My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-P03179 (new septic)
Orono
>
Property Files
>
Street Address
>
C
>
Carriage Lane
>
2125 Carriage Lane - 10-117-23-24-0037
>
Septic
>
2000-P03179 (new septic)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:22:17 PM
Creation date
2/17/2016 11:49:40 AM
Metadata
Fields
Template:
x Address Old
House Number
2125
Street Name
Carriage
Street Type
Lane
Address
2125 Carriage Lane
Document Type
Septic
PIN
1011723240037
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
. Westwood Professional Services, Inc <br /> �, <br /> ❑ 7599 Anagram Dnve [�J 104 Marty Drive. Ste 3 <br /> P E R C O L A T I O N T E S T S H E E T Eden Prairie, MN 55344 Buffalo. MN ssst3 <br /> 612-937-5150 612-682-2587 <br /> FAX 612-937-5822 FAX 612-682-2639 <br /> Test hole location Carriage Hill (Bohland Dev) Ln�- G <br /> Depth of hole bottom: 12 inches Hole No. b t 2'1 <br /> Diameter of hole 6-8 inches Date test hole was prepared: 12�Z�/�'sd, <br /> �_� <br /> Soil Data from Test Hole <br /> depth, inches soil texture soil color <br /> see logs <br /> Method of scratching sfdewall: hub w/nails Deplh of pea size gravel in bottom of hole 2 inches <br /> Date and hour of initial water filling: /�ZZ /o:�S Depth of initial water filling: 12 above hole bottom <br /> Method used to maintain 12"of water depth in hole for 4 hours Automatic siphon <br /> Percolation test conducted by: R. Swfsse Percolation test started at � ',b(� (� ;�g <br /> Maximum water depth above hole bottom during test: <br /> s incnes Date (Z��/9g <br /> WATER WATER <br /> 1NTERVAL WATER DROP DROP PERC RATE <br /> TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION <br /> i — --�`�--- --(,�----- --J�:o__ A <br /> O STA2R-T 0 _ ' �� l � TIME - DROP = PERC <br /> •I ,31 REFILL O � --�`-'3---- ��f�-��--- B <br /> _ �s_ <br /> � o�' O 6 3� � 3 TIME - DROP = PERC <br /> , <br /> Z,� REFILL _�UL- ---Z--------- r7=�--- C <br /> 2' y/ 3� a � � TIME = DROP = PERC <br /> I I��� REFILL C7 _ a 6 f�,�_ _ p� D <br /> � p�G /�p� �� �/3 TIME----- - --DROP = -PERC�--- <br /> /�i�$� REFlLL O 3� E <br /> 'Z� — � -- - 1-��--- �3�-�--- <br /> '/l7 �Z I �Z I �� TIME - DROP = PERC <br /> Z�O REFILL � - �----- _ �"D OP �RC� F <br /> / � .3� /� �� T�E _ <br /> A, I3, C B,C,D <br /> l<r�A.-.i doJ.4Hc' .SmaNesr q ofAH(' /.�rgrsi NrfH(�D .1'mollr�i a o/H�'l) <br /> � U.��) — X n.��) — <br /> c„�„u�:,�d„/.�lic' .�'nr�,n��s�a oJHCo <br /> C, 1). F 1), F,, F <br /> luigcv r,.y i Y�l ,4mdlr,i a,�J r-I�l-. --- Lngr.r a f U[-J` ���n,�dl.,i=„I i�1 I <br /> � ��.�O = C O.��) <br /> �nr,dL�u x,il t'l�l. lrno!lev N n/l)b./. <br />
The URL can be used to link to this page
Your browser does not support the video tag.