HomeMy WebLinkAboutSeptic info/design . �
S�1� TEST/NG� INC� Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-501�
State License #394
LOGS OF SOIL BORINGS
David Gross
2635 Countryside Dr. W.
Orono, Henn. Co., MN
Borings completed on 8-04, with a hanci buckefi auger.
BORING NUMBER 1- Elev.98.9 - MOTTLED SOIL AT 18" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 4/3
18" - 26" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
26" - 36" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6/8
BORING NUMBER 2- EIev.101.0 - MOTTLED SOIL AT 26" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 26" Brown clay loam 10YR 4/3
26" - 32" Rusty brown clay loam 10YR 5/3 - mottles 10YR 6/8
32" - 38" Rusty pale brown clay loam 10YR 6/3 - mottles 10YR 7/1,6/8
38" - 48" Rusty pale brown loam 10YR 6/3 - mottles 10YR 7/1,6I8
BORING NUMBER 3- Elev.98.5 - MOTTLED SOIL AT 18" - no standing water present
in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 18" Brown clay loam 10YR 4/3
18" - 24" Rusty brown clay loam 10YR 5/3 - mottles 10YR 7/1,6/8
24" - 40" Rusfiy gray brown clay loam 10YR 6/2 - mottles 10YR 7/1, 6/8
40" - 42" Rusty gray brown loam 10YR 6/2 - mottles 10YR 7/1,6/8
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� Chapter 7080 & I
� � Note : Check all underground utilities
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S�P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michaei, MN 55376 • (763) 497-3566
FAX �763) 497-5011
State License #�94
auc s � 2oa�
August 20, 2004 �-�°° � w:. ��=; ;�,;�;
�3���
David Gross
2635 Countryside Dr. W.
Orono, Henn. Co., MN
Three soil borings were completed in the area for an alternate on-site sewage
treatment system for this property. Mottled soil (redox features) was present at 18" &
26" below the ground surface. A pressurized mound system will need to be used to
adequately treat septic effluent.
Keep all heavy equipment off of the proposed treatment areas before & after
construction.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Recommend Iron filters be diverted out of
the system. Recommend to divert the water softner also if the iron filter is diverted.
Garbage disposals are not recommended, due to adding more solids & fine solids
passing through to the system. Excessive amounts of soaps, antibacterial soaps,
cleaning agents, shower cleaners used every shower & chlorine agents may kill the
bacteria needed to treat septic effluent. Additives are not recommended. Recommend
to pump & clean your tanks through the manhole by a certified pumper every 2 years.
Check with your pumper to set up a schedule. Recommend laundering be limited to 3
to 4 loads per day.
� C
. �-�.__--
teven B. Schirmers
1
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� __. _ �\ �,•�
� � ,J��� �'�'�r�; CITY OF ORONO
� � Y � �� `�,�s`'"'� S�PTIC SYSTENI APPROVAI,
CJ ,y � ��°;���;
-��,;:.ti�� ��R�� �IT�.' of O���T�
k
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�� �1 � ' '�'c �dl r� � Post O(T'�c ISox 66 �
�� �✓ ��'_ \ G~ Crystal Ik+y,hlinncsota 55J23-0066
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LOC;ATION; 2635 Countryside Dr. W. �v �y
`I'ony Eiden
UWNER: —
GErdLRlLI, CON"I'RAC'1'OR: SLP"i'IC C'ONTP.AC`l'OR:_, _ _ �
SIT'L EVl1.LUATOR: S—P Testing �pORT DATL: December 20, 1993
'I�he City of Oroiio lias Approved your oii-site system desigii as of �arivary 2 4, 19�5
(approved-disapproved) (date)
�vitll tltc follr��ti�ing COI11111CI11S:
THIS IS NO"I' A PERNII'I'. Tliis is a design approval form which must accompany tl�e site pian. 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: Aiiy Cil�iIlgCS to tiie approved plans and specs must tiave prior approval of tlie
Inspector (473-7357). Call for inspeccions 24 hours in advance.
r'1LL DIZAINFILLD AREAS IvIUST I3L FLNCCD OPF prior to building site excavation and fencin�must remain
in place until Cnal site gra�ling. �lpproval to pour footinbs will nat be grauted until the Inspections Department
has veriCied that primary and alternate sites are a�equately protected.
NO VT��IICULAR TI�I.FFIC OF ANY �:IND (cars, trucks, eacth maving equipment, etc.) is allawed wilhin 20'
of eested drainfield sites eitt�ier before or after syste.ii� construction. Coinpaction of tliese areas could render theci�
unusable prohibiting tlie timely co►npletion ar,d or limiting tlie long terni use af the property.
A site copy will be a�,�ailable at the City Of�ices for the septic contcactor.
CITY OF ORONO
� ,
�3y � ;. ��' � �
Slepl�en ti eckmzn, Un-site S�stems Manager
'I�LEI'f iONL'-473-7357 • FAX-473U�i10
�.7–P TESTING� llr C. Steven B. Schirmers — MPCA Cert_ R�o. 627
• 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
December 20 , 1993
Dickey site 3 � -� j�,,
Lot 7 , b 1 ock � �— ;��i��. � rN�_
Orono , Henn. Co. , MN �(�`��� �' �yat� �
� �Q )�,
.��---fi
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This On-Site Sewage Treatment System is Designed for a Type l , five
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this -itr� are S�S soils mapped - L,rB - Lest2r loam.
A seasonally high water table was located at 12" to 24 " , (;nottled
soil ) . Due to the seasonally high 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 12" have a percolation rate averaging
8 . 1 min/inch.
A pumping chamber will need to be i:�stalled to lift the efflaent
to the treatment ar�a .
The manifold and supply line pipe must have back drainage to the pumpinq
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 enclosur�e . A warning device must
be installed with a liqht and sound device, this is in case of a pump
failure . Mercury floats are a good methad.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area .
CONT ' D
Dickey site
lot 7, block 1
Orono
( 2)
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 oroper installation and maintenance , this system should have no
problem in treating septic effluent effectively.
Nothing other than gray water, ( laundry, showers , etc . ) human
waste & toilet tissue should be disposed of into the septic tanks .
Garbage disposals are not recommended. Smaller amounts of laundry
soaps , dish soaps , cleaning agents , etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
� clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance .
� ��
Steven B. Schirmers
SBS/ds
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r/' I ;- i � -� � � :: � � .,,,� Note� This system is to be constructed to meet
- �(::� ,�\� ,�.; t , ;: " �. � " .
I / � ,, �o, ��, , �D L— — J i " � j G � the M�rnesot� Po,lu!ion Con�ra A.,enc�r
y „i„ r
�, �- ., D Chapter 7080 & Local Ordinance
.t r � � �_� �` � 5~�i. ��\i ���,��,�.� = �, m �� if;
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I S=T- 9ACKS - - - � � --�E-- --���--� —��/- —'j i
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; HOUSE ; • System must be� �
i � � . Tank �� from property lines x - c`%�` ^�--� '' }- ��'�-`�-- '-�•G!�.= I
� �ilL� ZiASE��1��T i �� from wel!s I
� WR��- ��1� ,� 7_o from b'�gs.
� i�"i�G�. � �
- ���, T�e.:`men? orea = frorn ;okes , = s`reoms i
� Treotment oreo Z�� from property lines NOTE� Power supply and switches mi.5t be locoted in a
I _ MA�N►�o_55 ��n l�" 7S � 'rom we'!s /W�iher proof encbsure outside the pumping chamber and manhole �
: Ciacrr�c� zo �`rom b!dgs.
i � �- -� r L Cfrom trees '� �I SOIL BORING ELEVATIONS �
; r---�m i n. ' � - �
f—';
; ; „ � TH-I �L.-qqa.� -���� - °��3.�
� �', � � ; �a d�a.su o TH. 2�L. �qo.o
j Tonk ; Tonk ; I ;;; - la`O '- grode�. /�TH'�3 EL.-3�.`L•�
_Drop to Tonk ! ; { �r! PRESSURE DISTRIBl1TI0N MOUND SYSTEM
TH"� =
; � - �� c�-rr� m+�+t�o,� `L-qq2.�
. „ , � ?' S �L.-3°��
Min. I to 8 � �Pump'ng H�
Max.l��to4� � ���P -�r��`�-S �l�,�A�.Loc�} Chamber E�'1/ATIO'J ol PRO?OSED PUMP!NG
4�►0 6��dia. pipe CHA�ti�BER-��z..� �-�, ��M'���s�.o ;
�44�0�.-(oP c�'6vo c.�L-/o0 3.d
SYSTEM DESIGN -MOUND �� LDWES-C �Lol��-9�3.p :
TYPE-�., 5 BEDROOM , Ave�oge percolation rate �min./inch (d�ign.83 sq.ft treatment area per gal. of daily sewage flo�rr)
/ !� � gal./day x.8�sq.ft./gol.� sq.ft. of treatment area +10% _��sq.:". (= IOft,width= �`! ft.!ength of bed area+side slope run�to I x.�.�height= 39 ft.x 9� ft.lawn�orw needed)
� Ciean rock needed- ��sq.ft.treatment area x �•�s� depth of rock='�`� cu.ft=27= � cu.yds,(3/4�to 2!/��dia. ,includes 2�of rock above pipe) �
. �a�� Cleon sand fill below rock needed ac O cu.yds. opprox. , sandy loam bock fi!I -� �� G.,.yds.apF�x., topsoi! 6����cu.yd. A.V_y• �Q NO___Qr�t� 1=�-� - f
`'��=t.a�''\1�EN9 -Co Avo �o°�o �Co �CeeSo�`FoF- �RK:�LAQ-- s_wQti �S c�Yo.-��ai:��
Number of tanks required �—, Ist tank � J gol. , 2nd iank U o0 9a�.minirx�ns c��� p,.�r„p�N ti =i� qm C3E R-
Pumping chamber copacity- 25% of doily sewage flow of '��v gal._��gal.+reserve s'orage of 1�0��=:1/BF� ��U gol.+pipe bock drninage— � �
�� PROP�RTY OF� �l!�`L'�" -��'�� '
of�`d gol./IOOlin.ft.of d_ dia. s;.,pply pipe, Iin.ft.needed�CZ, '� go!� monrfo!d _:�!g�!./IpO;in.ftof a��dio.pipe, I�.ft.needed2 , �- gol. �o�� ���� � �
total capacity needed�goi.(plus area for pump) uS�. rn�n. �I �J ��l.ca p. � Q�*�O M'F-� • l-1��-1� . C 0 . �
Distribution pipe ��'a��dia. , �.°L`�lin.ft.� � 3��dia. perforations���oport �
Pumps¢e ���hp. (pumpable capacityJ3.gol. 4cycles/doy) Usc� ��' H�po _ :ss p_LSe�.-1�Q-�,� 3�aa1,��n. � S—P TEST/NG /N �
Note� When corutructing bed - , this oreo shou� be shoped Note= D�s'ance from treatment oreo to neigh�ing v�!!s— � Designed �y� ��r"' � - L''��'�'�'— �
'o �,._ . _��r [. p�•0.;�� �ra�•m�-,� areC. : __ , . .� ,_� ., � .
- �`. �,.. � _-�Q�-���..
- - - - - - � .
� • MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
'A. FI-�W ' Estimaicd Scwage F�ows in Gallcx�s pa day
Estimated '1 ��� gpd (see pages D-7 or I-3,4,5) f ��� �g��
or measured gpd x 1.5 = ���s Type I Typc 11 Typc IIf �a
B. SEPTIC TANK LIQUID VOLIJti1ES 3 4so° souo igs° �
4 600 375 256
)- I�<!� � 1-Ico J gallons (see pages C-3 or C-5) s �so 4so z� ""o'
6 900 525 332 Trr=�•
7 1050 600 370 II Q
8 1200 675 408 cdumn
C. SOILS (refer to site evaluation)
1. Depth to r2strictino ?ayer = �.`�" rl inciles S`'`"T'"��.'"""x`^K'",.^,
,� 1 r Vum6�o( ttinimum Liquid Liqa�1 upriry v�in
2. Depth oF percolation tests = 1 T inc:�es ���. � cw.�,�Y e..b���a���.�
3. Percolation rate �S . I mpi zaku �� ,�u
4. Land slo e ' py 3�4 �� 1�
P '� /0 s or 6 IS(A 2250
7,8 or 9 7�(p 3(AO
over g _�
D. ROCK LAYER DI�IE�SIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 = � �
�j D gpd x 0.83 sq. ft./gpd = ��� sq. ft.-� � �=_ � �`�``�
2. Select width of rock layer (10 feet or less) = J c: ft.
3. Length of rock layer = Area� Width =
�_sq. ft. i l o ft. _ �� ft. Rock Bed
. t•r•t•f•r•f•r.f.f:��f�f.r.r:f
ti••.•'.•1•ti•ti•1•ti••.••. ti•1•ti•
� - . tifl�tiftijtifti?��trti�tif~:tifti�ti�tif idth SIOft
l•l•t•t•t•l.l.t f•t•f•t.t•f•l
E. ROCK VOLUME ;.~ ., ~ ~ ~ ~ � •• ••;:•: 1
'•l�:•l.r•t t l��~J•f• �~l�f
�.• Length --�
1. Multiply rock area by rock dep th to get cubic feet of rock;
��su sq. ft. x!.��ft. _ � I�cu. ft.
2. . Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
��� cu. ft. i 27= a� cu. yd. �
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�-� cu. yd. x 1.4 ton/cu. yd. _ �� tons.
F. ADSORPTION WIDTH L'�-�-`� �-��r%;
1. Percolation rate in top 12 inches of soil is S�. I mpi Absorption Width Sizing Table
2. Select allowable soil loadin�rate from table on page E-• ''"`°'a"°"�` ce��«,: Ra��oor
� in Minutes per Soi1 Texture per day per Absorp�ion wid[h
��� �d�f� Inch(MPq squnre Cooc to R1Y�dth Yc
3. Calculate adsorption width ratio by,�ividing rock layer Facterthan0.1• c�sy,a ___ ___
o.�ws se„a i.zo i.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.��s•� Fme Sand•' o.�o z.�o
6 to 15 Sandy Loam 0.79 I.52
1.20 gpd/ft�i , � gpd/ft2= � , �� 16to30 ��, o.�o z.�
31 to 45 Silt Loam 0.50 2.40
Check this value on page E-16. ���o c,a,,�, o.os 2.��
60 b 120 Clay 0.24 S.W
4. Multiply adsorption width ratio by rock layer width to get s�o�;�,�, c�=r — —_
required adsorption width;
.;,.� x /J ft =a �,.� ft
�
I
G. � LUUWN SLUi,� Uli« W lli l ti
1. If landslope is 3% or more, subtract rock layer width from
adsorption width to obtain minimum downslope dike toe for �
� absorption:
�e.'1 ft-�Zft =_�_feeE (
2. Calculate minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation , O feet
b. Multiply rock layer width by landslope to deterinine drop „��
in elevation; Slope Difference ;,�,a,�
/o x�_% = 100 = , L� feet ���,�._
u,.�.Wm�
c. Add depth of clean sand depth of clean sand for ��... �I.� ����.�.�.
separation at upslope edge (2a) to depth of rock layer to ��"'"}-_
rock depth and the depth of cover to find the total mound °°''�%"P`"'""
`T�' �_
height at upslope edge of rock layer;
/, v ft + 1 ft + 1 ft = �'� feet
d. Enter table on page bottom with lanuslope and upslope
dike ratio. Select dike multiplier of < ,-'';
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: � .o x _ = i � feet
f. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
3.0 +�_ '�.� feet
g. Enter table on page bottom with landslope and
downslope dike ratio.
Select dike multiplier of s, � C.
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:_ , t� x ,�;� -1� feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greater of the two values as the downslope dike �vidth;
/� feet
j. Total mound width is the sum of upslope dike IZock.Bed�Width.�ID���.•���.��;'.'•:.`�%PSlope�Dike�Width1��������:;:�.;:;•:
width plus rock layer width plus do«-nslope - �
'• �• ' K«k l3ed•Length.. ..�:�l►
dike width; (..�.�::i���::_�:;-.-.�.�.�.�.-.�.�.�.�.,:�
F:.. . 1 . . . . . . .
� ...
f:�:�::��-::�:�:�:�.�::::�::;:;::�:::�.:::�..:.
�� ft + ��ft + �_ f t = 3� feet �;pslope P.ke Wideh��_ �':;•[:pslope�Dike Width�_
k. Total mound length is the sum oF upslope
dike width plus rock layer length plus �`����= �������'ake�'w�a�t;��.:�g�.:.-.`":.`:
u slo e dike �vidth;
P P r
� lt r (O� lt �' l d__ �t = v`i ;�'F'� `, `:..To�a'.Le^.�::-..:•�T:.�:
i
�� '� Ij � '�" /�� vi � �� � .
t
owns op� PS o�
3:1 4:1 5:1 &1 7:1 3:1 4:1 5:1 &I 7:1 8:1
9L slope
0 3.0 4.0 5.0 60 '.0 3.0 s.0 5.0 6.0 7.0 g.p
I :.G, 4.17 5.26 6.�t3 7a3 :.91 3.�.= 4J6 5.66 b.i: ?.+�
2 3.19 3.3i S.S6 6.82 8.1d 2.53 ;.?0 dS4 536 6.I4 6.90
3 330 3.Si S.dB 7.32 8.1+6 ?.'� ?.=? 3.3� 5.(kl 5.79 6.35
_ 3.»1 <.Sb 6.?_-i ?.bd 9J? _.6i _.�- 4.17 <-J: . . 6.06
` 3�3 �.!ki e.d: 5.�,- :0.77 _. . -_ ..ln :.c: ii9 =?1
_6_._--__. 3.66. _ .� 5:6' 7.15 9_v 12.07 ?.�: �3.'v� 3.55 <.37 4.93 5.31
7 -3.80� . 556 7.69 1034 13.73 2.:5 3.12 370 4.Yi 6.70 5.13
8 3.95 S.SB 8.33 1154 15.91 2..2 3.03 3.�7 {.� 4.49 4.gg �
9 3.11 625 9.09 13.C4 IS.92 ?.36 Z.?3 3.4i 3.W 5.30 4.6i
10 4y 6.67 70.0 IS.JO 23.33 ?.31 2.% 333 3.75 1.!2 4.SA
11 4.G8 7.14 ]111 17.05 30A3 _.16 _.?c 3.Zi 3.61 3.9� :�6
]2 4.69 7.64 i250 _..._ .;.;5 _._. =.7„ 3.12 3.:9 3.&� S.�g
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
� Gravity Distribution END PERFORATION pF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �,��,,,M
water use rate. T���
2. Maximum suggested for delivery to a drop box of a home system is 2,700 _ _ .. �"°'
gallons r hour(45 m)to revent build-u of ressure in dro box. ``:;`i%..a c��..,u.faDrk(a tw-
I� $P P P P p �' i.����,�.._.. .,���..a�,,a.W�a.�.w
-. .�. ;.�.i�n.ea .oNe pap«)
� �er•or I e a PwT w}otion OrilMd Horizonlollr
Pressure Distribution � �,�o P r�a, �o
3. a. Select number of perforated laterals ;� ''�:�w , �, a ��•� �2•�o�o.
. �Q'on FNie Rac �.. of Roct Lar�r
b. Select perforation spacing= � ft. .. ,. : . ,, .,
Perfvotlao Loco��d ol
c. Subtract 2 ft.from the rock layer length. ��-� c�.�,spw,�,,.. �"°^�� ��•�a
���„�r� -2 ft._��ft.
. �.�oMa+ son Proprir scarin.a
B�lon Plockq So�d Loyer
d. Determine the number of spaces between perforations.
Length perf.spacing= �� ft.+ � ft._ - � sPaces TAIIL.OF PERFORATION DISCHARCES IN CPM
e. - - spaces+ 1 = = perforations/lateral
' f. Multiply perforadons per lateral by number of laterals to Head Perforationdiameter(inches)
get total number of perforadons. ,� � ,
�� x ��_ ;.� perforaHons. " �
i.oa osb o.�a
g, -� X . �- - `�gpm �s 0.69 0.90
r�• aw� �- 2.ob o.so i.oa
2S 0.89 1.I7
SELECTED PUMP CAPACITY �?y m 3.0 0.98 t,z�
gP a.o i.�s �.a�
5.0 126 1.65
B.Determine head requirements:
1. Elevation difference between um and int of dischar e. aUse 1.0 foot of head for residential systems.
P P � g bUse 20 feet of head for other establishments
_�feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
�feet
3. Friction loss Pipe Lengeh
� ;
a. Enter friction loss table�vith gpm and pipe diameter. Poinc of Discharge
Read friction loss in feet per 100 feet from table. �.,Z
F.L. = a.� ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge p�,P �.��
point. Add 25 percent to pipe length for fitting
loss,or use a fitdng loss chart. Equivalent pipe F-18b
length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch
1 oZ D X I.ZJ=�f�f �m Frictim loss pa 100 ft oC Pipe
c. Ca]Culate total friction]oss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total fricHon loss= �•(a x ) 5 c� +lOQ= �/ feet 14 1.28 0.38
4. Total hcad required is the sum of elc��a;ion diEf�rcilcc, 16 1.63 0.48
18 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
+ � + =! 30 5.23 1.55 0.23
�:i (2) (3c? 35 7.9(� 2.06 0.30
40 11.07 2.64 ' 039
45 14.73 3.28 0.48
TOTAL HEAD ��feet 50 3.99 O.S8
55 4.76 0.70
60 5.60 0.82
C. Pump selection
' 1. A pump must be selected to deliver at least�_gpm (Step A)
with at least �s�feet of total head (Step B).
`...._ _ , _ _.. . 1.��� rf UUb� . _.�- ------ - _ ------- ---
Location �or Project Dickey site , Lot 7, Block 1, Orono
Borings made by S-p Testinq, Inc . Steve Schirmers Date 11-17--93
Cl�ssifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIanci X , or Power , Flight , or Bucket X
Depth , Boring number 1 Depth , Boring number 2
in in
feet Surface elevation 992 • � feet Surface elevation 990 . 0
� - opsoi ar rown-Toam---� � - opsoi ar rown oam-- - ""
0 - 6" 0 - 6"
ioamn 6" - 1 ' -MOTTLED 1 '
1 - Rusty gray brown sandy loa 1 - Brown clay loam
1 ' - 1-1/2 '
2 _ Rusty olive brown clay loa 2 _ 6" - 2 ' -MOTTLED 2 '
1-1!2 ' - 2-1/2 ' Rusty olive brown
clay loam
3 - 3 -
Rusty olive brown loam 2 ' - 3 ' 4"
w/traces of sandy loam
� Rusty olive gray
4 - 4 - loam
3 ' 4"- 4-1/2 '
Rusty olive gray sandy loam
2-1/2 ' - 5 ' 4-1/2 ' - 5 '
S - - S -
6 - 6 -
7 - 7 -
l
8 - 8 - �
�
�
End of t�ori�lq at 5 � _�et . End of bor�ng at 5 , �e�� .
„ '��":.__. _ ..i�e:� �.��J� _ . CfGn� j .,r ..=- -�L- tc�3�l? .
3 ' ll" 3 ' 4"
prasent at feet of ���th , preser�.t at f`et of deL�th ,
17 hours afte� bori�� . 17 '�curs a�ter borinq .
Not present ii: hOle NUt presen� in hole
[�lottled scil : �:ottled sc�= .
Observed at l � feet of c=�th . Observed a� 2 ' feet of d�pth .
Not present in hole rJot pr�s�n� in hole
Comm�nts : Conments :
�._.. . . _ . . . . _ .. � � . . .\l 1 .
Location or Project Dickey site , Lot 7, block 1, Orono
Borings made by �-P �estinq, Inc . Steve Schirmers Date 11-17-93
Classifiction Syatem: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iland X , or Power , Flight , or Bucket X
Depth , Boring number _ Depth , Boring number 4
in in - - •
feet Surface elevation feet Surface elevation 9g2 , �
J - . -- -- 0 - --- ---
Topsoil dark brown loam Topsoil dark brown loam
� - 1�« � - 1��� �
1 - 1 -
Brown clay loam Brown clay loam
10" - 2 ' -MOTTLED 2 ' 10" - 2 ' -MOTTLED 2 '
2 - 2 - Rusty 2 ' - 2 ' 4" °c�ae ioamn
Rusty olive brown
3 _ clay loam 3 _
Rusty olive brown
loam
2 ' - 3 ' 10"
4 - 4 -
Rusty olive brown
loam
3 ' 10" - 5 ' 2 ' 4" - S '
5 - 5 -
6 - 6 -
7 - 7 - �
I
8 - 8 - �
�
rnd o` boring at 5 � �e�� . End ef boring at 5 ' re�:� •
�ta-:^ing .:a�er ta:'_e : Sta��iiz;; �•:at��� '�able :
�resent at 4 ' 2" f�e= or �'e�~:: , present at 3 ' 8" feat of deptn ,
17 hours afte� ^ori-!y . 17 hcurs a�ter boring .
Not present in hole Not �rr.sent in hole
:�lott�ad soi '_ : �9ottled soil :
Observed at 2 ' Observed at 2 ' feet of depth.
f`e� os r'.e�t:: .
Not presen� in hole Not present in :^.ole
Comments : Comments :
CI�i. . ' , ; _ .. . ? : UJ�.;1i � :>�il 13oriny:s _
Loca~ior. or Project Dickey site, Lot 7, Block 1, Orono
Bori~gs �-,�dz bv :;-P �estinq , Inc . Steve Schirmers _ Date 11-17-53 �
Classifiction Sy:stem: AAS�iU ; USDA-SCS X ; Unified ; Other
Auger us�; (c:,ec't two) : I;anci_ X , or Power , Flight , or Bucket X
Deptn , ror'_:�g number Depth , Boring number 6
in in
feet �ur�ace elevation 92 , 3 feet Surface elevation 993 . 9
J Topsoil dark brown loam � Topsoil dark brown loam
0 - 10" 0 - 10"
1 _ Dark 10" - 1 , 2,� bro�oamlay 1 - Brown clay loam
Brown clay loam 10" - 1 ' 8"-MOTTLED 1 ' 8"
1 ' 2" - 1 ' 10"-MOTTLED 1 ' 0'
2 - 2 -
Rusty olive brown
Rusty olive brown clay loam
3 _ clay loam 3 _
1 ' 8" - 3 ' 4"
1 ' 10" - 3 ' 10"
Rusty olive brown
4 Rusty olive brown 4 loam
loam
5 - 3 ' 10" - 5 ' S - 3 � 4�� _ 5 �
6 - 6 -
7 - 7 -
I
8 - 8 - �
. I
�
End o` borinc at 5 ' feet . End of boring at 5 ' =e�� .
Star.ding c:at2r table : Standing water table :
present dt 1 ' 8t' r�?at Of �2Pth , present c3t 3 � 1�� f�t^- t Of de�tC: ,
17 hours a�ter borir.� . 17 hcurs a�ter borinC .
Not r�res�nt ��:� hoLe Not present in ����
Nlottled soil : Mottled soil :
Observed at1 ' 10" ,� Observed at 1 � 8�� feet of dept� .
feet of c,_�th .
Not present �n hole PJot present in nole
Comments : Cor,�ments :
CERT. -G0627
PERCOL�TION TEST DATA SHEET
Perc��l.ici��r, c,>; readin�_s made b� S—P Testin InC �. !_ni.�
. g� on 11-18-93 ,tartin�� ,�t 8 : 46
,....., � p.m.
Testhulelu�.:uon Lot7,BIk . 1 ,Dickey site 1 11-17-93
. Hole number . Date hule��a:prepared
Depth of h��le bott�m 12 inchzs. Diameter of hule 6 inches
Soil data trum �zst hole:
Depth. inches Suil testure
0 - 6" Topsoil dark brown loam
6" - 12« Brown loam
�1ethod of ccratchin�side�vall Kni f e
2
Depth of gra�el in bottom of hole inches
Date and hour of initial water fillino 11-17-9 3 3 • 3 0 m
� . Depth of�nitial �vater fillinQ 12 inches above hole bottom
`tethod used to maintain at least t�inches of«ater depth in hole for at least 4 hours AutOmatiC Slphon
6
. �laximum«�ater depth abo�e hole bottom durin��tesr inche�
i Time � �
Percolation
:ime inter��al, � �Izasurement. Drop in �rater rate, Remark�
minutes ! inches level. inches minutes per
' inch
• 8 : 35 � prefill � 6
8 : 46 9 : 16 � " � 2-15/16 10 . 2 30 min
9 : 27 ' 9 : 57 " 2-7/8 I 10 . 4 " ��
10 : 07 : 10 : 37 �! ° I 2-7/8 10 . 4 „ "
� � I
— i I
� I
- i I I
I � I I
— -- � I I
i � i
I
_ i i I
i I
i
� i
10 . 3
Percolation r�, = minute�per inch.
• CERT.T00627
PERCOL:�TION TEST DATA SHEET
Percola�i��n�z:t reading� made b�� S—P T _st i na Inc 3 m �
. , �,n 11-18-93 .tartin�=ar 8 : 47 '- �,:n�_-
��,:.,
Test holz location Lot 7,B 1k. l ,D1Ckey S ite Hole number 2 11-17-9 3
. Date hole ��as prepareci
Depth of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from test hole:
Dep[h. inches Soil texture
0 - 6" Topsoil dark brown loam
6" - 12" Brown clay loam
Method of scratchine sidewall Knl f e
Depth of ora�•el in bottom of hole 2 inches
11-17-93 3 : 30pm 12
Date and hour of initial water filling , Depth of initial water fillin� inches above hole bottom
Method used ro maintain at least 12 inches of�vater depth in hole for at least 4 hours AutomatiC SiphOn
, �taximum ��arer depth abo��e hole bottom durin�test 6 inche�
Time Percolation
.�me inter��al. �teasurement. Drop in water rate. Remarks
minutes inches level, inches minuczs per
� inch
' 8 : 35 prefill 6
8 : 47 9 : 02 I " 3-5/8 4. 1 15 min
9 : 26 9 : 41 " 3-3/8 , 4. 5 " "
10 :08 10 : 23 " I 3-1/4 4 . 6 " "
�
I I �
� i I
I � �
� �
- � � � �
i i i ---
� I � i
� � �
�
� �
Percolation rate = 4 • 4 minutes per[nch.
� CERT. T00627
PERCOL:�TIOti TEST DAT:� SHEET
----�
P�rcolation �e�t readin��s made b�� S—P Testing , Ine. 11-18-93 8 : 48 <�
. On <tart�n�_ at
Lot7,Blk. l,Dickey site 3 � �� 11-17-93
Tes[hule loca[i.�n . Hole number . Date hole ��,i� .re, irecl
�' 'P�
Depth uf hole bor,om 12 inches. Diameter of hole 6 inches
Soi]data from tzst hole:
Depth. inches Soil tezture
0 - 10" Topsoil dark brown loam
10" - 12" Brown clay loam
Knif e
Method of scratchinQ side���al(
Depth ot�ra��el in botrom ot hole 2 inches
11-17-93 3 : 30pm 12
Date and hour of initial ��ater fillin� , Depth ofinitial water fillin� inches abo�•e hole bottom
Method used to maintain at least 1?inches of���ater depth in hole for at least 4 hours AutomatiC s i�hon
. �latiimum�vater de�th abo�•e hole bo[rom durin�_tese 6 in�hz�
; Time � � Percolation
:ime ` inrer�•al. �teasurement, � Drop in ��ater rate. Remarks
minutes I inches � level. inches minute�per
� � inch
� 8 : 35 � refill ( 6 � �
8 : 48 9 : 03 � " � 3-1/4 4 . 6 15 min
9 : 25 9 : 40 � " ! 3-1/8 4 . 8 � " "
10 : 09 10 : 24 ! " � 3-1/16 4 . 9 i " "
I
; I
, � �,
I � �
i
� I I i
I �
, i I �
i '
� � �
I
Percolation rate = 4 � 8 minutes per inch.
- — __ .
CERT.rr00627
PERCOL:�TI0�1 TEST DATA SHEET
Percolatic�n test readinoc made b�� S—P Testing , INC. 11-18-9 3 $ : 49 .�
�'� Y4i., �tartin«at p.m
Test hule location Lot 7,B 1 k. 1 ,Dickey s ite Hole number 4 11-17-9 3
. Da[e hole ��as prepared
Depth of hole bottom 1 ? inches, Diameter of hole 6 inches
Soil data from test hole:
Depth. inche� Soil texture
0 - 10" Topsoil dark brown loam
10 " - 12" Brown clay loam
Method of scratchine side�call K n i f e
Depth of gravel in bottom of hole 2 inches
11-17-93 3 : 30pm 12
Date and hour of initial «ater fillin� , Depth of initial water filling inches above hole bottom
Method used to maintain at least l2 inches of�vater depth in hole for at least 4 hours Automatie siphon
. Maximum w�aterdep[h above hole bottom during tes� 6 inches
Time � Percolation
a ime inter��al, � Measurement, Drop in�vater rate,
Remarks
minutes � inches level, inches minutes per
i
inch
' 8 : 35 refill � 6
8 : 49 9 : 19 � " 3-1/2 8 . 6 30 min
9 - 24 9 : 54 � " 3-5/16 9 , 1 " "
10 : 10 � 10 : 40 i " 3-3/15 � 9. 4 � " "
� I i
I
, , I
�
� � I
I i � j
� ' i
i ; _�-_ ;
I ; �
�
� ; I
� � �
Percolation rate = 8 • � minutes per inch.
� CERT.�00627
- PERCOLATI�N TEST DAT a SHEET
S-P Testing, Inc. 11-18-93 8 : 50 �a'�
Percolati��r, :e>t re::din�: made b�� on �tartin�a� �.r.•:.
Testholelo�alton Lot7 ,Blk. l ,Dickey site 5 11-17-93
. Hole number . Date hole ��as prepared
Dep[h of hole bottom 12 inches. Diameter of hole 6 inches
Soil data from tes[hole:
Depth. inches Soil texture
0 — 1 �" T�z�sc�i 1 �3ark hrnwn 1 c�am
10"— 12" Dark brown clay loam
Methodof�cratchin�side«all Knlfe
2
Depth of_ra�el in bottom of hote inches
Da[e and hour of initial ��ater fillin� 11-17-9�eptti of�r�it�al water fillino 12 inches abo��e hole bottom
i�lethod u�ed to maintain at least I? inches of���ater depth in hole for at least-i hours AutomatiC Slphon
. �taximum���ater depth abu�e hole buttom durin�tesc 6 in�i�e�
Time ( Percolation
:imz inter�al. �teasurement. Drop in ��ater rate. Remarks
minute� � inches i level. inches minutes per
i
i inch
• water remaining in �test hole
8 :50 ' 9 : 20 I 6 I 2-1/4 13 . 3 30 min
9 : 2 3 9: 5 3 i " I " " �� ��
10 : 11 10 : 41 � " j " �� �< <�
� I
' � I
� �
i
�
�
' � � I
, I — � 1
� � I
I ! I �
i
I I
Pe:colation race = 13 . 3 minutes per inch.
.
LERT.tt00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc. 11-18-93 8 : 51 �
Percolation test readin=s made b� �����%
- �n startin��ar �_._.._�
,:.,�r, p.m.
Test hole location Lot7 ,Blk. 1,DiCkey Slte HO1z number 6 . Date hole ��as prepared 11-17-9 3
Depth of hole bottom�inches, Diameter of hole 6 inches
Soil data from test hole:
Depth. inche� Soil texture
0 - 10 " Topsoil dark brown loam
10"- 12 rown c ay oam
Knife
Method of scratchino side«�all
Depth of gra��ei in bottom of hole 2 inches
11-17-93 3 : 30pm 12
Date and hour of initial water fillin� , Depth of initial water fillinQ inches above hole bottom
Method used to maintain at least 1? inches of water depth in hole for at least 4 hours AutomatiC S lphon
. �taximum water depth abo��e holz bottom durin�tesr 6
inche�
Time Percolation
:ime in[en�al. Measurement, � Drop in�t�ater rate, Remarks
minutes inches � level, inches minutes per
� inch
. 8 : 35 prefill 6 ' ;
i
8 : 51 9 : 21 I " i 4-1 4 . min
9 : 22 9 : 52 " ( 4-1 16 .
10 :12 10 : 42 I " ; g �,
I �
_ I � I
I I � �
� � �
�
� , I
I - ' I �
� i j �
! � � I
i I I
� ' I
�
Percolation rate = �• 3 minutes per inch.
�
'� 0 /�
�
O , O CITY OF ORONO
;,
� s � � Municipal Offices
r�, �. Street Address Mailing Address:
'� �j'�' 2750 Kelley Parkway P.O. Box 66
'Z9 .��i Orono, MN 55356 Crystal Bay, MN 55323-0066
kESH�
To: The Current Owner of Address 2635 COUNTRYSIDE DR W
City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in referral to the City Attorney for legal action.
System Identified as Non- mpliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump out Needed
Yes �No
The city recommends the septic tank(s) and/or lift tank be serviced and pum�=u4t ev� three
(3) years. City records indicate the tank(s) were last pumped out on �� ��
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
e�J��'.� � Q�
Inspector: Date of Inspection: O !��
Telephone �952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
�
• • • +
e
To: Orono residents on mound type septic systerns
From: Willie Gibbs, ISTS Manager
Date: May 10, 2Q06
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normai height, this grass cover aids
in the evaporation of large amounts of effluent (the liquid left after the "othe�' stuff has been removed)
in the summer time and allows the mound system to heip breakdown nitrogen in the effluent,
Do water the grass over the mound in extreme dry conditions, sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potential
freezing problems.
Do inspect your mound system annuaily for winter kill, (reseed if necessary) animal damage,
(burrowing) or signs of potential failure.
Do not plant trees or shrubs on the mound system, smalier trees and shrubs may be planted at the
edges. Remember, that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns or questions concerning your mound system
please feel free to call me, I can be reached at 952-249-4626.
1
_—
�.� 0�.
-/o 0
i�� �-���`��� �A ��' CITY of ORONO
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't,9 ' � ' g�i/ Mailing Address:
�'EggO � 2150 Kelley Parkway P.O. Box 66
Orora, MN 55356 Crystal Bay, MN 55323-0066 .
To Current Owner: Address:_ a 6 3 S �c 1�t��S;c�� flC . w ,.
City Ordinance 199 requires that each existing on-site sewase treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : �
1 "CODE SYSTEM" An ISTS which meets all the location,dzsi�and construction standards of the current Orono Municipal Code.
2 "COMPLL�:�1T SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but dces meet the three foot separation requirer.ient or ta�o foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-CO��LIANT SYSTEM" A prohibited ISTS;an TSTS located withina desi�nated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,desi�,or consUuction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS«ith less than three feet of unsaturated soil or sand between the distribution device and the limitin�soil characteristics.
TANK CONDITION(5-71: �
Tank inspection indicates:
5� Pumpout not needed at this time.
6 Septic tanl:s must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped 11— 3—oa. ).
Make sure se�tic tanl:s are aumped throu�h manhofe and not throuah white inspection nipes This allows for the
proper cleaning. Keen water softner and iron filter discharge out of septic svstem.
7 Inspection risers missin�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��ears,they should be pumped out now.
DRAINFIELD CONDITION(8-10): `1�
� Drainfield is dry,no surfacing evideot_
9 Some evidence of surfacin�,not critical yet.
10 Drainfield is saturated and visibly discharQin�untreared effluent to the surface. Contact the City Inspector
immediatel�. Repairs must be completed within 90 da}�s.
COMMENTS: Mo��� (�o1CS O�. _ fi�,���s ( o�(� ��L
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Date of Inspection l�tart Bolterman - Septic System Inspector
Note: In the event that thi;inspection report is used to saiisfy the requiremens for a mortga�e or other Vansfer of property,be advised tha[this report does not guarantee
or certify that an existin=s�stem w ill continue to function properly,but is merrl�an opinion of the adequacy ofthe system under current conditions based on the available
information.
Telephone(952)�9-�b00 • Fax(952)249-4616
w-w-�.riomno.mn.us
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$EgKO 2750 Kelley Parlcway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Ow-ner: O L 5��+� �,t , Address:_a63s �ov�Tr
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Cin Ordinance 199 requires that each existing on-site se«�age treatment s}-stem in Orono be inspected e��ery n��o years.
TL:on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked belo�v.
SYSTEM CONFORMITY (1-3): I
O ��C�]�E S�'S��'1�� �rt ISTS which meets all the location,design and construction standards of tha current Orono Ntunicipal Codz.
2 ��C��'�L,IL��SYS�M" An ISTS wtuch does not mezt all the location,design and construction standards ofthe current Orono hfunicipal
Code but does meet thz three Foot sepazalion requirement,and which is not failing or an imminent threat to public health or safety.
� ��NON-CONIPLIANT SYST'EM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not mzet all tha location,design,or construction standards ofthe currrnt Orono�funicipal Code and which is failing for any reason;and
any ISTS with lzss than three teet of unsaturated soil or sand between the distribution device and the]imiting soil characteristics.
T'_4�VK CONDITION(5-10): S
Tank inspection indicates:
OPumpout not nzeded at this timz.
fi Tank must be pumpzd out this year (city code rzquires tanks to be pumped out avery 3 yzars. Tank was last pumped 7� 0 v ),
7 Solids accumulation in tanks is at a critical a critical IevzL Tanks should bz pumped out as soon as possibla.
s Systzm is discharging to the surface. Tanks must be pumped out wiUun 48 hours to eliminate surface discharge.
y Inspection risers missing-tanks could not ba inspzcted. Inspzction risers(4"dia.pipe)must bz installed in each tank at nest pumpout If tankc
have not been pumped out withirt thz last t}uee years,they should be pumped out now•.
10 Inspaction pipe is located directly over tank baYlle(does not givz accurate mzasurzment of solids accumulation). If tanks have not been pumped
out within the l:ast thrzz years,they should be pumped out now.
DR�INFIELD CO�IDITION(11-14): �
1 1 Draintizld is dry,no surtacing evident
1� Some evidence of surfacing,not critical yet
13 Draintield is saturatzd and visibly dischazging untreated e@luznt to the surface. Contact ihe City Inspzctor immediately.Rzpairs must be
comptzted within 90 days.
1-� Draintield eY2rnt and condition unknown.
CO�'fi�NTS: -tr-� c.qtc.�.��•q�pP1�C,r o � Movr�a SYste�. (Oo�S �Ir
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Date of Ins eclion �
p Septic System Inspector
hote: In tha event that this inspection report is used to satisfy the requuements for a moRgage or other transfzr of propeRy,be advised that this repoR does not g�arantze
or:rrtity that an e�cisting system wiii continue to function properly,but is merely an opinion of the adequacy of the system under currrnt conditions based on the s:ailable
infortnation.
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CITY of ORONO
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�'�$EggO�'� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: ' Address: 2635 Countryside Dr. W.
Permit #'s: 7077 Dates: 7/12/95 Contractors: Clover Hill Co.
(This is [,X] an existing system [ ] new construction) .
STEM COMPLIANCE (1-3) : 1
1 Code System: Meets or exceeds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
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(The saturated soil level is [�] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
TANK CONDITION (S-9) : 6
5 Pumpout not needed at this time.
� Solids accumulation in tanks indicates they should be pumped out this year.
System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [� or are not [ ) water tight or the condition is [ ] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
D INFIELD CONDITION (11-14) : 11
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. ) : low
COMMENTS:
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Date of Inspection 'c System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone(612)249-4600 • Fax(612)249-4616
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�9'�'�,,:��`��-��;g� Street Address: Mailing Address:
kEsgO 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
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Owner: ..� / ���j�� Address: 2635 Countrysida Dr. W.
Permit #'s: 7077 Dates: 7/12/95 Contractors: Clover Hill Co.
(This is [�] an existing system ( ] new construction) .
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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 Svstem: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom
of the drainfield and the saturated soil level.
(The saturated soil lavel [�] has or [ ] has not been idantified at this time. If the
saturated soil leval has not been identified, this classification is subject to ravision.)
K CONDITION (5-9) : 5
5 Pumpout not needed at this time.
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.
(During the last septic tank Maintenance Pumpout tha tanks [ ] ware or [ ] wera not confirmed
to be watertight by the licensed pumping contractor. If tha tanks ware not confirmad to be
watertight, this classification is subjact to revision.)
INFIELD CONDITION (11-14) : 11
11 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.) : low
COMMENTS:
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Date of Inspection S tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510