HomeMy WebLinkAbout1993-005297 - new septic system _ . ---T __ _ _ __. . _
PE1�.��IT
CITY OF ORONO � �' PERMIT TYPE:
2750 Kelley Parkway • P.O. Box 815 �r��W��i LF W�T�h
Permit Number:
Orono, Minnesota 55356-0815 �?;���:�'_�7
Date Issued:
(612) 473-7357 i 3�=�t;�'_�!'�:=:
SITE ADDRESS:
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DESCRIPTION:
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FEE SUMMARY: �;i�'i�I'T—;Ln���' ���6'
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CONTRACTOR: — ��.���. 3s:��-�t. — OWNER:
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APPLICANT/PERMITE IGNATURE ISSUED BY:SIGNATURE C�v
.. _ �
A.PPLICATION FOR SEPTIC SYSTEM PERMIT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, I�T 55323 .
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General Instructions:
1. You may aD Z for septic system permits by mail or in person at the
City offices. However, permits will not be mailed out and must be
picked up in person at the City offices.
2. Permits are not va].id 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 Instal.ler' 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 incl.ude 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 wi3.1 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
verify that all pump station (where required) components are
functional and comp ly with codes.
7. Individual holding MPCA Instal.ler Certificate shall be present during
installation. 24-hour notice is required for all inspections.
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JOB SITE ADDRESS: �a�o c-�,, �� �
Occupancy Type: Residential � Commercial Other
Owner' s Name: �rP A /� ' a �i C: h Phone:
Mailing Address:�p �f s� /(�� b City: ('�d ZiP=
Septic Contractor' s Name: �u cx n e ���C �r c9�� Bus. Phone: �aa-7 6a'
Mailing Address: ��6 7� �4 ry,trclJo �;,� �K City: « � o:.t Zip: `" /
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>EPTIC SYSTEM PERMIT APPLICATON - PAGE 2
Permit Type � Fees (check one)
�ew Construction, Full System $100. 00 . . . . . . : . : : : : : .
Repair or Replace Existing System $50. 00. . . . . .
�0.50 State surchar�e added to above permit fees
SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES
DO NOT MAIL PAYi�NT WITH THIS APPLICATION
t�t�t�t�tfir�rtit�tftir�rit*�tirftt*�t�t*�r�*�t*�t*�t***�t�f*�t�r�tdt�t�t�r�t��tt�tt�tir�t�t*�t**�tt**�*��t�t�tff�t
:dOTE: Applicant must initial alI spaces. Fill in al.l appropriate blanks,
check all appropriate boxes. _
Initial
s' Z. I have received a copy of the system design including the
City of Orono Septic System Approval Cover Sheet.
Q . s 2. I will b� e�nstalling the following:
A. Tanks: V Precast Concrete Other Manufacturer
/�oo
S�o 0
Tank Capacities : 1) 'a'�gal.. 2-) a0 gal. 3 ) ��? gal.
B. Pump Station (if required)
Pump make & model �J [� S (attach pump curve &
Iiterature) ; system design requires gpm at feet
of head. High water alarm make & model S; • �
Outside electrical work to be completed by _installer
electrician other Inside electrical work
must be completed by electrician.
C. Treatment System: � � �p �' �
Trenches: s.f. V rlound
Depth of rock below pipe " Rock bed dimensions� 'xy�'
Drop Boxes - Sand bed dimensions�'x o0'
Distribution Box Pressure Dist. Pipe Diam.1,�"
Manifold Pipe Diam. ,��► "
D. Final Cover/Topsoil to be: borrowed from site
(show location on site plan)
�trucked in
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mhe undersigned hereby applies to the City of Orono for issuance of a
septic system installation permit, agrees to do all work in strict
accordance with the ordinances of the City and the regulations of the State
of Minnesota, and certifies that al.l statements made on this application
are comp lete, true and correct. � �
Si ature of A licant: Date: .� �
� PP
_dPCA Certification No. : � / s� � �
. • i
� 4
OF ORONO Permit �
����jy�
�?� �,�• `'� � gTEM APPROVAL Fee $
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, ��d - t yY,. :iw
? r �, �=-� '- Eatered By
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The General Contractor will be given a copy of this report and is
responsible for its distribution to all sub-contractors. SEPTIC SYSTEM
DESIGN IS NOT CONSIDERED AS APPROVED IINLESS THIS SHEET IS ATTACHED.
�� � /' �I 1 ( -3�_ '
I�OC,�TI ON: � �� ��'' -� l �'�, � c
PHONE:
(',F.NF.RAT CONTRACTOR:
SEPTIC CONTRACTOR: P$��� �'—
OWNER: ( l � ,' /'�' „ �- PHONE:
]� APPROVED
� CONDITIONALLY APPROVED: {Note Changes Below)
cor�NTs:�»�r�'",' l�3 '�/�� !��� �/.����-ca j��ir�
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appro a3. of theAln pector (473 7357)S Call forp'pinspe tions 24 hoursPinsadvance ave prior
NOTICB TO GSHSRAL CONTRACTORS: Primary and al.ternate drainfield sites MIIST be protected
prior to and after system installation to avoid compaction of the natural soil-
AL;, �gA127gIgLD ARF.23S HIIST BS FS!a� OFF prior to buildina site excavation and fencing must
remain in place until final site grading. Approval to pour footinqs will not be granted
until the Inspections Department has verified that primary and alternate sites are
adequatQly protected.
PO VSHICDLAR TRAFFIC OF AHY 1CIND (cars, trucks, trae h moving equipment, etc.) is allowed
within 20' of tested drainfield sites either before or after system construction. This
applies to the lot you are working on and all adjacent lots. You could be held liable for
damaging sites on neighboring lots.
V$HICIILAR TRAFFIC CAN CAIISS SOIZ COHPACTIOH, RBADBRIPG DRAINFIBLD SITES IIN eS�B{R:
Evidence of traffic on drainfield sites may be cause for revocation of buildinq p
Damaged alternate sites must be replaced before a Certificate of Occupancy wi13. be issued.
�
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� l /, �� �- � -
Date Approved � - By C�:ty of'Orono
� �I � .
��P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
April 4 , 1992
Greg Malik
3060 Co.Rd.#6
North Parcel, Lot 1
Orono, Henn. Co. , MN
This On-Site Sewage Treatment Sysi:er�l is Designed for a Type 1, �`ive.
(Design sliows 5BR for Sub-Div) bedroom Yi�me in accord�iic� witti tY�e
Minnesota Pollution Control Agency CYiapt�i 7Q80 and local ordir.aiices.
The soils on this site are SCS soils mapped - L+B - LeSueui loar►�.
A seasonally high water table was located at 12" to 22" deep,
(mottled soil) . Due to the �easonally tiic�h ��ater table, a
Pressurized Mound System will neec� to be installed. The bc�ttorn
of the rock bed must be located at least 3 ' above the seasonally
high water table. �
The soils at a depth of 12" have a percolati�n rate �veraging 10. 4
min/inch and are adequate for treatincJ septic effluent.
A pumping chamber will need to be installed to lift the efflLient to the
treatment area.
The manifold and supply line pipe must liave 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 10'0 ' away from the
proposed treatment area.
CONT' D
. • . .
� � . �
� Greg Malik
3060 Co.Rd. #6
North Parcel
Orono
(21 .
Keep all Yieavy 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 t.o 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. Additives. must not be used,
they may cause harmful damage to your septic system. Recommend
to pump your tank every year if you have 1 tank & �every 2 years
if there are 2 tanks.
�� — � .
�Steven B. Schirmers�,
SBS/ds
; .
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„ , �ERT,r oF: �vr,� N, ����
�('6v►�*2.: Sp t ��.- �� �o" � �Percolation Tests Scafe� 1- sp
ea«�oo� -ru�-r- �.v ' �co��-- x5oil Bofu�gs 3oce , c.owp*"L tau��'a���_��..
��o,��c G L- 8�3 7 ��Bench Mark a�or�o M � - N��.a� - C o •
�s.�, "1„ S2���c ,�+ 30"5�,a -�,g� Note� This systan is to be conshucted to meet ,
' Eqs� o� �+�e+4l�G �' Nc��� �¢oauo the Mnnesoto Poliutfon Contrd Agenhr S-P TEST/N�'i /NG
�L.- �oo.o Chapter 7080 & Local. Ordinance . �� BY: !)�� t� �
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� Note : Check all underground utilities nate��/�/�?t PH.612-497-3566
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SET- BACKS •
HOUSE • System must be� . �
� . • . Tank.�4� from property lines X S�-��b� c��} -���- w��'�� .
�.!��'-s:� S s'' �� from wel!s ,
oN vg�o� . 3 from b.dgs. � '
, �' �� . • - Treotment area =�fran lokes�, _� sireoms
� NOTE�Power supply and switches must be bcoted in o
_ , Treatment oreo .�.��from property lines w�ther proof encbwre outside the pumping chamber and manhole •
� MA�NI{�c.ES •„�n ��" • ��frOm wE'IS
. � � (iAGCF+t� �Q�from bldgs.
� �— -i 1sL from trees 4 S{)IL BORING EI.EVATIONS
� � i � r _�.. 4 1� �f
,�min. ' ' . � TH�I El..-_b3.:3 �i-1'�(� -'�a.�d
, . a ,� . _ .
� �. ,_ d�a.s � f _ grode.�'/o TH�2�L. .�'S.�Z
Tank � ' •
Tonk '� ^ y0 TH.'3 EL:�
Drop to Tank � "I �2ESSURE DISTRIBlJTION MOUND SYSTEN� TH,"4 EL-.����
LEf�\'C�r"� Wl A�-►\'F�tO .
. � Min. I��to 8� �Pumping TH.`5 EL-�3
Max.i'to4� '�' ��P �,U�s SH�Aw�uJ � - ELNATIOv ot PROPOSED PUMPlNG
'C� C��emher . CHAMBER-����o , �`^'� ��.D
4'�to 6��dio.pipe _
SYSTEM DESIGN -MOUND ' ��� • 1-�o�asc s L�}B -8q.�
TYPE-�, � BEDROOM , Ave'rcge percolafion rate �• min./inch (desgn.83sq.ft treotment area per gal. of doify sewage flaw)
. �ga./doy x.83sq.ft�gal.�3 sq.ft.of heatme� orea ♦10% =�Y�sq.ft. �= tOft.width=So�ft.lenglh of bed areo+side slope run�to 1 x��heighd= 4� ft.x��Q.ft.lovm•oreo needed)
� peon rock needed- �sq.ft.trectrnent orea x •L��depth cf rodc�cu.ft=27=��cu.yds,(3/4��to 21/��d�a. ,indudes 2��of rxk above p'�pe)
Go��rs� Cleon sond fill befow rock needed�SaQ cu.yds. approx. , sondy bom bock fil! a-f a.yds.cpprox., topsoil 6��Z`�cu.yd. A��, s'A�',o' u�:� - 1. � •
W Aslttco (Y�S1�ClM�L-LQ "'�O i��O �.c .e 'C� �T oQSo��Fo� ..1���L,a�q����.�g.3�����`-
Number of 1onk5 required�, Ist fonk.L��4ot. ,2ndtar,kL[?�4gol.rttinr*�r�s P��s Pu►�+�P�►�v. ����Y►��,c Q- . •
Pumping chamber capacity- 25'/0 of doily sewoge fbw of 1�Q ge!.=.t��iqol.+�eserve staoge of 15 0 yr��/B���gol.+pipe ba�c dronoge— pROPERTY OF��'���, �''1�� `�
of�_got./IOOlin.ft.of.y�dia.s�PdY Pipe, lin.ft.needed � , �_gal.�maruiold.lS�gd./�001'mftof3Mdia.pipe,In.ftneeded�. � � gol. ��t o ta ¢o� �o'R-� r�. c�-L ti-°'f-1
fofa) CapoCity needed.°1�Zgal.(P�us area for rump) us� r►•r�. � O ose,l.ca�p. � C7i=o�D M 9.a . 1-1��� . G�o ,
- - ' Distribution pipe��da. �1�..�n.ft, ��dio. perforotions�4�Mopart
Pump s¢e�1.Z_hp. (P�Pa� �Pacity J92 gat.4 cydes/doy) ����� 1 ' N E,a�- �e���s �9��1���3 2 _ � n.—_
�'- S—P TEST�NG /I�IC.
, Note� When construc�ing bed - � this oreo shoutd be shoped Note= Distonce from treotment oreo �o ne+ghbor�ng we!Is— � pes�gned By�1�^�'- � = �� y '? '�'�'
�' to divert run-off from entering treotment oreo. .�'[L�AT � --��3� 1 n o ' � Dote�.�/3./�a� PH, 612-497-3566
. 1VlUUl�U UL�ylilV VVUKIt`�'!-y�lsl
� � � � ' (For Flows up to 1200 gpd)
---
A. �,QW Epimaed Sewqe Plow�in Osllant pa d�y
Estimated��gpd (see pages D-7 or I-3,4,5) ��
or measured gpd x 1.5 = — „�,,,� 'yP°� '�'°°" '�'P°"' �'�'P°
v
B. SEPTTC TANK LI UID VOLUMES 3 'so '°° 2'" �
Q 4 600 373 236 NM
�-��5� a- � - �o o� gallons (see pages C-3 or C-5) 6 9 o su n �•��
� toso �oo a�o
a �zoo b�s �oe ��.
C. SOILS (refer to site evaluation) .
1. Depth to restricting layer = L�to a�'� inches � ''"'`"'`�''""`�'"''""'
2. Depth of percolation tests = I a inches N��..�r M�u�" �aeb����
near�. ��r .•*w d�
3. PercolaHon rate 1 a.t-J mpi :;� ;� "ss
4. Land slope s % a - :- `�'` —'�10 ��
c 4S°�v 'F�-a-S' F� s rC'��� ,.e«9 xo�o`
� erer 9 •
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 = . ,
2�o gpd x 0.83 sq. ft./gPd = �. �,_�,sq. ft.-�- �o�o- ���t�
2. Select width of rock layer (10 feet or less) = I o ft.
3. Length of rock layer = Area+Width =
��y`sq. ft. + ��ft. _ �r S%ft. � Rock Bed
!•t•t•t•t•l•t•J•t•t•l•f•t•t•I
1'�•ti•ti•ti•�ti ti•ti•L•ti•�•t•1•t. .
.}•f•�•r•I•I•f•� /.t•�.t.t•t•l
� 1�.�•ti•ti•ti•ti•ti•ti•�•ti•tiH•ti•ti•1• d1f1 5��E�.
�t•�/•r�d�f�r�t•t!•f•f•1•t�t�t �
♦•ti•ti•1�ti�ti•�•�•�•'ti•ti•ti•�•ti•ti•
E. ROCK VOLUME � •f•�_r•r•r r•r•f•r•f•r•r
Length
1. Multiply rock area by rock depth to get cubic feet of rock; .
�Sf4 sq. �ft. x /•vsft. _ .,�j�cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
Z cu. f t. +27= a'cu. yd. . �
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
a�,cu. yd. x 1.4 ton/cu. yd. = 3� tons.
F. ADSORPTION WIDTH ��A�r Lo'4'"�
1. Percolation rate in top 12 in�hes of soil is la•y mpi Ab�orptton Width Sisins 7bble
i'«col.Non Rn cdbm A.tto or
2. Select allowable soil loading rate f rom table on page E-; M�h MPI) s°"'�x1pe ''"""'"" A����widlh
. 4.� gpd/f[_ +mu�e roa w Rock l.ya
Wid�A
3. Calculate adsorption width ratio by dividing rock layer P•��.•�•�►o.�• c�se�e ..-. -
o.iws s.�a t.to l.00
loading rate of.1.20 gpd/ft�by allowable soil loading rate; o.�bs•• �s.�•• o.�o :.no
1.20 d/ft2+ � 2_ 6�o�s s�ney uwn o.�9 �.s2
8P ��BPd�ft ' �,�� �6�a�o � o.�o :.��o
J 1 to 43 Sik Lam 030 2.�0
Check this value on page E-16. -�a m �'"�.�°'^- � s�u
4. Multiply adsorption width ratio by rock layer width to get s��� c�.y ..... -�•-
required adsorpHon width;
��x_�ft = �..�ft
,
'�Cr; DOWNSLOPE DIKE W1DTH
1. If landslope is 3°Io or more, subtract rock layer width from
adsorpHon width to obtain minimum downslope dike toe for
absorption:
� �
�'Z ft- 1 O ft =___�_'�feet �
2. Calculate minimum mour►d s�ze based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Sep+aration i,.,_feet
b. Muldply rock layer width by landslope to determine drop ,��„_, ,,,
in elevation;Slope Difference ` ��+�...
��x_�qo+ 100 =_�feet ��+-i-
c. Add depth of clean sand depth of clean sand for �� ��«.�:..�.
separation at upslope edge (2a) to depth of rock layer to :�� ��`
rock depth and the depth of cover to find the total mound ��"'`�
height at upslope edge of rock layer;
I.�ft + 1 ft + 1 ft = z_..►S feet
d. Enter table on page bottom with landslope and upslope
dike ratio. Select dike multiplier of :� .3� . F�,��� �xQ��.�,o.,�__�g�.
e. Multiply dike multiplier by upslope mound height . �,�a,�ne� 3.s x 303 = i ! `
to get upslope dike width: ��x�3� = t� feet ,
f. Add the depth of slope difference(2b) to the upslope -�°'�`�'-� s'-�P� y .3 xs:��_ aS
height to get the downslope height ,
3.S +_�=4.o feet
g. Enter table on page bottom with landslope and
;- _.
downslope dike ratio.
Select dike multiplier of S• v . �
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: 4. � x s.� - a�o feet
i. Compare the values of step G.1 and Step G.2.h. Select the . �
greater of the two values as the downslope dike width; .
a o feet � :.ti:��....,..;...:�:�:. .•;:.ti::s�; s . ; . ...
ti1.:,�: :;,:,;: ;,� j:;:;::••:�:.:.
• `•.;•S . ti.. �. • 5•:{•.{•.::;::� i.�:.,l:.ti�::•:;�:��
j. Total mound width is the sum of upslope dike �e�a w��;'��...'"ti��f����w�Sw-� ;:ti:::
... ,�,,;,,;,,;,,;,,;;��fi::t:;i:;;:;t:!{:;t:{wt:f?e!:.r;a{:'d`'!:
width plus rock layer width plus downslope :�=:•��j� r•s�•�;�•
dike width; ::: a :��
ft + ft ��r::::::::��:�•• :r.::.::.:..:::::::::::.:�::::���
�_ft +�� � � _ ��.feet u�iaa�oii�v��a�;_.1�''":�:;:::;:::;::;�:;;.::uwi�ou�wbwJ.3..
k. Total mound length is the sum of upslope `�• ``" '•`•:•�::� �:���:°'•'`:�';:
::r �:s; '���:'tsi�'i;r;aii;"�.a;L
dike width plus rock layer length plus �'.��' : � :• •• �� '`'''
'L:.�l��t:�:�l�st�2�l:�t.%. �f.til�t�
;�:• �'���.{•.�.{.,{.,t�.,;�,��,ti.,t:;;.,S.,{.,
�'S�'•ti•' •t�� :.t: :tilj�'�:;�ti�it�:;�;:�� ��tit S l
upslope dike width; •.S:.j:::::::: :;;.;'•:;;�;'::::;r��'`
1 a. ft +�ft +_�_ft= 9 a feet �_�_Ta.I Ln+gU,��
a � -,- � -,- a. � io � �o
kt 1:1 5�.~Ima� k1 7:1 31 {:1 S:1 � 6:1 7:1 �:1
1i�bpe
0 3A 1.0 S.0 [O 7.0 3.0 �.0 S.0 6.0• 7.0 !A
1 �A1 �.17 5.76 6:� 7S3 2.91 3.65 �.76 5.66 6.51 7./1
2 �.11 �.35 S.S6 6.Q l.1� 2.p 3.70 1.51 5.]6 111 6.90
� 330 4.5� S.N 7.72 /.!6 175 3.57 1.35 S.Os 5.79 i.lS
� �A1 �.76 i.75 7.l9 9.7t 2.6s 3.1� I.V �.M 5.16 6.06
S 3S7 �,S.OD� .__ .6.67 . . d57 ._ 1Q77_ 3.61 (J.7J_..% �.00 �.62 5.19 5.71
+ a .-----3.6d ._.. 5.�6 7.1{ 9.J! 1t07 2S1 !.?3 3.55 • IA1 1.9� S.�l
7 �.AO S.Si �.69 fOJ1 1J.7I 2.41 3,12 �.70 �.�3 1.70 b.l�
! 7.95 S.ed �,71 I1S1 IS.91 2.12 3.03 3S7 1.� 1.�9 1.!!
1 �.11 67S 9.09 13.0/ 10.92 l.36 2.9� 3.15 3.90 1.30 �.b6 "t
10 129 6.67 t0A 15.00 7333 I.31 2.l6 3.JJ �.75 1.12 I.N '
Il �,/t 7.14 11.11 1�.65 30.1� I.26 2.� 3.2i 3.61 I.9S �.26
12 4d9 7.69 lISO 21A3 �3.75 2.i1 2.70 9.12 iN �.p I.OS
�y,}vIP SL-LECTI(?Iv PR�=r�i. L'R1;
A. Determine pump capaci:y:
� ' E?:0 PERFCR.�'!GN Of .l P�i7f0�i.iiCD I.A'i.RG�
Gravity Distribution
1. Minimum sugsested is 6G0 galions per hour(1G�;pm) to stay ancaa or � y�` ��--�������W�
water usc:ate. � " �``��e;
f;' TaDwd �'`v: +
t:.;� {
2. Maximum su�csted for delivery to a drop box o�a r:,-.,e systc^.�is 2,7C0 �•r� • '• ',aY«��c�o.•�,�� r,;eriC�,� �-
gallons per hour(45 gpm) to prevent buil.'.-up oF�ressurc;n dr��box. • ��a*.s��a��ti°• `�Y^'��•.^'';�;��^-�°•M�°
. . �.�� ...� rof�n
.:.-:.-_----•.•�!._. '�
' • ",�i..�"Ti!^��ii�-'-- ^.�_. -.. ,��nin� �rdb� IbnNnia��7
�^:1�� .-.T.` ` , il..I:OD Vror 'oD
Pressure Distribution `�� , � ��(--�-�_�, �.,,�, ,z•„ c�,S
.:.`,,•�.;,
3. a. Sclect numbcr of perforatcd laterals "3 �,:-' .__a.^_x�,�`�: _ ,.�:::::; °"'��`�°�•'
b. Scicct perforaHon spacin�_ �, ft. . •�-'..•,.°���^*�°'°'•� °'
C,ren Sond Loyer ����um e� L��.rai
c. Subtract 2 ft. from thc rock laycr icnr�th. • �
.�-�-2 ft.=5�1,2.,ft. ' �.�__-..�-----------..----..
a laycncagt �-G��C���i SOiI i'�ierly S��nti�d
B�!arr NiacmQ;cn�lcys�
d. Dctcrminc thc numbcr of spaces bctwcen perfora;iu�is.
Length perf.spacing=�i _ft.+�ft.=3_spaccs ;,��;,,�;;�:,�;<roa,�;.o:v��:�c:��ncc�::;�ci�r:.
e, a�„_spaces+1 =�._perforations/latcral �,
' f. Multiply perforations per la;cral by n::r,-;,�r of latcr.�15 to :+c.�d Pcriontiondiair�...riinc�csl _
get total numbcr of perforations. �/ I �/ ^�
n � �
X �...3__ = L�perforations.
��sra�s pensi:.��ni ; �,:G 0.7a
,� � ?_5 � O.G9 � 0.°0
g, � X�'_.=-�1SPm•�/3� v�A� �.rn� a.�n � i.��ti
�n. �pm�pen � '..5 � O.Q9 ` L17
:t.0 ! 0�•� I 1.23
SELECTED PLTMP CAPACITY��g�m I .±.r. � ;.�3 �.°''
5.0 L�. � t .
�
B.Determine head requirements: ,i;ae 1.0�uot of hcad:cr reside�tia:sv;tc:^s,
1. ElevaHon difference bet�veen pump and paint of discnarge. ;L:��.a.,�.•c o�r�.�����o��c-r5r-�.�<�-n,p�!s
� feet `
2. If pumping to a pressure distribution system,add fiv�.fect for�:essure
required at manifold
�feet
Pipc Lc-,;.h
3. Friction loss r- - ' �
a. Enter friction loss table with��m and pipe dian�crcr. �'��n'��f D���rs�
Read friction loss in feet per IOi) fcct from tabi�. I
F.L. _ �• U ft./100 ft of pip� E�c�ation DilCcrcn�c I
b. Determine total pipe length from pump to dischar�c � �P:,n:a 1 `6l
point. Add�percent to pipe lenytl�for fittin�
loss,or use a fittin�loss chart. Equivalc��t pipr F-l8b
length-1.25 rimes pipe length= t.s�r,�h 2.0�n�n 3.0 inch
�_X 1.� =�_f l`Ct �Fm Frir.ion l�s per 106 ft of pipe
c. Calculate total friction loss by multiplying i ;t'i 0.69 0.20
friction loss in ft/100 ft by equivalcnt pipe lcnsth. ' t� 0.�6 �."''
Total friction loss= a. � x S t� +100= � feet t�t i.:8 O.�R
16 1.63 0.48
4. Total head required is the sum of��lcvation diffcrcncc, ;;; 2.03 0.6�
special head requirements,and total frictio�i loss. z0 2.47 0.73 0.11
25 3.73 i.lt b.16
(o + S� + I 30 5.23 1.55 0.23
35 7.9;� 2,06 0.:�0
(1) (2) (3C) � -�40-- - ]1.G7� --.-2.64 0.39
I 45 � 14.73 3�8 0�3
TOTAL HEAD ��_feet 50 ! 3.99 0.53
� 5; 4.76 0.:.:,
� 60 I �.60 O.S�
:. Pump selection �
1. A pump must be s�lected to deliver at least��gpm (Step �)
with at least 1.�feet of toEal head (Step B).
. 1� 1 J
-C�RTIFZCATION � 00627 Logs of Soil Borin�s�
Location or Project���g Malik, 3060 Co.Rd.#6,North Parcel , Orono
Borings made by S-P Testinq, Inc. Steve Schirmers _ Date 3-31-92
C1asSifiction System: AASHU ; USDA-SCS X ; Unitied ; Other
Auger used (check two) : Ilana X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in • in
feet Surface elevation 83 .3 feet Surface elevation 85.2
0 - 0 - ---
Topsoil dark brown Topsoil dark brown
loam 0 - 10" loam
1 0 - 1' 4" 1 - Gray brown loam
Gray brown Toam 10" - 1-1/2' -MOTTLING
1' 4" - 1' 10"-MOTTLING Rusty gray brown loam
2 - Rusty �i � lA�� - 2 ' 4" �C�a �'o°a 2 ' 1-1/2 � _ 2 � 2��
3 _ Rusty olive brown 3 _ RustClaliloamrown
clay loam y
2 � 2° _ 3 � 8"
2 ' 4" - 3 ' 10"
4 - Rusty 3 ' 10" - 4 ' 4"s�'}�ve l�a n 4 - Rusty olive brown
loam
Rusty olive brown
5 - 4 � 4�� _ 5 � loam 5 _ 3 � 8,� _ 5 ,
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 � feet.
Standing water table: Standing water table:
present at 2 ' S" feet of depth, present at 2� 3�� feet of depth,
21 hours •after boring. 21 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 ' 10" feet of depth. Observed at 1-1�2 � feet of depth.
Not present in hole Not present in hole
Comments : Comments :
'L•ocation or Project��eq Malik, 3060 Co.Rd.#6 ,North Parcel , Orono
Borinys made by �-p TestinQ, Inc. Steve Schirmers Date 3-31-92
Classifiction Sy:;tem: AASFIU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : tland X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 83.3 feet Surface elevation 72'2
0 - ��--- — 0 - _._._- ----
Topsoil dark brown Topsoil dark brown
loam loam
1 _ 0 - 1'-MOTTLING 1 _ 0 - 1'
Rusty gray brown loam sand r��amr4wn- 1 ' 4"-MOTTLING
1' - 1 ' 8"
Rusty olive gray
2 - 2 _ sandy loam
1 ' 4" - 2 ' 4"
Rusty olive brown
clay loam Rusty olive gray
3 - 3 _ sandy2 , 4„ _ 3 � 2,� clay loam
. Rusty olive gray sandy loam
1' 8" - 4 '
3 ' 2" - 3 ' 10"
4 Rusty , , ,� 1}�e l�r�wn 4 ' Rusty olive gray loam
4 - 4 4 �Si o m 3 ' 10" - 4-1/2 '
Rusty olive .brown Rusty gray silty loam
loam
5 _ 4 � 4�� _ 5 � 5 - 4-1/2 ' - 5 '
�
6 - 6 _ �
7 - � _
8 - 8 -
End of boring at 5 ' feet. End of boring at 5 � fe�t.
Standing water table: Standing water table:
present at 3 � 1�� feet of depth, present at 4 ' 7" feet of depth,
21 hours •after boring . 21 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 � feet of depth. Observed at 1 ' 4" feet of depth.
Not present in hole ' Not present in hole .
Comments : Comments :
.EERTI•FICATION # 00627 Logs of Soil Borin�cs_
Location or Project Greg Malik,3060 Co.Rd.#6 ,North Parcel , Orono
norings made by S-P Testinq, Inc. Steve Schirmers _ Date 3-31-92
Clas�ifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : lIand X , or Power , Flight , or Bucket X
Depth, IIoring number 5 Depth, Boring number 6
in in
feet Surface elevation 75.3� feet Surface elevation 72:8
0 - 0 -
Topsoil dark brown Topsoil dark brown
loam 0 - 10" loam
1 - � 1� 1 -
Gray brown loam Gray brown loam
1' - 1-1/2' -MOTTLING 10" - 1 ' 8"-MOTTLING
Rusty gray brown loam
2 - 1-1/2' - 2 ' 2" 2 - Rusty 1 ' 8" - 2 ' 2" g�$�mbrown
3 _ Rusty olive gray 3 _ RustyclaiVloamown
clay loam y
strong �
4 - 4 - ' 2 � 2" _ 4 � 2"
2' 2" - 4-1/2 ' Rusty olive brown loam
Rusty gray silty loam
4-1/2 ' - 5 ' 4 ' 2" - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 - ,
End of boring at 5 ' f�eet. End of boring at 5 ' feet.
Standing water table: Standing water table:
p 2 � 1�� p present at 1� 9�� feet of depth,
resent at feet of de th,
21 hours �after boring. 21 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1'1�2�feet of depth. Observed at 1' 8" feet of depth.
Not present in hole . Not present in hole .
Comments: Comments :
' ' CERT. #00627
. P�RCOLATION TEST DATA SHEET
S-P Testing, INc. 4-1-92 11:55 ``'"'-�
Percolation test readings made by u� starting a� p.m.
3060 Co.Rd. #6 ,North Parc;el 1 `'�"`' 3-31-92
Test hole location , Hule number , Date hole was prcpare��
Depth of hole bottom 12 inches,Diameter of holP 6 inches
Soi)data from test hole:
Depth,inches Suil texture
0 - 12" Topsoil dark brown loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
3-31-92 2:30pm 1a
Date and hour of initial water filling .Depth oi'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 Automatie s'j,phon
_..._ ,Maximum watcr depth abc�ve liole bottom durinb tes� 6 inches
Time Percolation
Time interval, Mcasurement, Urop in water rate, Rcmarks
minutes inches Icvel,inches minutes per
inch
, ' 11 • 43 refill 6
11: 55 12: 25 " 3-1/2 8. 6 30 min
12: 36 1: 06 " 3-3/8 8.9 " "
1:07 1: 37 " 3-5 16 9 .1 " "
Percolation rate = 8 •9 minutes per inch.
• �ERT.#00627 �
PERCOLATION TEST DATA SHEET
, �- a.m. �`
Percolation test readings made by S—p TE+�t-i nq, Tnr. on • 4-1-92 starting ar 11 :56 �.m.��J
„w��i
Test hule location 3 0 6 0 Co.Rd. #6,North ParH.r��umber 2 , Date hole was prepare��3—31-9 2
Depth of hole bottom 12 inches, Diameter of hole 6 inches
� Soil data from test hole:
I
' Depth,inches Soil texture
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown loam
Method of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
3-31-92 2 : 30pm 12
Date and hour of initial water t"illin,� ,Uepth of initial watcr filling inches Above holc botrom
Methocl used to maintain at least 12 inches of water depth in hole for at Ieast 4 hours AutomatlC Siphon
,Maximum watcr depth abovc holc bottom during tes� 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
• 11: 43 prefill 6
11:56 12: 26 " 3-1/2 8 .6 30 min
12 :35 1: 05 " 3-3/8 8.9 ` " "
1: 08 1: 38 " 3-3/8 8.9 " "
Percolation rate = 8 • 8 minutes per inch.
� � CERT.#00627
P,ERCOI,ATION TEST DATA SIiEET
S-P Testinq, Inc. 4-1-92 11: 57 �-`���n`
Pcrcolation test readings made by on starting a� p:m.
«A���
3060 Co.Rd.#6,North Par 1 3 3-31-92
Test hole localio� , Ffio�fe numtx:r , Date hole was prcparcd
Dcpth uf holc bottom 12 inches,Diumetcr of hole 6 inches
Soil data I'mm test hole:
Depth, inchcs Suii textun:
0 - 12" Topsoil dark brown loam
Method of scratching sidewall Kni f e � �
2
Depth of gravel in bottom of hole inches
Date and hour of initial water fillinQ 3-31-9 2 2�3(�r�7. � 12
� , ept o �uitial water filliq�inches above hole lwttom
Method used to maintain at least 12 inches of v►�ater dr��th in hole for at least 4 hours AutOmatlC s 1phOn
6
,Maximum water depth above holc bottom during test inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches levcl,inches minutes per
inch
• 11: 43 prefill 6
11 :57 12 : 27 " 3-7/16 8.7 30 min
12: 34 1:04 " 3-1/4 9. 2 " "
1:09 1: 39 " 3-1/8 9 .6 " "
Percolation rate = q - � minutes per inch.
. - r
. • �
"CERT'.#00627 S
. .J
PERCOLATION TEST DATA SHEET
Percolation test readin s made b S—P Testing, INC. 4-1-92 � ���•�= �
B Y on starting a► 11 : 5 8 ��:�ii. .
3060 Co.Rd. #6,North Parcel � 4 "�'"' � �
Test hole locatio� 3-31-9 2 �
,Hole number , Uate hole was rc arcd
D�: th of hole bou��►n 12 �
p inches,Diameter of hole 6 i n c h e s
Soil data from test hulc: �
Depth, inches Suil texture ,
1
0 - 12" Topsoil dark brown loam
i
i
�
Methoci of scratching sidewall Knif e �
Depth of gravel in bottom of hole 2 inches
� 3-31-92 2 : 30pm 12
Date and hour of initial water filling ,Depth ol'initial water filling inches above hole bottom
Method used to maintain at Ieast 12 inchcs of water depth in hc�le for at least 4 hours_ ALtomat i� i phon
,Maximum watcr depth abuve hule buttom during tes� 6 in�hcs '
Time Pera�lation
Time interval, h1easurement. Drop in water rate, Remarks
minutes inches levcl,inches minutes per �
inch
. �
' 11:43 refill 6
11:58 12: 28 " 5-7/16 5 . 5 30 min
12• 33 1:03 " 5-1 4 5. '7 �� �� .
1 •10 1-40 " 5-1 8 5. 9 �� ��
Percolation rate = 5-7 ►„inutes per inch.
'CERT.#00627 �
. P�ERCOI.ATION TEST DATA SHEET
�. _.
�`1'�p;;.
Nercolation test readings made by S—P TP_R t'7 1'1�' 7 N�_ �n 4-1—9 2 starting a� 1 1 :5 9 p,���,
IJwrl
Test hule location 3 0 6 0 Co.Rd.#6 ,Nor th Par���number 5 , Date hole was prepare�� 3—31—9 2
Depth of hole bottom 12 inches,Diumeter of hole 6 inches
Soil data from test hole:
Ucpth, inchcs Suil tcxturc
0 — 12" Topsoil dark brown loam �
Method of scratchinb sidewall Knif e
Depth of gravel in bottom of hole 2 inches
3-31-92 2: 30pm 12
Date and hour of initial water�Ilins , Depth of initial water tilling inches above holc bc�nom
Method used to maintain at least 12 inches of water Jepth in hole for at least 4 hours Automatie s iphon
,h9aximum water depth above hole bottom during tes� 6 inches
Time Percolation
Time interval, Measuremcnt, Urup in water rate, Rcmarks
minutes inches I�vel,inches minutes per
inch
• 11: 43 prefill 6
11: 59 12 : 29 " 2-7/8 10.4 30 min
12: 32 1 :02 " 2-3/4 10 .9 " "
1: 11 1: 41 "� 2-3/4 10 .9 " "
Percolation rate = 1�•� minutes per inch.
. I
. . . , I
. � . `
CERT.#00627 �
. .J
PERCOLATION 1 EST UATA SHEET
a.m.
Perculation tesl readings made by S—p mP G t ing, T n t�_ pn 4-1 �,9 2 starting a� 1 �� �� �,p.m'i
Test hole IocatiorL3 0 6 0 Co.Rd. #6 ,North Par�e numbr.r 6 ,Uate hole was prepare�� 3—31—9 2 �
Uepth ol'hole botlom 12 inches, Uiameter of hule 6 inches
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Soil data from test hole:
Ik th,inches . Suil textw�e ;
p . 1
0 — 10" Topsoil dark brown loam .
10" — 12" • Gray brown loam +
Methal of scratching sidewall Kn i f e '
Depth of gravel in bottom of hole 2 inrhes '
3-31-92 2 : 30pm 12
Date and hour of initial water filline ,Depth e►f initial water tillinb inches atwve hole bott��m
Method used to maintain at least 12 inches of water depth in hole for at least 4 huurs Automat ie s iphon
,Maximum water dcpth abuve hule bc�ttom during tes� 6 inches
Time Percolation
Time intervul, Measurement, Drop in water rate, Remarks ,
minutes inches level,inches minutes per
inch .
• 11: 43 prefill 6
12:00 12: 30 " 1-9/16 19 . 2 30 min
12:31 1:01 " " �� �� �� �
1: 12 1: 4 2 " �� �� ° ��
Percol�tion rate = 19 • 2 minutes per inch.
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CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �
PERMIT NO. ��`l� COMPLE o �'
ADDRESS ►
OWNER CONTR. �,.�
TELEPHONE NO.
� DESCRIPTION ��7�
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q OS FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
v 07 DEMO—FINAL 27 EPTI . 21 COMPLAINT
= 09 PLUMBING RI 5 SEPTIC INST . 22 FOLLOW-UP
J 10 PLUMBING FINAL L
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0 BEFORECONERING PERMANENT
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�NSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
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Inspector.
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ATE TIME
CITY OF ORONO CALLED IN � �
INSPECTIAN NOTICE SCHEDULED �- i 3 %'�
PERMIT NO.�i�� � � COMPLETED �
ADDRESS -�L'��� � �t ����- �l'
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� 01 FOOTING 17 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
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Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET(fURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
J 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC INSTALL�� 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC NAL
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❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WIIL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR '� CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-73�J7
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DATE TIME
CITY OF ORONO CALLED IN ���
INSPECTION NOTICE�ti�'� SCHEDULED �
PERMIT NO. COMP TED� �
ADDRESS S
OWNER CONTR. .D.S ��Yt�
TELEPHONE NO. �
� DESCRIPTION �',C'L
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENHETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q OS FINAL 13 METER SETITURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
`� 07 DEMO—FINAL 21 COMPLAINT
= 09 PLUMBING RI 15 SEPTIC IN . 22 FOIIOW-UP
J 10 PLUMBING FINAL 23 SEPTIC
� OWNERICONTRACTOR TO MEET YOU: YES_NO
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0 BEFORECdVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. C, pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnedContractor s' :
Inspector.
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DATE TIME
CITY OF ORONO CALLED IN v` G"`�� -J/-.-�—
INSPECTION NOTIC���1 SCHEDULED
PERMIT NO. c MPLE ED '' '
ADDRESS � 6O
OWNER � CONTR. ��
TELEPHONE NO.
� DESCRIPTION
� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SETlfURN ON 17 SITE INSPECTION
� 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15 SE LL. 22 FOLLOW-UP
v 10 PLUMBING FINAL 2 PTIC FI
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V BEFORECOVERING PERMANENT
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INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑ CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor o si •
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DATE TIME
CITY OF ORONO CALLED IN B�I�--9.3 :OC3
INSPECTION NOTICE SCHEDULED � _�_
PERMIT NO. �9 J COMPLETED '� r' '
ADDRESS
OWNER CONTR. ��� ��or�,_�_
TELEPHONE NO.
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� DESCRIPTION
� 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GFADING/FILLING
y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
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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
� 07 UEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI 15-�23.�� L. 22 FOLLOW-UP
v 10 PLUMBING FINAL SFiF1Y�
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
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V BEFOREC�/ERING PERMANENT
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContractor ' e•
Inspector.
Whfte Copyllnspector's Fik Canary CopyfSite Notice