HomeMy WebLinkAboutseptic info N� : 2Z�1 j�jitl€ �2.IDC� 1.�4�V�
CITY OF ORONO ��e
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
.s� �-. . /.n
WELL DATA
Address �+� •. , �_ T%�—�D Property I.D.-3 — � '"�-3 ZZ � I
O Standard trench I
O Mound L, w
System type O Other legal Description P . 3`7 �
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Permit No. � Date of � L
permit � Installer m �
p No. Bedrooms a Garbage � m I
Building type I�ESIGE/VC,E or GPD u _�Dish h Disposal )C D o O
SEPTIC TANKS: Material pacity 2) ° ¢ c
•a
Proper outlet and inlet Baffles iquid d o RO level 3 �
� O
Height of tank bottom above water table ance o ne st building N w
G
DRAINFIELD: Total length o ines ber f e Trench width
N
Y
C
Total treatment area(sq.ft.) He' h of ai field ove water table �
. �
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Type of filter material il � _
E t w
Distance from nearest bidg. Ti Perc rote min/in � � a c
w
� � � W
Depth of fill over drainfield D th of r over tile under tile •� E c �
` o � '� 3
'� p����thk
n LOCATION ' �ctit
INSPECTION RECORD PUMPOUT RECORD U�Q�� SKETCH
d'��'� i z --�
DATE COMPUAIVCE DATE GALLONS by ��
7� �1J0 St.�P.F�C/NG iCJv7YD Z ,��93 �Q�
SYS'T�rK S NoT Lo c�'7�'D
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7-8-87 �
SyS�,�, �o+ o�-�
a� o P,��6/� ����.�._ .�.
,� ,
I119 SU ►u'nu �v���C✓s G/h�D�►�w� �__
/1.�� $�Z� � ��
� ��� -finks lar 3
S�s � .� -o�wf�..�kl,r.� 3
��
Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
f�— CONFORMING `S�—SUBSTANDARD �—NONCONFORMING 3) North arrowand road
�� 2 3
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- - ---- - �
------- - CITY OF ORONO ��
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
� �[�/�p��� �''7 WELLDATA
Address Property I.D. � � � I
`[7�tandard trench I
,p�Mound o,
System type O Other Legal Description C' m
�r p..� T t
Permit No. Date of permit L`"�Z� Installer �1,) ��n �• � O
No. Bedrooms Garbage � „ (
Building type � or GPD I.,aundry�Dishwasher Disposal 9 o Q
SEPTIC TANKS: Material Capacity 1) 2) E � �
� � c
.o
a
Proper outlet and inlet Baffles Liquid depth to RO level 3 �
�
� �
Height of ta�k bottom above water table Distance to nearest building � �m
�
DRAINFIELD: Total length of lines Number of lines Trench width
Y
Total treatment area(sq.ft.) Height of dreinfield above water table �
«
�
;,,
Type of filter material Soil type � �
« ""
Distance from nearest bldg. Tile size Perc rate min/in ° $ m c
m � � �
Depth of fill over drainfieid Depth of rock over tile under tile •� E c �
o a �� 3
LOCATION
INSPECTION RECORD PUMPOUT RECORD SKETCH
DATE COMPLIANCE DATE GALLONS
Include: t) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow and road
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3:�� ..� - CITY of ORONO
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,`\� � � �Y ,��' G Street Address: qSa-a49-y6o O Mailin Addmas:
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'�\'!� pg / 2750 Kelley Parkway P.O. Box 66
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�—�__--� , Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: I Address: �as� r 'r`e R'd 9e Lg�e-
City Ordinance 199 requires that each e�cisting on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment syste�►at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
1 `CODE SYSTEM"An IS which meets all the location,design and construction standazds of the current Orono Municip�l Code.
2 "COMPLIANT SYSTEM'�An LSTS which dces not meet all the location,design and construction standards of the cuaent Orono
Municipal Code but does meet t�e Huee foot separation requirement or two foot requirzment for systems installed 1996 or earlier,and
which is noi failing or an i�in�ent threat to public health or safety.
3 "NON-COMPLIANT SYS M" 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 standords of the current Orono Municipai Code and which is failing for any
reason;and any ISTS with less than feet of unsaturated soii or sand between the distribution device and the limiting soil characteristics.
TANK CONDITTON(5-71: ,�
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pump�d out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped ). '
Make sure seatic tanks are uumped throush man6ole and not throu¢h white insnection uiaes. This allows for the prouer
cleanin¢ Keea water softner s�d iron fiiter discharee out of seatic svstem to nrolon¢life of drainfield. Ask aumper to test
alarm float to veri alarm is stil orkin in our house. The alarm warns owner that se ta e is about to backu into basement
7 Insp�tion risers missing- could not be inspected. �nspection 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- 0 : �
� Drai�eld is d,ry,no surfacing evident.
9 Some evidence of surfacin not critical yet.
10 Drainfield is saturated and isibly discharging untreated ef�luent to the surface. Contact the City Inspector
immediately.Repairs must b completed within 9U days.
COMMENTS: I`^0 v�� 1 obkS o K. PU�p .s�p�,� ��1cS
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Date of Inspection Matt Bolterman- Septic System Inspector
Note: In the ev�t that this inspection rep�rt is used to satisfy We requir�ents for a mortgage or other hansfer of property,be advised ihat this report dces
not guarantee or certify that en existing s�stem will continue to function properly, but is merely an opinion of the adequacy of the system under curnnt
conditions based on ti�e available informatia{n.
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���:��-� CITY of �RONO
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' �.���� Mailtn�Addreuc
�ESHD 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay. MN 55323•0066
95d-�4q-4600
ent Owner: I Address: aa s� P:�e R�� (_4 n
T�Curr
City Ordinance 199 requires tn�t each existing on-site sewage 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 CONFORMI 1-3 : � �
1 "CODE SYSTEM"Anl ISTS which meets all the locatioo,daign and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYS1'�M" An ISTS which does not meet all the location,daign and construcdon standards of the curnnt Orono Municipal
Code but does meet the t}uee foot separation nquirement or two foot rcquirement for rysums instalied 1996 or earlier.and which is not failing o�
an imminent threat to pyblic health or safety.
3 'NON-COMPLIANT�SYSTEM" A prohibited ISTS;an ISTS located within a daignated t 00-year flood plain,any ISTS which may
or may not meet ali the aocation,design,or construcdon standards of the current Orono Municipal Code and whtch is fail'mg for any rcuon;and
any ISTS with leu thazi three feet of unsaturated soil or sand between the distribution device and the limiting soil eharacteristiu.
TANK CONDITION(_�-:71C
Tank inspection indicates: �, _
� Pumpout not needed atlthis time.
Septic tanks must be p�imped out this yeaz (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped ).
Nlake sure seatic tanks a�e aumned throuQh manhole and not throuQh white insaection nioes.
This allow•s for the nrope cleanin�,
7 Inspection risers mis�ing-tanks could not be inspected. Inspection risen(4"dia.pipe)must be installed in each tanlc.
DRAINFIELD CONDITIOPd -1Q : �
8 Dninfield is dry,no�s rfacing evident.
9 Some evidence of s cmg,not critical yet
10 Drainfield is saturated and visibly dischazging untreated effluent to the surface. Contact the City Inspector �
immediacely.Repairs must be completed within 90 days.
COIiL�NTS: Mo�^G 1 odk5 ok_ P�MF Sc�}:� -t-���ks next 59�:�n�_
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Date of Inspection Matt Bolterman— Septic System Inspector
Note: in the event that this inspection�port is uud W satisfy the rcquirements for a mortgage or other transfer of properry.be advised that this rcport does not guarac►tee
o�certity that an exisdng system wi11 co tinue w funcdon properly.but is merely an opinion ofthe adequary of the system under eurrent conditions based on the availabie
infocmation.
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; ,t ��• � ` � � Street Addross: Mailin� Addross:
��$+g`HOg' ��� 2150 Kelley Parkway P.O.�Box 66
'�, Orono, MN 55356 Crystal Bay, MN 55323-0066
June 20, 2000
Clifford L. Otten
2251 Pine Ridge Lan�
Long Lake, Mn 553�6
Dear Mr. Otten:
An inspection of yow septic system was conducted on 7une 19, 2000. A summary of the inspection
is below.
Septic Tank Condit�on
1. Pumpout needed within one year(last pumpout date unknown).
The septic system is a compliant system, meaning it meets a11 or most current City and State
Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This
list is enclosed simply for your reference in case your septic system needs maintenance in the future.
Also enclosed is a fa�t sheet explaining your septic system and how it functions. Finally, an as-built
drawing is enclosed s�owing the approximate location of the septic system.
If you have any ques�ions regarding this report, please contact me at the City Offices at 249-4600.
Re ectful , �
. ��
Chris Pence
On-Site Systems Manager
Enclosures
In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,
be advised that this repo�t does no guarantee or certify the e�ssting system will continue to function properly,but
is merely an opinion of the adequacy of the system under current conditions based on the available information.
This report must be kept on the premises with the system location and pumping records.
� Telephone(952)249-4600 • Fax(952)249-4616
W W W.CI.OtOIIO.111II.R3
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�'`�� CITY of ORONO
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`�`+� �,' �;'���;�:n �l� Municipal Ot�ices
�� ����r������''.�� Street Address: Maiiing Address:
`�'EggO�' 2150 Kelley Pa�kway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
owner: Clifford Qtten Address: 2251 Pine xiaQe La.
Permit #'s: 5464 Dates: 9/7/93 Contractors: E. J. Petersoa Co.
(This is [ ] an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 1
1 Code System: MeeUs 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 appe�rs to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant S sCem: System may or may not meet current City standards for design,
construction, orY�ocation, 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 leviel is [ ] or is not [ ] identiEied uader this septic system. If the
saturated soil level is aot identifiad, this classificatioa is subject to revision.)
TANK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
6 Solids accumulatio� 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 yearsf 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 The tank or tanks meet the definition of a cesspool and must be replaced within 10 months.
(The tanks are [ ) or are not ( ] water tiQht or tha condition is [ ] unknown. If the tanks
are not confirmed to be watertiQht, this clas'sificatioa is subject to revision.)
DRAINFIELD CONDITION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
12 Some evidence of sulrfacing, 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 d�nd condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low
COMMFNTS:
4/10/98
Date of In�pection Septic 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 i�ndicates the operation of the system under current conditions.
, Telephone (61Z) 473-7357 • FAX 473-0510
CITY OF ORONO! � O�
Municipal Offices O O
Post Office Box 66 ,
Crystal Bay, MN 55323-00�6 � � ON—SITE SEWA(�E TREATI�NT
,� �, INSPECTION REPORT
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Owner• Address•
Permit #�'s:� Dates: �' Contractors: //hCrbi,r/Y�;�,^
City ordinance number 100 r�uires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The om site sewage treatm� t system at the above address has been inspected and appears to fall into the category
checked below.
(This is � aniexisting system [ ] new construction)
SYSTEM CONFORMITY (7-3):
1 "CODE SYSTEM"-A syqs em which meets all the Location, design, and construction standards of the current City
Codes, and whiC is operating satisfactorily by treating and disposing of the entire current sewage input
Without dischar ing 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 C es, but was installed according to the code in effect at the time of installation, and which
is operating s isfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants nto ground or surface waters.
"NON-CONFORMING S1f TEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which mp or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting 3qtl characteristic [ ] has or�as not been identified at this time. If the limiting soil
characteristic Nas not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates: '
5 Punpout not needed atlthis time.
6 Solids accunulation in tanks indicates they should be p�xnped out this year to help prevent future problems.
,7y 5olids accunulation im tanks is at a critical level. fianks should be punped out as soon as possible.
�� S stem is dischargin 'to the s f ce. Tanks mus within 48 hours
ns ' - an s cou d no in Inspection risers ia. pipe) must be insta ed in each
tank at next pumpout. If tanks have not en punped out uithin the last three years, they should be punped
out now.
10 inspection pipe is lc}cated directly over tank baffle (does not give acwrate measurement of solids accunulation).
If tanks have nbt been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14�: �
Drainfield inspection indi�ates:
11 Drainfield is dry, no surfacing evident.
� Some evidence of surf cing, not critical yet.
� Drainfield is sature ed and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. R�pairs must be completed within 90 days.
14 Drainffi8t'�"�RLErti'and condition unknown.
L1MITING SITE FACTORS (slope,setbacks.etc.):
POTENTIAL FOR SYSTEM FAILI�f�E (depends on soils,water table,etc.): �
�
OMMENTS:
� w► �e. ' S o �dP,yT(
Date o Inspection eptic y nspector �r ��'
Note: In the event that t �s 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 n opinion of the adequacy of the system under current conditions based on the available
tnformation.
This repoht must be kept on the premises with the system locetion and pumping records.
WWITE COPY/Inspectors File YELLOW COPY/Homeowner
� �°�
CITY OF ORONO O O
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-00661' � � ON—SITE SEWA(�E TREATI+lBNT
,� �, INSPECTION RLPORT
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Owner: ( .������Y�- Address: ��51 �'1hP Ki(.�'�1� Lh.
Permit �'s: ��� I Dates: Contractors: —'"
City ordinance number 100 reqwires 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 ex6sting system [ ] new construction)
SYSTEM CONFORMITY (1-3): �
7 "CODE SYSTEM"-A systeqi which meets all the location, design, and construction standards of the current City
Codes, and which i� operating satisfactorily by treating and disposing of the entire current sewage input
without dischargin any pollutants into ground or surface r►aters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but uas installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTE�I"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may �r may not meet all the location, design, and construction standards of the current City
Codes and which i failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distrt�tion device and the limiting soil characteristics.
(The limitin� soil characteristic [ ] has or py. has not been identified at this time. If the limiting soil
characteristic has' not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
5 Pumpout not needed at thlis time.
6 Solids accumulation in t�enks indicates they should be punped out this year to help prevent future Problems.
7 Solids accunulation in t�enks is at a critical level. 'fanks should be punped out as soon as possible.
� System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface dischar�e.
Inspection risers missing-tanks could not be ins cted. Inspection risers (4" dia. pipe) must be installed in each
tank at next punpqut. If tanks have no en �mned o�t within the last three years, they should be punped
�ut now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation).
If tanks have not been punped out within the Last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): i �
Drainfield inspection indicates:
11 Drainfield is dry, no surfacing evident.
]�, Some evidence of surfacing, not critical yet.
(1�/ Drainfield is satur and visi n untreated effluent to the surface. Contact the City lnspector
' iatel s mus c let wit in
14 Drainfie extent and c t .
LIMITING SITE FACTORS slo etbacks etc. :
POTENTIAL FOR SYSTEM FAILURE �decerxis on soils,water table,etc.):
COMMENTS: e � �C �/�
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that thi�s 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
informat�on.
This report rnust be kept on the premises with the system locstion and pimping records.
WHIT�COPY/Inspectors File YELLOW COPY/Homeowner
I� SEPTIC SYSTEM INFORMATION
STREET A1�DRESS o���I TI� �Gi�q-P_ ���..
LOT � I BLOCK SUBDIVZSION �n�
MONTH AND�, YEAR TESTING. DONE
�Gra� //o l ,ro�
ITEMS ALIREADY COMPLETED � ���
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N I PL B F U NG BU LD NG PERM
EED TO C�M ETE E ORE ISS I I I IT:
OBORING�
OPERC T'�STS
OSYSTEM'' IDESIGN
OSITE PI�AN
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OOTHER I
OCOMMENT�S
DATE THIS �HEET FILED � BY ,�j��/� ��y.
SUBDIVISI01� FILE NO. ��
Ij On the Nortb Sbore of
Lake�Iinnetonka
ON-SITE SEWAG� REATMENT
INSPECTION'! EPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� I • - • • Crystal Bay, MN 55323
� 473-7357
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OWNER ADDRESS ��/ �',f)� u/�
PERMIT NO.'S. ---�-- DATES " CONTRACTORS
City Ordinsnce Noj 10 requires that each on-site aewege treatment system in Orono be inapected on a regular baais.The o�-site sewage
treatment aystem at the al�ve address haa been inspected and appesn to fall into the category checked below.
(This ia i� an existing system ❑ new consuuction)
� � Meets or.�xcee�current City standards in all retpects relating to deaign,construction,and location.Appears to be operating
properly. �I
� 2 Does noi�eet all current City standards for new conatruction (1978 Code) but in moat respects appean to be designed,
located, � d conatructed generelly in accordance with previous codes.System appean to be functioning properly;no major
upgradir►�' f the system ia required at this time.
� 3 Does not�'i�eet current City ttandards in many respects relating to design,construction,or location.Appears to be operating
adequatel� at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.l
� 4 System or may not meet current City standards for design,construction or location,but is failing to properly treat and
ditpose o I he current input,and is endangering a water suppty,or is a source of pollution to surface or groundwaters,or is
creating a�i fety hazard,or ia otherwise creating a public nuisence.Please contact the City Inspector to discuss system repair/
replacem procedures. If drainfield replacement ia�ecessery,soil testing will usuelly be required,and a design and site plan
must be s itted for review.Your contractor must obtain a permit before work is started.
l
SYSTEM CONDITION ( G� CAecked items may require your action)
Tank inspection indicates: O Inspsction pipe is located directly over tank beffle.(Doea not
❑ Pumpout not needec� t this time. give accurate m�urement of solids accumulation.) If tanks
❑ Solida accumulation�i tanks indicates Mey should be pump- have not been pumped out within the last three yean,they
ed out thia year to h! provent future problema. �ould be pumped out now.
❑ Solida eccumulatiory in tanka ia at a critical level. Tanks Drai field inapection indicatea:
should be pumped o�V es aoon as posaible, Drainfield is dry,no surfacing evident.
❑ System ia dischargim to surface. Tanla must be pumped Some evidence of surfacing,not critical yet.
within 48 houra to eli inate surfaoe ditcharge, ❑ Drainfield is aaturated and visibly discharging untreated
-�"�Inapection riaera mi ing—tanks could not be inapected, effluent to the aurfacx. 7his condition may require replece-
Inapection ritera (4",�a. pipel muat be installed in each tank ment or sdditions to drainfield. Co�tact Me City Inspector
at next pumpout. If nka have not been pumped out within immediately.Repairs must be completed within 90 days.
the la:t three years,th y ahould be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS;I •
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope �� (dePends on soil types,water Future Expansion
❑ Soil table and system condition) ❑ Adequate
❑ High water table �Low Fair
❑ Lot size ❑ Medium �Poor
❑ Lake,wetland,or str�m ❑ High . ❑ Inadequate
❑ Droinage I ❑System is causing visible
surface di harge.
� i /
COMMENTS: Q
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I Date of Inspection Septic System Inspector
Note: In the event that this'i�spection report is used to satisfy the requirementa for a mortgage or other transfer of property,be advised that
this report does not guarant or certify that an exisfing system will continue to functio�properly,but is merely an opinion of the adequacy
of the system under current�nditions based on the available information.
I
q�his report must be kept on the premises with system location and pumping records.
WI�ITE COPY/Inspecto�'s File GOLD COPY/Homeowner
II
CITY OF ORONOI'
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M�icipal Offices I � O O
Post Office Box 66
Crystal Bay, MN 55323-00� � � ON—SITE SEWA(iE TREATNIENT
� � INSPECTION REPORT
ti
�'�9kE o��G
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Owner: �) d��I � �
Address• �.
Permit ,�'s: Dates:��Contractors: /-�. JI t�lE'��UY� l �,
City ordinance nunber 100 r� ires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatme system at the above address has been inspected and appears to fall into the category
checked below.
(This is I�an l�isting system [ ] new construction)
S STEM CONFINtMITY 1-3 :
"CODE SYSTEM"-A sys �ich meets all the location, design, and construction standards of the current City
Codes, and which' s operating satisfactorily by treating and disposing of the entire current sewage input
without discharg� g any pollutants into ground or surface waters.
2 "CONFORMING S1'STEM" system which does not meet all the location, design, end construction standards of the
current City Codl! , but was installed according to the code in effect at the time of installation, and which
is operating sati factority by treating and disposing of the entire current sewage input without discharging
any pollutants i o ground or surface waters.
3 "NON-CONFORMING SYS� M"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may� r mey not meet all the location, design, and construction standards of the current City
Codes and which i failing for any reason; and any.system with less than 3 feet of unsaturated soil or sand
between the distr bution device and the limiting so�t characteristics.
(The limitin� so� characteristic�has or [ ] has not been identified at this time. If the limiting soil
characteristic ha� not been ident ied, this classification may be subject to revision.)
TANK CONDITION (5-10):
� inspection indicates:
5 Punpout not needed at tllis time.
Sol�ds accunulation in nks indicates they should be rxniped out this year to help prevent future problems.
7 Solids accunulation in ; anks is at a critical level. 'fanks should be punped out as soon as possible.
8 System is discharging t the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e.
9 Inspection risers missi -tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next punp�ut. If tanks have not been pu�ed ait with�n the last three years, they should be punped
out now.
10 Inspection pipe is loca�ed directly over tank beffle (does not give accurate measurement of solids accunulation).
If tanks have not peen punped out within the last three years, they should be punped out now.
DRAINFIELO CONDITION (11-14):
Dper'�field inspection indicat�s:
117J Drainfield is dry, no su facing evident.
'I� Same evidence of surfac¢ g, not critical yet.
13 Drainfield is saturateRi and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Rep�9 rs must be completed within 90 days.
14 Drainfield extent and co ition �known.
LIMITING S1TE fACTORS slo tbacks etc. :
POTENTIAL fOR SYSTEM FA[LURE e nds on soils water table etc. : /Ai�,�
COMMENTS: II
ate of i spection e i ystem nspec or
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 thi� report does not guarantee or certify that an existing system will continue to function
properly� but is merely an ' im on of the adequacy of the system under current cond�tions based on the available
�nformat�on.
This report st be kept on the premises with the system locetion and punping records.
WHIT@�OPY/Inspectors File YELLOW COPY/Homeowner
' _=��'``'\`�`��I � .
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�� . : ��i CI'1`Y of OIZOI�T�
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'��''••,� • �ti,:! Municipal O.ffices
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��,� � � �.``��G;�`� St�eet Address: Mailing Address:
`4kESKp�': . 2150 Kelley Parkway P.O. Boz 66
- -_.__--..-. � Orono, MN 55356 Crystai Bay, MN 55323•0066
To: The Current Owner of Address ��� � ��.� Q �� �j'�
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 beerr 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 I-�all.
Imminent Publ�c Health Threat
Yes � .
No
If yes, please cor�tact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes
No .
�
If yes, system must be brought into compliance by:
December 31�, 2007 �
December 31, 2010
Other
Septic Tank(s) p out Needed
Yes
No
The City recomr,�ends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
� � �iL�O . The tank(s) should be cleaned through the manhole and
not tluough the ia�spection pipes, this allows for proper cleaning.
Gomments:
� �Inspecto�:C�LJ��� '���✓`� Date of Inspection �o� -0
I Telephone(9�2)2�9-4600 � &'as (9�2)249-46ih
www.ci.orono.mn.us
< , . , . � �/L�! Z_25`' /. �o/N�_. .
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�. ��,J� � ,�,��"�1��, �1�r�'. �.�,�+��
. �51 KATYC!D LANE ; ' ;'
� ST. 1JIICFiAcL, MN 55376 /�,�"/�_ f"t`���•"�'�j° •.�
�'.�'7-3566 / �" ►
. �.....�-- �"""""
� steven 3.. SChirmers . . _ �,,�,�•��.°�,��•�? ,�„�'�,1�:�...
. � , ,
. October 2, 1989
Cliff Otten �
Lot2,B1k. 3 , Exist'ing House �
East Willow Woods' � ; ,
Orono, Henn. Co. ,' MN � � ; ,,
This system is De�igned for a Type 1,Eive• bedroom home and in accordance
with the Minnesot� Pollution Control Agency Chapter 7080 and local. '
ordinances . � �, i
The soils on this ,site are typical of SCS soils mapped - HcB2 - Hayden �
clay loam. A sea�onally high water table was loCated at 22"., 24" ,
• 28" , 36" & 38" , (mottled soil ) . Due to the seasonally high water table,
a pressurized mou�id system will need to be installed. The bottom of
the rock bed must be located at least 3 ' above the seasonally high
water table. ' '
The . soils at a depth of 18" have a percolation �rate averaging� 13 .0
min/inch and are �dequate for treating septic effluent.
This site has an �xisting system. The location of the s.ystem or the
tanks was not foumd (tanks may be located in tne basement) . When '
the system is replaced, a pressurized mound system will need to be '
installed. .
A pumping chamber will need to be installed to lift the effluent to the
treatment area. '
' :�.
The manifold and �upply Tine 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 �nd 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.
(Mercury floats are a good method) .
All neighboring wells are located more than 75 ' away from the proposed
trea�ment area . ,
Keep all heavy equipment off of the proposed treatment area before and
after constructior� as much as possible. The tre'atment area should be
marked off before ,construction. ' •
Soit and Perco�a►ion Tests •
Septic Sys�ern Deaign � CONT' D
. . , � ;
„ , . � , �
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' . .
With proper insta7�lation and maintenance, this system should have no
problem in treatirlg septic effluent effectively. •
; .i
Recommend to pump �the septic tank every year if there is only 1 tank
& every 2 years i� there are 2 tanks .
' �
,
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Steven B. Schirmers �s.
SBS/ds �
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SYSI�EM CES!G'J -!J:C���•��D -;'k�cr.��»�T�� --Z-Z}�s _'E� C-�> >4?-a►=F� AS .4�oc�-i .
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TYPE�-�, ._� BFuR�'J� , Averoge perco'�tion role 13•d min./�r�;h (des�yn.83sy.{t ':�en_",�IGM G�80 per,�ai. of doily .•eweg2 "c,ya �
. .'?,SO ��'.!d�y x.wsG.ft�ecl. 1n�2�. sS.`t:ot trec!merl orea � 10% =��u_sq.4t. (= IGft.w�d!h=.(�Ss_fi.�eryih vf�ed orea+s�ue s'o;�e r�n�'01 x.�f�e�g�`= �..Ss ft,x 5 S,i'.Ic�h�n•e.�ee nc�de-d}
� C;eon :ock nee�ed- ��;.:;.ft.tieo':m�i aree x L•�c�eplh�rcfk�1�::�{t-L7��,2_t::.v_��..!3/�'to?_I/��d�o._,��du�� 2�of r ��k e':+�;�.e p��e)
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C�eo�send fiil be.ow rock r�te�ed_l'�SZ�c:.y;�is. o;�rex. , sen�y �,. m bocx .l:�.�.� y rF"" , cnsoil 6 � cu.vd. J__.J__�--__ r,_.--
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�umbzr of tQnks req.,;red �� , ;st 'onk/o�'v go1. ,2nd 1a�k�oc�9oi.m:s:ru-ns PL.�� F�:,,-,F��� �t7»•,,;�c � -- . ,
P�mp�ng chomber capoc;±y- 25% of da�'y s�v�•je fl�,n; ef '7So_�r,�.=�sa'..+:�serve sicro� of 150,r:1/BF�.'2..��yol.+p��:boCK dn��noge— � T �: a-��F-,�-1
- Pr.C�ER�Y 0� ��l��
of lo__'�'�q�!./�OOlin.fi.of I 11�dio. ��;;:'y pipe, 1in.ft.need'ed_�_� �_go'i mon�o�d Jt!c�o:./10�':n`+of_�_"d;o.p;�e, 'n.ti_nzeded� ,3_��'• �i�, -r� -v� �� _t_n s-t r. ���_s�1�
, . total co�cily needed�'-��I.(Pl�s aeo fa. p;,mp) �:-�� ��,,r,. 1�O_��1.c�.�o. � WCocY� e8 C�10 Y��_ H-h�µ_[D.
_ Dislribulion ppe_IJ3 Cia. ,15��in.ft.� ��" �d�o. periorci�ns �%���a,,ori. v .
_ _ Purrpsize ��3_hp. (p�mpob'2 copocityL��9ol. 4cyc'•es/doy) �.�c� � 1 ' N�-�?c__ -:=e��� ��s�.Na��e_ So�a�.,l 1 m,r� . r $-p TEST/NG C. . --
- Note � When cons+�uc��ng bed -- , I�:s oreo shoub be s�.�ed No�e� D�stonce irom treo!ment o�eo to ne�gh5oring wet!s— i Ces�gned 9y� �
" , L:��'�-c��� -�A� lGc ' � v PH. 6�2-497-3`
to diven r�n-o.t trom emering treotment oreo. � , , , ,� � .� 15 e ?.��_ ; �o�e �L��.�� ,
L 1J
, ,CERT.IFICATION # 00627 � , Logs of Soil I3orin�s , ' �
Location or Project Cliff Otten, East i^lillo��� uloods , Existing house
Borings made by_ I� Tes_tinq, Inc. Steve Schirmers Date 9-25-89
Classifiction Syistem: AASHU ; USDA-SCS X ; Unified ' ; Other
Auger used (check two) : Hand X , or Power , Flight ' , or Bucket X
Depth, IIoring number 1 Depth, Boring number 2
in � ' in `
feet Surface'�, elevation 92 • 9 feet Surface elevation 94.4
• � 0 - 0 - ..
Top�oil aark brown - Topsoil d�rk brown
'loam � loam
1 - -. 1 ' 2" 1 - � 0 - 1 ' 4" .i
� Br wn• loam '
� 2�� _ 1� $�� '
�3ro n ,clay loam ' Brown loar,�
' 2 - ' 8" - 2 ' 4"-MOTTLING 2 -
Olive �,brown clay loam ' . '
3 - ' 4" - 3 ' 2�" 3 _ � 1' 4" - 3 ' 2"-MOTTLING '
. • Rusty olive brown
4 - OliWe brown 1'oam 4 ' clay loam
5 - 5 - �
6 - �.
� � 2�� _ 6 � 6 - 3 � 2�� _ 6 �
7 - 7 -
g - � g ,_
End of boring at� 6 � feet. End of boring at 6 � feet.
Standing water �able: Standing �water table :
present at_�_ feet of depth, present at feet of depth,
hours after boring. ' hours after boring.
Not present in Mole X Not present in hole X .
Mottled soil : Mottled soil :
Observed at.. 2_4� feet of depth. Observed �at, 3 � 2�� feet of depth.
Not present in Mole Not present in hole .
� �
Comments : ' Comments :
L...13
, CrR'�ICICATION h� 00627 � Logs of Soil Borinqs
Location or Pz� ject__Cliff Otten, East Willow woods , Existing house
.
Borings made b S-P Test 'inq, Inc . Steve Schirmers Date 9-25-89
Classifiction �ystem: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (ch�ck two) : Hand X , or Power , Flight • , or Bucket X
Depth, Dorinc� number 3 Depth, �. Boring number 4
in in '
feet Surfa�e elevation 94 . 0 feet . Surface elevation 95:5
0 - 0 - � . �
Top�oil dark brown Topsoil dark brown �
loam ,
' 0 - 1 ' loam �
1 - Brown � l , _ 1 , 4„ loam 1 p - 1 ' 4" � `
� own clay loam �
1 ' 10" MOTTLI G1 � 4�� _ � 2 � Brown loam
2 Oli e brown clay loam 2 - • f
� ' 2 ' - 2 ' 8" ' 1 ' 4" - 2-1/2 ' � j
Brow oar�ay2=1/2 ' - 3 ' -MOTTLING � �
3 Ru$ty olive brown 3 � �
loam , Rus'ty olive brown �
, clay loam �
,
� 4 - 2 � 811 _ 4 � 4 - ' ' i
� i
� 3 '� - 4 ' 4" j
Ru�ty olive brown : �
' silty loam � i
S _ 5 _ Oliv'e brown loam
, �
4 ' - 6 ' . 4 ' 4" - 6 '
6 - - 6 - �
7 - , 7. -
8 - ' g.�._
End of boring a�t 6 ' feet. • End of bo.ring at 6 ' feet.
Standinq water itable: Standing water table:
present at_�_ fee,t 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 1,�0„feet of depth. Observed at 3 ' feet of depth.
Not present in Mole ' Not present in hole .
Comments : , ; Comments :
I , ,
L-lj
, .CERTIrICATION #I00627 Logs of Soil Aorings � �
Location or Propect Cliff Otten, East Willow Woods , Fxisting house
norings made by S--P Testinq, Inc. Steve Schirmers Date 9-25-89
Classifiction 5 stem:. AASHU ; USDA-SCS X ; Unified ; Other
Auger us�d (che k two) : Hand X , or Power � , Flight , or Bucket X
Depth, Borin number 5 Depth, Boring number 6
in , in '
feet Surfac� elevation 93 . 1 feet Surface elevation g5.1
. 0 - p - ...
Topsqil dark brown loam
0 - 10" Topsoil dark brown
1 ' Brc�wn clay loam 1 - loam +
10" - 1 ' 8" • .
2 ' -WEA MOTTLING Ol�,�ve brow 0 - 1 ' 10"
2 - 1 ' 8" - 2 ' 2" cla loa 2 - Brown loam
, ' l � l��� _ 2 � 8��
(�live brown loam , Brown clay loam
3 - • 3 - , � 2 � 8�� _ 3 � 2��
' Olive brown clay
, loam
4 2'•2" - 4 ' 2"-STRONG M TT 1`�I� 3 ' 2" - 4 ' 2"
Rust�} olive brown loam �
5 _ • I 4 ' 2" - 5 ' S _ � Olive brown loam
H�jT ROCK
6 - , I' 6 - Q ' 2" - 6 '
7 - 7 - �
8 . , . 8 ... ;
End of boring a� � 5 � feet. End of boring at� 6 � feet.
Standing water table: Standing water t�able:
present at � feet of. depth, present at � feet of depth,
hours •after boring. hours after boring.
Not present in l�ole X Not present in hole X .
�
.
Mottled soil : Mottled s�oil :
Observed at 2 ' � feet of depth. Observed at 3 � 2�� feet of depth.
Not present in l�ole . Not present in hole .
Comments : . Comments :
' • . �
C�RT..#00627 ' �
,
I, � ....__
. PERCOLA7'ION TEST DATA SIIF.ET � �
' ,-.
� �---�..
� S-P Testing, Inc. 9-26-89 � 11 : 23 � a.m. )
Pcrcolation trst rcadings n�adc by o� starting at p.m. ,
Cli�`1E Otten,Existing house 1 ''�",r, � 9-25-89
Tcst hole lo�ati��n ,.._. , Flole number , Uate•hole was prcparcd •
Dcrth��''hu1�:b��ttom .� 18 inchcs,Diamc►.er of hol�= 6 inches �
Soil data fro�n tcst ho!e: '
Dc��th, inchcs ' Soil tcxturc .
�
0 - 14" , 'Topsoil dark brown loam �.
14" - 18"' Brown loam
.
Mcthod of scratchink si�;evvall Knif e �
• Dcrth of eravcl in bottom k�f holc 2 � inches �
9-25-89 5 : 30pm 12
Date and hour of initial wa�ter lilling , Dcpth of initi.�l water fillin,g inches above hole bvttom
Mcthod used to maintain�Ut least 12 inches of water derth in hole for at least 4 hours AutOmat 1C s iphon '
, Maximum watcr dcpth abovc holc bottom durin�;tcs� 6 inches .,�
� Tjme Pcrcolation '
Timc , intQrval, Mca�urcmcnt, Drop in watcr ratc, Rcmarks
minutcs inches level,inches minutcs Eier �
� inch
11 : 09 pre�ill 6
11 : 23 il:' 3 " 4-1/8 7.3 30 min
12 :04 12 :34 " 3-7I$ 7. 8 " "
12 : 35 � 1: 0' " • 3-13/16 7. 9 " "
r
'I
.t -
Percolation rate = ��—minutes per inch. �
„ . • '
C�F�'�. �0�'627 ' , ..
. ,
. , PERCOLATI�1'TEST DATA SHEET '
I ' ..
S-P Testing, Inc. 9-26-89 11: 24 a:m.
Percolation trst rcadings ade by on starting a� p.m. ,
IJarr)
Cli�f Otten, Existing House 2 , 9-25-89
Test hole location � , Hule number , Datcfiole was prcpare�� •
Dcpth of hole botron�8 inchcs, Diametcr of hoie 6 inc�es �
Soil data fran�test hole: '
Ucpth, inchcs � Suit tcxture '
' , ,
0 - 16” � Topsoil dark brown loam �
16" - 18"� Brown loam '
. ;
Methc��of scraxhing sidcWall Knif e ' �
• Dcpth of gra��cl in bottom pf hole 2 inches '
� 9-25-89 5 : 30pm 12 :
Datc and hour of initial wa�er fillin� ,Depth of initial water fillin,g inches ubove holc bottom �
Method u����'to maintain at least 12 inches of water depth in hoie for at least 4 hours AutomatlC s iphon �
� ,Maximum water depth above hole bottom iluring tesr 6 inches �
• T�me Pcrcolation '
Time intqrval, Measuremcnt, Drop in water rate, Rcmarks
mir�utes inches ' lcvel, inches minutes per '
• inch
11 : 09 reiEill 6
11 : 24 11 : 4 " 2-5/16 13 .0 30 min
.A
12 :03 12 . 3 " 2-3/16 13 . 7 " "
12 : 3 6 •1• p ��. ' �� �� �� ��
r
, . . - .
, ' � �I .
a
Percolation rate = 13 t 5 . ^��nutes per inch.
• , �
. crrT.. #oo527 ,� . .
; . , .
. . PE�tCOLATION TE5T DATA.SHEET ' �
S-P Testing, Inc . ' 9-26-89 11: 25 �:m•
Pcrcol.�tion trst rcadingti r�ade by oR st:�rting a� �. ,
I Jm�l
Tcst holc loc;�tion Cl iflkf Otten,Existing HO��,�numbcr 3 , Datc'holc was prcparcd 9-25-89 ,
18 6 •
Dcpth af holc botron, , inchcs, Dia►nrtcr of hole inctics
Soil clata frc��i�trst holc:
p�•��rh, inchcs Suil tcxture
0 - 12�� I Topsoil ciask b-rown loarr�
12" - 1�" Brown loam
16" - 18" Brown clay loam
Methc�d of�cratchin�sid«val{
Knife � � I
2
• Ucpth of gra�•cl in bo;tom C+f holc inchcs
9-25-89 5 : 30pm 12
Datc an�i hour of initial waler fil!ing ,Depth of initial�vater Clling � inches abovc hole bottom
Meth�d use�l to rn.iintain a�le:ist 12 inches of watcr dc�th in hole for at lex�c 4 hours ;Automatie s iphon
,Maximum watcr cfcpth abovc holc bottom during tcs� 6 inchcs �
• Time Pcrcolation '
"1'imc I inta:fival, Mcasuremcnt, Drop in watcr ratc, }tcmarks
min�utes inches level, inches minutes per I '
� inch
11 :09 pre�ill � 6 �
11 : 25 11: 55 " 1 30 .�0 � 30 min
12 : 02 � 12 : �2 " � " `� " . " "
12 : 3 7 1: 0'� " , " " " "
I , ' .
M � �
I .
' ' �
� , . ,F
Pcrcolation rate = 3�r � minutes per inch. �
, . CER�.110Q627 � ' , ..
. ,
. P�RCOLATION TEST DATA S�?�ET . ' r
� --
, , S—p Testing, Inc. 9-26-89 11 : 26 a.m.
Pcrcolation ,cst readin�,s macic by o� starting at p.m. ,
rd����i
Cliff Otten,Existing House 4 . 9-25-89
Test hole location , , Hole numbcr ,Date hol'e was prcpare�� •
Dcplh c�f ho�e bc�itom .,18 inchcs,Diumeter of hal�• 6 inchcs .
Soil d.Ua frc+m tcst hole:
Dcpth, inchcs � , Soil tcxturc
. ,�
0 — 16" Topsoil dark brown loam
16" — 18" Brown loam '
a �
,
Mcthcxl of u;ratchinb sidcwall Knife
� Depth of grave; in bottom of hole 2 �nches
' 9-25-89 5 : 30pm •12
Datc and hour of initial w�uter fillin,g ,Depth of initial watcr filling inches above hole bottom -- -
� Automatic siphon � ' -
Mcthod used ro maintain at least 12 inches of water dcpth in hole for at least 4 hours
6 '., ,
,Maximum water depth above hole bottom during tes� inches
• Time Pcrcolation '
Time interval, Measurement, Drop in water rnte, Remarks
minutes inches levcl,inchcs minutes per '
� inch
� 11: 09 i pre�ill 6 �
11 : 26 .11:56 j " 2-5/16 � 13 .0 30 min
12 : 01 12 :31 � " 2-1•,[4 13 . 3 " "
12 : 38 1: 08 ". 2-1/4 � 13 .3 " "
�,
� . ,
! .
�
,
, ' �
�
; � , ,�
' . 13 . 2 ,
, Percolat�on rate = minutcs per inch.
' � , �
C�R�'. �006?7 .
, ,
. P�RCC`.:.AT'IO\7,'EST DATA SI-IEET ' . -
. S—P Testing, Inc . 9-26-89 11: 27 �•"'• `
Pcrcolation 'cst rcaclin�c�macic by on staRin�ar E,.m. ,
Cliff Otten, existing house 5 �'�;,," 9-25-89
Tctit holc lo�ation , Nolc numb�r ,U.�tC hole was prcparccl •
18 6 ,
Uc�th of ho!c bo:tom inches, Diameter of hole inches •
Soil clata�rcmt tcst holc:
Uepth, inchcs • Soil tcxturc
,
0 - 10" Topsoil darK brc�wn lcam
10" - 18" Brown clay loam
`
Mcthod of�cr.itching sidcwall Kni f e �
• Ucpth of gravcl in hottort+i of holc 2 inchcs •
� 9-25-89 5 : 30pm � 12 �
Uatc and hc�ur of initial water fillin� ,Depth of initial water fillin,g inches abovc holc bottom -
Mcthod u�rd to maintain at Icast 12 inchcs of watcr dcpth in holc for at lcast 4 hours AutomdtlC S iphOn
,Maximum watcr dcpth abovc holc bottom during tcs� 6 inchcs �
• { 7ime Pcrcolation '
Timc I intcrval, N[cacuremcnt. Drop in water c'atc, Rcmarks
, � minutes i inches levcl, inches minutes per
inch
i .
' 11 : 09 prefill 6 -
11 : 27 11: 57 " 4-3/16 7. 2 30 min
12 : 00 12: 30 " � 4� � 7.5 " "
! 12 : 39 1: 09 � " • 3-15/16 � 7. 6 " "
� � .
� • � ;
r
� i . • .
� I
. � .t
Percolation rate = 7•4 minutes per inch.
C�P•.T. �006?.7 � . .
, ,
. �'ERCOi,ATION TEST DATA SI-iF,ET r
a.m.
Pcrcolationtcstreadingsmadeby S—P Testina. Ine. on. 9-26-89 startingar 11: 28 ,in. � '
�Jwu
Tcstholclrcation Cll�f Otten,Existing hot��S��numlxr 6 ,DatChulewasprcparc�� 9-25-89 •
18 6
Dcpth of hc,!e bottom inchex,Diamcter of hole incfies
Soil da!a fr�,m test hole: .
L�cplh, inchcs , Soil texturc
0 - 18" Topsoil dark brown loam
�
Method of scratching sidcwall Knl f e �
- 2 ' '
• Dcpth of bravel in botrom of holc inches ,
9-25-89 .5 : 30pm , �2
Date and hc�ur of initial vuatcr filling ,Depth of initial water filling � inchcs above hole bottom -
McthoJ uxccl tc>maintain�at lcast 12 inches of watcr dcpth in holc for at Icsixt 4 hourc AutomatiC S lphon •
�.�
� ,Maximum water dcpth above hole bottom durinb tesr 6 inches. �
• Timc , Pcrcolatiun '
Time interval, Meatiurement, Drop in water • i rate, Remarks
minutes inches Icvcl,inches minutes per
. � inch
, 11 : 09 prefill � 6
11 : 28 11: 58 . " 4-7/8 , 6 . 2 30 min
11 : 59 12: 29 � " 4-1�/16 6 .4 " "
12 : 40 1: 10 � " • 4-9/16 6. 6 " "
�
I � .
M �
i
I . .
1 �
,
, • . �
a
' Percolation rate = 6;4 minutes per inch. '
� .
i
-PER�=ORATEO � �
. ...t__� _ ' LATERALS :
:_ _�.,�•�' .,/✓.. __-__ __-`� ' ,• . __'. --,
. - SAN�Y LOAM SC I L_ ' .+.' �- . `w;;, - ��, `r ^ � �� .
/: .r �, //'�j�,, `' �/ ,:'� -
�'/ � �fr'� ��i;
_ / ./,i: ' r� ��_, .
/. _ � %:� i� :.:�i;• . . . .
:
�AYER QF STRAW QR � �
- i ,� y��J l�y�y� ;�.
�� MARSH HAY COvERED � `� �� ` � . �'� . _ _ . _ . . _
', _ , i i��;°'�%' /,
,;:.
� � � � WITH RED ROSIN PAPER � � ' ��� ' T�
. . i� !i ..�`y'�'• � yu/.•'/� � _ y y .
. . • • . • .• ! .:. / / r
.
.,-•;,.,,. /. •'."i�a�i , ,,-
�t �/2 OR� 2" � - .�:'-��= /.�.: %' � ��'%�' � ,/ %
PIPE FR�M �L�MP �� ~': ' � i � i ���%�, _ . '_ _ . .
.,.�., � ,/ _ ;
:•�� i , �, r�
. �1_ / �,' � – .� .
- '�'. / -'' �-' '; .• • '' . �
:"� _ , '� ..i" ii j%� _
3 - � ' , , � _ � �______n �Y ��
- � "' 2 � N , .-.r�•- / �!/ ,,�+1� j _' i
CLE�AN F�OCK ,-: ;��,;''.��� % ,,,, � � DIVERSIdN FQR
�• ��/-��-�,,�� �� � �,� r,o�s= SURFACE YVATER
�
�, TOP S01 L "•' i % � • ' � / ��/ I. SELECT t5 L£�EL A S"TE !S PO�'SIBLE FOR THE MOUNO.
/ � �; =•: ��. ' / / .• ,,� 2 REMOvE EXCE55 vE�TATION.PLOW. OISK OR tbtNG BACKl+OE RA� TEETM.
� V =ti_i/ 3� i� �
�� ROUGMEN TME SURFhCE SO�L 6�NG�ES DfEP. DO Tt1�5 OM.7I �F itg MOtSTU
- �� � //''� � �,�'� CONTENT t5 LE55 TH4N T1�E PIAST�C UMIT(591L�5 PLA57K µ�T� �'��
�....=.'. � � � j J INTO AN ��e INCH wu�E).DO NOT RF1�OvE AN'f �F T�E SIRFACE �O�l. !�OUNU
t. �� ;� , I� � / „' • PER�ORMANCE ON CtAY 501L DEPENOS ON FJ�TREME CAR£ TO PRtlh7�T CCMPACTI�/
�- � r� �' � ANO PUDOLING OF Tr+E CLAY OURING CON5TRUCTION.DO ��UT USE HF}1W O�NSTr�i1C-
:'^� ' � � � � ION EQUIPMENT ANO DO MOi CONSTRUCT hE � �►'�EN T11E CU►Y 50�� IS
�� a.�.��'�'���,•���7�' �,�y,✓� / � �' ,i / J % IN A PLA571C CDNOITtON.
�'�?'�'=�` ������.�� '� " � \_C� � ����1 USE ON�Y TRACK-TYPE EQU�PMETrT FOR CONSTRUCTING TFtE MOUNO 50 /LS NOT
�� � . . `�/� ��� [� :' /� ; . .- !�� 7D CGMPeYCT T�+E OR1GiNAL SOIL.
�'���` o`��.�-���7�� � � �( 4. TN£RE MUST BE AT lEAST 2 FEET OF NATURAL OR FlLL SOIL FIAV�NG A PERCOII�-
., ��'` 71pN RATE NO Sl4`N�ER TFiAN 120 R+�NUTcS PER INCN AND NO fASTER T►wr1 5
` ' `�-�`���'i„��,• • �v:-'`1/'-`' �� � I ���.: - MINUTFS P£R iNCH,BEFZ)RE P1.AClNG T}E LAYER Of CIE�t'1 $ANO. ►t9
/.••. � �" �-, . �'�v y � 2 .t�• f"�..:i': S THE IZ INCH 1117ER OF CLJ�N �AMi IS PART Of THE M�l1ND CONSTFtt1�T10N. SAND
L ° ��� ��� C��w �"` y.- :"--•J 1 • • :..•' ' • ':` .'.:�.�� • IS CANSIDERED Q..Ef,N � IT CAN PASS TME"F'fhilT JAR TEST FOR O�kCRETE SAr�
� (� �7 O p� ��-�..� . � -. . �:i';;,' -,'�,��►.;:�f;":"'.�''•� 6 THE TCP OF TME C1EAN SAN� 11+YfR ANO THE TUP OF T?IE ROdC E�fD MlST BE
��`�� I, ` ���''-' ' � �� �MSTF7UC7FD LEvEL
. ����� �-;•�=�j:,,...:..•_.
n' -' �"'�.'�'i Wi,pr r.. �1�s:•:,. ,-�, �Z-!NCH D(AMETER SPACED 40 1NCH6 ON CENTER
Sq D '• • ._ • - � : �"�c� rl`� ���� . �'�.�_r. •�:...� y Ot5TRi8UT10N PlPES ARE 1/
N r O =` —,_,�i. " '... fW0 COt�NECTED TO A MAN�FOLD IN THE CENTER OF THE ROCK BED. PIP�S HAYE
� �� BRp �AYE �_` ��_ �', f,`.`'I.`' - �ANEW DRILL BIT TO AVOIO BURRS fk510E T1�E PIPE.
_ �o
� � „-.t.;•`,:. /-IR!CH PEFFORATtOHS DRI�LED E�'ERY 36 INCMES ANO POiNTING OOwhwARO.
KEN � - � - �^�?..�'. �w�.�''_8. NINE INCHES OF ROOC ARE PLACFD UNOER THE PERFORATED LATERALS ANO 2
,G�;,7? �NCHES A60VE FOR A TOTAL ROCK OEPTH OF �2 INGHES.
P �~� ��`�9. THE_ROCK IS FIRST COvERED wITH A LAYER OF HAY OR STRAW wHICH 5 THEN
n ' ''`-'.t-•_ �QVtRED WITH A IAYER OF FEO ROSIN PAPER LAPPm 6 iNCH6 Ar 1�+E ��•
. sN H T n -���V,pT LEAST fi MCH6 OF LO'aMY SANO 5►+OULD BE PLACED OvER T►�E 'f D P O F T H E
A f�(��ER R�.�` i70CK BED. - •
�n`'`_� 11, A 6-INCH LAYER OF TOP 501� SHW�D 8E PLACED OVER THE fN71RE d�0UN0 50
�1 r{� THAT A GRA55 COvER CAtr 8E 6TA8USHE0.
��12. CROwN THE SOiI C0�/ER AT lEAST 6 INCH6 IN TNE CENTER OF THE MOUNO
A80vE THE ROQC L4YER 50 THAT HEAW RAIN W�LL RUN OFF•
13. SiOE S�OPES OF Tt+E OIKES St+OuID B6 NO STEEPER Tr+aN 4�1 ON CLAY SOnS
/w0 3�1 ON SANOY SOILS-
f4.-O� £I. YER.OEPFI�DS ON THE AMOs1NL OF-OAIIY
15. MAXIIWUM EFF�UENT pOSE PER PUMP CYCLE SNOUI.D 8E N� MORE THE TABLE
. VAlUES. . .
15. MINIMUM PUMPING RATE IS SNOWN IN TABLE. RIMPING HEAD MUST BE
�pupAE���OME�Eo�ESLE�ATION OtfFERENCE. fRICT10N LO55 PLUS S fEET
, . �w4 • .
L�YER OF GEOTEXTILE LOAMY SAND �/�P
FABR�C . � PERFORATED LATERAL
GRASS COVER � 6 INCH'ES
C�E/1N SAN�J F1LL � , TOPSOIL � ��..
>�:. _� .
M/aXIMUM SLOPE —�-- . . �O o ^} . ,
3TOi
-� � � CLEAN ROCK ?4"
' TOPSOIL PI.OWED OR 3�4 TO 2�/2 INCHES
� DISKED SURFACE % SLOPE
zr � SU6S01� . ' ,�.�
���
CROSS SECTION A - A �
' PIPE FROM
� PUMPING CHAMBER
� :� . . � . 1 � I �
� X . � � n , .
: o •
---; (
�_ri_ � _ �
.� � � � ' '
�PERF�RATED ' ' ; I �� �
• �ATERALS � � � I ' �
�• ' ' � � •
� � �
I , � ; � ii -
, , �
. � , , , . .
� ; ; _
' 8ED AREA I � � �= z :
�. � ' � .
� �----.�� w
� , I J .
, • � � i
�--. I i i � � � :—
\n ' I i W i W i I W� . Q
_ �
— — I � � � V � I — I .
, I = � z i
i I
_20_ _I �O�O � 20
. INCHES I � `�' � a' � INCHES ,_.._
� � � �
. � ' ' ' ( .
- , � ' �
. � �'_ ' _ ' � -
� _ �
- . DiKE _I� �0 FEET_�pIKE—=-
MAX.
� . ' � .
TOTA L W I DTH ,' \
. . . . . , . . , • � `
. , : , , i . . . . I I 1 . .-_
�
PLAN VI EW � �
• . , � . � � . . .
i�{i.� P�i��=U i'`�.�� 1 �E�I �i � ����i=C1 ���1-�� I.�.��1��=.�i-�,l.� _
- . �— Gr�ss c�o�':r
. . __. _ ,�� - .
�. - - , - . -
. ._._. " . -. _ _ . . . . Ta�scil ,� , ` . - _ . . _ .
/� .G'��`�..• . • • '. • . 'C' • � ' • ' • -
. ._ • ' . , , . _ C•' � .. .L• ' .
' :c: . , - . ' - ' . , 'C: •• '
. . . . - � � l�.ayer af �eo�ex�ile F���r�� Cor ia���r
_ ����� : . La�rny Sc�nd 1��y�r �� ;`�. of �ay or s�ra�w cover�� ��rifi� r�d
:��.:.:.:.�.�..:.: . . .�. . .. � . . �.. �:: �. ros i n n c���;r)
.��� - � � ��� � �.� .
�f,;,�.z.'��: ���''_`: - � y.=_�_--� � � � � -...
t. {. �i U G•f•�CZ.G��.'"'_C.` C,•. GTC L-.,..,.
C.0 C•(-� . . L. • ,' C'. , c, G.�C� ��� �.<<�
I�erfor t�d La Era� -� �erforc�fiicn Dril Ee� Horizontally
�����`�`�4 in�o C�� I�ec�r Yo�
«�� :�. �. �.�.<<<<.�. �. << ��- � �. �- �
�<<� �� - �-� ,
G• �. -
�.
C' C: �a�
«3/4�� P�us �<<. At Least 12�� to Edge
��t�Drain �ield {�ockC'��'4•C- • C �'u��'CCY• �C �¢ Rock � La,�r
. .. ,� ' : ..� : . . : :�. . . . . . . .� . � . . . - . . . � �
� . �� �� � � � � � � � Perforations� Located at
�� � � �. Cl�an Sdnd La er �Qttam of l_at�rai � �
.� . Y
�
�riginal Soil Properly Scarified �
�
Before Placing Sand Layer
� � ( .
,.
: .R r ... �--.� .. . .
� . • '
_ -� . - L/�YC�UT- O(= �E�E-G�ATED �IFC i_l�T.EF.�';LS E=Q1�. . . . . � - �
� f'RESSUi�E OIST.Rf(�UTIG,J !�� f_;Cl:f�.0 : , ,
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� i N THE SEPTfC TANK .