�ALCAt L ' aO :from b!dgs.
C! �'from trees SOIL BORING ELEVATIONS
Amin THIII
¢ st��►e �ss,�b Ex,Ysu. .
grade—%TH_2 EL. �
Tank TH03EL.:`4•a
TanDrop to Tank Ia,S� gook .:I PRESSURE DISTRI&MON MOUND SYSTEM TH-4 EL_
`
Min.1'to 8' PumTH
ping . 5 EL-
Max,l'to 4' �f P T1� 1�LS S!�A`a_o Uj Chamber ELEVATION at PROPOSED PUMPING
4'10 6"dia.pipe CHAvBER-°t5.9 -go ,w. i0'0
SYSTEM DESIGN -MOUND
TYPETYPE--I-- ,, 5 BEDROOM , Average percolation rate 31• msg
in./inch (den.83sgft treatment area per gal.of daiy sewage flow) Qw vw p
')So gol./doy x•83sq ft/gd.�aR, sg1t.of irealmed area 4,10%= —zq.ft. (=- IOff.width=_(&_�ft.length of bed area+side slope run__�_to I x1.3 heigtt=.—_ftxo")_ft lawn-area needed)
Clean rock needed- (--13sq.ft.treatmentarea x AOS' depthofrock=(S3 cu.ft-- 27=X_cuyds.(3/4'to2Vfdia. ,includes 27of rock above pipe)
' Clean sand fill below rock needed ��•S cu yds. approx. , sandy loam back fill �_ar.yds.approx., topsoil 6' �O yd rgy� SAu� 0��1 a•� c
I cti)ASttfsO �Et�Ml�rG1��_�SO ACO-AO07o 'CD- `OQSO�L.EGF_11L4Z�c: �-A� `ti�t4lr pl Gov)
Number of tanks required -, 1st tonkI L<0 got. ,2nd tank O00gal.minimurm fws ?LAmV%N' L p►mpE�
Pumping chamber capacity- 25% of daily sewage flow of 'SO gal.=Jl_�gal+reserve sl=ge of 15 Oyri l/BF7.2D gal.+pipe back drainage- PROPERTY OF: S'�T�SS
of_be gal./IOOlin.ftof.3Odio.supply pipe, lin.ftneeded 55 , 0 gal4 manifold )_� ga(./IOO1inftof--,L"dia.pipe,lrtftneeded 7 ,;-go!.
total capacity needed 2So gal.(plus area for pump) use min. 1. ga►t.caP_ o�oia0 ��.1• 1A�1
1 Distribution pipe )/;('do. , Ig0 lin ft, I�-dia. perforations A.6_:oport
Pump size 11 A hp. (pumpable capacity :1.00 gal.4 cycles/day) I I H v---1ao �E�s �S�i �d p'Q-� `'•E`7 Aar% J Min. $-P/TES TING /
Note: When constructing bed , this area shouiJ be shoped Note. Distance from treatment oreo to neighboring wells- Designed By: %&-Z 6P• '
to divert run-off from entering treatment area. 1'4' =11ka1AIvo 612=497-3566
PH.
Dole yL/ ,
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. FLOW �Sewage Flo"in canon per day
Estimated d gpd ;7ya1 Yypen Type 7Ype
or measured x 1.5 = - gpd.
2 300 225 180 60%
B. SEPTIC TANK LIQUID VOLUMES 3 600 Sao 216 g,,
a 6U0 375 256
5 750 45D 2% gn
1_ z to 4- )-)ov o gallons �s 1- M So �,I 70 vti'P -�iAaa�. 6 i o 52560D 32 TQ L
8 1200 675 408 M
eolumns
C. SOILS (refer to site evaluation
1. Depth to restricting layer= ��-ao inches - feet LArAd">
,� � -gin .
2. Depth of percolation tests= ►�'' inches lift is"
3. Texture cLA�{ N-on nn Percolation rate 31-'► mpi 23w' 1� i� XW
S,w n ism 2250 3000
4. Land slope 14 % I7.a ow V 2000 3000 JIM
D. ROCK LAYER.DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
I)SC) gpd x 0.83 sq. ft./gpd = (,aZ sq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') _ /0 ft.
3. Length of rock layer= area+width= � •- -�--
�a a s ft. + /Q _ft. _ tel ft. R'33� D.
'C t
z
q• d�t; r
Width I o ft
<120mpi <10' Length--k3-ft
>120mpi <5'
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock;S¢a.3 sq. ft. x LLL
ft. =54a.cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�cu.ft. +27 =a4 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; ;L9 cu. yd. x 1.4
ton/cu. yd. _ i L) tons.
F. ABSORPTION WIDTH ,UoMdon Width std Tabk
1. Percolation rate in top 12 inches of soil is 31.0j mpi Poe ieoen wm ie "am Rado of+spoon
Minoan Ineb Soil Tmare per day pa widtb to Rock
Texture GL-� k-oA-v, cr+�i .tee rot L.Y. Ab
Fuer duo 0.1 Coarse Siad 1.20 1.00
0.1to 5 Siad 130 1.00
2. Select allowable soil loading rate from table; 0.1 to$ Fine sena 0.60 2.00
O 6 to 15 Sandy Loam 0.79 1.52
y j gpd/ft2 16.30 Loam 0.60 2.00
31 to 43 Sib Loam 030 2.40
46 to 60 Clay Lrnm 0.43 2.67
60 w 120 clay034 5.00
3. Calculate adsorption width ratio by dividing rock layer Sl-d-Ito city 0.20 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ft2+ - 4,5- gpd/ftz= . 2.6/2
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
��X to ft= ;Z(,.,) ft
G. DOWNSLOPE BERM WIDTH Slope.- cover V
1. If landslope is 1% or more,
k layer width from adsorption width ' ' ' '` *
subtract roc .�;a�}:�t:�, �� ;+�..
downslope berm toe .aeu+s.nd
to Obtain minimum .. `,,,, - '.�•�,�•.�., 6-Topsoil
aft-io ft= 10 feet .e�ls°u.A�
2. Calculate Minimum mound Size n°wn:l Width
a. Determine depth of clean sand fill at
upslope edge of rock layer: °O11dth
Separation 3' - 1,o ft = .2.o feet
b. Add depth of clean sand for separation (2a)
at upslope edge, depth of rock layer(1 foot) to depth of cover
(1 foot).to find the mound height at the upslope edge of rock layer,
ft+'ift+ ift = y•D feet ' '��� '
c. Enter table with landslope and upslope berm '. :: ; vps_I�widw .
ratio. Select berm multiplier of
Width-
--';U sl Width �q� :�ax4: Rock Bed ?Q.4Q7�i4�.T nUpslo Width-
Ir
d. Multiply berm multiplier by upslope mound pl y �- � w,ath n cti ¢A
width: 4 '• .. � ..•• .• ��:
berm
height to find upslopeA }
x H. (� _.1�_feet
0 s a t
e. Multiply rock layer width by
Fs th
landslope to determine drop in elevation; Downslope WidAbsorption w,d
/x�-%+ 100 = - feet ,
f. Add depth of clean sand for slope
Toud Le, toy ,
difference (2e)at downslope edge,to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height,
H.o ft+ L4 ft= 4,y feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of 4.1) U
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
yi lu x 4,q = Al feet BERM SLOPE MUI''M-URS
i. Compare the values of step G-1 10
and Step G.2h I- Slo be bm=Wdp�lkn f variotu I,-m--pllersLOPE O toor mriow
Select the greater of the two values as the is% berm slope r tias Pe ratios
downslope berm width; a I feet
Total mound width is the sum of
)• 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
upslope berm (G.2d) 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width(D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90
plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45
.y ft+_j o ft+ a ft= .1_,�' feet 4 3.41 [a:76-) 6.25 7.89 9.72 2.68 3.45_X4.17 4.84 5.46 6.06
k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 10.77 2.61 333 4.00 4.62 5.19 5.71
berm width(G.2d) plus rock layer length(D.3) 6 3.66 5.26 7.14 9.38 12.07 2.54 3.23 3.85 4.41 4.93 5.41
plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
ft+ (.1 ft+�ft= )o feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
a 1 -1- L e1 t a c7 y 9 4.11 6.23 9.09 13.04 18.92 2.36 294 3.45 3.90 4.30 4.63
10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions: 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
64 s� X 9 '7 AO
PLW SFi.RC' ON PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Petforation Discharges in GPM
Head Perforation diameter
Pressure Distibution fen inches
3.a. Select number of perforated laterals 3 7/32 1/4
b. Select perforation spacing= feet. 1.0a 0.56' 0.74
C. Subtract 2 ft.from the rock layer length. a 0. 0.90
(,a- -2 ft.= kc) feet. lob o.80 1.04
Red loyff ria,
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length perf.spacing= C-o ft.+ I_ft.= ao spaces b Use 2.0 feet for anything elsw
e. aO spaces+1 =�_perforations/lateral
f. Multiply perforations per lateral by number of laterals to I N
et total number of perforations. > & x a = L Z perforations.
g. x =�'L gpm.
SELECTED PUMP CAPACITY . H 7 gpm
B.Determine head requirements:
1. Elevation difference between pump and point of discharge.
feet
2. If pumping to a pressure distribution system,five feet for pressure Soil°"W''""y"m
required at manifold if gravity s stem,zero.
_feet qp.>e'r'`
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Dee em
Read friction loss in feet per 100 feet from table(F-14). ape ...._.. _
F.L.= 3 ..15' ft./100 ft of pipe
b. Determine total pipe length from pump to discharge ....................................
point. Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-1.25 times pipe length=
SS x 1.25=.�_feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying Nominal
friction loss in ft/100 ft by equivalent pipe length. pipe dia.
Total friction loss= 3 • L_x--k2--1-100=_ R feet Flow Rate 1.5" 2" 3"
4. Total head required is the sum of elevation difference, gpm
special head requirements,and total friction loss.
20 2.47 0.73 0.11
.e" +Z_ 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 2.06 0.30
TOTAL HEAD feet 45 2.64 0.39
�_ 45 1 111..007 3.28_ 0.48
50 13.46 -:9� 0.58
55 4.76 0.70
C. Pump selection 60 5.60 0.82
65 6.48 0.95
770 7.44 1.09
1. A pump must be selected to deliver at least
�,_gpm (Step A)with at least 12' feet of total hemi (Step B).
S-P TESTING, INC. Steven B. Schirmers & Debra M. Schirmers
951 Katydid Lane NE - St. Michael, MN 55376 - (612) 497-3566
FAX - (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Robert Suess
2590 Watertown Rd.
Orono, Henn. Co., MN
Borings completed on 7-7-98, with a hand bucket auger.
BORING NUMBER 1- Elev.94.4 - MOTTLED SOIL AT 12" - no standing water present
in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
36" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 2- Elev.95.1 - MOTTLED SOIL AT 20" - no standing water present
in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 20" Dark gray brown loam 10YR 4/2
20" - 26" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
26" - 40" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8.
40" - 48" Rusty gray silty loam 10YR 6/2 - mottles 7/1,6/8
BORING NUMBER 3- Elev.94.2 - MOTTLED SOIL AT 20" - no standing water present
in the boring.
0 - 20" Topsoil dark brown loam 10YR 3/2
20" - 36" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
36" - 48" Rusty gray brown clay loam 10YR 6/3 - mottles 7/1,6/8
CERTIFICATION NO.627
STATPE'LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 7-8-98 starting at 11:54am.
Test hole location Suess,2590 Watertown Rd.,Orono.
Test hole number-, Date test hole was prepared-2-7--2&
Depth of hole bottom 12.inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Tospoil dark brown loam
Method of scratching sidewall is Jul& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-7-98, 10:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is h inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
Water remaining in test hole
11:54 12:24 6 1/2 60 30 min
12:25 12:55 6 1/2 60 30 min
12:56 1:26 6 1/2 60 30 min
Percolation rate=fiMminutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 7-8-98 starting at 11:SSam.
Test hole location Suess;2590 Watertown RdOrono.
Test hole numbers, Date test hole was prepared 7-7-98.
Depth of hole bottom 12.inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is lnifz Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-7-98. 10:30am_ Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is fi inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
11:44 prefill 6
11:55 12:10 6 3-1/8 4.8 15 min
12:12 12:27 6 2-11/16 5.6 15 min
12:28 12:43 6 2-5/8 5.7 15 min
1:02 1:17 6 2-5/8 5.7 15 min
Percolation rate=5,7-minutes per inch.
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.,Inc.on 7-8-98 starting at 11:%wj
Test hole location Suess,2590 Watertown Rd.,Orono.
Test hole number3, Date test hole was prepared 7-7-98.
Depth of hole bottom 11 inches. Diameter of hole f inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is kn& Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-7-98, 10:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Maximum water depth above hole bottom during test is!k inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes per inch Remarks
11:44 prefill 6
11:56 12:26 6 1 30 30 min
12:29 12:59 6 1 30 30 min
1:00 1:30 6 1 30 30 min
Percolation rate=aQ&-minutes per inch.
PERFORATEDLOAMY SAND CAP
FABRIC_ LATERALS LAYER GEOTEXTIIE PERFORATED LATERAL
„r41'J 'f'' -=' — -•---_ ,".. ; GRASS COVER 6 INCHES
SANDY LOAM IEAN SAND FILL
SOIL r' ' `� - �•�''}'�:i�� TOPSOIL
•. � �^ •'.?�., �•� �.
J MAXIMUM SLOPE
3 TO 1
LAYER OF GEOTEXTILE ,;, �' ,% L' / ;' *" TOPSOIL �i LEA INCHES 4
FABRIC OR 4 INCHES OF r' ;•„�;;''.� ; PLOWED OR SU
HCOVERED BY - l ! j DISKED SURFACE
BqY BUILDING PAPER �'` :�/ uesolL
CROSS SECTION A-A
PIPE ROM PUMP—
/' f �.•' PIPE FROM
, PUMPING CHAMBER
3/•_2/
CLAN DOCK . DIVERSION FOR
�� �► / J• SURFACE WATER w
6' TOPSOIL� '
�'•' '�• "r i .r •'• �/� ,`t jam,.r.;_ � —
AMA3 PERFORATED I
� �' t-9••//" X ' LATERALS I
`AAI p` •j`'�'_� .. 7:t�h itnt � : : � F=••
Sip 6 BED AREA.
.aNNO 2
FIJI
LAY
BRpk EN ER
UP N: N I W A
BgRRICRR TU IAYF� A — — x : w - m .
I ,
Z z , -
I 20
INCHE HCHES
LAYOUT OF PERFORATED PIPE LATERALS FOR _ I
PRESSURE DISTRIBUTION IN MOUND
DIKE
10
PERFORATED PLASTIC PIPE
TOTAL WIDTH
Io
SPACbqG
PERFORATIONS SPACED 36' •
ON CENTER. p�FORATION RfpRAtlLW I
VIEW ENO SIZE MAY BE V14C.Thi. j6� A. PLAN VIEW
OR
eMANIFOLD END PERFORATION OF A PERFORATED LATERAL
PIPE -
Grow lava
PERFORATIONS ON BOTTOM OF
PLASTIC PIPE T""m
90% �r _ _ ,r``�`r•,:. -•-moi �'�•L�r of C..eleallle FoWk tr faur-
�� =a(ALTERNATE LOCATION }' OW"seed `w M:M "ow)ow
~
OF PIPE FROM PUMP) --a fro Parlor lien dYled Ilrlronally
Into P /Nor lbP .
ajf Pp,a Y Leoal 12'to Edge
END CAP 90. ERAL oy Feld Roc of Rech Lear
rw
/ ERF0RA11:0 Lpr
PUMPING FROM
O MBER aeon trona Leger sa om'I oateral of
Pof .. ..
ir
FNGfN flrlylnei ssu ►.00.►1r ScoruNd
L rf.lw.PlecMe Sewd 1 m..r
Y K•�. '� '` ''fit %5::'.'+ "f �'
REDWOOD, CEDAR OR
WATER TIGHT 5 LOCKABLE ELECTRIC BOX TREATED POST (4 x 4 min)
PLUGS OR ELECTRIC CONNECTIONS —ALL ELECTRIC CONNECTIONS MADE
1
2" PVC CONDUIT SCHEDULE 80 INSIDE BOX
6•SPA CE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED 9„LOCKED SETTLEMENT
SEALED MANHOLE RINGS FINAL GRADE
71
AT LEAST 12�
UNION BELOW GRADE
_ WIRE FROM POWER SUPPLY
PPIPE IS LAID ON A UNIFORM SLOPE FROM
,,
FOR PROPER DRAINBACKIL TREATMENT AREA
SEALED TANK COVER; �—IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST BE USED
WITH ANCHOR — WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
�— MUST NOT RUN OVER ANY TANKS BUT
._SlAR-_WVEL V_ MUST BE LAID BESIDE OTHER TANKS
3”� `�•. AND MUST BE PLACED IN.CONDUIT
ALONG POST
3HUT-QfF.l.E�4� ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL'FLOAT CONTACT.
0.0 ;
Figure F-8
METAL
COVER
X I
v -
rys-
CONCRETE
MANHOLE
RING
I
I
METHODS OF SECURING MANHOLE COVER TO PREVENT
iUNAUTHORIZED ENTRY
Figure C-14
VERTICAL SIDE ALL SEPTIC T�1K
FINISHED GRADE
AT LEAST 6"TO 12" SOIL AT LEAST
_ 4" DIA. � COVER 4" DIA.
I" AT LEAST I" � AT LEAST I"
'MIDI LLA �T DIMENSIONS FOR_TANKS WITH VERTICAL SIDESWIW 24' MLENGTH. L 2 TO 3 TIMES THE DIAMETER 60- MINIMUM
DEPTH. 0 30� MINIMUM 7B' MAXIMUM C
- AT LEAST 0.2 0 _ -
B 6_MINIMUM. 0.2 D MAXIMUM _ 6"
3" C 0.4 D
-..-AT LEAST 4 FEET------
NOTES:
EET-- -NOTES:
1. SAMINiY IECS AT VIM A INCIIES IN Dw IF.n {. AW01fX E OOvEnS SI LALL rt LOCATED VATS 114 12INCNES.
nj i. 11 ET1E SI W L LIC ONE On IAD•IE uN4l IDLES•20•VAST Ir TI IE WWI KxE a MATIN SIX INO ES Of 1110 SLWACE
DlIEnESlONAWlOCA1FONnII1H NILI{fEETOrAILT11ECOvEitMAIDESECLSIFD10MEVE?IACCE L
` S. SC U
PAMINDISTANCEDtIMAEENF.MOFMETPr`f.AN
WALLS. O
�, WALLS. Ct10NPV`EOfATLFiASf4W67IESDIAWEIi NEMESTPOrIIOHWILESHALLDENOLESSIM461HOES
ANtoOnA1M10LESHALLLIELOWEDOyEnODIN11E*4ET On NoMOIIE11NNttNCO ES
N
NJDCUILC•I DCVIOLS.INE CFJ41 Ell L14C Or 11 r'WPM 04 s. ton I X710zou IAL CYLIMCA.TANKS DOACIASION A IS 0.150
PIPES SI ail DE I I IE SAKC.AS I I IE CCN 1 En I WE CO THE AND DIMENSION C IS 0.35D.
GMFLE 01"P OS On SAFMIA14Y ICES.A TWO WSI•EC I CH
Pr•E"I PE LOCAL lU BE I Wrr.N 11 E f ALE T MD Milt ET
DN rLEs.
PENCIL
MARKS +
MANN" E
'• '`' y �►
MET SCUM�• �; OUTLET
•r=_;OUTLET LEVEL
— SCUM CLEAR SPACE' , CLEAN OUT TAMC WHEN:
a — —.— _--- _. .wi• _ >YT '? IS 3' OR LESS OR
B '8 IS 12 OR LESS
>�:::::' '• ,' BLACK COLOR
OF DISTINGUISHES SLUDGE
i.�+:::ti H:;,�• SLUDGE LAYER FROM LIQUID
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK