HomeMy WebLinkAbout2003-P06880 (septic) � PERMIT
�ITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: Po688o
Crystal Bay, Minnesota 55323 Permit Type: s�n�
(952) 249-4600 Date Issued: ioiioi2oo3
SITE ADDRESS: 3120 Sussex Rd
Long Lake,MN 55356
P I D: 04-117-23-3 2-0009
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:
EE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
PPLICANT' Swedlund Septic(See Comments) OWNER' Brett&Stephanie Anderson
� 930 Deer Creek Parkway � 11244 Cedar Pointe Dr S
Belle Plaine,MN 56011 Minnetonka,MN 55305
Tf�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 S[JED BY SIGNATURE
Covies: 1-File(Si�nitures Required), 1-Auulican�1-Monthlv Renorts, 1-AssessinQ, 1-Finance Page 1
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CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION
Boa 66(2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB STTE ADDRESS ���I� J�SS� �d A'D
Occupancy Type: Residential� Commercial Other
Permit Type: New or Replacement System $100.00 /D�. �d
Repair Eaisting System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner'sName: � �K1�✓I1�/Q ���UST° PhoneNumber:
Mailing Address: City: Zip:
Contractor's Name: �(,tJ�'DLLLNl7 S�P77� Phone Number: 95�--B�J,�� �//
Mailing Address: 9.�0 7��Z C�2��!( PK��! City:Q �,� Zip: �p//
(��(.C}'/N� ,
*** DO NOT MAII,PAYMENT`VTTH THIS APPLICATION***
GENERAL INSTRUCTIONS
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 cazd is on the job site.
2. Permits will be issued only 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. Design reports
I are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required)components are functional and comply with codes. "
5. Individual holding MPCA Installers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
I
I
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,
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installing the following:
A Tanks: ,3 Precast Concrete Other Nlanufacturer
Tank Capacities: 1)-�,�� gal. 2) /o�✓� gal 3)�g�
/��
B. Pump Station(if requued)
Pump make&model �DU,(�D (attach pump curve&
literature); system design requires�gpm at �/ feet of head.
High water alazm make&model ,(�1/� A-LR-R� . Outside
electrical work to be completed by insta.11er X electrician other.
C. Treatment System:
�Trenches: /o�Ol� s.f. Mound
Depth of rock below pipe /oZ " Rock bed dimensions ' x '
Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Nianifold Pipe Diam. "
D. Final Cover/Topsoil to be: bonowed from site
(show location on site plan)
trucked in
The undersigned hereby appties to the City of Orono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct
SignatureofApplic�nt � � ,Lu�c ' ��-��- ��- Date: /l�/� `�.3
MPCA License No. �9�
Staff Review: Approval Denial
Reviewer: Date• �
Reason for Denial:
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. SEPTIC SYSTEM APPROVAL
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� � ,.,: � C ITY of ORONO
H Municipal Offices
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��.t ' .�G Street Address: Mailing Address:
`9�f'EggOg' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Brett Anderson Phone (Home) (Work)
Address 3120 Sussex Road City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est Gallons Per Day 750
No. Potential Bedrooms 5 Slope: NA
Depth of Sand: Upslope: Downslope:_ Soil Sizing Factor 2.0
Perc Rates P-1 8.3 P-2 20 P-3 10.9 P-4 12 P-5 P-6 P-7
Restricting Layer Depth B-1 >78" B-2 7" B-3 68" B-4 >78" B-5 68" B-6,>78
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift X Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 1250 # of Tanks 2 Lift Tank Size 1250
Pump Brand GPM 45 Head 21
Treatment System:
Minimum 1200 Square Feet with 12 inches of rock below pipe
Bed Mound Treatment Area
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 INSTALLERS: Any changes to the approved plans must have prior approval of the
� inspector (952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing 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 X DENIED By the City of Orono subject to existing regulations and the
following conditions: 1)Fence needed around both septic sites.
2) Alarm needed to be installed inside house.
3) Trenches must be 20 feet from property lines.
4) Trench bottoms not more than 30" deep with 12 inches of rock.
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By: �Gt,� ���:-��-��.�..� �_�— .1—c��
Matt Bolterman, On-Site Systems Manager Date
�
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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07/28/200� 05:30 FAX 7634979566 SP TESTING INC f�02
. . ► '
S—P TESTING, INC. s��e� e. s�n��� • MPCA Cert.No. sz7
951 IC�tydid Lane NE • St Michael, MN 55378 - (763) 497-3566
FAX(T63) 497-5011
Stete Ucense#394
CITY OF ORON4
June 17, 2002 SEPTIC P�RMIT REVIEW
IVSPE OR . �
DATE -��-a� PERMIT NO.�,,...,,..
C`� APhRQVFA AS SUS�IITTED
-�,`�C; ��`�'�C� � APPROV6p W1TFI CORRECTtOT�/►��
NO'f AtP1tOV6D•CORRECT�R6SliBMlT
Thesc oanmcna a+e 6or ya�r isfor�atioN. A�II w�ee1��M iarl►
8rett Anderson M r«����►.�e,.w�.��.v�+�a..pew ae��
j Lot 3, Block 1 x�q°�"�"�i'a��`°°``°°`i�ay�'oaa+.'�""t.�`
KGEF TFi18 PLAN SBT ON 9t'CE AT ALL T{M6S
� Fox Bend
Orono, Hen�. Co., MN
I This On-Site Sewage Treatment System is Designed for e Type 1, five bedroom home,
in acoordance with the Minnesota Pollution Contrv)AAency Chepfier 7080 and local
ordinances.
The soils on this si�e are a clay loam. The seasonally saturated soils were Ixated at
66" & 72" (mottled soil) . The bottom of the treatment area must be located at leest 3'
� above the seasonally satureted soils. A standard trench system may be installed.
The soils at a depth of 30" have a percolation rate of 20.0 mpi.
� A pumping chamber will need to be installed to lift the septic efiiuent to the treatment
area. the power supply a�d switches must be (oca�ted outside the rI'�nhole and
pumping chamber in a weather proof enclosure, A waming device must be installed
with a light and sound device, this is in case of a pump failure.
, All neighboring Hrells are located greater than 100' eway from the proposed treatment
' area.
1�11S S1fSTEM tS DESIG�IFD FOR
..,�BEOROOMS. AI�Y!N(�tEA�tN IMUMBf R
aF BEQROONlS�VYIktIDATFS TFlIS DESiG� �
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' TREN BED WORKSHBTslI'
' 1. AvERAGB UFSI N !W �-�; �.e�..�ao.�s M�oaa�.a«aa�r
A. F�nated (s�e figure A•1).
� ormeasured. — � ety fiacto�7� gpd boaben� dae� oen u as n c�ro
B. Septi.c tank capadty - galIorrs(�ae f�gras C 1J 3 ea0°5o s�oo �e o��e
'� d d� i7b �b vok�ee
2. 5�IL5(Site�aaluation . • , 6 � � � h tha
C. Depth to restric�g]a � �-�-tu 7 � feet 'i to5o m�o � �«�a
D. Max depth of systerr� -3 R= 5� ft-3 ft= a• ft s iaoo a�a .oe oowr�.
E. Texttue Fereolation rate �v�MP'i
F. Soi]Sizing Factor(SS � �' sqft/g,pd(�ee f�gr�r�e D-IS)
G. %Laa�d Slope .
3. TRENCH or BED BO OM EA . NrN�d �I�qo� 1a�ieapiip.�m ,�_a�y
H. For tzenches with 6 ' of below the pipe: � aPQh �� ��
A x F=_gpd x� /�d�_,_._.sqft zQ� no ��� isoo
I. For trenches with 12' rock below d�e pipe: s�` � � �
A x F x 0.8=,�.4Q� x /gpd x 0.6= 11e D sqft . �.tar9 �oo0 3000
j. For trenches with ls rock below t3�e PiPe:
A x F x 0.66= x ft/gpd x 0.66 R eqft ��P'����+s
K. For izer►ches with 24 in !he pip� .�,..
A x F x 0.6=�r �c i�/gpd x 0.6. sgft "°""'p"'"°` 'i°'"""
L. Faz gravity bedb with 6 12 es of rock belaw the pipe; ' ��w• �
1.5 x A x F�15 x x seft/gpd= sqft ' , �� �
For pressure beds w�th �r 1 inches of rock beluw the pipe; . �e•� • '�
A x F= ���d qft/gpd=�qf�•
�a� � �
,
4. DISTRIBLT!'ION(Check � apply) a..►a.�o- � .s
Bed(<6°6 slope) (any slope) ✓Rock �.,,p s '
�Trenches Dis tio:i box(<3°k) Chamber �� �
Presstu�e C3 GraveIl�:s d'�...�p,,...,,n�..�
� w w[baYwa.•
""M dlr v�wlarwa q���w�b�0 '
5. SYSTEM vVIDT13,.LEN d VOLUMP
M. Select trench width� • ft a�son c�.raa�.�a sw�
N. If using�divide bo _ a� �li ealHfeet J��L�+M ,�du t�c...�..r� �
� �� i
Rock depth below dis ti pipe plus 03 fovt times bottom area: �is5� � �
Rock depth in feet+p5 (H,I,J,K,or L) '
'(J ,o ft+05 it)x ��,�Qn� A i� � naz
Volume in cubic yards at cu�ft divided by 27 ai a� � o,°�`a
0 D cuft+2?= yds �ro a � o.r�
Weight of rock ut tcu�s= iimes 1.4 �� a
��cuyds x 1.4= tons s,ney ."
O. If using 10"Gravelle.s ' e, ow(A)x Gravelless SSF,(see fig�+nt D 9) �
sfld x ' 1 fee!/gpd� '°°`°.�" ��,,..W w.
lineal feet
� ..a�
P. If usiag Chamj bers.H,�, �r ased o�height of chamber slata)+ ��-���'�,°"�ind'
width of cha.mber in (� `�`°`
sn�}+ �_linesl feet
r�a.
6. LAWN AREA • �e��y„
Q. Select trench spaaaig,c t�r center=�feet • .
R. Multiply trench spar�ng aI f�et R x Q=aqft af lawn azea
' �! ft x `'Q.t�.rlmeal �et sqR 3�� i�/2'` 1 a'�
7. UYOUT
�ar�� 3I�N
lnclude a drawing with scal (I on ' ch=��feet). Show pertineat property b�rJght�way,ease-
ments, location uf house, , 'veway,and all otha improvements, e�3sting er propvsed soil treatment system,
well and dimensions of all e ab ,setbacks and Beparation distamces,
I h�c��I hav�,c p1 d this work ir►accordance with applicable ordinanc�s, rules and laws..
11 �.,. � � I_ _ �. _.,� .
07/28/2003 05:30 A% 349T�566 SP TESTING INC f�07
� � �: . , S�L "�:il�i�l•�i�V\,�"rJ� �' F3' ' . .
1, De�e.ratine pvm �ca acfty: � � �
A. Gravity �3sb�ib - . .
1. �ua�.ree�tls�ed is 30 • � .
• •� , ��, , .
2. Ma�cin�.� • .
establisZtQtent9 at 1 g�+e�tei th�t the water supply�rat�.
but no�aster tltan ��a; at wl�ich effivtnt wfll flow out o�tt�e � .
.
disiritbutioa d�v�ce.� , , . . .
B. Pressure disttib� o . " . ' � � �
See pressure di,s ' zoork shee� �
Fron1�A or B �electe ' p capad�ty:�� . gpatm�x : . .
?. Determine pvucnp ea •reqvire�tett#�; . .
�, Elev��itioe arid padat of disc�arge? • • ' �treatn�ent syst�
ar
3, Special head reqtti�ernert '(S Fr,gurs at rfght-Spo�ial?icad Raqsrdi�rrer�l . told ��
--f�} . . . � 2A,elevatlon
:. CalcUl,ate P�cti�n.lo�s � • �. . � dlfterence
, . • • p�� .. .
l. S�1ect�ipe diaaneber , . � � .
•-• . .............«........... ......�i�
2. Enter Figure Fr9 wi13t oi 8),eizd pipe diameter(C3). , b
Read f�ictic,,n loss frt 'p 100 feelfro�t Pig�e&9 • • S eal� �He:d Rsqulremsnts
Friction Loss: ? it 00#t of ptpe � on
3. Determir�e tvtal pipe pt�tp disciwcge to so�tceabi�est� .P►'�1ne D�atrt4t�tlan 5 ft
dischaz$e padrt �e ad�g?.5 pelrient to pipe�atg�th•� • .
fitting lvss.Total p�pe t�es 125=sq�ivalei►tPips lengt}.1 dlon i�� c Pipo
a i� x 1.?.�� - "
�. CaTculate total feietl,a�e muit�plyirg frlctivan loss(Q) � • Pir 100 laot
ir��ft/loo ft.by_tl�e ' • i�,�d�)u�d divide bj►loo. �ow roro �.��p�cn��te�.
.a tt�l��t x � +100�� ..+�t
. Total head requ3red 3a of etevattart dif�nce(A),�pe�]:'' 2b ' 2.47 0.73 • 0,11
h�ad req�iremerita.(8), , frJ�tio��oss(C4) 26 . 8,79 1.11 0,i 6
►a� --sr+ � � ' . . � s.2s �,56 o.2s �
Total head: a � � � �.� 2,� o.�
� ' 40 8�41 2.64 0.39
Puuip select�i.on , � � � f >>.o� � o.aa
- �o ���a a,� o.�
A pvsnp mv�t be sele�tzd at isast�a�i°� • � 4.76 0.70
60 S.bO 0.82
(SA or B)with nt least of to�l head(�D) ' , � 6.48 0.95
. . 7.44 ,
, .
hereby certify that I l�ave '� �work�in�ccordai►ce w�th�eab�e�,sule9 and laws.
,
6� ��� �y__���, c��a �—o� ,��a�,
07/28/2003 05:30 F 76�4979566 SP TESTING INC f�08
S-P TE NG, INC. s�e� 8. s�,��� • MPC�A CertNo. ��
951 Kaiy�did Lene NE • St. Michael, MN 5b37B • (763) 497-3568
FAX• (763)497-5011
Stete Ucense#394
�oG�oF solL BQRINc3s
Br�tt Anderson
Lot 3. Block 1 '
Fox Send
Orono, Henn. d., N
Borinqs compl 6-11-02, with a hend bucke�t�uger. ,
,
- Elev.987.6- NO M0ITLED SOIL PRESENT IN THE BORING,
0 - 8" bp il dark brown clsy loam 10YR 4/'3
6" - 20" day loam 10YR b/4
20" - 28" 91 losm 10YR 6/6
26" - 78" ell sh broHm losm 10YR 6/6
-Elev.986.1 -MOTTLED SOIL AT 72" - no standing wat�er present
in the boring.
Q - 8" 4p il dark brown clay loam 10YR 4/Z
8" - 22" clay loam 10YR 5l� •
22" • 32" iell 'sh br�ow� clay loam 10YR 6J'6
32" - 72" eli 'sh brown loam 10YR�
72" - 78" s brown loam 10YR 6!4•moHles 7/1,6JB
- Elev_983.6 -MOTTLED SOIL AT 88"- no stending water present
in the boring.
0 - 10" � il dark bro�wn day loam 10YR 4/3
10" - 38" clay loem 10YR b/6
3B" - 68" II ' h broMm loam 10YR 6/6
68" - 78" yellowish broMm loam 10YR 6/4 -mcttles 7/1�61�
�
OT/28/2 � 0 :30 FA% 7634973566 SP TESTING INC f�09
I
Soil �rin s oonCd.
lev.983.3- NO MOTTLED SOIL PRESENT IIV THE BORING.
0 " Topsoil dark brown loam 10Y1� 3/2
8" - " Brown clay loam 10YR 5/4
20" -� e" Brown clay loam 10YR 5l�
3g" -� 2" Brown sandy loam 10YR 5/3
42" -; " Bno�wn sendy loam 10YR 6/4
64" - 8" Brown loamy fine sand 10YR 6/4
- lev.986.1 -MOTTLED SOIL AT 68' - no�nding water present
in t e ng.
0 - 6" Topsoil de�lc bro+nm clay loart� 10YR 4/3
6" - 0" 8town clay losm 10YR fi/4
20 - 6" Yellowish brown day foam 10YR 6/6
38 - 68" Yellowish brown loam 10YR 6/6 �
68 - 76" Rusty ysllowish broMm loerri 10YR 6/4- m�des 7/1,6�
-Elev.e88.6- NO MOTrLED SOIL PRESENT IN TME 80RING.
0 - 10" Topsofl dark brown loam 10YR 3/2 �
1 " - 16" Brown day loam 10YR 5/4
1 " • 40" Yellowish brown dey lo8m 10YR 8Ji6
4 " - 78" Yellowish brovm loam 10YR 6/6
2
O7/28/20 9 0 30 FA% 7694973666 SP TESTING INC f�10
CERTlFICATIO 27
STATE I,ICENS 94
PERCOLATION TEST DATA SHEET
Percola�n test ' made by S-1'.T$sLi�1�..Lt�oa�11�QZ,starting a�t.1Z:ZZpm.
Test hole locatio
Test hole test hole was prepsred 6-. 11-�Z-
Depth of�o1e bo m mches, I)iameter of hole�,incl�es.
DEPTFi�INC �S SOIL TEXTURE
0-6" Topsoil dark brown clay loam
s"-20" � Bf�O'W�l C�By �O81i1
20"-28' Brown loam
28"- 30 Ysllowish brown iosm
Method of ' sidewaA is�. Depth of gravel m bottom of hole is�. Date and�our of mitial
���g � Depth of�rtial water filling is 1Z�qs�.sbove the hole bottom.
Metl�ad used ' at least 12 i�cb�es of water depth m bole far at least 4 huurs is �
Maximum abov�e hole bottom during test is�mches,
Meesurement, Drop i�wa�ef level� Perools�ion rate,
Ti Time inierval min inc�.hes ind�es minubes irx�i R�rnarks
12:1 II 8
12 12:52 8 3-516 8.3 30 min
12; 129 6 3-518 8.3 30 min
1: 2:00 B 3-5J9 8.3 30 mi
Perco]atioa = pec inch
O7/28/200 i05 0 FAg 7634973566 SP TESTING INC �I11
. I
CERTIFIC�ATIU NU Z7
STATE LICENS NO 94
PERCOI.ATION TEST DATA SHEET
Percolatinn test ' made by S-P Testfmg,Inc. on�11�QZ.startmg at�]��
Test hole localin
�
Test�ole test)wle was p�epared�11�1�
Depth of hole bo on�a inches. Y3iameter of hnle�,mches.
DEPTH,INC ES SOIL TEXTURE
0, 8" Topsoil dark broHm day loam
8" -22" 6rown clay loam
22" - 30' � Yellowish brown clay loam
�
Metbod of scr ' sidewrall is� Depth of gr�vel in bottom of�ole is��11ee, Date�d h�our of'mitial
water Slling • Depth of initial water SIIing is 1Z.��abovie t�hole bottom.
Mctl�od used ' at]esst 12 incbes of water depth in hole£or at least 4 h�ours is y�m�i��p,
Ma�amum wat ; abov�e h�ole bottom during test is�inchcs.
Me�asuremeM, Drop in we�er level� Percdafion rdte,
Ti e Time intsrval min inches . . inche4 minutes inch Remarks
12: 2 tll 6
1 • 1253 8 1-1R 20 30 min
12: 1:28 6 1-112 20 �min •
1: 1� 2:01 8 1-1/2 20 30 min
;
Percolation ' s per�ab.
07/28 �00 05:90 FA% 7634973566 SP TESTING INC C�12
.
CFRTIFiGA QN 0.627
STATE I�IC �E 0.394
PERCOLATION TEST 1�ATA SHEET
Percolation made by S-P T�1m�,7n�on�11�Z.stattm8 s1k.1?�
Test bole lo ,
Test hnle Dete t�est�ole was pre�au�ea 6-1 l.oZ.
Depth of bvl bio �Q inGhes. Dismet�c of hole fe mches.
DEPTH,I H SOIL TEXTURE
0• 1 '� Topsoil dark brown cla loam
'l0"- I Brown day loam
Methai of sidewall is 1mifQ, Depth of gcsvel in bottom of h�le is�m�h�, Dete aud]wur of'mrtial.
water fillin� Depth of'udtial.aater fillnsg is 1Z��abov+e tbe bola bottom.
Metl�od �to ' ' at least 12 mcbes of water depth m ho�e fioor at least 4 bours is�IIt�utt�i�ipltQl�.
Ma�om�un epth above�ole battom during test is��ches,
! Me�surement, D�in wr�er level� Peraoia�on rste,
i e Time intervsl min ind�es in� minutes inch R�narta�,
�12 II 6 '
2c24 1254 B 2�14 10.9 In �
57 1:27 8 2�14 10.8 30 min �
1•32 202 6 2-3J4 10.9 30 m1n
Perco ' 1Q�p�i�h.
07/28 200 05:30 FA% 7634973566 SP TESTING INC f�13
CERTIFiCA pN 0.627
S'FA'I�I,.i 3E 0.394
PEYtCOLATION TEST DATA S�ET
Percolation s� ' made by�P Test;p�.In�on�D�sta�rtin6�:?�pm.
Test hole lo
Test hole Date test bole w�s p�+ep�rl 1-02•
Depth of ho �bo m 3Q iAches. Diam�eter of�ole�m�hes.
DEPTH, NC S SOIL TD(TURE
0 8" ToDsoil dark broHm loam
8~ 0" Bcavm clsy loem
20" �i0 Br�n clay lo�m
Method o hmg side�vall is lmif�. Deptb of gravel ia bottom of hole is?�h�, Date and bouc of inidal
water . � Depth of i�tial watss filling is 12_in�.above tbe bole bnttAm.
Meth�od maintaia at lcast 12 incbes of water depth m hole for at least 4 bouts is sntem■tie�ip�,
depth above�ok bott�o�n during test is�mches.
Measurement, Drop in w�r le�vel, Pe�oolati�on rate,
Ti Time interval.min inches inches minub� inch Rerr�la�
�2 • �� e
12 1255 6 2-1/2 12 30 min
12 1:26 B 2-1/2 12 30 min
1 3 2:03 9 �1/2 12 30 min
Perco � n �12aQ.���per mch.
�\-' �(,J��
`�� ��� TIME
CITY OF ORONO CALLED IN
INSPECTION NOT E SCHEDULED -t13 %UO '�
PERMIT N0. � COMPLEfED I�-ly ' D O
ADDRESS .3/a� c�(JS-S2� �-p '
OWNER CONTR. .�G�,[�6�2�SL
TELEPHONENO.��/��3 � 7� I
� DESCRIPTION �G�/►'�1�-S � / �fiz/�'C�
ty 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL fINAI 19 LAKESHORE/WETLANDS
h
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 OEMO-SITE SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
° COMMENTS: '-de\\� Q I0.� -�-��.k,S � - I2��
�
a —��� � U�r. S�cu,. q��
o _�- ;�� ���-��►� 41; �C�; ��t}66T� 7� ,
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�/�NORKSATISFACTORY:PROCEED ❑PROJECTCOMPLETE
W �❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFOREC�/ERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALI INSPECTOR �CITATION ISSUED
O INSPECTION RE�UIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnedCo�tractor on site:
Inspector.���
White Copyllnspector'a File Canary Copy/Site Notice
✓
DATE TIME
CITY OF ORONO CALIED IN
INSPECTION N TICE SCHEDULED
PERMIT NO. ��$�S� COMPLETED �e--1�i��`'� I 1",��
ADDRESS � � � S JSS�
OWNER CONTR. s `^�'��Y--
TELEPHONE NO.
� DESCRIPTION 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 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTAIL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES�KO
� COMMENTS:
�
a �l�\�,� ►-� -�.r u r� S
� --
o �� r-D �--v f �5
�
�
0
�
W
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W
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W
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� ❑WORKSATISFACTORY:PROCEED /�ROJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY
� O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITtON WITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-46QQ
OwnerlContr�on site:
Inspector. �� ,
White Copyllnspector's File Canary Copy/Site Notice