HomeMy WebLinkAbout1993-005616 - new septic system PERI��IT
CITY OF ORONO � � � � PERMIT TYPE:
2750 Kelley Parkway • P.O. Box 815 Permit Number: ��'�� �� -xi `������'
Orono, Minnesota 55356-0815 `-"'�-'='�F'
(612) 473-7357 Date Issued: ����:#��,�:M;
SITE ADDRESS:
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DESCRIPTION:
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APPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, 1rIl�T 55323
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General Instructions:
1. You may apP� for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked np in person at the Ci.ty offices.
2. Permits are not valid until you receive a permit card.
3. Work must not begin unless the permit card is available on the job
site.
4. Permits will be issued only to contractors holding a City of Orono
Septic System Install.er' s License.
5. 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.
6. The following inspections will be required for all septic systems:
a) Pre-installation site inspection to include inspector, instal ler,
and general contractor.
b) Tank installation prior to covering.
c) Drainfield trench instal.lation 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 instal lation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verif y that all pump station (where required) components are
functional and comply with codes.
7. Individual holding MPCA Installer Certificate shal 1 be present during
insLal lation. 24-hour notice is required f or all inspections.
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JOB SITE ADDRESS:�� � (� c�.
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Occupancy Type: Residential�_ Commercial Other
Owner' s Name: �1�Y G2����.,�-., Phone:
Mailing Address: City: ��� , Zip: � `S�S�
Septi c Contractor' s Name: � /� _ �,J Bus. Phone:y�l��s�
Mailing Address: ��-10�-/ /��.e�.. �-�S � City: /�� �,, Zip: �S �' � �'
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>EPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type & Fees (check one)
� New Construction, Full System $100. 00 . �. . . • • • • : : • • -
Repair or Replace Existing System $50.00. . . . . . . . . . .
0.50 State surcharge added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYMENT WITH THIS APPLICATION
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:�OTE: Applicant must initia7. all spaces. Fill in all appropriate blanks,
check all appropriate boxes. _
Initial
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) /�s� gal. 2 ) f ?> gal. 3 ) �� s ��gal.
B. Pump Station (if required)
Pump make & model /� _�� C� (attach pump curve &
literature) ; system design equires �gpm a /�' feet
of head. High water alarm make & model
Outside electrical work to be completed by _installer
electrician �other Inside e].ectrical work
must be complete by electrician.
C. Treatment System:
Trenches: s.f. �-- Mound � �
Depth of rock below pipe " Rock bed dimensions /�'x �Y '
Drop Boxes - Sand bed dimensions �'x ��'
Distribution Box Pressure Dist. Pipe Diam. /v�"
ManifoI.d Pipe Diam. � "
D. Final Cover/Topsoil to be: � borrowed from site
(show location on site plan)
trucked in
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The undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do al 1 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 comp lete, true and correct. �
Signature of Applicant: Date: ���
.dPCA Certification No. : � '
�� `� CIT x
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� SEP'I'IC SI'STEM AI'i_
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1^ I�����'ti dle�� .'_. ~ ' ,,•�:1' � P(�st OftiCC IiOX 66
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� ��{�T����r a,r;!�r� G� Crysml IIay,Mu�nes�ta 55323-OOG6
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LOCA'1'ION: Lot 2, Block 1 North Arm Estates , 2nd Addition
OWNER: Ji.m Markoe
GT�N1�ItAL CON'1'RAC'I'OR; ,�rl''I'1C CON1'RAC"I'nR;
SI'1'E LVALU�TOR: S-P Testing ��PORT llATL: October 14 , 1992
The City of Orono has f'�PProved your oti-site system desigti as of October 14, 1992
(approved-disapproved) (date)
with the following conunents:
TI�IS IS NUT A P�RM1T. 'I'his is a dcsign approval form whicl�n�ust accompany the site plan. A permit cnust
b� issued to a licensed septic contractor prior to iustallation. A list of currently licensed septic contractors is
eiiclosed.
NU'I'ICE TO INSTALLLRS: Airy clianges to the approved plans and specs must have prior approval of tP�e
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL llRA1.NFI�LD AR�AS MUST BL F�NCED OPr prior to building site excavation ancl fencing must remain
in p(ace until final site grading. Approval to pour footings will not be granted until the Inspectior�s Depart�nent
l�as rerified that primary and altecnate sites are adequately protected.
NO VC€�ICULAR TRAI�FIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed witlzin 20'
of tcsl:ed drainfiell sites eitiier beforc or after system construction. C�mpaction of these areas could render them
t�nusabie prol�il�iting thc tim:,ly co�upletion and or limiting the long term use of tltc �;ro�c:ty.
t\ site copy will be available at tlie City Offices for the septic contractor.
CITY OE' OIZONO
By _
Steplien b eclailan, On-site Systetns Manager
'PGLGI'I IOM�,—473•7157 • I�A)s:-47J-Oc10
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S-P TESTING, INC.
951 KATYDID LANE .
ST. M16HAEL, MN 55376
497-3566 '
Steven I3. Schirmers , ; � '
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November 20,; 1989 �
Don Peterson � '
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Lot 2, Block 1, South site �
North Arm Est. , 2nd Add. "
Orono, Henn. Co. , MN
This system is Designed for a Type 1, Five bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local ;
ordinances.
The soils on this site are typical of SCS soils mapped - KIC2 - -
Kilkenny clay loam. ,A seasonally high water table was located at j
12" , 16" , 18" & 20" , (mottled soil) . Due to the seasonally high i
water table, a pressurized mound system will need to be installed.
The bottom of the rock bed must be located at least 3 ' ab,ove the , ;
seasonally high water table.
. ; .
The soils at a depth of 12" & 18" have a percolation rate averaging ' '
5 . 1 min/inch and are adequate for treating septic effluent. i ,
• A pumping chamber will need to be installPd 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.
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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. i '
(Mercury floats are a good method) . '
All neighboring wells are located more than 100 ' away from the proposed
treatment area.
Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible. The treatment area should be '
marked off before construction. - j
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CONT'D �
Soil and Percoldtion Tetts
Septic System Desi�n ,
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With proper installation and maintenance, this system should have no
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problem in treating septic effluent effectively. '
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Recommend to pump the septic tank every year if there is only 1 tank ;
& every 2 years if there are 2 tanks. �
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� Steven B. Schirmers �D S �
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MOUND DESIGN tiNORKSHEET '
: ' . ' (For Flows up to 1200 gpd) , �
A. FLOW ea�e s���.c.n�.�a.�, ;
Estimated �S v gpd (see pages D-7 or I-3,4,5) .
� neeroo�. �°t �n ry�nr � I� .
or measured --- gpd x 1.5 = ''�°
B. SEPTTC TANK LIQUID VOLUMES 3 's° '°° z'" � ,
4 600 �73 ZS6 tiM �
1-1���v � t - �n d� allons (see a es C-3 or C-5) � s �so .so xs+ � ;
8 P 8 6 9ao su sn �� . ;
� iaso 600 ��o m ;
C. SOIIS (refer to site evaluation) s �� 6n �a .�..` �
;
1. Depth fio restricting layer= I�'�-rv �o�� inches s'"`""'�''""''�`''""' ;
2. Depth of percolaHon te�sts = I;t°� \� " inches �� �'�u'°�° `�°we•�•atir•-� ` �
3. Percolation rate S. � mpi 2;,� � ;;� �
4. Land slope � 96 ,,';.; ;� ,'�o �
aw9 --
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83= '
�..Sv gpd x 0.83 sq. ft./gpd = ��.z sq. ft�-r��'» ��'v
2. Select width of rock layer(10 feet or less) _ �c� ft.
� 3. Length of rock layer =Area+Width = '
(;� I sq. ft. + �c� ft. _ <�� ft. • Rock Bed
r•r•• r.r•r•f•r•r.r•�•r•r•r•r '
ti ti•ti 4•�.ti ti•ti.ti•ti.ti•ti•ti•ti•ti•
f•1 r•l•IMN•f•�I•r•r•h/•f '
. . . � •����i�1�ti�ti�ti�ti���ti�ti�ti� �ti� ���..,
�' I'J r�Mf•1•rN•t� •d
�fti:fti�,�f;f;f�f}f�f�ftif�ftiflf ,.
E. ROCK VOLUME F-- �,n,g�h
1. Multiply rock area by rock depth to get cubic feet of rock;
,�y sq. ft. x l.�ft. _�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; ;
�cu. ft. +27=�,cu. yd. ' �
3. MulHply cubic yards by 1.4 to get weight of rock in tons; ;
�cu. yd. x 1.4 ton/cu. yd. _� tons. �
i.
F. ADSORP'TION WIDTH G �'� ""�
1. Percolation rate in top 12 inches of soil is S• / mpi AMorptba Width Si�ln�'hWe
2. Select allowable soil loading rate from table on page E-; ��"�� sa�,��. �� a��
.4 s gpd/ft� w�en�
3. Calculate adsorption width ratio by dividing rock layer P•�++�o., ca.�..s.�e •.--
0.1 b S 8�nd 1.I0 1.00
loading rate of 1.20 gpd/ft�by allowable soil loading rate; o.�bs•• rrKs.�a•• o.�o :.00
1.20 gpd/ft2+ . �� gpd/ftZ= � aw�s s.�ay� o.� i.st
I6to:W l.am . 0.60 2A0
�a� sia� o.as i�n
Check this value on page E-16. ��� s�
4. Multiply adsorption width ratio by rock layer width to get S�,�^ � --- --•
required adsorption width;
. �x �D ft = ��ft
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. , G. . DOWNSLOPE DIKE WtUTf� �
' 1. �f landslope is 2.9 percent or less,basal width includes both the !
upslope and downslope dike widths, ,
� 2. Calculate minimum mound size based on geometery: '
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation l.3 feet , . �
b. MulHply rock layer width by landslope to det•ermine drop !
in elevation;Slope Di�'ererrce 1MiOi"' '���: � �
1Q_x�_96+ 100= -"�- feet (
_. t .
c. Add depth of clean sand depth of clean sar►d for �� ' � , .s* � j
... t :
..
.�_ '
�..� �...��.�..."
separation at upslope edge(2a)to depth of rock layer to �.� ._.....
rocic depth and the depth of cover to find the total mound ,,,,;`�
height at upslope edge of rock layer; . � . �`�.�
��ft + 1 ft + l ft=�,�feet ! '
d. Enter table on page bottom with landslope and upslope �
dike raHo. Select dike mulHplier of �.'7 f ;
e. Multiply dike multiplier by upslope mound height � � ;
fio get upslope dike width:�_x 3.7 =��feet ;
� ;
f. Add the deptli of slope difference(2b) to the upslope !
height to get the downslope height_�+�� 3• S"feet � ; `
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. g. Enfier table on page E-18 witli landslope and downslope ,
dike ratio. Select dike multiplier of �.`�' � '
h. Multiply dike multiplier by downslope mound height � "
I
to get downslope dike width: 3. S x �. '"__�,j'_feet ' .
�"� i. Mininmum mound width is the sum of upslope dike '
width plus rock layer width plus downslope dike width• '••' 'f�•• • •'r•:•' r• :j �
. 2
•��tiyt��i�� Stiy��• ti M .�.�ti14 •jti
.;. ti�.,S'•: .�'. .
-__ _ --- _ _�
� r::::?r:?s:!;srt�tr:;rr°fr; r.•r.:r.�ti��:4:ir;tf+i si ti
__ft*__------- Ft + :.:.:. :•
, __ f f= feet R« e�a w�dii�10 :.�:;�� �-�...f%''��..�
..� ,;.;.. , , . , .iwu
j. Subtract the Minimum width G.i�rom the Absorpdon ' ''''�� �•:••; •:;.;~` ; {,;;'' y{yj;`�`''�;�
:�;:�:{ �:;;;;•
width F.4 to find the Additional Downslope required for R �"� � r
Absorption �;:_ :::...::::::::::r �• :�:•:r:r:�=r:;.::.•.:r:a:�::::.0 ti�:;
. :
•:.
'{a�,r• ti{.,1•,;•.ti•.ti•.{�:���L�L{'�'��'ti
.•:. ���
t�' Upf�DplUR! Iddl_L'�c .._ti• . 5.::•:{•t.':llpt
----�T-----��t=-__---- feet .u: .s::::.:r ti�s.)..},...)°��);..,u"'
�:'��•SyS•••ti�N�ytySy��Sti•yS•�lyfyl 1 S'�1ryd��1 �hfi'�.y�
.•r.�r s:.�i�:.•:.: •r.� Si tir.ti::+.:••r tis tir sr�r sr:r st..r i
k. Add the Additional Downslope required for Absorption•�r���;:r y�tir�::ws,,��••.����{:.�:�����,;,
•:..::. r..t t. .ti.,�.,r. .,
to the downslope dike width and recalulate the Total �'�"�'''"''`''�`''"''��' )�) � ) ) w
. c•.{•.e�.t••:•.•. {; .
'ti:;�rr�:.�rftit�;.tir.tr�:. ;ttj'�r'Srf'�t'tir'+a'�r r'N'L'+t'V'4'tir
ti� i �S��i� ti�ti�� tiitil4�ti�tiSti�yhyY�4
Mound Width which is is the sum of upslope dike '•��_���``��s''• �''a.`'.{"�•''•"`�)`'}�'•'ft'c's:'.`
: M:�'�. A tiYYS ti�ti1yS�•S 1ti 1
��{�t;''rti.�;. ;tie.•.r;{;�t;�t�t{.•;.�lr:;•�t•s:rti$sf I
width plus rock layer width plus downslope dike width `'~' ;
,�_ft+_�ft+��ft =��feet �-T°��"'�' ��'' --�
1. Total mound length is the sum of upslope dike width �
plus rock layer length plus upslope dike width; ;
�ft+��ft+ IZ ft= _ �r2feet
IS G � /S � � I
x� aM s�ima� �� r.� �� �:� �� �> >:� �:� i
s
0 � S.0 LO S.0 6.0 7A 3A {.0 S.0 6.0 7A LO I
1 3Ai {.17 S.2i �.�/ 7.53 211 1.76 S.ib iSl 7A1 '
2 a.l! SS6 6.l2___-.---Ll� 2t3 3. �.5� 536 �.1� 6.lD ; :
• T--7�'-� 5.M --7.32 !.!6-_ -"I. � S.O6 S.7! 6,15
� � 3A1 �.76 6.75 7.l9 9.T2 2E! 3.6 {,17 !.!1 5.�6 6.Q6
S !S3 5.00 6.67 l.57 10.77 261 333 1.00 1.62 5.19 57l i
6 3.66 5.�6 7.1� 9.31 12.07 t51 3.7! �.lS �.�1 �.f� SAt ; •
7 �JO S.li 7.M 103{ 13.77 iM 3.12 3.70 l?J 4.7U 5.1� �
/ 9.�5 S.M {.31 113� 15.9t 2�2. 3.Q1 3.57 1.� {,N �J/ � �'
9 l.It 6.�5 9.09 1�.01 1l.92 2.36 t91 3.15 3.90 1.30 �.AS"'
10 �29 6.O lOA 15A0 �333 2.31 2.l6 333 3.75 1.12 {.N
il �.Y ' 7.1� It.11 17bS �OA3 tId 2.7! 3.73 �.61 !.% ��6 i
I2 �.bi 7.69 1250 21A3 IJ.75 t21 2.T0 3.12 3A9 �.l0 IA!
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PUMP SELECTION PROCEDURE
_ A. Determine pump capacity: j
.. Gravity Dlstrlbution ao ro�ow►� a► � r�►t� � '
l. Minimum suggeated ia 600 gallons per hour(10 gpm)b etay ahesd of �..�.,,. .
water use rate. � � :
2. Maximum suggested for delivery to a drop box of a home sysbem is 2,700 .:.:....:: ...� .. :;,.,:�. ' �
;,�;.,:: . .r=-• �I M.w.M.wM ar r�.- .
gallons per hour(45 gpm)to prev�ent build-up of pr+essure in drop box. a-; w�r sw�w•► ���1"',.�.«�,,.
'�`�` �M�.�'�
Pressure DisMbutlon • �• �•►�r�'"�;;
3. a. Select number oE perforated laMrals 3 '�' N,���,;
b. Select perforation spacing= � ft. �'�: . . �•.•'",. '
�_. . . . rw�wwio:w�M« i '
c. Subtract 2 f�from the rock layer length. �',.: u��� '"""""'�""''
���i�-2 ft._�i _ft. , } ,�::::�.�,�;.:�c,y►�:.�++-.,,�
• �aiw sM s�.Mw
�«.��w.
d. Determine the number of spac�es between perforations.
Length pe*f•specing=�_f�+�ft._.��apaees r�8►�o�reRNo�►t7a�t oeCtr�N Cr�t;
e. ��_spaces+1=�_�perforations/lateral
' f. Multiply perforations per lateral by number of laterals to � �d�(�
get total number of perforations. „ , , � : : �
�«r. X ��� ...�s�'�Perforations. �l�� o,sa . �' /' :
,
�.o. � o.� oa� ; ' ,.
�s o.� � a�o � ,
8• � X�,-S„�r=.�z SP�• z.ob o.eo �.a
' z.s ae9 ta� �
SELECrED PiJMP CAPACITY � 3A o.9e t.za ; ;
-�--gP 4A 1.13 lA7 i •
SA 1.26 1.66
B.Determine head requirements: ' j
�� l. ElevaHon differencebetween m and int of discha ��tA�O0�0�����'"�' i
P� P P� *8'�• w�z.o r.�s or w.a to�oa�.r«aeear�.w
�' feet . "
2. 1E pumping to a pressure distribution system,add five feet for pressure � ` �
required at manifold . ;
�_feet �
3. Friction lo� RPa�6�
a. Enter friction lo�table with gpm and pipe diameter. p��
Read friction loss in feet per 100 feet from table. � .
F.L._ �..to ft./100 ft of pipe � p�p�� . ;
b. Determine total pipe length from pump to dixharge �,j
point. A d d 2 5 percent to pipe lengt h for fitdng . ;
loss,or use a fitting loss chart. Equivalent pipe F-186 . � '
length-1.25 Hmes pipe length= � . �
L�D x 1.25= a,'Z feet 1.3 inch 20 in�h 3.0 h�h � :
� �a�.�e.�p.ioos.t�. ,
c. Calculate total friction loss by multiplying 10 0.69 0.20 # '
friction loss in ft/�00 k by equivalent pipe length. 12 0.96 0.28 ! �
Tocal fricdon lo�_ �► � x a.t„ +]00 a � �eet 14 1.28 0.38 a '
4. Total h�d required is the sum of elevation difference, 16 1.63 0.48
special head requirements,and total friction loss. � 2 47 � 0.73 0.11. i
� ZS 3J3 . 1.11 0.16
�+_y�+_� 30 3.23 I.SS 0.23 i
(1) (2) (3c) � 3S 7.90 Z.06 0.30 ;
40 11.07 2.64 0.39
' 4S 14.y3- _ 9.28 0.48 ; '
'I'OTAL HEAD �feet � ' 3.99 OS8 !
SS 4.76 0.70
- 6o s.6o o.az '
�"�C. Pump selection •
1. A pump must be selected to deliver at least��gpm (Step A)
with at least�_feet of total head (Step B).
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A�fE�cs RkfoR ��:p�4vrGn coNs12ucriow t � ���r� n
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..�,,� iJ\c�Y s,;,, 1 Ci - )ti-1 -�'7_L
„ F`?GFE_k i�'� OF�.12GG�1_PF T E�2�'D Itl --
2�_-- ���_L?a_a`i_o������ !�r Perco�otion Tests Scole�l��-�°�_
��Plt3��_8Sf0}a_��...._'l�p_�OQ.— XSoil Bcrir,gs _GoT 2 B�a����eTu�4/Z�FsT
— ----------------.— ���nC`: Ncrk _2�va�O1� _ � --- I
• �—��------ ----- Note� This sys!i;�n is to be ca�structed to meet ��eo �1�?h' ENn� o __.,�
• � --—---— —---- -----._ � �y.
the Minnesoto Pollution Can'�o! Agency ��'� S-P TEST/NC'i INC�' �
Chapter 7080 & Local Ordinance
° Des�gned 8y. _-�
, Note : Check all underground utilities Dc�te 11/2�/�, PH.6,2-497-3566
� . •
� _ ._. _ --�'�1�— _ ._ ._ ..._ ___ .. _ ___ --._ __ __ � _ __._ __._.. _.__ --
__. . --_ .. —__.___ .______._�_.._..�_ ____._ ___ �.__.____�__ ___�� . _ ._._.__. _ � --�- - ---- ---- - —
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SET- BACKS . -1-- ���---.- � 5---�
�---�- -- �----�---- " �
_ HOUSE � •. System must be� ,
Tank�Q� from property lines �- �.�.�-�1 �_� ,�,���.�� � c���v-��_.
� �� __ _ _ _ �� frOm wel'S
� s'L f rom b'dgs. - _.
� Iry�•
, . ,' N„ . Treo!ment oreo �=�from lokes , �� �*�een+s�v
: 7reotment oreo s'�.� from property iines NOTE�Powe►supply and switches must be bcated in o �
� r�,aMNotsS �r�x.L"-t�i' ��from we'!s w��� aoof encbwre oulside the pumping chomber and manhofe _
' CAGCF�c� 3Q�from b!dgs.
I �-� 1.� from trees SO�L BORIhG ELEVATIONS
� � �r� �� j
, � � .
� - +� �min. � TH�I �L,-�i;,�. ?�'�L�1,d
, • ���� .s3."dia.su I i e TH.�2�L.-�.J
I { ja°S� Tank ,�,i ; - 1 �o � � qrode3'/o '
TH"3 E:.-.�:�
; : �ro� to Tonk �*� �o��=��, PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 �L-��.3
� Min. I"to 6� �Pump�ng TH'S El.-1�0 (
Mo x.l��t o 4� '� ���P �A►��.5 ��H�A��o c�J C h o m b e r . E L�1/A T 1 0'V o t P R O°O S E D P t J MPW G
CHA1�"8ER-$�C2 �,�o ,c�,�•;•,c�-�u.c� .
4��to 6��dia.pipe . �P��c-."fbP �� A�.� 9�3'.0 �
SYSTEM DESIGN -MOUND '' S��a � - 9 0.O . �
�
;� TYPE�., `_ 9EDRppM , Averoge percolotion rote�_min./inch (design.83sq.h treatment orea per gol. of daiy sewage flow) ,
;' �� v gc�./doy x.83sq.ftlgal.la��.�sq.ff,of freotment orea �10%=h5l.�sq.ff. (.= tOft,width=.�ft.length of bed area+side slope run��' .to I xa'i�.heigM= �_ft.x�ft,lown•area needed) I
� Clean rock needed- ��4 sq.ff.treatrr�ent�ea x�depth of rock��cu.ftT 27=�.'1.cu,yds(3/4"to 2 I/��dia. ,inc�udes 2��of rock above pipe) '
j; Gr�r��:=- � � .
w���_,� Clean sand fill below rock needed� cu.yds. opprox. , sandy bom bock fill.�,�ca.�.yds.app�ox., topsoil 6�� cu.yd. Av�. SA�ao b�Pt�t I • 4
-. o T�� -fc�PSc���� 14�t����a¢. 'S�oQd �.�{v.-tsd►L
�=EL..�-'�r'��r1� -'CO A00 �o•j
� Number of tanks required� Ist tonkl�.gol. ,2ndlonkL�qol.mi�wrnrns ftus F�mP�►�u G X1MBE'�- . .
� ' �-E�J�S�� �o —,u — �tz
• Pumprc�g chamber copocity- 25% of doi!y sewage fbw of�ga�.=l��gal.+reserve sforoqe of 15 0�h 1/B�.��gol.+pipe bocic drouwge— pRppERTY OF���'P'�"'�,F-���L-
� of..L�gol./IOOlin.ft.of�"dia. suPdY Pipe, lin.ft.neededll�� 31 gal.imanifoldl`�gal./IOOtiRfto�f�°dia.p+pe,l�.kneeded.2 ,3_gol. LpTa (�� 1 . uo�-tr.� p�mrsb�f.
� . total capocity needed 97 1 go;.(ptus areo forpump) ��� rn,,n.. �v��,l.cwp_ ��ao At�_ ���o „�y..l.
� . Distribution ppe �1�,Z�dia. Y�14� lin.ft., �/32�dia. perforat�ons.�la��ap�t
H� . Go.
�
� ' Pump size��ihp. (pumpable capacity�a gol. 4cycles/day) _�sfa�.v . I 7 �_HS AQ _.P��S_� 'D�SL�II�RV� 3_9_---�q��ynu4.� ', $-P TEST/NG /
� , . Note� When cons�rucling bed � , this oreo shoutd be shoped Note= ��stonce from treotment o2o Io neighbo��ng we!Is—
�'��-_t��.� �C�-���.1 !00� ; Designed 9y� =
; -� 10 divert run-o!f from entering treorment oreo. . ; pai� :����� � PH 6,2_q9�_3�
I —
L-l�
CFRTIFICATTON # 00527 � Loas oF Soil Borinc�s ' �
' Loca�t�on or Project Don Peterson, Lot2,B1k.1,North Arm Est.2ndnAdd^South site
. v�e��v
?3orings made by S-P 1P_St;nq, Inc . Steve Schirmers _ Date 11-9-89
C:.,�ss�fictien System: A11SHU ; USDA-SCS X ; Unified ; Other
; Ruc�er used (check two) : Hand X , or Power , Flight , or Bucket X
D�nth, !'oring number 1 Depth, Boring numb�r 2
--�' in .
�ent Surface elevation 88• 2 feet Surface elevation 88•1
�
0 - 0 -
� Topsoil dark brown loam opsoi0 _a6�� rown oam
0 - 10" Brown clay loam
1 - Gray brown loam 1 _ .
10" - 1-1/2 ' 6" '- 1-1/2 ' -MOTTLING
1' 8"-MOTTLING grown clay lo m
2 - 1-1/2 ' - 2 ' 2" 2 - Rusty olive brown
clay loam
P.usty olive brown
3 clay loam 3 1-1/2' - 3 ' 4"
� Rusty olive brown
4 - 2 ' 2" - 4.' 2" 4 - loam
. � 3 ' 4" - 4-1/2 '
Rusty olive brown
5 - silty loam 5 _ Rusty olive brown
� sandy loam
i
6 - 4 ' 2" = 6 '. 6 - 4-1/2 '� - 6 '
� , .
7 - � 7 -
8 - . 8 -
T�;nd oF boring at 6' feet. End of boring at 6 � fec�t.
Star.��ng water table : Standing water table:
p.rese�t at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
rIo~ present in hole X . Not present in hole X � .
Mottled soil : Mottled soil :
Observed at 1� 8° feet of .depth. , Observed at � _� �� � feet of depth.
iv'ot �resent in hole . Not present i.n hole .
Corr,ments : � Comments :
L-l�
CERTIFICATION � 00627 Logs of Soil BorinQs '
' Location or Project_Don Peterson.Lot2,B1k. 1.North Arm Est. 2nd add. ,South site
Borings made by S-P TestinQ, Ine. Steve Schirmers Date Orono
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
nuger used (check two) : Han�? X , or Power � , Flight , or Bucket X
{ Depth, Boring •number 3 Depth, Boring number 4
in in
; feet Suriace elevation 88. 9 feet Surface � elevation 88:3
i
� 0 - 0 -
i • ;
� Topsoil dark ,gray Topsoil dark gray brown
� loam ; 0 _ 1� loam
� 1 _ 1 _
� , �� Brown clay loam
1' 8" MOTTLINC�, 4„1_41' 10" Gra�oar�o n 1' '- 1-1/2' -MOTTLING
2 _ � , 2 _ Rusty olive brown clay
� loam
� Rusty gray brown 1-1/2 ' - 2-1/2'
; 3 _ clay loam 3 _ Rusty 2_1/2' - 3 ' sandVeloam
; l, lp„ - 3 , g��
4 - 4 - Rusty olive brown
Rusty. olive gray loam
silty loam
5 - � 5 -
� � 3 � 8.�� _ 6 � 3 � _ 6 �
6 - 6 -
� •
7 - � 7 -
�
, $ - ' � 8 -
� �
rnd of boring at 6 ' feet. End of boring at 6 ' fe�t.
Standing. wa*�er table: Standing water table:
� present at feet of �depth, present at feet of depth,
f
hours •after boring. hours after boring.
Not present in hole � �X Not present in hole X �
Mottled soil : Mottled soil :
Observed at l� 8nfeet� of depth. . Observed at 1-1/2 ' feet of depth.
Not present in hole . Not present in hole .
Comments : Comments:
L�13
CERTIFICATION # 00527 ;Logs of Soil �orinc�s � �
'Location or Project Don Peterson, Lot2,B1k.1,North Arm Est. , 2nd Add. ,South site
Orono
r.orings made by S-P Testing, Inc. Steve Schirmers _ Date ,�_��
Classii-iction System: AASHU ; USDn-SCS X ; Unified ; Other
nug�r used (check two) : Hand X , or Power , Flight , or Bucket X
� Depth, Boring number 5 Depth, Boring number 6
in . in
` feet Surface elevation 89 .0 feet Surface elevation 89•.0
�
; 0 - 0 -
Topsoil dark gray brown loa Topsoil dark gray brown
0 - 10" 0 - 10" loam
1 - i 1' 4"-MOTTLING Dark gray loa 1 - � 1 ' -MOTTLING Olive graybrown
� 10" - 1-1/2' 10" - 1' 4" clay loam
Rusty olive gray
2 I Rusty olive gray 2 � clay loam
clay loam sandy strong
3 - 3 - 1� 4�� _ 3 �
Rusty gray clay loam
1-1/2 ' - 3 ' 8" � 3 ' - 3 ' 10" strong
`� Rusty olive gray 4
silty loam Rusty olive brown
silty loam
5 - 5 -
3 ' 8" - 5-1/2' �
G - , Rusty 5-1/2 ' -� 6 � oli�oamr W 6 _ 3 ' 10" - 6 '
7 - � � 7 -
8 - � 8 -
I;nd of borina at 6 ' feet. End of boring at 6 ' feet.
Standing water table :� Standing water table:
present at fee� of depth, present at feet of depth,
hours �after boring. hours after boring.
' s
Not nresent in hole X Not present in hole X
'�ott'_e� soil : � Mottled soil :
O�served �t . 1 ' 4�� f.eet of depth. . Observed at 1' feet of depth.
Not present in hole Not present in hole
Co�mc�nts e � Comments :
r•�„-;rn. �n�.r7 /
��RC�T�A'�'?0^ T�:�T.L�A'�A S�-IE3�:T , . __
� __, .,,
S—P Testing, Inc. ' �'•"'• �\
11-10-89 8: 25 -�_ ' ..- ,
!'rrco:�.it;on trst re:ic!in��c m;idc by orL starting at p.m.
' Lot2,B1k.1,North Arm Est. 2nd Add. 'J""' ' �
' Tc�t nn'e location , Hole numher 1 , llate hole was preparect 11-9-89 ,
i �
, Drr:'�rl'hole hot'��m 18 inchcs, Diameter o�haie 6 inches
, �
Soi!c::tta from te�!hU!C: , ,
:.?entn, inches ' Soil trr?ure
' 0 — 10" ; Topsoil dark brown loam .
10" — 18." Gray brown lo��m
Methrd of scratchin��side«�al, � Knife
2 .
Derth of£ravcl in boctom of hole inchcs
I Dar�and h��ur rf initia! ���ater��;;in� 11-9-89 1�-`�,4i��iii�itis�l watrr filling 12 inches above hole bottum
'�"c^��xi u�<d to maintain a:lc�.�t ',2 inches�f watcr depth in hole�or at lcast 4 hours AUtOmatlC siphon
�, 6 �.� .....
,V!aximum�•atcr dcpth xbuvc hule buttom�!urin�tes� inches •
! � Time • ' � Percolation '
Time � ir.terval, i Me:isurement, � Drop in water rate, Remarks
i minu?eti ' inchce ; !cvcl,inches I minutcs per
inch
8:15 : prefill � 6 � �
8: 25 ' 8: 40 i " � 3-1/4 � 4. 6 1� min
1 8 : 51 9:06 ° j 3-1/16 � 4.9 " "
9 :07 ' 9: 22 � j " � 3 5.0 ; " "
-- �
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Yerco!.ition rate = 4 •8 minutes per incii.
' • C��m. �����%
. P'''�COT�ATx01'TEST DATA S�tEET �
�
S-P Testing, Inc. 11 -10-89 8: 26 � a•m• �%
+ Prrc��'.:�'ior,tcst rrac'.in�zs made by on startin�at p.m: .
�.i,����
� Tr�thc�!eloc;i?iur�'ot2,B1k.1,North Arm Est.����?Z,t���l��c�d 2 , D.itehulewasprrpareclll-9-89 ,
llc�th��!'hole bo:tom 12 i�c'�cs,Diame!er of ho!e 6 inches
Sc�i'c':Ctt!�ror� •^�!''�o�c:
Ur�?h, i�chrs Soil tcxturc
0 - 6" Topsoil dark brown loam ' .
6" - 12° � Brown clay loam
btct�,uc'.of scratc'�in�sidew;:1 Knif e
Dcrth�f gra��c! :�� ;��t?c�m o�ho�c 2 inches
11-9-89 11: OOam 12
Datr an;`�our uf initial wa�cr!illinc� ,Dep[h of ini��:il water Cllin� inchcs above hole buttum
M,cthod used!o maintai�a!?east 12.inchcs of water depth in ho!e for at least 4 hours Automatic S 1phOA
,'viaximum watcr c'epth above hole bottom during te�► 6 inches � ^
� 'i'irnc Pcrcolation '
. ;imc ; intcrval, I Measurement, I Drop in wlter rate, Remarks
minu'es I inches lcvel,inches minutesper
� I i
j inch
8 : 15 i prefill , ; 6 � �
8 : 26 ; 8:41 j " � 2-7/8 � 5. 2 15 min
� 8 : 50 j9: 05 � " i 2-13/16 5.3 " "
9 : 08 � 9: 23 " ' 2-3/4 5.5 " "
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Pcr�•c�::�'ion r.�!c = 5• 3 r.�in�:!cs per�^:h.
' rrnT. �00527
, . PERC^',A'A'IO\TF.,ST DATA SI:E_F,T � ~
� �.
11-10-89 8: 27 a'�
Percc�lation tcs!rr;tc'.in€e m,�dc by S—P Testing, IriC. o� starting a► -- p.m.
������,� ,
� Lot2,B1k.1,North Arm Es 2nd Add. 3 11-9-89
Tcst hole Ioc;itioR ,�o�e number ,Date hole was prepared •
! Ucrth o;'ho(c bot:um 18 inches,Diameter of hole 6 inchcs
; Soil d;rt:!�rom tes!hrfe:
�
� 'hpth, inchcs �' Soil tc�cture
r
0 - 16" � Topsoil dark gray loam '
16" - 18" � Gray brown loam
, Methc��1 ol'scratchin�;cidewall Kni fP
Ueptn or�ravcl in hott�m of hC�!e 2 inchcs
� 11-9-89 11:OOam 12
Uu�e and'�our of initial water fi!ling .Depth of initial w�ater tillin�, inrhes above hole bouom
�1cth�a�used t��ma;ntain at Ica�t 1�inchrs of���atcr dcpih in hole for at lcast 4 hours Automatic s iphon
6 �a ...
,Maximum watcr depth alwvc hole bottom during test inches •
'Cime , I Percolation �
. Timc � i7rer��a1, I ' "fcasurement, Drop in water rate, Remarks
minutes � , inc�es leve'.,inches I minutes per
� • ; � inch
8 : 15 prefill 6 ;
g; 2� i g:42 " 3-5/16 4.5 15 min
8 : 49 ' 9 :04 ` " I 3-3/16 � 4.7 i " "
� �
9 : 09 I 9: 24 ' " ' 3-1/8 4. 8 " "
____ i - i .
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4.7
Percc�lation rate = m:nutes per inch.
• � C^r.'m� ?:fl� _�2!
, PEP,�'OL�.�x!�:�'TEST L�ATA SHEET �
� ..,
.----��.
S-P Testinq, Inc. 11-10-89 g : 28 C�'`•n'.-�
Prrcol�tion test rc.t�ings madc by on sturting ar p.m.
��6nN ,
Lot2,B1k.1,North Arm Es.t��o(cnudbAdd. 4 Datehulcwasprcpciredll-9-89
T�.�, s;,���,ic.�c,i�:�,n .
D:p'!:r!�ho;c �o�:c�nL 12 inches,Di.:meter of hole 6 inches
Seil c�uta�rom?est holc,
Dcnch, inchc� � Soil tcxture
0 - 12" Topsoil dark gray brown loam ' ,
� Knife
�vlct'iod of scratc'�:^�sic!cwall
2
Dcprh af��ravel in bot;om of holc inchcs
Uate and hour of initial water filling 11-9-89 �ept��t initial water filling 12 —inches above hole bottom -
:�1e!hocl u�c�to m.iintain at least 12 inches of water dcpth in ho!e for at least 4 huurs AutomatiC s iphon �
6 -� --
' ,'.Vlaximum water dcFth abovc hc�le bottom during tesc inches •
� Time � I I Pcrcolation �
. Tir1e � intr.-val,, Measuremcnt, Drop in wa!er rate, Remarks
� minutes • i inches level,inches minutes per
� inch
8 : 15 prefill� 6
8: 28 j8:43 � " 2-5/8 ' S. 7 15 min
8 :48 ' 9:03 . " . I 2-1/2 � 6.0 " "
9 : 10 9:25 " " � " ' " "
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Percc�lution rate = 5'9 rninutes per inch.
• rrZT.�00G27
. P�RCOLA'�TQ:�'TF,ST DATn SH.F.ET � � .
. � �-
; �
�. a.m. •�
, Perco!:�tion te�t readi�€s rr.ade by S—P Testin�� Ine. �r, 1 1 -1 0-89 starting ar 8: 29 p�m: '
. � i�hur: ' �
Testf�oielocatic�r�'ot2,B1k.1,North Arm Est.No��m'.��d' 5 , Datehole:waspreparecLll-9-89 ,
,
18 � 6
Jc;�th of ho:c bottom inches, Diameter of hole inche�
' S�i!�!:�ta frrm trst hole:
�cnth, inchcs ' Soi!texturc
0 - 10" Topsoil dark gray brown loam .
10" - 18" Dark gray loam
�;c.''i��d uf sc�atc�in;,e;4c���a;l
Knife
2
�l�p�h��;'��rctvCl tn tio!tOrt�Of'^olc inchc�
� 7ate anc!hour of in;tial�vater fillin� 11-9-89 ,�Tcct�O��mitial watcr fil;in�� 12 inchcs above hole bottom
Mr!hoc!uccd to maintain::c lea�! 12 inchcs of water de�th in hole for at least 4 hours AutomatiC s iphon
,Ivlaximum watcr depth abovc hole bottom durin�tes� 6 inches � �
� Time � ; i Percolation �
'1'ime I interva'.,, i 'Vleasuremcr.t, � Drop in water � rate, Itemarks
i
� min�.•�:s , inrhes � leve{,inchcs minutes per
� i � inch
8 : 15 � prefil], 6 � i
8 : 29 � 8:44 � " � 2-3/8 ! 6.3 15 min
8 : 47 ; 9:02 ' " 2-5/16 6.5 " "
9 : 11 9 : 26 � " � 2-1/4 I 6.7� " "
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Perrc,!ation ra!e = 6•5 minutes per iec`�.
• � • � �. •
� CT::2T. ��:�C��7
. P�!?Cr!LATIQ,'TEST DATA SIiEET �
, ..
11-10-89 8: 30 �': a."�._�
i Pcrcolation tes!rcnd!^�""^a1C4C L�V S—P TeSt�ng, InC. on starting aL p:m.
� Lot2,B1k.1,North Arm Est. 2nd Add. �6r� 11-9-89 �
Tc�t halc loc:�ti�n , 1-�o;c number , Datc hole was prepared •
� Dc�th rf hole bottom 12 inches, Diamete-�f hote 6 inches •
Soi!c:ata from test h�le:
� Depth, inches Soit texture
0 - 10" � Topsoil' dark gray brown loam ,
10" - 12" Olive gray brown clay loam
1�1ethad of scratching sidcwall Kni�e �
. 2
• Lcrth of t;ravcl in brttom of holc inches
11-9-89 11:OOam, 12
� Datc and hour of init�al�vater fi"�n� ,Depth of inrtial water filling inches above hole bottom �
;��tr;h�w uscd�o ma:ntain at Ieast 12 inches o!'w�ter t'^�+th in hole for at least 4 hours AutomatiC s iphon ' •
6 �� .
,!�laximum watcr depth above hole bottom during tes► inches �
Timc �. I Pcrcolation '
. Tinte j inter��al. � I Measurement, I Drop in water rate, Remarks
� minutes inches level,inclies minutes per
inch
8 :15 ; prefill 6 �
8 : 30 , 8:45 j " i 4-7/8 � 3.1 15 min
8 : 46 � 9:01 � " 4-11/16 � 3. 2 " "
� 9 : 12 � 9: 27 " 4-5/8 3.3 " "
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!e.rcc;i.�.x n rat. msn�.e. pe. meh.
-PER�=aRATED
' LATERALS
•'�''L;:'r'-.-'�� __-:-=�- '_—._ ._
SANDY LOAM SO I L � �,''.�� '.,�'1�'- - =:^'��.��'"}- � ---�; .
_ ✓ -J' /'_�� �" �j"� .f.
�� �./. �j. %''�,+'' ..`i�.; .
LAYER OF STRAW OR � '`' '�� '"� 'r� �
� � �f
MARSH HAY COvERED `� ~: � ,-':,� ' ���j�� /, � �f
WITH RED ROSIN PAPER ' - � ��r,
�' � .;.� ,,; ._,,� ,.
s. '' .•�/.�-�,',;,' .��.,� �'
Y /
t �/2' OR 2" .�:.:.�;_ .i:� �.�/-..�"'�� �
� i� :
P!PE FR{3M P�3�IIP - . /�. , ����� /� �
.,,:: � �, ;
��. %� V/ /y/ i; rJ/, /�� ��
� � i . �
.-' ��'�/z' �� /_/�
3� �� _ 2�� " �� ;.�i�;�!_�`___° � '� •/
��' ���� �- "�`�'�' � . � '� DIVERSION FOR
CLE�AN F�OCK -�� , ;,% -,,;,' �,� •
. � ,� /%� �;,�/ .� �',-� �Ta= SURFACE WATER
�� TOPS01 L ..- %�,�� � = � � ;� ��, ' .� .�'`� �. s�cr as �a srrE e�s �E roR � �aurio.
i � �� � � y � � y 2. REMOVE D(CE55 VEGETATION. P1Dw: o� oR �� e�+oE � �+.
• /'"� �% '�+� ,j � �' ' �p�►1�N h1E 5URFlyCE SOiL 6�10�IE5 OEEP. DO THIS ONLl' �F TfE MOISTURE
_ - :�� � ,�"� �N'T'ENT f5 L65 TM4N 7HE PlASTIC UMIT ISOIL IS PlASTIC IF IT CAN �fi0L1fD
_, . � � � J INT� AN 'h�NCM WNiE).DO NO'� REMOVE ANY OF TE SURF�PRc',�NT O�OMIW►CTION
� �. •.- ' ./,/ � / ,' PEftFDRMANCE ON CLAY SOII DEPENDS ON E7CTREME CARE
•' J �� r„'%�'.�,r''��� � ; �� ANO PUDOLING OF T!f QAY OURING COf�5�CT1�W�N T�FIE�501��-
� :� i ION EDIJIPMEf1T AND DO IdOT COP6TRlX.'T
—� a.. .'�•�'/ � �sr' ��"��.y� /� � . '� ' W A PLASTIC CONDITION. .
�"`''�'��9 _�.>'%': � � �'� � 4� � ��.3. lJSE ONLY rwic�c-� eou�r�T � ca�s�cTu�w TME �o so as woT
�;:'�� . i r�
/� �� 7D �MIFACT TIE dtIGM1AL SOIL
��r �� ���- , , �( ,� 4. TF�RE ML1ST BE AT LFAST 2 FEET OF NATURAL OR FlLL SOIL HAViNG A PERCOIA-
_. `` .'� • � .��" � / / �� `� I / •. T10N RATE NO SLOWER TI�AN 120 MINUTES PER IPKM AND NO FASTER TFNN 5
�J�... .v:•.
� . '�'�`�.`�::,t.. . `<'`"��'�• �� ...•/:;; MINtJTES PER INCN.BEFORE PLJ�LIWG T}E L.AYEJt OF CI.FJJd SAJrO•
- . � "`'C.� �.f � � r I _ .t�� /."',`:i'' S THE 12 INCH IAYFR OF flEAN SAf�R' IS PART OF THE►�D CO�ST�nON.SAf�
�: .. �p � •� , � --.! � ' •.. •..�._.. ti � IT CAN i�SS THE"FRUIT.IAR l'E5T fOR �RETE S�V�D.
`O p .. -:•.: : . . .. �s oor�s�o�o «.�w �us�r eE
� c `� -�.k �`"ti ' -- ,•..: :yf%��``••� 6 TFIE TOP OF THE d..fAN SAt�D IAYER AND THE TOP OF THE ROOc �'D
C ' . ' ;;, , ^ ;.::.�
S (�'p q N � • `' "-� ��i,��y� ` \l:}�;:�-�/ �`�"".: 7: DISTR�O�N PIPES ARE I�/2-NCH DIAME7ER SPOLED 40 INCHES ON CEN7ER
A'v !`� �� r:r= �' 36'� ��._y'; 'r �'�� ;'',•'' � �M�ECTID TO A MANIfOLD IN TF� CENTER OF THE ROCK BED. PIPES FNVE
��` SO ` `tw=•_'--: ;=��.��..' i%-�PICH PERFORATIONS ORILLED EVERY 36 INCHES AND POINTING DOWNWARD.
L R D � ���: .�r,A � :•`-';`�._•._.' ., �A NEW DRILL 81T TJ AVOID BURFtS IP610E TME PIPE.
'`O � - '��.�- ��+��� .� NC� � � �� � p�p�M � INCR�ATED LATERALS AND 2
B AY
EN P - � "� .. .- -'�:��9. THE ROQc IS FIRST COVERED wirH a u►rER oF w►r OR STRAM� WH�CH IS'MEN
. i _ COVERED WITH A LAYER OF RED F2QSIN PAPER LAPPm 6 INCFIE5 AT TFE SEA1.15.
B/►�NATU Rn� -`-,.10. AT LEAST fi iNCH6 OF L0�4MY SAND SMOU�D BE P�Af�D OVER 7HE 7DP OF 7NE
r�i �� �.� ROCK BED.
. ER ��Y I1. A frINCH LAYER OF TOP SOIL SHOULD BE PLA�E� OVER THE EN�E MOUHD SO
ETIiAT A CftA55 COVER CAN BE E5TA8lJ5MED.
�12 �� ME ROCK L�R 50 TLMA THEAVI' RA NNW LLERUNJ OF .f�F THE MOUND
t3. SIDE SLOPES OF THE DIKES SMOULD BE NO STEEPER THAN 4�1 ON CLAY SOIIS
' ANO 3•I ON SANDY SOILS.
•. M-- .I.AYER.OEPFMDS Wd TFtE AAt01L'1T_OF OAILY
£).
15. MAXIhiUM EFFLUENT DOSE PER PUMP CYCLE SMOULD BE NO MORE THE TABLE
, _ VAWES.
15. MINIMUM PUMPING RATE IS SF10M�N IN TABLE. PUMPING MEAD MlST 9E
• FpR�pER�fORAT��RALS.EVATION OIFFERENCE. FRICTION LO55 PLUS S FEET
' E-4 ' •
L�YER OF GEOTEXTILE • LOAMY SAND CAP
cAa`�� . PERFORATED LATERAL
GF�nSS COVE4 6 INCHES
CL�1�N SAND F��L . TOPSOIL � _
�.
nr.nx�Munn s�oP� -- � . -����� �- ,
3TOi
�` `— CLEAN ROCK 4"
� � TOPSOIL �� PLOWED OR 3�a TO ?_'/2 INCHES % SLOPE
D�SKED SUR�ACE ,, � �
`;;�.;.��', SUBSOIL • ,;�
, ;��y
CROSS SECT I 0 N A — A
' PIPE FROM
� PUMPING CHAMBER
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• I'VCHES I '� ���' � INCHES _
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�DIKE �-� 10 FEET�_pIK — '
MAX. E
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�.c c� .�'.�� �'�.S��G�..S�.�_.. �'
��'i.rf,o�ted La era ! � �� Perfaration Dril Ic:d � �orizor�tally
c.���L 4. c. �. C-�.-�:�. �c L� __'t C �c: �--- f
�<<�`���- �� �.�.�� �. ��-<<� infio Cap �ear Top
c`. c`" c c
� `3 '� t-- � At Least 12�� to Edge
�«. /� P 1 u s �, ti<<.
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��� D ra i n F i e l d Roc k��. �. � .��.�
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. �� .� � � � � � � � Perforations Located at
..�� �. Clea a Bottom of �ateral �
n S nd Layer
�
, �riginal Soii Properly Scarified ~
r
� Before Piacing Sand Layer
,
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� �-;t=Dt�:'CO�, ��:r-D!',� CR
l��!�TrR -i�IG�-iT & LOC;<,���LE EI .�LT�IC ��C:X--�. l�kC:�T�D �=`O�r ,� x 4 ,�nin)
PLI.�G'� OR l=i_ �"r�l�f�lC C^v�vt:;=Cl�lC�'��S --- - __ . ---- % � --/11_L Et .t=C,�I 1;Ir c:''t�i��f�►1=C:�T�lG�S t;'.lsC�
_�_._��. � INSlI3� �iC�X
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;�1l:�IHOI..E COV�I�. C!;^,l'��t_D 8� l_C':<<��"�� �,��-
-_4- — , s��i-����_F►„L��-r
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_�1 -- . , �. _ �_ �r���_ c�n..r.,� �,
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� � , . L�LC�N �I�AL�E
,..� _����� '
I � ..� � � __..j___;',� ��L FRG��� FO`r`�l�R SUP�LY
_ -----.----- _.__.._..__... __. -�`�� -���=� ��� � 'LOF'E F��G�JI
_.. .��__.Y i:'��:.�� �J1 :: ( IPC IS LAID ON /� U11�=0f�t�.�l 5
__..____._.- - - --- -- - - - k„ 1� {.-li!,;;' S-i UT(t�N UF �i�0 �UIL -t`tATi�:Ft�}T A�;EA
r;�� .' _ _ f-C� PRC�'ER CR�i�Ll�c'.K
SEALED TAt`K CUVE{�—�I �-- �F �'��� AT 7�PJK h�iUST Ci� I_01NER Tf�AN
:�' Ii�JION TO GET EL E\'-aTION FOR DRAiNBACK,
PLASTIC ROPE OR CHAIN �;� A �/4 INCH WEEP HOl_E MUST BE USED
WITH ANCHOR �'
al_ARM FLOAT 4N SEPARATE ! ��EEP HOLE
ELEC�{�iCAL CIRCUtT
� NOTES� ELECTRICAL WIRE FROM POWER SU('PLY
START LEVEL 'Z '� _ f�iUST NOT RUN OV�R �NY TANKS BUT
�'� MUST BE LAID BESIDE- OTHER TANKS
3"� `� AND MUST BE PLACED (N CONDUIT
� ALONG POST -
_SHUT-OFF LEVEL Q _ ELECTRICAL CORDS FROM PUMP AND
� FLOATS MUST BE RJN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
• PUMP CONTROL FLOAt , - -� � CONTACT.
" OOC� �
. - ,d ,�,
. �
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O •
METAL � �
COVER �
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CONCRETE �
�'
MA N HOLE � � ��
RING .
S F SECURIt�G NlANHOLE COVER TO PREVENT �
: .
METHOD �
�� . UNAUTHORIZED ENTRY
,
1 '
��
��
�i PLNC{L - �
- - � `� MARKS � �._�•.� -�'.`..�
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���.Y: �� ` .: . .•-y 1I 4 r���` _ .J.� �
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v
lNLET �}:�=�Y�,���.�=-`"�SCUM �_:�"- -_' t-� ., �; �7UTLET
' _�4 �� ��
e � `���O T ET LEVEL ���.�<: 1�� ;i . ��� � .
� :. '�'-s' - ' �'`f✓Fs< ��•. ��
, ,�. _ �� �
1. _ —'• — -- — _ _ ij �j �I:
_— SCUM CLEAR SPACE — J� ;; CLEAN OUT TAN�C WHEN�
�_ — . __ —-- �_ �-'-`= - 'A' I S 3" OH LESS OR
��� '— — — - °'� � "B" IS !2" OR LESS
- — — _ — - — �.` B
.
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� -— ---
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� DL� TIM E
CITY OF ORONO CALLED IN
INSPECTIf�N NOTICE ��b SCHEDULED /dL'/5 � 93 -y�/�7
PERMIT NO. cOMP�ETE '
ADDRESS � �
OWNER �� � CONTR.
TELEPHONE NO. ( 7��,,�/S�
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
�
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI PTIC IN � 22 FOLLOW-UP
� 10 PLUMBING FINAL 23 S
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