HomeMy WebLinkAbout1994-006523 - new septic system PERM�T'
CITY OF ORONO " ' `'
PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 Permit Number: ='=="���=:'�` '='� `'��i"� ' ==r�
Crystal Bay, Minnesota 55323 t���_�Y_�`:.��==�
(612)473-7357 Date Issued: _ , .- - _
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SITE ADDRESS:
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DESCRIPTION:
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FEE SUMMARY:
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APPLICANT/PERMITEE SIGNATURE ISSUED BV:SIGNATURE
. � , ,7►
CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: � �� � �� R��� _
Occupancy Type: Residential � Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: �-e m f ,� /� � � m r e PhoneNumber: �f �� � � � �
Mailing Address: / �� . �. City: o�••o Tp;
Contractor's Name: �7`��.��., c o_ Phone Nmnber: � 4 /- �f�—
Mailing Address: SS 9 �.1 0�g�t /��e_ City:!Dc�4��, Tip: s�,3��.
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
O�ces; 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 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 City of Orono �
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: �Precast Concrete _ Other Manufacturer
Tank Capacities: 1)�� ga1• 2) ga1• 3) gal.
B. Pump Station (if requir d �
pump make & model � v c��9�• ��'�� (attach pump curve &
literature); system design requires �/ gpm at 1.3 feet of head.
High water alarm make & model �n �o T, . 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�f� '
Drop Boxes Sand bed dimensions�_'x�'�{a
Distribution Box Pressure Dist. Pi e Diam. I
��
P
Maniford Pipe Diam. 2�� "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
X 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: � Date: fa - � � ' � ��
MPCA Certification No.: � � � 3.
Staff Review: Appro al Deni
Reviewer: Date: ��
Reason for Deaial:
. , � .
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. � � ry� �d �, �I �,''�
� �,�`�' �� CITY OF ORONO
�'''.,`�, '-.'"�,
� � �� 4 ���' SrPTIC SYSTEIVI APPROVAL
'� �C , . � � ' .a^ . ,. . �4 rS , .. � .
�,����L, , � .� ..�. �IT� of ORO�o
A �,� �- �
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• � ��1� „� � Fost 0(fice Box u6
•� � '� , . � Crystal Bay,Muu�esota 55323-0066
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� Z.00ATION: 3 515 S i xth Ave . N.
OWNER: George Kilgore
GENERAL, CONTREICTOR: SEPTIC CONTItAC1'OR:
SITE EVA.LUATOR: S—P Testing REPORT DATE: september 24, 1994
Tlie City of Orono has Approved your on-site system design as oE September 27, 1994
(approved-disapproved) (date}
with the following cottunents: A va�iance will be granted for the drzinfield site
location within 75 ' oF a wetland or pond (35 ' setback accepted� The
pond level is regulated by an over.flow and the pond was excavated over
twenty years ago, any effects the pond would have on the seasonal water
table will already have occurred.
THIS IS NOT A FERMIT. Tl�is is a design approval form�vhich must accompany the site plan. A permit must
be issued to a licensed septic contzactor prior to installatioci. A list of currenily 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 fecicing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and al[ernate sites are adequately protected.
NO VEHICULAR TRf�,.FFIC OP ANY ICIND (cars, trucks, earth moving equipment, etc.) is allowed within 2U'
of tested drainfield sites either before or after system coiistruction. Compaction of these areas coul�l render theui
unusable prohibiting tlie 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 ORO O
By � . �
Steptien eckman, On-site ystems Manager
� TLLEPI IUNG-473-7357•FAX-473-0510
� i f ♦
5,�� TESTING, INC. Steven B. Schirmers — MPCA Ce�t. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
September 24 , 1994
George Kilgore
3515 Co.Rd. 6 �
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1 , three
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances.
The soils on this site are SCS soils mapped - LrB - Lester loam.
A seasonally high water table was located at 14" & 22" , (mottled
soil ) . Due to the seasonally high water table, a Pressurized
Mound System will need to be installed. The bottom of the rock
bed must be located at least 3 ' above the seasonally high water
table.
This site has an existing non-conforming system with the bottom
of the system less than 3 ' from mottled soil . The existing tanks
may be used upon approval by the local Inspector. The tanks must
be water tight.
This site has an existing man made pond. Approval will be needed
to be 35 ' away from the pond.
The soils at a depth of 12" have a percolation rate averaginq
3. 2 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.
CONT ' D
i ' �
George Kilgore
3515 Co.Rd. 6
Orono
(2)
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 qreater than100 ' away from the
proposed treatment area.
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 into the septic tanks. Garbage
disposals are not recommended. Excessive amounts of soaps , cleaning
agents & chlorine agents may kill the bacteria needed to treat
se�tic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
— �. � .
Steven B. Schirmers
SBS/ds
, - - — - ------�-- -
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�3� y'.1 SS 15� ..
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. � 10�c�11 Ro c.1G Y��p 'o �/1 —
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W , j3� ,s' 3 �,�`� s.�' �oe o�`-F�sn� �� Ea s-� ,
3.�' F�" 453,'1 ( 3.45' \��'E'S"r-'�� 1.K S K1>lD,
i.a�S���u �r-����
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SET- BACKS 1 3 .I. /o' � f 3� __�1 � �
�------- � s, � s 1 �.,��s-r �
HOUSE ; • Sysiem must be� I
� � • . Tank �� from property line� X- �--�'�` �"-\ '�� �'r{�- w���`} .
Lt. � -r� >a.1 �� from we�!s "
W�L1L-py.1�'� a� from b'dgs. CS�'S� HRS A�x�c-si++�. M4N r++��- eo�o_}�fz�� �a�P¢o�a��OR 35�
, �-"°,;,; , Trea?men? orea =�from lakes , �,�.��
� Treatment creo � from property lines NOTE�Power supply ond switches must be locai��d in a
I • , � weather proof encbsure outside the pumping chcmber and manhole
MA'NF}OLGS m�n t�' 2S_,from we!Is �
QRLCFrLt_ ��from bldgs.
I i— —, � from trees SOIL BORING ELEVATIONS ,
, ' � r _�.. . . '� �� f
�min. . - . T'riAl ��.-��
I � . � ' a"da.su i � e o TH. 2 EL.-� .
� Tank � � Tank � 50� qrade— /�TH"3 E�.- sso•
_Drop to Tonk � I� PRESSURE DISTRIBUTION MOUND SYSTEM �.�"� `L:
. ., , U :
. Min. I to 8 �P�mping TH. 5 EL:'
Mo�l��to4� � ���P �'�R1.a�s SN�R`.�.-oc�J Chamber E�E1iAT10N ot PROPOSED PUMPING �
4�to 6��dio.pipe '�Ex�s-s��.�� -�1-N�s__ r�i RK_ 'R� �..`s�o C!-IAMBER- �'1.o ���, �,,,,� -��s.o �
t-�POi-1 +44.Pg-0✓A�- Y>� _�� . L l't� __ ' IiYG•.�ub A-< l S"� "�A-�-i Y- -- °l 4•�
SYSTEM DESIGN -MOUND �Ns��-T�- ' �fo4 0� " �` -- q 3•�.
� U�oa��� a-r a�N� ���N�- '�3.(,. '
TYPE-�, � BEDROOM , Averoge percolotion rote 3•a min./inch (design.83 sq.ft treatment oreo per gol. of daily sewoge flaw) -ro p o� " �� - �a.$
� ��gol./day x.83sq.ft/gol.�Z sq.ft.of treatment area +10% _��2_sq.fi. (.= IOft.width=�.ff.length of bed area+side slope run�to I x�heigt�= �ftx1�3_ft,lawn•areo needed)
� Clean rock needed- �o sq.ft.treatm�t area x •�depth�rock�cu.ft=27=1�cu.yds.(3/4�to 2 I/��dia. ,includes 2��of rock above pipe) � '
��s�� � yd pprox. , san loam back fiII..L`�a. ds.a x. topsoil 6�� cu.yd. f3.v'�• ���_ o��.� I• �
�'���- Clean sond fill below rock needed �� � cu. s. a dy y � � SD
Number of tanks required�, Ist tank O�o g , g ¢��-���'�-� "�° �� �o�o -Co tops°��"F°F t�R�C�LR�S�p4� �O CZG��_Co'C11L-�
ol. 2nd tank�S2Q al.minirrxms P�.�1 s 4u m Pt N�..5 L1�'Flm pE R- ^ �� �
Pumping chamber capacity- 25% of daily sewage flow of � v ga1.=�Lgal.+reserve storoge of 15 0��1/BF�.�gol.+pipe bock drou�oge— PROPERTY OF� L'°�'¢�����1'0�� �
of��gol./IOOlin.ft.of a Ndio. svpply pipe, lin.ft.needed SO � �_gol:+ manifold t�gal./IOOlinft of a�dio.pipe,I�.ftneeded_2 ,�_gol. ��� S �. g�. � � , I
_ - total capacity needed 5��got.(plus area for pump) us� rn�,n. loo o gq 1.cap, � b�o u0 M�• 1���- C O. 1
_ Distribution pipe��dia. , IL�lin.ft� ����dio:perforotions.�_��apart +
_ Pump s¢e ��Z hp. (pumpable capocityl�_gat. 4cycles/day) J�s�o 13 ' �-►�Ao PQE�s ��5e�t�u� 3�1 aa\JT.n._ $-P EST/ G�/ !'
' Note � When construc�ing bed _- , this oreo should be shoped Note� Distonce from treatment oreo to neighboring wells— Designed 9y�����' ��
io divert run-o`f from eMering treotment orea. V�-��� ����'� /Do' -
- i Datc �2/�/�'- , PH, 512-497-3566
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I� PERM�T NO, `�� �
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I f�=��G,PPRO': �u AS 5U8lv1iTTED �
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� APPROV��D WITH CORRECTIONS AS NOTED ^�� �_o�=' ' i
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�_ ; NOT APPROVED — CORRECT & RESUBMIT � � �G� ��, �
I '��'ese comments are for your informaticn. All work shail be dt;s:�+ __ � \� � f
x51. y.'oP.:':rc:� yoa , �, mr-r-t�ti�; �
( full complian,.P ,vith all €pplica�le buNdirzg & �bg �,�"a rt; L,,� , -� ;
-��c-r,��-�-r !'� ` *�3' �.o ;
x:ment5 Inclur r� items �t eQecificairy nQted in thrs ev1a. s �q. �23 '^6',Ts� Q I
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P�?�RTY OF: I.-'f:�. ±_,r ����1-r�='�'- �
� ♦ 3�r °erco a �on Tes s Scol„ 7 - � _
�1� '���'���si Qcp o�_�3Ns��n�,ur � _"`—._._ i ±� , P: _ - �� - �._ r ,- , �
SL�Dru� 1sC�1 i'ST�O inor� �� � C� X�ii Borincs ' � - - � i
�L- /00.� � � Benc!: Mork fT �,� � �.`. � _ t
_ � � ���� Note� This syste^� is to be constructed to meet �
y ,� ` �L tne M�nnesa� Pollu!ion Con',ro; Ligency � S-P TES%//VG /NC. �
�`�� I /-� Chapter 7080 s Local Ordinance =- �� — _ �
�-�.,� �`Jesigr�d 6y- --``-�"' '- �.` ' ," , -= ,
Note : Check all underground utilities Dote �/.=�f',�-�, PH. 6�2-497-3566 I
� MOUND DESIGN WORKSHEET
, (For Flows up to 1200 gpd)
� � :
A. �.�w Estimuod Sewage Flow in Gallons pet Day(gpd)
Estimated �t SO gpd �
Number
or measured x 1.5= - gpd. ' B�°�,,,, �'a i �'��i �YP�I11 �y�rv �
2 300 21S 180 soa�
�J'>,`-i 3 450 300 218 �
B. SEPTIC TANK LIQUID VOLUMES -�'• � � 4 �o0 3�s zs� .�,�.
s �so aso 29a a
�--��(� U g�OIIS 6 900 57S 332
�
� 7 1050 600 370 odir
�.�.
8 1200 675 408
G SOIIS (refer to site evaluation) ,, ,� N,�� �� ��
1. Depth to restricting layer = � I y To aa inches B�� �,,, �,
2. Depth of permlation tests = 1 a'' inches `""�'' `"�°''
3. Percolation rate 3.� mpi Z3 a`� ,'� ;•�
4. Land slope % ;a 8 �,'� 3�°
ova 9 5ea fig.G6 (x 1.5)
D. ROCK�LAYER DIIv�NSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = � �
y�0 . gpd x 0.83 sq. ft./gpd = 3�� sq. ft-+��`�o W lu"
2. Select width of rock layer (10 feet or less) = I D ft.
3. Length of rock layer= azea i width= Rock Bed
y 1 D sq. ft.i /0 ft. _ ��- ,�ft. �.,.,.�.�.ti.,.�.,�.�.ti.,.�.....,
ti�tifti�ti•ti:�:1�1�ti�ti•ti ti ti t���{:ti
ti{:ti:ti:tirtifti ti=ti:tifti{�ti:tirtirtir� idth <_10 ft.
1fti�l�ti�ti�lfl�ti ti�tf��ti tirti�1?ti ti
•f.�.t•f.f.f.f.l.t.�.t.f.f.l.�.l.
E. ROCK VOLUME ~- �ng�' -�
1. Multiply rock area by rock depth to get cubic feet of rock;
y�sq. ft. x .�ft. _ �o cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. -:-27=�!�cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
�_cu. yd. x 1.4 ton/cu. yd. _� tons.
F. ADSORPTION WIDTH Gt��( LDY��v� n� �a,w,a�,s�, rabk
1. Percolation rate in top 12 inches of soil is 3'� mpi r�,,,e�,R,� �°� R�°'
�trtinuee,prr inci, Soi1 Texture �,� �„
(mpU �� .��
2. Select allowable soil loading rate from table; Fascer chan o.i oarse Sand i.2o i.00
�-I S d/ft� 0.1 to� Sand ].20 1.00
' � 0.1 to� Fne Sand"' �•� 2•�
6 to 15 ndy Loam 0.79 1S2
3. Calculate adso hon width ratio b dividin rock la er 16 to 30 t,oam o•� 2•�
Ip }' g }' 31 to 45 Silt Loam OSO 2.40
load.ing rate of 1.20 gpd/ft2 by allowable soil loading rate; �co bo ��ay Loan, o.4s 2.6�
67 t0120 Clay 0.24 �.00
1.20 �d/ft2�-�gpd/ft2= a� (0 7 Slower than 12o Clav -- -
••Soil having�09�or more oE Eine or very fine und
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
�,t�r x�ft =�L•� ft
� � .
G. DOWNSLOPE DIICE WIDTH �
1. If landslope is 2.9 % or less adsorption width inculdes both upslope and
downslope widths
2. Calculate Minimum mound size bsaed on geometery:
a. Determine depth of clean sand fill at upslope edge of rock layer:
Separation �, a feet �'��'� i• �s w�s-�-
b. Multiply rock layer width by landslope � rooc co�.�
to detemnine drop in elevation; ' `°°e R° °°
Slope Di��'ET1CC Seperotlon i��t
�Z X -� %y 1�� _ �' feet Stop• Otifsrane� �_ et
UDslope wlatn
c. Add depth of clean sand for separation (2a) �ee1 Rock Bed W10tA
at upslope edge,depth of rock layer (1 foot) to re�� Downslope wt0tn
depth of cover(1 foot) to find the mound height at the feel
upslope edge of rock layer; l•�. ft + lft+ Ift= 3,� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of �
e. Multiply dike multiplier by upslope mound height to find ► �
upslope dike width: 3.�- x�_= 13 feet�pST � 3� � X � = �S w'FST
f. Add depth of clean 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; ft+- ft-_-- feeE
g. Enter table with landslope and downslope dike ratio.
5elect dike multiplier of -
h. Multiply dike multiplier by downslope mound height to get
downslope dike width: x = feet
i. Minimum mound width is the sum of upslope dike width plus rock
layer width plus downslope dike width;
+
_+ - feet
ft
_._ft ___..f -
t___
-- ::;i;>:,::.�wi"in:>'::
<:::Su s o a
v D
,:'r'r:;:
iii4'f.{�ii:�'-�iiiin i:yi:i::i'?'>.+'�:i'+4:ii'•Y'•:i:?ii^:::�v:iv:yi}}:;r:;::';'.2:::
�a�� �i Y>.^Y�i:i.;•.},y?4;v;n�,'t::Y�•:}'ri:i?;}•ii:ir.`;{{,-.i.T...:.u}•.;�.;:vi:::n::?,::
from th ::�.:>,.:...,:.. . .::>:..:::..:<�.>.:�.:�..�;�.::.;:.:,.::
Subtract the minimum width 2.i e ...,..,�v:�:..>..:..>....>....a:.:...:.:<.:,.;..:
( } :::<»v::<::.>::::3.,:,.... ...�...::..::..::...............
. ...............
:.:::.;;;:.:;.;;:.:;:
� .::.�::::::::::.
:;:::;>:.:;.>:.:�:.<;.:,,.:.::.::..::,..:<.... .......
. ... .... ................................. . .. .........::.:::.
n ar a .4 to find the additional �:��:#~:�'':=::::`` `::�Y"::��`'::':"`�:`"`
adsorptio e �F ) :>::�:: goet e.o ww�n :.:»:::.:<::.»::>:;<:
downslo azea for adso t10I1 ..J`���..•'^'•�•'^ IO�_hel �j-�>•�'�>�����< .
� � . � I UPslopf�wl0tn UOslop�wlaln
0
(eel
' fBlt
----ft-= feet = -�- ::;,�>:.»::�»:.::::<:»:>:>•: :;;<.>;:;::;:.-�-.....
�.-f�-- � >�:t:.;:...:.:� :.;»:..;>;:::�<:;>:>:<:.:;.;.;..:
;:>s... ...v..<:.,:<:: �
E�>t�;::i:?`EE;>;i>�i:::i>::::'•i:�>:i;':E;:<.:::��i^?�3>::?�� �<:::i::�z;:::::z'::::
- ...<�::>�5��:i�:::;:::<;<::::;;�:,::;::x�•::2�r;;S:ii::::;<?.`:`•:'i:y;..... . (�1,�
I
o :.::5::::..�
��
�
;:v:a�::::v%:;:'?:;'::;::;:::;<::h:;�..::�:ii%�:��::;�5:�5i:::•':';cE:'::':'•ii�:>`:;i�i
. . . . ........,...........................:...:.
.:.�a............
.:::::.:,:;::.r::>o-s:::a::.;::•:::o>;:;:::...,;
1
� . a di 1
nal widt
h 2. to the o
► k A d ho
dd the
( )
:;>:«.<.:::<:<::::;<:;»>::�:<::<:::::<:>:::«;:::::>:;<:>::>::::�>:«:;::>:<:::<:<:::>>::>:<:::>:::::
::::.;:�:::::;::::,.:.........:.....:....
:.::..:...:,::.:..::.,:<;:.::.<:.<:.:::<.:;:;:::;
� / ..t......v.w::...:w:::::.y...�
1 � r �:::,,,.:•:;::::•:::::.s;::::;<•::::::::•>:..::,�:.
- :•::>:•::••r.•:::a::;�::�::�:;:::•::•::•:�:...::::.::,.:...:..:..,,...;.,�;..;.:;;::::•:.•:;
^ � I
� �
S
1
V
7
�
... !;<•r::•:s:•;::::.>:p:::�<:.:::.<::;:.;:::'•:�•:e:c•::•:::::.::'<::.y:.
� :.<.>.'.;><�.
.,:<
<':�:«:;:::<::::...:.:<.;�v�.;,
I -
a e�:>:::::;::#;:"_:>:<"::>�v>:.><:<?>:'::,:::::;:;>:;:>:
an recalculate ;,Downslo . �a�
.;::.;>:..:::�::,....::.::.:.:.:
downsol width d >::>:�::<;:;;;�:<;��><;:::><;<:::>:<:>: o
� Pe
feet
a
�
s
.�- :::»'s:>::::«:>
0 �
l�
:;:;;s:s:z:::;<:><;
:.;;:.:;:: ...........
y r:<:>::><:;::
..:::.:..::.::.:.... ..:..:....:.:.;:............
;:'«:>�:>::>:<::::
. :.,::�.::.::;:::<;:::.;:;:.: :.:.:.:.:::.::<.:�.::;,:.;;.;..:
.:::::.::::::.::..�:::..:...: :::.::.:::.>....::::r:.:>;:
h al�nndth
.»::, �-
t e tot
;;�z::>�:::::�::>:�;>�»>�::::::>::>::`::>;::`::;':::>:::::`::�::;:>�<:<€:»�;::<;`<`:>:»::>::�>:::
<�«.:.:::.:::::::>:::::::::.�::.�::.::...,:.::.::::::....,:r
�
..<...:
`::`<x<:::>':`:�::::::;�€;;«:'::�:::::;<;::::::���:::`::>:,:::>.:;:.;::..:.::..:.:�
_ ::<<:z:::>�>:>::>::.<�:::.:�:�:>.�::;:�€:_>?<:'»:€:>::;:::
I 3 f + ft+ 3 ft - � feeE G-�qs ::>.:::::.::�� >;:<:::<•>:. .;:.�::
t 0 :r;::�>
��
�-
..l_ ;:>�::>::.::>:::::::.::r«
<::;:?.<;:><:::»
::,'<'>:'::>::;s>;'::»';:f::'::.`>.;::.>:,>;:€<:,:«::
... .:.:::..
••:s
•:•.:•:•:<•:.:<z,....
:,::;•>::a>::<., .::::>.:. :, .........,.. .
;:tr.:..........._...::::.::.�::::::•�:..�:.,:::,.�::::..E;�:;%:�:�;:::ii'r.::i;Eii
...<::::,:::..
uiri
f
i the s o
. al und len th s
1 Tot mo
g
upslope dike width plus rock layer length ' � ''
....... ... .... , ..:, ,.,.. . . .....:. .
plus upslope dike width: -- ��9
Totel Len l�
��ft+�_ft+ IS� ft = _�� feet
owns ope ps ope
. 3:1 41 5:1 &1 7:1 3:1 4:1 5:1 6:1 7:1 8:1
L
0 3A 4.0 S.0 40 7.0 3.0 �.0 5.0 6.0 9.0 BA
1 3.09 L39, 5.26 6.38 7.53 291 3.85 ' �.76 5.66 iSt 7A1
2 3.19 Li5 556 682 8.1� 283 3.70 �51 5.36 6.it 6.90
3 330 l5t 5.�8 732 8.86 , 275 357 4#S 5.08 5.79 6.G
I { � 3A1 l76 !� 7.89 9.T2 268 3.15 �.17 �91 S.Yi 6.06
S 353 5.00 667 BS) 10.77 261 333 �.00 • �.62 5.19 571
6 366 S.?b 9.1� 938 1207 256 323 3.85 �.�I 1.93 SAI
7 3�0 556 7.69 ]034 1393 2�8 3.12 3.70 113 �.70 513
8 �.95 5.88 !33 1154 I3.91 24Z 3.Q3 3S7 �.QS l.�9 �B8
9 4.11 6.75 •9.09 13A4 I&92 236 296 3.15 3.90 �30 �.6i
f0 �29 667 l0A 15.00 2733 I31 2a6 337 3.75 4.12 4.4�
il 4A6 7.14 11.11 l7SS 30.�3 2.Z6 27a 3.7� 3.61 3.96 ��6
1] l.69 7.69 ILSO 31A3 13.75 221 t70 3.12 �.�9 �.l0 4A8
�� ° �• F-17
PtiMP SEI,ECTION PROCEDURE
ENO PERFORAT�ON OF A PERFOit4TED L4TERAL
A. Determine pump capacity: �-�-
Gravity Distribution ' ..�.«�
1. Minimum suggested is 600 gallons per hour(70 gpm)to stay ahead of - : • «�..N„w F,e,k,,,,a,-
c..
wa ter use rate. •.� "a"S"'`'r` �'""`"�'°'��,a`�"."
•Nls na.wti pevw)
2. Maximum suggested for delivery to a drop box of a home system is 2,700 _ . »�������°^�°"�
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. .:.,;p,„ ;�-w�ro.� �x•�o Eao•
o Mia e�R«�lq«
. � ' Vr�aalery lnra�W e�
Pressure Distibution �"°^s°^'�� �'"'""`•'•"�
3.a. Select number of perforated laterals 3 .
b. Select perforation spacing= 3 feet ����,�C,�."'"°
c. Subtract 2 h.from the rock layer length.
��-2 ft._�feet
d. Deternune the number of spaces between perforations.
Length perf.spacing=;�,Et.+ 3 ft.__J._�spaces Required Perforation Discharge
e. �_spaces+1= ��-J, perforations/lateral u+gauocu per minute(gpnj
f. Multiply perforadons per lateral b number of laterals to D H d8e �2 m�,�,, i�d�
get total number of perforadons.� x �„ ��_ �I � perforations. �f�c>
g� �' X�'"'-�gp� 1.Oa 0.56 0.74
SELECTED PUMP CAPACITY 3 1 gpm 2.�b �.g� 1.�4
B.Determine head requirements: • a. Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other appluations
�_feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �Pe��8�►
Read friction loss in feet per 100 feet from table. � • Poini of Dischar��
F.L= /_�_fG/100 ft of pipe _ �65.0.
b. Determine total pipe length from pump to discharge pevation Difference�
point. Add 25 percent to pipe length for fitting p„n,P ����
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-l8b
S.O x 1.25=��feet
1.5 inch 2.0 inch 3.0 inch
c. Calculate total fricdon loss by multiplying �m Friaim 1«e per 100 ft of pipc
friction loss in h/100 ft by equivalent pipe length. 10 0.69 0.20
Total friction loss= ,�x /. So +100= � feet 12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
/ 20 2.47 0.73 O.11
� + J + � 25 3.73 l.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40 11.07 2.64 0.39
TOTAL HEAD �_feet • 45 1a.73 3.28 0.48
50 3.99 0.58
55 4.76 U.70
C. Pump selection bo s.bo o.s2
1. A pump must be selected to deliver at least
3 L_gpm (Step A) with at least _j�_feet of total head(Step B).
L "1,
CEFiTI['iC:rl'1'IOf� ;I UU627 Lc;gs c�f Soil I.orinc.�s�
Location or Project Georqe Kilgore, 3515 Co.Rd . 6 , Orono
Borin�s made by S-P Testinq, Inc . Steve Schirmers _ Date 9-19-94
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : liand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 82 • 4 feet Surface elevation 81• 8
0 - -�-- ---- 0 - �---__._....
Topsoil dark brown loam
Topsoil dark brown � - 8��
loam Brown clay loam
1 - 1 - 8" -. 1 ' 2"-MOTTLED 1 ' 2"
0 - 1 ' 10"-MOTTLED 1 ' 10 ' Rusty olive brown
clay loam
2 - Rusty 1 ' 10" - 2 ' 2" da�oart�raY 2 - 1 � 2�� _ 2 � 2��
y d rk ra
Rust 2 , 2„ _ 2_1/2 '� c�a `�oa
3 _ Rusty gray clay loam 3 _
2-1/2 ' - 3 ' 4" Rusty olive gray
Rusty gray sil�y brown silty loam
4 _ loam q -
3 ' 4" - 4 ' 8"
Rusty 4 ' 8" - 5 ' g�io�amclay 5 - 2 � 2�� _ 5 �
S -
6 - � 6 -
7 - 7 -
I
g - 8 - (
�
— , �
Fnd of boring at 5 L-eet. End of boring at 5 feet.
Standing water table : Standing water table :
present at feet of depth, �resent at 4 ' 10" feet of depth,
hours �after boring . 21 hours after borinq .
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 1' 10" feet of depth. Observed at 1 ' 2" feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
l., 1 _i
C�RT1['iC�l'i'IOIJ ;t UU627 Log:� of Soil 13orinc.�s�
Location or Project George Kilgore, 3515 Co.Rd. 6, Orono
IIoririgs •made by �-p Testinq, Inc . Steve Schirmers _ Date 9-19-94
� Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, I3oring number 3 Depth, Boring number
in in
feet Surface elevation 8� • 9 feet Surface elevation
� - Topsoi ar rown�—Zoam—�— � - -�--��-��
� _ 8��
1 -cla r�oam 8" - 1 ' 2"-MOTTLED 1 ' 2" 1 -
Rusty alive brown
2 - clay loam 2 -
1 � 2�� - 2-1/2 '
3 _ Rusty gray brown 3 -
silty loam
2-1/2 ' - 3 ' 10"
4 - 4 -
Rusty gray brown
loam
3 ' 10" - 5 '
• 5 - 5 -
6 - ' 6 -
7 - 7 -
I
8 - 8 - �
(
End of boring at 5 � feet. End of borinq at fe�t.
Standing water table : Standing water table :
present at 4-1�2 � feet of depth , present at feet of depth,
21 hours �after boring . hcurs after boring .
Not present in hole Net prest�^t in hole
Mottled soil : Mottled soil :
Observed at 1' 2" feet of depth. Observed at feet of depth.
Not present in hole tdot present in hole
. ,
Comments : Comments :
C�RT. #00627
' � ` PERCOLATION "I'EST DA"I'A SHEET
:i.n,.
Pcrc��latiun t�st rcaclings made by S—P T _� i na, Inc_. un__�2_Q��staninL at 12 : 00 �i.i» �
,,,.r�., �.`--
Test h��lc location 3515 Co.Rd. 6 , �{ole number 1 , f�ate hole �vas prcpared 9-19-94
Depth i�l hule houum 12 inches. Diameter��f hule 6 inches
S��il�l,it.� I�mm tcst hc�l�:
Dcpth, inchcs Soil tcxturc
— 0 — 1�" T�nsoil dark brown loam
Method of scratching sidewall .��i��
Depth of gravcl in bottom of hole 2 IIICIICS
Date and hourof initial �vater fillin 9-19-94 3�e�tQi�Ci�initial�+�ater fillin�� 12
g p � inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hourti Automatic s iphon
6
, Maximum water depth abovc hole bottom during tes► inches
Time ' Percolation
�ime interval, Measurement. Drop in water rate, Remarks
minutes inches le��el, inches minutes per
inch
• 11 : 50 prefill 6
12 : 00 12: 10 " 4-1/4 2. 4 10 min
12 : 14 12: 24 " 4 2. 5 " "
12 : 25 12 : 35 " 3-13/16 2 . 7 " "
12 : 41 12 : 51 " 3-11/16 2 . 7 " "
12 : 52 1: 02 " 3-5/8 2 . 8 " "
Percolation rate = 2 7 minutes per inch.
� CERT. #00627
' " ' PERCOLATION TEST DATA Sf-IEET
S—P Testing, Inc . 9-20-94 12 :01 �'�"'
I'crc��lati�m tc.t readingti madc bl on .,:,,,, �t.irtin��ai r%�i:n
Tcst hulc location 3 515 Co.Rd. 6 , {�olc numbcr 2 , U,itc holc was prc��arcd 9-19—9 4
Depih uf hole bonom 1 2 inches. Diameter of hole 6 inches
Sc�il ci:ila f�rom test hc,lc:
l�cpth, inchcs Soil te�turc
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 9-19-9 4 3De�tt��initial�vater filling 12 inches abo��e hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 I�ours Automatic s iphon
, Maximum 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
' 11 : 50 prefill 6
12 : 01 12: 16 " 3-7/8 3 . 9 15 min
12 : 17 12 : 32 " 3-3/4 4 .0 " "
12 : 33 12 : 48 " 3-5/8 4 . 1 " "
12 : 49 1: 04 " 3-1/2 4 . 3 " "
Percolation rate = 4 • 1 minutes per inch. � �
. . � .
CERT. �00627
` � � ' PERCOLATION TES'1' UAT'A SHEE'I'
, ,,,
..�_
Ncrc��lati�m tc<t rcaclin��. macic h�'--�-=P—T�s.ting_,_ ._Inc,. ------�.�n 9-20-24__�!anin�� :u__I.�s 02 �i•.in. `.
. �,:,�., � --
Test holc location 3 515 Co.Rd. 6 . I lul�nunihcr 3 . I)atc hul� ���a� ��rc��cu�c�i 9-19—9 4
Uepth of hole bouom 12 inches, Diameter�,f h��le 6 inchcs
Soil data from tcst holc:
Uepth, inches Soil texturc
A - g" --�o-p.s-oiLdark brown �C�a m -- --
8" - 12" Brown clay loam
Method of scratching sidewall Kn i f e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 9-19—9 4 ,�e�thpo�initial water filling 12 inches above hole bottom
Method used to maintain at least l2 inches of water depth in hole for at least 4 hours Automat 1C S iphon
6
. �laximum r�ater depth above hole buttom during test inrhes
Time ' Percolation
:ime interval, Measurement. Drop in water rate, Remarks
minutes inches ic��el, inches minutes�er
� inch
• 11: 50 prefill 6
12 : 02 12 : 12 " 3-7/8 2 . 6 10 min
12 : 13 12 : 23 " 3-5/8 2. 8 " "
12 : 26 12: 36 " 3-9/16 2. 8 " "
12: 40 12 : 50 " 3-1/2 2.9 " "
12 : 53 1: 03 " 3-1/2 2. 9 " "
Percolation rate = 2 ' 9 minutes per inch.
_ r ,
r-x
. .
REow000, c�� oR
WATER 11GI IT E� LOCKABIE E�ECTRIC ��X—� TREATED f'OST�4 x 4 min) '
P�UGS OR [I.ECTRiC CONNECTIONS- --� - /^�NSI E`BOX �C CONNECTIONS M/1DE
2" PVC CONDUIT SCHEDULE 80 �-
MANHOLE COVER CHl11NE0 9 IOCKEO 6�5�'� �OOf' OF POWER CORD f017
SETTLEMENT
SE�LEO MMIHOLE F21NGS-� FINAI. GRADE
-- �'�� ,,,`•,�1— �v AT IEAST 12� /''`�'�
UNION � �E�� GRADE
WIRE ('nOM hOWER SUPf'LY
—• ' PIPE IS IAID ON A UPJIFORM SIOPE FROM
� /�� . �fOF�PROPER ORAINBACK IL TREATMENT MEA
S[A�EO TANK COVER-� IF PIPE AT TANK MUST RE IOWER TI 1AN
UNION, TO GET EIEVATION FOR UF2AIN��C1<,
PLASTIC ROPE OR CHAIN A �/� INCN WEEP HOLE MUST OE USEO
WITII ANCHOR---�� — yyEEP HOLE
11LARM FLOAT ON SEPARATE
El[CTRICAL CIRCUIT--
NOTES� EIECTRICAL WIRE FROM POWER SUPPIY
STqR7_I�EVF��__ _�� _ ._ MUST NOT RUN OVER ANY TANKS BU1
MUST BE LAID 6ESIUE OTIIER Tl1NKS
3"� �� AND MUST 8E PL�CED IN CONDUIT
ALONG POST
SH��T-OFF_LFVE�Q, _. _ EIEGTRICAL CORDS FROM PUMP AND
} COWDUI MWIRF�ECANNOTFHAVE GROU�D
PUMP CUNiFiOI F�OAt �� CONIACT.
0��
-- �
f'igurc F-R
. -
META�
COVER
v. _+ :� -�- � ua �{"� .�
.�// i � +. oo _
�� ` � '-V:,.
7 ;
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DATE TIME
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White Copyllnspector's File Canary CopylSite Notice
DAT TIME
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INSPECTION NOTICE SCHEDULED " / 9�°``�
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= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Call for the next inspection 24 hours in advance.473-7357
OwnedCoMractor
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White Copyllnspector's File Canary Copy/Site Notice