HomeMy WebLinkAbout1997-009090 - new septic system �
� PERMIT
��� G�TY OF ORONO PERMIT TYPE: - � .-. :.-
2750 Ke ley Parkway- P.O. Box 66 =:=`"```--��: =�� �`�'"° ' =�'°:
,Crystal ay, Minnesota 55323 Permit Number: ;;,�s i°�i��°:�t:i
(612) 47 -7357 Date Issued: - _
SITE ADDR SS:
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REMARKS:
FEE SUMM RY:
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CONTRACT R: — :">:::=;- :;. c.t::_Y�-�c. -- '=;'; . �._'�:�: .OWNER:
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE„ �.�
CITY,OF• RONO � 6124730510 �6/12/97 1�:59 � :02/03 N0:252
r '' � �
��a �
C Y OF ORaNC? SEPTIC S'i'S'ITNY PFKI�IIT Ap'PLICA'T�QN
�30, b6 (275(J Kelley Parkway)
� stal �ay, Nr`1 55323
Jp $I'j'E q�llR�SS: 3190 Sussex Road Orono,Henn_�e�in County: 1/1�Fox Bend
Qccupancy Type: Residenti�l � __ CQtnmercial � (�?ther
p��,nit T�•pe: Ne�v or Replacement System, 5100.00 � _
Repalr ��cistin� System, $ 50.00 �
(Ta.nl+s or Drainfield)
0.5Q State surcharge added to above fees
*See fee schedule far nnn�residential perrrut fees
p er's !�'am�:_
DWIGH�r POST PhoneNumher: 404-2852
11�Z iling A►ddress: 575_ _uSSPx Rc�ac3 City:� rono 61-2 00�r
� ntractor's N'azne: DASEN CONTRACTING C�O. I�vc �oneNumber:
11�I ilin� Address:�P o,�Box 1��.._ _ Clty:New Market 7�p:- 5��.5.4.�_
Ll NO"T' N1.AII.� PAYNrENT' WITH Tk�IS APPLZCA'X'IOi�'
�
1. Applications far se�txc system permits may be mailed or submitted in�erson at the Ciry
qffices; howcver, permits will not be mailed out. The permit must be picked up in
persan at the City affices and work must not begin unless tbe permit card is on the job
site.
2. pernzits wili be issued anly ko contractars holding a Ciry of Urona Septic System
Installers License.
� All work rnust be done in accordanc� with the approvcd septic system desi�n. pesign
reports are not consider�d approved unless accompanied by the "City Qf Orona Septic
Systcm Approval" cover sheec signcd by the Ciry Inspectar.
4 'The followin� inspectipras will be required for all septic systems:
A. Pre-inscallatian site inspection to inelude i.nspector, installer, and �eneral contractor.
8, T�nk isutallation prior ta covering. uired
C, I�cainf'icld trcnch inst�.11atian prior to co�ering. For mounds, inspection is req
after rou�h-up but prior to sand placemenc (sand will be jar tested far silt eontenc),
� again during pressurc distribucion pipin� installatian in thf�e rt�ck b�• S�tion
D. �inal inspectian to verify p�oper fiiaal cover depchs and to ven chat all umg
(where requi.red) componencs �rc funetional and comply with codes.
Indiv�dual holdin� MPCA InstallGr Cerciflcate shali be presenc durin� inspcctions: A 2`�'
hour notice is required for all Inspectfons.
1 CITY ,OF RONO � b1�4730510 O6/12/97 10:59 � :03/03 N0:252
N '�`�: Appli�ant must initial all spaces. FiII in a!1 appropriatc blanks, check all apprapriate
bo es.
1 . T have r�ceived a copy af the 5}'SL�fII design u�cluding the City of �rono
Scpcic Systcm Apgroval Cover Sheet.
2, I will be ins�alling the followin�:
A. Tanks: C� Precast Concrece � Uther Manufacturer �
Tank Capaciti�s: 1� �� '�3I. 2) � g3�., �� �y aI.
Cp',u�p�
�. Purnp Scacion (if �Gqu(red)
�'ump make 8c rnodel ���--�Qj'1C.��Y (artach pump curve &
literattYre); system desi�r. requu�es �� gpm at __�_� feet of head_
High watec alacm make & model C7utside
� � elect�ical work to be completed by instailer �C__ electrician
acher . Inside electrical wark must be completed by
electri�ian.
C. Treatment Syst�m;
Trenches; s.f. W�( hiound
A�pth og rock below pipe ��_" kock bed dimensions �'x (�' x 1.05«�
_ . Drop $oxes Sand bed dimensioru ��o���j�
, Distribution �ox Pressura 17ist. Pipc I)iam. ��
A-faniford PiQe Aiam. Z ` "
1�. �'inal Cover/Tapsoil to be: �_ borrowed f'rom site
(show loCation on site plan}
tn�cked in
The ndersigned hereby applies to the City af Urono for issuance of a septic system inscallation
pe it, a�rccs to do all work in strict accordance with ihe ardinances of the CiCy and the
ragu tions of the Stat� of Minnesoca, and certi�es rhat all statements made on this appliGation
ar� c mplet�. true and correct.
Sign tuz'a�fApplicant; _ 1� -----------,—Aate:�13J97
7V1P� CertiFication Na.:_1h�2 .,_�,...
�
Staff �ev�ew: Approv � Denial
Revle ver: �-- Date: �_ �-�� -
1�easo for Denial:
.w^� _�% ' '��.,....�wrs��'• •"'
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� � f , S-P �'���'�N�, �1��.
. � , 951 KATYDID LANE
� ' �ST: P�IICHAEL, MN 55376 �
' - � 497-3566 • �
, � : Steven B., S�hirmers .. • ,
. � June 29, 1989
� Revised 3-6-97
- Dwig t Ro�t .
,. Lot 1, Blk.1; �Fox Send. , � �j .r1 -�p
• Orono, Henri. Co. , MN ,� . ���1 I`'d`���
���•.+� �j`.
� �+p.,'ii.� D .. .
1
���.s� y�em � is Designed for a Type 1, Fiv� bedroom home and in accordan�e
`��wi�M;-�.� �he Minnesota Pollution Gontrol Agency Chapter 7080 and local
`:�,��;� or'. �n nces .
< ��!;� �-.' .� �
�
The s ils . on this site are typical of SCS soils mapped - LrB - Lester
loam. A seasonally high water table was Iocated at 18" , 22" , _ 30" , &
34" , mottled soil ) . Due to the seasonally high wa.ter table, a
press rized. mound system will need to be. installed. ,The bottom of
. the r ck bed must be located at least.:"3 ' above the seasonally high
water table. � �
_;;e.. The s ils at� a depth of 12" have a percolation rate .averaging 19 . 2 "
� min/in `�h' and are� adequate for treating septic effluerit. �
A pump'ri�=;�chamber wi.11 need to be installed to lift the effluent to the
tr:;�'a�m .�t- area. .
'�" i, ,;�.;. .
The ma ifold and �supply line pipe must have back drainage to the pumping
� chambe . '�,he distribution pipes shall have � their ends capped. Be sure
the ro kr.and sand fill material are clean. The sod layer below the
entire mound•ed area must be turned over, just break up the sod, be sure
not to over work. . '
The po er supply and• 'switches must �be located outside the manhole and .
� pumpin chamber in a weather proof e.nclosure. A warning device must be
- _ instal ed with a light and sound device, this is in case of .a pump fail�ire.
� (Mercu y floats are a good method) . � �
All nei hboring w�lls are located more than 100 ' away from the proposed
trea�.cne t area.:.� �^: .
Keep al heavy equipment off of the proposed treatment area before and
after c r�struction as much as possible. The treatment area should be •
marked ff be-€ore •construction.
, � • , �:.
With p� per insta],lation and maintenan:ce, this system should have no `
probl�m in treating septic effluent effectively. .
..:,$ , •
Recomme d to �uinp ;the septic:��tank .every year if there is only 1 tank
& every � �ye�rs.. if there are 2 tanks. �
�-
x� �;;`�-� . �' � �r�
Soil and Percolation Teata ��'''��-�.
'.; �. :';j.: . , Sepcic Syatem Deaign Steven B. Schirmers �as
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sBs/as � � x; �
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3�s __,,� 5 ----�------ —
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10E.�P AGL .4'E"AVY s'�;�U/PMG 1ti• �FF ;.. . . _ /.
�t .-99' --.c��rnF� . Ar:ta: ^: . .�r: ��_.. � -
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4�="T&R CO.+.': -/: ;`<7 'Jv M ` .
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9�1,/--� �'� � ��
'���;_�4�tlC. _ '�_W'� -�� � - ;. ��w����'� . �,�1 �`�9.� � 97B.o
3-�-9 '� IJo Ga���-4 '�' �`'.a�t;��� R�-�q. � m ` � �'�� �, / �T _ .
S\-CES o 1G-������ '�� - j� 9Ey3-1 � �� � � �.
y � .if' � b Q' /\0 0�;
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� � _ �� yo' 30, Z � �,�.���4bl.l ` � m N' Q7�.S .
pt� — i�EfiME� N�. �..,,..;w. , �� x ,. �a �� � � �� � \_30� ; y,��
APt�O�';� A� $!lS4�!!#�'�� �o�, \ "� i '�'�'� � I
1►�PiiOVED W ITH Ct3�t���T00f`1S AS NOTE�@ ��^'�T"-�i' `" �\ � / 9 79,
LtaiA�'sv��e- 'I�
� N0� AP�RROVED — CCt�r?�CT & RfSU81�llT a.o�., � 98j3 7 � \ FU`�t.1��
� � �\ ! ¢�Qf�Nsior-1
Ghese Cofnments aae for yo�r Infcrmatio�. All w,ork shall t�tl�e'� � \ �/
p r fUll c�o;tlp6i�n tt� a.i np��ic�4� ta:�l�g d� zoMr�c� i�i �"��
G �w�sar�ee�tx ' c Tua+nq i �c�s reat specl�i��l t y noted ;n th�s �N`�-5 � �•� y /i ' \
� ��� Tf.,,�s �t�+r•� ��"s ���. ;��,�y�r aic {►��n�. � � `�.1 « � . p79,�
r - `` .
,� \..,, \���0 9d� '�`. ��
� � 983,6 '� �?�,� � '` ;�i *3
� � C� -a 3 ��1_`��..� .
� - ��� j � T- � � - -� �,, .._—- '
- w�`� i i ' " �\ `^ � �;\
M
i , � �
o��� ��
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� �5 �»ay�: / '� �
` nsr+a�u� � � � � � � a.o � 98/.8
�� 1 �' '� � � � 98�.9
. � ` \ � � % �� � .
/ � ` �'1 pc'� f; Perco�at;on Tests Scaie� ia=Yo'
� 1 �.�`�� � • �.P!� X$�il Borinqs
I !�' �Sench Mork
� - � ��/ ] Ncte= Th�s system �s to be cc��s'ructed to mees
',� �� �� � . the M�rnesolo Po�tu!ion Con'ra A;ency
I ' �g�' � �.,�� 9_ � Ch�pter 7080 & Local Ordinar�ce
€-
, /��r�
��. - - �� ' �i�°� -� . . .
- � Check all underground utilities
L� �� � �
� � I :i ys3=� ��FJ�s'�� 3-S-�� — '�= ��!-�'1�
�- � .`� p-f�°ERTY OF��Y,LL��--��----
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E , �i 9"�� t _L OT 1 _� R�.�� Fox T���a�—
v t;�.-. �j(�
. ���� � ��j " � �RoNo�__�f�tl, �j.�N�tl, CO.
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�'� � ! J�IjI� {S TJ F t'2j= �J�f�L3�[ N4V• _ """ yf S—P 7EST/���J IIVC/'. ,
R`�'' ��� s .�er_v_-�- �. SC�LCr�-�--
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Ln.2N�2 cF �,a7'_ f.6� c��t7-Fz �,;;,y.,�,� �t��
oF �.EaF ST ��-� - 975',S3 po�e 2/1;2/�� PN. 6!2 -497-3556 .
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i SET BACKS R' - 1 I 1 O' � 1 7 �
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� HOUSE System musl be�
Tonk Zo� from property lines X — SF—L`���"� `�'���rj� w�oT�-! •
w -r � �rom wel!s
�,/p���t-o�1—� �S2 from b'dgs.
-"�;q ireotment orea =�frorn lo4ces , ._� streams �
Treotment oreo �� !rom prope�ty lines N07E�Pawer supply ond switches must be Iocated in a
Ml��+�fo�5 m�n t�' ' weather proof encbwre outside the pumping chomber and monhole
BAGCF�c� � �,f�om we'Is
I �. from b!dgs. SOIL BQRIhG ELEVATIONS
�� .c�.� ��from trees
� i � ��, t I� ��
� �min. � TH�I �� .- °15�3•.� -f�''t� - �1�9.'�
i -30'- I �., �,�dw su � - E!.�•)
j '�`+ grode�% fH. 2
{ Tonk � Tonk -�D' TH r3 E�.- `��►.7
I Drop to Tank_ ( , � PRESSURE �JlSTRIBUTION MOUNO SYSTEM . �» �
� � l�h, 4 ��.-���.o
� � � TH`5 EL.-��
Nin. I�fo 8� --�`rPumP•�9
� Max.l�to4� � ���P 'r���s Sl���Loc�J Chamber E�E1(AT►OV al PROPOSED PL�MPING
I " CHAVB�n-�t�Fc��w+� 97�.0
�4�Io 6 dio.pipe .p���� -�� o�$wc-�-�iS.3
I SYSTEM DESIGN —MOUNO �� " �ow•�-t -��.00g — ��5�.
TYPE—�, � BEOROOM � Average percolotion rote 12'z min./inch (design.83sq.fl treotment orea per goi.of daily sewage flaw)
2�2 gal./day x.33sq.ftlgo{.5��sq.ft,of treotment orea +10% _�`��.sq.fi. (.:- IOft.width=Sr�._fi.lengtfi of bed area+side slope run '�.to I x.�height=.��.ftz2�it.lar�n•area needed)
� qean rock needed— �_sq.ft,freatment area x •L�depth of rodc�L�cu.ft=27=�cu.yds.(3/4��io 21/��da. ,indudes 2�of rock above pipe) ,
' ��'� Cleon sond fill below rock needed 1�D a.yds. opprox. , sondy bom bock fifl a� a-Yds.opExox, topsoil 6��.1�`s�cu.yd. f�V�. �t-��1_ o��� • l.a
� W ASttG-O ���GQC�TQ���._."CO AVO.�0°7c "C.0_'�oP50�1.CO� .lR_4L�..tn3_LA�'S.�_o�y_yiL��fl)
Number of lanks' req�nred�_, Ist tonkl.��.gol. , 2ndimk Do0 ga�.���s �us 4�mP�Nt.� L 'AmpEg—
i Pumpins chamber capacity— 25'/0 of daily sewoge fbw of 2�Q_go1.=l�f�gal.+reserve sb�nge of 15 Ogz�1/B��S� got.+pipe bocSc dronoge— �'�-�`S� ��`
� PROP�RTY C��
� of.��gol./IOOlin.ft.of__Q3_.�d'a. supply pipe, Iin.ft.needed.�.Q—, �� gol:t monifo!d J�.gd./1001'inftof a�dio.pipe,I'n.fi.neededl , �- gol, w
; _ fotal capacity needed 3�—gal.(plus area for pump) ug� r*,�r�. �1 S� _9'��•�a P-
�� � � li ft ��_dia. forotions�S���a
� ' , Pump s¢e ���hp. (pumpable copacity�1_gol. 4 c.ycles/day) �..,1���� I� ' H F� Pg.E�s ���5�13A� � S—P TEST/ G
" Note� When constrvciing bed - , trus oreo shoub be shoped Note- �istonce trom �r�om,eni oreo �o ne�qhbainq r�lls— i pes�gned 9y�
to diver� run-oit from entering �reo�men� oreo. L'��� ���' ��� � pK 6�2_.qy7-3566 _
- , i �o�c���Srt/52 ,
, r .' .
, . DOWNSLOPE I��WIDTH
' . If landslope is�o ��ore,subh'act rock layer width from
� adsorption width to obtain minimum downslope dike toe
L�) ft-,��ft =.�_feet
. Calculate Minimum•mound size based on geometery:
. a. Determine dept�i of clean sand fill at upslope edge of rock
, layer: Separation 1, 0 feet
b. Multiply rock layer width by landslope r roo�>co�•�
to�deternline drop in elevation; '+ rooc ao .a
; Slope Di�el'ClICB `' S�peretlon f��t
1D X �� °�o�- 100 =� feet Slop� Dlfi�renee _�_ e�
UDslope Wldl�
�. Add depth of clean sand for separation (2a) �-teet RocK Bea W�Ctn
at upslope edge, depth of rock layer (1 foot) to depth of .__te__��e� DownsloDe wiotn
cover (1 foot) to find the mound height at the upslope edge -1-Z �eet
of rock layer;
/.0 ft+ lft + 1ft = 3•� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.S�
e. Muldply dike multiplier by upslope mound height
; to find upslope dike width: �,o x 3•S� = J I feet
' 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;
; 3.o ft+,�,�_ft = 3.3 feet
' g. Enter table with landslope and downslope dike ratio.
� Select dike multiplier of y•S y
� h. Multiply dike multiplier by downslope mound height
! to get downslope dike width: 3'� x L.�_ _ � s� feeE
! i. Compare the values of step G.1 and St�p G.2h Select the
? greater of the two values as the downslope dike width; _ ��' _
I 7 feet I �ot�o .��a��'
j. Total mound width is the sum of ' -�-���� '
,:, . , ,
; upslope dike (G.2e) width plus rock G �opp,�o.q���<<�
i layer width (D.2) plus o UDSIODo M�IOI� "`'� �oa�w�a
` downslope dike width(G.2i); 3 � `••` , ""
, _ _,
�_ft + 1�ft +�_ft = �� feet �
IC. Total mound len 1S �le SL1271 Of ' oowo'siooe'wiair;
`' � ' :: >,; --�-_ teet ,? ;>
; upslope dike width (G.2e) plus rock layer ' ' ;'
'; length (D.3) plus upslope dike width (G.2e); ' "
� � ' ft + c.� ft+ t I , ft = �� feet
' )7' �►-l.�6 -�- ! '� /�� - -
Totel L�nptn
orn� ope ps ope
�:i �i sa �:i �:� s:� �:i s:i 4i �a aa
. x��
0 3A lA SA GO 7.0 3.0 4.0 5.0 60 7.0 aA
1 3.09 L17 516 638 7S� 291 3.85 1.76 5.66 6.54 7A1
2 3.19 556 Gd2 d.lt 2.SI 3.70 4S1 536 4)1 6.90
i 3__.__330�� 5.66 .732_-._ 8.86... _ 275 � 435 5.08 5.79 6A5
` 4 �A1 l76 6T5 7.d9 9.T2 L6s 3.15 4.17 l81 S.{6 6.Q6
� 5 3S3 5.00 6b7 !S7 1077 261 3.3] 4.00 1.62 5.19 5.71
� 6 3L6 52,6 7.1� 938 12Q! i51 3.21 7.65 l�1 l.93 SAI
� 7 3d0 556 �.6A 1031 1377 21d ].12 3.70 4.23 l70 5.13
E 3.95 5.66 8.33 11S1 15.91 242 ).Q! 351 �.� �A9 1.88
9 4.11 6.75 9A➢ 13.0� 18.92 2.36 241 3.15 ].90 !30 4S5
� ]0 �,2y 6,67 l0A 15.00 27» 271 286 333 3.75 4.12 4.44
I 11 4A8 7.14 11.11 17.65 30.t3 2.7b 276 3.23 J.61 3,95 t26
12 4b9 7.69 i2S0 21.11 1J.75 221 270 3.12 3.49 3.90 t.08
I
` � . ,
, �. . � •
F-1'�
PiJMP SELECTION PROCEDURE
END PEitFORATION OF A PERFOR4TED LATERAL
� Determine pump capacity: a,..�.,,.,
� ravity Distribution T„�,,, ,�""'''
l. Minimum sugg�ested is 600 gallons per hour(10 gpm)to stay ahead of ..�:;.,;:v• � .
water use rabe. �,�„�,5s1e�,�,' .;+�w o«New rae.k cr�..•
1aR N M�a Nrw swwN
� /y� N1�M fWn MO�)
; 2. Maximum suggested for delivery to a drop box of a home system is 2�7W • �MM���M OrNMO MauanlNl�
YN�6?C IYar AO
gallons per hour(45 gpm)'�o prevent build-up of pressure in drop box. .,;^ '-u u.., ,:•,.E...
.��.�.,«
ressure Distibution �..o�..,s.,.,.,� ~""��""~"
l�l M�Nm N L�bnl
3 a. Select number of perforated laterals 3
b. Select perforation spacing= 3 feet, �,����w
c. Subtrad 2 ft from the rock layer length.
��-2 f�_.��feet
d. Deternune the number of spaces between perforations.
; �Length perf.spacing=�ft.+�,ft._�spaces Required Perfora�n Disch e
; e. �spaces+1=�_perforations/lateral +�8��p��+�ce cgp.+�
'' f. Muldply perforations per lateral b number of laterals to ��3a!b��, �t+uge , � �
? t total number of rEorations.� x erforations. Hnd g2 r� i,,d,�,,
Ke .�L Pe w.�. �,,. ��_�P cfeet>
g' � X s�'w�+-.�$Pm.
� 1.Oa 0.56 0.74
SELEC`TED PUMP CAPACTI'Y�_gpm 2.�b �.8� 1.�4
: B.Determine head requirements: a.Use for single family homes
1. ElevaHon difference between pump and point of discharge. b.Use for all other applications
. �_feet
� 2. If pumping to a pressure distribudon system,five feet for pressure
required at manifold if gravity system,zero.
�feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. � Pipe Lengch
Read friction loss in feet per 100 feet from table. ' Poinc of D;schargc
F.L._�_f�/100 Et oE pipe T9�s4.D
b. Determine total pipe length from pump to discharge Elevation Differencel
poin� Add 25 percent to pipe length for fiteng �p �,�L o
� loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length=
F-18b
(�C� x 1.25=��feet 1.5 inch 20 inch 3.0 inch
' c. Calculate total friction loss by multiplying � fr;�,,,����n�w�
i friction loss in h/100 k by equivalent pipe length.
; 10 0.69 0.20
� Total friction loss= ��x �.(e +100=�,_feet 12 0.96 0.28
i 4. Total head required is the sum of elevation difEerence, 14 1.28 0.38
special head requirements,and total fricdon loss. 16 1.63 0.48
i • 18 2.03 0.60
' 20 247 0.73 0.U
• �+_�+�_ 25 3.73 1.11 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 I4.73 3.28 0.48
: 50 3.99 0.58
C. Pump selection bo s.6o o si
; 1. A pump must be selected to deliver at least
� gpm (Step A) with at least �1S feet of total head (Step B).
�
I
� �
i
L-13
CE,fi IF.I�ATION # 00627. Loqs of Soil Borings • � •
` Loc tion 'or Project Nina Wildman, Lot 10, Fox Bend, Orono
Bor ' ngs made by . S-P Testinq, Inc . Steve Schirmers Date 6-14-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Aug used (check two) : Hand X , or Power , Flight , or Bucket X
Dep , Boring number 5 Depth, Boring number 6
� in in
feet Surface elevation 980� 8 feet Surface elevation 979 •�
. p - . 0 -
Topsoi�l dark brown loam Topsoil dark brown loam
. 'y 0 - 8"
0 �- 10"
1 _ ' � 1 - Brown clay loam
' Brown clay loam g�� - 1-1/2' -MOTTLING
10�� _ 2� .
. 2 _ . 2 - Olive brown clay loam
. Brown loam � �
, � .
2 ' - 2 ' 10"-MOTTLING 1-1/2 ' - 2 ' 10"
� 3 - � ' , 3 - �
. Rusty olive brown
' 4 - Olive� brown :loam 4 - loam � �
5 - ' , 5 -
2 ' 10" - 6 ' 2 ' 1�" - 6 '
6 - . 6 -
'7 - 7 -
. 8 � 8 -
� End f boring at � 6 ' feet. End of boring at 6 � feet.
Stan ing water table: � . Standing water table:
: pres nt at fe�t of� depth, present at feet of depth,
hours •after boring. � hours after boring.
Not resent in hoTe X Not present in hole X
�� Mott ed soil : • Mottled soil :
Obse ved at 2� 10�� � ' ' Observed at 1-1�2 � feet of depth.
. �eet of depth.
Not resent in hole ' ,Not present in hole .
. Comm nts: � Comments :
: ,.
. . . • ,
� '. ' . ' :'. ,• � ,
'i � , . .
j � °�ER .•#00�627 ' •
� .
' PERCOLATION TEST DATA SHEET `�M
I . • -
� ' : �
Percol� ion test readings made by S—p Te s t i na, I nc. o� 6-15—8 9 ��ing a� 1: 0 0 �-;„ �
�rw.l
! Test h e locatio�Lot 10,Fox Bend, Orono ��ole number �" ,Date hole was preparecL6-14—8 9
� Depth f hole bottom 12 inches�Diameter of holP 6 �nches
i
Soil da a from test hole: 1
,
� Depth,inches � Soil texture
�
; 0 — 12" Topsoil dark brown loam •
Meth of scratching sidewal� Knife •
� 2 .
• Depth f gravel in bottom of hole �nches
� � 6-14—8 9 ��h��fmnitial water fillin, 12 �nches above hole bottom �
' Date a d hour of initial water filling . � p B-
Meth used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon � �
a 6, . � .-
• ,Maximum water depth above hole bottom during tes� inches
' Time Percolation '
ime interval. Iv�easurement, Drop in water rate� Remarks
minutes. inches level,inches minutes per
� inch
; 12 : 5 prefiTl 6
1:0 1:30 " 1-3/4 17. 2 30 min
;
1: 4 2:11 �� �� �� �� ��
2: 1 2:4 2 ' �� �� �� �� ��
i , '
i .
i ,
� ..
;
.;
'' ' �i -
,; :.
:; '
�
Perc ation rate = 1��'2 m�nutes pe�inch.
; .
S . . • , �
�
• '•'C��T•.#00627 � • .
PERCOLATION TEST DATA SHEET •
. .,
S—P Testinu, Inc. 6-15-89 � 1: 02 8
Perco ation test readings made by o� tarting a► �
r.m�.�
Test le locatio� Lot 10, Fox Bend, OronoHole number 3 �Date hole was prepare� 6-14—8 9
Dept of hole botto�+ 12 +nches,Diameter of hole 6 �nches
. Soil d ta from test hole: '`
'��
' Depth,inches Soil texture .
' — " Topsoil dark brown loam
10" — 12" Browr► clay loam
Meth of scratching sidewal�� Kni f e
, 2
' • Dept of gravel in bottom of holP �nches ,
� 6-14-89 �•OO�m. . 12
Date nd ho,ur of initial water fillin,g . epd� muial water fillin,g �nches above hole bottom .---
Meth used to maintain at least 12 inches of water depth in hole for at least 4 hours Automat iC s iphon ` -
. 6 �-+ ..
: ,Maximum water depth above hole bottom during tes� inches
Time • Percolation '
' Time interval, Measurement, Drop in water rate, Remarks
minutes• inches level,inches minutes per
� inch
12•45 prefill ' 6 �
' 1:02 1: 32 � " 1-5/16 22.9 30 min
� ` 1: 39 2: 09 . " " " " "
1 2 : 4 2: 4 4 ; �� �� �� �� ��
�
; ,
, �
�
� � � • ;� -
; . .
. .,
Perc lation rate = 2�.'9 rt+�nutes pex inch.
; . . . . .
; , , .
s . �
i . �
. � �.Cfi T.#'00.627 ' � � �
PERCOLATION TEST DATA SHEET • �
•,,
S—P Testing, Inc. 6-15-89 1: 05 m�
Percol tion test readings made by o� starting a� �p m
�.r„r, .
Test h le locatio� Lot 10, Fox Bend, OronoHole number 5 �Date hole was prepare� 6-14—8 9
Depth f hole bottom 12 �nches,Diameter of holc 6 inches
Soil da a from test hole: �, •
Depth,inches i� ' Soil texwre
0 — 10" Topsoil dark brown loam
10" — 12" �� Brown clay loam
Meth of scratching sidewalL Kn i f e. �
, 2
� Depth f gravel in bottom of hole ' inches
� �6-14-89 �• 00 12
Date a d ho,ur of initial water filliqg. . epth�initial water fillin� �nches above hole bottom -•------
Meth used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic s iphon •
' • ( �.. ...
' ,Maximum water depth above hole bottom during tes� inches,
Time ' Percolation '
ime interval,� Measurement, Drop in water rate. Remarks
minutes inches level,inches minutes per
inch
12 :45 prefil•1 6
1: 05 1: 35 � ° 2-5/8 11. 4 30 min
1: 36 2:06 ' " 2-1/2 12.0 " "
2:17 2:47 . " 2-3/8 12. 6 " "
�
�
' `, _,
:
� . �
; •
Percol tion rate � 12'� m�nutes pe�inch.
� ._ . . : .
y � . ,
PERFORQTEO �oaMY SNNO CAP
LAYER OF GE07EXTIlE
'�r��:�_ �ATERALS FA9RIC PERFORATED IATERA(,
„�~, ��'� " ��� ~�-- �•.. . GRA55 COVER 6 INCNES
SANOY LOAM SO1L � � �-�j:3' �, ��'�'"�:+?+;;:' ' N FILL TOPSOIL.
� • � �. �. � � .,f.; CLEAN SA 0 u:
' �i J ,�� � / t��:i MAXIMUM SLOPE—�- -
' i ri� 3 TO I - .
LAYER OF GEOTEXTIIE ' )►' ss=�� i!' EAN ROCK a'
FABRIC v R 0�BYHES OF ..."�`;:�, ;�:j.� % ;�� TOPSOIL PLOWEO oa '�• � tv= ir,cHEs ,s�o
HAY CO E E • i�. �' D�SKEO SURFACE
BUILDING PAPER ��. ' � �� � - ue50�� •
I�/ ' OR Y ` .r.t,:t'`t'" �' •��f i . � �
/ �, �� , / � CROSS SECTION A-A
PIPE �ROM PUMP�- p•�. �
• J,•�'' �/,;i%; •�/t o' //
f�• , ` � PIPE FROM
�'� � �' ; �• � �� PUMPING CHAMBER
3��-2i/ � _.��'. ��� ;.� '•"" �
CL�AN F�OCK i� � DIVERSION FOR •
••�� • ,��f�• �► / J� SURFACE WATER � w , ; �
6' TOPSOIL� ' �r ,� ,� �' � o :
..� ... • ,. ' ��' �/� y�� — ���— — —�
•►:�"^ � �=` i 1� i �` • � � I� �
^ ,�``j,���;i �=�� % .' ' � 3 .ir —PERFORATED : ; ; � .
�jJ��C ' '� , �9•• � (Nq • • tATERALS � : � .I I
_, •� _ ~```'t •� � i, 2 x � ..:�' _ � ; � .
_,�<< � �� � � ,
== . '�`�'`�Q ,J •. •• .. . ,.-;;,, � ; ,
•;'.C+ /. S. p� _� :•i;7:;::''''..:1'r(�►;',• . � , ? ,, :
�f �0 � ;r.%;;��y,,.r:. � � , �I = ,
' •. � . '�:��. %��,��,- � ;
SQN QN ' ' 3 r rt»,�.... i ��j� r ,
� S 6�� �\�` �_•.� . BEO AREA I ' ; ' v
F�l� Op ,.1. �'.; t,:�� � ; , � _ :
eRpkfNQYER � :�`"�''''' , — t--- �; � � :_
UP •,`��• .�,, �`` ; ;
� :•i•=• I ' : � � w o
gqR ATU� ''•''-�'_ . a — � � L"i : w � m :
,..�.::': � � � � � ; i
e
:
� R �QYF ' - - I : =_ . � � � - - .
� o„�,..o ' �
• INCHE I � � � a • INCH
LAYOuT OF PERFORATEO PIPE LATERALS FOF2 � — ' � � �
PRESSURE OISTRIBUTION IN MOUNO —• � ' � '
:
. . L�_ � _�_�
� DIKE��MAJ4T�O�KE —
�PERFORATED PIASTIC PIPr . .
-r" TOTAL WIOTH
SP��1N� , • � ' . •1 1 1
�NRCENTER NS o�rtEaTtoN• RfpRAtlON . I �
ENO SiZE MAY BE�c:'hi. j6M �S PE PI.AN VIEW
v I E W oR �i:. ._..._ --------- ---..
2 MANIFOLD � ' ENO PERFOR�►TION Of A PERFORATEp LATERAI
PIPE �
� Grms Grer
PERFORATIONS ON BOTTOM OF -F--'`-
PLASTIC PIPE T.o..M j�
, 9Q♦ � �ri r� t `�!3c?..:� • •�•-. ...a
._�_� �yy�r of GwNalll�iebrlc(a fw-
lnch Myr N M u�wa.a.«�e
. / � ��(ALTERNATE IOCATION ' :�'� V��~4� '����n r«N yop«)
. - O�PIPE FROM PUMP) � Wrla tion Ori1MJ F{erltentolly
. • • �NI� 0 WOr To0
� f END CAP Q� Rp�, a •IA Rock . = d Roct Loy��
- . y � / . � . r:=;i:'z'!,.. •....c. . . .. .. � .
�,AtE '%:� -Pw�wmla,:'L.caaa.�
�pArE� 2�PIPE fROM . `'' Cl�on sa�d tsra eoua.d �oi.roi
` %' � PEFf PUMvwc c►uMeEa `
. \ / ,�NGrN .OriONd Sell ►rep.rlr s��m.n ,
. s �. �_� .
'j:
• REOWOOD, CEDq� OR
WATER TIGHT � IOCKABIE E�ECTRIC BOX—� TREATEO POST (4 x 4 min) '
I PLUGS OR ELECTRIC CONNECTIONS--- /"Q�L EI.ECTRIC CONNECTIONS MA�E
2" PVC CONDUIT SCHEDULE 80 _,L._ INSIDE BOX
MANHOLE COVER CHAINED 9� LOCKEO 6�sP� SETTLEMENER CORD FOR
SEAIED MANHOLE RINGS .FINAL GRADE
� ` � AT LEAST 12� ,''
�� �I� BELOW GRADE
` WIRE FROM POWER SUPPLY
- PIPE IS IAiD ON A UNIFORM SLOPE FROM
• /�� , FOR PROPER NORAINBACK�L TREATMENT AREA
I SEALED TANK COVER . �—IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USED
WITH ANCHOR—� — vyEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
, S�RT �f.V�9_ � _ Ml1ST NOT RUN OVER ANY TANKS BUT
� - MUST BE IAID BESIOE OTIIER TANKS
� 3� � `� AND MUST BE PLl►CED IN CONDUIT
ALONG POST __
SHUT-OEF�.,E�l`Q_ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT.
0�� :
,;
�
�
i _. __ . _ Figure F-8
METAL • , `\
COVER _
i �.. _.,�, .� _!�_ '�z � 3:•.. _� `
��' . �, ; ' '
19 '
--� �.�,,_
' .Y. r
� •2<:s (: � .
� I > a, � r
I ; I
„�
� �
�
• i �tG. v
I ' ie-:r•:--:,••:..; i
i MANHOLE !'�,r + .,�,+�' � _.
r
! RING 1
� , �
�
' � METHODS OF SECURING MANHOLE COVER TO PREVENT
' UNAUTHORIZED ENTRY ,\,
I � Figurc C-14 . ' �
I �
i
i
i �
�
. . , .. . .
, ,. ; '�.� , . .
�f' '�.•�• .
L. r
• VERTICAL SIDEVIrALI. SEPTIC TANK -�'�
� �FINlSHED GRADE
; � -AT LEAST 6"TO 12" SOIL <1T LEAST
4" DIA. COVER 4" DIA,�
' �� AT LEAST I" ' � ' AT LEAST I"
MIPI Ir _
1 :�:..' :'.'�',.. '•.:�-
j •.�,.•.. �+ • '
i �
._�. '�'t A OIMENSIONS FOR_ TANKS WITH VERTICAL SIDES �► *
WIDTFI. W 24' MINIMUM —`
'�� IENGTH, L 2 TO 3 TIMES THE WID7H
B DIAMETER 60� MINIMUM ::
� 1 DEPTH. D 30� MINIMUM: 79� MAXIMUM C �
J.. A 0.2 0
-�•AT I.EAST g �� 6YMINIMUMi_O 2 0 MAXIMUM _ 6" _
3� c �0.4 0
-� •----•�• -•-AT LEAST 4 FEET-- -' ��
NO1fS: �
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WAIIE.
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OIlAWW10lES�W.IRElOCA1E0(riE�ID�iN11E1t4ET 0f1NOMa�11V1Mt2NG4S.
NlD0U1lL•IOL•VKYA.IHECFl11ERlM�COf°11rtIS1�FC110t1 6. FOf11101�2�1f11AlCYl1H)(tiCN.IANIC+W►aCqBKklA1$0.150
PY�@S S�NLL OE 11 iE 8�vd•wt 1�IE CLNICII l WE f�F 1ME AND OII.iF.NS10N C I$O.�SO.
� ONFIE pKNMiGS O�I S�vMINI�10ES.I111 W ID W91'ECI ION
� 1'1'E WSf PE lOCJ11 ku B!I W[f.N 11 E NLE I M4�tx111 Et
pnl tIES. —
• . .., ... •
�.
; PENCIL
; � �� � ' ,
. ,
� Z-- .,�.. ,• y 20 �i ` ' .
. �'� �' MANH E ; �'�`� Y �'
1 . � � ::
�
; INLET ` SCUM . � ' ':: OUItET
; •� •..,. �•; :. � t:,
I ;3%;�;OiJTIET�I.EVEI. -',� .� .,� Y�
� � Y •SCUM.CLEAR SPACE- �� � r
�-- � , ; CLEAN OUT TNVK WF�EN�
M —; —— -� _.. �� � i '�' 74`IS 3' OR I.ESS OR
} _ —____' +� g 'B'IS 12'OR LESS
� � ;,;,; .,. . , _,: :.� -� ,�
. X, �`!��`•'�.::��.:.' '' . : •�� . . • ;: �ti;,` BLACK COIAR �
��j'^::::�' •'• SLUDGE . . i� � DISTINGUISHES SLUDGE
�, �� .;;"::�:.,s, . .. . ',•, , LAY�R FROM I.IQUID
a�• .•.: :•'
: ..a., a•Vid '. .
•.�'t. :S:�•' :�L`r
� �
� MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N TME SEPTIC TANK
�
i
I
�
. F-17
PiJMP SELECT'ION PROCEDURE
EJD PERFORATION OF A PERFORATED LATERAL
Determine pump capacity: w..�..
Gravity Distribution T.,..,, i�,���
Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of �,�:;;.:>�� � . ��-N�..N„�.F,e,k,,,,,,.
water use rabe. r :- w•r a.�.w.. :'�`,�',�.��;...�
Maximum suggested for delivery to a drop box of a home system is 2�/W � Mf�nllen Or11W Mr�mn�aih
ti�w�.., H.
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. ,�. '-N�.e.� �:•�e Eao.
ef RecR Lsf�r
�x:::t.�:..;�::. . . ....: . .. .. .
. Rlfaa11M1�IOC�IN al
Pressure Distibution ���� '""'"«"""'
3.a. Select number of perforated laterals 3
b. Select perforation spacing= 3 feet °r"""�'" ^"'""x"`"°
e.�...riewy wne te�w
c. Subtract 2 ft from the rock layer length.
�-��-2 ft._��feet
d. Deternune the number of spaces between perforadons.
Length perf.spacing=�ft.+�ft._�spaces Required Perforation Disch e
e. �spaces+1 =.��perforations/lateral u+�t1o�+P��+�+�ce�gp�
f. Muldply perforations per lateral by number of laterals to �)3 a��p, ��d8e �2 m�P,, � aa per
get total number of perforations. ,,�-� x �,,, ,Q,,_�_perforations. ��c�
g� � X��_�gP�� 1.Oa 0.56 0.74
SELEC'TED PUMP CAPACTTY_�_gpm 2.�b Q.8� 1.�4
B.Determine head requiremmts: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
_�feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
�feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. �P��s�
Read friction loss in feet per 100 feet from table. Poinc of D�schargo
F.L.= a• �ft./100 ft of pipe �4.D
b. Determine total pipe length from pump to discharge Fievadon Difference�
point. Add 25 percent to pipe length for fitting �p� .1��� o
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
a o x 1.25=_�,�feet
c. Calculate total fricdon loss by multiplying 1.5 inch 2.0 inch 3.0 inch
� rra�,�«.�i oo n�r P+a
friction loss in ft/100 ft by equivalent pipe length. 10 0.69 0.20
Total fricdon loss= ''�� x �.(e +100=_�feet 12 0.96 0.2s
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and totai fricNon loss. 16 t.63 0.48
I8 2.03 0.60
20 2.47 0.73 0.11
�d +_�+ 1, 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 030
40 11.07 2.64 0.39
TOTAL HEAD _,�IT feet � 45 14.73 3.28 0.48
50 3.99 0.58
C. Pump selection 6o s� o.sz
1. A pump must be selected to deliver at least
�gpm (Step A)with at least '1�1 feet of total head(Step B).
DAT TIME
CITY OF ORONO CALLED IN �
INSPECTION NOTI j� SCHEDULED
PERMIT NO. �J COMPL ED
ADDRESS
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White Copyllnspector's File Canary CopylSite Notice
DATE TIME
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Owner/Contract
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DATE TIME
CITY OF ORONO CALLED IN � �
INSPECTION NOTIC SCHEDULED
PERMIT NO. �D�� co PLETED
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