HomeMy WebLinkAbout2015-00909 - new/replacement septic system } ,
CITY OF ORONO * Z 0 1 5 - 0 0 9 P1 9 *
2750 KELLEY PARKWAY DATE ISSUED: 08/06/2015
ORONO, MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 835 HUNT FARM RD
P1N : 30-118-23-43-0003
LEGAL DESC : HUNTINGTON FARM
: LOT 001 BLOCK 003
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW OR REPLACEMENT(SEPTIC SYSTEM)
ACT[VITY : MOUND SYSTEM-SEPTIC
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
CDR EXCAVATING INC. TOTAL 400.00 �\
Payment(s)
10559 CO. RD 16 CHECK 7256 400.00
DELANO,MN 55328-
(952)955-3673
OWNER
ST[LLMAN,ANDREW
835 HUNT FARM RD
LONG LAKE,MN 55356-
AGREEMENT AND SWORIY STATEMENT
The work for which[his permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied wi[h whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoke at any time for due cause.
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Applicant Permitee Signature Date I sued B� �gnature Date
� � �
O City of Orono FOR C TY USE ONLY
� � P.O. Box 66 7/-1 C
0 2750 Kelley Parkway Date Received:f0�� � Permit# �S- 90 !
Crystal Bay,MN 55323 a(�
(952)249-4600 Amount: $ °'- �
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�kESH�R� «��_ i
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building O�cial)
Job Site / Owner Information:
Site Address: ���,7��� � � ��i�
Owner: Mailing Address:
City: ( .� ./���� Zip:
Home Phone: Alternate Phone:
Contractor/Applicant lnformation:
�' �-.
Contractor/App.: �,�, � �!,�,,��� Contact Person: �-z-���.'".,�--� _
Address: ��' `���� ,�4—/� �G State License #: �. �� ��
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City: � ,� Zip: �� �� Expiration Date:
Phone: ��i � / �� ,��� Alternate Phone:� � L� �f � ����0 L�/
TYPES OF OCCUPANCY
� Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES
- �
New or Replacement System $400.00
Repair Existing System 100.00
(Tanks or Drainfield)
/�,, /�y �
Total $ 7 '�(y
1 / 2
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� ����'�hfi�cr��Xa� I���'� ��' '^ s�.���x��� � '��" ���� s� G� �� �
,&,�$ � �r �«a� � y �.� . � - -s`S� ��� �yg'$ � � ��� �����`��,�
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I wili be installing the following:
Tanks
['�,. Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: � � � � �� � �
Treatment System
Trenches s.f.
� Mound s.f.
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final inspection.
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete, true and correct.
�
Signature of Applicant Date: ��� � �,�
� �
MPCA License No.: ��� ,S
Staff Review: Accept Denied
Reviewer: � Date: � 7 l
Reason for Denial:
Comments (to be printed on inspection card):
2 /2
� � {
CITY OF ORONO— SEPTIC SYSTEM PERMIT APPLICATION
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1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during all inspections.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
3 /2
z � .
' RECEIVED �
' 1t1�SYSTEM 1S DEStGNEb FOR AUG Q g 2015
.._„_BEOROOMS. ANY fNCREASE flY NUMBER
0�$EDROOMS iNYAUDATES THIS DE$lGl�l.. Kochi�s Soil Testing
Box s t CITY OF ORONO
Loretto, Minn. 5�357 ��
Te l 763-479-263 7 r
Curt Ritter Job ��� '
s,�,�o i s ��P
Job Site; 835 Hunt Far �
m Rd., Orono, Minn.
Two sites were tested to determine what type of septic system could be installed on and still comply with
the City of Orono(Henn. Co.)Codes and the Minn. Rules 7080..
In the Primary Site(Site-2-A)three soil borings where done indicated the following results;
Soil Boring# 1 Mottled Soil was 16 inches
Soil Boring#2 Mottled Soil was at 14 inches
Soil Boring#3 Mottled Soil was at 18 inches
Average percolation rate was 15.5 m8in/in(Loam-Clay Loam Soil)
In the alternate site(Site-3A)the three soil borings indicated the followin�results;
Soil Boring#7 Mottled Soil was at 18 inches
Soil Boring#8 Mottled Soil was at 28 inches
Soil Boring#9 Mottled Soil was at 20 inches
r Average Percolation Rate was 1 1.4 min/in. (Loam-Clay Loam Soil)
• Note; Site-3A was also the area that was previously tested by S-P Testing on July-1995 and his report
stated that this area was suitable to support a mound system on. '
• Note; Both sites are big enough to support a 5-bedroom home(Daily water use-7�0 gal/day) mound
system if the house size was increase from a 4-5 bedroom home and the mound system would have to
be increase in size if needed in the future.
See the soil boring logs for the details.
• Mottled soil is consider the high seasonal water table that exist during the wet seasons and when
mottled soil is encounter between 12-36 inches then and above ground pressurized mound system must
be installed.
Therefore with the above information a standard pressurized mound system can be installed in the primary
site. or the alternate site.
The size of mound system needed for a 4-bedroom home would be Fhe following size;(Primary Site)� , ,,, ;-;..,�;.;
Sizing Factors; Daily water use-600 gal/day �
Soil Sizing Factor---Clay Loam—Est. Perc Rate-46-60 min/in.. - . , �. � ��� � �~��� `'"' °``
- F�
Absorption area soil Loading Rate-0.45 gpd/sq.ft. � ' --'`-�" "" "
� s:�
Land Slope-3.0 % � ; �
CITY OF ORONO
Overall Size---4005 sq.ft. SF.PTIC P IT PL 'V EVif '`�
Length-89. Ft (2-endslopes-17 ft. each& rock bed len �'T�PF� r�
Width----45 ft. (upslope-14 ft., rock bed-10, ft downs o P�RMIT NQ.�I '
(Abso(ption W idth-27.0 fr.) 'ep ns sCe�t(TTF.D
Rock Bed Size-550 s .ft. � � ��'�'R���'�:n tWITH CoRRECTI0I�S AS KnTEp '
q ,(Width-10 ft. & length-55 ft.) KOT APPROVED-CORRF.CT&RF.SL'B�tIT
*Sand footprint-40.0 ft. wide by 87 ft. long t Thcac commcnts urc for your information, AIt work shafl be done
(Absorption Area-3480 sq.ft. Ave sand depth–2.2 ft, i„ full complin�qce with ull nppli��hle septic and zoning ccnle,
(2 ft.----24 inches of sand under the rock bed on the upslope ed�e) ���'�l��iremcnts includine items mx speciticelly noted in this revier.
I.i.i p rllfS PLAK S6Tc)t�SI�'E�TALLTINGS
Amount of materials needed: Sand--200 yds.�218 tons Ave. Depth-2? ft (26 ") ` , �
Rock— I 9 yds 27 tons " '• ---0.75 ft. (9") � ''
Sandy Loam --85 yds. 1 19 tons �` , `�----_6-12 inches �
; . � .:,-�.. ,,,,, ,M
Topsoil------ 95 yds. 13.i tons " "—(> inches
The above amounts could vary by 10%plus or minus
►�
1 �
Curt Ritter Report cont.; P�-�
This mound must be pressurized therefore a pump and a pump tank is needed;
Size of pump tank-1000 gallon(25,gal/in.)
Size of pump 30 g.p.m.(must overcome at least 20 ft.of head pressure)
f'umping Rate---163 gal/cycle( 5 cycie/day)
* Note;The size of the perforated holes must be 7/32 inch in diameter and spaced at 3 ft.(36 inches)apart
;,n center in order to use the above pump size.
!_he system should be and end fed on the manifold and clean outs must be installed at the end of each
;�erforated line,this is a new Minn. Code and City of Orono Code.
An alarm system must be installed in the house to indicate pump failure.This must be both a sound and a
light alarm system.
` Size of septic tanks needed;2-1300 gallon sealed tanks (Total septic tank capacity-2600 gallon needed
to accommodate a garbage disposal in the house.
+ These tanks should be pumped out every 2-3 �ears---this is a City of Orono Code.
" If the septic tanks covers are buried under 2 ft. of cover or less,then the tanks must be insulated with
n Styrofoam( R_10 value),to prevent possible freezing problems that could occur in the winter months.
* This is a new code stated in Minn. Rules 7080.2000 that was enforced as of March 2011.
As mention earlier both the primary and the alternate sites could support a pressurized mound system.
Both sites must be roped oft'y the homeowner or the builder to prevent soil from being compacted from
equipment. '
[f the soil is compacted then the site is considered to be ruined and another site must be tested.
-['herefore it is very important to rope off both sites.
Site Evaluator
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� Mo u n d Design Trov Johnson^co Wnoht mn us
for auest�ons or comments
Property Owner: Curt Ritter Date: 7/24/2015 �
Site Address: 835 Hunt Farm Rd.m Orono,Minn. PID:
Comments:
instructions: � = req'd input �� = input or default �� = calculated field ••* = instatler info
i) ��bedroom Type � Residential System
z) 600 GPD design flow
3> Yes Garbage disposal or pumped to septic larger tank, effluent filter Ft alarm req'd
�a '"* 2600 Gallon septic tank (minimum) Multiple tanks or compartment req'd
2-1300$al. Tanks
5� '•2 GPD/ftZ mound sand loading rate .
6� 10 ft rockbed width 55.0 ft rockbed length
�� "` 3.0 ft lateral spacing 3.0 ft perforation spacing (default 3, range 2-3, for both)
end feed manifold connection
' 8> `"#�laterals 53.0 feet lonQ. 18 perfs / lateral 54 perfs total
9i "** 7/32 inch perts at �feet residual head gives 0.56 gpm flow rate per perforation
(3/16"default) (2'head default)
for this perf size ft spacing, fx pipe size on line 12, max perfsJlateral = 30 , line#8 must be less.
��� �doses per day (5 recommended, 4 minimum) (4 will allow 2" laterals, 5 will allow 1.5")
i i� 120 gallons per dose (treatment volume)
i'� 1.50 inch diameter laterals (or smaller) witt meet"5x pipe volume"
""' 2.00 inch diameter laterals (or smaller) must be used to meet"4x pipe volume" requirement �
2.00 inch diameter laterals (or smaller) will meet "3x pipe volume"
i3� "*" 250 feet of 2.0 inch supply line leads to 43 gallons of drainback volume
("top feed"manifold to control the drainback)
ia� 163 gallons TOTAL pump out volume (treatment + drainback)
is> 8 feet vertical lift From pump to dispersal area, leads to a:
�6� *" 30 GPM� 20 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head
»��"'" 1�00 gal Dose tank (minimum) at approximatety 25.00 gpi ,
leads to a
is> '*' 6.5 inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump ratQ"yvith drawdown
4.7 hrs OFF test and adjust ai nacessary)
�9> 12 inches of effluent from bottom of tank to cover pump �
'-o> *'" 19 inches from bottom of tank to"pump ON"float
=�) '*" 22 inches from bottom of tank to"Hi Level Alarm"float (Add a few more inches if Time Dosed) '
'_z� 463 gallons reserve capacity (after High Level Alarm is activated) 1►Y �
p ; �
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z3� 0.45 gpd/ftZ Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum►
(this must match the soil boring log) desired mound ratio 2.7
za) �percent site slope (0-12% range) �(%downslope site slope, if different than upslope�
2s> 12 inches, or 1.00 ft. to Redox or other limiting condition (This must match the soil boring log)
leads to a:
ze> *" 24 inch, or 2.00 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!!
2�) *•* 27.0 ft.Total ABSORPTION width
28� 0.0 ft. upslope and sideslope (sand beyond rockbed)
17.0 ft. DownSlope (sand beyond rockbed)
""* BERM widths (topsoil beyond rockbed) using 4:1 slope ratio
29> 14 ft. upslope berm
30) 17 ft. sideslope berms
31) 21 ft. downslope berm optional 21 ft. downslope C� 3:1 slope
32> Overall Dimensions: 10 ft. wide by 55.0 ft. long Rock bed
45 ft. wide by 89 ft. long Mound footprint
1' 4�' inspc�ccion pipe
� 1�" cove�� on top
U{�slape berm 14 � Do�^�nslo�ie berm Z�
, - -----s—. r 12" cnver on sides
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f� �
2.00 Ci� u� _, .. .�'
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� ` r, Ahsor tian Width 27.0
Note: �H �''.� s�°P — 3�o -�
For 0 to 1 o slopes, Absarptivn Wtdlh is measured from tt�e 6�dequalty in both dirzctions.
For slopes >1�, absorption Width is rneasured dc��vnh7i(( fro�n t���e upsl��pe edPe o( the BQd.,
33� *** Rock Bed:
10 ft. by 55.0 ft. 9"deep, plus 20% gives 19 yd'or'1.4= 27 ton
3a� *"• Mound Sand: (note: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desired)
37.0 up + 60.0 downslope + 25.0 ends + 45.0 under rock = 200 yd'or`1.4= 281 ton
` plus 20%
3s� **" Loamy Cap: ' ,
41 ft. by 85 ft. 6"deep, plus 20%gives 85 yd'or'1.4= 11g ton
36) *"• Topsoil: V ,
45 ft. by 89 ft. 6"deep, plus 20% giveS 95 yd'or'1.4= 1 3 ton
,
1 •
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
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D signer Signature Company Lice se�# atd►
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� Installer Summary
2600 gallon Septic tank (minimum) Multiple tanks or compartment req'd
larger tank, effluent filter 8 alarm req'd �
1000 gallon Dose tank (minimum) at approximately 25.00 gpi ,
30 GPM� 20 ft. of head, Pump required
6.5 inch swing on Demand float
19 inches from bottom of tank to"pump ON"float
22 inches from bottom of tank to "Hi Levet Alarm"float
250 ft. of 2,0 inch supply line with end feed manifold connection
24 inch, or 2.00 ft. Sand Lift Mound
10 ft. wide by 55.0 ft. long Rock bed
3 laterals 2.00 inch diameter 53.0 ft. long 3.0 ft. lateral spacinc;
7/32 inch perfs 3.0 ft. perforation spacing
Yes Effluent filter Et alarm
� clean out fx valve box assemblies
27.0 ft.Total sand ABSORPTION width (minimum) �
0.0 ft. upslope and sideslope (sand beyond rockbed)
17.0 ft. Downslope (sand beyond rockbed)
BERM widths (topsoil beyond rockbed) using 4:1 slope ratio
' 14 ft. upslope berm
17 ft. sidestope berms
21 ft. downslope berm optional 21 ft. downslope C� 3:1 slope
4" inspection pipe
18' i.nver �ir� tup
Upslap� berm 14 (`1 Downsla e berm ��
,-- 12" c�ver on sides
„
. _ « i�,.u��•:;�-��:,h_�;��t�,�,�,;�;
. -
2.00 C:� . .:, , .
� 1.00 � �— ' __.___-- .
ay`�
Ahsorption Width 27•0
Note:
�i4/`�D ��.c�G - ,3 �'d �
For 0 to 1� slopes, AL7S0%�J!IC'rl ��Yidth is measured frum the 6�aequalty in both c3irections.
For slopes >1�, <9bsorption W�v'th is rneasured dc�v�mhiit from tne u,p�lr�pe ed�;e�of the BPd.
. �
Rock Bed: 19 yd3 or"1.4= 27 ton �/ �
,
Mound Sand: 200 yd3 or"1.4= 281 ton � '
Loamy Cap: 85 yd3 or"1.d= 119 ton
Topsoil: 95 yd3 or'1.4= 133 ton
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SECTION 11: Distribution of Effluent ■ � � -25
�
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for inspection a��d mainrenance. IF the installer de�ermines chat any such de�•icc should bc
added co a sys�em, che affect on pump performance must be usessed.
According to MN Rules Chapter 7080.Z050, Subp. 4 (H), prcssure disvibucion lat-
erals must be connccted to a header or manifold pipe that is of a diameter such that •
thc friction loss in the hcadcr. or manifold will be no grcatcr than fivc perccnt of
the avrragc head ac the orifices. Thc manifold conneccs che latcrals and discribucu the
sepcic �ank effluenc �o each laceral. ManiFolds and suPply pipcs arc usually PVC pipe v�•ich
appropriatc 'L' or'T' fittings.Thc manifold pipe should be conncctcd to che supply pipe
from the pump, and slopcd toward the supply pipe. The manifold should be cMe samc
diameter as the supply pipc.The siu and position oF�hc manifold and main will vary for
cach pressure distribution sys�em.
Depending on the sice conditions and the design oF the pressure distribution sys�cm, �he
manifold may be run along one end or down the cen�er of the distribucion syscem. See
Figure 1 1.18 for an end manifold and Figure 1 1.19 for a centcr manifold connec�ion.The
benefit of a cencer manifold is thac it allows more orifices per laceral whilc maincaining the
� required minimum fric�ion loss.
.,
� � �
�e manifold pipe`
x �� 7 fa
� �a � � � �50� U
��9.�- �-�-� �3� � !�
- J pipe from pump
x ��� 3 � � �o��
�`� v� � � �'�'� ,� clean outs
�'P "- �-�-'r'`"" ♦
• �
. •
alternate location
of pipe from pump
� �
- Cleanouu �- -''�
.
.' �'
�
�'
�� Manifold pipe�
' � �
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' � �
�
�Alternate�aation
' • of Mi�from pump
...�
Pipe from p�mp
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E=16 �v �. �- --- .
� �" a � �o � � a�. 6 � .
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Figure E-17: Pump Tank , P�99Yback plug in
Specitications Weatherproo(closure
or in house basement
power supply
alarm wire
union or other quick-
control w�re disconnect fittmg
final 9rade
� "7 i�.ry• •H: <F� :�
• ' .
alarm tloat on separate
electrical circuit
, c.�,,,;3 � .. .
9 � ;
Start leve�
�'''" � 1 c�3 � � ; .
l sh�t_o�lev I �• b�to elevate
. pump hom
pump control float � �nk bottom
� o00 .
reaches twice the do.5e amount (the emergency level). Proper
� dosing tank construction, placement and sizing must be
considered to ensure reliable system operation.
The dosing tank construction requirements are the same as for
sewage tanks. The tank must be durable and watertight and must
withstand the soil loads, which tend to push in on the walls. The
environment in the tanks is very corrosive, so no metal parts or
fittings should be used. The major difference between a septic
tank and a dosing tank is that the dosing tank will be emptied on
a daily basis. Since the tank will be emptied every day, anchorin�;
it against Flotation is critical in areas with a high seasonal or
permanent water table, where mound systems, which require
pressure distribution, are often used (see Figure E-16).
�
Erl,suring that the dosing tank is watertight is also critical. In '
. �areas with a high seasonal or permanent water table,
groundwater may leak into the dosing tank rnd ovecload the
system. The seals around the pipes that enter and exit th� dotiin�;
tank are especially vulnerable to leaks. If the pump is running
more than the few minutes a day it takes to pump out ��
accumulated septic tank effluent, groundwater may be leaking
into the septic tank or dosing tank. + �
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�..s .v��...�
� UNI��RSITY Onsite Sewa e Tre '
OF MINNESOTA g atment Program Soil Observation Log
�.C� �o� � S�i- /
Client/Address: C.G � � Legal Description/GPS:
�Jo(3 S��F o- �3�5 {-�v �! +' (-� � c�i. O oa.10 � y. Date: � '�S� l� _
� � 2 � �- --__
Soil Parent Material(s�• Till Outwash Lacustrine Alluvium Loess rganic er Bedrock
(circle all that apply)
Landscape Position:Summit Shoulder Back/Side Slope Foot Slope Toe Slope Slope Shape: � �
(circle one)
Vegetation: (��o� ��� Soil Survey Map Unit(s): Slope(%): _
c3 d
Weather conditions/Time of Day:�c� n�Observation#/Location: Elevation: �, Q q(��,p
Saturated Soil
Depth(in) Texture Coarse Matrix Mottle Redox Indicator(s) Structure Strudure Consistence
Frag X Color(s) Color(s) Kind(s) (see back) Shape Grade
� , G.anu4r Weak___: Loose
� Cl p s G l � %�ti Moderatr Friable
N� - . Concentrations
�� � Y Iron � firm
n ,�Q. /'�y� n Depletiorts VriimafK
m O_ /� • /�Q • I ' "' i ����/7 e� U Gleyed ��tk Grain ��s� � Extremely Firm
. � idasirve 1lig�d
�' ,�2G c,u c,���i„ w��k -_
m
Concentrations
%"Y oderat iriaWe
� � trong Firm
a /�� /� i � �_ Depletions v.�s,�„K
! n loose
� �_ � �� l�lc.. 02 Gleyed 5��ckG.am Extremelyiirm
� �—�-- - . ._ .. . ._— ---- - Ma<uvc RiRid
� -!��/z ��- --,«,eo�� -- - ���- --b ,� - - ----- �,.,-„�,�,�— w�,w- ---- -�«�i�---
� ��''�� Malrretc fn�Wc
CD a����// Concentration Bla.ky
/� ,,`7� � / /� � �e�10 �` Vrismat�c Strong Rrm
N 1 jJ� �
p C.0 �\./'T �. l, s Sn�le Grne loose Ea[rtmely Fom
� �`��Z � � / Gleyed � � a
,� M,��rv� aK�d
eranulx weak �ppy�
d�-� �r Concentrati s �i Moae��ce �.�,�
llaky StrOn Nm
� y� �� ��p(�.� It� C,C/¢ _ � Depletions v,�sm„K �
y � " � �/�j/ Gleyed �dec„�� wose E.cremNyFMm
Rl�id
""'� Weak �y�
Concentrations n'�Y Moderatt frishk
Mocky
` Depletions v.�,,,,,,k k`O^< <k'^
r,- ,
,,. ` r Gleyed �k c.M� �O°se E.c.ernN�,FMT
.+rt.... 4 . •rx _ �.�. MxsM �
�+ - . . � �w. -� • Gr.nulx Weak l�oye
�. ' Concentrations � Moderatt i�iaWt
lS�`�-: � _�
; llockY
�x_ Depletions n�.,� u'O"� f�'"'
Gleyed �c.,�� �O°�� Eutremtlyflrm
��� � v Comments: _ ,�^� M"'"` �d
j �`t� � 07� V�/ czG( 7 5` 5
�` � a�c�(�[.� � — �� . .
"'s "� Certlfled Statement:I he►epy urtify thst 1 hav�completed thls
� � work tn sccordsoce wlth sll sppticibt�ordlrunc�s,rules and bws. � � � ����� ob �
D� e► Si atun
� te
� . . -... .. . . �. �� �.,; :,.. „ .. . S . . � . . . . . . . . . ' " �
' . " � UNI�ERSITY Onsite Sewa ,e Treatment Pro ram Soil Observ i
OF �1/IINN�S�OTA � ' g g atS��A Sg.� .
Ciient/Address: C� � Legal Desc�iption/GPS: Date:
:�a t3 s�r� � �3� �l� N+ �`�1 �a- 0 2��� o�t �� � , �1�3"//� _
Soii Parent Mate�ial(s Til Outwash lacustrine Alluvium Loess rganic er Bedrock
(circie all that apply)
Landscape Position:5ummit Shouider Back/Side Slope Foot Slope Toe Siope Slope Shape: ��
(circle one)
Vegetation: (��o� ��� Soil Survey Map Unit(s): Slope(%): _ � o`�
/
Weather conditions/Time of Day: s 1 bservation�/location: Elevation: �(�$, p
� ' Satunted Soil
Depth(In) Texture Coarse Matrix Mottle Redox Indicator(s) Structure Structurc Consistence
Frag% Color(s) Color(s) Kind(s) (see back) Shape Gnde
N �� weak_,.. Luox
� �P,$o / � _ , Concentrations �� ""�,5� �
tn. �,'� cNm
�� Depletiorts •��
f�Y1 `.l v`� � ��/'''C� �vT/YYI, G � Z Gleyed �c.,N, � Ert.eme+y c�
Mns«e �[�d
� > � � w�. W���
�� 8� ox
�! � �- oncentntion �� M�n
n: � i i ,� / _ 'J � �t/ epletion � ►,w�wK � n,� crm
� �� -1� -.. ..�-��--�"O� �� �O��,5 7n5 yVr Gleyed / � 5 _ � s",�`a"'" _� ---
MatwC ��A
� G d.w loote
O Mwkr�le 1�wWc
�� �, �/ (f � Concentrations � Nr� `N
, ar
o / -1 1 t-� 'Oepletions n++�wK E,�rer�y�KT
/ �-oc� ��4I N e,� .V�S/ Gleyed �c.,M �OOse
�
Matwt ��d
...a
W"nnx West Ippft
• COf1CMtf�tiOf15 �� M�xe h4b1�
M«►r
Depletio�s � k'O"� H""
� , Gleyed s`'�"`c."" �ow` e.v.�y�w•"
Wn� �
wrr�r weN {,pOk
COflCMtfitlOflS � M�n� ���*
, �t�t�{Ofli A'Mnutk k� i�
�k ,. s ',.e •�. G�d sw�ek c..M �ook Em�n�N thw�
� _. � r4 :�._ � ..� . w�w. �kw
Gi�M11Y M/f1k �00��
�� . � � � " . � Concentntions � µoea.c. t.�we
�:..
� Depktior►s hw�.,� �'O1� w,"
�,. . Gleyed �c�w� i°°'* E4..�,��
�r...ti. Ww
��- � Comme�ts:
�:. � v u�� � �.o.�..Q — /SC �� � -�-� 6 �c{� --7� � ���
�. c�.s�n.e sac.m.ne:�Ae..e�r c.rtxy cnst�bav.co�npl.e.a q,ls �� ���-,� {/ ,���
work In acoo�Asec�wkh�M pplk�lt oedtn�nc��,ruks�nd bws. � � r U�,k ���c��q / L f �!�f/
uu�w oa�
�*�,gk"27 '� � . . . . . . ;. � . . �. .. �� �
� � !saF,.'�,.p� i .:,1 j�,; '!'�. '�;.;; '"'{ 4 b;, �'�il �n ,�
�._ ,��4=������x � <<� �� ri �te ewage reatment� rp.gram Q� servation�Lo ¢�
. ��` OF.�IrINN�S�TA�;�, _.;,��,��,��*.����f�����:� T� - ..��,r< . •,f�,A �-;:, �'��f���._ : � -.
. _ . 5�a� sR 3 r�, _
. , dlent,/Address: �C�' '' � Legal Desuiptlon/GPS: . Date: . _
�0�3 s�r� � ��� �1� N� ��arz,� `�d. o ��,o �' � . �/�5/��.
1 ` Soii Parent Mate�ial( Til Outvwash � Lacustrine Alluvium loess nic er 8edrock
, (drcle sll pP�Y� � _ .� � �
. , t�'1�� .\�.:,•; ,7'_'c;as� yt,~;;i g .;�, ' ..<`ti r: r'�,� `ro'%
. � ��` M:;w�"v. :�+
landscape Position:Summit Shoulde� .Back/Side Slope Foot Slope Toe Slope Slope Shape: ��
. (circle one) .
Vegetation: (a�o� ��� Soil Sun►ey Map Unit(s): s�°pe(%); ,� ��d ' . .
Weather conditions/T�me of Day: � bservation tt/l.ocation: �e�tj�; q b 7� �
� ' - Satunted Sou . �
• Dcpth(in) Texture Coarse MaWx Mottle Redox Indiator(s� Stnxturo Strudure Conslstence
Fns% Color(s) Color(s) Ki�d(s) (see badc Shape Gnde
V) (� ' n Gwlr Weak�a looft
N' , �I ���� _ . Concent�ations �!�
�/ Depktiorts K � W�n
m 0 � l ' /��/�C� C�(� iCvA��1 ` tU �// ���d ��, '°°K �w,�,
, p /S `' W �
—�T- ��/C.�� �� � jJl,/� COfICMtfitiOflS �r INoder�tt F
� // �..�. / / �C LIOf15 MNwx+c k� Ann
��' E1RIlIINN f11111
� ��-Zy -- — -c �C.� I c� �'�/ �s � Gleyed �� �. �„�`�" ,�
' � V �/ V "�- 1LlC��`�� � �Y�.r Vy! �ppk,
� � Concmtrations 1. � �� �xe rd,eie
" 'Oepletans •�i � ti;,,,,,,K k.o� �«n�
N — 1 tooce Ew�nMlr iine
o `�`� C/C � � � ��� �..,� w+. .
�
r yytalt (�
• COf1CMLfitiOflf �r Moder�tt irbb4
pepkcions k,,,,,.� . �t w� '
� � �� �d.w�„ 10°" uawM r�
�
G� � � .
' Co�tentrstio�s � MoMnee iAMr�
4 � . � �
_ -�w ��"'_ �i�l�� �QnM �OOIR �bMl�r N111
• j . • M�,� • �y
4 f'�- ' �IC��� • � . urd.' M►� I�ow
: -.',. • :_�� • CqK�lfltritiOfK � Mohr�et h1NM
• . 0lpkt10fK �wrt �� Mn
. �v,� �ar" � �ti*
;' v tanmee,ts: ,��Q� �c�.cJ�C � �� �CJ1L `o?� u/ � � ��J S 8 .
/��
r; _•' c.�e�n.a ws.��:i�«.tir a�wr a.c�aw oo�+.e.e a� v��R�"
�
�� w�k In.000.�esnc.Wa N.pMcaer ei+�Mo.��w.,.�a a�s. o K o�� 3 � / . ;
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� APPendix B-1 3
Figure B-55: Percolation Test Sheet S,� - �,,q �
�' �� 1 �
:'�COLATION TEST SHEgT -
. Tut hole loution j]� �,ld,� ���1r� 1 W' ` �
I7 Hole• __�C___ Date test hol��prepued: � �
Depth of hole bottom: _ �.�
inches Diuntler of hole:
Soil Data from test hole: ���1+�s •
depth,inches soil te:ture:
O -� / a.�' _ �o A �y„� �/9C r�°��+o,o.�G
���-�
Method o(seratehing iidewall; , Depth of pea sizt grave►fn boKom of hole: Z
Date and hour of initial water(illin — inches
, 8' �.Deplh o ' itial w er fillin /Z��
Method wcd to malntain 12'°of de �� __ hole for a houn: i ��C �& abovt hole botlom
; Percolation te�t conducted by: I � /`U .
Percolation test atarted at la /pml.
? Maxlmum water depth above hole bottom during test: inche•
� /a /� �
INTERVAL WATER wATER WATER
�� TIMH (MINUTES) DEPTH �AOP OROP PERC RATE ����
�� � (AacUon) (d���m��� CALCULATION
. •
1N�a.p�
' f � -S�ZCaT- �-�j� _1'���__ �, 7,� _ Z��- ( "� - // C/A U1=.0
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RFPILL
-------- 7As.i1
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Ten Percent Calculation •
� A"8"� 2. � _ /1 $ �j
. ,�,n , /� R � 3
.`� •rs��t M O � V V- �, �
r �/ m• ��t r A C wr���l 1I oj O
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� 9...�11�.� �../1'!;i� � u.�u� _'____ �
' If IN• lop��unl»r �n pRR11 w�t ��l ln�w�� 1• IwrV�r thwri 11�� boltom numb�r, I�k• •nolh�r r��dlnQ 11
ih• 10�1 nllml��r 1• •I�uwl t���ir wn�nllwr I��wn I�ffllOrn n�nr�h�r. �V�r�y• Ih• � �urnb�i• IOi Ihs prrC ��Iw
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� � Appendix &1 3
_ � Figure B-55: Percolation Test Sheet ,s� �� �� ` � '
:':RCOLATION TEST SHEST
Te�t ho�c�ccat,cn$3��Lc{,b� � 1\� ,�/ 4'/�
Hole• �"�-' Date test ho was prepued: �
Depth of hole bottom: �� inches Diunetcr of holt:
Soil Data from test hole: �^�ht°
n dept�in�'chea ,,�il��yrc:
. , � ,G j, , �o /��
��• .LG
Method of acratching sidewall: Q • Depth of pea siat gravel in bottom of hole: `
., inchea
Date and hour of Initial water(iliing: ` MDepth of i 'tial ater fill'n �
8� abo�c hole bottom
Method u�ed to maintain 12"of w�ende t in hole!or 6 ho ��i�►,� 5< <,�
/ i _ ) <ti/
Percolalion test conducted by: ciC�v\
Percolalion lest itarted at��/pm).
Maximum waterdepth above hole bottom during�eat: inchea
7� /G�/�
INTEFiVAL WATER WATER WATEq ��s�
TIME (MINUTES) DEPTH OFiOP OROP PERC RATE
(tractlon) (d�elmsl) CALCULATION
°•, �n�=.a
IO � START [Z �� _ � �^ - I / /6. lAs.��
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I(�_ REFI LL � ,
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'� ( REFILL
�? _�__ ��S�f� -�-��-- _�,G�p_ �=�-�� �_.�
ZO ReP1L / � 711�zM
Z' --3ra-- -le-��(o , _�__/��o_ --I'Q=b- � ��O�D; ���D tn=s
� REFILL ___"___
-------- -------- "YT�€' 6Tt�Sh E l/i�z.S�
----------
----'-'-' (��cimwl
REFIIL �_'�
-------- F
-------- 'TT� �a-r�s�-� 11lti s.{!
-------- ----------
-----"-- (�ecim�t)
REFIIL '__"_" . G y�s.�s
_�_'____ _"'_"_ """_'_' ��- �at' �Z", �y��sJ)
'-""-'-' �eclm�l
aev�« -------- H 7A:.i1
-- ------'- -------- IME �R�P ER
---------- lyli:9/
---------- <�«�.�..i>
Ten Percent Calculation •
�.,B:�o _ J �. g- _a . � $.�,nt , � _ , �, � � 1
G . m� •�1 r A C �rs��l � m� •�1 � o p
m. .., o � ., o.�o _ I.� J 7.� �_
�.1 r u H [� �
a.�o_ ,
C,D,t 17� /
1�...��.��r-o!C[)n N... — .U`� � ��•1� y ! � ♦ /
.11..� r../i 1•.�• 1 �..�-w..I �11�1� .5... ---- -� /
�ll�i�T.�• / ��
R•...11..� r../f"nr . o.�u — � � �/
C�...li..� . ..f nrr ` u.�v� _. ---
• I�.I'.G _ 1:�..1 1
� .....� r../TP�: a....ii..� ...� rr.- ' � ..�..� . ..� ��.:�� v....u..� . _
..�r�:��
A...wll��� • ../ Rr�. • n.�u � � . u.lu � �
Q....11•.� r ..I l'(';�� ------- -
' 11 Ihw lop nu�rH�ar In �wcl� ���1 �rl lii�w�w i• Iwryw� Ihwn 11�� holton� numb�r, I�k• •nolh�• r��lny 11
Ihw lo�i r���mli�r Iw w���ial Ii� nr w�nnn.�� Il�san I.nn�rri �.��.nti�.r. wvn•oyw 11.• � nurnb�r• lor Iho �rc rwl�
�'�" — � g '`5 �l � l/J
. �
,,�`' . , �:-
� ,
���:. .. .;. .: ,_ ., �
r�:. . S �5 � 7
� �_ � . � , � , ` ., .
U of MN Ons�te Sewage Treatment Program Soil Boring Log S�.�.. - 3�� �
Cliead Address: ('�v Q,� / � 7'/"�� � (,�A� DescripUon/GPS: Date:
� 3� �C� �� ��R,�n f�o p(2� ��� �,� 7/�/�a�cs�
Soil Parent Materiai(s). Till Outwash Lacustrine Alluvium Loess Organic Matter Bedrock
(clrcle all that a 1 )
Landscape Position: Summit Shouider BacWSide Slo Foot Slope Toe Slope
(circle one)
Vegetation: �ao� �y� Soil Survey Map Un� (s): s�ope(°/.): � �lo
Weather conditions/Time of Day: � N N — �.� yy� , L �
Slope Shape:
Depth(in) TeYture Matrix Mottle Redox Saturated Soil
Indicator(s) I Structur�— 1
Color s Celor s Kind s see back Sha e Grade Consis:;ence
c�P� _ „ , Granular Massivc ��u
� ,(,'/4C �C Concentrations ' P�e� V►'cak � riabl
� ^ ��� / Dcplctions loc iNocicratc Firm
'�'d � '�1 /�� /��-� Glcyed Pnsmatic tron� Extrcmcly Firm
Sin Ic Grain Loosc Ri id
� Q,L/ (J � Gnnular Massivc Loosc
�' �G.� y �j�,�, � Concentrations Pla� Weak nab C
�j �� DCplctions B��xk odcra Firm
v� `� �G � � � Y`�1'�'�'C . Gleyed . Prismatic Strong Ex�rcnx�ly Firtn
Sin��lc Grain l.ousc Ri id
� L-� G r+� Gnnular Massive Loose
(,'��� ��,O� N Concentrations - Plaiy �y
�� Depletions - Finn
�—�� �� � � p�J �/So Glcyed Prismatic Strong Eztrcmcly Firm
i
� Sin�Ic Grain L,00se Ri id
Q�� � E\ � Gnnular Massive l,00se
�� � �t,J �� ConCentration Plary Weak Friablr
/ Q�� �/ � •� � �yS �Ct1011 ` BIocQ
� �o a,,, /a ,� r Moa�« F��,,,
� Glcy ��j � � Prisrnatic Strung Ex�rcmcly Firtn
. Sin�Ir Gnin Loose Ri�id
'��3 � .,� ��Y�6 Gnnul•rr Massivc liwsc
.� , � �� ConcenUations Pl.ry Wrak Friablc
. � � Dcplctions Bkx:ky Mucirralr Finn
` Glcycd Prismatic Sirong L'ztnmcly Firtn
Sin�Ic Gnin l.�xnc Ri�id
Granular Massivr l.00sc
'y Conccntratiuns Plary H'cak Friablc
' Dcplctions �I�ky M�xicro�c Firm
Glcyed Prismatic Strung Extrcmcly Firtn
Comments: y�/� � ,r �5�� a,�.Y3,
Sin�Ic Grain La�se Ri id
�.�CQ 7�� r � �
� . . �. � � � ��-.. �
� . �-- . � � � . �. � . .
U of MN Ons�te Sewage Treatment Program Soil Bor�ng Log S�'.9.. - 3� �
Cilead Addreu: �v�,r / � T r� �' [,�gi� Dacripdon/CPS: :` Date: / � '
$ 3� �u uJ�' �A R� I�c o �Ko �0 1�n� �/���°'
1
Soll Parent Material(:) TIII Outwash Lacustriae Alluvium Loess Organic Matter Bedrock .i, ...-'►. �
(clrcle all that a 1 .� - r,
Laadscape Positloo: Summlt Shoulder Back/Side Slo Foot Slope Tce Slope
circle one
Vegetation: W oo� 2�yq Soii Survey Map Uni (s): Slope(•/.): � �la
Weather condltlonslTlme of Da : � N N • �
� l� � Slope ShA e: L �
' Saturated Soil
Deptb(lo) Te=ture Matrii Mottle Redox Indicator(s) 1 Structur�- - 1
Colo s Color s Kind s see back Sha e Crade Consistcnc�
�•)�� � ,AC `� � ' , Granular Mqssivc Loose
��r ��� Concentrationg � P�a�y Wcak � Friabl
Q+ /P_� Dcplclions ; a MoJcntc Firm
�O Q�� �D a, / Glcytd Prismatic Sin►n Extremcly Firtn
� Sin Ic Gnin Loox Ri id
� �_ , p, \ Granular Massivc Loc�sc
� � y os�
CYL�✓ Conceotrations Pla� ak riabk
,� �?�� q� AJ �ICIiOnS odc �
Q' �yy� i.v Firm
V �" "' I �O � .� . Gleytd , ��t� Strong Extrmxly Firtn
Sin�Ic Gnin Loosc Q� �d
' Q�� (,� a g/� � Gnnular 'v� ��
�, /7 ,, / COncrnhations- �� Wcak Friablc
7�3� �,�'`' GtJ � �,� y J�/3 Ittions - ` Blocky M cw�e
c�.� .� Y ?.� ��� �k,,� � a �;��,� �,� Exucmcly Firtn
� Sin�Ic Gnin L.00se Ri id
Ganular Mauive' l,00se
Concentrations P�a�y Wesk Friabk
. Deplctions - B�y Modaate Firm
G�� Prisnwtic Su�xig Extrrmcly Firm
. Sin�k(itain Loose Ri�id
.•� "~" ` ' Granular Massivc laxuc
••-� Concrnvations Platy Wcsk Fmblc
Dcplctions B�ky Aludcnir Finn
Glcycd ���� suo�� Eatn�mcly Firm
, Sin�Ic Grain Laxe Ri�iJ
, � Granular Alassivc Lnosc
� CQnccntntions P►��y v1'cak Friabtc
Ucplctions ��kY At�xfcro�c Firm
Glcyed Pris�natic S�ron` Facuemcty Fim�
Sin Ic Gnin Loose Ri id
Commenta: `j-J � � � � ,, � .
� �� ��� " � `� � �0�g �
� _ � ._ .. __. _.__.__.. . _ _ _..� .�_ _._ _ .
• . . . .. . � • . • � �
. ' �_ � � � 1 • ' �' �
U of MN Onsite Sewage Treatment Program Soil Bor�ng Log S�.. - 3� � '
Cliwd Addras: (�v Q,Y I � T/"/pZ �' Legal Dacription/CPS: ` � DAte: :
� 3� �� w'� ��c� �a Q(2� �o� rvl,� ���/�a�cs�
Soil Pareat Materlal(s). TIII Outwash Lacustrine Alluvium Loess Organi� Matter Bedrock .y ...-'� �
(cIrcie�tl that a I
,-- ...
L.aadscape Positlon: Summit Shoulder Back/Side Slo Foot Slope Toe Siope
circle one
Vegetation: W op� f�yq Soil Survey Map Un� (s): Slope(%): � �lo
Weather conditionsrl'Ime of Da : � N N • �
— l'1- � Slope Sha e: L �
' Saturated Soil
Deptb(in) Te:ture MatriY. Motlle Redox Indicator(s) 1 Structurr- 1
Colo s Color s Kind s see back Shs e Crade Consistcnc�
�� ' �/ ^C /� - ' � Granuler Massivc Loose
'C�/'7 L�-- Conccntrations � Pla� Wcak � riab
p�,� Dcplctions , � �ak Malcntc Firtn
D` �� `r �� '"1 `� �i � Glcyod ' Pnsmatic trun Exlrcmcly Firtn
� Sin k Gnin Loose Ri id
� �j.Ll (/
Gnnular Massivc Laxc
c.c.� y ��,� ����,o� �� W��k �,
I/� / /�'� n � Dcplclions odrntc Firm
` ' `� � /7' � �..� l�/�p . Gleyed , Prismatic S�rong Extrcmcly Firtn
Sin�Ic Gnin (_ousc Ri�id
' Q �.� �l � p2� ��� � Granular 've Loose
�� ��j W a,��`j Conctntrations- � Weak Frisbl
lQ' (� Blocky Modcra�e irm
U—� `�'��� ��J ,5/ �.� y��� G��� a �p�� �' _ � Prismatic Strong trcmcly Firm
� � Sin Ic Grsin L.00se Ri id
Ganulu Mauive' Loose
. Concrntrations Pla�y Wcak Friabk
. Dcplctiot�s - Blocky Mndcnte Firtn
G�,� Prisma�ic Suung Extrcmcly Firm
. Sin k(iwin Loose Ri�id
_ I , Graoular Massivc laxuc .
,�,� .. � , ; Concentrations P��r Wrsk Friabk
� Dcplctions B�ky N1ud�Ys�c Finn
Glcycd ��� s�+e txtnrt►rly Firtn
� Sio�k Grain L�wse Ri�iJ
" � Cxanular �lassivc Laaac
'. � Cqnccntntions Ma�y W'r•rk Friablc
Ucplctions ��kY 1►1�xi��ic Firm
Glcyed ��t� Strung Eatrrmcly Firtn
Sin k Grain Lane Ri id
comments: �,v/ � � ` _ �p� �� . 2a,�,1 d,.'S" 6" �
/� !
_ , ��c� � -�"��8 �
�:.� _�.�.....:�..�. .v���—._.�� ;.. ��.� ._ . .. .
....___.�.._. .. __ .. . . ... . .. ... ��,�. Y. .. ..�. . ...el.. .r -�.:�W:�.nlwY.. . Lt�V�M/1{N'YMi�y'.;�4��. .A
Appendix B-1 3
. Figure B-55: Percolation Test Sheet ��_ _ �
' 6 FZ��o, m � �xco��oN�sT sxEsr
Test hole location��� iT^^"1!� �u�µ��H ��M �T Date teet hole was prepared; � � " /�
Depth of hole bottom: / � inches Diameter of hole: lo
inches
Soil Data from test hole:
depQth,inc} �' / soil texturr. .{��C �il colqrG -� //
-- /<O!.} r7V� S[.1
_ ! ' — �'l.ti v /�'►� d�.!U �o o+�l
-- — � �
Method of scratching sidewall: ' Depth of pea size gravel in bottom of hole:�_ inches
�7 �i
Date and hour of initial water filling: � epth of init' 1 ter fill.�n�: ` abovc hole bottom
Method used to maintain 12"of water th i o e for 4 houn: _-_ ����-'L � PU
Percolation test conducted by: � Percolation test started at Z �ar�/ m)
Maximum water depth above hole bottom during teet: inches '7`�!' /�
[
iNTERVAL WATER DROP DROP PERC RATE ���
TIME (MINUTES) DEPTM CALCULATION
(6actlon) (d�clmal)
l/li:.Oi
'' Z''^ START _ '____ � _ 2,0 /U,vA �n=.n
�. � G.� '_�__ __�+^'___ _�__'__ _�/�"' �� C�a��l)�� �{s.��
L `L
�y R�E�F I,L L __ �7� � �/� / � _�! � /�•�J �N s.YS
a� ________ __ '____ ______/�_ I� �V �M� � �1 �I��� �6'."
�_ � RFFILL •�/ r ^�I/� '____'___� /�� I � �s.�
�� --�-- -�-----�0 -`--Y(--- —�'�-�- �E –s�a-r �
@ s REFICL __ � 7, D mc=.0
- _ � -1-5G 1�,
-- ��- -- ��i ---�-y�r� _� , 5 6_ � � ,R=�
3 ,Z 7 __ ���.,,.�
REFILI __ __ _ � � ZU _/�G� �E ��_�
.�i`t T �" ---�a- ---�� --�S��- �`— �E � �'
— - _ ----- --- -- ----- D .i 5/1=.tJ
R E F I L L F
-------- ��----�a-n� 11/16=.69
-- --------
_"_'___ __________ (�eclmwl)
------- v�=.�s
-- R EFI LL �j
_____'__ _
TIME ' T7RzSP �( �,�6sJ�
'_'____' _'__'_'_ _"___'___ Declmal '
REFILL ________ H �At,N
-------- -------- TTME �ROP PER ��6=�
------'---
---------- <Declmal)
Ten Percent Calculation •
A�B�C�(ni _ �Qrd �/ / r/ ^/
2! � B.C.L Zn� _ !C . Y' � �'(
Lnrge�t H o �4H. m�ll��t u o ABC L�rga�t M o UCD m� •�t M o H �
AJ // �
S..:a��e.�M� A,lC x 0.1� _ ���d //, `/ �.1�_ �-
Sn.allcsl w� IlCC7 " '
C,D� ( Z.� _ ��i,� 0,5 D.E,F
Lnr��.l w��F_ ¢m�lle�1 M o( COF_ Lwrg�.t n o OFF Sm� •�t �r o EF
Smw I�w1 r u nE " 0.10 � �� � a� 0.30�
Small�et w�o( pEF
. c�t+A. - ��r�+L��.i �'��� �Z � F G�H
�rg��t M o EF Smal�E G � � L�rg��t M of FGH Sq��ll��t M o!
� . Smwila�t ,r o/EFG x 0.10� �� Sma.11e�t w o F H x 0.10���
' I(the top number in each set of boxes is larqer than the bottom number, take anothe eadlnq. If
the top number Is equal to or smaller than bottOm number, everafle the 3 numbero for thg perc rata.
� ��� � � � � ��
� �
..�� � � '�� e � -
� . ,,o:.. .,.t !
, i `� �..��
�.;:y'.+ti.�:.<'ad M,-
f T�� r
Appendix &1 3
' Figure B-55: Percolation Test Sheet ���_ �
p/�o�vo , !�'1n� PERCOLATIOI�I TFST SHEET
Test hole location��� �� �a� `�,� Date test hole was prcpued: � Z G` ,
I� Hole r �
Depth oE hole bottom: �7 inches Diameter of hole: " inches
Soil Data from test hole:
— depth,in`� / �Gs�l texture: - �r{��C�il c-1or��'� � /�
d ` � _ .� /►�y� �� �J_(
Method of scratching sidewall: � �"`� Depth of pea size gravel in bottom of hole: � inches
Date and hour of initial water filling:/ � Depth of in'tiqJ water fill'n : � Z above hole bottom
Method used to maintain 12"of wat�e�/$���th�yttol for 4 houn: o-�
Percolation test conducted by: / " �`� Percolation test started at Z(un m),
Mtximum water depth above hole bottom during test: inches �/��/ �/
l7
ONTERVAL WATER DROP DROP PERC RATE ���
TIME (MINUTES) DEPTH CALCULATION
(tractlon) (tleclmal) �n`��
'. o 7
START _____ � . `,^/�" . �A �n:.u
�{ — ��
�^ � a� __�`�'__ �'____ _�____' �C_�__' �€ � DROP1'�Z.` �/I{s.l�
�� "-�" _'____ � p Z•O !P c� ,N=.:s
-------- ----- �n.s �ar��c
� �
� ---------- Z ne ��r..� 5116=.�1
--------
,L Y� neF�_� -Q)-_�r�� --�-�/�`O �� .D 1 Z� - �eQy_ �4� C Nz.31
"c.� �r.-i� ' —6i�6r �€ff�
� --- ----�----
� -REFtLL_ _ _' /� �/ ( � ` q y ZP - t 7 ��D m��.0
?.. �2'G �i -�-------- �€ iQz3
---------- �e /m�l
REFILL __'_____ E ���,�
___'___' __'___'_ IM ��t'' �Z`
_'_'__"__ ___"_'___ 1 �s.�
` REFILL • F
. ________ T M ��SP ��tL` I�fl{s.�
-- '_______ _"____' _____'____
-----"-- (�sclmwl)
R E F 1 L L
-------- G y��.�s
T�M� �$tP�� �Z` ���i��
____'__' ___'____ __"___'__ _"__"__' D�dmwl '
REFILL ________ H �IIs.{I
-------- ------- TIME �R P PER ��`s�
----------
-'-------- (Declmal)
Ten Percent Calculation '
A�B�C!`P•�_ U • 7 �,C, $.C,i� /D�3 /Q � p
Lnrq��t M o AH. Sm�lle�t M o ABC Lrrge�l N� B D m�l •�t M o D ��
Si.�allewf M'�Al)C x 0.10 � D� �a�� 0.10� // O
Sn�alle�l •c�( ItCC� % .
�"D'E - D" .,..� = I o fJO,3�lo.� � o?
Lnrg��l M o�F �m�llasl M o C�F_ rg��l M o OFF o DEP�
Smwt �w� •u DE x 0.10 — J 0.1 � � �
Smaila�t r+of DL-F "
E,F,G F,G,H
� L�rga�t�r�EFG m�Uut w of EFG � L�rgs�t M o( FGH Sqs�ll��t M p
r
.. Small��t M o EFG x 0.10� Sm�lla�! M o F�H x 0.10�__��
' If the top number in each set of boxes is larfler than the bottom number, take anothe eadinq. If
the top number is equal to or smaller tha� bottOm number, averape the 3 numbers for tha perc rate.
!� - � � .
,�,.�. .= %��� � �,�
A
�� � � �
. i �. � �
' ' ' A�;; � �.:r' `'�
DATE TIME�
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED ��L47""``—
PERMIT NO. COMPLETED �
ADDRESS tl3J ��l�U`/' T��"•�'1 ��do�
OWNER TELEPHON t�0.
CONTRACTOR U ���
� DESCRIPTION " ' v� � �
4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ PROGRESS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
�4 ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL
_
v ❑ DEMO-SITE EPTIC INSTALL ❑ FOUNDATION/REMOVAL
2 OWNERfCONTRACTOR TO ME U:_YES_NO
v�, COMMENTS:
W !! !/� a N
a
oeu�' �K
�
�
° �� r'm v�
W
�
Q
�
2
W
�
W
�
j
d
W WORK SATISFACTORY:PROCEED ❑PRW ECT COMPLETE
� ❑ RECT WORK 8 PROCEED �ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTtON TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITiONWRHIN HOURS. ❑pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDEN POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIHED.CALL TO ARRANGE ACCESS.
Cau forthe next inspection 24 hours in advance. (952) 249-4600
OwnerlCon r on site•
Inspector:
White Copyllnspecto�'s Ffle Cenary CopylSite Notice
- � -� �
� ATE TIME
CITY OF ORONO cnLLED IN ��_
INSPECTION N�T�FS_�y SCHEDULED
PERMR NO. r�� MPLETED
ADDRESS �'�/
OWNER TELEP ONE NO - �
CONTRACTOR ���'��
� DESCRIPTION v /
W ❑ FOOTING ❑ DEM -FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
� ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlCOI�ITRACTOR TO MEET Y�OU:_YES_NO
� COMMENTS:
� � - /,�0 ,�e���G l �I000 ��e ca � e
o C cnvt-Gr e 7�-e
'' .S—_" vG� 0 L -e�l�' Q�a
W �������� — � �`` s';l� �d " S�� �
�
Q
�
�
, �
�
a
W� O WORKSATI.SFACTORY`.PROCEED ❑PROJECT COMPLEfE
W O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE CONERING PEqMANENT
❑CORRECT UNSAFE CONDITION WRHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR ��TATION ISSUED
❑INSPECTION REOUIRED_CALL TO ARRANGE ACCESS.
Call brthe next inspection 24 hours in advanoe. (952) 249-4600
OwnerlContra on site:
Inspeator:
CopyfMspecMrs FlI� Canary CopylSUs Notlee