HomeMy WebLinkAboutseptic info including old septic design SEPTIC SYSTEM INVENTOR Y
Address: 1600 Long Lake Blvd. PID: 26-118-23 33 OOU3
Building Type residence #BRs/GPD: 3 #Systems 2 Units Billed 1
Permit#: 301 Date of Permit: 1/1/63 Installer: Cliff Fadden& Sons
System Type standard trench Experimental: no Appliances lndry
SYSTEM CONDITION
Conformity: 3 Tank Condition: 9 DF condition: 11 Failure Pot: medium
SEPTIC TANKS
Material: concrete block Capacity:
Setback to Bldg: 18 Cesspool: unknown
DRAINFIELD
Length of Lines #Lines: Trench Width:
Treatment Area: Type of Filter Soil Boring: yes
Tile Size: Under Tile Perc Rate:
Setback DF-Bldg: DF Ht above Wt: 0.5
Soil Type: Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File yes
Pump Type: subm. Depth: 112 Diameter: 4 Method: drilled
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
8/11/82 note 2 systems,no surfacing 2 7/6/80 300
8/15/86 no surfacing 2 9/1/88 1050
5/11/88 located trench on North system,no surfaci 2 5/22/92 1300
8/24/88 no surfacing 2 8/25/92 1000
6/21/90 DF surfacing on South system only 2-4 5/12/93 1500
9/26/91 plbg. change,l bath only to South system 5/2/94 1200
10/6/92 slight surfacing,South system 2
6/30/94 non-conforming,both-South system failin 3
8/28/98 connect to sewer by 12/31/98 3
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CITY of ORONO
� °��`�' �v
� ``` !4 Municipal Offices
�� G~ Street Address: Mailin Address:
l9 g,�, g
jfEggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: �� (a�0,� Address: 1600 Long Lake Blvd.
Permit #'s: 301 Dates: 1/1/63 Contractors: Cliff Fadden & Sons
(This is �] an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
� Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level is [�j 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) : 9
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
� Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is [�] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
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. ) : medium
COMMENTS: The septic system is non-compliant, but does not appear to pose an imminent threat to
public health or safety. The residence must be connected to municipal sewer by the end of this
construction season (usually by 12/31/98) .
�—���� �
Date of Inspection ic System n pec r
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 SEWA(;E TREATl�1T
r�`,, � IN3PECTION REPORT
'�� G~
9kESHa�'�
Owner• � �1�i�J Address• rC�/ .
Permit �'s: ��� Dates: 19h� Contractora: C�/l� �l��r
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is l�.an existing system [ ] new construction>
SYSTEM CONFORMITY C1-3):
1 "CODE SYSTEM'�-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactority by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system ►rhich does not meet all the location, design, and construction standards of the
current City Codes, but was instetled according to the code in effect at the time of installation, and which
is operating setisfactorily by treating and disposing of the entire current sewage input without discherging
any pollutants into grand or surface waters.
3 "NON-CONFORMING STSTEM"-A prohibited system; a system located within a designated 100-year floodplain; eny
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failin�for any reason; and anv svstem with less than 3 feet of unsaturated soil or sa
� �een t e ts . tmitinfl soi� cnaractertstres.
(The limitin� soil characteristic �(r'has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi�F�ed, this classification may be subject to revision.)
TANK CONDITION (5-10) �
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids eccunulation in tanks indicates they should be rxanced out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. tanks should be punped out as soon as possible.
System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e.
�� Inspection risers missing-tanks could rwt be inspected. lnspection risers (4" dia. pipe) must be instatled in each
tank at next punpout. If tanks have not been punped out within the last three years, they should be punped
out now.
� Inspection pipe is located directl over tank baffle (does not give accurate measurement of solids accumulation>.
If tanks have not been pu�out within the last three years, they should be punped out now.
DRAINf1ELD CONOITION (11-14): ,
D ' field inspection indicates:
Drainfield is dry, no surfacing evident.
Sane evidence of surfacing, not critical yet.
Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repa irs� must_be_completed within 90_d��,,
14 Drainfield extent aria'L'�r�f' un nown.
LIMITING SITE FACTORS (slooe,setbacks.etc.):
POTENTIAL FOR SYSTEM PAILURE (decends on soils.water table.etc.):
C NTS:
_ _ 1!'�
Date of Inspection e ic System Inspector ��
lv sh �ja .
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 op�nion 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 locstion 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 a � ON—SITE SEWA(�8 TREATMENT
� � INSPECTION REPORT
ti
��9kEsxo�'�o
Owner: KOOL'Y'7 T/DY'L° � Address: �!� L�1C� LL=� b���
Permit �'s: 30� Dates: �l63? contractors: [����T f'b�Glll� tV.�oJ1S
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is [ l 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
uithout 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 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 dtscharging
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 sotl characteristics.
(7he limiting soil characteristic [ ] 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):
� l �J Tppk inspection indicates:
/I�OA°(/� �y Pu�out not needed at this ti�.
$yy�r� 6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems.
7 Solids accunulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e.
� Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe> must be installed in each
tank at next punpout. tf tanks have not been pui�ed out within the last three years, they should be punped
out now.
70 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 punped out now.
DRAINPIELD CONDITION (11-14):
�� Dr ' field inspection indicates:
s� Drainfield is dry, no surfacing evident.
evi f surfacin not critical yet.
• ' 13 Dra�n ie �s sa ura a vi ing untreated effluent to the surface. Contact the City Inspector
yi imnediately. Repairs must be cortipleted uithin 90 days.
7� 14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (denends on soils,water table,etc.): "
COMMENTS: '�
�
t
Date of Inspection eptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that 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 locetion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
' M � .
' • ' ;
; S-P TESTING, INC. 4. i �
951 KATYDiD LANE ��`�'�� �]�
ST. MICHAEL, MN 55376 ��� ,}'�� �j
; , 497-3566 . ���� Il/�� �� .
STEVE SHIRMERS O�� �.,�
��
May 7 , 1988
�:,,
Albee ' s Long Lake Addition
Lot 1 �
Orono, Henn. Co. , MN
This system is designed for a Type 1, four bedroom home for future ex-
pansion on the existing house. Designed in accordance with the Minnesota
Pollution Control Agency ;Standards WPC 40 and local ordinances .
The soils on this site ar�e typical of SCS soils mapped - HbC - Hayden loam.
A seasonally high wa�er table was located at 18" , 24" , & 26" , (mottlinq) .
Due to the seasonally hig,� water table, a pressurized mound 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 22 . 2 min/inch
and are adequate for treating septic effluent.
A pumping chamber will ne�ed to be installed to lift the effluent to the
treatment area. �
The manifold and supply line pipe must have back drainage to the pumping
chamber. The distribution pipes shall have their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over , just break up the sod, be sure
not to over work..
The power supply and switches must be located outside the manhole and
pumping chamber in a weather proof enclosure. A warning device must be
installed with a light and sound device, this is in case of a pump failure.
(Mercury floats are a good method) .
Tke existing tanks may be used upon approval by the local inspector.
Recommend to pump the tanks as soon as possible.
All neighboring wells are located more than 100 ' away from the proposed
treatment area & 50 ' away on this site.
, Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible. The treatment area should be
marked off before cons�ruction.
With proper installation �and maintenance, this system should have no
problem in treating septic effluent effectively.
It is recommended �that the septic tanks be pumped every 2 years .
' Soil and Percolation Teata `����-, 1=�• ���-�-��
� Septic Syatem Design Steven B. Schirmers �S
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� • - Systemmustbe� - - �- - - - - � - - - � - - - - - - - - . . . _ _ . . - • - - - -
�.. • . Tonk'1SZ� from property tines X- ��-��n*� S'��SY�� W�o-f�_, .
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. • � • _t'�'. . .Treolment oceo ._'fran bkes � . . . � .
ru- - - - - - � -.- - - - - - , = streoms . -
� Treotment oreo �.� trom property lines NOTE�Pawer supply ond switches must be bcoted in o .
. • . M�4NN��5 w,Ax.r:'-t�" ��from we!�S�so%"�`'� "rea1� a00f encbsure outside the pumping chomber ond manhole � .
- . ` . [iAGCF��t_ �Q�from bldgs. � � � -
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I . Tonk TH. 3 EL:.33..0 .
� DroA to Tank ' PRESSURE DISTRIBUTION MOUND SYSTEM TH;'4 EL-
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. � � Min. 1��fo 8� � � � �-.p�mping �
Mox.l 104' 1���p �'�1U�.5� Sla�A�Loc�J Chomber , El.E1�AT10N ot PROPOSEO PUMPING
CHAMBER-9�,o
4"to 6��dia.pipe �p_�„F � �-�r�,1��.5._C.
SYSTEM DEStGN -MOUNO T���.►s�o,..1 i4��
_ TYPE-�� �.._, BEOROOM ,.Ave�oge percolafion rnte��min./inch (design.83 sq.ft fireofinent orea per gal, of daity sewage flow)
. �9o1./day x.83sq.ftlgal..��.sq.ft,of treotmer� oreo +10%=�2 sq.ft. (= IOfl.width=.�ft.length of bed areo+side sbpe run '�to I x�heigF�= �4�f1.x�3...ft,lown•orea needed)
� t�eon rock needed- 54� sq.f1.heotment area x I.o depth of rock--�S2�i..w.ft=27=.�1_cu.yds.(3/4'�to 21/��di�. ,indudes 2��of rvck above pipe) ,�
Cleon sand-fill below rock needed 31� cu. o x. s�dy bam bock fill�._a.yds.approx., topsoil 6�_�cu.yd. A��• ��'A�� �c-�a �a.a-- � •
Y�� PP►o � �-c�e-�r��� -Cc caoo �o:o -C� -r'oeso"k� ����..��wQ.._�s�__99-�����n��
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y Number of tonks rec�uired.�_, Isf tonk 1�gol. ,2nd tank��got,minirrxrns Pt.�s Pu�,P�►.�u c- ��»w�-� . .
0
Pumping chomber capacity- 25'/0 of daily sewoge flow of SaS2S2 qol.=�gal.+reserve storoge of�'gol./bedroom=60�gol.+pipe bock d�onoge— pROPERTY OF:;�LQ'�'��5 �-�N�
- of��gol./IOOlin.ft.of._.�..�dia.�pplY Pipe, lin.ft.neededll�2� .�`1_gal.f manifoldJ�got./IOOlinfto�f.,�°dio.pipe,ln.ftneeded._'� �_s�_qol• t��r� {.�pa. LOT 1 OP-O�D
i�Fal copacity needed 2�/ gal.(plus area for pump) �sE r.�,,-,, oo O o��,t.��,�. " �� . 1�E'N ta . C o.
� � �istribution qpe 1�3`�0. ,1,��kn.N., ��_�dia. perfaofions���apart
Pump s¢e�L�.hp. (pumpob�e copocityl�dl.gal.4cycles/doy) u�:.c-.-� do ' N��c ��E���:.. S—P�TEST/NG /N . . ..
. � Note� When cor��ruc�inq bed �- , this oreo should be shaped Note= Distonce irom 1�tment o�eo b neghborinq wells— � pesigned 9y�:1� ���`�'- �"'"— '
to divert run-otf trom eMerinq treotment orea. _���+4'C�� 'T1-1�4N tod � �
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XSoil Borings � , L DAL� L A KF A D� L.OT /
' - toT---2--- . ' •Bench Mark � �OND. M rV_ N���l G U.
, � Note� This system is M be constructed to meet � ; - �
�" ' the Mnnesoto Poilution Contrd Agency �� S-P T£ST/NC� /N
� sta�,a��ds -W PC 40& Local ora��o�,ce ' �� -s3, y,�
} pesiqned gy:
.. ` � ; Dote��/!Q/� PH.612-497-3566
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� � � ' L-13
� CERTIFICATION # 00627 �ogs of Soil Borinas �
LoGation or� Project Albee' s Long Lake Add. , Lot 1
Borings made by 5-P Testina, Inc. Steve Schirmers Date 5-2-88 '
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number_ 1 Depth, Boring number 2
feet Surface elevation ' 96• 9 feet Surface elevation 96'9
0 - 0 -
Topsoil v�ry dark Topsoil dark brown loam
brown 0 - 10" ' loam 0 - 10"
1 � Dark 10" - 1' 4" gra�oa�°W 1 - Gray 10" - 1' 4�� brown loam
Brown clay loam Brown clay loam
2 _ 1' 4" .- 2'-mottling 2 _ 1' 4" - 2 ' 2"-mottlin
Olive brown strong clay
2 ' � - 2-1/2 ' loam � Olive brown clay loam
Olive gray, strong clay loam •
3 � 2-�1/2 ' - 3 ' 2" : 3 - 2 � 2" _ 3 � 2°
,
Rusty olive brown
4 - sandy •loam w/traces �of 4 -
silty loam Olive brown loam
5 - 3 � ��� _ 5 � 2�� 5 -
Rusty gray silty loam
6 - 5� 2�� _ 6 � 6 _ 3 � 2�� _ 6 �
7 - . 7 -
,
8 � 8 -
End of boring at 6 '� • feet. End of boring at 6 ' feet.
Standing water table: Standing water table:
, present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole� X . Not present in hole X
Mottled soil : � Mottled soil :
Observed at 2� feet of depth. Observed at 2 ' 2" feet of depth.
Not present in hole ; . Not present in hole .
Comments : � Comments:
. �
L-13
, CERTIFICATION # 00627 Logs of Soil Borinqs �'
Location or� Project Albee' s Long Lake Add. , Lot. l . .
Borings made by S-P Testinq, I�c. Steve Schirmers Date 5-2-88 ' �
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check. two> :. Hand_ X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number #Q
in . in
feet Surface elevation� 99•� feet Surface elevation
�0 - 0 -
Fill - brown sandy loam
Mottling in & clay loam
1 " fill 0 - 1' 2" ' 1 ' NO FILL
Original soil� - 1-1/2' -mottling
. 2 _ gray brown f'ine sand 2 _
1' 2"� - 2�' 8" ' 10' west of Boring #3
3 T Gray strong silty loam 3 _
2' 8"• - 3 ' 4"
Rusty olive gray
4 - �loam 4 -
3 � 4��� _ 4 � 8��
5 ' Olive brown loam 5 '
, �
6 - 4 � g:��; - 6 ' 6 -
7 - ; , 7 -
, �
,
8 � � 8 -
End of boring at 6 ,feet. End of boring at feet.
Standing water table: , ; Standing water table:
, present at feet of d.epth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X ' • . Not present in hole
Mottled soil : MOTTLING IN T•HE FILL Mottled soil :
Observed at f�et of c�epth. Observed at feet of depth.
Not present in hole � . Not present in hole .
Comments: Comments:
. . .
�
CERTt#OOK27 �
. ". PERCOLATION TEST DATA SHEET � �
S—P Testing, Inc. a.m: ,�
Perculation test readings made by �� 5—3�8 8 ��ing a► 8 � 2 4
Test hole locatio� Albee' S� LOng Lake Add. ��I���umber 1 ,Date hole was prepare�� 5-2-8 8 .
18 � 6
Depth of hole bottom �nches,Diamecer of holr �nches
Soil data from test hole: ;
Depth, inches Suil tcxwre
0 — 10" � Topsoil very dark brown loam
10" — 16" � Dark gray brown loam
16 — 1 � � �rown c ay oam
Method of scratching sidewall Knif e,
Depth of gravel in bottom of hole 2 i �nches
� 'S-2—,88 1:OOp.m. 12
Uate and hour of initia!water filliqg�.Depth of initial water filliqg inches above hole bottom '
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC S iphon
,
' ,Maximum water depth atwve hole bottom during tes� 6 inches ,
Time � Percolation
Time interval, Measurement, Drop in water rate. Rcmarks
minutes inches level�inches minutes per
inch
8 : 24 prefill • 6
8 : 34 9: 04 � " 2-9/16 11.7 30 min
9 : 19 9: 49 " " " " "
9 : 54 10 : 24 • " " " " "
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� Percolation rate = 11' � minutes per�inch.
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CERT.#00627 ' ' �
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. : PERCOLATION TEST DATA SHEET � �^ �
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S—P Testing, Inc. „� 5-3-88 �A�,�� � 8: 35 � �
Percolation test readings made by g a p.m. .
Albee' s• Long Lake Add. , Lotl 2 �'�"' S-2-88
Test hole location .Hole number ,Date hole was preparc�� • �
Depth of hole bot[om 18� �nches,Diameter of holr 6 �nches ;
�
Soil ddta from test hole: !
Depth, inches Sui!texture
0 — 10" Topsoil dark brown loam
10" — 16" �Gray brown loam �
16" — 18" � Brown clay loam
Knife • �
Method of scratching sidewal� .
Depch of gravel in bottom of hole 2 �nches
� 5-2-88 1:OOp.m. 12
Date and hour of initia!water�llin,b, ,Depth of initial water Cillin,g inches above hole bottum
Method used to maintain at least 12 inches.of water depth in hole for at least 4 hour� Automatic s iphon
6 . -- .
,Maximum water depth above hole bottom during tes� inches ,
Time Percolation
Time interval� Messurement� Drop in water rate, Remarks
minutes , inches levei�inches minutes per
� inch
Water rema' ning in te t hole
8 : 35 9: 05 . 6 5/8 . 4$.0. 30 min
9: 20 9: 50 " : " " " "
j9 : 53 10: 23 " "� " " " "
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Percolation rate = �� m�nutes per inch.
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i CERT.#00627 '
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. PERCOLATION TEST DATA SHEET ' �
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� S—P Testing, Inc. 5-3-88 8: 36 r�J�'
; P�rculation test rcadings made by , o� ►�srting a� p.m.
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� Test hole locatio� Albee' s Long L�ke Add. ,��Q n�mber 3 ,Date hole was prepare�i 5-2-88 .
� Depth of hole bottom 18 inches,Diameter of holP 6 inches
i Soil data from test hole:
I
� Depth,inches � Suil texture
� 0 — 14" . � Fill — brown sandy loam & clay loam
I 14" — 18" � original soil — gray brown fine sand
� . � oring — o i
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� Method of scratching sidewal►, Kni f e � • �
2 :
Depth of gravel in bottom of holP � inches
, Date und huur uf initiat water fillin,g 5—2—8 8 ,vepth of Initial water t7lliqg 12 inches above holc Iwttum
Method used to mainwin at least 12 inches of water depth in hole for at least 4 hour� AutomatiC s iphon
, ,Maximum water depth above hole bottom during tes� 6 inches � I
Time� Percul•ation
Time interval, , Measurement, Drop in water rnte, Remurks
; minutes inches level.inches minutes per
� ' • inch
� 8 : 24 prefill � 6
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� 8: 36 9: 06 ' . " 4-3/8 6.9 30 min
9 : 21 9: 51 ' " 4-1/4 7.1 " "
9 :52 10: 22 . " " " " "
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� Percolation rate = �'� minutes per inch.
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ROSIN PAPER • , _� PERFORATED LATERAL ,
GRA55 GOVER 6 INCHES
SAND FI�L TOPSOIL
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PLAN VIEW
END PERFORAT I ON OF A PERFORATED LATERAL - �
�— Grdss Cover _
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Topsoil ' % .
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Perfor ted La eral � Perfor`ation Drilled Horizontally
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<«3/4��. Pius < <<< At Least 12" to Edge
�z�Drain Field r?ock�� . . � ��<<<<<<. of Rock Layer
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..�. . Clean Sand La er Bottom of Laterdl
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Original Soil Properly Scarified ' �'
Before Placing Sdnd Layer
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LAYOUT OF PERFORATED PIPE LATERALS FOR - �
PRESSURE DISTRIBUTION IN MOUND �
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PERFORATED PLASTIC PIPEt����i��a. )
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END ONR ENTER.NP3 RFORA�DION OR 36 ' PERf�RAT�pN
SIZE AY 8E /,-, /3?, �� /Z
VIEW pR i� . �6
MANIFOLO
PIPE Z"�►t�.
PERFORATIONS ON BOTTOM OF
PLASTIC PIPE
40,,
� PIPE FROM .
PUMPING CHAMBE�
END CAP 4Q'�
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REDWOOD, CCDAR OR � � �
TREATED PUST (4 x 4 min) WATEH TIGHT 8� LOCKABLC ELECTRIC BOX
ALL ELECTRIC CONNECTIONS PLUG�► 'JR ELECTRIC CONNECTIONS .
MADE INSIOC BOX 2" PVC CONDUIT SCH. 40 OR 80
6'� SPACE MAN�"��'�'-E COVER CHAINED & LOCKED �
WIRE FR�M POWER � . -
SUPPLY--1 y. � �= FINAL GRADE
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AT LI:AST 12'� � � _ SEALED MANHOLE RINGS
BEL(.l',tr GP,ADE � UNION " PIPE IS LAID ON A UNIFORM SLOPE FROM
..._..�: - � a�,�PUMP STATION UP _TO .SQIL TREATA+I�NT AREA .
� FOR PROPER DRAINBACK -
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� i��:)P C)F POWER CORD � �� � — SEALED TANK COVER
� r�:.►!� SE:TTLEMENT �''-= -� IF PIPE AT TANK MUST BE LOWEF� THAN
� UNION TO GET ELEVATION FOR DFZAINBACK,
PL/'.`�'I�IC �OPE OR CHAIN � A �/4 INCH WEEP HOLE MUST 8E tJSED �
iNiTh ANCHOR — WEEP HOLE
ALARh�I FLOAT ON SEPARATE , �
EI.L'::;TR�CAL CIRCUIT '
� � NOTES� ELECTRICAL WIRE FROM POV1►'ER SUPPLY
� ; � MUST NOT RU N OVER ANY TAN KS BUT
� START LEVEL � _ � � MUST BE LAID BESIDE OTf-�E:(� TANKS
— — — ��� �=� - --� N AND MUST BE PLACED (N CONDUIT
3 � � ALONG POST
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! ELECTRICAL CflRDS FROM PUMP AND
SI-It;T- OFF LEVEL� _ ._I � FLOATS MUST BE RUN THRnUGH
--. � �— � j CONDU IT. WIRES CANNOT F�AVE GROUNO
PUM(�' CONTROL FLOAT ; CONTACT.
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_ SCUM CLEAR SPACE --
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MEASURE SCUM ANQ SL.UD�E ACCUMULATIONS
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