HomeMy WebLinkAboutseptic info �
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Street Address: Mailing Address:
���9 ��4��� 2150 Kelley Parkway P.O. Boz 66
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- Orono, MN 55356 Crystal Bay, MN 55323�0066
To: The Cun�ent Owner of Address � S J C �� �
City Ordinance requires that onsite sewage treatment systeins in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the followin� 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 Identificd as Non-�ompliant
Yes �No �
If yes, system must be brou�ht into compliance by:
December 31, 2007
December 31, 2010
ather
Septic 'I'ank Pump out Needed
�'es
l�To
The City recommends the septic tank(s) and/or lift tai�l` be serviced and pumped
out ev�ry three years. Cit�- records indicate the tanl:(s) were last pumped out on
(',�r ��l r� ` . The tanl:(s) should be cleaned through the manhole and
not tluough the inspection pipes. tlzis allo«�s for proper cleaning.
Comments:
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Insnector: Date of Inspection -1 �� �
�'eler�h��� (��2) ?��-�60� � ��� (�9�?j ?�9-46Y�
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� Mailing Address:
: �CEgHO , � 2750 Kelley Parkway P.O. Box 66
� ----'�y' Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: �� �� F ��X S T-
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 staztdards 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 unminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS loca[ed within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction stanc}ards 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 beriveen the distribution device and the luniting soil chazacteristics.
TANK CONDITION(5-7): `�
Tank inspection indicates:
5 Pumpout not needed at this time.
�Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped �.-\-0� ).
Make sure septic tanks are pumped through manhole and not throuEh white inspection pipes. This allows for the proper
cleanin�. Keep water softner and iron filter discharQe out of septic system to prolong life of drainfield. Ask pumper to test
alarm float to verifV alarm is still workinS in your house. The alarm warns owner that septaQe 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): ,�
�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: ("`c��c� �OC'� 4�� _ QU��p SE�i}, �. -��1�5
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�7 =�-�--o j--� C� � -
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: In tlie event that diis inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that this report does
not guazantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under current
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-��:=�=� CITY of �RONO
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��''"���="�`� G Street Address:
'Z ' i ,;��``" '`Y Mailing Address:
`�'EgKOg 2150 Keliey Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
95d-�49-y600
To Current Owner: Address: � SSO {�X S T-
Ciry Ordinance 199 requires that each existin�on-site sewa?e treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM COiVFORMITY 1-3 : `
1 "CODE SYSTEM"An ISTS which meets a1t 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 conswction standazds of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systcros installcd 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,desian,or construction standazds of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than thrce feet of unsa[urated soil or sand between the distribution device and the limiting soil chazactcristics.
TANK CONDITION(5-.7�: �
Tank inspection indicates:
C� Pumpout not needed at this time.
Septic tanks must be pumped out thirs�year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped �1 �
1�1ake sure seetic tanks are pumped throu�h manhole and not through white insnection pipes.
This allows for the proper cleaninQ.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION -�� : $
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly dischar�ing untreated effluent to the surface. Contact the City Inspector �
immediately.Repairs must be completed within 90 days.
COi�MENTS: Sys�c� � ec�k5 0�-_ ���Q Se� fi.c_ +-�.�k� -M eXr�,��
\'.�� o� r--e ���� .
� -� - Oa- �a� l ���.--
Date of Inspection I�iatt Bolterman- Septic System Inspector
Note: In ihe event that this inspection rcport is used to satisfy the requiremcnts fo�a mortaage or other transfer of property,be advised thai this report does not guarantee
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy ofthe system under current conditions based on the availablc
information.
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� CITY of ORONO
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F� . Municipal Offices
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Street Address: Mailing Address:
�9�CEgHO�'�-' 2750 Kelley Parkway P.O. Bax 66
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j�;; � �,a�,��;,; ,� CITY of ORONO
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'�",`��� ����''.�G SVeet Address:
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�ESYiO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: Address: �tf Fox St.
Permit #'s: 20 Dates: B/5/87 Contractors: Jerry Johnson
(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 [� ] has or [ ] has not bean identifiad at this time. If the
saturated soil level has not bean identifiad, this classification is subjact to ravision.)
TANK CONDITION (5-9) : 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.
� 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 Maintananca Pumpout the tanks [ ] wera or [ ] ware not confirmed
to be watertight by the licansed pumping contractor. If the tanks wara not confirmad to be
watertight, this classification is subject to revision.)
D AINFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
2 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:
���'� � �'�--
Date of Inspection e tic 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 � � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
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Owner: �'--L"-U �`� Address: l,�� �f�}( JJ.
Permit #'s: �c�� Dates: �'�1-��� Contractors:��1(jCir�SJ'1'\ �•
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 �. an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system uhich 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 seuage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"•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 uhich 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 � has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
S Purtipout not needed at this time.
6 Solids accurtwlation 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 lnspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purtipout. If tanks have not been pumped out within the last three years, they should be purtiped
out now.
10 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been p�xnped out Within the last three years, they should be pumped out nou.
Tan�s e �
t'�r�f�"
DRAINFIELD CONDITION (11-14):
Dr,�,nfield inspection indicates:
� Drainfield is dry, no surfacing evident.
2 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 Cslope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils.Water table,etc.): ��
COMMENTS:
�
Date of Inspection Se 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 pre�nises uith the system locetien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
STRICTER E�tFOKCE�IENT OF SEPTIC SYSTE�LS l�L���ATED
Per the Minnesota Department of Natural Resources (DNR) mandate, the City of Orono
has adopted more strinoent regulations that will iorce all septic systems within 1,000 feet of
designated la.kes and within 300 feet of desi�nated streams to be brought into compliance. The
DNR is requiring that all existing septic systems meet recently updated �iinnesota Pollution
Control Agency (�IPC.�) scandards. The City will be comprehensively inspectin� all �eor.c
svstems within the Shoreland Distric[ to identify those which do no[ conform to u`:e new
minimum standards.
Most approvals for improvemen[or use (such as building permits, variances, conditional
use permits or subdivisions) of any property within the Shoreland District will require that an
ir�spcc�ior� �e pc:fe..u�: �� dP'��'�P rhe c�nformiry of the seotic system. All systems found
to be non-conrorming must be repaired within one year of the inspection date regardless or
whether you have applied for a permit, variance, CUP or subdivision. Please review the inap
of the Shoreland District (attached) to see whetner yeu will be affected. +
The inspection within the Shoreland District will evaluate three criteria for septic system
conformiry. The systems will be checked to identifv prohibited systems (such as cesspools or
systems with overflow pipes), failing systems, and non-conformin� systems. Currently, ann.ual
inspectior�s only identiiy prohibited �y�tems a�d failin� systems. `Vhat will change is �hat soil
borinQs wiil 'oe per:ormed as pan of the inspection process :�z or.de: ro verify li`�e �IPC:�
requiremeiit tha� there is a three tooc separa�ion be«��een �t�e boctom or �he draiaiieid t;enc..�>
ar.d evidence of a seasonal wacer table.
�ost septic systems installed after 1978 will meet the required code. Howe�:er, many
systems ins�alled prior to 1978 will not meet the conformity classification and wi11 requ�:�
replacement. Inspection of septic systems within the saoreland areas �,vill be�in in the �:.�est haii
oF the Ciry this year. Inspection of all the systems within[he shoreland zones will likei_�� :equire
several ;�e3rs to complete.
n,.-..,�, ��r�� T� rhe Shore?and Overlay District yiap attached to decermine whe�7er your
. ���.;., _..L_:
property will affected by these chan�es. If you are uasure as to whe�her you are wiulin uiL
Shoreland District or have o�her questions, please feel free to contact Steve Weckrnan a� the Ciry
offices.
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Natural Environment (NEl Lakes OHWL
�ake Classen 974.5'
D(ckey Lake 985.5'
Ci�y of �"ono� �1nneso�a French Lake 930.5'
North Basin: 034.3'
SHORELAND �VER�AY DISTRICT Sewage Lagoon: q3o.o� �
� South 8asin: 97Q 9,
Lydiard Lake _
Lake Katrina •
�/////////, DISTR(CT BOl1NDAF�Y Wofsfeld Lake (Medina) '� '
Recreatlonal Development (ROl Lakes OHWL
�'?� BASiN W�--`��S 944.3'
Long Lake � g88.0'
� 1NCLUOED FLOOOPLAINS Mooney Lake ' 929.4' '
� �����-�= Tanager Lake
Hadley Lake (Plymoutll) 961.4'
,�K„ General Devclopment (GO1 Lakes OHW
°°° '°°°�,.. �� � -- Fo�est Lake 929.4'
Lake Mfnnetonk,
929.4'
Spring 1994
SEPTIC SYSTEMS VS. CITY SEWERS - WHAT DOES THE FUTURE HOLD?
The State mandated upgrade of septic systems located less than 3' above the seasonal
water table will again be a topic of discussion among Orono's rural residents this spring and
summer as tbe construction season gets underway. Ciry staff estiznated last fall that as many as
600 of Orono's 1100 existing septic systems don't meet the 3' separation requirement, and will
eventually have to be up�aded or replaced. The process of identifyin� those "non-conforming"
systems began last summer, and is expected to continue over the next five years.
STUDY UNDERWAY
In September 1993, the City Council ordered that a study be commenced to consider the
ir�plicat�ons ef requiring non-confornlinQ systems to be upgraded when any type of building
permit is requested; to consider the implications of requiring such upgrades in areas tiiat rnigiii
be served with municipal sewers in the future; and to review the possibility of amendments to
the Cit�� code and Comprehen.�ive Plan to implement the results of the study. The study is
nearing completion, and questions which will be addressed include:
• Identification of neighborhoods where future sewers might be needed due to small
lot sizes or other factors.
o Analysis oi whether individual lots in those neighborhoods have the space for
system replacement.
• Estimation of the cost of septic system replacement vs. costs of municipal sewers.
• Consideration of the planning impacts caused by ertending sewers.
• Rzview of what financial aid is available to residents to upgrade septic systems.
• Examination of the limited number of alternatives to sewers or septic systems.
• Analysis of whether the deadline dates for required upgrades or system
replacement are feasible or practical.
The intended result of the study is to determine which areas of the City, if any, will be
provided with municipal sewers, and establish an expected time frame for that to occur.
Further, those areas which will not be provided with municipal sewer in the foreseeable future
will be firmly establishea. rinai:.y, ii e:lter�du:g u�c deadline� fer req,si:ed system replacements
is found to be appropriate, then those deadlines will be revised.
UPGRADE MORATORIUM EYTENDED
Last fall the Council declared a moratorium on the enforcement of City ordinances that
require upgrade of those systems which are non-conformin� only because they don't meet the
3' separation requirements. That moratorium has been extended to�ept�iQb�t; 1994 but may
be repealed sooner if the study reaches its conclusion before September. y ���,��j�y�
In 1993 the Council also adopted an ordinance allowing up to two full construction
seasons for repair of systems found to be non-conforming due to lack of separation. Systems
identified last summer would still have until the end of 1995 to complete the necessary upgrades.
LICENSED SEPTIC CONTRACTORS IN THE CITY OF ORONO 10;94
AAA Pollution Control Inc.�`* Hayes F,xcavating
1525 South Sterlin� Street Rt. l, Box 202
St_ Paul, MN 55119 Ivlontrose, MN 5�363
738-9341 972-3521
A-Northern Cesspool Company*'� InQieside En�ineering
10624 Douglas Drive 4920 Highway 55
Brooklyn Park, �iN 55443 Loretto, MN 553�7
424-2180 479-1869
Clover Hill Compaay, Inc. Jerry Johnson Excavating
iCi.t ?<:� '�dL�4 11A�'v�.�n��:;�7c, Rr��Jr�
Shakopee, '_VIN �5379 Long Lake, I�iN 553�6
723-715� 473-4361
Coppin Plumbin� Kober Excavatin;
2300 Chateau Lane 26406 9th Street West
Mound, �1N ��364 Zimmerman, MN 55398
�72-2316 441-2853
Dick's L-scavatinv Lam�'s Onsite Septi;,
38�80 Vzrdin S�rcet �9�0 Counry Road 10 East
Stanchfield, �1N ��080 Chaska, MN 55318
434-6856 4=�8-2176
Don's Backhoe & Excavating*�` �1cCarry Water & Waste, Inc."*(only)
11585 110th Street 6250 Hi�way 12 West
Colo�ne, MN ��322 Maple Plain, MN 55359
rt56-59�9 4?9-4343
L��_lane Ritter Excavatina"* Patnode Brothers
7120 Vernon Street 2��0� 1Ctytil Aven�e Nonii
Rockford, MN 55373 Rogers, NIN 5�374
477-�649 428-7393
Duane's Septic Service*�` Dave Perkins Contracting, Inc.
10�02 30th Street Northeast 14230 Basalt Street, P.O. Box 277
St. Michael, �1N »376 Ramsey, MN 5�303-0277
497-2764 427-0109
Elmer J. Peterson Company R. E. Palmen Inc.**
5921 Dague Avenue Southeast 1522 Albany Avenue
Delano, MN 55328 St. Paul, MN SS 1Q8
471-8151 644-4469
LICENSED SEPTIC COivTRACTOR.S I�i I THE CITY OF ORONO- Continued
Sewerman Inc.'�"` Thompson Plumbing
8182 NE River Road 15001 Minnetonka Industrial Rd.
E1k River, MN 5�330 Minneronka, MN 5�343
�1-4�48 933-7717
Sullivan's Services, Inc."* Volkenant and Sons, Inc."*
3660 HiQhway 101 South 1030 Counry Road 83
Wayzata, MN 55391 Maple Plain, MN 55359
473-4300 479-1547
Swedlund Septic*'�` Widmer Brothers, Inc.
9520 Laketown Koad P.O. Box 219
Chaska, MN 5�318 St. Bonifacius, MN 5537�
442-5855 446-1495
**State Licensed Septic Pumpers
LICENSED SITE EVALUATORS IP1 THE CITY OF ORONO
Development Engineering, P.A. S-P Testing, Inc.
9051 FlvinQ Cloud Drive 9�1 Karydid Lane \Tortheast
Eden Prairie, MN ��344 St. Michael, MN 55�7E
942-9262 497-3566
Dick's Excavating/ Swedlund Septic
Maple Ridge Soil Testing 9520 Laketown Road
38580 Verdin Street Northwest Chaska, MN 55318
Stanchfield, MN �5080 442-5855
434-6856
`Vestwood Professional Services
Don's Backh�e ��: Excavating** ''�0 Central .A��enue
11585 110th Street Buffalo, MN �5313
Cologne, MN 55322 682-2587
466-�959
Koch's Testin�
Box 81
Loretto, MN 5�357
479-2637
Otto Associates, Inc.
9 West Division street
Buffalo, MN 55313
682-4727 or 477-4339 (Metro)
On the North Shore o f
Lake Minnetonkrr
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER �A�1a� l��`P�n"� ADDRESS � � �1�
PERMIT NO.'S. ��� DATES ��`�� CONTRACTORS i° � � �XG.
City Ordina�ce 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 � an existing system ❑ new construction)
�'i( � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
�o'� properly,
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
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,a�d 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, Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. �-�Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped C� Some evidence of surfaci�g,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 (4" dia. pipe)must be installed in each tank me�t 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.
the last three years,they should be 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 Future Expansion
O Soil table,and system condition) '�Adequate
�High water table ow ❑ Fair
❑ Lot size Medium O Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
��3-�/ _
Date of Inspection eptic 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 a� 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
' CITY OF ORONO Date
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
2 '�'� 0 OX �/ I l7-23 / ��� wELL DATA
Address S% Property I.D. 0 / � � + I
�tandard trench LoT G ��CK � � � I
ound D�f� /�'`+�/��S � � �
System type d Other Legal Description f� � p
Permit No. (/��� Date of �� S ^U� J�r 1Q�{NSOIJ�, � xl p
permit Installer � �
m
No. Bedrooms Garbage .� v (
Building type � , or GPD _�_Laundry � Dishwasher Disposal � � = I
� o p
SEPTIC TANKS: Material r ic.1C . � � "� �
Capacity 1) ��� 2) ��0 ° ct c
5? l�"L�) ``' f�cH P �i ALA 2l� -} � � a
� t _ � >
Proper outlet and inlet ��- Baffles �� Liq id depth to RO level S � Q
�Height of tank bottom above water table �I� Distance to nearest building _ �� � � �' �
O
,DRAINFIELD: Total lenath of lines �s�� Number of Ilnes 3 Trench width��� B�
� 8 o Xyo s,a-,.,� B� 3 � �. � ` �
Total treatment area (sq.ft.) ��x S� p��KHeight of drainfield above water table ;? (((yyy���
�7'Z 2,1 ��-� U � �
Type of filter material �� S�0-ND Soil type �U�'r� ,a, �
v
u /���/
Distance from nearest bldg. �'+ Tile size �y P��C Perc rate f�v .(� � min/in o � n •c
�! I {— '` � ,' v ~ � c`a
Depth of fill over drainfield 2 Depth of rock over tile 2 under tile � a � "
`r° E c �,
u - -D�sr�eic�u�oN �(.C/l1� '�S� . 0 a �U �
.��
LOCATION
INSPECTION RECORD PUMPOUT RECORD SKETCH �
OATE �
COMPLIANCF DATE rALLONS �
g-�-P�7 /N3`�t1-4770f�1
� �1/ 9/ c7�_
6�3�/ �a Sv��c� -D�n�_
ll/�,� ,, ,� " >� �—.
I
� ��° I
�� �P�
� /
�
Inctude: 1) Well location I
2) Distance from house to
septic tanks,dist.box, �
and draintield I
C— CONFORMING S—SUBSTANDARO N — NONCONFORMING 3) North arrowar.�road i
�*�
� � � �
1 , .
�; 31 �3 31 'q �
-rZ u2� � ���'�r � , � �
73 sy'S 5� � \� �
c � ` �
'�.�,I I I�3 � `� � �
� �
0
��, Z
A
v��� a (,P�-
I
y'� �
�v
:����:�� _�=�x Jfi
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
- .�
951 Katydid Lane NE • St. MicMael, MN 55376 • (612) 497-3566
May 22 , 1993
William F. Smith
Lot 2 , Block l , 2nd Addition
Beau Marais
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type l, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils on this site are a clay loam to loam. A seasonally high
water table was located at 50" to 70" , (mottled soil ) . The bottom
of the system must be located at least 3 ' above the mottled soil .
A Standard Trench System may be installed, pressurized typical of
a mound system.
The soils at a depth of 14" to 30" have a percolation rate averaging
8 . 8 min/inch .
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
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.
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 .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area.
Keep all heavy equipment off of the proposed treatment area 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 .
CONT' D
�
William F. Smith
Lot 2, Blk. l , 2nd Add.
Beau Marais
Orono
(2)
With proper installation and maintenance, this system should
have no problem in treating septic effluent effectively.
Nothing other than gray water (laundry, showers , etc. ) human waste
& toilet tissue should be disposed into the septic tanks. Garbage
disposals are not recommended. 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 tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
c=J •�„�./�
S even B. Schirmers
SBS/ds
f sti' �� 33` ILJ. �a�' �
' - ��9.��s'-
���o� `o
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,
�w�c�-�ioa sacf , tgs�
wf 3'w,vt�C�e�tyCS � -J. • -
3e.7 t.�s+.r�f� 1
���-i--C�*k.H£5 �.
aa'`o,.��
-� �.a �r��- � /�
_ ^,4ti.� — 4,�— � Ex PFt?�5�O� _ �— ' / 1
I�'¢-F� 5 H A�.�.ouJ�V t,}t� � �
, � � ��i / W F-�t,.� � ����\
— �-�t� ;���c� a
94y.'1 �;o x' � .
\ \ I � '
I � ,. q� +y � .v qys.� \
I �,�s.��-a4�
� I '�1a'F�v�F1Jc / �
°145.1. .� .
x O � P4-oT0 S�Gp \ \
.. � � � S�.o4� 4.�M4i�.av ,
—+�,� � ��-!q m6�
6 \p � A. S�PPL'S � �42.0
�'P�- t �'T �
I+ �_ K , 4`i3.4 —�'10 � O
p s�
9tiy.4� �X y ,I 6� \� }0.YoA _1 '
a �=J �J� o
x \ I r
i --- 1 � �\ . �.�-r� �to s� .� P�e-Qo P�E'p �
�s.� gga-�-�\
� 9vy� + i ; \ ,\ �\ g-�mo��o . M �"bw1 54t�G-� it�l 30�0,rl .
I � --�
� i to x �lO t � � �,µ.� .J �L`?'G �"J�� �� �'S�n )� L-�'Y-L17��
� �. +. Y. r . �1kS.�S ��`�^
X p 9,s� �1 r /� / ov��`��' • ��� Yi?a '� ��4i�Ot-1 �L— Gly L. 1
1j, '� '�45+�`) I `' a�' � �.�q�� �—� _
/`"i :�
�
M / /' �-- ,_� —_ � �
� � I + � �� _
����r• ��q�S.S . / �
6�rc�a!ion Tests Scole� �� SO
/ / �_�s XSoil Eiorings
�— ---� �8enc.f: Mork
�� � � �- � � ' Note= Th�s system is to be constructed to meet
/ / w�C-��.A��. ,
/ / ,� �� the M�r�nesola Po(lu!ion Con!rot Ayznc�r
` / Chaptzr 7080 & •Local OrdinancE
/ _� �— . �
� ��
_�
\ �_ 'I / , Check all underground �itilities
PRCPERTY OF�u � 1�}*� '�- ���'<a _
� �k-�i'� A�.`- �-}�c�V�{ �QJ1et�f�'f of� OF �--o�Sa�S3�1� � a..i-�a '4'0'�
�N� �oeEs�o ��m�-�-�T t���Rs ��-oRE-
c� L14-�'� Go�.-�s�?-�-��Ci o� LZ'�1�cJ 1�1 A'�L}��
. ��o�o M�. �}���_ Gc�_
S—P TEST/NG/N
Designed By: ��,,.---��L� r ,.- -
Co'e�.�/�/1� PH.6t2 -497-3566
• � �4�•S -fo gtit,.56
� Ilo� sa.� wJ3'w»� ����s - -- - ------1�---- existing grade
�
• 3 �� L��-�.F-r us� �I --s���.k-w�s �a' �oNb bock fill��min.
l��a:�v,cl, vtS'C. P�Q� 3 C.b L11-`.�rT wJ �13�"o,a_
�oec�-c�o�t 5`t'�AY�'P�C - —
3�to4�� layer of uncompocted
hoy or straw covered wilh = O I�I�,P�Pe dia.
� . red rosin paper �� .
.� � . .
.� ��� 3�rOCk filter material �
roke sidewalis Q bottom to ���``'s'�
. remwe smearing � ���T�'�'So� ��--g y y.�
SET- BACKS
�rr-'-18=36=�{ �
. HOUSE System must be� � �
Tank .33�' from property lines � TRENCH X- SLCTION
-cm �T � from wells ,
a� from bidgs. (min, of two trenches)
_ '�u Treatment area =�from lakes, ��µP (mmc, lengfh 100�) '
Treatment area � from property lines
MN�No ES ►M���� _ 2�. from welis
� � A�`a`r``� ' ..a.l.4..�from bldgs. .
�- - 1Q�from trees ote�Power supply and switches must be in a weather
, _ St�l� BORING ELEVATiONS
-o u-� �min. ' � proof endosure. outside �pump'�ng_chomber.
� � ,- � _ - ��. � TH�I EL.-9�S 'fN*� -9ti���
� � a�� ' � . . -
,
-p�P��� � � � � I I T�"�.w2 EL. ��.�
Tank ��C ;; F�.:ow �,�.�� � � ' J 1 � � �
i�-Sv Tank ��_� ;__� �__' rt �_� Grade=%sbpe TH. 3 EL.-�l.4..�
� Drop to Tank �000 " ��5 . � �._ ; - = -•- - .
�At least 41/2 of undisturbed TH�4 EL.-�S
Min. I��to 8� '�pUmpi�g � ���yy � earth bet�nreen frenches TH`5 EL--��S
Max.l��f0 4�
�� �� Y�� -(ta��LS 5}�q�.`.oc.v Chamber CH MA ERN qyi,00POSED PUMPI�mp
4 to 6 dia.pipe � (ground elev.) �,3�.a
flP�?�On(, . �0� O'�- 'CS`.� -953.0
SYSTEM DESIGN , ' r�`"a�E"�"������o�l. �� t,o��s-� �wog- q�tt.o ,
TYPE_,5 BEDROOM - Percolation rate �•� min.�nch (design/b -3o min./inch) ►..oF}r,-�• • I
I
" I
Treotment area required w/�, of rock filter material 100�10°/, =1)o�sq.ft. of trench bottom orea needed =3b�� trench width =�lin.ft,of trench needed , number of drop boxes
�
� (to be determined by the insloller) ' '
� Number of tonks required a , Ist lonk!��� gol, 2nd tank oo gal. minimums �
. Cleon rock �3 cu.yds. ( 3/4'� to 2 I/2��dia.,includes 2��above pipe ) � �
PROPERTY OF�Y.1��-�-1Ar-� �. SM�-n�,
+ Pumping chomber capocity= 25% of daily sewoge flow�of��gol.�gal.+Reserve.sioroge2��gol.t Pipe,bock drainoge z L gal=�Se�...gol. cop. ��C a,�� 1. ��.�v i�-�v� i
tSD �� X�-'�S_tYF�_-�Q�_�,aw�4 at�_._rs-r�•, 1zSD�,�G"�-'�- ��GFv i�1�A-� S �
( Reserve storage = �ga I./ bedroom = �S)�gal. + pipe back droinage 1�gal./IOOIin.ft.3 pipe- lengih of pipe needed opn 1�O f t =�..ga1.) ��p M,�, ��,��. �� .
� Pump size ���� hp w/mercury floot pump controls ��� a3���U�v ��� a,��1�1��..�� '-17 �,jT�,•,
S-P TEST NG�fNC.
Note � When constructing bed r- , this area shoufd be shaped Note� Distance from treotmer�t orea to neghboring welis— /�__ / •
to divert run-off from enfering treotment area.
L����S�- �Cl-1 q�-1 1 o a ' Designed By�7 • 7�-
D a t e��/aa/�', PH. 612-497-3566
INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
D-25
r�.ow
EAimettd Sewage Flow in Galloas per Day(gpd)
A. Es�lmated � SD $pd N��
measured x 1.5= gpd or ry�� T�u Typc III ry�rv
SEPTIC TANIC VOLUME B`e`°°mS
B. �- 1 �S D 4 ) - /c�oc� gallons 3 Qo 3�0o i80 `�`
4 600 375 256 `b`
SOILS(Site evaluation data) ��tS ,, 6 90o sa�s sz Y�
n A s._ 7 1 O50 600 370 O16e
C. Depth to restricting layer= 4�-c,'� �o S�-to'� feet �4 �d�
D. Maximum depth of system C-3 ft= i, S'-sc.�.o feet g 12°° b�s aos
E. Percoladon rate 5S . � MPI
r tit�s� �t��,.�
F. SSF /.t,'1 sq ft/gpd �c.-+0 30 ,�,n�.,,. tiumber s��,.-;�:, c.;.��:�w�:�
of (;q,,;a c.�.�
TRENCH BOTTOM AREA B��� ���> ���
� H. For trenches with 6 inches of rock below the pipe:
A x F= x = ft of bottom area 2 or less 750 1,125
� 3 or 4 1,000 1,500
I. For trenches with 12 inches of rock below the pipe: 5 or 6 1,500 2,250
A x F x 0.8=7 ' 7 or 8 2,000 3.000
�L x�x 0.8=��sq ft of bottom area+io�o=110� over 9 See fig.C-b (z 1.5)
J. For trenches with 18 inches of rock below the pipe:
A x F x 0.66= x x 0.66= sq ft of bottom area 5,;,o,,,.�m„o k�,,;�,,,r,,,,,��,m,e„
K. For trenches with 24 inches of rock below the pipe: Pa,m,,;,,,,�u ��- �-
A x F x 0.6= x x 0.6= sq ft of bottom area '""°'c�,,°�i "�' s°il r�`e� `°' "`�
BED BOTTOM AREA F�s��,az,o.i• .�saz,a — —
L. For see a e beds with 6 or 12 inches of rock below the i o.i cos s�,a o.sa i.zo
P g p�% 0.1 to S Fine Sand~ 1.67 0.60
1.5 x A x F= 1.5 x x = sq ft of bottom area 6 to ls dy�, ;2Z o.a9
16 to 30 Loam [I 67 0.60
31 to�t.i $`�Iil.oaai T60 O50
ROCK VOLUME IN CU FI' ���� Qay� z.zo o.as
Slowa than 60"' Qay — (024)
M. Rock depth below distribution pipe plus 4�foot times bottom area:
•�,�o m..,<<o�K.,.��,�
M=Rock de thS+6 inches x Area(H,I,J,L,K) ����-+�nP��Y��-
P "Sml h..-.ng SO+t or nme a!uu or�w 5x.u,d
(/, 0 +(�'ft)x(lo� =1�1?�. cuft �s�''"''-,�°'°�:,'�";�°'�'y'�
ix�Nal�oon d H�gou� t.,,Z..d.,,�
ROCK VOLUME IN CU YDS
j N. Volume in cu ft divided by 27
M+27=cuydsty�+27=�cuyds
ROCK WEIGHT
O. Cubic yards times 1.4=tons 6 inches= 0% Reduction*.
N x 1.4=tons��x 1.4=�tons 12 inches= 20% Reduction
18 inches= 34% Keduction
DISTRIBUTION ?��ss. 24 inches= 40% Reduction
(Check one based on slope> *sizing for gravelless trench
Bed(less than 6%slope)
Trenches
� Drop boxes(any slope)
�Distr-ibution box(level to slightly sloping)
TRENCH LENGTH tir{fti:tif{?tifti{tijti{tiftiftiftif{ T
f'f'f'f'f'f'r'j'f'f'f'f'f' 2 inch Covez
~•~'~„'•�•�•t•t•t•�,�••••t••• �
P. Select trench width=�_ft f•f�f•f•r•f•j•f•f•f•f•f•f�
ti.ti.ti.ti.ti.•.. .ti.,.ti.ti.ti.,
f1• J•f•f•:•J l•l•l•J•
\,[ Divide bottom area b trench width: (H,I,J,or K)=P= ti•ti•�•ti• ��ti•ti•ti•ti
Y t•f•J•t t•1•t•1•
t.�.ti.ti. ti.ti.ti-ti
lineal feet tirti;ti;tif ftil�jtifti 4inch Pipe
1 � - 'J =Z �lineal feet f'f'f'f f'f'l�f'
!�� ' �..� ~f�J�l�t. .f~f~ftif:
LAWN AREA �r�f~f�j�f� f�f~'r~f~1~f~
- � ti�ti•ti•1•ti•1•ti•ti•ti.�•1•ti•ti•'y 11
R. Select trench spacing,center to center= 4� feet f�r�f�f�f�r�f�f�f�f�f�'�f� �a
tiftiftltiftiftftiftiftiftiftiftiftif�
ti•ti•ti•ti•ti•1•ti�1•ti.ti•ti.ti•ti•ti
S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area ��ti����fti��r~f�f�'•ti'•�fti�+��
.r.r•r.r.r.f•f•f•r•r.r.r.f. fr24inch
�_ �__�� ���•~•~•�•t•t•~•�•�•~•�•�•~
3 7 X S ft r•r•r•f•r•r•r•r•r•f.r•f•r• Rock Below the Pipe
q titi.ti•tititititi � til � ti , �
f•t•f•!•f•r•f•J•l•l•1•l•!•
'..ti•ti•L•ti•ti•ti•ti•1�ti•ti•ti•ti•ti
r•r•r•r•f•r•r•r•r•r•f•r•r-
LAYOiTT(Use other side) ~f�f~f�f~f�f�f�f�f�f�f�r���
t•ti•b•'�•t•ti•ti•ti•ti•ti•ti•ti•ti•ti
1.Select an appropriate scale;one square= feet.
2.Show pertinent property boundaries,right-of-way,easements.
3.Show location of house,garage,driveway,and all other
'; improvements, existing or proposed
4.Show location and layout of sewage treatment system.
5.Show location of water supply well.
6.Dimension all set backs and separation distances. Figure D-26
♦
F-17
PUMP SELECITON PItOCEDURE
Efn PERFORATION OF A PERFORATED LATEFG�
A. Determine pump capaaty: We.�...
Gravity Distribution T,,,,,,,
1. Minimum suggested is 600 gallons per hour(]0 gpm) to stay ahead of _ .
•�p�Y o/(seoN�IW FCbK(u'tui-
� LsM7 SQW IOM� Y�U b1� 1 Iq d�Ire�cww�0
water use rate. }}�.�.�,.a,,..,,�..,
2. Maximum suggested for delivery to a drop box of a home system is 2,700 .. . ����a����«�_«��_���
Inlo CAO Ira TOD
gallons per hour(45 gpm)to prer•ent build-up of pressure in drop box. �,,.�,,„ _u �.,., ,Z•„�,�,
a F41a of R«a 1.or�r
� Prloratlon lncofM at
Pressure Distibution ����.. B°„^^�^'�°'.�^'
3.a. Select number of perforated laterals_�_
onvn.ei soi� ar.o.nr svin.e
b. Select perforation spacing= y.S feet �,,d,P,�„��„��„„
c. Subtract 2 ft from the rock]aver length.
��-2ft.=�Zfeet
d. Det rnune the number of spaces bet�veen perforations.
I.ength perf.spacing=�Z ft.+��ft._�1�spaces Required Perforation Discharge
e. �Q_spaces+ 1 = a L perforations/lateral in gallons pa minute(gpm)
f. Multiply perforations per lateral bv number of laterals to �J3� D��ge � �
L Head ;Z m �' y �d�+
get tatal number of perforations.,,� x �,����c„_��perforations. �feeq
�� � X'-�,�-�_�gPm.
1.Oa 0.74
SELECTED PUMP CAPACITY�_gpm 2.�b 0.8� 1.�4
B.Determine head requirements: a. Use for single family homes
1. Elevation difference between pump and point of discharge. b. Use for all other applications
/O feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifoid if gravitv system,zero.
� ;�e!
3. Fricnon loss ^�
a. Enter friction loss table�vith gpm and pipe diameter. Pipe Lengch
Read friction loss in feet per 100 feet from table. � Point of Ducharge
F.L. = 3•�. ft./100 ft of pipe �,y�,
b. Determine total piPe length from pump to discharge Elevacion Difference
point. Add 25 percent to pipe length for fitting �P ,�n�
loss,or use a fitting loss chart. Equivalent pipe
length-1.?5 times pipe length=
I 7 c� x 1.25 = a l'� feet F-18b
C. CalCulate total friCtion loss b multi 1 n 1.5 inch 2.0 inch 3.0 inch
}� p}� g g� Friaim losa pv]00 h o(oipc
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= �l 3 x ;Z.,b +100=�_feet 10 0.69 0.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
�+_�+ 20 2.47 0.73 0.11
� 25 3.73 1.11 0.16
�.� �..� �,_� Zn c�; j Sc � n�: i
' � i
TOTAL I��D �2 , - ' i�. 1�
�_feet 45 14.73 3.28 0.48
-- 0.58
I
C. Pump selection bo s:bo o:s2 I
1. A pump must be selected to deliver at least
_�gpm (Step A) with at least a�feet of total head (Step B).
� CERT. tt00627
� �. PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-17-95 10 : 46 �
Percol�tion tesl readinos made by on ctartin�ac m,
�Jmrl
Test hole locatin�,'ot 2 ,B 1 k. 1 , 2 nd Add .Beau M����mber 1 , Date hole was prepared 5-16—9 5
Depth of hole bottom 3 0 inches, Diameter of holr 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 30�� Brown clay loam
1�4ethod of scratching side�vall Kn i f e
Depth of gravel in bottom of hole 2 �nches
5-16-95 2 : 30pm 12
Date and hour of initial�vater filling , Depth of initial water filling �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
6
,Maximum water depth above hole bottom during tesr inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
10 : 35 prefill 6 ,
10 : 46 11 : 16 " 3-1/4 9 . 2 30 min
11 : 27 11 : 57 " 3 10 . 0 " "
11 : 58 12 : 28 " " " "
Percotation rate = 9_ � minutes per inch.
CERT. �00627
, A PERCOLATION TEST DAT,� SHEET
S—P Testing, Inc . 5-17-95 10 : 47 �
Pcrcolation test readinss made by on staning a� p,m.
Lot2 ,Blk. l, 2nd Add . ,Beau Marais 2id°"� 5-16-95
Test ho�e location , Hole number , Date hole was prepared
Depth of hole bottom �$ inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 1�" Brown clay loam
Method of scratching side�vall KNi f e
Depth of gravel in bottom of holP 2 �nches
5-16-95 2 : 30pm 12
Date and hour of initial water filling , Depth of initial water fillinQ inches above hole bottom
1�4ethod used to maintain at least 12 inches of water depth in hole for at least 4 hours
,Maximum a�ater depth above hole bottom during tesr 6 inches
Time Percolation
'time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
" --1 16 5 . 9 30 min
" 4-3 4 6. 3 " "
: 9 12 : 29 " 4-9/16 6. 6 " "
Pemolaaon rate =- 6' 3 minutes per inch.
. CERT. n00627
. �. PERCOLATION TEST DATA SHEET
S-P Testing, Inc . 5-17-95 10 : 48 a.m.
Percolation test readin�s made by on ctarting ac Pm_
Lot2 ,Blk. l 2nd Add. ,Beau Marais �""' S-16-95
Test hole location , Hole number , Date hole was prepare�
Depth of hole bottom 2 4 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 6" Topsoil dark brown loam
6" — 24" Brown clay loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial�vater filline5—16—9 5 2 ���t��nitial water fillin� 12 �nches above hole bottom
A4cthod used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
10 : 35 prefill 6 ,
10 : 48 11 : 18 " 3-7/8 7. 7 30 min
11 : 25 11 : 55 " 3-3/4 8. 0 " "
12 : 00 12 : 30 " 3-5/8 8. 3 " "
Percolation rate = R _ � minutes per inch.
. CERT. n00627
. � . PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-17-95 10 : 49 a.m.
Percolation test readings made by on starting a� P.m,
Lot2 ,Blk . l , 2nd Add. ,Beau Marai:s 4 i°°," 5-16-95
Test hole location , Hole number , Date hole was prepared
Depth of hole bottorrL_ 2 4 inches, Diameter of ho)e 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 24" Brown clay loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of ho1P 2 inches
5-16-95 2 : 30pm 12
Datc and hour of initial water filling , Depth of initial water fillin� inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
6
,Maximum waterdepth above hole bottom during tesr inches
Time Percolation
Y'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
10 : 35 prefill 6 .
10 : 49 11 : 19 " 3-5/8 8. 3 30 min
11 : 24 11 : 54 " 3-1/2 8 . 6 " "
12 : 01 12 : 31 " 3-1/2 8. 6 " "
Percolation rate = 8' S minutes per inch.
CERT. tt00627
� ' � PERCOLATION TEST DATA SHEET
�a.m.
Percolation test readin�s made by S—P TPsti ng.., Tnc _ on 5-1 7-95 ctarting ac 10 : 50 P.m.
�Jmr1
Test hole location Lot 2 ,B 1 k. 1 , 2nd Add .Beau ���'��r 5 , Datc hole was prepared 5-16—9 5
Depth of hole bottom 14 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 6" Topsoil dark brown loam
6" — 14" Brown clay loam
Method of scratching sidewall Kn i f e
Depth of grave!in bottom of hole 2 inches
Date and hour of initial water fillin¢ 5-16-9 5 ,��t���nitial water fillin�. 12 �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours—T,�e���s���e�
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
Water re aining in est hole
10 : 50 11 : 20 6 2-1/8 14. 1 30 min
11 : 23 11 : 53 " " " " "
12 : 02 12 : 32 " " " " "
Percolation rate = 14 . 1 ,,,inutes per inch.
. CERT. �00627
� � • PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-17-95 10 : 51 �--a�
Percolation test readines made by on starting a� P.m.
rdc�r/
Lot2 ,Blk. l, 2nd Add. , Beau Marais 6 5-16-95
Test hole location , Hole number , Date hole was prepared
Depth of hole bottom 2� inches, Diameter of holP 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 20" Brown clay loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of ho1P 2 inc6es
5-16-95 2 : 30pm 12
Date and hour of initial�vater fillin¢. , Depth of initial water filling �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon
,Maximum water depth above hole bottom during tesr 6 inches
Time Percolation
�'ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
" mi
�� �� ��
2 : " 4-3 4 6 . 3 " "
Percolation rate = 6 ' 1 minutes per inch.
L-1�
CERTIFICnTION � 00627 Logs of Soil Borin�
Locat�ion or Project William F . Smith,Lot2 ,Blk. l , 2nd Add . ,Beau Marais, Orono
Borinas �a�e by S-P Testinq, Inc. Steve Schirmers _ Date 5-16-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iiand X , or Power , Flight , or Bucket X
Depth, Boring number Depth, Boring number 2
in in
feet Surface elevation feet Surface elevation 946 . 3
0 - 0 -
Topsoil dark brown loam Topsoil dark brown loam
0 - 10" 0 - 10"
1 - 1 -
Brown clay loam Brown clay loam
2 - 10„ _ 2 , 4„ 2 -
10" - 2-1/2 '
3 - 3 -
Brown loam
Brown loam
4 - 4 -
2-1/2 ' - 4-1/2 ' -MO�T�FT
2 ' 4" - 4 ' 10"
5 - 5 -
� Brown sandy loam � Rusty olive brown
to loamy sand loam
5 ' 10"-WEAK MOTTLING
6 - 4 � 10�� _ 6 � 2�� 6 -
Rusty olive brown loam
7 - 6 � 2�� _ � � 7 - 4-1/2 ' - 7 '
8 - 8 -
End of boring at 7 ' feet. End of boring at 7 ' feet.
Standing water table : Standing water table :
present at feet of depth, present at feet of depth,
hours •after boring . hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 5 ' 10'� feet of depth. Observed at 4-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
CERTIFIC�TION � 00627 Logs of Soil Borin�
Locat'ion or Project William F .Smith.Lot2 ,Blk . l , 2nd Add. , Beau Marais ,Orono
IIorings nd�e by S-P Testinq, Inc. Steve Schirmers _ Date 5-16-95
Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iiand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation . 946 . 0 feet Surface elevation 945 . 5
� - Topsoil dark brown loam � - —
0 - 6" Topsoil dark brown
0 - 10" loam
1 - 1 -
Dark brown loam
2 ' 2 - Brown clay loam
6" - 2-1/2 '
3 - 3 -
Brown clay loam
10" - 3 ' 8"
4 - 4 -
Brown loam
5 _ 2-1/2 ' - 5 ' -MOTTLED 5 ' S _ 3 ' 8" - 5 ' -MOTTLED 5 '
Rusty olive brown Rusty olive brown
6 _ loam 6 _ loam
7 - 5 � - � � 7 - 5 � _ � �
8 - 8 -
End of boring at � � feet. End of boring at � � feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours �after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 5 ' feet of depth. Observed at 5 ' feet of depth.
Not present in hole Not present in hole
Comments: Comments :
L-13
CERTIFIC�TION � OU627 Logs of Soil Borinc�s�
Location Or Project ��llll�m F _ Cmith �T�it2 �Rlk _ 1 � �nA A�� _ �Raan MaraiG ,nrnnn
Borin�s 'n#►3e by S-P iestinq, Inc. Steve Schirmers _ Date 5_1h-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : liand X , or Power , Flight , or Bucket X
Depth, Boring number Depth, Boring number 6
in in
feet Surface elevation feet Surface elevation 945 . 5
� Topsoil dark brown loam � Topsoil dark brown loam
0 - 6" p - g��
1 - 1 -
Brown clay loam Brown clay loam
2 - 2 -
6�� _ 2 � 8�� 8�� _ 2-1/2 '
3 - Brown loam 3 -
2 , 8„ - 3 , 8„ Brown loam
Brown sandy loam
4 - 3 ' 8" - 4 ' 2"-MOTTLED 4 ' 2 ' 4
2-1/2 ' - 4 ' 8"-MOTTLED 4 ' 8"
Rusty olive brown loam
5 - 5 -
� Rusty olive brown � 4 ' 8" - 5-1/2 '
sandy loam Rusty 5-1/2 ' - 5 ' 10" °san�e Ioa r
6 - 6 _ Rusty olive gray silty loam
5 ' 10" - 6 ' 4"
Rusty olive brown loam
7 - 4 � 2�� _ � � 7 - 6 � 4�� _ � �
g - g _
End of boring at 7 ' feet. End of boring at 7 ' feet.
Standing water table: Standing water table:
present at feet of depth, present at feet of depth,
hours �after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 4 � 2�� feet of depth. Observed at 4 � 8�� feet of depth.
Not present in hole idot present in hole
Comments : Comments :
v
¢
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NOTES
I OUTLET TO �. ALL PIPES SHOU�D BE AT LEAST 4-INCH
J TRENCH OIAMETER.
INLET FROM
SEPTIC TANK 2. EIEVATION UF INLET AND SUPP�Y IINE TO
OR PREVIOUS NEXT �ROP BOX MAY BE ADJUSTE� UP OR
DROP BOX -SUPPIY LINE OOWN FOR DESIRED EFFLUENT LEVEL IN
TO NEXT TRENCf1.
pROP OOX 3. SUGGESTED TRENCH LIOUIO LEVELS� (Al 2 INCNES
�' 4BOVE TOP OF OUTLET PIPE IF PERMEA��E
SYN1l1ETIC FABHIC COVERS ROCK; (B) AT TOP
" pF OUT�ET PIPE IF NAY OR STRAW ANO
9UILDtNG PAPER COVERS ROGK.
�� 4. INVERT OF INIET MUST BE AT l[AST ONE INCN
FIIGItER TNAN INVERT OF SUPPLY P�PE TO
NEXT OROP BOX.
1 -OUTLET TO
j TRENCH 5. TRENCHES MAY OUTLET ONE SI�E OR BOTFI
� SIOES OF OROP BOX.
,� '� \`c� — ?
i $UPP�Y i _\ �� ^INLET
_.� �N� �=�� ��._ �INE � f � -SUPF'�Y LINE
, � r
� --�-- i �
� _ i
� �.�_ � i �
1 Z.. � .� i 1
II'- T � r-- I i � 1
I
i �.-1' —OUT�ETS—' __t� ��-� ' � �
' � TO THENCI� � � -OUTLET TO
`----- --' �-------� TRENCH
DROP BOX • �
. , . p
r•—�s ° ' '
. . :
REDWOOD, CEDq� OR
WATER TIGNT Q �OCKABLE E�ECTRIC 8t1X—� TREATED POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNEC710NS------ /-INSIDEL BOXRIC CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE 80 -�-
MANHOLE COVER CHAINED 8� IOCKED 6�SP�CE LOOP OF POWER CORD FOR
SETTLEMENT
SEAIED MANNOLE RINGS—� FINAI. GRADE
> ,
� . , � �
�"�� AT IEAST 12� �'�
UNI ON
� BELOW GRADE
WIRE FROM POWER SUPPtY
--- � PIPE IS I.AID ON A UNIFORM SLOPE FROM
/;� . �Fb�PROPER NORAINBACK�L TREATMENT l�fiEA
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER TIiAN
UNION. TO GET ELEVATION FOR DRAINBACK,
P�ASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITfi ANCHOR----�� — y,rEEP HOLE
ALARM FLOAT ON SEPQRATE
ELEGTRICAL CIRCUIT—
NOTES� ELEGTRICAL WIRE FROM POWER SUPPLY
__START LEV�9_— _� ._ MUST NOT RUN OVER ANY TANKS BUT
r - MUST BE LAID BESIDE OTifER TANKS
3"� ' �� AND MUST BE PL/10ED IN CONOUiT
AIONG POST
SHUT-OFF LEVEI�Q_ __ __ _ _ E�ECTRICAL CORDS FROM PUMP ANO
FLOATS MUST 8E Rl1N THROUGH
CONDUIL WIRFS CANNOT HAVE GROUVD
PUMP CUNTROL FLOAT- - CONIACT.
���
— .
r�s���F-s
.
METAL
COVER
� _� ,r _)�_ � �o ��' -�"
,� , � .
'� - i
19 � ' � '-y_ -
� .Y;_, � �; i '�Y
i >� ; i
I �� ; I '�
_ i 'Y� � ,.*,.�.:�� I
_ '+`- _ '. _ �
CONCRETE - s�`
MANHOLE '`'
RING
MET�IODS OF SLCURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Fiburc C-14
� . . . ' ,. �
�
� VERTICAL SIDEWALL SEPTI� TANK
i FINISNED GRADE
�: i�
.� AT LEAST 6�TO 12" S01� �T LEAST
I"
Q" DIA. COVER 4" DIA.�.,
MItJ I — "AT LEAST I" � AT LEAST I"
� - � �•
� ---,
� -- A .
—�- � � A DIMENS�ONS FOH TAN►c5 wiTH vEnriCa�_SiDEs
- - WIUTH„W 24' MINIMUM --- _. '—
' lENG7N, L 2 TO 3_ tiMEs 7fiE wIDTH __
B OIAMETER fi0� MINIMUM _ __ ___
, � OEt'TH`D _ 30'_MINIMUM; 76�MAXIMUM _ ___ C
---A- 02 D _ �
AT LEAST —8� � 6"_MINIMUM�_0.2 D MAXIMUM - _ 6� _
3.. c o a �
— - -A7 LEnST 4 FEET - -- � ' ---�
��uics: �
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I'Y`C MF,.T PFIOCAIIUk!IW(fN T11F�NEI Ml�(Mlllfi
nnrn�s --
� PENCII.
� MAF2K5 a.
�
1 h
20� ri
�y� NtANH E y �,
R •
INLET '' SCUM ' �; OUTLET
� + ';,'�;OUTLET LEVEL� ,�,�, '1 .t Y
3'. _.. _—•- — — � T
—..— SCUM CLEAR SPACE- ���, ' REqN OUT TANIc VvHEN�
ti•, — — — _. ���ie • — �—� ," �1 IS 3' OR LESS OR
_ — —'— — — �j� 8 'B"IS 12'OR LESS
;, -- -_ - - _ _ - = 1
� �'� ;�.' , .- `•;, BLACK COIAR
w �i�.'��+�.•�::••.:.' • SW�GE ,i ' DISTINGUISNES SLWGE
� �`�;�.�: ':�;' •- . . . =, LAY�R FROM l.l0U1D
� +qr.;.�:�:,, A�
. .. .�.✓
.� ,5�:: W'••
..; r
MEASURE SCUM AND SLUOGE ACCUMULATIONS
I N THE SEPTIC TANK