HomeMy WebLinkAbout1996-008415 - septic `-� PERMIT
'� CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 °=;�{���.�; �, �#ti"��;:;�
Crystal Bay, Minnesota 55323 Permit Number: �;�,;_�s c,
(612) 473-7357 Date Issued: �y,���,w�,��
SITE ADDRESS:
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DESCRIPTION:
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�'.NW!�1' �! �;�f.�j' lc��_tY•I�:; �Y��� �i�:�+#L.�G!4�.�
REMARKS:
FEE SUMMARY:
��s� FY�, �t i i�.l,i rc:�
:-,r a��c�..��,}-��,:� ______ �. ��i
����t.��l F��-, ��.1�sf_�i�i�
CONTRACTOR: — t����1 i c�}-r t. — OWNER:
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APPLICANT/PE MITEE SIGNATURE ISSUED BY:SIGNATURE
s � �r�
�
CITY OF ORONO S�PTIC SYSTEM PERMTT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, NI�i I 55323
JOB STI'E ADDRESS: 3 2 `�v �� �''�� � `
Occupancy Type: Residential �J 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: 1'��"� ��''`�`'"�"� PhoneNumber:
Nlailing Address: 4�,.,,,Q �s �.b��� City: Tp:
Contractor's Name: b(c,..,,�s d--5�..5 PhoneNumber: �F�5 --�?G 2
11�Iailing Address: City: Zp:
DO NOT MAII.. PAYMENT WITH THIS APPLICATION
GEYERAL 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 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 design. Design
reports 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 fmal cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections: A 24-
hour notice is required for all inspections.
�
�
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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 installin e following:
,
A. Tanks: Precast Concrete Other Manufacturer�.4 YW��
Tank Capacities: 1) rc�c,v gal. 2) �mo gal. 3) Jc�'v gal.
B. Pump Station (if required)
Pump make & model �o��� W�031 l � (attach pump curve &
literature); system design requires �_ gpm at !S feet of head.
High water alarm make & model „ ,,,.� Outside
' electrical work to be completed by installer electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. ound
Depth of rock below pipe " Rock bed dimensions t o 'x�'
Drop Boxes Sand bed dimensions � I 'x�-l� z.'
Distribution Box Pressure Dist. Pipe Diam. 1 %"
Maniford Pipe Diam. Z "
D. Final Cover/Topsoil to be: borrowed from site
�ow location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees 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.
SignatureofApplicant: Date: �:-z.5 —��
MPCA Certification No.: �C/�
Staff Review: Approval Denial
�
Reviewer: Date• �
Reason for Denial:
��_-�.
�� ��� �'� � CZTY OF ORQNO
� �� � ` V� ^ e� ` � .
�'" � ,._ �`-- � �FP`I'IC SYST£iYt �F�ROVr'�.I.
I �;
� � � �� r�:
t �
,r 'x���,:,�n�� �°- � �,�,�� �-m ��'��t' �f' f�R���}
t ,�,.
� ������?f��$`�>y'� fi'�f '"'ka Ai�u:icipal Qftices
�� rS ��,kf��•iJ.`� :�� Past OTice Boz 66 .
��, ��'(i�� `��'�' `'' �' cn��.-,n��c���z3-�.�0�
9.�-ESH.���'�`.
� `�_____�—��
� LGl':ATIOI�t: -s240 Sixth Ave. N.
U���jEp., Ken P.11iscn
��:�E.' CONTRACTOR: SEPTiC CONTR�.CTOR:
S;ae���un: ti�TJt:LC Se:cvic N�vernber 27, 199�
�iTi, EVAi�4Jt�.TOR: T�EPORT L�.!�.TE�evised Der_ember i?, 1995
Ti:e Ciky oi�7rono has rPpr��e� your or.-sit�systerr:design as of December 12, 7 9 9 5
lapJ?r.oved-di;apgro�:�::; (date;
wi;lt tl.e follo�ving cr_�:rur.ents: _
TI-i:S tS NOT A PER�,�IT. '�lris is a design a�proval torrr�wriich n�ust accozr,pany tt�e site pian. A pe:-:::it must
be :s:�;ieci t.� a li�e:z�s�d sep!ic cortractc�r prior t� installation. A list �.f �urzent(;v liceased sep�ic contractox� is
e nc?ose�.
idOT:C� T� I��ST�.LLEn.S: a.ny changes to the appr�ved plans and specs must have prior aQpreval oF [Yie
:r���ectar t473-735;?. C��II f'or insperti�ns 24 hours in advance.
t1.LL DF.Ai�'�riELD AREAS MUST BE FENCED �3t�F prior tr,building site�xcavation and fenuarg must rernair.
an ��'.ac� until i2nal site grading. Ap�rcval to pour footin;s :vi:l not be grante�' until the Inspections �epartmenc
�ias v�rified that grima.ry and altemate sites are adequately prote�tecl.
Nl`} �irHt+�-UT A.Fc TP.AF�IC OF ANY KII`rD (cars, t�cks, carth movir.g equigcr.ent, etc.) is allowed wit�hin 2t�'
�r teste� drair�f;eld sites ei�rer before or after syste:n construction. Compacticn of 4hese areas eculd render tnem
un�suble prot��bit�ng the tir�.ely compietion and or limiting the long t�rm use of the property.
A site copy will be availa'�le at ihe City Offices :or the septic contractor.
CITY OF Ft �iC�
BY � .'/y�r�'_"�' .
Steph n �V,ck,-r.an, On-site Systems 1Vlanage:
. . , � ._., _
� TEI.EPH('iNE—47'r73�s FAX-d73-0.S10 ,
,w
•
� i wedlund
SWEDLUND
_ Se tic
o . p
Service
November 27, 1995
Citv of Orono
A��i1 : StPVP �i�j r+lrman
P.O. Box 66
Crvstal Bav, Mn. 55323
Re: Septic DesiQn for Ken Allison, 3240 6th Ave No
Pi�ase find enclosed septic svstem desictn for the
above mentioned �ro�ertv address This is a re lace
_ ment mound svstem for a three bedroom home with two
innn Qai _ sent; � tankc and a 1000 gal Aumb chamber
Thank vou.
SwedlLnd Sentic Servi �e
Swedlund Sepric Service • 9520 Laketown Road • Chaska,MN 55318 • 442-5855
STATE:CERTIFIED
� � ' � o Swedlund
SWEDLUND
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p
S ervice
�Perc Test
�Soil Boring
�Design
�Installation Estimate
Prepazed For:
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/�'� L�Iscc:�� GJOR�.7�
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S ite Address: 3�L/^ �� ���,` , ro,
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Swedlund Septic Service • 9520 Laketown Road • Chaska, MN 55318 • 442-5855
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' MOUND DESIGIV WORKSHEE'I'
(For Flows up to 1200 gpd)
A. FLOW D-7 .
[s��urtn sc+r.cc nan m r+un+a�a�..
Estimated S d gpd (see pages D-7 or I-3,4,5) N,r�(A /�K d II�q�KE•
�o� � a a �
or measured gpd. 2 � � p �
3 s�p ]pp =�� N
� f0o �7! � +w
B. SEPTIC TANK LIQLTID VOLUMES T ,� � � `'�.`�
Z— /ODOgallons (see pages C-3 or C-5) • �_°° •�° � G�
C-3
C. SOILS (refer to site evaluation) SEPTIC T�HK C��ACITES, IN GALlONS
„��...�,,.
. 1. Depth to restricting layer = inches "'�" ""'•' '^~°""�
.�. ��,..a.. e,..o...
2. Depth of percolation tests = I Z inches ,a,,,. ,.. ,,,.
3. Percolation rate Z > mpi �«� �••• ,f••
��. ,... ,...
4. Land slope �9—� °'o ,,.,a,
.... �.e.
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
��'o gpd x 0.83 sq. ft./gpd =�7�sq. ft.
2. Select width of rock layer(10 Eeet or less) _ /O ft.
3. Length of rock layer= area+width = I
�sq. ft.+ _/O ft. =�ft. Rock Bed
t�t•�•hr•I•r•1•1.1.I.I•f•r 1 �
ti ti ti.�ti•ti•1•�•ti•ti•ti•1•ti•'�•ti•
t•1�1•!•I•I.t•�1•t•t.l•r•I•1
ti.�.ti.�.ti.ti•ti•�•ti.ti.ti.�•ti•ti.�. idth 510
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ti�U�����•..ti.����ti.ti.ti.�.ti.ti.�� I
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E. ROCK VOLUME �— ��g� —�
1. Multiply rock area by rock depth to get cubic feet of rock; 37
,��sq. ft. x�ft. _�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu.yd. to get cubic yards;
��3 cu. ft. i 27=�_cu. yd.
3: Multiply cubic yards by 1.4 to get weight of rock in tons;
.,f,�,cu. yd. x 1.4 ton/cu. yd. = 2 o tons.
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is�mpi E-16
2. Select allowable soil loading rate from table on page E-16; �•�-•-••���.d•e..����.e, j
�
,�o gpd/ft2 .�...� ..�....,�_��........� �
3. Calculate adsorption width ratio by dividing rock layer "" """ '""' '""' '""""�
�
..,. . ,... ..« �.» ,..
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; � �:N.�_:� �j
1.2� gpd/ft2 y i bd SPd/ft2 = 2. o o : :i: :;: ::;: ::: ;�e:
Check this value nn page E-16.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width; i
_�x 2 ft= 20 ft '
;
. `,�,� �l,�;s�.,,� -- s ��.� � . ,
,�,=::-_:-��i�z-�z -9•��
DOWNSLOPE DIICE WIDTH
i. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimu�downslope dike toe
ZQft-LQft= /� feet
2 Calculate Minimum mound size based on geometery:
a Determine depth o�cle�r►sand Fill at upslope edge of rock
layer:Separation 1, �, feet
b. Multiply rack layer width by landslope � roo� co�.�
� root Ro •a
to determine drop in elevation;
SlopeDi�ference S�per�tfen r..�
�x S %+ 100=�feet s�op. o�r�.r.ne• t
UDSIoOe wlat�
c. Add depth of clean sand for sepazation (Za) -1-z-�••� Roek e�a w�esn
at upslope edge,depth of rock layer(1 foot) to depth of ...L r..� oownsiooe w�acn
cover(1 foot)to find the�mound height at the upslope edge �""
of rock layer;
/� ft+ lft+ lft= 3=�feet - � .
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3�3 3
e. Multiply dike multiplier by upslope mound height
to find upslope dike width:3,3 3 x�= 1Z feet
£ Add depth of clean sand for slope diEference(2b)at .
downslope edge,to the mound height at the upslope edge
of rock layer(2c) to find the downslope height;
lo�r ft+ 3•loft=�feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of �o0
h. Multiply dike multiplier by downslope mound height
to get downslope dike width:��c -� _�feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
Z � feet : �o. o .w�a�h , ,,;.
j. Total mound width is the sum of ��•�
.. .:..
,:....
upslope dike(G.2E)W1C�th PiL1S rOCk ` Reer e�e wiain � I
layer width (D.2)plus e uo+ioo�w�atn "" �o�.�,���
downslope dike width(G.2i); e ��••`
_j Z, ft+ /O. ft+ 2C, ft= �feet � ; ' : '
.: ;...... : ..,..:...,..<
k. Total mound length is the sum of , o'"j��.".�`° ';
upslope dike width(G.2e)plus rock layer
length(D.3)plus upslope dike width (G.2e); f
�ft+ � 7 ft+ l L ft= �� feet
� '
TOUI U�ptD
OW OP! PS Pt
kl LI S:1 k1 7:1 �:1 l•1 S:1 &1 7:1 �:I
S�lope
0 9A l0 i0 60 7.0 7A l0 S.0 �60 7.0 lD
� 1 3A l37 53L 63! �y 2.9t 3.t5 �.76 S.K iS1 7A3
2 �.19 l3S 556 4dt i.11 S.S7 �.70 lS� 5.76 61{ �.90
7 330 l5� 5.bt 7]Z Lt6 27S 157 liS S� 5.79 6AS
� 7Al Ui 6]S 7J4 l.72 2N 3.15 �.17 1.N 5.�6 iL6
S 351 S.m �67 !37 14T1 t61 737 lW �.it 5.19 SJl
� 3i6 5.76 7.l{ 9�t lZOI � 7.51 3.Z3 3.6 4�l 1.97 SAl
7 �JO 556 �.bi 10.t� 1777 2N 7.12 7.70 � l70 S.0
� ).% SJ/ !31 Il5! 15.91 2.Q xm lA 4GS 4K �J!
f 411 L2S 9.W 17D� 1l.92 2.76 241 7.�5 3.90 u0 �ib
10 �� LO IOA t5.00 2337 231 286 311 7.75 {.12 4.M
ll �.Y 7.1� 11.11 17.65 ]4V 21b 27! 3.23 161 7.95 t16 �
u «p 7.f9 1250 ]l.0 t3Ta 22S 270 �.12 1�9 3.l0 IDI
• � pRESSURE DISTRIBUTION SYSTEM
1. Select number of perforated laterals
2. Select perforation spacing = 3 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.
3� -2 ft. = 3� ft.
Rock layer length
4. Determine the number of spaces between perforations.
Divide the length above by perforation spacing and round E-17a
down to nearest whole number. TABCE OF PERFORATI N DISCHARCES tN GP��
Head Perforation diameter(inches)
Length perf. spacing =�ft. i � ft. = 11 spaces �i3z ��a
�3� �2� 1.Oa 0.56 0.:4
1S 0.69 0.90
5. Number of perforations is equal to one plus the number of 2.oe o.so i.oa
2.5 0.89 1.17
perforation spaces . a.o 0.98 1.26
4.0 1.13 1.47
5.0 1.26 1.6i
(L spaces + 1 =�_perforarions/lateral aUse 1.0 foot of head for residential systems.
bUse 2.0 feet of head for other establishmen ts
6. Multiply perforations per lateral by number of laterals to
get total number of perforations. E-17b
3 �z .�.,�.�..,.r�...� �.�,�,��v
x = -a�° erforations. `"�'""`"`�`""r"
laterals perfs/lateral p �"'�'P'm� 125 inch 1S inCh 2.0 inch
«..�
zs ia is Zs
7. Deter:nine required flow rate by multiplying 3.o i3 i� ?6
3.3 12 16 25
number of perforations by flow per perforation a.o ii is �3
(see page E-17) s.o io ta Zz
� x s'�� = Z 7 gpm. _�
� aa�+ � E _5
�,.�.,�..�d.,m,�e...,.,�,o,,.�,y
-�
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 perforation spacing and number ,`''' ��'
of perforations per lateral. Select minimum diameter for ✓''
perforated lateral = '� inches.
E-12
,-:.,..,�:M-
9. If perforated lateral system is attached to manifold pipe near ���;,__ ,•�
�L-�s"'- .�,'
the center, as on page E-12,perforated lateral length and -�
number of perforations per lateral will be approximately one ��'���
` ••,��
half of that in step 8. Using these values,select minimum _.. . ,,,,, _
diameter for perforated lateral from page E-17 as '� � -''' � "~'
inches.
• Sizing of Pump Station
l. Detcrminc Surfacc Arca T
Width
Rectanglc=Ama=L x W 1
x = square feet ��s�
Circle=Area=n x(Radius�
3.14 x x = square feet Radius
a=3.14
Other=Get Surface Area from Manufacturer
square feet
2. Calculate Gallons Per lnch
There aro 7S gallons per cubic foot of volumc,thcrcforc you must multiply the arca
times the conversion factor and divide by 12 inches per foot to calculate gallons per inch
Ama x 7.5 gpft'+12 inchs per foot �
x 7.5+12 =�gallons/inch ��lE r/�ia.�C I�.lc't.,.�d�/. �
3. Calculate Gallons to Cover Pump(with 2 i�uhes c�f watcr covcring pump) ��imatccl Scwage Flows in Gallons per day
(Height(in)+2 inches) x gallons/inch(�i2) um r Cg�}
(�_+ z�x Z�_=Z¢O gallons of Type I Typc II Typc I!I Ty pc
Bcdrooms 1 V
4. Calculate Total Pumpout Volume 2 300 22S 180
a. To maximize pump lifc select sump size for 4 to 5 pump operations per day. 3 450 300 218 �
�r u,�
��+4= /I�_gallons per dose 4 600 375 256 �,i�a
b. Calculate drainback 5 750 450 294 ;,,
1. Determine total pipe length,�O feet. 7 1050 600 370 7���
uw
2. Determine liquid volume of pipe,�j�gallons}xr 1(�fectr---._ 8 1200 675 408 �,n,,,,,�
3. Multi ly length b volume: Drainback quantity= d�
�fcet x�gallons/100 ft.= allons. �gal(�
p• + � \ Pi diameta inches C�iluns r 100 f��
c. Total pump out volume equals dose volume+drainhack 1 4.4
//3 �allons per dose+ $ gallons= �Z gallons 1.25 7.77
1.5 10.58
5. CalculaM Volume for Alarm(typicaily 2 to 3 inches) 2 17.43
Depth(in)x gallons/inch(#2)= 2.S 24.87
Z.b x Z =��gallons 3 38.4
4 66.1
6. Calculate Reserve Capacity(75%the daily flaw)
Daily flow(see page D-7)x.75=
�O x.75=�.�,gallons
Reserve Capaciry
7. Calculate total gallons
gallons over pump+gallons pumpout+gallans alarn�+gallons mserve capcity
#3+#i4 c+#5+#6 3� „73�
Z�Q+�_+�O +_�= gallons A�
Pump On
8. Total Depth (Total gallon divided by gallon per inch)
Total Gallon(#�+�allon/inch(#2)
��+ Z O =�Z inches Pum OfF To 1 Pumpout�lumc
P
Pump Hcight
9. Float Separafion Distance(equai total pumpout volumc)
Total pumpout volu (#4c)+gallons/inch(#2) �
��+�0 =�inches .
PUMP SELEC"i'ION PROCEDURG
A. Determine pump capacity:
Gravity Distribution � ���T�� � A PERFORATEO LATERAL
l. Minimum su�ested is 600 gallons per hour(10 gpm)to stay ahead of �c.a..co�..
1 �"_l t_.
water use rate. '
' TovsoJ
2. Maximum suggested for delivery to a drop box of a home system is 2,700 �. --.:---,--',��,%'�. �
Layw ol Geol��til�FoWk(a Iw-
galions per hour(45 gpm)to prevent build-up of pressure in drop box. - � ��r sa�a�,�.. � ���a„.o�,�,,,,,,,,,,�,,,,,.,
�. M�e rca rosi�,,�qa1
n wq� q�nn Palaa�wn auaa �io.�.emonr
�ii�',r:... Mlo Ca0 Near iop
Pressure Distribution , � ' �--��_a ��tl�� �z•�o«o.
3. 8. Select numbcrof perforated laterals �Qion�FN10 Ra^_M.•• ..���' ol Rotk LaY�r
b. Select perforaHon spacing= ft. � `
•-Ptrlwaliw�s Locoled ol
C. Subtract 2 ft. from the rock layer length. �.- c,w�Sand Luya Bouom ol La���ul
��-2ft.= ft.
. Or101no1 Sol� proptrly Scurified
Bafort VbcMq Sond Loyer
d. Determine thc number of spams betwcen perforations.
Length perf.spacing= ft.+ f t.= Sp�CCS TABI.E O�PGR{apRATlON UISCt IARCIS 1N C!'M
e. spaces+1 = perforations/latcral
' f. Multiply perforaHons per lateral by numbcr of latcrals to Hcad Pcrforation diameter(inches)
get total number of perforations. -
x - rforations. ��" ��'
�r. . �K.�- P�
7.Oa OSG 0.74
p I5 0.69 0.90
p' �(s X gT gPm• Z.ob �.� �.�
2S 0.89 1.17
3.0 0.98 1.28
SELECTED PIJMP CAPACITY�_gpm 4.o t.t3 1.9�
5.0 '126 1.65
B.Determine head requirements:
1. Elevation difference between m and �nt of dischar e. aUse 7.0 foot of head for residential systems.
�p � � bUse 2U feet oE head for othcr establishments
feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
� feet
3. FriCtion loss � Pipe Length �
a. Enter friction lass table with gpm and pipe diamctcr. Point of Discharge
Read friction loss in feet per 10()fcet from tablc.
F.L._'�ft./100 ft of piPe Elevation Difference
b. Determine total pipe length from pump to discharge Pump
point. Add 25 percent to pipe length for fitting
loss,or use a fitHng loss chart. Equivalent pipe F-18b
length-1.25 Hmes pipc length=
1.5 inch 2.0 inch 3.0 inch
��x 1.25=�fect g�,m ���d,�a.��oo n�r P��
c. Calculate total fricdon loss by multiplying �0 0.69 0.20
friction loss in ft/100 ft by equivalen�ipe la�gth. 12 0.96 0.28
Total fricdon loss= �Z x /•.�.�1(X)_�_feet t4 1.28 0.38
4. Total head required is the sum of elevation diffcrencc, 16 1.63 0.48
s ial head uirements,and total friction loss. 18 2.03 0.60
p� reQ 20 2.47 0.73 0.11
25 3.73 �l1� 0.16
_�+ .Jr +__� Q� 5.23 / .�53 ) 0.23
35 7.90 �r 0.30
(1) (2) (3c) 40 11.07 2.64 039
45 14.73 3.28 0.48
TO'TAL HF.r1D �� feet 50 3.99 0.58
SS 4.76 0.70
60 5.60 0.82
�. Pump selection
1. A pump must be selected to deliver at least ?7 gpm (Step A)
with at least��,feet of total head (Step B).
' Logs of Soil Borin�s
Locatlon or Pro�ecc � _� ���V� ��O
Borings mad� by _ � �d�</�v�_ __ Dace � _—
Claaeification Systen: MStln ; US�w-S('�; �' ; Unified ; other
AuRer used (check cWo) : li.►nJ �� or I'oaer __; F11},t�t . or 9ucket �; other
Depch� Bor1nK nwnbrr � U����th� Borin� numhrc /� z.
1� Surlace el�vatlo�i in
fr�t feet Surf:,cn elevution
o --- p
v-/z o-� v
1 _ ,��cz�-...� so � •Q�AG�% i I
t�- Z t�. �noi1 �-c �l ld �I !v y12oTT•t-� �
/v4 2{/'`� Z ��a�vv �'�e
2 — --
�(�a 171 � d
3 U f; J � - ��.o� � ��v w � � I
�
4 - � �,� _ � ��-�,� ��'+`�
►'�, o�C � �. � I1'l,o(�.��
5 — s --
6 — _
7 — •—
8 — _
9 --- _
10 — 10 —
k:nd of borin�; a[ _�_ fu��c. End of Dor1n� at _ � feet.
Standin6 vater tablr : Scandink vater [.1ble :
Present ac ^ fe�c of �t�pth, Presen� at ' fc:eC of depth.
"— f►ours afcer borinK. houry afcec borinR.
Not pre:.•�nc in Gorin�: tiole ''�� Not presen[ in borin.v, hole "' �
Mot[l�d soil : ' Mo�ticd soll :
Observad .,� _ � _ frrc ��f d�•�.ch. nl�serv�d :,t �Zfnet of depch.
Not Prenrnt 1n horlr.�� hcl� � No[ prescent 1rt borinp hole —
. � LoEy o.f Soil Bori�
Location or Pro�ecc _.���!' /l>�
Borinss mad� by ~ �viJ� __ Dace
Clsyeification Systen: AAStI� ; USDw-ST�: x ; Unified ; ocher _
AuRet u�ed (check [vo) : Il.►nd X� or ('oWer ; Fli�:t�t , or buckNt � ; other
D�pth, BorinK numbrr 3 U����[h� Burin� numher
freC Surface el�vacloit �`eC Surf:.cr elevution
0 -- 0
O,IZ
�
1 — 4��K� � � --
13-3 0 /Yl o iT,L G d Z �,!��
2 - ���„� ��, G ��-y _.
3 - ��" �Q -
4 — ���- v /� —
l��-o � ! 1,.- 4__.,d
5 — 5 --
6 — —
7 — --
8 — —
9 — —
10 — 10 —
�:nd oE borin�; a[ �+ f���c. End of borinF a� feet.
Standing Water tablr : ScandinK vacnr table:
Present a� � f��t of �i�pch� Presen� at fcet of depth�
"' t�ours afcer borinK• houcy aftec borinR.
Not pres�nt 1n borin�: tiole ~''�� Not presen[ in borin.v, hole
Hot[lyd soil : ' Mot�l�d soil :
Obsrrved :i� _�, fCrt nf d�•��th. llhservud :,c fcec of dep��.
Not pre,.•nt 1n b�rir�� t�cic — Noc pcusent Sn borinp hole
YERCOLATION TEST DATA SHEET
�
Tee�t hole locat lon 3 Z 40 �� ��� �O Hole nua►be r �
�
Qate teat hole �a8 prepareJ��— � (,o — 9 S . Depch of hole bottom,_/z inchea.
Diao�acer of hole� _� inches.
Soil .daea from ceec hole:
Depth, inches Soil cexture
!� `-/� �C1,e�Ce7� ����r-c�
!le[hod of scra[chinq sidevall ���v ,a��
—��
Depth of pea-sized gravel in boctom oE holr. � inched.
Dat� and hour of initi�l �accr filling ��—f (o �L�s A�o� )
Depth of ini[lal vacer tilling, /z. inches above hole boc[om.
Hethad used to msinc3ln ac 1Cssc 12 inctirs of Watrr �f�pth in hole for at leoe[
4 houra ij���l� �
Yercolation �esc readings n►:,de by � w � on
+ .m.
��_.�7'— GfS s�:�rtind dc ,Ov .m. . M:,ximum .vacer depch above hole
(d�[c)
during te�t , ,� inche�.
'lim� Peccola[lan
Tia�C Inc�rval, Mc�nureni�n[ � Drop in v:,cer r�te� Rem:�rks
Minu[�� inch�� l�v�l, inches minu[�6 pCc
inch
:�d � �/
' �O �►a,�J _ Z.�
� > > _
' � � �l
1 : c�-o 3 0 ;�J
� ; rl �o
j :o r� g S
> � o rn;� 2
YERCOLATION TEST DwTA SNEET
�
Teet hole location ��? �..� -�p�� �� �(� Nole number Z
Date tesc hole �aa prepared j� " / � -�� , Dep�h of hole bottow�_ �z inches.
DtamaCes of hole, !o lnches.
Soil .data from tese hole:
Depch. inehes Soil cexcure
�=
,�1 Z. .l��Rr,� /� �' i
Me[hod of scca[chinR sidevall _ �1��� 4J ,�fj j
Depth of pea-sized gravel ii1 boccom oE holr, � inched.
Datc and hour of inicial uac�r filling _ %/- /� _ !��— �,00�
Depth of ini[lal vat�r Iilling, l z' inches above hole bo[[om.
Hechod used co msincain ac ICJSC 12 lnct�rs of aatrr ��pth in hole for ac lea�c
4 houry J'f7�N�/,c�
Percolacion tes[ readin�s nwde by �Ct'E'p��,,/n, on
1�-/7- '�l�S s«rtinb ac :B� :m; . M:.ximum vacer depch above hole
(datc)
d1lCill� CLyt � � 1RCt1E5.
'fimu Pr�cola[lon
Tia�a Inc�rvol, M��nuren�unt � Dr�p in u;,cer �rte, Rem;.,cks
Minu[�� Lnch�s luv�l � inclies mirtu[�s prr
inch
' O
. �
�'' o o �.�a _ S� z 1 �
�� _
�8
/ • oa �3o r�,�� 3� 2 4-
� • �
� � 3
/ ' 3 0 0 � � Z.�-
. • � .
YERCOLATION TEST OATA SHEET
�
Tee�t hole location � _�O r�� /Va . Nole number (�
Date test hole vas prepareJ /'�— /(p —1�S , Drp�h ot hole bottom, /Z inches.
Diao�cer of hole. lo inches.
Soil .daea from teee hole:
Depth, inche� Soil texture �
� / '� ���li� ���-�i 1
0
Hechod of scratchinR sidevall �/�� � /�J�l
Depth oE pea-sized gravel in bot[om oE holr� � i�ched.
Date and hour of initial vaccr filli�g /�-/ � '-�S��Qd„�
Depth of ini[lal va[er Iilling. � � inchas sbove hole boctom.
Method used to m:�incain ac 1Cnsc 12 tnet►rs of Watrr �rpch in hole for ac lenec
� houry L/A /
k'ercolacion cesc readin�s m:,de by �//v on
/�—�7`- �� scartind ac 00 �m� . M:,ximu�o va�er depch above hole
(da[�) .m.
ducii�g tey[� inche�.
'1'im� Prccola[lon
Tia�a In�.:rvol. Mu�,r;uren��nc � Drop in w:,cer r:+ce, Rem:�cks
Minuc�5 inch�s l�v�l. inche5 minu[es prr
Lnch
. � '�
. �� 3c� .L � o
; �` - .
, �
►�:o0 3n ql�
, � 1
0;o�
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DATE TIME
CITY OF ORONO CAILED IN �`e� �
INSPECTION NOTICE SCHEDULED �
PERMIT N0. COMP ED
ADDRESS i .
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W 07 DEMO—FlNAL IN 22 FOLLOW-UP
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� Ot FOOTINO 11 MECHANICAL RI 18IXCAV/(iRADINCa/FIWNO
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Q 03 INSULATION 24/25 WOOD BURNER/FlREPLACE 34 7AEE REMOVAL
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ti� p5 FlNqL 14 SEWER HOOK-UO 06 PROORESS
v 07 DEMO—SITE 27 SEPTIC NWNT. 21 COMPLAINT
� 07 DEMO--FINAL INST 22 FpLLQW.Up
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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v 07 DEMO--SITE 27 21 COMPWNT
W 07 OEMO—FlNAL ' IN 22 FOLLOW-UP
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITtON WITHIN HOURS. C PHOTOTAKEN
INSPECTOR WIIL REfURN
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� 05 FlNAL 14 SEWER HOOK-UO 06 PROORESS
�
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W p7 pEMp--FINA� 15 S 22 FOLLOW-UP
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; �L
�'� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOHARY
V BEFOREC01/ERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. �pHOTO TAKEN
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wnn•copyn�s�nors�a can.ry coPyrsns Hoaos