HomeMy WebLinkAbout1997-009436 - replacement system PERMIT
CITY OF ORONO PERMIT TYPE:
4 2750 Kelley Parkway- P.O. Box 66 -'=��� �: ���r���:�:
Crystal Bay, Minnesota 55323 Permit Number: :; ; - �
(612)473-7357 Date Issued: -
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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_ 3 �" y _ x
3 i�i}..: i L'F_'r�,� "�r',• 3 :+_ �e_J
CONTRACTOR: � _ . ; , : ,,,- _ OWNER:
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APPLICANT'PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORO�'O SEPTIC SYS'I'E1�S PER.i��IIT APPLICATTON
Box 66 (2750 Kelley Parkway)
Crystal Bay, NS�t 55323
, , ,,C
JOB SIT'E ADDRESS: ��� �� � ,�`G�C-- �' <�
Occupa.nc�- Type: Residential v Commercial Other
. --—�-��
Permit Type: i�'ew or Replacement Sy�stem, $100.00
Repair E�cisting System, $ � . 0
(Tanks or Drainfield)
0.50 State surcharge added to above fees
, �`See fee schedule for non-residential permit fees
Otivner's �`ame: �r��li' �'�1�1�5��2 PhoneNumber: ��� ��� r
Nlailing Address: �/;�,,;�,�`" /f P�� f`�'%�� �� P City: ���i^r>cc(�' �P�
' Phone 1\Tumber: T y fy�
Contractor's Name: ��G/�s=i`c��° � 1
l�iailing Address• ���f,� ,SrS— _ City: l.�r�7L?'`� Zip: .���3�5- �
DO \TOT i�iAil. PAYI`IENT K'TTH THIS APPLICATION
GE��RAL �'STRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the Ciry
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.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system desi�n. Desi?n
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet si�ned by the City Inspector.
4. The followi.n� inspections will be required for all septic systems:
A. Pre-installation site inspection to include i.nspector, installer, and general contractor.
B. Tank i.nstallation prior to coverin�.
C. Drainfield trench installation prior to coverin�. For mounds, inspection is required
after rouQh-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 station
(where required) components are functional and comply with codes.
5. Individual holdin�MPCA Installer Certificate shall be present durin� inspections: A 24-
hour notice is required for all inspections.
���i'
V\
NOTE: Applican[ must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
�
� 1. I have received a copy of the system design includin� the City of Orono
Septic System Approval Cover Sheet.
2. I will be installin� the followin�:
A. Tanks: � Precast Concrete Other Manufacturer
Tank Capacities: 1) ,:,��5'�' gal. 2) %r'�;'G'�al. 3) , '� gal.
B. Pump Station (if required) �,E�O
Pump make & model ,� �� �r�' (attach pump curve &
literature); system desi�n requ es 3G gpm at � feet of head.
Hi�h water alarm make & model �L ✓ Outside
• ' electrical work to be completed by installer electrician
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound � '� ��� �L/� ��
Depth of rock below pipe �" Rock bed dimensions �'x�'
Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. �"
Maniford Pipe Diam. _,�"
D. Final Cover/Topsoil to be: _� borro�ved from site
(show location on site plan)
trucked in
The undersijned hereby applies to the City of Orono for issuance of a septic system installation
permit, a;rees to do all work in strict accordance with the 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.
Si�nature ofApplicant: `�,,�<,,,,, ��y��;��r�� Date: ��
�
MPCA Certification No.: �'7�
Staff Review: Appr val Denial
Reviewer: Date: �����
: " �
Reason for Denial:
_ <
'Qv 0.� CITY OF ORONO
SEPTIC SYS'�'EM APPROVAL
� ;� �
�;� C ITY of 4R►OI�TO
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�� c�z!;�" Municipal Ofiices
��.��.��( � Post Ofl'ke Box 66
� � � ��l���r G~ Cr}�stal Bay,htinnesota 5532.3-0066
� �'�� ���� �
�kESH��
LOCATION:1025 Heritage Ln.
OWNER: Mark Johnson
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Swedlund septic REPORT DATE: Received: 7/29/97
The City of Orono has Approved your on-site system design as of August 7, 199 7
(approved-disapproved) (date)
with the following conunents:
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 tlie Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF R N
� BY � � � �� � � ; ;�,..�-`�
Stephen kman, On-site Systems Manager
TELEPIiONE-473-7357� FAX-473-OS10
. �
.
� Swedlun
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SWEDLUND I O �
Se t�c
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Service
RECEIVE�
[Jf Perc Tesc ,.lUl 2 91997
C;1;�, vr= ORONO
Soil Boring
Design
❑ Installation Estimate
Prepared For:
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Site Address:
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� Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
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SE..TBACIC LI/JE ...J�- -- - - � M
� 1025 Heritage Lane o `2, �
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, � 1N1U1V1llUAL SEWAGE TREATMENT SYSTEM WORKSHEET 1
FLOW j Esumated Sewage Flows ir�Gallons per day
iFPd) I
A. Estimated �SA gpd N�mber Ty�� I-r.�u i Ty�m T�
measured x 1.5= gpd or I � �
SEPTIC TANK VOLUME I�1D0fu I �
B. Z Z-�0 gallons � z � 300 ! z25 i8o '
�I 3 aso � 30o zi8 60�` I
4 � 375 256 of the �
values
SOILS (Site evaluation data) �� � �so . a5o z9a ,� i
C. De th to restrictin la er= �s� feet , �'� ' � su I 3sz T�.��. ',
P g Y i ioso ; 600 3�0
D. Ma�cimum depth of system C-3 ft= Z- feet � s I izoo i 675 aos IIn`
E. Texture-S�N C� Percolation rate 7 MPI `oi"""u '
F. SSF �Z7sq ft/gpd
G. Slope�% Se titTankCa ������� �uo��
Liywd capacny
Numlxr o( �linimum Gywd Liywd c�ity with wuh Japus:il�c
TRENCH BOTTOM AREA BeJnwms Cap�uy eubage Jispusal hft ms�1e
?ur Ias 75U 1125 I iW
H. For trenches with 6 inches of rock below the pipe: �, ,� ,,,�,
A x F= x = sq ft of bottom area ,��. ;fi 15"0 'uo ;;,�;
��Y 2
I. For trenches with 12 inches oE rock below the pipe:
A x F x 0.8= x x 0.8= sq ft of bottom area Soil Characteristics and Required Areas
J. For trenches with 18 inches of rock below the pipe: for Sewa e Treatment
A x F x 0.66= x x 0.66= sq ft of bottom area percolation Ra[e in Square
K. For trenches with 24 inches of rock below the pipe: M��u�es pe�incn Soil Ttzture feet per ealion
A x F x 0.6= x x 0.6= sq ft of bottom area �Mp�� per day
BED BOTTOM AREA Fas�e�wan Q•�' Coarse Sand ----
0.l to 5 Sand 0.83
L. For seepage beds with,�6�'12 inches of rock below the pipe; o. s Fine Sand••
�S'x A x F=�x/-SOx�_��q ft of bottom area 6�o is Sandy Loam i.z7
16 to 30 Loam f.
31 to 45 Silt Loam 2.00
ROCK VOLUME W CU FT ��o bo Clay[,oam �.z0
Slower than 60"• Clav -----
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: • Soil[oo coarse ior sewagc�reatment.
M=Rock depth+6 inches x Area H,I,J,L,K) Use systems for rapidly pertneable soils.
(,L�+��ft�X��_l��Cu ft " Soil having 50%or more of fine sand
plus very fine sand.
ROCK VOLUME IN CU YDS •"Soit with too high a percentage of clay for
N. Volume in cu ft divided by 27
installation of an inground standard system.
M=27=cu yds/, ��-. 27=�3 cu yds
ROCK WEIGHT 6 inches= 0% Reduction*
O. Cubic yazds times 1.4= tons 12 inches=20% Reduction
N x 1.4=tons r x 1.4=�tons 18 inches=34% Reduction
24 inches=40% Reduction
SYST'EM LENG'��I � *sizing for gravelless trench
P. Select►xench width= �— ft Z�����
Q. Divide bottom area by trench width: (H,I,J,or K)=P=
lineal feet Geotextile Fabric
_- = lineal feet o o�Do�o p o p c Db ePpo�b n o�z 1 2��Rock Cover
- - Q60Q°Opoo e ae�.o�, q ��
Ql. Gravelless Design o �.a_� e� A o�aA-�
0o QQ�Qo� Qpa p .b e
A x F=(3 for 10"pipe,2 for 8"pipe,width of the Chamber) �d oo" a;o' �,
yae'o 0 8O oPD9 4"Dist.Pipe
x - = feet o.00 a.�. oe e,ao
8�6.0�o Bbo. .���do�?Do:B
Qq�aaeo-. -.:Qy.o.00ade
0'R'.D ap0�9.e
LAWN AREA p va"oo�'d Qaoa°oQe;.,o�.,.e-., a
H.�:V�n:.o .a Oo�e�q. e�opDepD�c�Do
Q°!�° � �°� orm:o�Qaeop
R. Select trench spacing,center to center= feet o a o a o 0 0 0� ,,Po;oo o,00;
C nopo-_PpoPDe�GoDOpOpQo°a�86=%
S. Multiply trench,pacing by lineal feet R x Q=sq ft of lawn area o,oeaooa,aa o, � :- ,
pa _- ,00eD-060D�QO8 It .
x = Sqfc a�Qa ��aed oa�oo aso 6-24 Rock
o p'oopO9�Hb�o .000 �w; ,p�o�o
on�.o�, gooOQo- oQdce.o� oo�BO ��
� ODopDpaB�p.uoQDo oQDePOpbo 3/4-21/2
aoae.ec o u ooAa
LAYOIIT(Use other side) o;o;eb eo;oo;ooyD°d;sD,n.D,
1.Select an appropriate scale;one square= feet. • oflop,00,po o,a�,o,o;,aaeb o
poBh�9�Bb epDoDOpoo�Oo�oo?e
2.Show pertinent property boundazies,right-of-way,easements. QaQoa,Q,Q;„:,- ,,o,o,a„
3.Show location of house,garage,driveway,and all other °a°A �p000'�08�'D�oa �
improvements, existing or proposed 1&36'width �'
4.Show location and layout of sewage treatrnent system. �
5.Show location of water supply well.
6.Dimension all set backs and separation distances. 96�z1�T�e
PRESSURE DISTRIBUTIOIV SYSTEM
1. Select number of perforated laterals ..��
2. Select perforation spacing = �_ ft.
3. Since perforations should not be placed closer than 1 ft. to
the edge of the rock layer (see p. E-14), subtract 2 ft. from the
rock layer length.
Rock la� ' 2 f t. _�f t.
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round E-17a
down to nearest whole number.
TABLE OF PERFORATION DISCHARCES IN GP�'
Head Pcrforabon diameter(inches)
Length perf. spacing =� ft. = 3 ft. _ /Z spaces �i32 i'4
(3) (2) t.0a 056 0.;4
1.5 0.69 0.90
5. Number of perforations is equal to one plus the number of z.ob o.so t.oa
2.5 0.89 1.17
perforation spaces . a.o o.9s i.�s
4.0 1.13 1.47
5.0 1.26 1.6�
�spaces + 1 = �� perforations/lateral aUse 1.Ofoot of head for residentia!systems.
bUse 2.0 feet of head for other establishments
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. E-17b
� � 3 ���r��������a
x =�� erforations. �.�. "�°"`�°` �"�'°�
lateral s perfs/laceral p �rr,� 1.25 inch 1.5 inch 2.0 inch
2.5 14 18 28
7. Deter.nine required flow rate by multiplying 3.o i3 i7 ?�
3.3 12 16 25
number of perforations by flow per perforation a.o tt ts ?3
(see page E-17) s.o io ia 2�
S
�X �,i��r =�$Pm• E-?5
...�,a.�.�..�d.��.,�,,.,,,,.
-�
8. If laterals are connected to header pipe as shown on page E-
�
15, select minimum required lateral diameter from table on �..,.�
page E-17; enter table with perforarion spacing and number ,,,.�°' ��L''
of perforations per late�r 1. Select minimum diameter for �/'r
perforated lateral = _�__�Z inches.
E-12
�wn V�f�v�A A uruW w
9. If perforated later�.: system is attached to manifold pipe near �.,,�,,,,�,:_,.,�,.-
the center, as on page E-12, perforated lateral length and '�"r� �-
numher oE�erforations per lateral will be approximately one ��''��'�
.
"f'RL�
half of that in skep 8. Using these values, select minimum _� . ,,,,
diameter for perforated lateral from page E-17 as �,��''` `-
i nches.
9
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minunum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforation Discharges in GPM
Pressure Distibution Head Perforation diameter
feet inches
3.a. Select number of perforated laterals 7/32 �/4
b. Select perforation spacing= feet. 1.oa o.56 0.74
c. Subtract 2 ft.from the rock layer length. 1.5 0.90
Rock layer length
-2 ft. = feet. z.ob o.so i.o4
d. Determine the number of spaces between perforations. a Use i.o fooc single homes.
Length perf.spacing= ft.= ft. = spaces b Use 2.0 teet for anything eLse.
e. spaces+1 = perforations/lateral
f. Multiply perforations per lateral by number of laterals to
get total number of perforations. r�r x �r 5,�e�� = perforations.
g. T x�m �r = gpm.
SELECTED PUMP CAPACITY,��gpm
B.Determine head requirements:
1. Elevation difference between pump and point of discharge.
__j__�feet
2. If pumping to a pressure distribution system,five feet for pressure Soil t�eatmentsystem
required at manifold if gravity s stem,zero. °�°="='o•
��feet Total pipe lengrh
3. Friction loss �4�
a. Enter friction loss table with gpm and pipe diameter. r„�e .- Elevation Diffeience
Read friction loss in feet per 100 feet from table(F-14). P`�
------- -- -
F.L._ •O(o ft./100 ft of pipe .
................. .
b. Determine total pipe length from pump to discharge '-'"'---"""�-----�""'��""""��"�"----
point. Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-125 times ip length=
'JS_. X 1.25=�feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying
Nominal
friction loss in ft/100 ft y equivalent pipe length. pipe dia.
Total friction loss= �,x�¢f�=100= 2- feet �ow Rate
4. Total head required is the sum of elevation difference, �m 1.5" 2" 3"
special head requirements,and total friction loss.
20 2.47 0.73 0.11
� �" +_� + � 25 373 1.11 0.16
(1) (2) (3c) � 523 0.23
6.96 0.30
40 8.91 2.64 0.39
TOTAL HEAD �_feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
C. Pump selection bo 5.60 o.s2
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
�gpm (Step A) with at least �feet of total head (Step B).
Sizing of Punt� Station
1. Dctcrminc Surfacc Area T
Rcctanglc=Arca= L x W W'��h
x = square feet 1
l.cnglh
Circle= Area=n x(Radius)2
3.14 x x = square feet Radius
Other=Get Surface Area from Manufacturer n=3.�a
square feet
2. Calculate Gallons Per lnch
Thcre are 7.5 gallons per cubic foot of volume,thercforc you must multiply the arca
times the conversion factor and divide by 12 inches per foot to calculate gallons per inch
Arca x 7.5 gpft'+12 inchs per foot
x 7.5+12 =�gallons/inch
3. Calculate Gallons to Cover Pump(with 2 inchcs of watcr covcring pump) Estimata!Scwage Flows in Gallons per day
(Height in)+2 inchcs) x allons/inch(#2) �g��
(�+ 7 )x�_�gallons ❑m r
of Type I Typc II Type ll[ Typc
I3cdrooms 1 V
4. Calculate Total Pumpout Volume 2 300 225 t80
a. To maximize pump life select�s,�,m�sizc for 4 to 5 pump operations per day. 3 450 300 218 �
7Sb gpci+4= }f gallons per dose 4 600 375 256 °r`�`
b. Calculate drainback ���u�
5 7S0 450 294 ;,,
1. Determine total pipe length,�feet. 6 900 525 332 �iir��'
7 1050 600 370
2. Detcrmine liquid volume of pipe,��gallons per 1(H)fc�ct. 8 1200 675 408 �„i;,�;,,�
3. Mul�ply length bY,volume: Drainbac_qu.i tity=
�fcet x�gallons/]00 ft. — gallons.
Pi diameter inchcs C�Ilons r 100(ut
c. Total pump ��lu�me equals dose volumc drainhack 1 4.4
�-1�—�Sallons per dosc+�gallons= �0 gallons 1.25 7.77
l.S 10.58
5. Calculate Volume for Alarm(typically 2 to 3 inchcs) 2 17.43
Depth(in)x gallons/inc (#2)= 2.5 24.87
ZU x�_�gallons 3 38.4
4 66.1
6. Calculate Reserve Capacity(75% the daily Flow)
Dail fjn.w(see page D-7)x.75=
��(Z x.75=��gallons
Rcservc Capacity
7. Calculate total gallons
gallons over pump+gallons pumpout+gallons alarm+gallons rescrve capcity
#3+#4c+ti5+#6
z�+��+�+,�5�= gallons Alarm
Pump On
8. Total Dcpth (Total�allon dividcd by�allc�n per inch)
Tota Gall n(#7)+ allo inch(#2) I To I Pumpout Uolumc
�+�_�� inches Pump Off
Pump Hcight
9. Float Separation Distance(equal total pumpout��olume)
Tntal p m out volume 4c)+fiallons/inch(�t2)
���� _�inches
' �� � Logs o_f Soil 6orin�
Locatlon or Pro jecc ����' .T�-`�•2•�T.g��' .G
Boringa mad� by y�,v�d.�l��S �_ Date �- � — �7
ClaaelFlcation Systern: MSII� ; US�A-Sc'`� �_; Uni f Led ; o[her _
AuRer u�ed (check [wo) : Iland �, or Power _ ,; Fll�ht �. or Aucket �; uther
Depeh� BorinK num���r �� � �v' Ui�(�Ch, liurin�� numheC 2
in Surface eleva[lon 1n Surfuce elev�tlon
fcet --� Ceec
� �lc .S (�JL------ — Q � aSt L/ I b
b -/ 2 p. �3 �o�sai � O- �v
3�� , 3-o�o; l 31�
1 l3' �o -- !�_ � o
1 — �� ti C} Z' S�°► �... � S
_ r ,
3 I �
�
S/4 - � / � ��x �1 '� ' x
4 � /�
�'��� - �
5 — d� s� s --
3 o re.;,�9 �'�- �,.r � �S'�
6 — /V o rn o ►I s .—. N D M,o�
� — --
� -- --
y — —
10 — 16 —
�nd of borin�; a[ S—' ^ f�c•t. End of bor�nF dt S feet.
Standln� w�ter table : S[andin� wa[rr [.�ble :
Present at tec[ of �1ep[h , Present a[ _______ f�e[ of depth�
�--
_ t�our5 a.fcer Uorink. '~-- hours after borinpt.
Not pres�n[ 1n barin,E hole � (� . Not presen[ in 6orinv hole N� .
Moct1�J �oil : �b, Motcicd soil : .
Obt;eCv�d �i[ �� fre[ ��I d����th. ��hscrved :�[ `S^ fee[ nf dep[h.
Not (�res��nt 1n b�r1r.�� 1�<:1�� _ _'�—' _ Not prus��nt 1n t��,rinl� holcs �-
, � Logs o_f Soll Borinp,s
l.ocatlon or Pro��cc _�z,�_�F2�7A��' .G4,✓��
Bosings made by s�_e���..��s __ Date
Clas�eification System: nnStt� ; US�n-SC:, �; Un 1 f led ; ocher _
Au(Le[' u�ed (check Cwo) : Il.►nd �, �r I'�wer ___; Fll�ht _. or Aucke[ �; other
Depth� Boriny{ numb��r ,�� � � Uc��th, liorin�• numher ____
freC Surface eleva[lon ___ ��eC Surfuce eleva[lon
0 1'Lr1 clNS��I /t�c, 2, �
O--/
.------
1 — .��?-�.J /��) � __
ls�- (pD
1 _ �Sl2ow � __
�,4,.�. � s
' - rn ► x �-
4 - �-��, �l� ^ � -
�-
5 - 5 --
n�o �,-.,o��
6 _ v�,e �%',9� --
7
� - --
d -- --
9 — —
10 — 10 —
�nd of borin�; at �^ ^ f�c•t. End of borinF ac feet.
S[andlnS wacer tablr : S�andin� aa[er [aCle :
�
Present at tecc of �tep[h , Present at feet of depch�
_ t►ours a,fter Uorink. hours after borinR.
Not pres�n[ 1n borir,F hole �� Not presenc in borinv hole
Moetic�J soil : Moteled soll :
Obr;erved .�t _s fre[ n( d�•�.ch. ��hservcd a[ fre[ �f dep[Il.
Not �re-��•nt fn b�rtr.�� 1�<sl�� __ ____ NoC prusi�nt 1n t�„riny� ho1�=
YERCOLATION TEST DATA SHEET
�
Teat hole location If�ZS� t7G�iTA4E ��F_ . Nole nua�ber'%��� �
Date te�t hole vas prepa�ed 7-/Sr -�'] , Depch of hole bottom,l� inchea.
Diaa►etec of hole. �_ inches.
Soil .data from teet hole:
Dep�h� inche� Soil cexcure
d " l O L��ac�w �i �
1 1 - /� QlZ�•✓ ��..._ � - - -
Me[hod of scra[chinR side�.+all __ /l� Ai �
Depth of pea-sized gravel in botcom of holr� � inchee�.
Oate and hour of initi�l a�ccr f illing ']- /�- q� �-.d-a
Dep[h of initial vacrr Illling� � � inches sbove hole boc[om.
Mechod used to m�inCain a� 1Cast 12 Lncties of wa[rr J�pth in hole for a[ leuec
4 h o u r y �►'��t,�J4 �
Pereolacion cesc readin�s m:,de by ��Et.f f�,� e{ on
� '� �' g / sc�r[in • ac �„�.�D a.m. P
6 .S'— M:,ximum vacer de [h above hole
(dat�) --P.m.
during c��t , inche�.
'1'imu Percola[lon
Tia�c Inccrval, Mcnr;urem.:nc , Drop in u:,cer r�ce, Rem:�rks
Minuccs inch�s lcvul � Incl�e5 minu[�s pCr
� �/ inch
���
�, z o � ,�,.> _� ��
—
. Z U
�
' � � rti. 2 n� i
� : �
�
� `S � �� �� � Z � � /�I �
YERCOLATION TEST DATA SHEET
�
Teat hola locacionfOZS ��1�Q:� �C /���,
�� s�7��_ Nole nua►ber
Date tes[ hole vae prepareJ 7 - / �- �'7 , Drpch of hole bottom, ��j inches.
D1ao►�ceY of hole� �_ lnches.
Soil .data from teet hole:
Depch. inches Soil cexture
d —/ Z. Aa �'' %�
13- � � � d
Me[hod of scracchinR sidevall p1J 14►w �
Depth of pea-sizeJ gravel in bottom of hole� x. inchcd.
Date and hour oE initi�l u�ccr filling �/�- !�'� ,3.07�
Depth of initial vacer Illling, / z inches above hole boccom.
Mechod used to m�in[aln ac 1Cast 12 lnct�rs of v�trr Jrpth in hole for ac leue[
4 h o u r y �►�}St�+.✓�4 I
Yercola[ion [esc readin�s m�dt by S� cL,���/N ey on
�-/ ��7 s[artinb �� ' a'm' . M:,ximum wacer depch above hole
(datC) .m.
durii�g t��t , lnches.
'1'im� Peccola[lon
Tia�e Incurvul, M��tiurem�n� , Drop in v:,cer r:,ce, Rem:,rks
Hlnu[cs inch�s Lcv�l , tnclie� m1RuCes per
� � lnch
3:3-0
� � ---�' Z � � ;
3 .'/
s�,. � z "
3 : 3,�
�
' �--� � .,..- z z '
. 1 e •
PERCOLATION TEST DATA SNEET
�
Teat hole locacion��ZS� �� L,9n',�' Hole nua►ber�- �
Date test hole vae prepe�eJ �/�_9 7 , Depch oE hole botcom,�8 inchea.
Diaa►atec of hole, J� inches.
Soil .data from teac hole:
Depch, inehes Soil cexcure
O � k��� .(� �a�D �o i �
9 ' �� .�•Po,� �J o�� c�
He[hod of scracchinR sidewall __ I�Ai �
Depth of pea-sized gravel in bottom of holr, � inched.
Da[e and houc oE initiul a��cr filling �-�� g7- 3.OU
Depth of ini[Lal va[er filling� / � inches above hole bo�tom.
Me[hod used [o m�incain ac lesst 12 lnct�es of wa[rr ��pth in hole for a[ lenet
4 h o u r y /y�i9N t/�9 !
Percola[ion [est readin�s m:,de by ��E��Lw d on
7- �S-' Cf, scar[ind a� � p a'�°' . hL,ximum wacer depth above hole
(datr) .m
during t�at , lnches.
'1'im� Percolac lon
Tia�C Inc�rval , M�;,e;urrn��nc , Drop in v:,crr r:,ee, Rem:.rks
Minue�s inch�s l�vul , tncl�e� minu[�s per
inch
,
3 , !s_' ��- _� 3.�_ M �
�
. �s�
3: o � 3 '�� „ ;
�..-
3 :.�-o
.� .'4s /S' � .� `- �5'��r�:
DATE TIME
CITY OF ORONO CALLED IN /:�//-v 7
INSPECTION NOTIC � , SCHEDULED �.�2 �.,r �- -��
PERMIT NO. �y���' COMPLETED
ADDRESS L' �'' � k-��
OWNER � CONTR. u ,' �-�
TELEPHONE NO. � ��` /rS"�' ��
� DESCRIPTION
� Oi FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FflAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETIANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� pq Wqu,gD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
~ 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
v
Q 07 DEM�FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SE� P_ TIC F�NAL� 35 HARD COVER REMOVAL
v 10 PLUMBINd FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNER/CONTRACTOR TO M YOU: YES O ^^
� COMMENTS: — I� � � �-����� � � �
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O C CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
C7 CORRECT UNSAFE CONDITION WITHIN HOURS. - pHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next,in c 'on 24 hours in advance.473-73rJ7
OwnerlContractor on " "�-�"
Inspector. l ���
White Copyllnspector's File Canary Copy/Site Notice
DA/TE TIME
CITY OF ORONO CALLED IN °��/ '7��7
INSPECTION NOTIC 2 scHE�u�E� �n i � � ' r/�, �� �
PERMIT N0. 7�-)� COMPLETED I V'��'1 � �f' �'
ADDRESS �C�.n� �� � �
OWNER CONTR. �°O„ -�o�
TELEPHONE NO.
�7� -��� � �o� - ��a�
� DESCRIPTION �jZ�i ��_�� ��c'>
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHOREM/ETLANOS
� 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z pq yyqu gp. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
= 05 FINAL 14 SEWER HOOK-UP 06 PROGflESS
� 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
J
iQ 07 DEM�FINAL EPTIC IN . 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 26 CEDAR SHINGLES 36 FOUNOATION REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
a `�' �� ����-5 ����
0 _ O-��-• -�-� (�o.s-�-� e..�� f�.o���
�
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0
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d ":WORK SATtSFACTORY:PROCEED PROJECT COMPLETE
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� ❑ CORRECT WORK 8 PROCEED =, ISSUE CERTIFICATE OF OCCUPANCY
W
O C] CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. — pH0T0 TAKEN
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.473-73�J7
OwnerlContractor site:
Inspector.
White Copylinspector's File Canary Copy/Site Notice
,�;
?��' � D TE TIME
�'`'� CITY OF ORONO c,a��Eo iN '� %�3 %�
�F" INSPECTION N T�IC/Ez SCHEOULED /�' � � ' : 3�'
PERMIT NO. �"7�Jk' COMPLETED � ��
_�
ADDRESS � !
OWNER CONTR.
TELEPHONE NO. -�`'� ! ' / �C� i .
� DESCRIPTION �' t'?�'.��c.s�` -
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADtNG/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORElWETLANDS
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q
2 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO—SITE 27 SEPTI��E/lIJ�T. 21 COMPLAINT
J
� 07 DEMO—FINAL t5 SEPTIC INSTALL� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBINd FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL
Z OWNEH/CONTRACTOR TO MEET OU: YES NO
� COMMENTS: —'"'
� , o� �� ,_ '' Q �-
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d f�WORK SATISFACTORY:PROCEED PROJECT COMPLETE
W
W'�O CORRECT WORK&PROCEED ;:. ISSUE CERTIFICATE OF OCCUPANCY
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPOFARY
� BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. , pHOTOTAKEN
INSPECTOR WILL REfURN
O STOP ORDER POSTED.CALL INSPECTOR
" CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins ction 24 hours in advance.473-7357
OwnerlContracto f �
Inspector. -/,' � �
White Copyllnspector's File Canary Copy/Site Notice