HomeMy WebLinkAboutseptic info �� . � SEPTIC SYSTEM INVENTORY
Site Address: 1135 Heritage La PID 10-117-23-13-0021
Owner Name: Barbara Hoffman
OwnerAddress: 1135 Heritage La Wayzata MN 55391-
BuildinqTvpe: residence Installer: Quickway Exc.
Date of Permit: 10/21/93
Svstem Tvpe: pressurized bed BR's Designed for 3
In Musa?: Yes Shoreland?: No
SEPTIC TANKS:
Material: precast concrete Capacitv: 1000, 1000, 1000 Tank Filter:
DRAINFIELD:
Treatment Area: 730 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: Well DF: Report In File: Depth: 172
INSPECTION RECORDS __ _ PUMPOUT RECORDS
Date Notes Date GallonsOfLiquid
! 5/1/2006 OK 12/17/2009 2500 I
8/6/2004 OK , 5/4/2006 2000
7/29/2002 no surfacing ' 11/4/2003 �
', 7/26/2000 no surfacing � II, 7/6/2001 2000
I 4/13/1998 no surfacing ' 10/8/1998 1800 i
' 6/9/1994 no surfacing 9/9/1996 1800
I 2/25/1994 installation __
fo - �u� �a��o�� �
�
.' . �
1 I�S �e-�i�c�_ Lv� ,
�
I
,
,
a
�
T�N- �� 3a�� ,
I
T � � c..�� % 3�'[� z �
�—
T�'1 N- ��o �'-�
�_O ��\�
� ��
0 0 ;,
- _ _ _ ����������'�� CITY of ORONO
� �t� _ ,� ;.
, :�, � ti ;; M��;� otr��
� �� ��.� c,� ii
� Street Address: Mailing Address:
� '
��9$EggOg'�� 2150 Kelley Parkway P.O. Box 66
� ---_� Orono, MN 55356 Crystal Bay, MN 55323-0066
July 26, 2000
Daniel & Barbara Hoffman
1135 HeritaQe Lane
Wayzata, Mn 55391
Dear Mr. & tirs. Hoffman:
An inspection of your septic system was conducted on July 26, 2000. A summary of the inspection
is belo�v.
Se�tic Tank Condition
1. Pumpout not needed at this time.
The septic s�-stem is a compliant system, meaning it meets all 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 fact sheet explaining your septic system and how it functions. Finally, an as-built
drawina is enclosed showing the approximate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
R spect lly,
_ .�',�(.f.��
Chris Pence
On-Site Systems Manager
Enclosures
In the e��ent this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,
be ad�-ised that this report does no guarantee or certify the existing system will continue to function properl�,but
is merel�-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
www.ci.orono.mn.us
�1 � \
7 • � ,
� o \�',,. : . . _ .
�� _ '' �i���O� �����
,;
r .�
,�';:}, ;�*'+ �►r
�',, ��! ,,. ���:` � �l� Municipal Offices
� ;:�;,t,�;
.l " " �t�.�`r� ``�`�,G Street Address: q5a-a�{q—�6o � Mailing Address:
`9�t'Eg'g0�' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: �(3� �«� �c�e-- l ���
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 CONFORMIT'Y (1-3): �
"CODE SYS1'EjV1" An ISTS which meets all the location,design and construction standards of the cutrent Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requirement ot two foot requuement for systems installed 1996 or earlier,and
which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may noi meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7}: 3
Tank inspection indicates:
� Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped �1'�-�1'0� ).
Make sure septic tanks are pumRed throuQh manhole a�d not thi•ouQh white inspection pipes. This allows for the proper
cleaninQ. Keep water softner and iron filter discharee out of septic svstem to prolon�life of drainfield. Ask pumper to test
alarm float to verify alarm is still workinE in vour house. ThE atarm warns owner that septage is about to backup into basement
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D INFIELD CONDITION(8-10): �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet. ,
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
_ COMMENTS: Qc�-��.-c1� .._. �— S<p }-.Z '�'F�lf 5- .. '�pl� (�
�s-�-o� ��
Date of Inspection Matt Bolterman - Septic System Inspector
Note: ln the event that this inspection report is used to satisf'y the requirements for a mortgage or other transfer of property, be advised that this report does
nut �uarantee or certif)� diat an existing system will continue to function properl}�, birt is merely an opinion of the adequac�• of the s�srem undcr cwreni
�unditions bascd on[he availablc inlorniation.
� o�.
o..�:, o
-�=������ CITY of OR4N0
� ��,�'�.�:�� ti
, �
_ `�,� :y;4i�j-'�,��y G`ti biunicipat offices ��- _-
Z��;�;��;;0 �'y " Street Address: Ma1in �
�.'88 g 2150 Kelley Parkway P.O�Box 66��
Orono, MN 55356 Cryatal Bay, MN 55323•006b
95d-�4q-y600
To Current Owner: Address:_ � � 3 S {-�P� � t-�,� .. L�in�
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.
SYSTEMCO�IFORI�IITY (1-3): �
lO "CODE SYSTEM"An ISTS which meets all the locadon,design and construction standazds of the current Orono hfunicipat Code.
2 "CO�IPLIANT SYSTEM" An ISTS which does not meet all the location,desia and construction standards of the current Orono btunicipal
Code but docs mect thc three foot separation tequirement or two foot requircmont for systcrtu irutallcd 1996 or aarlier,and which is not failing or
an immincnt threai to public health or safery.
3 "NON-COi�TPLIANT SYS1'ENi" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,dcsign,or conswction standards of tju current Orono Municipal Codc and which is failing far any reason;and
any ISTS with lcss than thrce fcct of unsatuntcd soil or sand between the distribution device and the limicing soil charactcristia.
TANK CONDITION(�-.7): S
Tank inspection indicaies:
� Pumpout not needed at this time.
6 Septic tanlcs must be pumped out this year (ciry code requires tanks to be pumped out once every 3 years.
Tank was last pumped_ �-6-�� � ).
I�Iake sure septic tanks are aumned throuQh manhole and not throu4h white insaection pipes
This allo�ti�s for the proaer cleaninQ.
7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DR4INFIELD CONDITION -tQ : �
8 Drainfield is dry,no surfacin�evident.
9 Some evidence of surfacing,not critical yet. �
10 Drainfield is saturated and visibly discharging un�eated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
CO\ .�f1�i 1ENTS: a��`;��';el� "`"� tc�r�KS ICc�� UI�
���j,`1-D� " /nG-�t �d'� �`rr'`n�-c�_
Date of lnspe:tion Matt Bolterman— Septic Systcm Inspector
Note: In tt;e evcnt that this inspection rcport is used to satisfy the rcquiremenc�for a mortaage or other transfer of property,be advised thai this report does not guarante:
ar certify�hat an eristina system will continue W function properly,bnt is merely an opinian ofthe adequacy of thc system�ndereurrent conditions based on the availabic
information.
� O�
O .. O
���T�,� � � CITY o� URONO
� ��� �'° "� ti Municipal Offices
� � �
� ��'�����,�il '� r��, Cj�'
�.� '� :`!� �c�`r+.� Street Address: Mailing Address:
`9�fEg�°KOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
owner: Daniel Hoffman Address: 1135 Heritage Ln.
Permit #'s: 5655 Dates: SO/21/93 Contractors: Quickway Exc.
(This is [ ] an existing system [ ] new construction) .
SYSTEM 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.
(Tha saturated soil laval is [ ] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 5
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 The tank or tanks meet the definition of a cesspool and must be replaced within 10 months.
(The tanks ara [ ] or ara not [ ) water tight or the condition is [ ] unknown. If the tanks
are not confirmad to ba watartight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low
COMMENTS:
4/13/98 (,� ;�
Date of Inspection 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 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
ti
���kESH��'�G
(� J ' ,'1S�
Owner• ,1 1"�rl)�I �'���.X.{'1✓�,� 7(J���ddress: '
Permit #'s: Dates: ����'-L� Contractors: ! Yi_/1��L✓�V ��G.
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
7he 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):
� "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and uhich is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING 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 which is tailing for any reason; and any system with less than 3 feet of unsaturated soil or sand
betueen 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): �
� inspection indicates:
5 Pumpout not needed at this time.
Solids acc�mulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accixnulation 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 p�mped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purtipout. If tanks have not been punped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pumped out nou.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
1 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ��
COMMENTS:
— c r.' �
Date of Inspection Se ic System Znspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the prEmises with the system locatien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 5 5323-0066 a � ON—SITE SEWAGE TREATMENT
r$`,� � INSPECTION REPORT
'�t' Gti
��kEsHo4'�
�, .
Owner:�IA��P � Address• ♦
Permit �'s: '�1�� Dates: ���/� ] Contractors: (�//�CK��qV ��.
City ordi.nance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
7he 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 [ 7 new construction)
SYSTEM CONFORMITY 1-3 :
1 "CODE SYS7EM"-A system which meets alL the location, design, and construction standards of the current City
Codes, and uhich is operating satisfactorily by treating and disposing of the entire current sewage input
uithout discharging any pollutants into ground or surface uaters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface uaters.
3 "NON-CONfORM1NG 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 which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic .D�-has or [ ] 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):
T�nl� inspection indicates:
�5-J Pumpout not needed at this time.
3 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be purtiped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
if tanks have not been purnped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
1 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irmiediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FA[LURE (depends on soils,water table,etc.): /���
L
COMMENTS:
Date o Inspection ic System I spector
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 uill continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
informatton.
This report must be kept on the prEmises with the system loc=tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
ti
��9kESH��'�G
{��� . �/ /
Owner: I .GII�) � �I� Address: ��35 TTP�-� �'D,
Permit #' s: Dates: 7 7-{� Contractors: -�/�'.,�Pni�ir� �G.
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.
(7his is [� an existing system [ ] neW construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
� without discharging any pollutants into ground or surface waters.
"CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING 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 which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic [ ] has or [x7, has not been identified at this time. If the limiting soil
characteristic has not been identified, this classitication may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumPed out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped out uithin 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
� lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
�Drainfie[d is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): /n,�,/��,�,-e
i�cai
COMMENTS:
ate 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 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 with the system loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO Date 1,
ADDRESS � Connecte to�'`,,
CODE SEPTIC SYSTEM INVENTORY CARD Munic' al Sewer
Address ���� r7Ff'17'� �E G--�h c Property I.D. -- � - �a �NELL�ATA
�Standard trench ��.... / $ .,�,:, 3 , I
� Mound � o,
System t � Other — � '
YPe Legal Description � � �� � p �
/ � L
Permit No. /��y Oate of permit - - ��= Inst "C , � O
No. Bedrooms� / � arbage .'�, , ,�, f
Building type FE3)DENC E or GPD 3--`i Lau ry ' Dishwa er Disp��� � � = I
a O
SEPTIC�TANKS: Material Capacity ✓ ' �+� ¢ � �
'o
� r'` � � �
Proper outlet and inlet B les Li uid o Rp.t�vel •
tic�b5 Z,-i� ►�'iPC--�IG �`�fr7 .-'���� � m p
Height of ta�k bottom above water tab Dis nc to neares 35uilding � � � m
i 0
DRAINFIELD: Total len of li es um er of lines � Tr njch ' � 2 F'T' ��
N �
Y � �
C
Total treatment� a(sq. t.) 2� eigh of drainfiel ove water table � �
U �
Type of filter ma eria Soil ype ` ' � � �
� E L -
Distance from nea est bl U �} Tile size Perc � min/in o � n •c
d
d � � �
Depth of fill over fiei Dep of rock over tile , under tile � a � "
� _ f0 E c —
p a U �
LOCATION
INSPECTION RECORD PUMPOUT RECORD � SKETCH —'�V �
i �
�r.i± '� �'�w�� i•'""�_ ._
DATE COMPLIANCE DATE GALLONS �
�O-'�--7`� No S�.,CFAiuNt._ eE3S S '�-�L{'-�%�`� �-� ��� 70X 2 �� ,�G!_ ��1
�7o X.z ,�� , ZS�
�-/�'-'�y �Is7 5�,��FAC/.�lG v2 �i' l '87 I S�O K � � Z�I (,
�
-o �
�1 - � r,r> <<:r �.�: _ - n�tu�� �. -��� �'� �
�� 3o t�7 „ ,, �--� „ � 3--t�f 9!
� ���� ��,
;-�0-�`IO �o �r.��y.x� � — — -
/�,� �� i� � � ��� � .
�--��-� n_ - � �'
���1/-,�cr,�o,n.{�.,�^`.r�� �— + .
ib" � ; , ,
i''E�� �7' � � `.
� � - �
�
----- _ _ �
, _.___•
�-���rT/�c;t L-A/l,'c
Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C— CONFORMING S—SUBSTANDARD N — NONCONFORMING 3) North arrow and road
SEPTIC SYSTEM INVENTORY
Site Address: 1135 Heritage La PID 10-117-23-13-0021
Owner Name: Barbara Hoffman
Owner Address: 1135 Heritage La Wayzata MN 55391-
BuildinqTvpe: residence Installer: Quickway Exc.
Date of Permit: 10/21/93
Svstem Tvpe: pressurized bed BR's Designed for 3
In Musa?: Yes Shoreland?: No
SEPTIC TANKS:
Material: precast concrete Capacitv: 1000, 1000, 1000 Tank Filter:
DRAINFIELD:
Treatment Area: 730 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: Well DF: Report In File: Depth: 172
INSPECTION RECORDS PUMPOUT RECORDS
�--------- - - --- - --- - -- -----
Date Notes �I Date GallonsOfLiquid ��
! 5/1/2006 OK 12/17/2009 2500:
8/6/2004 OK � 5/4/2006 2000` II
7/29/2002 no surfacing 11/4/2003 I'�,
7/26/2000 no surfacing � 7/6/2001 2000
4/13/1998 no surfacing 10/8/1998 1800 �,
� �
6/9/1994 no surfacing �, 9/9/1996 1800 �
2/25/1994 installation '
� O� CITY OF ORONO
� SEPTIC SYSTEM APPROVAL
O ., 0
' C ITY of ORONO
�,.
y ,,. ,., ,
� .��,
;,-
' �, ���
(p ���� �' c� MunicipalOt�ces
1i, ��. y��,���!���c,��_�-, c�
� �!,`��}::�;�� �. Post OtFice Box 66
�'L ����<��:�����,�G cry�say,M���ss�z3-oo�
kESH��
LOCATION: 1135 Heritage Lane
OWNER: Dan Hoffman
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S-P Testing �pORT DATE: March 10, 1993
The City of Orono has Approved your on-site system design as of March 15, 1993
(approved-disapproved) (date)
with the following comments: The septic system design has been approved with a
variance granted to allow the drainfield within the required 20 '
setback from property lines . The system will be allowed up to 5 '
from the property lines . Also, at the time the septic system is
installed, the existing well must be abandoned and a new one drilleda
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORONO
By
Stephen clanan, On-site Systems Manager
T'ELEPHONE-473-7357� FAX-473-0510
., .
S�� TESTING� llr C. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
March 10 , 1993
Dan Hoffman
1135 Heritage Lane
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designe� for a Type l , three
bedroom home in ���ordance with the Mi�nesota Pallution Contr_ol
Agency Chapter 7080 an� local ordinances .
A Site Rvaluation was completed for the existing On-Site Sewage
Treatment system for this property. Soil Bor_ inqs in the area
of the system indicate fill soil �pprox. 90" deep over an old
wetland. State & local Code does not allow a system in fill soi1 .
This system is not conforming and will need to be replaced.
The soils on this site are SCS soils mapped - HeB - Heyder sandy
loam. The only area available which is not filled or excavated
is located in the southeast corner of the lot. Mottled soil
(seasonally saturated layer of soil ) was located at 78" & 88" .
The system will consist of a seepage bed & due to no available
space for future expansion, recommend to increase the system to
the maximum available area of 730sq.ft. The minimum area required
is 571sq.ft.
The soils at a depth of 36" have a percolation rate averaging
2 . 4 min/inch .
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
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. Mercury floats are a good method.
The existing tank (s) may be used upon approval by the local Inspector.
The tank (s) location is approximate due to frozen ground and will need
to be verified in the spririg. If the tank (s ) are not solid, they will
need to be abandoned, pumped & filled with soil .
CONT ' D
Dan Hoffman
1135 Heritage Lane
Orono, Henn. Co .
(2)
All neigh�oring wells are located greater than 75 ' away from the
proposed treatment area. The existing well is approx. 40 ' from the
proposed treatment area and will need to be relocated & abandoned.
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 .
With proper installation and maintenance , this system should have
no problem in treating septic effluent effectively.
�Iothing other than gray water, ( laundry, showers ,etc. ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended . Additives must not be used,
they may cause harmful damage to your septic system. Recommend
to pump your tank every year if you nave 1 tank & every 2 years
if you have 2 tanks .
' � �
Steven B. Schirmers
,pS
SBS/ds
i
�
��,
��-, --
_- � I
�,U� J
� 1��-�'t- �� �Lk�/� �Q��'4���-�.F,-- U�=�=- c�=- -Ck�
� 3 'Q�o�os�o �C-R�=�m� �-t-� ('"z.��; .�,��,�e£ �-
� \ r��-« �o�N s-��'�v��� ,
s� � y � � Z"�°` � �` t,� � � �`� C�
X F LLl" � S3 l.f I�L1 3 e''!F..A� B T , ';'F"' r_e . v
\ `�1 R�'�'���Y
: + n. i
' �:�"�:.c.�r� �
�
' /� ,- :� 3_� . .�
I lr.U l.L� i ?�Y �� " . . ... `. �r ..+n«
�i /p�: J �'�� � - .., t '�3
if0� !� . ,, (;:�t� �y'r.�'.i��.�'.> �� �!�����
i /J� / � r � . t.�Vt � y `�r :�Lf v �'��:� r�
. ,
�', ; z � +��.t.91 t'
� / 1S'C� ac.� ,�,� � F° ' =' � ,4E l�.ntf.5h�1� �r j.. -
c /^�I��F� L \ r� � � 3t� . Y Lu {;r? fi 7r ii �7_, GuCi: �M•� J�' ' ��� �r��/�F', �OClC=
/ L .,.rern � lCfu. .v4� �F c j r.. Ji i� `
p • .i ;p cLl � I�f� r'+ 4r
o' r �.� ��,5 \ ��._.� r : .., � �_%�i\� �,�_i _�F.; ..,`. ! ti- `4 , . 'M' fLy;r;: .1. AQOVE �i1ZOl1lJD
,/�.p��� � `' f
/G'
F� � \ Y�BI�., ' ! ! .ly� � 1
EL-lpo.ot�
t x�ST��!�, � ! O� '�'�
S`�S�C'F�h� \ �ti ' �� ,f- �
�_,� 7 � ,� �
/ s7.3 j ExsIST�Nb "F�OPvs�E'P _ �- yJ,
`°�tinA-r�ou a� ���� � 6Pe.�co�otion Tests Scole� y
P�o�os-� j,� � XSoil Borings
f _�' rC���-s '`� � � �B� Mork
1 +g � "�" FJote= This system is to be constructed to meet
� 1 �8s.3 ' �
Ir--�i--��� .-13� . �� %3� f�ai57�N;� �• �
-���.` 1,__,�_ iy - � . a, W�,� the Mmnesofa Poltu.�on Con,rd Ayency
� `�, N�mP»L, ����T,N,,��,� 3�,, ` A�°'�'�'�� Chapter 7080 & �Local Ordinanc
�i C-1-F�rn Q E yz _/ T,���J K t�� 3 r
�L`4-" g'
� - )'-15 '_ `�`r � 8 �' l� .
�` Yy.L q 'i 1
, � I Check all underground utilities
_�_ \� `q�a' � 9c.a
C9—-- ----- �. ,' . `J�1� $" �' 'I, 94J � '
\ - � ` '���{�_-,,T-A�7 I
F���s�=��. ���' 9`o�� �3`� o PftCPERTY OF:� 1�t-1 l�O"�1`�I ��_
c�«su�� �\ �a ,, ��3 4, �
'�s.,s ` , �.1 3 S �}��1 'C�Al>>� L� .
�9�h. �
�d�Src� � ��c'��10 1��)�--1. �T�1-.I�.l • C O•
• ' �C���w,�--�-r � .
�T��� S�� TC�3 �j'�
, . Oevgned By:
Date��/�ff}� PH.6t2-497-3566
.
-- - �
. � -p� _ � � -
_ 55 � 5�
i 53 l,�a, v'�, p•�5�. � �. �
. �' Low -q 7, � �1� r'" � }�� . �!`d�� ��7'l�-� . -
- 5a,•- �
6 , �
� � - ya'_ ��c.u. r�A�a�to�o
`�� C6 -3 i�- it
� � --�- ;�
SET- BACKS �� � ^ a �
� _ ,q'- -�-►`�'` � S
HOUSE � System must be� ti � ���
� PL 1�1---� v���l
Tank �Q from property lines
" � 2� from wells �
c,c�JkL�- v�`� - 'uu11 �..;,� fromTelagment area =�from lakes , �� w�s�s �
Treatment area � from property lines �°`�`-� ��£v��
S o�- 5'��o,r, �-�—
M�uNo�ES r�1nx L'' �from welis
� CiqcKFr�. ��from bldgs. �
�- - L� from trees ote�Power supply and switches must be in a weather SOIL BORING ELEVATIONS
, � i r - � proof endosure outside pumping chamber.
�xnin. -- --- - --- - _ , �q,y -rc� q�6.c u
„ � ' TH. I EL.-9��
-a=p'Pe'_
• INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
FLOW Estimated Sewage Flows in Gallons per day
A. Estimated y�J gpd (gPd>
measured x 1.5= gpd um r
�/ SEPTIC TANK VOLUME of Type I Type II Type IlI Typc
B. =. - /D D ;'� gallons Bedrooms IV
2 300 225 180
SOILS(Site evaluation data) 3 450 300 218 0�
C. Depth to restricting layer= 7 7 � feet 5 7p 450 294 �';��
D. Maximum depth of system C-3 ft= � ,O � fect 6 900 525 332 �i��'
E. Percolation rate a ��-1 MPI 7 1050 600 370 I�
F. Soil Sizing Factor .1�7 sq ft/gpd(See table 3) L—�5 �'''��n/� � g 1200 675 408 �oi,,,,�
TRENCH BOTTOM AREA
Scptic Tank Capacities,in gallons
H. For trenches with 6 inches of rock below the pipe:
A x F= x = ft of bottom area Number of Minimum Liquid Liquid capacity with
� Bedrooms Capacity garbage disposal
I. For trenches with 12 inches of rock below the pipe:
AxFx0.8= x x0.8= sqftofbottomarea 23or4s ioso�o isouo
J. For trenches with 18 inches of rock below the pipe: a o�6 isoo zzso
A x F x 0.66= x x 0.66= sq ft of bottom area �.8 or 9 200o s000
o��9
K. For trenches with 24 inches of rock below the pipe:
AxFx0.6= x x0.6= sqftofbottomarea
BED BOTTOM AREA
L. For see age beds with 6 or 12 inches of rock below the pipe;
73o ss�. .
A x F=fi�x u.a U x l.�=S'7 I sq ft of bottom area, , Soil Charactcristics and Rc uircd Arcrs
� �+vA,����+a'�L� q
for Scwagc 1Ycatmenl
ROCK VOLUME IN CU FT,s
F'crcolacim Ratc in Squaic Gallons
M. Rock depth below distribution pipe plus 0�foot times bottom area: �,�����,�n soa T�x��� r��t per day per
(A'll'I) Ballon per sqwre f«x
M =Rock depth(ft)+6 inches x Area (H,1,j,L or K) d,
(� ft+0 a ft)x�_��cu ft Faster tlun 0.1• Coarse Sand ----- -----
ROCK VOLUME IN CU YDS o.i ws Sand o.s3 �.zo
o.i w s r-��:��a�� �. 0.60
N. Volume in cu ft divided by 27 6�a�s SandZLoam .27 0.�9
M+27=cu ds� +27= Scu ds 16`°3° �"" . � o.�°
}� �1 � }� 31 to 45 Silc Loam 2.00 0.50
ROCK WEIGHT 46��o c��y�m z.zo o.as
Slower lhan 60••w Clay -.-- -----
O. Cubic yards times 1.4=tons
N x 1.4= tons�x 1.4= y 9 tons
DISTRIBUTION
(Che k one based on slope) ���s'-'`�����' ••• T
f•J'•f•f•f•r•l•l•t•t•:�r�l•l
�Bed (less than 6%slope) ������������������ � � ~�
f•t•t•r•f•J•r•t•t�f�:�l�l•r 2 inch Covcr
ti.ti.•.•5�•t•1•'. ti.•,.•,.•,.
. l•t•f•l•t•f•l•l•f���f•f�1�f
Trenches .•�r�f�f�:•��� .;f;:�•f'f i
—Drop boxes(any slope) f�f''''�� '��f:f'' � ��
ti.,.•ti.•.
r•r•r•r• ''r�t•J'�f -�inch Pipc
-- Distribution box(]evel to slightly slopi�lg) ~'�''`'~ ' �
l t t t l�l•t�:
TRENCH LENGTH l�l�r~l�t• tir:r: �l�f
t�t•l�J�l�:•r•r•r•.��:�.•�:•�l
P. Select trench width= — ft f'f~r�f�f~f,'l�f~f'f�f�f�f�f ��
ti,•�,ti,ti•ti•'�••�,ti,ti•ti••�,•�,ti,•
Q. Divide bottom area by trench ti idth: (H, I,J,or K)T P= f•f•f•f•f�f�f�f'f�`�f"�f�f 1 a
, ti.ti.ti.ti.ti•ti.•.••..•.••..•.••..•.••
r't•r•r•r•r•f•r•r•r•r•. r•f 6-24inch
lineal feet ti.~.�.•.•�•�•~•~.~•-..-.••..~.•
f•f•r•r•:•r•r•r•f•:•r•:•f•r•
ti'ti'ti'�•ti'ti'ti'�'ti'ti''•'ti'" Rock l3clow the Pi
- linealfcet l'f''•f.f.:.f.:.f.:.:.:.;.f. �
___.}___..__ �•1'�'�'1'�'t'�'t'�';:••'•••• �L
: f l•f :•f f.: : : : .•r�:
LAWN AREA ��� �� ~��� �����t������������
l•f•t•f•l•l•f•l•1'•f•f•f•f•;•
ti,ti,.�.ti.ti.ti.ti.ti•.�,.�,.�,.�,.�,.
R. Select trench spacing,center to cen ter= fcet f'�'f'f'f'f'f'f'f'''f'f'f'f
S. Multiply krench spacin�by lineal feet R x Q= sq ft of lawn area
�_x��=��sqft
LAYOIJT(Use other side)
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.
Pi1MP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution END PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �-c.o..co�..
water use rate. rop�,,, �
2. Maximum svggested for delivery to a drop box of a home system is 2,700 ' --
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. -. �,,,,,.s„�,� ��arH o�c«�.r�;,. Foa�<<a}�-
Y ytr -:kr.l�layer ol My a uron cwr�d
u _ :��with red rotin poper)
� S�i,- - � 3 1 1 -l`-� •~�-�o o�a PMlo�otioo Drllled Horiiontolly
Pressure Distribution /% 5a.' _ �J ,� ._ �y �•. • • • • • ���o G p Nco� Top
3. a. Select number of rforated laterals .� `i a' _ + i'�:%�. ,`, a ��af� �z•�o Edpt
� - I D � = I I '��a1n Fl�ld RocN•• ,.�- • of Rock lnycr
b. Select perforation spacing= L-1 ft. ' � _ � .._ � _ � Pntwotivns Low�rd ol
c. Subtract 2 ft.from the rock layer length. = � - qwn$ond Loy�r Bonom o! Laivol
� �
�� ��, -2ft.= - ft. Ir1 : y � =5 .
Orlpina Soll Propaly Scailled
Bdon Plockp Sond Loyer
d. Determine the number of spaces between perforations. v,,5`�
Length perf.Sp8CiT1g= --- f t.+ f t.= SpaCeS TAIILE OF PERFORATION DISCHARGES IN GPM
e. -- spaces+ 1 = - perforations/lateral
' f. Multiply perforadons per lateral by number oE laterals to Head Perforation diameter(inches)
get total number of perforations. �� ,�
�� x 6 t�,i=�perforations. p �
1.Oa OS6 0.74
g' � X a�vn+-�gPm• z.�ob o.so i.o�a
2S 0.89 1.17
SELECTED PUMP CAPACITY�� m 3.0 0.98 1.28
gP a.o �aa �.a�
5.0 1.26 1.65
B.Determine head requirements:
1. ` ElevaHon difference between um and int of dischar e. aUse l.0 foot of head for residenrial systems.
p p � g bUse 2A feet of head for other establishments
� 2. 1 feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
�_feet
3. Friction loss ; P'�L�"g�' �
a. Enter fricdon loss table with gpm and pipe diameter. Poinc of D;scharge
Read friction loss in feet per 100 feet from table. 9`�
F.L._ � , n ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge pump �' c�
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times p�length= 1.5 inch 2.0 inch 3.0 inch
1 y � x 1.25 = I � ) feet gpm Frictian loss per 100 ft of pipe
c. Calculate total fricdon loss by multiplying l0 0.69 020
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total fricdon loss= 3, C� x I 4� 1 +.100=_�_feet 14 1.28 0.38
4. Total head required is the sum of elevation difference, ig 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
25 3.73 .. 1.11 0.16
oZ ) +�_+ S� 30 5.23 1.55 0.23
35 7.90 2.06 0.30
(1) (2) (3c) _40_ 11. 7 .64,_,__ 039
' 45 14.73 3.28 0.48
TOTAL HEAD �.L_feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
C. Pump selection
-�. A pump must be selected to deliver at least�gpm (Step A)
with at least�_feet of total head (Step B).
.
I,-1 3
. CrRTII'IC�1TIniJ ;t ��6Z7 1.��� :, o£ Soil 13orinc�5
�Loca�ion or Project Dan Hoffman 1135 Heritage Lane, Orono
Borings made by S-P Testinq, Inc . Steve Schirmers Date 3-8-93
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIancl X , or Power , Flight , or Bucket X
Depth , IIoring number 1 Depth, Boring number 2
in in
feet Surface elevation 98 • 7 feet Surface elevation 99. 4
FROST 16" FROST 18"
� - Topsoi dark brown �oam � Topsoil dark brown sandy
0 - 6"
0 - 8" loam
1 _ Brown loamy sand 1 _
6" - 1 ' 4" Brown loamy sand
2 - 2 -
Brown medium sand 8�� 2-1�2 �
3 - 3 -
1' 4" - 4 '
4 - 4 -
Brown medium sand
Brown medium sand
w/traces of loamy
5 sand 1" thick S -
6 - 6 -
4 ' - 6-1/2 ' -MOTTLED 6 1/ '
Rusty olive brown sandy
6-1/2 ' - 7 ' loam
� � 2-1/2 ' - 7 ' 4"-MOTTLED
Rusty olive brown loam 7 ' 4"I
7 ' 4" - 8 '
8 - 8 - �
I
End of boring at � � feet. End of boring at 8 � feet.
Standing water table: Standing water table :
present at feet of depth , present at feet of depth,
hours after boring . hcurs after boring .
Not present in hole X Not present in hole }{
Mottled soil : Mottled soil :
Observed at 6-1�2 �feet of depth. Observed at �� 4�� feet of depth.
Not present in hole PZot present in hole
Comments : Comments :
L-13
, C�RTIE'IC�ITIOIJ ;k U�627 l.,o�. :� of _Soi 1_ Rorinc�s
�Location or Project Dan Hoffman, 1135 Heritage Lane, Orono
Borings made by S-P Testinq, Inc . Steve Schirmers Date 3-8-93
Classifiction System: 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
in in
feet Surface elevation 9y . 3 feet Surface elevation
FROST 24"
� Topsoil dark brown sandy �
0 - 6" loam
1 - 1 -
Brown loamy sand
2 - 2 -
3 - 6�� _ 3 � 3 -
4 - 4 -
Brown medium sand
5 - 5 -
6 - 6 -
7 - 3 � � � 7 -
!
8 - 8 - `
�
End of boring at 7 ' 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 . hcurs after boring .
Not presPnt in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at feet of depth. Observed at feet of depth.
Not present in hole X PZot present in hole
Comments : Comments :
' CERT. #00627
. PERCOLATION TEST DATA SHEET
a.m.
Percolation test readings made by S—P Te s t i ng, I nc. on 3—�—�3 starting at 9 = 3 9 .m.
rm�e�
1135 Heritage Lane 1 3-8-93
Test hole location , Hole number , Date hole was prepared
Depth of hole bottom 3 6 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 6" Topsoil dark brown loam
6" - 16" Brown loamy sand
- B
Method of scratching sidewall Knif e
2
Depth of gravel in bottom of hole inches
3--R--93 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours N�t n _ .d Pd due to
sandy soi 1 s , Maximum water depth above hole bottom during test 8 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
. 9 : 39 9 : 46 12 � 12 . 6 7 min
9 : 47 9 : 52 8 4-1/2 l. l 5 "
9 : 54 9 : 59 " 4-5/16 1. 2 " "
10 : 00 10 : 05 " 4-3/16 1. 2 " "
10 :08 10 : 13 " 4-1/4 1. 2 " "
10 : 14 10 : 19 " 4-1/4 1. 2 " "
Percolation rate = 1 ' 2 minutes per inch.
, CERT. #00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 3-8-93 9 : 51 a�����
Percolation test readinos made by on starting at p.n,.
rdnre/
1135 Heritage Lane 2 3-8-93
Test hole location , Hole number , Date hole was prepare�i
Depth of hole botrom 3 6 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 8" Topsoil dark brown sandy loam
8" - 30" Brown loamy sand
30"- 36" Brown medium sand
Method of scratching sidewall Knif e
2
Depth of gravel in bottom of hole inches
Date and hour of initial water filling 3—8—9 3 Depth of initial water filling 12 inches above hole bottom
Method used to maintain at least l2 inches of water depth in hole for at least 4 hours
, Maximum water depth above hole bottom during test inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarhs
minutes inches level, inches minutes per
inch
• 9W511 9 : 58 12 12 . 6 7 min
10 : 01 10 : 06 8 3-5/16 1 .5 5 "
10 : 07 10 : 12 " 3-1/8 1. 6 " "
10 : 15 10 : 20 " 3-1/16 1. 6 " "
10 : 21 10 : 26 " 3 1. 7 " "
10 : 27 10 : 32 " 3 1. 7 " "
Percolation rate = 1- 7 minutes per inch.
• CERT. �00627
PERCOLATION TEST DATA SHEET
a.m.
Percolationtestreadingsmadeby �—p TP�t-in�, Tn�. on 3-9-93 startin�ac 9 : 36 p.m.
rd�,��i `
Test hole location 1135 Heritage Lane . Hole number 3 , Date hole�as prepared 3-8-9 3
Depth of hole bottom 3 6 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 6" Topsoil dark brown sandy loam
6" - 36" Brown loamy sand
Method of scratching sidewall Kni f e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 3—8—9 3 1�����mnitial water filling 12 inches above hole bottom
Method used to maintain at least l2 inches of water depth in hole for at least 4 hours Automat ie s iphon
, 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
� 9 : 25 prefill 6
9 :36 9 :51 " 3-3/4 4.0 15 min
9 : 53 10 : 08 " 3-5/8 4. 1 " "
10 : 10 10 : 25 " 3-9/16 4. 2 " "
10 : 27 10 : 42 " 3-9/16 4. 2 " "
10 : 43 10 : 58 " 3-9/16 4. 2 " "
Percolation rate = 4 • 2 minutes per inch.
;�1�'_.�i��:ti'�s.�_, ptsT\`��'LaTlvi-�
DtS�RtBt�TfON
BOX �
-. ���,
�
�,:';. ��
i. ',;��,
Y�
'�''�� � �.--�--
r`���,�, \ 1� {(J'/����1�;;�tSJ�'�}'� ,�� ,_t`:�\�� :� \
�
��' `��-�, . ; � ( Y� ��.� 1�� �/ � 1� �
�y��,`V,.�\.t: ' y ., ; � \.`,��y � ,. \
� `��`�- , � �- �L I � �, �9 ;��'/ ~��� ��
� � ���'� r:: � i �� � � 1�,���� y�� :
` � ' � � ,)I ��,r�" ,7( �T ,,� �
��t��,�.� -:=- � ; ` , � �� � 'i ;►,��� �/`�. ,� � i
�.L l `\�y� -"r - �--—Y -- � I�' I � ( ! ' (•�r/ ����~� • \\ �
�r �� �� `;�—.-_ �`,, . ' `' r f ` ' �'�f�'��`� '����`� .
� � l �--�� I ) � f r r� Sf� �/.�1�L�\\
'� . '-`�` � � .� //i �-t�'`� • �.
>��,-�-- � / y ,� .
� y �,,.-.� —�\�-_-_--S_-��—_�_� ; ��� � � � i k:-. F�/�`;t�.�� ��c�
` ��C Rl �� --.�� � � � !/) f'.�,,.f � � �, � .`� �-
`\n��� ��� \��_��-�-=1 ��� � / I �/�`�~� h \ � . 1- `Y'i
`1 ��r t__�I �, .�,� ^�`�-1_`.
�"'�t �s� �_ ��,/ �\.F`
� �� _ ,..� , ..L
` �- 1`�, �� --- ��-� � 1 � � -�'`'�
� _ ` �
\l\,i -��...�� -'�•r`_= --h�--� 1 f�,�;`R\\
�� r .�� �� __ ,,� � l , y .��, ����;-_----��'-
. . . .
�
-,.� i --- --�� � ( � � �-,_,s,�:-�:V��...,-
��fi;� �`��� `�_" �— ', �r��`�`�� s ' � �� '� /l,f�
, � S ;� ��`���� �- �-- � �� f ,<<<� , �i ��;��r�
�l `� ► �� �~ 1 , ` � �' ► I " � ` � I
, �4 �, � ��� � _�--- � �, � � � � �1 ��� . ;
1 �� '
� � �� , � � 1
_----
� 3" TO 4" LAYER OF �__.. �� !�� _ � 6��-12'� BACKFILL
HAY OR STRAW --�',�-------_ - � -_=-�--- � � A80VE ROCK
COvEREO WITH RED ��--��=�`�=�1��—�— �_� �
� �_� s}.����,__ � ..,h,
ROSIN PAPER � �:�" `'`�X� `s� '� _
T J
AT LEAST 2" 30" 60" ��w �� 60" 30" 6"—!2"
OF ROCK ABOVE PIPE " �—�
�`� CLEAN ROCK 3/4"
�� TO 2 I/2" DIA. �\
d
N
SEEPAGE BED �
. � -
. , �.
IOAMY SAND CAP
PERFORATED LAYER OF GEOTE7(T1�E
PERFORATED LATERAI.
LATERALS fABRIG
•�t��:—•__...--
..�._ .,. .y.. ........_ •-_. 6 INCr+ES
�. - • • _.... GRA55 COvER 70PSOIL
SANDY �onr� Soi� `- �M..""' '.:':�.•�:�•
, � ,��Y� `''� �LEAN SAND FILI �.
, '
..,. •_� ./ � :;�;I:� P
.'� ��' /- .••.., NAXIMUM SLO E—�
'.. .i � ':'. 3 TO �
IAYER OF GEOTEXTIL ' �'� �' , CIEAN RocK a'
FABRIC OR 4 INCHES OF ' ` � ' `�y.,, y� ,� �� T���� F�OWEO oR '�. t0 2 iz INCHES •,, s�oP
� •' OtSKED SURFACE
HAY COVEREO BY � / i �
BUILDING PAPER � ?'�,•' ,��/ / X � Sueso��
i ' '�' / j��f i �' ;� CROSS SECTION A-A
I / OR 2' .�:• ' � �
PIPE �ROM PUMP� •`;� � �� i;/ � ;
/:, i� /, � �
��� t � PiPE FROM
� � PUMPING CHAMBER
.
3�•_ 21� � '� �. / /
CL�AN i�OCK � '�� .,,�•' ,,� .`Y� � �IVERSION FOR ` � �
.,, :'' � ,/t� � l� ,/� SURFACE WATER _ w � , � ; � ; ;;-�
6' 70PSOit� ��r• ,� / f�' � -_ o -
'S " ��('� '�jf j� �r'_ —� -
���h��.;�.�_ �t �J� � �/. A, _ F R I . I � —
,���, . �.j� �/.•� / � ` f PER O � I
/ ry�A� i LATERALS � I
-' � - _�'t , � ._ r r � Y'� I
:�, . '�s `� 2� •:l'�� _
�. S ope _ )t �� ' ;,: , -,�;, - ' i' . ,
S �EqN . / _ •a:,��';:,ti::''� I ' _
Qr�D F� `�S - 36^ ��:�''����� eEo ARE4 � ; � G -
ll oD�`t����...j, ,�'�^-:'.i�:�; ' -- � I .
BRpk AYER ;�'`'`� - � �-- , - � � - I
EN UP � .'"�� .. :�,`��� _ I i W p
B RATU l . . � ' a " i ' i � m
R _ '
a� F �AY f� . _ - - z z ; � - � .
� � o � o ; I ---
_ 1 ES I�Q#� � INCH .-
. LAYOU7 OF PERFORATEO PIPE LATERALS FOR - � ; t I
PRESSURE DISTRIBUTION IN MOUND - � '
��-'-� - -� I
OiKE --�=0 FEET--+---piKE -
Ma x.
�PERfORATEO P�ASTIC PIPE TOTAL. WIDTH
C►N� � .
�PERFORQTtONS SPACED 36' oRpf�ON SPa I I •I i � `
END SIIECE�N�TY ReEP�`fO;=T�ON l \ � �Rf PLAN VIEW
VIEW oR y� /6� , _�
� 2�MANIFO�D END PERFORATION OF A PERFORATED LATERA�
�=�� PIPE �
' ' Gtm� Cova
��PERFORATIONS ON BOTTOM OF 'i �
PLASTIC PIPE N Topwu
qo•� if�''� `\r\ . / ' � � �
�'/ � _ -.-� • l.sa Sond ln w '�^��o°f Gwinlll� FoErk fw far•
�� °�(ALTERNaTE LOCATIpN � r ��w��n re��od^�1����Mea
, /�%C'G� OF VIPE iROM PUM1') P�rtw Ian O�d1eJ Horlionially
/ y��{{ .�IMo C p ►Mc� Top
r�c
;'/i PW� M L�mi 12'lo Eap•
END CAP 9�y � Ra� on FINd RxM ol RotM Lay�i
, � �arE \�, , _ -PNlaailons towt�d o�
/ RA1E0 2 P�PE FROM � c�.on saiw lar.r ec��«n a� �ai.,a�
��� pERF� PUMPING CHAMBER
LfN�1 N � 8�fa��Plouna So�iidr�Le�ItNd
�
. . F—K
REOWOOD, CEO OR
WATER TIGHT f3� LOCKABLE ELECTRIC BOX--� TREATEO POST�4 x 4 min) '
PLUGS OR ELECTRIC CONNECTIONS— �-NSI EL BOX IC CONNECTIONS MADE
2" PVC CONDU{T SCHEDULE 80 -�-
MANHOIE COVER CHA!t;�� 8� LOCKED� 6�SP�CE LOOP OF POWER CORD FOR
SETTLEMENT
SEALED MANHOLE RINGS-- FINAL GRADE
� . �
`"� AT LEAST 12' '' '�
UNION
� BE�OW GRADE
i WIRE FROM POWER SUPPLY
-- ' PIPE IS IAID ON A UNIFORM S�OPE FROM
/;� . FOa PROPER ORAINBACK IL TREATMENT MEA
SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION, TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITH ANCHOR--�
ALARM FLOAT ON SEPARATE — �✓EEP HOLE
EIECTRICAI CIRCUIT—
NOTES� EIECTRICAL WIRE FROM POWER SUPPLY
_STAR_T_I�EV��__;�� _ _ MUST NOT RUN OVER ANY TANKS BUT
MUST 8E LAID BESIOE 0T11ER TANKS
3 -1 �� AND MUST BE PL�CED IN CONDUIT
ALONG POST
SHUT-OFF LEVEILQ_ __ __ _ EIECTRICAL CORDS FROM PUMP AND
FLOATS MUS7 BE RUN THROUGH
PUMP CON7ROL FLOl1T- CONDUIT WIRFS CANNOT HAVE GROUND
CONTACT.
0��
.
F�su��F-x
.
METAL
COVER
�_ _� � _�_ -� . �.Q �, �
,� j a'� , � '. �' � � -
I� -y-,-
;
i ,�:: c: , �.�
i > : i
� r �
A
/ �Yr y �
,14•:T__�_:1-`.��
_ - � �
CONCRETE ,��
MANHOLE f'
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
VERTICAL SIDEWALL SEPTIC TANK
/-FINISHED GRADE
- AT LEAST 6"TO 12" SOIL AT LEAS7
4" DIA. COVER 4� DIA. �
�" • AT LEA�T I" -
MIN -AT LEAST I"
� — , � .�, _ --
. -- ' A
_-� ( � A DIMEN510N5 FOR TANKS WITN VERTICAL_SIDES
WIDTH. W 24" MINIMUM _.
' IENGTN, L 2 TO 3. TIMES THE _WIDTH ____
B DIAMETER 60" MINIMUM _ _ _
, � DEPTH, D 30�_MINIMUM; T8�MAXIMUM ____ C �
--A 0.2 0 -
- � AT LEAST g 6'_MINIMUM• 0.2 D MAXIMUM _ 6" - -
3•• �- -�--
c � 04 0
- - -AT LEAST 4 FEET- -- ---�' -�
r+u,F s: '
1. SM+i1N1V1ECS�iIFnST�INC��ESINDu�uFiftt �. AWu101EWVERSS�ULlOELOCAIE0W�111N���NG�E3.
�. 111Ct1F.S�IN L UC O�IC Of11AO11F MNY IOLCS.M lfASi K 11�AVWIIUIE�S MATI Mi&%NGIE9OF 111C$UfYM:E
nlMf.11SKNI MIU l(1CA1 FI)WI I I IW 6 F EE 1 Of Kl i/v�K 6. �r�N����IMrCE D[1w/EEN FNU Of IHI�(`If'f./wU
wnLl3.
�. /WM�SI'lCilONf'Y'FOFAILE/151�W(:1�[9n1MY:lE17 HEAl1ESTPONI(7101JfLE91ALL1iEHUlCSS1ilANiWC1�kS
onnMnmatEs�wir�iocn�Eoovenoon�u�aaEr onr«�r.a��nw+,tr+arts
MlQOUIILILKVICLS.iNECEl�IEI7lMCOflIftlV'kCl►JN 6 F01111ptlZUNIA�CVl11fN1iCN.1M11cS01M[17TKX1AISO.t50
r�r�cssiuulo[���ts�v.��StiiCc[NiLn�iNErKiHE ANnD��NS�ONCISOJSn.
DNflEO�'CNWGSqISMl�IN1Y10E5 Al1UlU)W5l'ECIION
I'Y`C�KI RF IOCAItU Ei!IVIf(N T11F.�llEi Ni�[Xillll
pN f LES —
:
� PENCiI
� MAFiKS .a
�
6 �
� 2�� ti
�y/ MANH E � i, �r
� .
INLET ` SCUM �• ' � OUTLET
.� .'._ _ _ :Y�` �t
� : •;r-�;OUTLET I.EVEL .J}'.,s.,,� I ;'�' Y
%. . '_�.�_'� � • r� .� �:
_.__ SCUM CLEAFt SPACE-= �I-j, '� CLEAN OUT TANFc VVNEN�
. _ —. — _.. ��aie• — 74 I S 3' OR LESS OR
,: --
_ - -'— — �� 8 "8"IS 12'OR LESS
:� _ -- = - -_ - 1
� _ t:
.. �. r.
. . . . ;. ��
''�; :;:�•:•.�.�:' �•: � . - • .� ..;; BLACK COIAR
ilr •.�;::;.::::.; : • , DISTINGUISHES SLUDGE
SLUDGE " LAY� FROM LIOUID
�� �?%�:,:``.:�,'`i.•' ._ . . __ 'i
. ., i�:,.
.v�. � .y.E... - .W..,
MEASURE SCUM AND SLUDGE ACCUMUL.ATIONS
I N THE SEPTIC TANK