HomeMy WebLinkAbout1997-009105 - new septic system - PERMIT
, CITY OF ORONO PERMIT TYPE: - ; :---
2750 Kelley Parkway- P.O. Box 66 ;�;�•�'�:=-;'�_7' �"'�•'`'`
Permit Number: :_�t.=:;;,i::��,
Crystal Bay, Minnesota 55323 Date Issued: _��,�,,��;-,;�=;;
(612)473-7357 - . . - - - .
SITE ADDRESS:
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DESCRIPTION:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: � "-�=��_�? i�.�.;��� - OWNER: �
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE �-�.l�C_
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CITY OF ORONO � b���`'�S�PTIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway) ,��?`J
Crystal Bay, l�Ti�t 55323 ' �
JOB STI'E ADDRESS: Z $ O S S��..�,.� � ��'� ��
Occupancy Type: Residential r-� Commercial Other
Permit Type: New or Replacement System, $100.00 �--�'�
Repair E�cisting 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: �ll�c�-s ��.�v �� PhdneNuinber: 739 �-- �6�9
Nlailing Address• �-Z :.��:�n ��v�� City: „�,��;, 71P� s`Si�
Contractor's Name: .�j,� �� �r�_ ,T-�- PhoneNumber• �Z$—�3�3
Mailing Address: 2�2,;,d loy � A��� N- City:_���+.s, �P� SS3�5�
DO NOT MAII. PAYMENT WITH THIS APPLICATION
GENERAL I'�i 1STRUCTIONS
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 Ciry of Orono Septic System
Installers License.
2 �il .:,G_� mUSt �'J� �CP.� L^. �,r.Cnrr�un�P �z�it12 t�;P a�In,rQl,a�i �ant?C S j�ctaln rla�ian„ �QS1aI1_
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reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The followin� 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 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 holding MPCA Installer Certificate shall be present during inspections: A 24
hour notice is required for all inspections.
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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 Ciry of Orono
Septic System Approval Cover Sheet.
�_ 2. I will be installing following: ,
A. Tanks: recast Concrete Other Manufacturer���C,j S
Tank Capacities: 1) 2� Su gal. 2) 2f S�, gal. 3) tiso gal.
B. Pump Station (if required)
Pump make & model �Pc� S _��4°S (attach pump curve &
literature); system design requires � gpm at � feet of head.
High water alarm make & model �q,�,��o,_ ���,rT��. 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
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: �owed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the Ciry 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: _l��� � Date: CQ��.a/17
MPCA Certification No.: `� ��
Staff Review: Approval �C Denial
Reviewer: Date• �-(8-5l
Reason for Denial:
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S�� TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
,
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
May 23 , 1994
Tandem Properties
Lot 11, Block 1
Coffin Site
Orono, Henn. Co. ,� MN
This On-Site Sewage '^reatment System is Designed for a Type l, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinanc�s .
The soils on this sit=e are SCS soils mapped - LrB - Lester loam.
A seasonally high wat-er i:Gble was located at 16" to 26" , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
Mound System �a?11 i�eed L-� be installed. The bottom� of the rock
bed must be located at least 3 ' above the seasonally high water
table.
The soils at a depth of l�" have a percolation rate averaging
14 . 3 min/inch .
A pumping chamber will need to be installed to lift the effluent
to the treatment area .
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
The power supply and switches must be located outside the manhole
and pumping chamber in a weather proof enclosure. A warning device
must be installed with a light and sound device, this is in case of
a pump failure. (mercury floats are a good method) .
All neighboring wells are located greater than 100 ' away from the
proposed treatment area.
CONT' D
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Lot1l,Block 1
Coffin site
(2)
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have
no problem in treating septic effluent effectively.
Nothing other than gray water, (laundry, showers , etc. ) human
waste & toilet tissue should be disposed of into the septic tanks.
Garbage disposals are not recommended. Smaller amounts of laundry
soaps , dish soaps , cleaning agents, etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria
needed to treat septic effluent properly. Additives are not
recommended, they may cause harmful damage to your system.
Recommend to pump & clean your tanks by a certified pumper
every year if you have 1 tank & every 2 years if you have 2
tanks to insure proper maintenance.
� .
Steven B. Schirmers
SBS/ds
• • � •
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'-J"G-'��'A'�'�` o• /. \ , ��''�?'$�� Xsoil Borings
�1L ►°� / �,t—��—r-�r �BencF: Mork
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�/ -��� � �� � Note� This system �s to be cons'ructed io meet
- � / � � �o�s6o � the M�nnesota Po�lu!�a� Cor,'ra A.jenq
� � ; � ���� 'a Chapter 7080 & Local Ordinance
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� ��� � Check all underground utilities�
vJt,��.►��a � �� �.��-CLx1-�-�a
\ ` � P�pERTY OF�- Lo'Ff�il� 5�-��__
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Oev;ned 5y: �it�,,.,-- u�. G��� �- __.
Gate:�/�►/24, PH.6:2��97-3566_�
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SET- BACKS . �� � .�, /o---� � �� t
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HOUSE � • System must be�
� � • . Tonk � from property lines X - S�-��p��}S�1� l��Q-�! ,
►�L� 2'Z from wel:s . •
� from b'dgs. � � � �y��,i,� �
. �_r��,. . .
p„ T.�ea!mer? orea = from lakes, .2��ms
� Treotment orea '�� from property lines NOTE=Power supply ond switches must be located in a
M,4N Ho�e 5 m��n t�" 7S�from we'Is . weather proof encAsure outside the pumping chomber and manhole
• � IIRLrFit� ,�'from bldgs. �
� �--, .L�'from trees I� �I SOIL BORthG EI.EVATIONS
i � � - ,� � �
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�,Cmin. � _ _
� TH AI �L.-9�.9 -��l'�Co 9��.q
�� • v�,��dd.$U � � C � �
i ': , rode.�%TH. 2 L.9�4.�s
� f Tank � � Tank I - � � 9 TH."3�L:9��4 .
� Orop to Tonk I ; ; "� PRESSURE DISTRIBUTION MO�ND SYSTEM
j . � � �es-rC�� r��N�FoL.p. TH~4 �L.-��_3 .
� . • Min. I��to 8� � �Pumping TN�5 �L:��c3
Mox.l��to4� � ���P T��.1�-�.y Sl��A��...oc�J Chomber ELn/ATIOy ot PROPOSED PUMPlNG '
i 4�10 6��dio.pipe ; CHAU:BER-.���'�, �mp�t'�l.v j
SYSTEM DESIGN —MOUND � � -R���• "��Q � �L�—`�9 S 0 �
� �ow�� Fwo�— qs�S.O
� ,
� TYPE—= .� BEDROOM Avero rcolotion rate �_� min./inch (desi 83s .ft treatment oreo I. of dai sewo flaw) �
; , � � � �• a �-� N �
' 2�gal_/day z.83sq.ft/gal.��,sq.ff.of freo►ment areo +IQ°/a =��sq.f1. (.= IOft.width=�ft.length of bed orea+side slope run�to I x�heigh!= �fl.x�_ft.lawn•area needed) �
' i
� Clean rock needed— �_sq.ft.treatment area x •��depthof rock=��cu.ft=27=�cu.yds,(3/4��to 21/�'dia. ,includes 2��of r�ck above p�pe) '
►
� ��`��� Clean sand fiU below rock needed�9 D cu.yds. approx. , sandy loam back fill�`'�a.yds.approx., topsoil 6���_cu.yd. ��7�-_- _SANO___._pr4�..:.J_..�-1... . •
WASkF+�v ��EGO�''1ME►JD "CO A00 10°70 '�O 'C�OPSOIL.FOF- \�K4tJl.R� St..oPE �--�-.--L�9_.'CatAx.�.
Number of fanks required�_, Ist tonk�Qgal. ,2nd iank � v gal.minimums Ft.us P�m P�N e� �- �1m pE R- _ . '
� Pumping chamber copacity— 25% of daily sewag2 fbw of�gal.=..��gal.+reserve storage of 15 0-,?�1,/B�.�Q.gal.+pipe t�ack drov►oge— PROPERTY OF� G��t�..1 Sri`� '
• of J�gol./IOO lin.ft.of �'�dia. supply pipe, lin.ft.needed�SZ, ��gal+manifo!d 1�gal./100 tinft of_,3._��dia.pipe,I'n.ftneeded� ,.3.__gol.
- ' total ca cit needed�_ I.(plus area for um ) uSE rn„n. LO"r11. �,LDL1L �--
Pa Y 90 P P ��2.�0 gq 1.ca P. �Q•�.`-10 t-'1�.� 1-}�).a)..� dD
� Distribution pipe l�s'��dia. , �_lin.ft, �l3Z�dia. perforot�ons��a��aport �
_ Pump size -�� hp. (pumpable capacity3�.gal. 4cycles/day) �..I_���____�_'�_�_._}-{�po _PR.c�s� o�ScldR�v�.—_�_��.��iup,__.. ; S—PL TEST/NG N .
Note� When cor�structing bed �- , this oreo shou�d be shoped Note= Dis'ance� from treohnent orea �o ne�ghboring we��s— ; Oes�gned 3y�,1 � ��6 �' .
to divert run-off from entering treatment area. ��"�-��'�- '��-1 �Dt� �
, Dc�e ��/L%y , PN. 6 2-�97-3566
� � MOUND DESIGN WORKSHEET
� ,
(For Flows up to 1200 gpd)
j�. �QW Estimued Searagt F7oa in Gallont per Day(gpd)
Estimated�,�gpd N�� Type 1 '(ype II 'iype III Type IV
or measured - x 1.5 = - gpd. s��,T,s
Z 300 Z?S 180 sas
3 450 300 218 �
B. SEPTTC TANK LIQUID VOLUMES 4 �ao 3�s zs� ..,,,,�.
1 -J�So � �-/vov gallons 6 '90�o su s3i o�
7 1050 600 370 �„m„
8 1200 675 408
C. SOILS(refer to site evaluation)
x�nQ � ,�m
�; of �� �.,�
1. Depth to restricting layer= a� -f� a � inches B�� �,,. ,,�
2. Depth of pereolation tests = I � inches `""'' ``''�''
3. Perrnlation rate I i-)•� mpi Zs a`a` i oso°o i'.'s o
4. Land slope �-J % ;a g z'� �°
• ovv 9 See fig.C-6 (z 1.�
D. ROCK LAYER DIIvv�II�TSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = ,
7 c� gpd x 0.83 sq.ft./gpd = �a sq. ft.t�o°�o=1��4"
2. Select width of rock layer(10 feet or less) _ /C� ft.
3. Lerigth of rock layer= area=width = Rock Bed
,!o .U sq. ft.1 1�-ft. _�`�ft. �.,.�.,.�.ti.ti.ti.�.�...�.�...�.,.,
I•/•1•t•!•f•f•r•f•f•�•J•f•r•1•l•
ti.1•ti•t�ti•ti•ti•t�ti•tiK•ti•V•ti•1•tiK
ti�ti•~�t�tifti�ti�S�ti�ti`ti\ftrti ti ti ti idth <_10 ft.
tifti ti ti ti�lftfti�ti�tf�:�ftiftftiftifl
.f.f.t./.�.f.f.f.r.�.f.f•f.l.f.f.
E. ROCK VOLUME ~- �ng�' -�
1. Multiply rock azea by rock depth to get cubic feet of rock;
�sq.ft.x ,o ft. _�cu.ft.
2. Divide cu.ft.by 27 cu. ft./cu.yd. to get cubic yards;
71� cu.ft. i 27=�cu. yd.
3. Multiply cubic yazds by 1.4 to get weight of rock in tons;
�cu.yd.x 1.4 ton/cu.yd. _�l tons.
F. ADSORI'TION WIDTH LLq 4( Lo q r✓� w� tiQ,w�ae,s�, rab�
1. Percolation rate in top 12 inches of soil is ly•3 mpi Pe�colationRaee �� R�eod
�;,,u��;,,�, Soil Texture �.y,°',:� 1Od`,d,�
Fas abvpea�
`.,dd�
2 Select allowable soil loading rate from table; Faster than 0.1 oa�sana 1.20 l.00
� d/ft� 0.1 to� Sand 1.20 1.00
•� �- � 0.1 to� Fne Sand"' 0.60 2.00
6 to 15 ndy Loam 0.79 1 S2
3. Calculate adso hon width ratio b dividin rock layer t6 to 3o i.oam o.bo 2.00
� y $ 31 to 45 Silt Loam O..iO 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to bo c�ay[.o� o.4s 2.6�
61 t0120 Clay 024 �.00
1.20 gpd/ft��- ,y S �7d/�_ �a •(�� Slower than 120 Clav - -
"Soil having 509G or more af fu�e or very fine sand
4. Multiply adsorption width ratio by rock layer�vidth to get
required adsorption width;
?.�� x 10 ft=aU.� ft
G.� DOWNSLOPE DIICE WIDTH
1. If landslope is 3% or more,subtract rock layer width from
adsorption width to obtain minimum downslope dike toe
�_ft-�ft =�feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation l,a feet
b. Multiply rock layer width by landslope I feot Cov�r
to determine drop in elevation; t reo: ao ea
Slope Di�C)'�71Ce SeperaUon te�t ,
�X��"' _%�-1��_ � '- feet SIOD� Oltferencs��..._ et
uDstope wlatn
c. Add de th of dean sand for se aration (2a) �� teet
P P Rock Bea w�atn
at upslope edge,depth of rock layer(1 foot) to depth of �IL�eet Dow,n^sloDe W10t�
cover(1 foot) to�find the mound height at the upslope edge -+-�-feet
of rock layer;
,�L ft+ lft+ lft= 3.�- feet
d. Enter table with landslope and upsl�e dike ratio.
Select dike multiplier of 3.4 S
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.2 x 3,W.�� _�_feet
f. Add depth of dean sand for slope difference (2b)at
downslope edge,to the mound height at the upslope edge
of rock layer(2c) to find the downslope height;
3•2 ft+ .�- _ft=�(�feet
g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of y ,� (e .
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 3•(� x 4.�� _�2 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;
I � feet ,
-� � UDslo •NtOtn .�:
j. Total mound width is the sum of �--�••� `
. ' th lus rock � »:»::>::::>::::::.
:�: ,:: .
.:;
upslope dike (G 2e)wid p `'�'
i . :> . .' Rocr e.y w,atn <:.::
:::
lD�1c.S�r..t �-
layer width (D.2)plus o �05�00o w�o�� �o��oo•w�a��
downslope dike width(G.2i); 3 ---�L het _ �L reet
� E '
_11_ft+�f _ft+�_ft= �.� feet � ,
k. Total mound length is the sum of � o°""�°"�°`°
ree[
upslope dike width(G.2e)plus rock layer � :
length(D.3)plus upslope dike width (G.2e); � �
ILft+�ft+�ft= gQ_ feet � � ' '
I� � �s� -t 1� /o�
7otei�enqtn �Q�
wn ope �ps ope
3:1 l•1 a:l &I i:l 3:3 4:1 5:1 61 7:1 8:1
�L abpe
0 3A l0 5.0 60 7.0 3.0 4.0 5.0 60 7.0 8.0
1 3.09 117 �.2e e3S 753 291 3.8i dJ6 5.66 bS4 7.41
2 3.19 43i 556 6.� S.SS 2.83 3.70 456 536 616 6.90
3 330 1.�. _ �.88 i.32 &.8o LT � 63i �.OB a.79 6.1i
�.___._ 3.d1 <<.76� 6.75_ . _ �.89 .,„ . .9.iZ ... _26d . . ... Gt l.l? L86 5.16 6.Q6
5 353 5.00 667 S�� ]O.TI 261 3.33 4.00 6.62 5.19 5.'1
6 3b6 S�b 7.11 938 1207 2.i4 3.73 3.8i i�l �.93 SAt
7 3J0 5�5 7.69 1034 1373 2d8 3.12 3.70 423 �.i0 5.13
8 3.% 5.88 833 11.iC 15.97 242 3.Q! 357 l45 d.49 6B6
9 �.Il 6.25 9.09 13.OG 18.92 2_io 29d 3.ii 3.90 d30 4bi
10 �29 60 10.0 15.00 2333 231 286 333 3.75 4.12 4.44
]1 �AB 7•14 11.11 17.65 30.33 2?b 278 3J3 3.61 3.95 4?b
72 �b9 7.69 1:30 _i.33 63.7i 221 270 3.12 3.d9 3.80 4A8
' ` ' F-17
PUMP SELECTION PROCEDURE
ENp PERFORATWN Of p PERFORATED LATERAL
A. Determine pump capacity: w-•�
Gravity Distribution T,,.,,,
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ . . •; :�,a�N�w�,k�„�,,.
water use rate. ' ,`'""'�"'°`"'` �����.;'°""""'°
2. Maximum suggested for delivery to a drop box of a home system is 2,700 _ _ �*�^��^a�����^^����
Mh Ga0 lUor TOD
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �.,,•�,Fh1e •,-e p«r '�;«°�°°`
.. �Pvfre�kn lewtW at ��
Pressure Distibution ���� �""'""`°"'°'
3.a. Select number of perforated laterals 3 .
b. Select perforation spacing=�_feet. °""""sO"''~""5G1N0
B�hr.P�eoiy SaM�e�w
c. Sub'tra•�2 ft.from the rock layer length.
�-�-2 ft._• L!o feet
d. Det rnune the number of spaces bet�veen perforations.
I.ength perf.spacing=�ft.+�ft._�spaces Requirnd Perforaeon Dischazge
e. �spaces+1=.��perforations/lateral �8�K P���ce�p�►>
f. Multiply perforations per lateral by number of laterals to �/3�'� '�e ;�Z�� 4 "`"�''
get total number of perforations.� x �s���= L perforations. ���
g• -� x��r=-�$p�
1.Oa 0.74
SELECTED PUMP CAPACITY x gpm 2.�b �.8� 1.�4
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of dixharge. b.Use for all other applications
�_feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravitv s tem,zero.
�S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. � Pipe Lcngch
Read friction loss in feet per 100 feet from table. � Poinc of Discharge
F.L._ �.b ft./100 ft of pipe �iD.0
b. Determine toml pipe length from pump to discharge Elevation Diffeisnce I
poin� Add 25 percent to pipe length for fitting p�,p -94s► �
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
�x 1.25= �ov feet
c. Calculate total friction loss by multiplying 1.5 inch 2.0 inch 3.0 inch
�m Ftiaim 1oa pc]00 ft o[pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= �- x D 0 +100= � feet 10 0.69 0.20
� �_ i2 0.� ozs
4. Total head required is the sum of elevation difference, 14 iZ8 0.38
special head requirements,and total friction loss. 16 1.63 O.aB
18 2.03 0.60
20 2.47 0.73 0.11
�_+�_+ ? 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 030
40 11.07 2.64 039
TOTAL HEAD �feet 45 1a.73 3.28 0.48
50 3.99 0.58
55 4.76 0.70
C. Pump selection bo s.bo o.s2
1. A pump must be selected to deliver at least ,
�_gpm (Step A) with at least �2 feet of total head (Step B).
Ci�i�`i'11'1'�:l'I'I��i� ,� UU627 _,�� i�f- -Soii Iso�=ri� - . -
Location or Project Lot 11, Block 1, Coffin site, Orono
• � .
Borings made by �-P Testinq, Inc. Steve Schirmers Date 4-20-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : I�and X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 985. 9 feet Surface elevation 986 .5
0 - - ---- 0 -
Topsoil dark brown Topsqil dark brown
loam loam
1 - 1 - 0 - 1 '
0 - 1 ' 4"-MOTTLED 1' 4" Brown clay loam
Rusty 1 ' 4" - 1 ' 10" claykl�am 1 ' - 1 ' 10"-MOTTLED 1' 10
2 - 2 -
Rusty gray brown Rusty olive brown
clay loam clay loam
3 3 - 1' 10" - 3 ' 2"
1 ' 10" - 3 ' 4"
Rusty olive brown loam
Rusty olive gray loam
3 � 2�� _ 3 � 8��
4 - 3 � 4�� _ 4 � 2�� 4 -
Rusty gray silty loam Rusty olive gray
4 ' 2" - 4 ' 8" s�r�dy loam
5 _ Rusty 4 , 8„ _ 5 , gray loam
5 - 3 � 8�� _ 5 ,
6 - 6 -
7 - 7 -
1
8 8 - I
�
End of boring at S � feet. End of boring at 5 ' feet.
Standing water table: Standing water table:
2 5"
2 � 8��
present at feet of depth, present at feet of depth,
20 hours �after boring. 20 hours after boring.
Nc+- present in hole Not present �� hole
Mottled soil : Mottled soil :
1 ' 4" 1 ' 10"
Observed at feet of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments : Comments :
. -- _
C�RTII•'1'c::�+`i'1(i:: . U��1 / ,c:�� :� of---Soil 13orit,-
Location or Project Lot 11, Block l, Coffin Site, Orono
• .
Borings made by ;;-p �estinq, Inc . Steve Schirmers Date 4-20-94
Classifiction System: AASH� ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 985 . 4 feet Surface elevation 988- 3
0 - - --- 0 - --� --
Topsoil very dark Topsoil dark brown
1 _ brown loam 1 _ 0 - 1 � loam
Brown clay loam
0 - 1 '�10"
2 brow alak 1 ' 10" - 2 ' 2"-MOTTLED 2 2' 2 1' - 2 ' 2"-MOTTLED 2 ' 2"
Rusty 2 ' 2" - 2-1/2 ' c�ay �oa Rusty olive brown clay
, „ , loam
3 Rusty gray clay 3 - 2 2 - 3
loam Rusty olive brown
4 _ 2-1�2 , _ 4 , 4 _ silty loam
Rusty gray silty 3 ' - 4-1/2 '
loam Rusty olive brown loam
5 - 4� 5 � 5 - 4-1/2 ' - 5 '
6 - 6 -
7 - 7 -
I
8 - 8 - �
�
End of boring at 5 ' feet. End of boring at 5 � fe�t.
Standing water table : Standing water table :
present at 2 � 10° feet of depth, present at 3 � ��� feet of depth,
20 hours �after boring . 20 hcurs after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2 � 2�� feet of depth. Observed at 2 � 2�� feet of depth.
Not present in hole idot present in hole
Comments : Comments :
L-13
CL'RTII•'IC�1TI;�i� •� Uu�� i I,c,�� ��f Soil_ 13or_in��
Location� or Project Lot 11, Block 1, Coffin site, Orono
,
Borings made by ;;-P �estinq, Inc . Steve Schirmers Date 4-20-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : l:and X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 989 • 3 feet Surface elevation 987• 9
0 - -- ----- 0 - ----- ----
Topsoil dark brown loam Topsoil dark brown loam
0 - 8" 0 - 10"
1 - Brown sandy clay 1 Brown clay loam
loam
8" - 1 ' 10"-MOTTLED 1 ' 0"
2 _ Rusty olive brown sandy 2 _ „ , „_ � „
1 ' 10" - 2-1/2 � clay 1 m 10 - 2 2 MOTTLED 2
Rusty olive brown
Rusty 2_1/2 ' - 3 ' °san�e �o°a clay loam
3 - 3 -
2 � 2�� _ 3 � 4��
Rusty olive gray
4 _ sandy loam 4 _ Rusty olive brown
loam
5 - 3 � - 5 � S - 3 � 4�� _ 5 �
6 - 6 -
7 - 7 -
I
8 - 8 - �
I
End of boring at 5 ' feet. End of boring at 5 � feet.
Standing �aater table: Standing water table :
1' 10" 2 ' 2"
present at feet of depth, present at feet of depth,
20 hours after boring . 20 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 ' 10" feet of depth. Observed at 2 ' 2" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CE�T.�00627
. PERCOLATION TEST DATA SHEET �
S-P Testing, Inc. 4-21-94 g ; 47 a:m��,
Percolation test readings made by on starting at �
Lot11,B1k. 1,Coffin site 1 rdar' 4-20-94
Test hole location , Hole number , Date hole was prepare�
Depth of hole bottom 12 �nches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 �nches
4-20-94 2:OOpm 12
Date and hour of initial water filliqg ,Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of��ater depth in hole for at least 4 hours Automat iC s iphOn
.�taximum water depth above hole bottom during test 6 inches
Time Percolation
':ime interval, Measurement. Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8 : 40 prefill 6
9 : 43 10 : 13 " 2-5/8 11. 4 30 min
10 : 2 9 10 : 5 9 " " �� �� ��
11 : 14 11: 4 4 " " �� �� ��
Percolation rate = 11 .4 r„inutes per inch.
CERT.#00627
• � >
. PERCOLATION TEST DATA SHEET ��
,�
S—P Testing, Inc. 4-21-94 9 : 45 �a:m,:�
Percolation test readings made by on starting ar p.m.
ldatel
Test hole location Lo t 11 ,B 1 k. 1,Co f f i n s i t eHole number 2 ,Date hole was prepared 4—2 0�9 4
12 6
Depth of hole bottom inches,Diameter of hole inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewal� Knif e
2
Depth of gravel in bottom of hole inches
Date and hour of initial water fitlin8 4—2 0—9 4 2�ep�po�initial water fillin� 12 �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat i.0 s iphon
6 �
,Maximum water depth above hole bottom during test_ inches
Time Percolation
�:ime interval, Measurement, Drop in water rate, Remarks
minutes inches le��el.inches minutes per
inch
• 8 : 40 prefill 6
9 : 45 10 : 15 " 4 7. 5 30 min
10 : 28 10: 58 " 3-7/8 7. 7 " "
11 : 15 11 : 45 " 3-5/8 8. 3 " "
Percolation rate = �' 8 minutes per inch.
CERT.#00627
. �t �
. PERCOLATION TEST DATA SHEET �
�.,�__•-.
S—P Testing, Inc. 4-21-94 g : 47 ;�a.m_ ,
Percolation test readings made by on starting ar p.�,
�ea�e,
Lot11,B1k. 1,Coffin site 3 4-20-94
Test hole location ,Hole number , Date hole was prepare�►
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depih,inches Soil texture
0 — 12" Topsoil very dark brown loam
Knife
Method of scratching sidewall
Depth of gravel in bottom of hole 2 inches
4-20-94 2: 00pm 12
Date and hour of initial water filliqg ,Depth of initial water filliqg �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Au -oma i _ i �hon
,�4aximum water depth above hole bottom during tes� 6 inches
Time Percolation
��ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
' 8 : 40 refill 6
9 : 47 10 : 17 " 3-5/8 8. 3 30 min
10 : 27 10 • 57 " " " " "
11: 17 11 : 47 " " " " "
Percolation rate = g• 3 **�inutes per inch.
CERT.,#00627
. PERCOLATION TEST DATA SHEET ��
S—P Testing, Inc. 4-21-94 9 : 49 �a�m:�
Percolation test readings made by on starting ar p.m.
Lot11,B1k.1 ,Coffin site 4`�"e' 4-20-94
Test hole location ,Hole number ,Date hole was prepare�
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole: �
Depth,inches � Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches
4-20-94 2: OOpm 12
Date and hour of initial water filling ,Depth of initial water filling �nches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC S iphOn
,Maximum water depth above hole bottom during tesr 6 inches
Time Percolation
':ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
' 8: 40 refill 6
9 : 49 10 : 19 " 2-5/8 11. 4 30 min
10 : 26 10 : 56 " 2-1/2 12.0 " "
11 : 18 11: 48 " 2-3/8 12. 6 " "
Percolation rate = 12• � ►ninutes per inch.
CEgT.�0,�627
. PERCOLATION TEST DATA SHEET �
S-P Testing, Inc. 4-21-94 9: 51 'la.m.�;�
Percolation test readings made by on starting ar ��p.�'i.'"
Lot11 ,B1k. 1,Coffin site 5 �dQ", 4-20-94
Test hole location , Hole number ,Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 8" Topsoil dark brown loam
8" - 12" � Brown sandy clay loam
Method of scratching sidewal� Kn i f e
Depth of gravel in bottom of hole 2 inches
4-20-94 2: OOpm 12
Date and hour of initial water filling ,Depth of initial w�ater filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s it�l'ion
,Maximum ti�ater depth above hole bottom during test 6 inches
Time Percolation
�;ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8: 40 prefill 6
9 : 51 10 : 21 " 3/4 40.0 30 min
10 : 25 10 : 55 " " " " "
11: 19 11 : 49 " " " " "
Percolation rate = 40 .0 n,inutes per inch.
CE$T.�#�8�6 2 7
. PERCOLATION TEST DATA SHEET y�
S-P Testing, Inc. 4-21-94 9 : 53 a.'T'.
Percolation test readings made by on starting ar `'p:m.
Lot11 ,B1k.1,Coffin site 6 `d�"' 4-20-94
Test hole location ,Hole number ,Date hole was prepare�
Depth of hole bottom 12 inches,Diameter of ho1P 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" � Brown clay loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole ' 2 inches
4-20-94 2: OOpm 12
Date and hour of initial water filling , Depth of initial water filling inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic S iphon
,A4aximum water depth above hole bottom during test 6 inches
Time Percolation
'�ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 8 :40 prefill 6
9 : 53 10 : 23 " 4-7/8 6.2 30 min
10 : 24 10 : 54 " 4-5/8 6. 5 " "
11 : 20 11 : 50 " 4-5/8 6. 5 " "
Percolation rate = 6 • 4 minutes per inch.
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DATE TIME
CITY OF ORONO CALLED IN y�'�—�
INSPECTION NOTICE SCHEDULEO �—
PERMIT NO. 9i�S COMPLETED /r�"/1')
ADDRESS ��G� '
OWNER CONTR. � -�-�
TELEPHONE NO.
� DESCRIPTION �� �'�o'�'*
� 01 FOOTINO 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
y 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS
Q 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 DEMQSITE 27 S�PTIC MAINT. 21 COMPLAINT
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2 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBINO FINAL 2$CEDAR SHINGLES 36 FOUNDATION REMOVAL
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INSPECTOR WILL RETURN
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN � �
INSPECTION NO SCHEDULED �
PERMIT NO. coMP��Eo '`
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� Ot FOOTINd 17 MECHANICAL RI 18 D(CAV/(3RADINC3/FIWNQ
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT
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= 09 PLUMBINO RI SEPTiC FI 35 HARD COVER REMOVAL
v 10 PLUMBIN�FINAL 28 AR SHINGLES 36 FOUNDATION REMOVAL
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❑INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS.
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OwnerlContractor n ite:
Inspector.
White Copyllnspector's File Canary Copy/Site Notice
DAT� TIME
CITY OF ORONO CALLED IN 5 � `�� � �
INSPECTION NOTICE SCHEDULED � // •' -� t
PERMIT NO. � � ' � COMPLETED �, � ��'
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= OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
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OwnedContractor ite:
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White Copyllnspector's File Canary CopylSite Notice