HomeMy WebLinkAboutseptic info • hf Minnesota Pollution •
Compliance Inspection Form
�- Control Agency
520 Lafayette Road North Existing Subsurface Sewage Treatment Systems
St.Paul,MN 55155-4194 (SETS)
Doc Type:Compliance and Enforcement
Instructions: Inspection results based on Minnesota Pollution Control Agency(MPGA) For local tracking purposes:
requirements and attached forms—additional local requirements may also apply.
Submit completed form to Local Unit of Government(LUG)and system owner
within 15 days
System Status
System status on date(mm/dd/yyyy): 6/4/2018
® Compliant—Certificate of Compliance ❑ Noncompliant— Notice of Noncompliance
(Valid for 3 years from report date, unless shorter time (See Upgrade Requirements on page 3)
frame outlined in Local Ordinance.)
Reason(s)for noncompliance(check all applicable)
❑ Impact on Public Health (Compliance Component #1)—Imminent threat to public health and safety
❑Other Compliance Conditions(Compliance Component#3)—Imminent threat to public health and safety
❑Tank Integrity(Compliance Component #2)—Failing to protect groundwater
❑Other Compliance Conditions(Compliance Component#3)—Failing to protect groundwater
❑Soil Separation (Compliance Component #4)—Failing to protect groundwater
❑Operating permit/monitoring plan requirements(Compliance Component #5)—Noncompliant
Property Information Parcel ID#or Sec/Twp/Range: 3311823440038
Property address: 160 Truffula Trail.,Orono, MN Reason for inspection: Property Transfer
Property owner: Wade Borg _ Owner's phone: 612-859-6011
or
Owner's representative: _.. Representative phone:
Local regulatory authority: City of Orono Regulatory authority phone: 952-249-4600
2-1000 gallon septic tanks,/-1000 gallon lift station and 500 square feet of mound rockbed. per city
Brief system description: records
Comments or recommendations:
TBM: Bottom of the rock bed.The north side of the rock bed has 1.3 feet of sand and the South side has 2.3 feet of sand.
Certification
I hereby certify that all the necessary information has been gathered to determine the compliance status of this system.No
determination of future system performance has been nor can be made due to unknown conditions during system construction,
possible abuse of the system, inadequate maintenance, or future water usage.
Inspector name: Joseph J Olson Certification number: 1255
Business name: Rus n's Soil&Perc.Testing _ License number: 810
Inspector signature: _ ` '---- _� Phone number: 763-498-8779
Necessary or'Locally Required Attachments
®Soil boring logs ® System/As-built drawing ❑Forms per local ordinance
❑ Other information(list):
www.pca.state.mn.us • 651-296-6300 800-657-3864 TTY 651-282-5332 or 800-657-3864 Available in alternative formats
wq-wwists4-31 • 1114111 Page 1 of 3
Property address: _160 Truffula Trail.,Orono, MN Inspector initials/Date: J. O.6104/18_
1. Impact on Public Health —Compliance component#1 of 5
Compliance criteria: Verification method(s):
® Searched for surface outlet
System discharge sewage to the ❑Yes ®No ® Searched for seeping in yard/backup in home
round surface. ---
--- ❑ Excessive ponding in soil system! - oxes
System discharge sewage to drain the ❑Yes ® No ❑ Homeowner testimony(See Comments/Explanation)
or surface waters. _.. _ _—'—_._ ❑ "Black soil"above soil dispersal system
System cause sewage backup into I ❑Yes ® No ❑ System requires"emergency'pumping
dwelling or establishment. _ ❑ Performed dye test
Any"yes"answer above indicates the system is ❑ Unable to verify(See Comment&Explanation)
an Imminent Threat to Public Health and Safety. ❑ Other methods not listed(See Comments/Explanation)
Com ments/Explanation:
2. Tank Integrity—Compliance component#2 of 5
Compliance criteria: Verification method(s):
System consists of a seepage pit, ❑Yes ® No
Probed tank(s)bottom
cesspool,drywell,or leaching pit. ® Examined construction records
Seepage pits meeting 7080.2550 may be ❑ Examined Tank Integrity Form (Attach)
compliant if allowed in local ordinance.__ __,_,._,�___.._—___ __ ❑ Observed liquid level below operating depth
Sewage tank(s) leak below their ❑Yes ® No ❑ Examined empty(pumped)tanks(s)
designed operatin depth. _— ❑ Probed outside tank(s)for"black soil"
If yes,which sewage tank(s)leaks:
_____....—.._-----..-_--- ❑ Unable to verify(See CommentwExplanation)
Any"yes"answer above indicates the ®Other methods not listed(See Comments/Explanation)
system is Failing to Protect Groundwater.
Comments/Explanation:
Elmer J. Peterson Company pumped the tanks.
3. Other Compliance Conditions—Compliance component#3 of 5
a. Maintenance hole covers are damaged,cracked,unsecured,or appear to structurally unsound. ❑Yes* ®No ❑Unknown
b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes* ®No ❑Unknown
*System is an imminent threat to public health and safety
Explain:
c. System is non-protective of ground water for other conditions as determined by inspector ❑Yes* ®No
*System is failing to protect groundwater
Explain:
-- • Available in alternative ormats
wwN.pca.state.mn.us 651-296-6300 800-657-3864 TTY 651 282 5332 or 500 657 3864 page 2 of 3
wq-wwists4-31 • 1124112
rage 3 of 3
Tank Report
Date: June 4,2018
Elmer J.Peterson Co.
5921 Dague Ave.
Delano,MN 55328
Phone 763-972-2420
Fax 763-972-7217
MPCA License#219
Wade Borg
160 Truffula Trail
Orono,MN 55356
612-858-6011
Baffles: , / OFF
Tank Capacity: 3-1000 gallon tanks
#of Tanks: 3
Type of Tanks: Concrete
Gallons Pumped: 2500
Manholes to Grade: YES / NO
Comments:
On June 4,2018,Elmer J.Peterson Co.pumped tanks. Homeowner uncovered manholes(all 3—5
inches deep). No cracks or water leaking in tanks at that time.
NOTE:This is only a tank report. This is not a compliance inspection for point of sale nor does it
replace a compliance inspection.
i
Property address: 160 TMfula Trail Inspector initials/Date: 6/4/18
1. Impact on Public Health—Compliance component#1 of 5
Compliance criteria: Verification method(s):
System discharge sewage to the ❑Yes ❑No ❑ Searched for surface outlet
_ground surface. __ i ❑ Searched for seeping in yard/backup in home
System discharge sewage to drain We ❑Yes ❑No ❑ Excessive ponding In soil systemlD-boxes
or surface waters. ❑ Homeowner testimony(See Commente/Expwmtion)
❑ 'Black soil"above sail dispersal system
System cause
sewage backup into ❑Yea ❑No ❑ System requires"emergency pumping
dwelling or establishment. ❑ Performed dye test
Any yae"answer above Indicates the system is ❑ Unable to verify(See CommenrstExpranation)
an Imminent Threat to Public Health and Safety. ❑ Other methods not listed(See Commentw&pranet on)
CommentLIEVlanation:
2. Tank Integrity—Compliance component#2 of 5
Complier criteria: Verification method(s):
System consists of a seepage pit, I ❑Yes ®No ❑ Probed tank(s)bottom
cesspool,drywall,or leaching pit. ❑ Examined construction records
Seepage pits meeting 7080.2650 may be ❑ Examined Tank Integrity Form(Attach)
—COV-. if allowed in local ordinpnoe:
❑ Observed liquid level below operating depth
Sewage tank(s)leak below their ❑Yes ®No ® Examined empty(pumped)tanks(s)
defined operating depth.
If yes,which sewage tank(s)leaks: ❑ Probed outside tank(s)for'black soil"
Any"yes"answer above Indicates the ❑ Unable to verify(See Comments/Expran&0on)
system is Failing to Protect Groundwater. ❑Other methods not listed(See CommerNyExptanetbn)
Comments/Explanation:
On 6/4/18,Elmer J.Peterson Co.pumped tanks.
3. Other Compliance Conditions-Compliance component#3 of 5
a. Malntenance hole covers are damaged,cracked,unsecured,or appear to structurally unsound. ❑Yes• ❑No ❑Unknown
b. Other issues(eleksrtcd hazards,etc.)to immediately and adversely impact public health or safety. ❑Yes` ❑No ❑Unk own
'System is an imminent tlueat to public health end safety
Explain:
c. System is hon-protective of groundwater for other conditions as determined by Inspector ❑Yes' ❑No
'System Is loping to protect groundwater
Explain:
www.pca.state.mn.us • 651-296-6300 • 800-657-3864 TTY 651-282-5332 or 800-657-3864 • Avallabte in altemattve formats
wq-wwfsts4-31 • 1/24112 Page 2 of 3
Soil Observation Log
wvvvv.SepticResource.cont vers 12.4
Owner Information
Property Owner/project: Wade Borg Date 6/4/2018
Property Address/PID: 160 Truffula Trail
Soil Survey Information ❑ refer to attached soil survey
Parent matl's: [l Till ❑Outwash ❑ Lacustrine ❑Alluvium ❑Organic ❑ Bedrock
landscape position: ❑Summit ❑ Shoulder Side slope ❑Toe slope
soil survey map units: L45A slope % direction- Lineal
Soil Log#1
Q Boring ❑ Pit Elevation 100.9 Depth to SHWT 38 inches
Depth(in) Texture fragment% matrix color redox color consistence grade shape
loose loose single grain
0-*26 Fill <35 friable weak granular blocky
Linn moderate prismatic plate
rigid strong massive
26-34 Topsoil <35 10yr3/2 Friable Moderate Block,.
34-38 Clay Loam <35 10yr4/3 Friable Strong Blocky
38-46 Clay Loam <35 10yr5/4 10y4/8,1-6/l0y Firm Strong Prismatic
<35 loose loose single grain
35-50 friable weak granular blocky
firm moderate prismatic platy
>50 rigid strong massive
Comments:
160 Truffula Trail Soil Log#2
❑ Boring ❑ Pit Elevation 100.2 Depth to SHWT 48 inches
Depth(in) Texture fragment% matrix color redox color consistence grade shape
loose loose single grain
0-32 Fill <35 friable weak granular blocky
firm moderate prismatic platy
rigid strong massive
32-44 Topsoil <35 1Oyr3/1 Friable Moderate Blocky
44-48 Clay Loam <35 1 Oyr4/3 Friable Strong Blocky
<35 loose loose single grain
35-50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
35 -50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid Istrong I
massive
160 Truffula Trail Soil Log#3
ED Boring ❑ Pit Elevation Depth to SH WT
Depth(in) Texture fragment% matrix color redox color consistence grade shape
<35 loose loose single grain
35-50
friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong ntassrve
<35 loose loose single grain
35 -50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
35-50 -
friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
friable weak granular blocky
35 -50 -
>50 firm moderate prismatic plate
rigid strong massive
<35 loose loose single grain
35 -50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
1 hereby certifi>this work was completed in accordance with MN 7080 and any local req:v.
Rusty Olson's Soil & Perc 810
De ' r Signature Company License#
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O O CI'T'Y OF ORONO
Aq Municipal Offices
Street Address Mailing Address:
2750 Kelley Parkway P.O.Box 66
Orono,MN 55356 Crystal Bay,MN 55323-0066
kEsH0
To: The Current Owner of Address 160 TRUFFULA TR
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 954-249-4626 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 No ompliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump out eeded
Yes
No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) years. City records indicate the tank(s)were last pumped out on AJ'Z> �A
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 (952)249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
City of • •
Melmlo
To: Orono residents on mound type septic systems
From: Willie Gibbs, ISTS Manager
Date: May 10,2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent(the liquid left after the"other" stuff has been removed)
in the summer time and allows the mound system to help breakdown nitrogen in the effluent.
Do water the grass over the mound in extreme dry conditions,sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing)or signs of potential failure.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember,that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns or questions concerning your mound system
please feel free to call me,I can be reached at 952-249-4626.
1
fi. CITY of ORONO
Municipal Offices
Street Address: g5a'a49'y�° O Mailing Address:
2750 Kelley Parkway P.O. Box 66
g�',, ' Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: `_) l`Ju o A
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 "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 ISTS 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 any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped IJ Ci "a[..•.<0 ).
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 to prolong life of drainfield. Ask pumper to test
alarm float to verify alarm is still working in your house. The alarm warns owner that septage is about to backup into basement.
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.
DRAINFIELD CONDITION(8-10):
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: )��� f'9s'1 s?
-7,
Date of Inspection Septic System Inspector
o .
o .� . o
CITY of ORONO
,s` titi Municipal Offk=
Street Address: Mailing Address:
' gp 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, NMI 55323-0066
To Current Oar: Address:
I60
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):
J
l 1 1"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 ISTS 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
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): b
Tank inspection indicates:
5 Pumpout not needed at this time.
6Optic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years;
Tank was last pumped ).
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 syl;tem.
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.
DRAINFIELD CONDITION(8-10):
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:. M6.1C-J
Date of Inspection Matt Bolterman- Septic System Inspector
Note: In the event that"impaction report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this rrport does notguaranwe
w ou y that a exiseg sysism will continue to function properly,but is merely an opinion ofthe adequacy of the system under current conditions wed on the available
Wephone(952)2494600 • Fax(952)2494616
www.cioronomn.us
r CITY of ORONO
Municipal Offices
l ►,.;;, ` �i Street Address: Mailing Address:
�xE$14 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323.0066
Owner: W C,,U 'L. &E�-
Address: 166 /Try ;-� j\c� Troe
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.
YSTEM CONFORMITY 0-3 :
1 "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,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 of the 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 f5-10): �o.
Tank inspection indicates:
5 Pumpout not needed at this time. 1.
6O Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped V N, C, w r\
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 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 01-14 :
11 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 CityInspector immediately.Repairs must be
completed«ithin 90 days.
14 Drainfield extent and condition unknown.
CONSENTS: S-15--Kr- \ OAS C)
0�
Date of Inspection Sepfic 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.
ocoey
0 0
CITY of ORONO
Municipal Offices
` K,a Street Address. Mailing Address.
pg� 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: Address: 160 Truffula Tr.
A ole &�'p
Permit Vs: 7560 Dates: ll 2/95 Contractors: J. B. Diggers
(This is [x] an existing system [ ] new construction) .
STEM COMPLIANCE (1-3) : 1
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.
3 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 is [ ] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
eFnk,NK CONDITION (5-9) : 5
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 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.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are or are not [ ] water tight or the condition is [ ] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
R�kINFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 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. ) : low
COMMENTS:
q—?— ?q
Date of Inspection Se is 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)249-4600 • Fax(612)249-4616
- PERCOLATION TEST SHEET - 4
MQ o (,)o C, Woo[) t (;ti» s � SSS
Test hole lcxation
!,a 4—--/ Hole N
� �<�' l A Date test hole was prepared:
llcpth of hole bottom: inches Diameter of hole: inches
Soil Data from test hole:
soil iex ure: \\11 roil color
0� 4C
riethod of!.cratching sidewall. Depth of pea size gravel in bottom of hole. 2- inches
Date and hour of initial water filling: JIB 5/ 0',Depth of initial water filling; a bove hole bottom
,Method used to maintain 12"of wa depth in hole for 4 hour
Percolation test conducted by; Percolation test started at 1 am pm).
h1.1:imum water depth above hole bottom during test-- `1' inches 1 `�
WATER WATER PERC RATE conveniotts
INTERVAL WATER DROP DROP CALCULATION
TIME (MINUTES) DEPTH (traction) (decimal) 1116_.06
(' U
START
��_ -- 1'
j��° 3116=.19
C �i 3 30 _ __3 / B 114:25
REFILL
V � c _^TJcc�-�- '7� c TIME � DROi> YfiRC
1C_,n ��• --- �-- - --9- --- o (Decirnrl) 5116:.31
�• V ! 1�-``�-- REFILL -�✓"
01% 1- __ I IA1F: DROP YE KC 7116=.44
h+l M
CL I REFILL
U a fPi 133!I(, 1 ocirn >Iastc 1R=.S
O — E 9116=.56
REF11.1. _-____-- — _
'TIME DROP YC.R
-------- -------- ---------- %:.63
0 IF
a REFILL _ - 11116=.69
_ _._--- G 314=.75
REFILL I_ITa5I, 13'16=,81
_—___ - ---- --- (Deems l)
H 718:.118
I•IM12 llR01> f>CRC 15'! =S4
------- -------- ---------- -----------
Ten
__ (Decirnall
Ten Percent Calculation "
ri,E3 ,c
13,C,11 61'
.37 _. 34, / _ �?, _
Kir
�: 3�1, / ,< V.Ytt _ 3/t/
.. --- rti�i�Tlr.wl-x�r-iri"r>
� - r..rll.:»t N .� I�.. yi,....t M ..7Tt'•r �11.•r1��I•
x
0-1,, - >< 0.10 - �'V
G. .I .•l a�-r�TST �—X77-":"i 7T�fTiT"lr'
i- µ.��rr:rr•.r•r: s:: rT-Fa- rt-
x O.Yt/
:TF�Tr
If tho top number in each set of boxes is larger than the bottom number then take another reading. If
the top number is equal or smaller than bottom number, averages the throe nurnt�,ers for the pore rate.
- PERCOLATION TEST SHEET - `
Test hole location ��G
r ��� / Hole N Z� Date test hole was prepared: ! 17 '
Depth of hole bottom: Z- inches Diameter of hole: inches
Suit Data from test hole:
dr�•th. �l,.,lr� soil textu � ioil color
Xoi`4 1-71._
Depth of ea size gravel in bottom of hole: inches
)tlethud of e.eralehing aidewall: G-� P P
/� 3Q/Y) _De initial water filling;
Depth of L� above hole bottom
Date and hour of initial water filling•.� P
method used to maintain 12^of water depth in hole for 4 hours
percolation test conducted by; 1�• f� Percolation test started at / (am�gpin).
Afaxinlum water depth above hole bottom during test:
inches
WATER WATER FERC RATE conversions
INTERVAL WATER DROP DROP CALCULATION
TIME (MINUTES) DEPTH (fraction) (decimal) 1116=.06
a
1lB- 13
�� 3 (� 30 _ 1 _ _30 j,
START0 _ ----- ] _—
I TIMI= D1<C>Y 1,L_KC
3116=J9
13 �,
REFILL _ � O' � 7 -_?j0 114:.Z5
U► ON 11Q1 C 'J. ---3C,-- -`1--��- - 9�--- cDacir„al> 5116=.31
x , _ ------- ------- f
c ) RLFILL - -/ — lCr - l�1.� 3�6r / 3r8_ 38 t1
p .. —t=_
-
W _------ -- ----- 1�---- (�, 0 TIME DRC]V I>Flic
ht6=.40
REFILL ---
----
QI/ 1G - �- 1I� DKr)P I'LKC 112=.5
G ---�C)-- ------- Sl'..- (hocrrna+l) _
--- — — ^E 9116=.56
a I(LF11.1 --------
rllr/€ t t>�{i�
' -----_-- -- _ (Dccrm-,Kc�Y al 518=.63
--------
REFILL 11116:.69
---- -- --- -----
G 314=.75
REFILL ___ _____ _
rYrnl. ntii�:>' NI�.K� 13'16=.81
--- -------- ------- - ------- -- -- ---- -- cDecirr,m�-
--- 718=.88
REFILL --------
----------
------------
Ten Percent Calculation
”' _-__-_---- i..: i 7/�-i'-YT�i� .�.n>i.1T:�-r:
I.a.µ.:., a-�2cr;�I►� s:::.:ll�Aa-A�.I��T►z- 3 GJ 7
>Q x
0,10 - 311
C .
C7S7iw
r n�--x.
[r-µ�.i� rt�Fc: 5 ll. i X-irTx"L:- -- >»�K•:i"�J rZ'z:Tl Tl.:�i u:iTr Tl-
1
�,..�Ir x�rs•_rz: O.10 — . rr•�rI
_
top numbor in each set of boxes is largor than the bottom number than take another reading. If
thea top numbor is equal or smallor than bottorn nurn5er. average) the throe numbers for the perc rale.
. r
�>>C aUJ u` w - PERCOLATION TEST SHEET - _
� Date ter as prepared:
'Test hole locatiorth U � � 1 Hole 11 �
Depth of hole bottom: i inches Diameter of hole: inches
Suit 1)ata from test hole:
de,-th, :It,lir:, soil iextu soil color
1lelltuai of cralching sidewall: — Com\ Depth of pea size gravel in bottom of hole: inches
llate and hour of initial water filling 1� •3/'/'7_Depth of initial water filling; ?- above hole bottom
Method used to maintain 12"of water depth in hole for d hours- t�Xrrrr�v Xc� 'A-IL U'"\-'
Yercolation test conducted by; 1, ►\�'�� Percolation test started at_(7 a /pm).
Maximum water depth above hole bottom during test: inches
WATER WATER PERC RATE- ;onvelsions
INTERVAL WATER DROP DROP CALCULATION
-(IME (MINUTES) DEPTH (fraction) (docimul) 1116_.06
118=.13
a
STnRT3116=.19
�5 I/ 'I'IMh DItC)I' l'LFtC A
U 04
RE1:1 LL _-- ) _ 1,00 _30'6 13 114- 25
TIME llKOF' Y1_RC
3c� - o _ (Da-c .1) X116:.31
a prW, /•��' .3-``-� ( �\ 7 = ---�--x�) --- --O--_-_-� —T-• -IM--E --aR[FILL
3 1
P4 5 _0n
, are--.38� DKOFPF-KC
U ------ (Decirnal)
IS � 1116:.41
REFILL - _3LT-/
r1MI nKc> > >cKc
{�
112:.5
0
9116=.56
3/lfp ��l b b>Vn I iihtL- 11KC)N i>> Kc [p
_-- T nGCIR\aF .MD=.63W
REFILL F
--------- ------ --- --- 11116:.69
-- -- TIME'_ DKOP YEKC
--�--- -------- -------- --------- ----------
(Decimal)
---- — G 314:.15
REFILL
-- ----- ----
YL•K� 1316=.81
---- rZ�C .� �-� •rlMe r)KOY
---- H 118=.88
—P KC 15"•': 9l
------- -- ----- (Lecin,.0
Ten Percent Calculation "
ss
ar.: nc
M
� 3 x
0.10
C ,tt,E 13,E,F
" W ..r -TSt ir�..••1-I ca.a
,3,/. / 3>`/ " u.10
j. _ - _
t--µ��i 1J—T"T'FC; S.r 11�•y�T'�i'Z: T=:.�yl��i JI:.1'-T•'Z'.TY r—.,-i1�:.t-:l.�'7'7;T[
,. 0.10 _ �� s..zi rT-urK
if 1h", top number in each sot of boxes is larger than the bottom number then take another reading. If
ilio top number is equal or smaller than bottom nurnhor. avera=ge tho throe numbers for Ilio perc ralfi.
- 3
G. CCVV-N3L0PH D=E WIDTH
1. If tand?slope is 37o or more, subtract rock layer width from
a'lsorption width to obtain minimum downslope dike toe
ft - /o ft = /ti feet
2. Calculate lyLininlura mould size based on geomete-ry:
a. Determine depth of clean sand fill at upslope edgy of rock
L
laver: Separation : 3 ft- ! 3 = 4 .? feet
b. Add depth of clean sand for separation (2a) i root cover
at upslope edge, depth of rock layer (1 foot) 1'"60,1 ao .�
r y se aratlon /•9 feet
to depth of cover (1 foot) to find the
mound height at the upslope edge of rock Uas J�e w o.n sioce o�rrerence� �t
J,-) ft + aft + aft = 3- 7 feet -- rer' FCCk°e•.Wlr't
c. Enter table with landslope and upslope dike ratio. -2et C0wn51Cpe'vi J;n
Select dike multiplier of 3: uS s2l-.�L re°`
a d. Multiply dike multiplier by upslope mound height
O to find upslope dike width: ys x 3. 7 = 0 feet
e. :Multiply rock laver width by landslopto determine drop
in elevation; Slor-- Difference
CONto x 'Y-`0 -�- 100 = o-` feet
A2" leoth of clean sand for slope difference (2e) at
U p., downslupe edge, to the mound height at the upslope edge
W of rock layer (2b) to find the downslope height;
a 3. 7 ft + o. 1/ ft = A-0 feet
ps�. Enter table with landslope and downslope dike ratio.
a' S"1ect dike multiplier of /• 7U
h. ivfultiply dike multiplier by downslope mound height (20
to get downslope like width: c.1,76 x tel,I 2C7 feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the do,.vnslope dike width;
247 _ feet
j. Total mound width is the sum of
upslope dike (G.20 width plus rock -1-zree�
laver width (D.2) plus c.f 3, ( a«K aea w otn I
_ fejt
downslope dike width(G.20; wilooe wlau uoslocs c;
1.3 ft + /o ft + -z-o ft = `I3 feet s felt _ ref
k. Total mound length is the sura of €
.'
Oo..r tote W1Ctn
upslope dike width (G.2e) plus rock layer o reef
len<Tth (D.3) lus upslope dike width (G-2e);
P
13 ft + (P'6 ft + /3 ft = `i 14 feet
( U Tctalleng:n Jos
uwnNuFx p�ope
3:1 4:1 5:1 6:1 7:1 la 4:1 5:1 (X1 7:1 3:1
c-'x
33 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 5.0
l 3.') 4.17 5-:6 6.13 7S3 1-91 3.&S 4..'65.66 651 7.61
3.14 4J5 5So 61 KI 3.16 L33 3.70 l54 536 6.11 6.90
33�) --y z6„ 5 63 7.32 3.96 2 7S _J_S7 t_1S S.(s S.� 6AS
311 ( 4.`6 6`5 7.39 9.7: 268 �_ 3.4.5 4-17 4.34 5.46 6n6
5 3.1 _ U &67 5-r 10" 2.61 737 /.CO 4.62 5.19 5J'1
6 Sed 5 2S 7.14 938 1207 1_54 3 ZI 3.35 4.41 4.13 SAI
7 1 J0 5 74 7.69 1034 13.:3 L43 3.12 3.1-0 4-Z) 4.;J 5.13
3 3.95 5A8 1-'0 1154 1591 2.0 3.t3 3.57 4.05 4.49 463
9 4.11 d:5 9 L9 U.G4 13.92 L36 L94145 3.':0 4.10 4LS
10 4-1) 607 1C.1 151X7 2333 2.31 256 3.23 3
.%� 4.12 4A6
n 4.4n 774 11:1 1765 30U 26 2;3 31J 361 ].r5 416
13 4W
7br •L`J .LU U'S ::1 2.70 3.12 249 3e0 4.71
S-'�n��amR�lul
L Dctcrmf nc Sur(acc Arca -f-
a
Roctangic - Arca :- L x W Wath 0 a
_ --_ x_ a square feet 1 ,
l.cngth
Circle= Arca = r< x (Radius)' C
3.14 x x square feet
Radius ai p M
Other= Get Surface Arca from Manufacturer R= 3.1a W
square feet O x
?. C.1lcul,lte Gallons Per Inch p
There are 7.5 gallons per cubic loot of volume, therefore you must multiply the arca a
times the conversion factor and divide by 12 inches per foot to calculate}gallons per itch
Arca x 7.5 gpft' + 12 inchs per foot /J7 �i�
x 7.5+ 12 = J 9�/`gallons/inch �' a O �0
{ Calculate Gallons to Cover Pump (with 2 inches of water covering pump) Estimniod Scwagc Flows in Gallons per day
(1-1cight (in) - 2 inches) x gallons/inch (42) (FPd)
(- — + 'L ) x ?9. `-/=L22�gallonsuof cr , Type! Typc If Typc III TYpe
4. Calculate Total Pumpout Volume Tlcdrooms IV
t. 1 o maximize pump life select sump size for 4 to 5 pump operations per d;lv. 2 300 225 IRO
- 3 450 300 218 ��
) gpd +4 gallons per dose 4 600 375 256 Ur the
Calculate drainback _ � 7=Sf3 450 294 .•I.�
1 [)L-termine total pipe length, ?5 feet, 6 90U 525 332 JYN t.
2. 7 1050 600 370
D('tcrmine liquid volume of pipe, 7•y gallons per 1OU feet. 8 1200 675 408
l Nlultlply Icngth by volume: Drainback quantity•
7i feet x 17.y gallons/1O0 ft.a 3 gallons.
c. Total pump out volume equals dose volume+drainback c "u'""" '^` T
gallons per dose+ /3 gallons. 20 % gallons 1.25
Calculate Volume for Alarm(typically 2 to 3 inches) 1.5 Depth (in)x gallons/inch (i! ) Z2.5 gallons , 3 4
Calculate Reserve Capacity(75% the daily flow)
Daily flog (sce page D-7)x .75= 1
i x ,95- 7.51' f+aIIons
1,OC'
Calculate total gallons Reserve Capacity
I;ailons ever pump +gallons pumpout+gallons alarm +gallons reserve capcity �' ���`
3r3+ H4 c+/: 5+q 6 (I
+72,S'O 13 Ya gallons ISG ��;>�> Alarm
Total Depth (Total gallon divided by gallon per inch) Pump On
Total Gi!lon (317)+gallon/inch(312)
* > 1 - aY y inches - C' To 1 Pt-.spout lblumc
Pump Off
Fnat Separation Distance(equal total pumpout volume) Pump Hci hi ,
Total F umlx)ut volume(#40+f;allons/inch ( 2)
Inches
PUMP SELECTION PRO EDLmE
ESD PERFORATION of a PERTORATEO I-ATEnn;
A. Determine pump capacity: (1
Gravity Distribution --�
1. Minimum suggested is 600 gallon$per hour(10 gpm) to stay ahead of #-�- -
F
.l U.I..I.,
water use rate. �..�,w 1.,• Un- X.
..r l
Maximum suggested for delivery to a drop box of a home system is 2,700 ;x,,
gallons per hour(45 gpm) to prevent build-up of pressure in drop box.
r•Y1M�1 W1.l Kq l...1
Pressure Distibution C1..,.%d"1A.. 1.
a3. a. Select number of perforated laterals _r---
C b. Select perforation spacing= -3 feet. U..".
U 04 C. Subtr ct 2 ft. from the rock layer length.
w..t,r.. �Wl-2 ft. • (c Q, feet.
d d. Determine the number of spaces between perforations. rnnLF o1'PERFORATION 1);S0 t,,rccs IN cr
Length perf. spacing a�ft. + 3 ft.= a
O C ' $pdCCS head .Perioratlon dumeter(Inches)
fy M c. spaces+ 1 = _perforatioruJlaterai
00 IV f. Multiply perforations per lateral b number of laterals io
get total numberof perforations. �3x "-� �=Ss I perforations. 1.0,._ 0 6 0.?�,-
C,Cf x�> 1`� _ `)`' tri. 90
a -,,e,„ �,;�,, --gpm. 1.5 0.69
2.0b 0.80 1.04
a SELECTED PUMPCAPACITY gpm 25 089 i 1.1;
3.0 0.98 12B
4.0 1.13 1.47
U. Determine head requirements: 5.0 116 1.65
1. Elevation difference between pump and point of discharge. ,use 1.o root or head for residential systems.
to feet bU.2.0 feet of head for other establishments
if pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
-5-, feet 11
3. Friction loss
a. Enter friction loss table with gpm and pipe d1ameter. S'L) f)l r� PIPs Length
Read friction loss in feetr 100 feet from table.
lx
F.L.= , yY ft./100 ft of pipe Puint of Disch..1 .._.
b. Determine total pipe length from pump to discharge Elevation Ui[fcrcncc
point. Add 25 percent to pipe length for fitting PurTtp
loss,or use a fitting loss chart. Equivalent pipe
length- 1.25 times pipe length is F-18b
V 6 T x 1.25 a c c/ feet
c. Calculate total friction loss by multiplying 1.5 mh 2.0 inch 3.0 inch
_ 8Pm v�*tao n or pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss- c4 x _ �� 10 0.69 0.20
+100= 3 - felt 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
L' + 5 + S `5 25 3.73 1.11 0.16
(1) (2) ( c) 30 5.23 1.55 0.23
`J 35 7.90 2.06 0.30
TOTAL HEAD f`� ?S feet 40 11.07 2.64 0.39
45 14.73 3.28 0.48
s0 L 3 V) ' 0.58
55 4.76 0.70
C. Pun1p selection 60 5.60 0 82
L A pump must be selected to deliver at least
�� gpm (Step A) with at least LU, feet of total head (Step 13).
;LOPE DL<- WIDTH
1. 1t is T:'o or n;ore, subtract roc!< laver widtli from r� 3
a '.s :i)r on .�'i('th to obtain minimum downslope dike toe
�_
oy�l` ft - /G' ft = _/11/ feet
?. Lalc'1late 1!inirlurlr mound size based on geometery:
a. D,,ter;:line depth of clean sand fill at upslope edge of rock
I_1yt2r: Sq2r2ttori : 3 1t- _ feet o
'.;. :add d12'th of clealr sand for separation (2a) ,�� y�l I foot Cover '
a; ut�slo�e edge, depth of rock layer (1 foot)
cot Ro eo °
of cover 11 foot) to find the SroaratIon feet
Il�it'ht at the upslope edge of rock sloce Dlfrerencec), et
a U;c Ic^e wic;th
/• -� ft + lit + lft = 3-s feet �3-rrrt
pock Q.�'N�;•n
1.7"'er t':Dle w" landslope and upslope dike ratio. -1-0- et cuvvcslcoe N,]:n
of .3.�. ,yG
�A f•.:l:iply dike m,l.:1.t4pher by upslope mound height
t(` ..:1d ll'Jslope dl'.C' '.Y1C�i;i1:. �__ X 3,'S J - JQ. 5-feet - /3
o. rock 1 Cr WiLith by 1a11dJlUDtU (10t(''11,1111e (trop
aill 1' vation; SI _ . Di reg 1C a
O o, 3 feet
V 041 Jf sand for slope diit�rer.ce 2e) at
(:d`e, t() th(2 mound lrel"lit at til(= upslo-,e edge
of laver ('b) to find the downslope height;
QOM
3 5 ft ct, ft feet
Wr i -1:1'r table with lan,!slope and downslot?e like ratio.
W !'�t (1ik� rlultiplier of �t
Gx il. '.1'.'. iDly dik multi ii 'r by downslope rr1o1.:r1d height (2f)
O
LJ y x = 0 feet
p' the values of step G.1 and Step G.2h (:elect the
pater of the t-,vo values as t11e downslope dile width;
-2
T :tal ::round v•;dt'1 i5 !Ze surr of
dike (V
I_�
Cl;"iiLF)l' .2(-') width plus rock E fee(
i
-1?r widl_'1 (D.2) plus a , K«Kplela I
d>ke wldth(G.21); UJSIJL'C'NICu' - csicce
+ _)o_ ft + I ') ft = '46 feet 1t- -� -
k. Total mound lemy-th is the sum of
U '� O7lClk' Vlis (G.�?) plus rOCk layt'r I ns'ccerewe:tLc(n I
length (D.3) plus upslope dike width (G.2e); f a�
13_ ft + iv ft + _ ft = 9 N feet
l ,;C. .�.�tt C I realt_Mgtn ' C)Q �
4.1 j I sa 7:1 5:1 Cl 5:1 (x1 7:1 e::
J
4", :J 6.J 7.0 )A 4.0 5.0 6.0 7.0 SD
417 d_A 7.53 0S5 176 566 6_".l 7.11
];y i>a eat &Il :..°-t )�.'n 1a 536 &;6 4.70
s.ae (�.7�.') Lis 5131 5.13 6Z
6.S S9 V.�: =:.8 3-4 ,17 /.81 5.46 606
S J] 9_�T;' ;U" Lel 311 UII C62 5.0 511
'.l V_�J L-1 J J 1.X5 l.11 C9) SAI
t1 S:-�; 7u+ 10-'4l]IV] '_W 11: ).:U l.J l.'0 5.13
a J+5 r±a +.y,J ILSs
is 91 Za: 357 S15 l.A <b1
a a.., 11US !s;; J6 :94 ].l5 3.'A 6_`A 6L5
• 1 �ntt11 ( / � !,1110k) Z.v0
�l•ti� 1 tock
Cl) ft. tl�lok) �,5_
j J nil�r Lo fim (I I t. tt>S o k) `__-� ___---cu• 1'd e.
1090
It topsoil (GM tltiok) // O au. 7►1d. to r)C '
(1 t�tmt�l ttp Tnnk Calieoi ty f
1 1 joc �nl tnitk
rote �c� l relic,tin / cyole uitlt fit leant ft oyt'iot+/cln
thin ina.tu(►ee ctrtiitIbnok oaloulntiou
ll00e1-15 onpnoity
Er<t �ee� oncloeell daeirn)
d a\ [ lnetnll fill In Llte 1loueo to 111.uonte hung) intlw o
aG M I►letUA) both A MOW111 And `'lighL Cal-14,
u W
ai Porlor►tnd 111ntnbutlott
C 1 � t�2 " lll nmo t o t• •
(\ \
r z � � t.it16fi1
ft. 1 p{tio'� ,?�1-���'v�� �off•_�� .,d,^-`�l�i)_ . '_ � '\
.3 t 1L1 __ _ " I'ort'orntod ttolot► nt�nco aL r
• ��� � /t�l1t't'o
J SoQmcket
Tanks � c� \ :prom I1railarty l,no .j atom uoll 2 �; 1r�►n Itu11
Trontinon6 Arora:
ri-Om atltot:l•f.. YroM �ttarert� line �� t
:'tom 1io.11• M 7 ��� from huLlttl.tl�d _�_�c ' ' [tarn troop
IT
cj o.3
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