HomeMy WebLinkAboutSeptic info(including 2006 septic design) . ,
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Septic System Site Plan
50 Landmark Drive
Long Lake, MN 55356
Prepared For:
Jeff Ripley
Streeter & Associates, Inc.
CCi'TT�'t�'UR�AI�
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'�IS SYSTEM�DESIt�lED fi� � �
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OF BEDR041�S�t�I�Up�,��, �r,u����acc��e�u�r
4'��a a��a.,6r r.M►�tan�a. xx�.Iqa'�.doM.
ia!rn oomp�is�ae�rh��ii�ap��pMF,ait�sodr.
Requinmeat:iaci�tlems not rpeciP�cAtty�otedfa Wi►1�
iG68P 1'�iIS pLAdf�2'p1�$IT�A3'Il�k�.T.U�+16�I
Prepared By:
Miller's Sewage Treatmeot Solutions
9075 155`h Street
Kimball, MN 55353
February 28, 2006
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HYDRAULIC PROFILE �
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I MANIFOLD ELEV.=107.25t I
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( - _ _- ------- -_ --_-- I
I _______ ____ _____ ____ ___ _____ I
� Line is to be laid to provide drain-back I
Iafter pump shuts off I
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93.0 I
� 20'+
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�oo �or, � �,. �� �
I 3eptic TaNc �TaNc
( s� r� �
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I s�.o I
� No-�: , I
I Elevations are approximate and may need to be � I
ad justed in the field.
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Mound Design Worksheet (EXISTING MOUND ADDITION)
All boxed rectangles must be entered,the rest will be calculated.
A. FLOW �r 1' Fshn°icd Sewape Rans�Gd°ro Per Day
Esamated 750 gpd(see figure A-1) �,� q�I C�Ss II C�ss ill q�s IV
or measured 0 x 1.5(safety factor)= 0 gpd 2 �p 225 �80 b0�
B. SEPTIC TANK LIQUID VOLUMES 3 450 300 218 of the
Septic tank capaaty 2300 gallons(see f�ure G1) 4 � 375 256 values
5 750 �i0 294 in 1he
C. SOILS(Site evaluafron data) a 900 525 332 qa�I,
1. Depth to restricting layer= 1.5 feet > >�� � 370 I,or ql
8 1200 6�5 d08 cd�ru,
2. Depth of percolation tests= inches
3. Texture LOAM _
4. Soil loading rate(see Figure D-33 0.6 gpol ft�
Percolation rate 6.7 MPI
5. %Land Slope 1 % D-33: Absorptbn R'Itph SIaJ�Tabk
Percolmroo Rate Loading Rate
in Atinute�Fer Swl Texnne Gelbro Absory+uon
C-l: Se k Tank C cftks I in tllonsi �`° �'e`d'y R'"°
n�r� �f�
�.iqilld Cd�1,9t� Fauer tl�au 5 Coarse Sand 1.20 l 00
Number of :�linimwn L�qwd L�qwd capacity w�ith with d�sposal& "'�,;,y�ad
Bedrooms Capaat�j gart�age d�s�sal ��ft instde Fme Sand
�-
16�0 30 Loam O.eO 2 00
2 OC�eJS �� 1��5 ]i()() 31 to 45 Silt Lwm � 0.30 2 40
3 or�3 l OGi) 1�00 :t�) ,6�0 6o s�,ay<a.> o.as a s�
S Of b ��} �.�.� ���) Silc?•Clay Lo�m
'',8 ar 9 200� 3000 �
61 to 120 Salty l:�ay O.:a 3 00
Sandy<:la�.
��-
Slower tban 130'
`S��sWm d�tipM for tles�aoilf mua Ee Mr�a prfamaoc�
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer: Item A x 0.83=
750 gpd x 0.83 ftygpd= 630.0 ft�
2. Determine rock layer width =0.83 ft�/gpd x Linear Loadin Rate(LLR)(see LLR cha�t)
0.83 ft�lgpd X 12 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
630 ft I 10 feet= 63.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
220 X 1 ft= 220.0 ft3
2. Divide ft�by 27 ft31yd3 to get cubic yards
220.0 ft3 / 27 = 8.1 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
8.1 yd3 X 1.4 ton/yd3 = 11.4 tons
F. ABSORPTION WIDTH
1. Abso tion width uals absorption ratio(see Figure D-33)times rock layer width
2 x 10.0 ft = 20.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1°k)
1. Downslope absorption width=absorption width minus rock layer width
20 feet - 10 feet= 10 feet
2. Calculate mound size
UPSLOPE
a.Determine depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3 ft - 1.5 ft= 1.5 feet
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot)
1,5�+��+1ft= 3.5 feet
c.Upslope beRn multiplier based on land slo see figure D-34)
Select berm multiplier of 3.85
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.85 x 3.5 ft = 13.5 feet
[134: SLOPE MULTIPLIER TABI.E
l�nd VPSLOI'E DOWtiSLOPE
Slo�e inultiplir�s tw•a•arious mwlKplie�a forvuious
in.o slopr ralios slope ratios
3:1 4:1 5:1 6:1 7:1 B:1 3:1 a:l 5:1 6:1 7:1
0 3A 9.0 5.0 6A 7.0 11.0 3A a.0 SA bA 7A
1 2.41 3b5 4.^6 5.66 6.Sd 7.41 3.09 4.17 5.2ti 6.36 753
2 2.b3 3.70 4S! 59ti 6.1•t 6.96 3.19 a.3� 5.56 682 8.14
3 2.:5 3.57 a3a 5A6 5.'.•9 5.;5 330 4.5�1 5.88 732 B.Bti
4 2.b6 3.� 41i 4b1 5.�6 4JOG 3.4! 4..^6 6?5 '.69 9.72
S 2.61 333 4A0 4.62 5.19 S.T1 3S3 5A0 6.6: 8S 10.77
G 2Si 3.?3 3.85 4.41 473 5.�1 3.66 5.26 7.14 9.� l2.07
: 2.18 3.12 3.:'�D 421 4J0 5.11 3.e0 5.56 7b4 1031 13.i3
8 2.�{2 3A3 3.S 4.06 9.� 3.98 31)S S�B 1133 1151 t5.91
9 2�6 2.?1 3.�5 390 9J0 �1.65 �1.11 b.25 9A9 13ht 18.�12
10 231 2.86 333 3.75 4.12 9.+f 429 6.67 10A0 I5.00 2333
11 2.26 2.'6 723 3b1 3.95 �.26 �.48 '.lA I7.11 l^.b5 �0.�3
12 221 2.'U 3.12 3.d9 3.80 �1.OB �1rbN �.W1 1250 21.d1 �3'S
DOWNSLOPE
e.Drop in eleva6on=rock layer width(D2)times percent landslope(C5)I 100
10 ft x 1 �6 I 100= 0.1 feet
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rodc layer(2b)
0.10 ft + 3.5 ft= 3.6 feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) 4.17
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2�
4.17 x 3.6 = 15.0 feet
i.Select greater of G1 and G2h as the downslope width 15.0 feet
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i)
13.5 ft+ 10.0 ft+ 15.0 ft= 38.4 feet
k.Total mound length is the sum of upslope width(G2d)ptus rodc layer length(D3)
plus upslope width(G2d)
13.0 ft + 63.0 ft+ 15.0 ft= 91.0 ft
Final Dimensions 38.4 ft x 91.0 ft
LAYOUT
1. Select an appropriate scale;one inch= Ofeet
2. Show pertinent property boundaries,rights-of-way,easements
3. Show location of house,garage,driveway,and all other improvements,existing or proposed.
4. Show location and layout of sewage treatrnent.
I hereby certify that I have completed this work in accordance with all appiicable ordinances,rules and laws
(signature) /r'l� (license#) Z Z�� (date)
La.ndslope > 1°Io slope
<< c��_i�� ,<< <
<<: � � «��..«.
L `�`,<<�(.�� «<i <«<.«_<««<`. �.��
-�►C�c[ [�[lf[[ t[�[t[t itlL�i[i�t[t��Ci i[[i�[CC[ti�
�c `cf�`<<. 6�TC SC��
`iFi° `�isu.oaa�a s�er��sera
see�eeec c<aeree�esaescceeseoas�iiiiea.esea�ea
���.i e`�eCL�ii
oeseeeeeaeac� �'
•fEiEii�e 0°ii uiiiu a�eaeaa�ecc.eaoa "�i`'
�€€�€.<< <€€�°�°°.€.�°€ Qean Sand ft �,€�€€«..�.:<<.€«
",----....�. ..«:<i€�.<€.€€.«i� _ �.
_• °°`°"` «<<« <eee�et.a.e¢e¢eatee�ecee«€€<i€€@@�€«<.€@r.€«<�
�11'c�t1U11� ft � � •���-
..�...�.�....
—__ Restn��t�Layrr I
U�r-lopr4ri�lthcG2d) Du«7i:�o YN.ith(G2i) -.
���-ft Rrck 14idthlD�) i�- ft
tt —�z
"'' Upslope 4Vidth(G2d)
3� � � �� �- r�
<vl Rc�dC Bed �� Upslc�pe445dth(G2d}
ao l.`psl HV9dtil(G2d? Vr9dth(D2) ��_ft
� _�ft L,ertgth(D3)�.3._
3
�
� (�!'i
F �0�
�.__
Tdal La�gth(G2k) !� ft
PRESSURE DISTRIBUTION SYSTEM - Trenches
C:a-c.ecx�ilo f hnc
��tW� Ylar� AT
All boxed reCtangles must be entered,the rest will be celCulated. ���,�k
r�r�s:<:.yz�i�b^-i ia'
r«r��..es�s._5.
1. Select number of perForated laterals: 03
2. Select perforation spacing= �ft F���++�o���i¢Khv«b�
par blsd b puQaiea c10%d�et�p�valaNan
3. Since perforations should not be piaced closer that 1.0 foot to �,�
the edge of the rock layer(see diagram), subtract 2 feet from ' " ' '. "'°"
the rock la er len th z.s e �a �e �e
63 -2 ft= 61 ft a.o a ts i� za
rock layer length '' � �� 16 �
4.0 7 17 15 29
5.0 6 1C 14 72
4 Determine the number of spaces between perforations.
Divide the length(3)by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 61 ft/ 3 ft= 20 spaces
5. Number of perforations is equal to one plus the number of perforation spaces(4).
*Check figure E-4 to assur�e the number of perforations per lateral guarantees
< 10%discharge variation.
20 spaces+1 = 21 perforations/laterai
6. A.Total number of perforations=perforations per laterai(5)times number of laterals(1).
21 perfs/lat x 3 laterals= 63 perforations
E6: Perforolfon pscharpe in flpm
B.Calculate the square footage per perForation. pertorotion diameter
Should be 6-10 sqft/perf. Does not apply to at-grades. h�d �,xh�
1. Rock bed area=rock width(ft)x rock length(ft) ���t� t I 3/16 7132 1/4
10 ft x 63 ft= 630 ft� t.oa 0.18 0.42 0.5b 0.74
2. Square foot per perforation=Rock Bed Area/number of perfs(6)
630.0 ft� / 63 perfs = 10.0 ft�/perf 2.Ob o.26 0.59 0.8o t.oa
5.0 0.41 0.94 1.26 1.65
7. Determine required flow rate by multiplying the total number U�9�+�.or��a�..���.�;�-r m��,r,-nkg.
of perForations(6A)by flow per erforations(see figure E-6) C��9�z.or:��r-��.:,.�,r,f, .��..
63 perfs x 0.74 gpm!perfs= 46.6 gpm
8. If laterals are connected to header pipe as shown ( -= ""'r""`� ^'
in Figure E-1,to select minimum required lateral i __- - ``�-� r^
diameter,ente�figure E�with perforation spacing(2)and i '' - ____ ��•�" '
number of perforations per lateral(5). , �>,:=_= �<<_- ,,-�
, ._,....., ,
L_Rqu�E-1:ManHbld lxal�d af End d SysNm �.
-__--..-_ -- ---___-__J
Select minimum diameter for perforated laterais= NA inches
9. If pertorated lateral system is attached to manifold pipe �E-Z:M�� _ :- '� s
n c.nwe a�,.MM* --
near the center, like Figure E-2, perforated lateral length(3) --=_-`�" � _ -_ -�'
and number of perForations per lateral(5)will be approximately __.. � �.��,_ -
one hatf of that in step 8. Using these values,select - " t `� ,
minimum diameter for perforated lateral= 1.5 inches. � �-
,.�., ..�,
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
(signature) L g� (license#) Z`Z��� (date)
PUMP SELECTION PROCEDURE
All boxed rectangles must be er�ered,the rest will be calculated.
1. Determine pump capacity:
A Gravity Distributlon
1.Minimum requi�ed discha�ge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10%greater than the water
supply rate,but no faster than the rate at which effluent will flow
out of the distribution device.
B. Pressure DisMbution-see pressure design worksheet soii rreatment system
&point of dischorge
�:; ,
Selected Pump Capacity: 46.6 gpm �otai�pe
length
2A.eievotion
inlet "� di(ference
2. Determine head requirements: pipe ;;
:: ---- :
A. ElevaGon difference between pump and point of discharge. !� '
20.25 feet '•'• = ------------------�-------- ------
I:
B. Special head requirement?(See Figure-Special Head Requiremenfs)
�feet Speaal Head Requirements
Gravity Distribution Oft
C. Friction loss Pressure Distribution 5ft
1. Select pipe diameter �2 in(insulate entire line)
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read friction loss in feet r 100 feet from Figure E-9 �4�c�an Loss in Plaslk Pfpe
Friction loss= 3.4 ff/100 ft of pipe �����1
nomna�
pipe dameler
3.Determine total pipe length from pump discharge to soil system discharge point. ��u� 1•5" 2' 3'
Estimate by adding 25 percent to pipe length for fitting loss.
E uivalent i length Gmes 1.25=total pipe length 2Q 2•47 0.73 0.11
205 ft x 1.25= 256.25 feet �5 3.73 1.11 0.1 b
30 5.23 1.55 0.23
4.Calculate total fiction loss by multiplying friction loss(C2) 35 6.94 2.OG 0.30
by the equivalent pipe length(C3)and divide by 100. � 8.91 2.64 0.39
FL= 3.4 ft/100ft X 256.25 ft / 100= 8.7 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Total head requirement is the sum of elevation difference(A),spectial � 4.76 0.70
head requirements(B),and total friction loss(C4). b0 5.60 0.82
20.25 ft + 5 ft + 8.7 ft b5 6.48 0.95
70 7.44 1.09
Total Head: 34.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 4&6 gpm(1A or B)
with at least 34.0 feet of total head 2D.
I hereby certify that I have com eted this work in accordance with all applicable ordinances,rules and laws.
�� (signature) �y G�� (license#) �-2�"�� (date)
DOSING CHAMBER SIZING
All boxed rectangles must be errtered,the►esf will be cakulated. Width
1. Determine area
A. Rectangle area=L x W
�� ft x �ft = 0 f� Length
B. Circle area=3.14 x radius2
3.14 x 2 ft = 0.0 it�
C. Get area from manufacture it� Radiu
2. Calculate galbns per inch
There are 7.5 gallons per cubic foot of volume,therefore multiply the area(1A,B or C)
6mes the conversion factor and divide by 12 inches per foot to ca�ulate galbn per inch.
Surface area x 7.5/12= 0� x 7.5 / 12in/ft = 29.41 gallon per inch Legal Tank:
•PER DARWIN PRECAST 500 gallons or
3. Calculate total tank volume 100%the daily flow
A. Depth from bottom of inlet pipe to tank bottom 52 in or Afternating Pumps
B. Total tank volume=depth from bottom of inlet pipe to tank bottom(3A)x gaUn(2) ,4i:c�,,,,,,d a.�o•a�.ti s�v oou
= 52 in x 29.41 gal�n = 1529.3 galbns �� �� �� ��� �N
4. Calculate gallons to cover pump(with 2-3 inches of water covering pump) a � ��'oo i�a d�"i►,.
(Pump and block he' ht+2 inches)x gallon per inch s � � �4 �`
( 12 + 2 in) x 29.41 gal�n = 411.7 gallons � � � � �'°'�
� ,oso eao �o �.a.a
e �2m e�s eoe �a►.f...
5. Ca�ulate total pumpout volume
A. Select pump size for 4-5 doses per day. Galbn per dose=gpd(see Figu�A-1)/dases per day=
750 gpd 1 04 doseslday = 187.5 gallons
B. Calculate drainback
1. Determine total pipe length 205.0 ft �
2. Determine liquid volume of pipe, gaUft(see figure E-20) �
3. Drainback quanGty= 205.0 ft(561) x 0.17 gal/ft(562) 34.9 y E-20: V�lume of Li uia ia Pi e
C. Total pump out volume=dose volume(5A)+drainback(583) �pe��eter Gallons per foot
187.5 gallons+ 34.9 gallons= 222.4 1 0.045
1.2.5 0.078
6. Calculate float separation distance(using total pumpout volume) 1.5 0.11
2 0.17
Total pumpout volume(5C)I gal�nch(2) 2.5 0.25
222.4 gal / 29.41 ga�n = 7.6 inch 4 o.b�b
7. Ca�ulate volume for alartn(iypically 2-3 inches
Alarm depth(inch) x gallon�nch(2) = 3 in x 29.41 gaUn = 88.23 gal
8. Calculate total galbns=gallons over pump(4)+gallons pumpout(5C)+gallons alartn(7)
411.7 gal + 222.4 gal + 88.23 gal = 722.3 gal
9. Total tank depth=total gallons(8)/gallon�n(2) '
722.3 gallons/ 29.41 gal�n = 24.6 p�
� e,s�rv�e ca�cit `
� aiann on
Recommended ; _ oont�a
o pimpout vd ume
Calculate reserve capacity(75/o of the daily flow) � __�____________ __ _ punp on
Dail flow x 0.75 = 750 x 0.75= 562.5 allons € ��� � coMra
I hereby certity I completed this work in accordance with all applicable ordinances,rules and laws
(si9nature) l l`� (license#) Z'27z� (date)
Mound Design Worksheet (FUTURE)
Ali boxed rectangles must be entered,the rest will be ca�ulated.
A. FLOW k 1: Fsl�naled Sewape Aans in Galars Der Da!
Estimated 750 gpd(see figure A-1) �� �� �h ���� �ry
or measured 0 x 1.5(safety factor)= 0 gpd 2 �pp 225 �80 60�6
B. SEPTIC TANK LIQUID VOLUMES 3 �i0 300 218 of the
Septic tank capacity 2300 gallons(see figure G1) 4 b00 375 256 val,es
5 150 450 294 in the
C. SOILS(Site evaluation data) e 900 525 332 qa�I,
1. Depth to restricting layer= 1.7 feet > >� � 370 I,aul
8 1200 615 408 cckgrr�a,
2. Depth of percolation tests= inches
3. Texture LOAM
4. Soil loading rate(see Figure D-33 0.6 gpd/ft�
Percolation rate 4 MPI
5. %Land Slope 9 °� D-33: Absorptbn N IrMh Sising Table
Porcolaroo Rate Lond�ag Rate
in Minan per Swl Texture GelloM Absorywon
C-1: Se le Tank C ifks 11n allons� �"`" �"°ay'pe� R�'°
hlPl asve foa
(,)qUtd Cd�Clt� Faaer�lun S Cavse Sand I.20 l 00
Number of :��ticumwn laywd Irquid capacity with �,1����� "��;y�;a
Br�oams Capac�t}� garbagc d�s�osal lifi inside F�ne5a.Lnd� _
2urless �50 I1�5 ib�oso o.ao �oo
1 i()() 31 W�5 �i1t Loem 0 SO 40
3 or� I OfiO 1�00 2W1) +6,0 60 �r.i�. o.as z 6�
5 cx b 150G 2I.50 3U1)I) si��•c.tay t.o�m
",8 or 9 �004 3000
61[0 120 S�Jq•t:]�y 0.?� 5 00
Sandy Clay'
CI -
�lower thn 12 '
'SysYnn deaipM for fher voit�mua E�uArr a prfumaec�
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer: Item A x 0.83=
750 gpd x 0.83 ft�gpd= 630.0 ft
2. Determine rock layer width =0.83 ft/gpd x Linear Loadin Rate(LLR)(see LLR chart)
0.83 ft�/gpd X 12 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
630 ft� I 10 feet= 63.0 feet
E. ROCK VOLUME
1. Mul6ply rock area by rock depth to get cubic feet of rock
630 X 1 ft= 630.0 ft3
2. Divide ft tiy 27 ft3lyd3 to get cubic yards
630.0 ft/ 27 = 23.3 yd3
3. Multiply cubic yards by 1.4 to get weight of rodc in tons;
23.3 yd3 X 1.4 tonlyd3 = 32.7 tons
F. ABSORPTION WIDTH
1. Abso tion width uals abso�p6on ratio(see Figure D-33)times rock layer width
2 x 10.0 ft = 20.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1�0)
1. Downslope abso�ption width=absorption width minus rock layer width
20 feet - 10 feet= 10 feet
2. Calculate mound size
UPSLOPE
a.DeteRnine depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3 ft - 1.7 ft= 1.3 feet
b.Mound height at the upslope edge of rock layer=depth of dean sand for separation(G2a)
at upslope edge plus depth of rodc layer(1 foot)to depth of cover(1 foot)
�.3ft+1ft+1ft= 3.3 feet
c.Upslope berm multiplier based on land slo e see figure D-34)
Select berm muldplier of 2.94
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
2.94 x 3.3 ft = 9.7 feet
L3-34: SL.OPEMULTIPLiERTABLE
land UPSI,OPE QOW\75L01'E
Slo�e multiplit�storv�rious malliyiir�sforvuiour
in.o alope ratios slope r�tios
3:1 4:1 S:l b:l T:1 8:1 3:1 4:1 5:1 6:1 7:1
0 3�0 4A 5.0 6A TA 8.0 3.0 �LO SA 6A 7D
1 2.91 3�6 4.76 566 6.Sf 7.31 3.09 �.1^ 5.2ti 638 753
2 2.63 3.i0 �1S1 5�O 6.l4 6.90 3.19 �L3� 5.54 6.A2 3.1�{
3 2.i5 3.57 4Jo 5.OS 5.'1�l 6.�t5 330 4S1 5.86 732 B.Bti
9 2,66 3.� 4.17 4.6! SA6 6Ad 3.41 4:'6 6.25 '.89 9v 2
5 2.b1 333 4A0 4.62 5.19 5.:1 353 5A0 6b7 8.S! IO.i7
G 2S{ 3.23 3.86 4.�1 4.'yS 5.41 3.b6 5.26 7.1� 936 12.Ot
: 2.�6 3.t2 3.^0 �1.21 470 5.13 3.b0 556 7.b9 103�1 13J�
B 2.�F2 3A3 3.5: 4JD6 4.�{9 4.�6 3.95 5.� 833 i 1St L5.71
9 2.36 2.4f 3.�Ls 3.90 �L90 4.65 �1.11 6.25 9A9 13A4 Ib.92
!0 231 2.96 333 3.:� 4.12 4.4t 4.29 Bb7 IOAO I5.00 2333
ll 22ti 2.'d f23 3b1 3.95 4.26 � :'.ld il.11 77.45 30.43
11 221 2.'0 3.12 3.d9 3�80 9.OB �.49 ^�ti9 1250 21.d3 �3.�5
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100
10 ft x 9 �6 /100= 0.9 feet
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.90 ft + 3.3 ft= 4.2 feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) 6.25
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2�
6.25 x 4.2 = 26.2 feet
i.Select greater of G1 and G2h as the downslope width 26.2 feet
j.Total mound width is the sum of upslope(G2d)width plus rocic layer width(D2)plus downslope width(G2i)
9.7 ft+ 10.0 ft+ 26.2 ft= 45.9 feet
k.Total mound length is the sum of upslope width(G2d)plus rodc layer length(D3)
plus upslope width(G2d) � ,0 8`��v
13.0 ft + 63.0 ft+ � ft= -�94�9 ft
Final Dimensions 45.9 ft x 91.0 ft
LAYOUT
1. Select an appropriate scale;one inch= 20 feet
2. Show pertinent property boundaries,rights-of-way,easements
3. Show loca6on of house,garage,driveway,and all other improvements,existing or proposed.
4. Show location and layout of sewage treatment.
I hereby certify that I have completed this wo�C in accordance with all applicable ordinances,rules and laws
(signature) l�l?i! (license#) �"Z��'6 (date)
La.ndslope > 1%� slope
<<<c��;�< <<
«.«:<i . < i:<<
�.««...: .<<----------- <<..�::<<.
�:.« «i<<< .««<«:<i�:««<< :.;
�����°<«: <«� :�:��..«<..��:< <i««,<i��.�
.. � �€<i:€�€. < <, �.�....�.:� :«<€: <<.���.�. b'Tc�psoN
«,«., �€€�€�€�€.€�°
::::�:��z�€:€€€:€�.«<€€:::�`C�c��.�n Sand". �t� .�€«.<«€... ���
[ tit[[[iLtttti[ i[t<C `
[[t[[ct[[�[[[C [�i`
"�^'�r�`�^�• CL[CLiC[ct[ C[[t[ [CCL[[i[CLti[[L[l Ctiltt[[L[LL[ttC[[i[[il'L[[Ctt[C�[.
�eparah� �, 7 ft .:.�. ..r..r._..
— Rescn��ting layrr
U��lopQ ' ftf2�) Reck 1Yidt ttD2) �"71�a�� .IUNfC"2i) --
---t{t—
�i upsl�peyv��hcc;2d�
�s yI r�
�
�v R�-� � U�Slope 41rYdthiG2d}
x l.'psl e�'15dL11(G2d} �'49dth(CT2) �� 1'� _!t
s �ft Length{p3}�_ �.
�
�
�
� ���2
ro'
�__
Tdal Length{G2k)_ ��ft
SOIL PROFILE LOG •
Client: Streeter& Associates_ Date:_2/14/06 Completed By: _Jeremy George
Project/Le�aUAddress:_50 Landmark Drive
Type of Observation: Bucket Auger
Vegetation:wooded area
Landscape Position: side slope
Observation# 1 Elevation: 104.7
Horizon
De t6 Soil tezture Matrix color Redox. Color s or Features Sha e Grade Consistence
0-9 Loam l0yr 2/1 Blocky Weak Friable
9-18 Clay loam 2.Sy 4/4 Blocky Weak Friable
18-20 Clay loam 2.Sy 4/4 l0yr 6/6+6/2 Blocky Weak Friable
20-30 Clay loam 2.Sy 4/3 l0yr 6/8+5/2 Blocky Weak Firm
Depth to Restrictive layer: 1.5 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
SOIL PROFILE LOG �
Client:_Streeter& Associates_ Date:_2/14/06 Completed By: _Jeremy George
Project/LegaUAddress: 50 Landmark Drive
Type of Observation: Bucket Auger
Vegetation:wooded area
Landscape Position: side slope
Observation#2 Elevation: 104.8
Horizon
De th Soil teature Matrig color Redox. Color s or Features Sha e Grade Consistence
0-10 Loam l0yr 2/1 Blocky Weak Friable
10-15 Clay loam 2.Sy 3/2 Blocky Weak Friable
15-19 Clay loam 2.Sy 4/4 Blocky Weak Friable
19-36 Sandy clay loam 2.Sy 4/3 l0yr 6/8+5/1 Blocky Weak Firm
Depth to Restrictive layer: 1.58 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
SOIL PROFILE LOG '.
Client:_Streeter& Associates_ Date:_2/14/06 Completed By: _Jeremy George
ProjectlLegaUAddress:_50 Landmark Drive
Type of Observation: Bucket Auger
Vegetation: wooded area
Landscape Position: side slope
Observation#3 Elevation: 102.8
Horizon
De th Soil tezture Matriz color Redox. Color s or Features Sha e Grade Consistence
0-12 Loam l0yr 2/1 Blocky Weak Friable
12-30 Sandy clay loam 2.Sy 4/4 Blocky Weak Friable
30-37 Fine sandy loam 2.Sy 5/4 l0yr 6/8+5/1 Blocky Massive Friable
Depth to Restrictive layer: 2.5 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
SOIL PROFILE LOG �
Client: Streeter& Associates Date: 2/14/06 Completed By: _Jeremy George
Project/Legal/Address:_50 Landmark Drive
Type of Observation: Bucket Auger
Vegetation:wooded area
Landscape Position: side slope
Observation#4 Elevation: 102.1
Horizon
De th Soil tezture Matriz color Redox. Color s or Features Sha e Grade Consistence
0-12 Loam l0yr 2/1 Blocky Weak Friable
12-28 Sandy clay loam l0yr 4/4 Blocky Weak Friable
Hit Rocks
Depth to Restrictive layer: >2.33 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball, MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
SOIL PROFILE LOG �
.
Client: Streeter& Associates Date: 2/14/06 Completed By: _Jeremy George
ProjectlLegal/Address: _50 Landmark Drive
Type of Observation: Bucket Auger
Vegetation: wooded area
Landscape Position: side slope
Observation#5 Elevation: 100.0
Horizon
De th Soil tezture Matrix color Redoz. Color s or Features Sha e Grade Consistence
0-12 Loam l0yr 2/1 Blocky Weak Friable
12-20 Sandy clay loam 2.Sy 4/4 Blocky Weak Friable
20-32 Fine sandy clay loam 2.Sy 5/4 l0yr 6/8+5/1 Blocky Weak Friable
Depth to Restrictive layer: 1.7 ft.
Depth to standing water table: not encountered
Other comments:
MSTS
Kimball,MN 55353
Phone: (320)398-2705 Fax: (320)398-2075
2/25/02 Water/Wastewater-ISTS4.31
_ �► � Compliance Inspection Form for Existing
If1dIVIC�L11� S@W89e TI"eat111E11t S�/SteR1S Minnesota Pollution
� Control Agency
CompfetJon of this iorm fulfills the minimal requirements of Minn. Stat. § 115,55(2001)end Minnesota R. ch. 7080(i999�, Please refer
to local ordinances for other requirements or intormation,especielly for complience requirements for bedroom additions,
G ra
Date of Inspection: Rea n for inspection: �(.�<
�
Property Owner(s) l� 'Telephone ( )
Person requesting inspection Y� � �Yl Telephone ((pl�. $17'����
Site Address City [��� Zip Code�����o
Fire No./Parcel No. County � , C,�I� � �.r/ Township
Legai Descriptlon
Local Regulatory Authority
Date system constructed System in Shoreland Area ye no System in Wel[head
Protection Area: yes�5ystem serving a MDH licensed facility: ye o ocal Permit # (if any)
Systems built prior to April 1, 1996 and not located in Systems located in Shoreland or Wellhead Protection
Shoreland or Wellhead Protection Area or Serving a Food, Areas or Serving a Food, Beverage or Lodging
Beverage or Lodging Establishment Establishment, or systems 8uilt afiter
March 31 1996
Is the svstem an imminent threat to nublic health or Is the svstem an imminent threat to oubiic health
e ? (a yes answer is an I7PH5 system) or sa#etv? (a yes answer is an ITPHS system)
-Discharge of sewage to the ground surface? YES NO - Discharge of sewage to the ground surface? YES f�
-Discharge of sewage to drain�le or surFace waters? YES NO -Discharge of sewage to draintile or surface waters?YES
-Sewage backup into dwelling? YES NO -Sewage backup into dweiling? YFS
-Sftuation with the potential to(mmediately and -Situation with the potential to immediately and
adversely impact or threaten public health or adversely impact or threaten public health or
safety? YES NO safety? YES �
is the svstem failing? (a yes answer is a failing system) Is the svstem failing? (a yes answer is a failing system)
-Less than T1N0 feet of vertical separation between -Less than THREE feet of vertical separation between
"system bottom and saturated soil or bedrock? YES NO system bottom and saturated soil or bedrock? YES
-A seepage plt,cesspool, drywell, or leaching pit? YES NO -A seepage pit,cesspool, drywell, or leachfng pit? YES
Is the svstem non-comnliant? Is the svstem non-comuliant?
- Is the system regulated under a monitoring plan or - ls the system regulated under a monitoring plan
operating permit? (if no,go to page 2) YES NO operating permit? (if no,go to page 2) YES
If yes, !f yes,
- Has ihe required monitoring taken place? YES NO - Has the required monitoring taken place? YES NO
(Il no, the sysfem is non-complying) (If no, the system is non-complying)
- Does the monitoring indicate that the system meets - Does the monitoring indicate that the system meets
performance expectations? YES NO performance expectations? YES NO
(If no, the system is non-complying) (If no, the system is non-complying)
Page 1 of 2 wq-wwists4.31
T 'd z6Z£-EG8 [zS6] puntpamg ysoC eib �0i 90 EO �oN
-• Site Sketch:
.. .. . .. . .. .. ' .. .. .. i .. � .. . . . . . . .. . .
. .. : . ...:�,. ..�.: .. . ...�.. ,. . . ` . ., .. . : .. ' . :... .
. : .. . .. .. . .,� ' .�.. .. . _ . .. ' . .. .. .. .. .
� .. . . . . . ��...r . . .. . .. . .. . .. .
.. . i.,. .�. .i.. ...;t. .. . . . .. , .. . �. , . � .. ..:. . .
``'��}��,�� • ' '. • .' f• . .. r . ._ . ,, . . . .. . . '....
,, :r. .+. �.. `�' :I: r. i
. l•, . . .' . •� � , .'
,;�r r... . `. . . . ...f . .. . .. . r., � .. .. .
. .. : ' : i.� ..� .e . ._f.. - . ... ,. . .. . � .. . . .
, . ; . . ,����,.;��`-�.. . . , : .. . . . .. . , ..
•�'I�DJ`��. , . f. . f ..}.. . . , . , .. . too�
. .. . .. ;. .. ..`....: .;., �\�.Q/. _ .. ..;._. io� Zo�
. . :r. . . ...r.. .`. . ..;. , .:.Q . . . .. . . N
�.. .. . �... . .. . � .. } 1 ., , , . ' . : Wel�
. . } .� .f � 104'
' � r .
Plense iodicatc the location of: Wcli,�vcll setback td s��st�m,dwelling or ncl,ex estt�l+li�hmrnt,tank(s).soil treatmcnt sy�stem,
reserve�i spil lrt�ttnent arca,cttttun drai��,prope�h'lines,���atenva}•s,and buried lines (thvsc N07'i�tstalled by-thc utilin�).
Inelude sizes�nd lengc6�d appraxintate distances froin fi�e�refi:rencc poinrs such as strerts and buildi��gs, P]c�sn attach as.
built dran�in;s,inspectiot�reports,Certificat(s)o�Compllance And Nc�ticc(s)nfNoncomplinncc,if alvail361e.
Soi]Borings ($�t#): Loca#.c:each boring o�t the mep �bove, indx�ate on the xight o£the column the soil
texture, structi�re, color, deptl�of each different soil type, evid�nce of motUing, hedrock and stlnding w•ater.
Also iz�dicate if the tnaterial is fill.
BR#� B�# $�t# BR# I3R� BR#
1��
,, �`a- �.ua�`
_�o
� ��a��
,,
y,� �oa
_�
.
R1:C�RD DEPTH OF tiIOTTLING,SEASGNAL I�TIGIy WATk�.R OR BEDROCK01�i OVE LNC$
�
Gammrnt�• — �t �
��'hat nce�is to h�cpmpleted tt�brin�the�hove.yctem inro eomplinnce if fourtd not in compliancz?
Z 'd Z6ZE-ELS [ZS6l puntpamg ysoC ezb �OT 90 EO �oN
' � � •�� •�v�� • Y�rv� t\V•
- 'S s em Com on nts (P/ease describe the system rnmponents and att'ach s/te sketch showing system/ocation):
- � �'(� 1 C. �✓�k
� � I�u✓►�p '�-A.►��,C
L�m�l� �1 S°�✓�L�
What meChods were used to make the determinations for the comaliance lnsoectio,�7(Note:No standard protoco/exists
The fol%wing list is not exhaustive, or ln sequentia/order nor indicates which combinatians may necessary to make a dete�minatlon)
Watertight tank(s) Hydraulic Functioning Vertical Separation Distartce
� Probed tank bottom � Searched for surtace outlet �Conducted soil borings ,�
O Observed low liquid level o Pe�fonned hydraulfc test Depth to limfting layer ��
i�
o Examined const. records Searched for seeping in yard Depth to system bottom�Us (�
�Examined em um p �
pty(p ped)tank O Checked for back-u in home ❑ Examined records
❑ Probed autside tank for"black soil" O Excessive ponding In soil system/D-boxes 0 LGU Limiting Layer Vertficatio�
0 Pressure/vacuum check ❑ Homeowner testimony 0 Other
❑ Other � Examined for surging in tank
❑ "Black soil"above soil sysfiem
❑ Other
Status of the svstern
Based on the comptlance criteria,the system status is: (check one) ❑ faiiing (to pr tect groundwater) O an
imminent threat to public health or safery (IT'PHS), ❑ non-compliant(monitoring issue)�ompliant(none of the 3
previous conditions). Therefore,this document is a:�Certificate of Compliance ❑ Notice of Noncompliance
Is this system an EPA Class V Injection Well? O yes � no
�ertification
I hereby certifjr as a state of Minnesota(i�ehsed Inspector and/or Designer I or Qualified Employee Inspector and/or Qualified Employee
Deslgner I that I tonducted an investigaGon that accurately determined the compliance status of this system and that my recorded
observations are accurate as of this date. No determination of future hydraulic performance has been nor can be made due to
unknown conditions during system construction� abuse of the system, inadequate maintenance,or future water usage.
Inspector's name (print) IOSH SWEDLUND Phone r � �
License and/or egi tion umber 2502 Address�JGo�� " �C9 .._ S , ���/ �QI�
Employed by � � Add�es5 ��1L1L
Signature Date
Unarade eqUlteMelltS jderlved from Minnesota Statutes§115.55J
An lTPHS must be upyraded, rep/aced,orlLs use discontlnued within ten months ofreceipt of tliis notice or with/n a shorter pe�iod if
required by/oca/or�inance. If the system fails M provide su�cient groundwater p�ote+ctlon, then the system must be upgrdded,
rep/aceo; or iL�s use discondnued within the Ume requi�d by iv/e or the/oca/ordinance. If an existing system is not fai/ing as deffned in
law,and has at/east two feet of design soil separation, then the system need not be upgraded,repaired,rep/ac�d, or/ts use
dlscoMrnued, notwithstanding any/oca/ort�inance that is more strict. This does not app/y tn systems in shor�land areas, wellhead
prolpction areas, or those used in connection with food, beverage,and/odging establishments as deflned in/aw.
Suaaested Attachments
1) Site sketch could also include: well, well setback to system, dwelling or other build(ngs, tank(s),reserved soif treatment area,
surface water and saii boring locations. Include as-bullt drawing iP available.
2) Soil boring logs, showing each horizon. Indicate the texture, color, redoximorphic features depth to bedrock,standing water and
whether the mater(al is flll,
3) A list of any and all requirements of the local ordinance that are different from the state requirements referred to on this form.
4) A homeowner survey of system performance, signed by the homeowner as being factual.
SJ Monitoring data as appropriate.
� Page 2 vf 2
E 'd Z6ZE-EL8 (ZS6l puntpamg ysoC eZ�b �Oi 90 EO �oN
� � °�� .
O 0��,
z:,:�;,.�:.- CITY of URUNO
� �3 r �
�i�' 1" y
� t,a`���l' el�x` "'' ��C Municipal Offices
�� "'���p`!.:.�'l 41���:
r.t.r•I,�;C',•'�Y s�b•� '
�� a�:.,,�-��,r����,�Gj Street Address: Mailing Address:
\9 r�'`�`i''' �'4�/ 2150 Kelley Parkway P.O. Box 66
x'EsH�i
Orono, MN 55356 Crystal Bay, MN 55323•0066 ,
To: The Current Owner of Address �'C7 �- /� � �' '"'t�p�K
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 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes
No �
If yes, system must be brouaht 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 pumped
out every three years. City records indicate the tank(s) were last pumped out on
S''LO -c�S� . The tank(s) should be cleaned through the manhole and
�not through the inspection pipes, this allows for proper cleaning.
Comments:
�
Ins ecto!����:t:r(� ���" �' Date of Ins ection � -��
p P
Telephone(952)249-4600 • Faa(9�2)249-4616
www�.ci.orono.mn.us
� � �o�� �
� � , _
,,
. . .
:o : o\ .ry. u. � _ .
, r , .. .� . � . � ._ 4
��� ��� �� � '�� CITY o� ORONO
.� ,��,,��:T�� �„
, , � .
`.,`�'. ��' �+,r .�a6�, �� l4 ' Municipal Offices
��;�;���,.. ;..-;�., , ti
`�.t����� #'�'..og,�,G Street llddress: q5a-�►'t9—y6o O Mailing Address:
Egg 2150 Kelley Pa�kway P.O. Boz 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address:
S� ��d^^�r� pr_
• City Ordinance 199 requires that each existing on-site sewage treatrnent 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): �
�"C(3DE SYSTEM"An ISTS which meets all the location;design and consVuction standards of the current Orono Municipal Code.�—
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,desiga and construction standards of the cueient Orono
Municipal Code but does meet the thrce foot separation requirement or rivo foot requirement for systems installed 1996 or earlier,and
wluch is not failiag or an iaffiinent threat W public heaith or safety.
3 "NON-C4MPLIANT SYSTEM" A prohibited IST'S;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all t6e location,design,or construction stan�rds of the current Orono Municipal Code and wluch is failing for eny
reason;and any LSTS with less than three feet of unsativated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITTON(5-71: �
Tank inspection indica.tes:
QPumpout 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 11�''�—�3 ).
Make sure seatic tanks are uumaed throu¢h manhole and not throu¢h white insaection aiaes T6is allows for the aroaer
cleanin¢. Keeo water softner aad iron filter disch�r¢e out of seotic svstem to arolon¢life of drainfield. Ask aumner to test
alarm float to verifv alarm is still workine in vour house. The alarm warns owner that seataee is about to backua 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 IELD CONDITION 8-10 : �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not criticai yet.
10 Drainfield is saturated and visibly discharging untreated ei�luent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COIVIMEIVTS: .._ �`^o.r��._ .__.__..a-- 5���.;.L .���5 .� {,b� �. . .... ... ....:. . : ..
�S' ���5—ay v �'`��; �
Date of Inspection Matt Bolterman - $eptic System Inspector
No�e: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of propeRy, be advised that tliis report does
nut guarautee or certify that an existing system will continue to function properl��, but is merely an opinion of the adequacy of the s}•stem under current
conditions based on die availablc inl'ormation.
�o�.
O .:� O
�-�=��-� CITY of ORONO
�t����� �
� ��3���`���� ,�ti Municipal offices
�ti� .sa - � G _
�'�';}�}{'��.ry Street Addross: Maptn�Addross:
EggOg' 2750 Kelley Pa�kway P.O. Bax 66
Orono, MN 55356 Crystal Bay, MN 55323•0066
95d-�49-4600
To Current Owner: Address: �b �—A�c� mqr k ��.
City Ordinance 199 requires t�at each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : �
1 "CODE SYSTEM"M ISTS which meets all the location,daign and conswcdon standards of the eurrent Orono Municipai Code.
2 "COMPLIANf SYSTEM" An ISTS which does not mat all the location,design and conswction standards of the current Orono Municipal
Code but does meet the three foot separadon requirement or two foot rcquirement for sysurtu installed 1996 or eazlier,and which is not failing or
an imminent threst W public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a desigrtaced 100-year flood plain,any ISTS which may
or may noi meet alt the location,design,or consUuction standards of t�e 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 characterisdcs.
TANK CONDITION(�-:7�: �
Tank inspection indicates:
5 Pumpout not needed at this time.
�6 l.Septic tanks must be pumped out this yeu (city code requires tanks to be pumped out once every 3 yeazs.
��Tanlc was last pumped u c.t4�aw--� l.
Make sure seatic tanks are aumaed throu¢h manhole and not through white insaection oines.
This allows for the aroaer cleaninQ.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION(8-�Q�: ,�,
8 Drainfield is dry,no surfacing evident.
Some evidence of surfacing,not critical ye� �
10 Dninfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector �
immediately.Repairs must be completed within 90 days.
coMMENTs: S .S�c� o�1� � �"�� a.�ICs �-o e k
�-Sr� o� r�.o�
� -��- a�
Date of Inspection Matt Bolterman— Septic System Inspector
Note: In the event that this inspection rcport is used W satisfy the rcquircmenu for a mortgage or other transfer of property.be advised that this rcpoR does not guarantee
or certify that an existi�g system will continue W funcdoa propedy,but is merely an opinion of the adequary of the sysum under cumnt condidons based on the available
information. �