HomeMy WebLinkAbout2001-P04576 (new septic) CITY OF ORONO PERMIT
2750 Kelley Parkway - PO Box 66 Permit Number: Poas�6
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: 1��i�2ooi
SITE ADDRESS: 2155 Carriage La
L,ong Lake,MN 55356
PID: io-ii�-23-21-ooio
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes& Sons Exc. Inc. OWNER: John Rohse
263 82nd Street S.E. 2155 Carriage La
Montrose, MN 55303 Long Lake, MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Cooies: 1-File(SiQnitures Required). 1-Apvlicant, 1-Monthlv Reports, 1-Assessine, I-Finance Page 1
CITY OF ORONO SEPTIC SYSTE�I�I PERi'��IIT APPLICATIO�
Bos 66 (2750 Kelley Pazkway) , :��;
Cr�stal Bay, I�In 5�323 nv ` \(n
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JOB SITE ADDRESS � � ,� `- ;_� <' � ✓"v r �:��� � �� .
Occupancy Type: Residential `� Commercial Other
Permit Type: New or Replacement System $100.00 �
Repair Existing System $ 50.00
(Tanks or Drainfield)
�0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name:�J �,l� �� �) �S ��- Phone Number:
1Vlailing Address: City: Zip:
Contractor's Name: �-��..-, �� > .� S�-�,� �-;� _ PhoneNumber: �,iL ��� -<;S�Z�
J
Nlailing Address:b��, 3 � Z— S f_ s•c= ___City: �-�=� Zip: 5 53k��
*** DO NOT �IIAIL PAYiYIEi�'T`ti'ITH THIS APPLICATION***
GEI�'ERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; ho�vever, permits �vill 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.
2. Permits will be issued only to contractors holdinj a Minnesota Pollution Control
Agency(I��CA) Septic System Installers License.
3. All�vork must be done in accordance�vith the approved septic system desi�n. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet sijned by the City Inspector.
4. The followin� inspections �vill be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, an�l general contractor.
B. Tank installation prior to coverin�.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required after
rou�h up but prior to sand placement(sand will be jar tested for silt content), and a�ain
durin� pressure distribution pipin� installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(w•here required) components are functional and comply with codes.
5. Individual holding�IPCAInstallers License shall be present durin�all inspections. A 24-hour
notice is required for all inspections.
I�'OTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropria,te
b oxes.
� 1. I have received a copy of the system desi�n includinj the City of Orono Septi� -
-- �
System Approval Cover Sheet.
� (�
� ` ' 2. I�vill be installin�the followin�:
A. Tanks: ✓Precast Concrete Other Manufacturer ��rw�'.✓
Tank Capacities: 1) /,3G�� gal. 2)��gal 3) gal
B. Pump Station(if required)
� Pump make& model (attach pump curve&
/� r�w�� literature); system design requires gpm at feet of head.
�G'
Hijh water alarm make&model . Outside
electrical work to be completed by installer electrician other.
C. Treatme System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions ' x '
L�Drop Boxes Sand bed d'unensions ' x '
Distribution Box Pre�sure Dist. Pipe Diam. "
( �1" L��;,,c.��s� Nlanifold Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
� trucked in
The undersijned hereby applies to the Ciry of Orono for is�uance of a septic system installation permit,
a�rees to do all �vork in strict accordance with ordinances of the City and the re�ulations of the State
of Nlinnesota,and certifies that all statements made on this application are complete,true and correct.
Si�natureofApplicant Date: //� %— O i
MPCA License No. (� ��
-------------------------------------------------------------------------------------------------------------------_emo
Staft'Revie�ti•: Approval / \ Denial
Re��ie�ver: �� -'�w��,�.^ Date: � �— �� �� �
Reason for Denial:
� - - - � SEPTIC SYSTEM APPROVAL
, ���
ORONO COPY
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1 ` G Street Address: Mailing Address: `
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�` `�kEggOg' � � 2750 Kelley Parkway P.O. Box 66
— Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Phone (Home) (Work)
L d.� � Address �115, C'a rzR�.��� �„1 City DRoao State ^� Zip
Site Evaluator G✓P�-/�,�,��cc� State License # ij3 Phone# G i z-[��z-1 sg�
��o�� � T y pe of Establishment: Sin gle Famil y_� Multi Famil y
Commercial �tI�� Garba�e Disposal Yes No
No. Potential Bedrooms S Est. Gallons Per Day 7 Sc7
Water Meter Required: Yes_ No.X Soil Sizing Factor �. b�7
Perc Rates P-1 /`9 P-2 a� P-3 2� P-4 i 2. P-5 J'� P-6� P-7
Restricting Layer Depth B-l� B-2 k$" B-3�6" B-4 78 " B-SS�" B-6,��" � 52'; 5��% S`�,jb�`s�
Type of Treatment System:
Standard k Experimental Alternative
Pressurized Mound System At-Grade System
Gravity Trenches System j� Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size 1 3 0(7 # of Tanks 'L Lift Tank Size —
Pump Brand GPM — Head
Treatment System: L;,,,}QA f
Minimum L!I � �a Feet with inches of rock below pipe
Type of covering Fabric X Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO Il�TSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
. fencin� must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED_� DElvIED By the City of Orono subject to eYistin�regulations and
the follo�ving conditions:
.
By: Z� C�z
�}i�$$Y$TEM IS DESIGNED FOR Chris Pence, On-Site Systems Manager
__,_BEDROOMS. A��NES NSS ESIGN.B�
pF gEpRppMS INVAUDAT
Telephone(612)249-4600 • Fax(612)249-0616
, Westwood Professional Services, Inc .
104 Marty Dnve,Suite 3
Buf(alo,MN 55313
Phone:612-682-2587
Fax 612 682-2639
npril2l, 1999 rouF�ee issa_bs�-�ss�
Email:wpsC�?wesiwoodps.com
SIeVe �0�1�
E3ohland Development
a2o u�i��,d �.��,e
Piy�„�uti,. Mrv ssaa�
RE: Septic System Site Plan for Lot 3, Carriage Hill, Orono, Minnesota.
• Dear Steve:
This propcised on-site septic system �vas designed for a 5 bedroum home, with an estimated flo�v of 7�0
�,alions per d�i��. �1-he syslcm bcst suitablc for this arca �vill bc �11�; It: of 10'� Gravelless U�ench installed
no decper than 13" below the existing ground level. 'I�he scas��nal high ��ater table was found at a dcpth
of 4.I feet in the Septic area. Two 1300 gallon septic tanks �vill be adeyuate for a system of this sire.
�f he site in which this system is proposed has an average e�istin�ground slope of 7%. Percolation rates
for this particular site were found to be bet�veen 15-29 MP1.
An alternate septic system has been designed to show that there is enough undisturbed area on the lot to
support another septic system. This system was also designed for a 5 bedroom home. The seasonal
water table was found at a depth of 48 inches, this site would also require 418� If. of 10" Gravelless
trench. "I�his system will not need to be constructed unless the primary system fails.
Certain precautions will need to be made to protect the areas in which the above referenced septic
systems are proposed. Both primary and alternate septic areas have been or will be staked off. It is
recommended tl�at safety fence be placed around both of the sites for protection during construction of
this project. [t is critical that the soil is not disturbed before, during, and after construction of the
system.
These system should treat the septic effluent effectively if the systems are installed properly and are
maintained properly. It is recommenced that the septic tanks be pumped once every two years. This
will reduce the chance of solids reaching the system. It is also recommended not to use excessive
amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This
bacteria is needed to treat the septic effluent
Desigmny the Fuwre loday_since 1972
If you have any questions in regards to this design, I will be happy to answer them. 1 can be reached at
(612) 682-2587.
Sincerely,
WESTWOOD PROFESSIONAI, SERVICE:S, INC.
�'�-�- Gr�z�
Bernie Miller
Septic Site Designer
MPCA Lic. No. 43
cc. Stephen Vb'eckman
m1999 Westwood Professional Services, Inc.
, G�_ �-' � �� , � � � .
� \� � \ LEG�ND
v � � ,�
'� OW exlsting we//
1"�`5-'-,.WE TLAN D/ TBACK � soi/ bo�ing
� ATE SEPTIC SITE Q P�ca/afion r`Sr
' 41 0 F 10 I D x--- existing fence
��� � G EL TREi�! �� � existing d�ciduous r��
\ S64 � � � exisfin conife�ous free
� E F � LAND � \ ` ?� existing e%votion confou�
� � S63 g . � � ,_v _� �
/ �C 92x4 exisfing spot e%wtion
A L
\ � �\ \ 92+�4 proposed spot e%✓otion
�9 � , � ❑ E/evotions re%fi�e ond ossumed
� $6� O � � 6 \ � E/evations �e/ative to U.S.G.S. 7929 N.G.V.D.
�O� � $7� � �� Denotes p�oposed surfoce d�oinoqe
SB1
PRIM Y SEPTIC ST ���}- 9 SB � ��AV �
F O F 1 0 G R A V E L S S �T S o d c o m p o c t i o i� i n s e p t i c o�e a b e f a�e, d u r i n g v�d
TRENCH) � ��4 ofte� construction
_ � S J S 1 � � 2 T�enches a�e fo be insta//ed Paro//e/ fo the contours and the
� f�ench ex�avafions a�e not to exceed o moximum depth of
� \ .
,!'� . S� \ ` � 12 inches be%w the existing g�ound surface.
� � �` �
\ � X 3. ve�ify befo�e d�i//ing that no septic fanks o� drainfie/ds
2-1300 GALLON PRE— are within a 50 �oot radius of proposed we// %cation.
(100 feet for sha//ow we//)
CAS�E•PTIC TA� �
4. Ve�ify befo�e const�uction that no sho/%w we//s o�e within
. � 100 feef, or deep we//s within 50 feet of P�oposed septic
• � fanks o� d�ainfie/d oreo.
\
� � 5. To extend the /ife of septic system pump septic tanks a
� ` minimum of every 2 y�a�s.
t
� \ \ � \ 6. See attached sheets for additiono/ const�uction detai/s.
7. Soi/ Ciassified cs Bu�ns�i//e sandy /oam (BuC) 6-12� siopes,
S89 PROPOSED 5 BED ' acco�ding to the U.S. Depo�tment of Ag�icu/tu�e soi/ Survey
Q�M HOME � 8. Site p/an p�epo�sd by o� unde� fhe supe��ision of Bernie
5 Mi//e�— M.P.C.A. Licens No. 4.3
WEOP OSED ����.-., Zl-�''r
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N Dote
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9
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W e s t w o o d Property location. DESIGNED BCM REQUESTED BY: 4/40/9�
WestwoodProfessional Services. Inc DRAWN BC� Septic System
,04 M�t� o�c�, Suite 3 Lot 3, CARRIAGE HILL, OFono Site Plan Bohland Development
Buffalo, MN 55313 CHECKED �MC Job No.
612 682-2587
Plymouth,r�v. 98795
11�U1� IUL,AI. �i�.1�1��1.L I IZ1.A 11��L�� l �111 Lf�l 1hl)hh�ltl.l. l .
FL�W fishm��led�eN�akc Fl��w m Gallonc��cr ba�'lFf�l
Gof 3 -- --
A. f•.sttmatcd ��- — ---- ?:F�c1 Nonilx�i — _ _—
iT1CdtiU1'E'd ----. X = }��i(j o( �I}�pc I Iypc II l)'�r III TVpe I V
HeJiuums
SEPTIC TANK VOLUME p,,��,�,y 1� , -��x� ,,5 �K�
B. ---_v� Pi��---- gallons
� aso �cx� z i x M�`�
i4,�,�,,n a� 4 �x� ��s ,5� w�
5 750 45p 2yq °'�°`•
SOILS (Site evaluation data) �' `�x� S-'� ��'- ,^�
� ioso hai ��a ,��n�,
C. De th to restrictin� la er= ____ �cx� ���5 aoa `°'""""
P �, Y -_-L---- fee� x i_
D. Maxirnum depth of system C-3 ft = _��____ feet
E. Texture ST/�_Z��2✓y_ PeICOIatIOII CBtt ��-Z� MPl Mmlmum Minimum
L/iD�./� S( ft d Numhcr tiepuc TanA ('apacn��wnh
F, SSF " � �gp O(� Liqwd Garbagc
�C(�fOOITIti (�apaa�y Dis�wsal
TRENCH BOTTOM AREA (gallonsl �gailonsl
H. For trenches with 6 inches of rock below the pipe: 2 or►ess 750 �,�?S
A x F = x = sq ft of bottom area 3 or 4 1.0(� I,S(x)
5 or 6 1.S(� 2.250
I. I�or trenches with 12 inches of rock below the pipe: 7�r 8 2,exx) 3,000
A x F x 0.8= x x 0.8= sq ft of bottom area o�er 9 See fig.C-6 �x i.5)
J. For trenches with 18 inches of rock below the pipe:
A x F x 0.66= x x 0.66= sq ft of bottom area �����na,.�,.•.,.,,,,h Hryuind Arcs kv k•„�x,•,R•�,�,,.,,,
K. For trenches with 24 inches of rock below the pipe: �;;��;�,"�,^�"�<<, k,;i T�xa,r� �,R:��� =�a.;
,d,. r.�,��.,k
A x F x 0.6= x x 0.6 = sq ft of bottom area '"'�"'
BED BOTTOM AREA ���ter than o�' oarsc Sand ----- -----
01 to 5 Sand 0.83 720
L. For Gravity beds with 6 or 12 inches of rock below the pipe; ����s E�,e s,na•• �.6% o.Fo
6 ro 15 andy L,oam 1.27 0.79
1.5 x A x F= 1.5 x x = sq ft of bottom area �b c��so t,�am �.F� o.�o
For Pressure beds with 6 or 12 inches of rock below the i e; :��t�,45 s�t�[.�,a�„ 3_00 oso
p � 46 to F�() Cla�L.oam 220 0 45
A x F= x = sq ft af bottom area s��N•�*rt,an�m'" �C�a� --- (o.za�
ROCK VOLUME IN CU FT ---- — -- --�-
•�„���,.,�„A��.�, ,.�axr«rr�mr��
U>+�sv.�em.I��r rr�iAl��miirblr x�il�.
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: ~����n�,��F�,,.�,�m��•r.,����r�,�,�•�>���„•.��,,
"4�7 wLLh hw high a prrmntage o(clav fur
M=Rock depth+6 inches x Area (H,I,J,L,K) nsullationu(aningnwndsundani>,.��rm
( +0.5 ft)x = cu ft
ROCK VOLUME IN CU YDS
N. Volume in cu ft divided by 27
M=27=cu yds_=27= cu yds 6 inches- 0% Reduction*
ROCK WEIGHT 12 inches= 20% Reduction
O. Cubic yards times 1.4= tons
n1 X 1.4 - tons x 1.4 - tons 18 inches=34% Reduction
24 inches= 40% Reduction
DISTRIBUTION *sizing for gravelless trench
{Check one based on slope) Bed (<6%>slope)
Trenches ✓Drop boxes (any slope) Distribution box (<3%)
SYSTEM LENGTH
I'. Select width = ft T
f.f.f.r.r.r.r.r.i.r.r.r.f.f.f.
Q. Divide bottom area by width: (H,I,J,or K) =P= lineal feet f~r;r�}:f�r`r:'f�f�f�f~f�f�f�f` 2 mc�Co�ner
ti•ti•ti•ti•ti•1�•1•ti•ti•ti•ti•ti•1•ti•ti �
l•l•J•f•f•f•l•J•f•f•f•!•f.l.f•
— = 1111C�31 fc:�t ti.ti.ti.ti.ti.ti. .ti.ti.,.,.ti.ti.ti
— — — l•l•l•l•J•f •l•l•,r•f•l•
ti•ti•'L•L• •ti•ti•ti.�L.ti
Gravelless Pipe fti;tiftiftif ti?{?{ftifti
f.r•f-
( 10" :A x F-3)= Lineal Feet (8" :A x F-2)= Lineal Feet f:f:;.':f}• �}�•�.�•� 4 mchPipe
� r•r•r•
ti•ti.ti.ti• 1•ti.ti.ti.1
ftittirtirtirti rtir�rtirtirti
C}lc1II1�lC'r �A X F=W1CIt}1 nf C}1d171�iE'C) r.r•r.r.r. .r-s.r.r.r•
(/�� ti•ti•ti•ti•ti•ti• •ti•ti-ti-ti•ti•ti
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r•r•r�r-:•r•r•:•r•r•f•:•r•r•:•
LAWN AREA f'f'rtif'j�'l'r1j'l"'�rtiJlftiltirl
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LAYOUT (Lst' (�thc'r<1�3!') ..r.f.,.f.;.'.r.f.r.r.r.r.;.;.
L Sel��ct�3n a}���r<���riaie siak;��ne s�3uarc� - _ - - lrrt
2. Shc>w pt:riincnt �ro}�crty boundaric�, ri};ht-c�t-�v.�v, ratirment5.
3. Sho�� location of house, gara�;e, drivewa��, and all other
improvements, existin�; or proposed
4. Show l��cation and layc>ut of sewagt trc�atmciit svstem.
S. Show location of water suF�ply well.
6. Dimensi<in all set backs and separatiun d�stanc��s.
:
INSULATED �
VENT LOCATE THE SEPTIC TANK
PI PE
NEAR THE MAIN SOURCE
OF SEWAG E
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.
�,,,_.-.i�,:'`1;�,.;:.,�
CLEAN � :����. . �: � `.
OUT ��'� �=��,:;,''�f�� . �r �:
:< .� :� �
6" TO I 2" 0 F
��� EARTH COVER
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�--�,-:-,�.�� TO S01 L
NO CLOSER �`�����"�����-'`��� �� TREATMENT
THAN 10' a� �3�� UN i T
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GRAVELLESS TRENCH CQNSTRUCTION DETAILS - - i
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1 ll2" lnspec��o;� = �
Inlet Pipe lo Next Well
Drop 8ox � ��2 Male
Adapter i
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i 6-�jZ Sol! Backlill �!
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� Corrugated Tubing Covered
: 9s 2 wilh Geotextile F�bri 9s5 s� '
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Trench �ength = up to 100 Feet ,'
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Overfill to Al�ow NOTFS : 1 . Botiom o! trench musl i
tor Settl�ng be leve . Top
ot tubi�g must be �evel.
Soi1 � 2�� oi Soil 2. Scarify trench bottom and sidewalls
, Backfill BackfilJ at IAast 12 inciies above trench bottior�
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Holes Located manufacturers perlormance criter�a
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f �it�n F'r;iine. MN 56344 I3uffaio. MN 55313
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L O G S O F S O 1 L B O R I N G S O 7599 Anagram Drive � 104 Marty Drive,ste.3
Eden Prairie, MN 55344 Buffalo, MN 55313
612-937-5150 612-682-2587
toll free 1-888-682-2587
FAX 612-937-5822 FAX 612-682-2639
Lucauun or Pr�iject: fiohland Developmen[ 98795 Uate- a/19/99
13urines madc b�� Bcrnie Millcr
Classitication Svstem: AASHO USDA-SCS X Uni�ird Other
ilu�cr used�check t�vo) Hand X or Power f 1i�ht or Bucket X Oiher
I�c�th 13oring Number 6 Z [)c�th 13oring Numbcr
in Surface Elevation in Sur��ne l;levation
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End ut Borine at S,Z, feet. E,nd of Borin� �! �S— feet.
Standing water table: Standing�vater table:
Present at� feet of depth. Present at Ceet of depth,
hours aftcr boring. hours after boring.
Not pr�sent in boring hole X Not present in boring hole X
;ti4ollled soil: MotNed soil:
Obscrved at of depth Observed at ,� of depth
Not present in boring hole: Not present in boring holc:
Observations and comments: Observations and comments:
------------------------------------------------------------ ---------------------------------------------------------
• � � ��. Westwood Professional Services, Inc
fJ 1599 Anagram Dnve C�7 104 Marty Drive, Ste.3
P E R C O L A T I O N T E S T S H E E T Ede� Praine, nnN ss3aa Butta�o,MN 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location Bohland Developement �-D�' 3
Depih oi hole bottom 18 inches Hole No 1 +- 3�
Diameter of hole 6-8 inches Date test hole was prepared: /��1_.3�yt�
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewall: hub w/nails Depth of pea size gravei in bottom of hole 2 inches
Date and hour of initial water filling: /z�� 3 9._3C� Depth of irntial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: 1�� Percolation test staRed at 9;Z 6
Maximum water depth above hole bottom dunng est
8 inches Date � , c�" �;
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
�1 : ZO START � �
- - - - --�_t�%---- �--���------ --��--1__- A
; � , i- = �/. �"� TIME - DROP = PERC
��y�, REFILL � -
-
- - - t3, .� - 4�'`----- �--��=3------- --��'-�---_. B
/D.'.5, (r'} .;�/ T1ME - DROP = PERC
lD:S3 REFILL �/ � �
— — /. 3 � S L�'----- ---�1�3>5--- ._J_�,- ---- C
Z�� -� � TIME - DROP = PERC
'�26 REFILL d - --Z�--- --�--------- --�S'�- �
� 2.`� l I ( TIME - DROP = PERC
� '.�-rj REFlLL D _ E?� .-�=z�•--- __v_/Z_P �_�_ E
p� Fj� Z�J Z���( Z-25— TIME = DROP = PERC
�D��g REFILL d Z F
— — - -�=�--- �----�--------- -----�----
' Z 2- I I ` TIME - OROP = PERC
A, B, C I3, C, D
/�rg.-�i qu/AH(' GnulL���a uJAH(' /mx�•,v auJH['U Smullr.r a a/U(7�
� (�_��) — X (�.�Q —
.Smallr.ci q n�.4H(� .1�m,Jlrv q u/H('l)
C, D, E t). E, F ---
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<„��,�:� �,,,,,�,,„a„�,�,�
c Q_I11 � O.IU
�c„��,u��,�a.,�<�i��: �c,,,,,ii.,�e„�ni.i
� . Westwood Professional Services, Inc
��
❑ 7599 Anagram Drive L�l 104 Marty Drive, Ste.3
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 55313
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location: Bohland Development, 98795 �o't 3
Depth of hole bottom: 18 inches Hole No.: 9� 3
Diameter of hole: 6-8 inc.hes Date test hole was prepared: �
Soil Data from Test Hole
depth, inches soil texture soil color
see logs
Method of scratching sidewail: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: i "L 2.7 3 y.�3�i Depth of initial water filling 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic sfphon
Percolation test conducted b �. �S Percolation test started at y��L �,'2 y
Y: ��ti � sc
Maximum water depth above hole bottom during test
8 inches Date /� �
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
1 l Z START C� -
�� '' Z7 I�/� I, ZS TIME ---- _ -DROPS----- _ ._ERC�--- A
Q ��� REFILL U _ - (�S: 3, �5____ ZO.O__. 6
( ^i.S (�S ��% 3' zs TIME =- DROP-- - --PERC
l�7'�5 REFILL � j.2S 2'�---- l�z�---- Z���--- C
lJ ZQ 2S �/y TIME - DROP = PERC
;Zy REFILL O � (2.2 D
`�� 2q z3� 23� Z- TIMEL--- _ ._ R P$----- _ � PERC----
9'.�{ REFILL d _ < � '/ 6 y s•ZS �Z. Z E
3� 10:S E>�I S' J /`1 S�ZS TIME----- - -DROP------- _ --PERC-----
�O`,SS REFILL � --�6--- ---2��3 �2e2---- F
I ' �-6 �J Z�1 3 �Z- � T1ME - DROP = PERC
A, I3, C �� C� p
l.uy;r.v anJ,4H(' .CmaUesl N o/AH(� l<irge��bnJ h'��U .Smullesl q uJB['l)
� U.�U — V �.�U —
.I�rnnll,�,cr a n/AH(' .\m.Jlra�d n/N(Y)
��, U. H: --- U, F;, �: � ---
i:;-,-.-_�,,�„i — ��,.,�,u��„n„��,�,— ---—�—�� - i,,.�...-, ,—,,i,�,—__ ,—;,:�,ii..-,li,,,nr:r ---
� 0 I l) � (I.I U -
�,null.�itl��/i7�/. — _ ��m,Jlr�ip„/l�lJ
- � . Westwood Professional Services, Inc
��
❑ 1599 Anagram Dnve C�I 104 Marty Drive, Ste 3
P E R C O L A T I O N T E S T S H E E T Fde� Pra��ie,MN 55344 E3uHalo, MN 5s3t3
612-937-5150 612-682-2587
FAX 612-937-5822 FAX 612-682-2639
Test hole location: Bohland Development, 98795 ��� �
Depth of hole botlom 18 inches Hole No 35 t �
Diameter of hole 6-8 inches Date test hole was prepared: ;l�� g f��'
Soil Data from Test Hole
depth, inches soil texture soii color
see logs
Method of scratching s�dewall: hub w/nails Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filiing �;f �� cy;3��Depth of initial water filling 12 above hole bottom
s
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: � �;,,iJ�;�' Percolatio�test started at �• Z 3/�';Z y
Maximum water depth above hoie bottom during test: ��
8 inches Cate i Z�z y�y�'
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimaQ CALCULATION
�:z3 START � - --2-7- --/._H7S-- -j�/.--`?�-- A
9�S � 7 / T/ �'�Iy TIME - DROP = PERC
3S `�-.5/ REFILL � " �� '
lO:..� �i 5 .sJ �'(. (c l.S TIME----- _ -- RD OP�s = PERC/---- B
/D'�(a REFILL O _ f�J5 __� �' ---�'-7=�--- -�-�'g---- C
l('Z Z '�j TIME - DROP = PERC
�I;ZS� REFILL C� 2-�3--- 2------ --�-�=-�--. D
,' S Z p�Z�j Z � Z 2- TIME: = DROP = PERC
3f ; � RE/FILL � 6�� y�_b_�--- 1y'_U�__ E
`� aS � TIM(= = DROP = PERC
� � �. � - -
: S7 REFILL O _ - ��-- �--- 2'� <<-{ .-�---- F
� 3 3 I- 7,S_- TIME - D�OP = PERC
A� �,C B., C, U
I.v�.•v a„/.4N�' �,,,,,u.-,r x�,/.aUr t.,,x.�,�a„��tr'n 5',���n�-��a�,�is�7�
� 0 10 = x 0.10 -
s���,ii.:,�a jJ.4�tr s„��,n.•,�a�,/a<'n
�, n, N. --- �), f'., F —� -
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� U IU � c 0-i(I
�;,�„u,„a„/��l u� — ,;,,,,a��,i a„�i����
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED l l-�� �Z-O O
PERMIT NO. �6\',��7� COMPLETED '�� `Z�� ��
ADDRESS ��5� C P r c:�� , �
OWNER CONTR. �G�S
TELEPHONE NO.
� DESCRIPTION �e i� � . L � �S���
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBfNG RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATiON/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YE _NO
� COMMENTS:
W — �j dCu� �o�es
a
o -- t��O S -�-a— -� �"�t�c� <tiv�i QS S
� ��� � � (� -Se� U.r� }v,�,
� �
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W
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� -- r�b �,.�� �� d �_ �e v� -�
j �i���t ��-�7 S�S��
�WORK SATISFACTORY:PROCEED �iOJECT COMPLEf E
i
W ORRECT WORK&PFiOCEED ❑ I SUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
�CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (952) 249-46��
OwnerlContractQr on site: a t
Inspector. ��� ���r-�
White Copyllnspector's File Canary CopylSite Notice