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Soil Test Data Sheet ° �
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Owner(s) Beniamin J.&Andrea J. Smith
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Address 7020 Weston Circle
Edina MN 55437 O
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Certified Soil Tester Ronald A. Spreckels Jr. 5 "
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Date Soil Test Received 22 June 2000 ��
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Sanitary Permit �
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Date Issued rn
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Plumber
Tank Size
Number of Bedrooms
4)
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System Type Conventional r�.,
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Land Use Permit �
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Date Issued � �
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Zone District RR-1 Acres 1.150 � z
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Volume 706 Records Page 67 0 �
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Certified Survey Volume 15 Page 103
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Condo VoL Records Page
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Tract Volume Records Page �
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Plat Envelope z
Affidavit ofExisting Septic Volume Page ,.d �y
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION
D'ivision ot Safery and Buildings Page_of_
Bureau of Integrated Services in accordance with Comm 83.09, Ws. Adm. Code
Attach complete site plan on paper not less Man 8 1/2 x 11 inches in size. Plan must Counry
include,but not limited to: vertical and horizontal reference point(BM),direction and ,54 W `� Q �
percent slope,scale or dimensions,norih arrow,and location and distance to nearest road. parcel I.D.X �
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APPLICANT INFORMATION- Please print all information. ae��ewed by oate
Personal information you provide may be used for secondary pmposes(Privacy Law,s.1504(1)(m)). � � �_Z„b _
Properry Owner ,� �� :. ��,�jr�,�� �,r:�„ Property Location
.: '�r _ t 1/4 ' � 1/4,S � T �// .N,R W
4 �, � .., �,w-+A j.✓ n:,� 6 '> �>
Property Owners Mailing�1d rass „J;,, Lot N Blockft Subd. Name or CSM#
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«M# 3�a �o�. ':-
Ciry J.� ��� Y State Zip Code, Phone Number � Ciry ❑ Village [� Town Nearest Road
C MN c > 'Zo�.+a LvK �3��� H.�onLo
� New Consiruction Use: �Residential/Number of bedrooms y Addition to existing building
❑ Replacement ❑Public or commercial-Describe:
Code derived daily flow �+ �� gpd Recommended design loading rate � � bed,9pd/fl2 ' � trench,gpd/flz
Absorption area required ��00 bed,Rz �Q�O trench,RZ Maximum design loading rete •j bed,gpd/ftZ • �o trench,gpd/itZ
Recommended infiltration suAace elevation(s) nl�II�,II3: 9�_80- 9/•37 R(as referred to site plan benchmark)
Additional design/site considerations Q, B3 C34 � 90.00 -90.50 n
Parent material �'� �a c� �a\ T i � � Flood plain elevation,if applicable� /v � �'7 • ft
0 3 R Conventlonal Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
S = Suitab e for system
U = Unsuitable for system � s ❑ u �s ❑ u �s ❑ u � s ❑ u ❑ s � u ❑ s � u
SOIL DESCRIPTION REPORT
Borin # Horizon Depth Dominant Color Mottles Structure GPD/ft2
9 in. Munsell Qu.Sz.Cont.Color Texture Gc Sz.Sh. Consistence Boundary Roots ged ,Trench
�:..'.:,.._. ;'_
� � �' i o-G pYR3/a non 1 a �FsbK mv w af •S � •�
����;
a �-ao Y 4� non S1 J �sbK m� �r w am .S ' �
Ground 3 ap.3 )Q YQ y�4 I'7 o n � o�co 5bK rnf W �� � y •S
elev.
95�4tt. y Sp 7.SYR yly none � m �n r duJ � f . S .�
Depthro �'SyRs� I� 6ne ��5 ) mSbK MJF `-' �J� . s ', • (o
limiting
factor
�00_in.
Remarks: �lzens�-4 ac� cro�.Kl�lo�)i �e66ky/cs) 4_SFo�_/sf)� HoclionSi�� `"��/�'�Any
•a Uus,eS.
Boring #
� O-S oY -�' non s afsbK mv�v- � •S ',• �
< �� : J -16 k y y no» 51 dPsbl< rv�..rF-r` ul c�m .S : . G
,e��� 3 I6- �oYk y nan e Sc.l b u� a� . y ��. 5
�round 3-3'7 ?.S y/�/ no 1 a.v.�sbl< rn�r l.V I � � S .' G
aie�.
QS�9n. S •�`D7.SYRy/�l nav+ � IS Imsb/l aF� �� •� '
(� •49 7.SYR S/ n 0 n e 1 m md � — •-5 ' . `
oepm co
limiling
taclor , �
'�_�o. Remarks: o�: en a- a� � c ' Non (s � r H �, + tia. an m �n �on5
CST Name (Please Print) Signa ur �I � Telephone No.
r cKel f. / .�'�� 2�,,,�� 7/5}-G3y- $�Sb
Address Date CST Number
a ,u �-�.+�'t� a-z �c �e /cc aa��8
SOIL DESCRIPTION REPORT \
PROPERTY OWNER LYwn r.Der.n�W.f I F Page g+ ot�
PARCEL_I.D.#
'BOflfl9 # Horizon Depth DominantColor Motlles Siructure 2
in. Munsell du.Sz.Conc Cobr Texture Gr.Sz.Sh. Consistence Boundary Roots
.. Bed .Trench
3 ' � o- vR3 � �o ., �' sbx M�f� w a .s .�
a •i 7 yly o„e d f K m�f� w d� -S , .
Ground �y. 1�YRyl4 r�on Sc.1 �c.eSbK mFc w I � , ��. 5
elev.
9�71_n� �.SYRy14 ncn� S� a�r..sbK rv�F� � I .S . �
Depihto 5 ?•SYR51 rone If dn. bK ro.+ � — — . S �, . 4
limiting
factor
�a in.
Remarks: �}or�zen.sa-yacew-�cb�5� f Hor�ZonS;sq� wirnan� /S +mSinclu5 'on �
Boring# �
i o-� toYa3/a oY, SI a s �+oP� �a a, .S ', .
� � �- 19 lo Ryl4 r�one 51 K ,,•v�r .S ,. G
3 �9- p oYkyl nonc Scl �c.os m�rr I � .�/ •S
Ground y -G? 7.5 yR y H ►�o n t 15 amSbK m��r� W )�l� - 7 ', . g
elev.
93�n. 5 7- 8 7.S Y2 S/ h a n c ( ,n sbK n. — — .S ' .G
Depth to
limiting
factor
T�in.
Remarks: l-1c«zens�-�! aee ac, b c + /l(��;_zn�� wi n,a�Y m� :rclve;6n5
Honzon Depth DominantCobr Mottles TexWre Structure Consistence Boundary Roots GPD/fi2
in. Munseil Qu.Sz.Cont Color Gc Sz.Sh. Bed . Trench
8oring# � p•5 I� YQ-3 »One J.F.� U � o��r . S ' .
° S °���� � -) 1 oYR 4 »on e �1 K rn+F'r c✓ . S : , fo
' I . 1O R y/U on ' a�. mF� W I� , Y ,
Ground y �,$ (t �/� �O1� � rr� m Vy�/' W V •7 '
elev.
96.�O.n. 5 II6 >.s R S/ r�on e �' I rn�b K mJ � — — .S ',. �
Depih to
limiting ',
factor
T�l{�in. Remarks: _
No�;.�,..s a-Y4�e �E,� <f� Nonaoo SIs q� w/rrwn� ms /nclusJons
Boring # '-�
I �-` � '/a nan Mv � w � .S ', .
(� ' a Gr�v � y� hon 1 IC c�� .s : .
,,e. 3 i9• .Q `// .�on � J�� .
Ground '/�� 7•SYQ y/y /� � .$ M i'Y4�TY • 7 � .
elev.
9lo,3�?t. I-Ily �is rQ S �'/0/9 rn Y�W{�Y ` � .S� , . Co
Depth to
limiting
fac�tqr
� I�;n. Remarks: ►��S a-t{ art ar� c6� � f�an'teri SI c Or w/ me�. rryc �c{u3�OttS
SBD-8330(R.9/98)