HomeMy WebLinkAbout1993-005723 (sewer & water) .�
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2750 Kelley Parkway • P.O. Box 815 � ?-�'L '��-�' Y' �:'�` �`'`
Orono, Minnesota 55356-0815 Permit Number: t'f;;;�_::;�_�
(612) 473-7357 Date Issued: � � _:=-�;�_�•_�
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SITE ADDRESS:
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CONTRACTOR: -- '��; +-°� � _�j:������ - � OWNER:
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APPLICANT PERMITEE SIGNATURE i ISSUED BY:SIGNATURE ���
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_ �
;EPTIC SYSTEM PERMIT APPI.ICATON - 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 permi fees
SEE FEE SCHEDULE FOR NON-RESI ENTIAL PERMIT FEES
DO NOT MAIL PAYMENT WITH IS APPLICATION
a��***�t*t*t��f*�****#***�***�tf*�r��r�t#***�*� �t*#***�***ytf*��t*�r**�****�t�t��r�***
dOTE: Applicant must initial all spaces. Fill in aZl appropriate blanks,
check all appropriate boxes . �
Initial
1. I have received a copy of he system design including the
City of Orono Septic System Approval Cover Sheet.
2. I will be installing the fo lowing:
A. Tanks: �Precast Concrete Other Manufacturer
Tank Capacities : 1) ZT al. 2 ) l Z� gal. 3 ) f ZT�". gaI.
B, Pump Station (if required)
Ptunp make & model (attach pump curve &
Ziterature) ; syste_m design equires �gpm at �= f eet
of head. Hi gh water a 1 arm make & mo e 1
Outside el.ectrical work to be completed by _installer
electrician other Inside electrical work
must be completed by electr cian.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock bel.ow pipe ` Rock bed dimensions j�'x(�y�'
Drop Boxes - Sand bed dimensions r��'x�'-
Distribution Box Pressure Dist. Pipe iam. 2� "
Manifold Pipe Diam. _�_"
D. Final Cover/Topsoil to be: borrowed from site
(show Iocation on site plan)
trucked in
f*�**�*�*�*�**t****t***t*****�****�f****t�* ***�ttt**�t*#ttf*****�***�t��**
mhe undersigned hereby appl.ies to the C ty of Orono f or issuance of a
septic system installation permit, agr es to do all. work in strict
accordance with the ordinances of the City nd the regulati.l,ons of the State
�i Minnesota, and certifies that all stat ments made on this application
are comp lete, true and correct. � �
Signature of Applican Date:
_dPCA Certification No. : � �
..:
. ���z3
. -
APPI,ICATION FOR SEPTIC SYSTEM P�ZT
CITY OF ORONO
Box 66 (1335 So Brown Rd)
Crystal Bay, MN 55323
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General Instructions :
1. You may a�plv 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 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 Installer ' s License.
5 . AZ1 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 f ollowing insgections will be required for all septic systems :
a ) Pre-installation site inspection to include inspector, install.er,
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 p lacement
( sand will be jar tested for silt content) , and again during
pressure distribution piping instal Zation in the rock bed.
d) Final inspection to verify proper final cover depths and to
verify that alI pump station (where required) components are
functional and comp ly with codes.
7. Individual hol.ding MPCA Installer Certificate shal 1 be present during
insta7.lation. 24-hour notice is required f or alY inspections.
f****�**�*****�****t*******��*****#t**��*******�**#*�*�t**�**f****t********
JOB SITE ADDRESS- �f�0 � �
Occupancy Type: Residential � Commercial Other
Owner' s Name : '' Phone:��j�G�✓� -
Mailing Address : / � � City: Zip: ��3 —
Septic Contractor' s Name: r Bus. Phone: ?.3 .�� '�
Mailing Address : ,3 O City: Zip: �c�
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i�//v O ��\ *�.,� �,� -.f � CITY OF ORONO
�" � �'�-� � �`�����-� •�� SEI'TIC SYSTEM APl'ROVAL
� � �� � -
� � CIT of O�iO�TO
,� � ��� .� � �
� ���1�,,1��� •� . � ?��;,�'��y, 4 `� : . ,
� ���� r �'
� 1, .r � if'� j Nlunicipiil Offices
��'�`,��I �fl��l�t ,� �� S�.-� Post Oftice Bt�x 66
� � � ,�PV;�� `,-. .�, .: � C stal Bay,Minnesota 55323-0066
� ��'�l�a(��i`�� ��,'�
'� `��Es�i j;
LOCA�I,ION: 4105 Bayside Rd.
OWN�R: Lee Mahoney
GLNLRAL CON'I'IU1CT0 � ' �'1'Olt:
� /' October 26, 1993 as revised
SITI; EVALUATOR: S- `f �� ` June 21, 1993
'I'he City of Orono has APl gn as of June 25, 1993
�a� �� �U55 � � (date)
with the following comment: ��� ��- � P
�-� � � �� � _
,�i'"—�%� � --���
�✓/��-C',� �
/
THIS IS NOT A P�RMIT. This is a design approval form w uch n�ust accompaz�y the site plan. A permit must
be issued to a licet�sed septic contractor prior to installatiou A list of currently licensed septic contractors is
enclosed.
NOTICE rI'O INSTALL�RS: Any c}�anges to the approve plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 liours in adv nce.
ALL DRAINFIrLD AREAS MUST BI;FLNCED OI�P pri r to building site excavation and fencing must remain
in place unlil final site grading. Approval to pour foolings ill not be gra�ited until che Inspections Department
lias verified that primar}� and alternate sites are adequately rotected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks earth moving equipmerzt, etc.) is allowed witltin 20'
of tested draiclfield sites either before or after system constr ction. Cotnpaction of these areas could render them
u�lusable prohibiting the Iimely cotz�pletion and or li►nitin tlie long term use of tl�e property.
A site copy will be available at the City Offices for the s ptic contractor.
CITY OF O ONO
_ �
By .�
Stephen eckman, On-site Systerns Manager
TrLEPI[ONl?—473-7 57• 1�AX-473-0510
i
i.►6-'3i►%�lti iii:59 FAT 61��97Sii11 S P TE TING INi; f�ii�
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?�1 1CATYDID L NE
S7. MICHAE!, MN 5376
497-356:� �
�t�ven � . �ehi rRE_S .
. i October 26, 1989
SeTauqh i'��on2y, Inc.
Tra��. A, xr�s 748, Lat � SaXside ridge
�a���i 1, �as� Sit� Sub-Div.
Qrano, H�nn. Ca. , MN
This system is Desigried for a Type l, iiv bedroom home and in accordance
with �he f�innesota Pollution Control Age cy Chapter 7080 and local
ordinances.
The soils on this site are typiCal of SC soils mapped - KkC2 - Kilkenny
clay loam. A seasonally high wa�er t,ab� was located at 1�" , 16" ,
18" , & 22" , (mot�led sail ) . Due ta th� easonally high water table,
' a pressurized mour�d system will need to e installed. The bottom of
the rock bed must Yae loca�ed at least 3 ' above the seasonally high
water �ak�le.
The sails at a depth �f 19" have a perco a�ian rate averaging �!,$
minlinch and a�e adequate �v� �zeating s ptiic eftlu�nt.
A pumping chamb�r will need to be �.nstal ed ta lif� the �fflu�nt t� �h�
treatment area.
The m3nifold and supply line pipe must h Ve baCk drainage to the pumpzng
chamber. The distribution pipes shall h ve their ends capped. Be sure
the �ock and, sand fill material are clea . The sod layer below the
entire mounded area mus� be �urned ovez, just break up the sod, be sure
not ta ovez work.
Tha power supply and switches must be lo ated outside the manhole and
pumping �hamber in a weather pzoof en�lo ure. A warning device must be
�.nsta�.led with a l�ght� and sound devic�, this is in case of a pump fazlure.
(Mercury floa�s are a good rne�hod) . '
All n�ighboring wells are located more �. an 100 ' away fr�m the pr�posed
treatmen� area . �
ICe�p alI heavy equipment off q� the pzop sed treatment area before and
a�ter cons�ruc�ion as much as passible. The treatment area shau�.d b�
mark�d off be�Q�e cons�ruction. "
CONT�D
Sail and Percola�i �c Tests
S�ptiC Syslem eaign
�
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?�i iCATYDID L NE
ST. M!��AEL, MN 55376
�J7-35E;�
`�te�en 3. Sch ' rmers
October 26 , 1989
Lee Mahoney
John McDowell
Tract A, RLS 748, Lot � Bayside ridge
Parcel l, East Site Sub-Div.
Orono, Henn. Co. , MN '
�
This system is Designed for a Type l, f ur bedroom home and in accordance
with the Minnesota Pollution Control Ag ncy Chapter 7080 and local
ordinances .
The soils on this site are typical of S S soils mapped - KkC2 - Kilkenny
clay loam. A seasonally high water tab e was located at 14" , 16" ,
18" , & 22" , (mottled soil ) . Due to the seasonally high water table,
a pressurized mound system will need to be installed. The bottom of
the rock bed must be located at least 3 above the seasoiially high
water table.
The soils at a depth of 18" have a perc lation rate averaging 27 . 5
min/inch and are adequate for treating eptic effluent.
A pumping chamber will need to be insta led to lift the effluent to the
treatment area.
The manifold and supply line pipe must ave back drainage to the pumping
chamber. The distribution pipes shall ave their ends capped. Be sure
the rock and sand fill material are cle n. 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 1 cated outside the manhole and
pumping chamber in a weather proof encl sure. 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) .
Al1 neighboring wells are located more han 100 ' away from the proposed
treatment area.
Keep all heavy equipment off of the pro osed treatment area before and
after construction as much as possible . The treatment area should be
marked off before construction . .
CONT' D
Sc�ii an.rf Percr�la ion Texts
C,.,�;� �yc���m I��r.si,�n
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(iti-'3ii%96 iii:58 FA'� ti1��;175411 S P STINc; INi' �ii3
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With proper installation and maintenanc , this system should have nb
problem in treating segt�.c effluent eff c�ively.
Recommend to pumg th� septic tank evez-y year if there is only 1 tank
� every 2 yeazs if there are 2 �anks .
. i C.�� � .
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S�even H. Schizmers p�
SBS/ds
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� 3.'�� F�LL. /OSO i'.O,
j . P�.��--1 �!\�u� �o-c'-ro s�- _-- � �oa,z
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sar�� veetit t.�'S ----_�-
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HOUSE - Sys!em musf be � _ _ _ . . _ . . . � .
� . . .
I • _ Tonk �� ircm prcperty I�r�es . - - X - SE�-�� C"-� 2'�}�.'�_��'�-5�—.
'GilL.� �m ?.� from •�.el:s
aa from b'�gs.
� ����. , _ � -
;=''`H„- . Trec'.ment orea = fra� ickes s'reams . _ _ - -
� Treotment oreo � from properfy ;ines ti0�� �'� s+�pply and switches rrKnt be loccted in a
� M��-N4���E: w�,x.�'-t�'" '}S'from we"s wea'•her proof encioy�re o�.rts�e the pumping ctr�mber ond manhole
; . �A��F,« �a ''from b!Cgs.
�- -,�,• J1z.' i�om �rees � SOIL BCRI�G ELEVA(lOtiS
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j i 0 i 1�{ ''� T i-1 r 3 E�.���.•3
� Drop ;o Tonk � Tonk I �;I PRESSURE DISTRIBUTION MOUND SYSTEM .T.��� �L,�o�
. „ � L�
TH"5 E�.-L���-
1�1in. I 10 8 �pumpir:g
I Mcx.l��io4� � �S�=P -���U`�S ��ti�A��c�c�J EL�ATiOU of PRCPOSED PL':ti�r;"��- `,
Chomber ��
4�io 6��d�o. � C�a�,1BER-=� ��--�; _,�
_ p�Pe
SYSTEM CESiGN -MOUND � � - A��o� -rop D'F' T'3LL�L�—/O�.O
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TYPE-�, � BEDRC�JM , �veroge percoiet:on rafe ��-5 m�r../inch (design.83 sq.fl ?�eatment orea per gol, of daily sewoge flow)
_2�Q�3��1./d�� x.83sq.ft.;��;;._C��?- ;q.;�f.of h-eo'm;;r; ere� +IG°ia =_�%���sq.ft. (.= IOft,width=�_`�rt.;engtfi o{bed orea +side s�ope run�to i x�heig!t= �_ft.x�L i 1.lawrn area re2ded)
� Cleon rock reeded-_'��'�✓� sq.ft.treotm�-�t o�ea x Ls depih c�rock=�t�cu.ft=27=a.�c�.:.yd�.(3/4�io 211��dia. ,in�'udes 2�of ro�;k ah���e p�pe)
-��5�,.-��" C;ean sand fill be!cw rock r�e��d��_�_��cu.yds. e�rox. , so�dy Ic,�m back f;il��!_o�.yds.opprox., !epsoil 6�� `�5 r';.yd. `��='�. -�=���-_ ��_�a_---�'_9-� � �
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�p A�� �-.o i'o '�O TOYSo�� ���- \�-��_,t,����3�-_�•'��YE-. _Gi�._�-`f�.'��'rT•i
� �� t-FC,GS�"tiwiL�?J D . ` -- --
Number of ienks required �_, ist to�,c 1��= �L ��d 1���L'�s�12 ga�.m�ninwns PL.0 s P�,-�,���� <-< �a•�,:;�-� . .
- s � ;i��<��.5�� :. _ � t—<j_�
Pt;mping chamher copaci'y- 25% of doily sewoge fk�.v of_`_%�0 g:�i,=�4�;a!,+reserve sioroge of 150;�1/B1�a:.?S�g�1.+pipe bock dro�r�oge-- PROPERTY Or��"'a � �-'�' �--
of.��go!./1001in.ft.of�..Ndio. s:_,pp!Y P�Pe, !�n.ft.needed�3J'_, � �_go!:+ manrfo!d1`�gal./IG�:,�f:n`!ef.���dia.pipe, ln.ft.needed� ,.s�_g�l. Lo-�� ��.� ���L,�--�T�s�LT�
. total copacity neede�3.�__;�oi.(P�us orea for pump) u��F r,,,,-�. 1c��C2_Q=-,i,�«��, - � ��-� '�'-1� P���.. S- �A�s`"�
. ". D',stribution pipe��dia. , �f9�•.�n.ft.� �3�dio. perforotions.�C�_���part V �"�� m n . '}��.�.
• , Pump size ��_hp. (pumpcb!e capocity a�].gol_ 4cyc!es/day) us�-� 3� � F--��ac _����s �i���_�'�--.-3_�_ �A1 ) �,-+, n . �
-=—� S—P TEST/NG /N�:
� No'e � 'vVhen Co�s±�t:c!�ng bed �- , ihis oreo should be srr�ped Note- Oistence from treo!-nent er2o to ne�gh�ing v�"s- �� n '��.,, n �1 '��' � ,
. �es , �d _y��
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3 d � x' 3 30� n _ //� . . . __ , � *'' � ! �' I l a � ;�
� � i�a. �,�- -� '� t / �.� 4.1 / / `� I _� r�' �e „'i ' � r c,•��
- _ ` � 1 / /foi �/` •1 ' IClDy.y � � � �y� y/��_' ' . }�. P-� ,��,:= J .�
?' �. _' M � . � `' > . s�, � _ � � 1 . . _J
t � > � n
� � . � � l � , � �1 �G:�`O:�CG .rFei � � �� � ��� �
' , � ,, ��\�03 � - � � .. ` �'�,` J� � f�. '.� � /J �- _� J `
�_...�/ .\ �" � �. � ��
C_
4 a i ,�o �.� • o�'co�1 =r �c sr '�_ �` ` , r" �% � �� - W
• /4 � � /� `-i�'—�i= ,10 ^�' � C� , Z .. _ ;� lL '
ti ,o,.s � �o-s � � �,,,�,;*-�. '', -„ `.: � <:=_: � �
� i . , � `� � ' -�' �.�' ��;^� -
r ` �< � � � `, _ ..
. - -- --- -
. � � "� - -� .� •
S T t fl�.3.!/- `. , ' �, -� �
�, � . / . ` _ 30 '�"� � #
c� �Y s�� `�. �. �.
/
.� � - _ -T�� m�-�T =--t Li a-�= _� � � , s , n/
� _ — ���5', '�\ . �% �!f
�_ � i
��?c��� q;�
\ ��c��y��`� __ :`�,-��s V'
S-�'��# Lt-F Y-},l'h Q��-
�. � a� �j (
. � � � � I
. ��� aL�. �����t �Q��P�,-, ; _ _ � i
�F o�- -�'H� �(''
c�` `T��f"'��_�..c-t- �vY-�S �tsF=�o�=- � � ����
� ��—r�-� co��s�j=�.1c_.-'��u 1�- � �� �T� /`'��J / -
l � � _�` '� __._�
�, — � a��.�s� — —, � �? /��J���-`�_ '�-- .—c;�;
�__ a���_�.�-Q -�-� o��--I ��- . � � . ,. T � „ so � ��;�PEFiTY OF: 70_�_1�.r�vo w�=�-�
� T�"m � 'S � er„r,�o,ion ests Sca�e� 1-_ /� ' �o-C � ��-'� "���,�- T
__sot.iTl-t �c�-�`-C L.��;�.- _3 '�f_ XSoii 3orings - �
W��Z��S���--S���W_�S � �- r �
,4, ��;�c,. �✓crk , �S �1 L-1`d ,'Pfl��Cr�� F�as����
• (-'�o��T —� �.�� - '�L-loa.�
.� �_�>>��y���g� �� � ���yNp Ncte= This system is to be constructed to meet j' ���`� �''�' ����' L� �
' �----- - the M�nneseta Pof(ution Conirol Agency � S-P TEST/NG llV,�;
. Chapter 7080 & Local Ordinance �
- �es�yned 6y.���_�, �/ . ---
.. .:;�'�e . Checic all underg,-o��:�:d �lfiilities r��J:_t_';_, aH. 6'2-497-�565
. , � MOUND DESIGN WORKS�IEET
' � ' (For Flows up to 1200 gpd)
A. FLOW Cs�imatcd Scwage Flows in Gallons per dny
Estimated � ' gpd (see pages D-7 or I-3, 4, 5) , �m�< <g��
or measured --- gpd x 1.5 = �r Ty�� TYr��� Tyr��i� Ty�
flcdroom s �V
B. SEPTIC TANK LIQUID VOLUMES 3 4°0 30�o igg �
� , 4 600 375 256 ���.
�> ! � ;�,"�-�gallons (see pages C-3 or C-5) s �so aso zso ;o
6 900 525 332 '7��.
7 1050 G00 170 �
8 1200 G75 408 �d„�,,,
G SOILS (refer to site evaluation) , ,,
1. Depth to restricting layer = /�f -r�,� inch S ScplicLnkGpacitic;ing.lbny
Numbcr o( \1in'vnum Liquid I.iquid capr:iiy wiJi
2. Depth oF percolation tests = I "� incl es ���m, � .�,
rp ry avb�ee d'upoal
3. Percolation rate '"; �, j mpi z«k�� ,� „u
� Oy 3 or 4 �p(7() �Spp
4. Land slope � /0 "''�a6 - ��p �?�>
�,e a 9 xxz� wno
, o��s ...... ,
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required a ea of rock
layer: Daily Flow x 0.83 =
��_gpd x 0.83 sq. ft./gpd = ;�:-� _; sq. ft. � �F,`S�, = ��,,�i
2. Select width of rock layer (10 feet or less) _ )� ft.
3. Length of rock layer = Area 1 Width =
( si` sq. ft. = , 1 �.� ft. = l,� �;" ft. Rock Bed
f'f•f•!•f•l.f.f:;:f.f:f.J:l�r
1••.••.•ti•ti•ti•ti•ti••..•,.•,.•,.ti.ti.•,.
f•f•r•f•!•l•r.J•J•!•f.f•f.r•:
ti•ti•ti•ti•ti•ti•ti•••••••ti••..ti.ti.•.••.• idth S10(t.
.f.f.f.r,f.f,r.f,f.r,f,r,f,f,f
, ti,.,,ti,.,,ti,.,,ti,,,,,,,,,,,,,,,,,,,,,,
E. ROCK VOLUME '"'''f'''f'''""f'''''''"'
�.• Length --�
1. Multiply rock area by rock depth to get cubic feet of rock;
'.,�- �!sq. ft. x 1. -��; ft. = rj1'''cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
�cu. ft. -�- 27 = �� -� cu. yd.
3. Multiply cubic yards by 1.4 to get weight of r ck in tons;
�"�� cu. yd. x 1.4 ton/cu. yd. _ � tons.
F. ADSORPTION WIDTH �L�-t-( LU�1'3'1
Absorption Width Sizing"1'ablc
1. Percolation rate in top 12 inches of soil is ��_1.'�-s_ pi
Pcrcolatlon Rmc Gallons Ra1io of
2. Select allowable soil loading rate from table on p ge E-; in Minutesp�r Soil Tcxture per day�xr Absorption widih
�'� gPd�f� fnch(MPI) squnre foot lo Rock Laycr
Width
3. Calculate adsorption width ratio by dividing rock layer F����,�ne�o.� • c�us��,� _____ __.._
o.i�a s s��� i.zo i.00
loading rate of 1.20 gpd/ft�by allowable soil load ng rate; o.��os•• FincSand•� o.�o Z.�o
6toIS Snnd Lnam 0.79 I.S2
1.20 gpd/ftZ-t- � '-I . gpd/ftZ= � , !.. � ie�o�o �„�, 0.6o z.cx�
�i�o as su��,��» o.so z.ao
Check tliis value on page E-16. 46�a�, ClayLomn o.as z.�,
� 60 l0 12tl Clay 0.24 S.IM)
4. Multiply adsorption width ratio by rock layer wi th to get s�oWe��nr� c�,y ...__ __.._
t2o•••
required adsorption width;
�?.T.,�x � � ft = ='�.�'� ft
i
� �. G. � DOWNSLOPE DIKE WIDT�I
1. If landslope is 2.9 percent or less, basal width inclu es both the
upslope and downslope dike widths,
2. Calculate minimum mound size based on geometer :
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation . � feet
b. Multiply rock layer width by landslope to de ermine drop
in elevation; Slope Difference "°°"`°""
1 foa Roh d
J x �� % � 100 = � feet �y;��w„��
c. Add depth of clean sand depth of clean sand for ��,�d�, '
��� �, �t ����a��R�
separation at upslope edge (2a) to depth of rock layer to R�,&,W,d,„
rock depth and the depth of cover to find the to al mound -`'`-�`�
Dawn�lap�Wfd�A
height at upslope edge of rock layer; ��`" �_
� ft + 1 ft + 1 ft = 3,� feet �
d. Enter table on page bottom with landslope a d upslope
dike ratio. Select dike multiplier of ���� , �
e. Multiply dike multiplier by upslope mound eight
to get upslope dike width: ,-�, ;% x ? ,� = U feet
f. Add the depth of slope difference (2b) to the pslope
height to get the downslope height ?..s(+ , 2 = �I,�% feet
g. Enter table on page E-18 with landslope and downslope
dike ratio. Select dike multiplier of �� ,"7 r.
h. Multiply dike multiplier by downslope mo nd height
to get downslope dike width: �I • `�I x �I 3� = feet
i. Mininmum mound width is the sum of upsl pe dike
width plus rock layer width plus downslope ike width;
�ft + l O ft + � '7 ft = �l � f et R«ks�a`w�dih'���' �:�u�io�ai�'w�a�hJ:�::::.:_�;�:.:�:.
j. Subtract the Minimum width G.i�from the A sorption '�''`�'� '`�''�''''•�'''�''`�'''•�'' :�:�:::•::.:;•:::
width F.4 to find the Additional Downslope re uired for :� R«k°�a�"g+h'� .,�':�::�
Absorption <:: . ..,::.:::..:.:...:...:.::::::::.�;:�:
u�b��;i�w�a�;��� �:.u�io��ai�w�dii,�-
...... .:....:...
;::.;:.:::;::::::•::•:'.:.
a�,.�l Et - �1 1 ft = -i 4.3 feet ..... ..:..:..::::.::..:..:..:..:..:..:..:..:..:.
k. Add the Additional Downslo e re uireci for Absort�tion�: '^ .
P q C :� Downalope•.Dike��Width�• 1 / .:
to the downslope dike width and recalul�te th Total �
Mound Width which is is the sum of u slo e ike
P P
width plus rock layer width plus downslope ike width �'�'���'''�'''�''`�''`�'�'�'� ''�'�`�'�`�'�`�'''��� `�'�`�'�`�'�`�'�`��'�
I � ft + � D ft + )' ft = � eet �-TotalLength J`�71� . --.�
1. Total mound length is the sum of upslope d ke widtll
plus rock layer length plus upslope dike widt ;
)�) ft + _�_ft + 1L ft = �i � et
I � -fi- C��� -�� I � ) i��Z
wns ope ps opc
3:1 A:t 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:l
9L slope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3A9 �.17_ 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.A1
._1.___ ___ J-19 .. .�4.35� _ 5.56 6.62 8.74 __ _ 2.83 .. __..�3.70� 4S4 5.36 6.14 6.90
3 330 lS4 S.RS 732 � 8.86 2.75 357 �.35 5.08 5.79 b.d5
1 3.41 4.76 6.25 7.89 9.72 2.68 3.d5 4.17 I.Bd S.db 6.06
5 353 5.00 6.67 8.57 70.77 2.61 333 4.00 4.62 5.19 SJl
6 3.66 5.26 7.14 9.38 12.Q7 2.54 3.73 3.85 6.41 4.93 5.41
7 3.80 556 7.69 10.34 1�.73 2.48 3.12 3.70 4.13 C.70 S.1J
8 3.95 5.88 8.33 i154 15.91 2.42 3.Q) 3S7 1.06 1.49 �.88
9 {.11 625 9.09 13.(M 18.92 2. 2.94 3.15 3.90 4.30 1.65
]0 !�9 G67 10.0 IS.00 2J33 2.J1 2.86 333 3.75 4.12 1.44
11 4.48 7.1d 11.11 17.65 30.43 2.2 2.78 3.73 3.61 3.95 416
12 4.69 7.69 1250 21.4J 4).75 2.21 2.70 3.12 3.49 3.80 4.08
I �
. . Pi1MP SELECTION PROCEDt�tE
A. Determine pump capacity:
\Gravity Distribution �� PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to tay ahead of �-c.a.,c��..
water use rate. ToP�,,, .
2, Maximum suggested for delivery to a drop box of a hom system is 2,700 ':.. ...:..... . ,�� _.,.
. . ...������.��loya of CeolntU� FoWk Iw lov•
gallons per hour(45 gpm) to prevent build-up of pressur in drop box. • '�io«nr sa��,». ��„��,.,o��r a u,a..«.�.e
:��wl��red roJn poper)
r or PNlaolton Or11Nd Horl:on�oiiy
Pressure Distribution • • '"'° ` ° "�°` �D
1 • �/�Ptw �`, AI L�osl 12�lo Edy�
3. a. Sclect number of perforated laterals , $ o �.id qa ,,. � o� �aw t.ay.r
���e.�.;-T_�..:.
b. Sclect perforation spacing= ' ft. � ' ' P�rtwollom Luca��d o�
c. Subtract 2 ft. from the rock layer length. ,. c,b�sa,e �,.., eo��om ol Lo�val
��,-2ft.= (�� ft. ,..: _ ., ...: .
Y�. ��,
ak��o� son Propu�r swr�nw
� B�1«�Plackq Sand loyK
d. Determine thc numbcr of spaces betwcen perforations.
Length perf.spacing= L� f t.+ �; ft._ > -? spaces TAnLE OF PERi+ORATION DISCHARGES IN CPM
e. "� � spaces+ 1 = � ��: perforations/lateral
' f. Multiply perforations per lateral by number of laterals t �-teaa Perforationdiameter(inches)
get total number of perforations. „ �� ,�
���. x : �tt,�= '�`�� perforations. �13,� " •
L�' �
1.Oa OS6 0.74
g' � x g�+_ :`i gpm• 2 ob o.so i.aa
2S 0.89 i.17
SELECTED PUMP CAPACITY ��` m 3.0 0.98 1.28
-�gP a.o t.ia t.a�
5.0 1.26 1.65
B.Determine head requirements:
`1. ElevaHon difference between um and �nt of discha e. aUse lA foot of head for residenHal systems.
p p � � bUse 20 feet of head for othcr establ'uhments
/ L � feet .
2. If pumping to a pressure distribution system,add five f t for pressure
� required at manifold �
� feet
3. FrieHon loss � Pipe Lengih �
a. Enter fricdon loss table with gpm and pipe diamete . Poinc of Discharge
Read friction loss in feet per 100 feet from table. �a�
F.L.= a.- (o ft./100 ft of pipe Elevaaon Difference
b. Determine total pipe length from pump to discharg pl,n,p 4��
point. Add 25 percent to pipe length for fitting
loss,or use a fitring loss chart. Equivalent pipe F-18b
length-1.25 rimes pipe length= 1.5 inch 2.0 inch 3.0 inch
�.� j x 1.25 = � k' feet gpm Frialon locs per 100 ft ot pipo
c. Calculate total fricHon]oss by multiplying 10 0.69 020
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total fricHon loss= �lo x �-�'1 +.]00= feet 14 1.28 0.38
4. Total head required is the sum of elevation difference, jg 2.03 0.60
special head requirements,and total friction loss. 20 2.47 0.73 0.11
25 3.73 1.11 0.16
�% 30 5.23 1.55 0.23
�'� + � + �
35 7.90 2.06 0.30
(1) (2) (3c) _40 11.07 . 2.64 039
45 14.73 3.28 0.48
TOTAL HEAD �a '� feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
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).
1
L-l�
- �C?�R"I•�'iCATIO?�' �l OC;27 �oqs of Soil Bo inas
Locatio:� or Project John McDowell , Tract , RLS748 , Parcel 1, East Site ,Orono
I3orings made by ;-P Testinc Tnc . Steve Sch�r^�ers _ Date 10-17-89
C: ass��iction System: nAS�-'.J ; USD�-SCS X ; Unified ; Other
nuqer used (c'�eck two) : H��.^.d X , or Powe , Flight , or Bucket X
� 2
Denth , P_�or�r.g number 1 � hD pth , Boring number
��,z � � n
fee'� � S��rface elevation 102 . 6 i 1f et Surface elevation 102 . 9
,
� _ � ' ; � - � -
i Topsoil dark brown loam + ! ! Topsoil dark brown loam
, 0 - 10" j � � 0 - 10"
� _ Brown clay loam � I 1 - Bro�m clay loam
�
10" - 1:-1/2 ' -MOTTLING I
1 Olive brown clay loam 10" - 1 ' 10"-MOTTLING
,, � Rust olive brown clay
� - t 1-1/2 ' - 2 ' 2" � 2 - y loam
; , 1 ' 10" - 2-1/2 '
Rusty olive brown � �
clay loam � I 3 _ Rusty gray brown clay
3 - I loam strong
2 ' 2�� � 3 � 4�� 2-1/ 2 ' - 3-1/2 '
. . � �
i Rusty olive brown I Rusty gray silty
c� - j loam � 4 loam
� I 3-1/2 ' - 4 ' 8"
� � �� � ( I ra brown
1 3 4 - 5 Rusty g y
5 - 5 ' loam
� HIT ROCK 4 ' 8" - 5-1/2 '
j � Rusty olive brown loam
5 - � I I 5 - , 5-1/2 ' - 6 �
i �
i � i
,
� - ` � - ---
�
�
i � 8 �
Q - _ 's
1 '
1
i
i !
� I i
!;nd of borinc at 5 � �eet. End o� boring at 6 � feet.
�tandir.g ����'�er ta�le : Standing water table :
present at {e�} of c:eatn, present at feet of depth,
'�o�.:rs �a{'�er :�o�,�:��; . nours af ter bor_ ing .
�:o'� nr_es�r.t �n ho'_� X Not oresent in hole X
�,c,r,�'�.,d so�� : hiottlec', soil :
O:��erved Zt 1-1 2 '{ _ } Observed at 1 ' 10" feet of depth.
.---�- _cc _ o� dep*�h.
�o'� L r�scnt irl ho� � Not present in hole
�'�.�.�.,.,+-S ; Cor�r�e~�'�s :
i�
L-!3
�r�,�7rP.r-,Tr•�l•..r JL.\, . �n�J27 L,OC_S Or �Jpli P, r�'1�C`S
�,oc��'��on or �?.reJ�c'� John McDowell , Tract A, RLS748 , Parcel l, East Site,Orono
',or; -�c• ^�acle :�v r-P i'�s'�_nc, Tne . Steve ch�r�^ers �ate 10-17-89
:',�;,;__�._C'�1011 S}�S'�e."1. AA�::�� i ��JD�-CC X ; '„�ni f i od Othe�
I��_�;cY us�d (c��c'�: '.:� ��; . .:�nc� X , or Pow r , Fl�c.ht , or IIucket X
, ,
_�e��t'� , ; �orinc n;::n�er 3 i ��t�? , i Borinc n�amber 4
: ,, , � „ �
�c»t ; SuY=,-�re e��vat;�n 103 . 3 i � Pe� i S„rface e'_evation 103 . 9
_ ' � I �
� ; �
- ------- — - ; 0 - -
Topsoil dark brown I ; Topsoil dark brown loam
� loam ' ' ; 0 - 10"
_ ' 1 ' 2"-MOTTLING � � 1 _ 1 ' 4"=MOTTLING
` � 0 - 1 ' 4" ! � Olive brown clay loam
Gray , „ , „ br wn clay '
, 1 4 - 1 8 Qoam � ; � 10" - 1 ' 10"
; �
2 - ; ; , 2 - Rusty olive brown sandy
� Rusty gray brown , ; ' loam
, clay loam stzong ! � 1 ' 10" - 2-1/2 '
� Rusty � y
i � � i 3 _ � 2-1/2 ' - 3��ay loamWst c
_, - � 1 , 8" - 3 ' 2" i i � Rusty 3 , - 3 , 4„ gray loam
i Rusty gray brown ' i �
� loam � � � Rusty gray silty
' ; loam
4 - � 3 � 2�� _ 4 � 2�� Ij ' � i -
! r
3 ' 4" 4 ' 4"
jRusty olive brown ' � Rusty olive brown
� - ; loam i 5 - 3 loam
� i� ,
�
` ' 4 � 2�� _ 6 � � 4 � 4�� _ 6 �
� - � � 5 _
i II 1
�
i I
7 - ! j 7 - -
i !
, I
i �
8 - ; ; � 8 -
i � �
; j
� ! !
� ' l
I ' � �
17 �' �!' ' 1 I J 1..; +
,n�� oL bor:�r.g �, _ 6 f�et . nd of bo_�ng a _ 6 ' feet.
:,`a�id;r.a c;�a��Y '�G'U�e : S'�anc?ing wa'�er table :
��re,�:�t a� reet or de�`h, present at feet of depth,
nc���-s �'- _�r �o�-�n�� . '�o��rs after bor�na .
'�:�'� i resent �:� �o'.� X Not preser.'� in '�o�e X
�,�o�'��,cl so,�_ . � '��o':'����,' so; ' :
���s,��-V�-? -. _ 1 ' 2�� r��F' or ���„�}:^ . O�served at 1 � 4�� feet of depth.
:�'oi:. ^r�sen} ,�n '�c1e '�ot present in '_-�o'_e
''o:,...,,,,�+� . �'o�.R,�n�s .
L-l�
. E�RTT,�•ICnTION # 00627 Logs of Soil Bo in s
Locatio•n or �Project John McDowell , Tract ,RLS748,Parcel 1, East Site,Orono
norings made by S-p Testi!n Inc . Steve chirmers _ Date 10-17-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : fIand X , or Powe , Flight , or Bucket X
Depth , Boring number 5 Depth , Borinq number 6
in in
feet Surface elevation 104 . 4 feet Surface elevation 103 . 9
0 - 0 -
Topsoil dark brown Topsoil dark brown loam
loam 0 - 10"
1 _ � l � 1 - 1 ' 2"-mottling
Dark gray loam Olive brown clay loam
1-1/2 ' -MOTTLING
1 ' - 1 ' 10" 10" - 1 ' 10"
2 - 2 - Rusty olive brown
Rusty olive brown
loam clay loam
3 - 1 ' 10" - 3 ' 3 - �1 ' 10" - 3 '
Rusty olive brown sandy loa
3 ' - 3-1/ 2 ' stron
� 4 - 4 - Rusty olive brown
Rusty olive gray sandy loam
silty loam
5 _ strong 5 _
6 - , 3-1/2 ' - 6 ' 6 ` 3 ' - 6 '
7 - 7 -
8 - 8 -
L:nd of boring at 6 � feet. End of boring at 6 � feet.
Standing water tabXe : Standing water table :
present at feet of depth, present at feet of depth,
hours �after boring. hours after boring .
Not present in hole X Not present in hole X
Mottled soil : � Mottled soil :
Observed at 1-1/2 '� Observed at 1 � 2�� feet of depth.
feet of depth.
Not present in hole Not present in hole
Comments : Comments :
li
yn. nm an� !7
__ ..._ ., .. _ �. / .
. I'�??�'?�,ATIO\ '?'ES'T ATA S�ILE': . -
S-P Testing, Inc. 10-18-89 l; 58 ������
Pcrcu!ation tctit re,idin��s madc bv o� st�irtin�� at �r-;� '
�J�rtr) c �_�
'I'e.eholc !oc:itic.�iraCtA,RLS748 ,ParCel l,Ea��ic�it�ti�rter 2 , Datcholcwas rc, ircd 10-17-89
P 'P� —
Jr,r,th of ho!c bc�;!vrn 18 inches, lliame'er of hole 6 inches
Soil c!a!a!�rom te�t holc:
I?eT'`:, inches Soil texcure
0 - 10" Topsoil dark br wn loam
10" - 18" Brown clay loam
�?c�l�od of scr<<�c'.�in`,tiic!c��-a:l . Knif e
De,�:`�ot��,ravel in 5ot:om ef ho!e 2 inches
10-17-89 9 : 30am 12
Date ane' hoar of initial watcr�i:lin� , Dep[h of ini!ia! w• er illin� inches ahove hole bottom
�?c:hod used,o maintain at ica�: 12 incnes of�vater de;?th in hole for at lcast 4 hours AutomatiC s iphon
, 'vlaximum w tcr depth above hole botrom during tes� 6 inches , •
I'ime j � � Percolation '
Titne in?erva!, � Nleasurcment, rop in water rate, Remarks
I minutes i inc!�es I l•vel, inches � minutcsper
�
inch
1 : 47 : prefill ' 6
1 : 58 2 : 28 " � -1/2 , 20 . 0 30 min
__
2 : 49 3 : 19 " I -3/8 ! 21. 8 i " "
�
3 : 2 2 3 : 5 2 ' �� �� � �� i �� ��
i
�
I
�
, j ; i
I
. , �
� i I
�
� ; ' � ;
-- � ..
, �
P���o':�t;o� ra:e = 21 . 2 „�in;!.�� ��>r i��c�l.
� II
Crnm , -,��r���
. ��:�coz,A���.o:�T T�s�r f�Tn s��.�;��r ,- -
I'rrrc��a!ion trst rra�!in�,s m<<c1c by S-P Testin , Inc . u�� 10-18-89 �tarting at 1: 57 � '
�,,,,�,
Tract A,RLS748 ,Parcel 1,Fa�st te 1 10-17-89
";'ctit ho;c?ucatior , �lo.e num �r , Date hole wa�preptirc<{
Ur;�th���ho!e hctern, 18 i.^,c;�cs. Diameter o�hae 6 inches
�(�'.�l�:l'.: �Il�fl! r�l, ����'C:
`���r,�� , ;���,ti 501� :tXIUfC
i
0 - 10" To soil dark bro n loam
10" - 18" Brown clay loam
�'��r'�cc'��srr�.ttc�i�n�*sidcw�t;�
Knife
2
✓l'�)��7 l�� 1_',f:!.\�l'� il`.�l)?'0!1?0� }`:Qi�_ inchr�
10-17-89 9 : 30�m . 12
llatr :u�d:^.oar o'�i!u'ia; ���atcr fi!;i,i� ,��pth of inihal w• er tilling inches above hole butwm
� � . ,, � �� F Automatic siphon
�1��.�,o�u�e�to�.�.�n.air. a, lea�. 1� inche`of�va.cr c.e h in holr _or at least 4 hours
6 r -
, 'vlaxi�Yium ater depth above hoie bot[om during test inches �
'I�ime � � Percolation � '
Tin�c intrrv;il, �� �•lea`aremcnt, � rop in�vater I rate, j Rcm�irks
minutc5 I inches i •vel, inches � minutcs per �
� j inch
Water remaining in te�st hole � �
1 : 57 2: 27 � 6 � 1-3/8 j 21. 8 30 min
2 : 5 0 3 : 2 0 ' " i " � �� �� ��
, �
3 : 21 3 : 51 �� , �� I �� ', �� ��
� t �
�
� I '
� ; � �
i I � �
— � i
� i � I
i i i i
�
i r I I �
- i I �
� �
I i
I I
21 • 8
f�!"';;ll�:l:!OIl 1'P.�l' = I''.;Ill:!lC ,•��f 1!1C�'..
�.. _. � .r
. , . � ' , � . .,1` . .. . ��w'�'. . .
C�rT . �C.n�2'!
. '�'I;I���Q��1'Ti0\' 'I'��T DA�'A S1iLET , _
, S—P Testing, INc . 10—.18-89 1: 59 �'.n�. 1
P�rcc,:�ition tc�t ma:�i����r.�a�.e�..: on st.u�ting at �. ,
TractA,RLS748 ,Parcel 1 , East Si e 3 '''""' 10-17-89
T�st ho:e loca;ior�. , I{o!e num er ,Date hole was prep.�red .
18 6
Ur�!h 0: flO,e bot'.om :nc!�e�,Diufneter of ho!e inches '
Soil c1:�!a Crvr.�tcs!hofe:
Jcpth, inchcs Soil tcxture
0 - 16" Topsoil dark rown loam
16" - 18" Gray brown cl y loam
:�leehuc:o�srr::!chin;,s:de�vaf, Knif e
llrP!h of��ravcl in ho'!��r,�of ho�c 2 inchcs
10-17-89 9 : 30am 12
D:�t�an�' hour of initial wa;er fi:lir.� , Depth ot initia! «-•ter filling incheti above holc bottom
Y!cthvc: use� 'o maintain at lea�t 12 ir.che�of water clepth in ho!e for a least 4 hours_ , AutomatlC s iphon
,_,vlaximum atcr de�,�n above hole bottom during test 6 inches y �
i Time � � I Perculatioii '
Time � in'�rval, � �Iea�urement, i rop in water rate, I Remarks
minu!es I incfles � eve1, inchcs minutes per
' � inch
, Water remaiining in test hole I I
1 : 59 ; 2: 29 , 6 1/16 � 43 . 6 30 min
2 : 4 8 3 : 18 ; " , " " �� ��
� i
3 : 2 3 3 : 5 3 ' " " " �� ��
,
; , i
�
I ,
I ;
, ! �
� , I
, ;
- , �
j ;
, i
�
i
�
_ i ; i I
; ! , � ;
I i
i i ..
Pcrcu:ation ralc == 4 3 . 6 .�,�r.ur,�ti�cr inch. �
I'
�r�m ��nr^�
C._._ . 1t JL i
?'I;??CO'.��'1'ION "TFST ATA SII�:F,T
10-18-89 2 00 :�.r��.
E':�rrr::�•.io���.c��re.:c!in��s mac:c`�� S—P Testing, Inc . ��, st.utin`,ar
,i . TrdCt A,RLS748 ,Parcel 1, ��Eas�t�b �te u4�_ Datcholewns rc ir��� 10-17-89
Trs. .�ole .oc�it;on � �'`
I�r��th r!'!���:c tic:tcir 18 inchcs, Diame?er ef�,ole 6 inchcs
Sc�il �!.�'a frum tr:I t�ole:
D�o,h, ir�::h�s S��i!!cx?ure
0 - 10" Topsoil dark br wn loam
10" - 18" Olive brown cla loam
ti1cthod of scrcUching sic:cwnif
i�C��:fl l�� ��ravc� l(1�VIIQIII Qi hO1C 2 lf'CF1`=ti
10-17-89 9 : 30am 12
Da;e und hour of initial wa�er fi1Ln�_ , Depth of initial w; er filling inches above hole botrom
Automatic siphon
:�te!hc�c!u�e�to mair.t,�in a!least 1? inchcs of water depth in hole for at least 4 hours ,
6 -� -
, :vtaximum ater depth above hote bottom durin�test inches •
; Tlm� I I Percolation �
Time � interval, Vleasurcmen!, � rop in water I � rate, lze,narks
i minutes i inches I evel, inches minu[es per
�
i inch
Water rem�ining in test hole i
2 : 00 i 2: 30 I 6 1-1/4 24 .0 30 min
�
2 : 47 � 3 : 17 i " 1-3/16 25 . 3 " "
3 : 24 ;
3 : 5 4 � " � �� I �� �� ��
,
! � I
� �
j j
�
I i
� i i
- i
I �
II - ' �
� � �
.;
I i
24 . 9
J'CfCOiit�t011 CiCC = i�,:n,�rrc nC.'1RCh.
i
�,*�-.m � :L�l Il,��'� � .
. ��xco�n��o�T ��sr ATA S���r�r , _-
S-P Testing, INc. 10-18-89 2: 01 a•"�
�
f'rrc��'ation tcst rru�li��rs m:�c!c '��� on starting ct , ��.m. �
TractA,RLS748 ,Parcel l , rast Si � 5 '��'`' 10—
"'.'c�t hc�'.c !c��;r.io�� . }{o!e!iumb r , Date hoie was preparccl •
lg 6
L��n�.`�c,(��o;r bot,r,,, ,.^.ches, lliameter of ho!e inches
Sc�i: c'; ... '��nm t�_•, "r:�:
I��,,irf� ;!�,•� �Uli !�XIUC�
0 - 12" Topsoil dark b own loam
12" - 18" Dark gray loam
,. Knife
`?cc��:>d o'��cr;tch�.,_. �icl«va::
- 2
�ll'J�:h oF��,ravel iI'.���f:Of?l O� `:�,!C I(1C�?:S
10-17-89 9 : 30am 12
lla:� and hour of ini:ial �va:cr::ilin;� . Dcpth of initial w;! �r fillin!, inches above holc bottum
;v'<<�ic�d use�i to m�:in�ai^ at'e�<' '.2. inche�oF water c!e�th in hole for at east 4 hours Automatic siphon
6 � -
__. , 'v'aximum w ter depth abo�e hole bu!toin durin_�tes� inches •
"ri�l�` ! , � Perco;ation '
�
'1';n�c i^ter•,:.'.. �^ca�uremcn', i D op in��•ater �'� rate. I Rcmarks
minutes ! incnes � I vcl, inches � min�tes per �
' '� inch j
�
Water rem�ining in test hole ; i
2 : 01 ; 2 : 31 ! 6 i -1/16 i 28 . 2 30 min _
2 : 4 6 3 : 16 ' " ° �� �� ��
�
3 : 2 5 3 : 5 5 " ! �� �� �� ��
'
�� i � .
' — ; �
I , �
�
i ; i
� i I �
� � I � I
I I i ( -�
' i I
� �
)�C!'�:'(��:;L:(�fl f;��.!C == 2 8 • 2 min!!tc�per!P.C�]. li
� C��'.'^. *�0G27 ,
. I',L��',RCOL��'��(,�1 T�;S"T ATA SHEET , -
S-P Testing Inc. 10-18-89 • 2 : 02 ��
� � . , �� �. . , „ � '
I'�rcc,�:'�or.':s,rr:c.in�,s„iac,c,bv on start.n�a. n m.
• �,�„�r,
TractA,RLS748 ,Parcel l ,Ea�� Si e 6 10-17-89
"(�ctit hv',r !e�ca!i��.• , }�o.e n��m er , Date hoie was erepare�l
U�rth uf holc hn"��m 18 i�chc�; lliame;er ef hole 6 inches
Suil :::i::i 1'ror.�tc�t!;u:c:
Dr[>;h, ir,rl�es Soil texture
0 - 10" Topsoil dark b own loam
10" - 18" Olive brown cl y loam
,. Knife
�1c.��,_: ��: �:.,,._:�ine sic!ewttll
2
Dc��[h��(�,ravc; i�l bot!otn c�l hofc inchc�
10-17-89 � • 30am. . 12
D:u�:u.c'hour of initia! �va!er fil;in� , � epth of init�al wa er fillin� inches above hole bottom
, ,{ { , � � � , I � � Automatic siphon
'�?c;.0� use�.[o m�.in.ain a.least 12 inches of�va,er c.e�th in hole .or a, cast 4 hours
6 � -
_ , '�laxirnum w lter depth abovc ho!e botrom during tesL inches •
� 1:�>>c ' j Percolc�tion '
'��imr in:�rva'. Mcasuremcr.t, � D op in�vater � rate, Rcri�arks
minute� inches ' 1 vel, inches minutes per
' ' inch
Water remaining in test hole i I
2 : 02 ' 2 : 32 6 i 1 3/16 i 25 . 3 I 30 min
2 : 45 3 : 15 " " i " " "
3 : 2 6 3 : 5 6 �� � �� i �� i �� ��
i
' ; I
. ' �
i i �
i
� i i
— , �
I ,
---- - i
-- �
" I
------ ,- 'I i -
---- -�- �
� i
� �
�,, , __ 2 5 . 3 . �
�rrv.:�•:un� ._ ^;:n�...�per irc 1.
PERFORA7ED �OAMY saND CaP
LAYER OF GEOTExTt�E
LATERQLS FABRfC �PERFORATEO LATERAL"
.�<<-;��.__..--- � .
•�''� " '" "'�_� .._. GRASS COVER 6 INCHES ,
saNOY �onrn soi� ` � ��"' '-?�� ' TOPSOIL .
� , ��-'y'� '' , '.r _LEAN SAND FILL �.
' `'� � / � '.'f�. M SLOPE—^ .
� �� / . NAXIMU
i ., i. / .;!�`� 3 TO I .
% � ij�' CLEAN ROCK 4'
LAYER OF GEOTEX7ILE �. � � ;���`y� F � y To�spi� ' 3is To 2'iz �NCNES
FABRlC OR �-ttdH-tES-9F �� ,, f ; / l, PlOwEO oR •i. s�o
D�SKED SUR�QCE ,
/ SUBSOiL
?/�,, ,��� / F' %
.r;. / ��i" � �' � CROSS SECTION A-A
I�/ OR 2` � ' ' %i' �
•�^.' i/� �,� �: / ,'
PIPE �ROM PUMP� � . � ;%
� ,/= � ' '
_��� � , �' ,/,•
� P�PE FROM
/�- � j �J /, PUMPtfvG CHAMBER
�'
3/9�- 2�/ � ,�% ' "' � \� � 1 11
CLtAN F�OCK '� �•� .�'� ^ � � DIVERS�ON FOR � � �
. ,/' � ,+ / J SURFACE WATER � f
�' / Y � � i/ �'/
6" TOPSOIL�, � � -- -
� /!/ ,/� / / Q
. :. . .1 •� �- /�� ;�� _ ��.- - ---� :_
-<,�• .�-t���. y' i 1�� ,��� -PERFpRGTED I I �
-��r��(. . � /��� 3 � �ATERALS � ' I
, r9�' i. MQ . �
_, � _ "`�� � V `_ k � •:t�1: � I
<, _-.�,L�� ��: �2,. . � �. _ � . � .
,.;,.-�: , ,
. .0 ' S�OP�W� z, .;:. ,.1 . ;,:,:.: ;._��a':. — I , � .
l ��. "as �;; ; _
SqNOQN . . . •�-' -'c�+� 36" � 1 . .�' BED AREo � .
F�l� S�D~u��zj, ���': . I -- ---� I W .
BRpkEN YER �����< . — � - -�' � � :-
UP ••,�' _ ..�. ,���`. I � o .
�..
Bq rvAr�R: ``�� _ Q — w W � m Q
i �RI A� - I z z
' YER = — —� i ; o ; o � — — , _
� _ INCHES (-�Q#Q INCHES --
LAYOUT Of PERFORATEO PIPE LATERALS FOf2 — � � ' ; I
PRESSURE D1STR18U710N IN MOUNO ' �
L� '—� — —� I
OIKE ----+�=0 FEET�_DiKE
- MAX.
�PERfOROTED PIASTIt PIPE _ •�
TOTAL �N�OTF1
SPAclNG .`. , ��
�PERFORQTIONS SPACED 36' RFORafrON � � � � I I , • I � ,
ON CEN7ER. PERFORATION � PLAN VIEW
VIEw sizE ►nnr BE 3��6: 'hz: �.j6.. ;� P E
-- oR i,'. ,
/ 2�MGNIFOID ENO P£RfORATION OF A PERFORATEO LATERAL ,
'i�� . � PIPE ''
.� �W cas Corar
� PEAFORATIONS ON 60TTOM Of 'f
PlASTIC P�PE ' ss� Towou `��
9Q�' �/ t<�-r - �� � � � . .. . laYv o!Gw��anl• FoLrlc Frfar�
// Lnas/SaM loy�r
_�IALTERNATE LOCATION • � *^-'��9�^'}'
,/ OF �iPE �ROM PUMM) �
^P�rbrolwn OrJIrJ Horlionlally
,r�{ Wo C D �o� Top
/� ��/��� � A� Lwu 12'lo ECp•
EN� CaP apti � A�, a� FNa R«k_.. _:'.' oi a«r �r.�
�� �arER , _ _. - _P.,�a�������.a o�
�� oR a r E� Z�PIPE FROM . . Clw�SoiW Lo r�t Bonorn al Lo��rol
'� �ERF PUMPIlJG CNAMBER , y��
GiN � ' Orlpn�l $o/l Yrop�rly Stor�fi�d
\ r F.N A.�-.. o,,,�,�� s„� �o�..
. ' , I ♦
�_V I
��
REOWOOD, CED(� OR
WATER TIGIIT E1� LOCKABLE ELECTRIC �OX—� TREATEO POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNEC710NS- �_INSIDEL BOX��C CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE 80 -`-
MANHOLE COVER CHAINEO 8� LOCKED 6�SPAC LOOP OF POWER CORD FOR
-T- SETT�EMENT
;EALED MANHOLE f71NGS-- �
FINAL GRADE
,,.j• \� AT IEAST 12" / '�'�
UNION � �ELOW GRADE
WIRE FROM POWER SUPF'LY
-- � —~� � P PE IS LAID ON A UNIFORM SLOPE FROM
— --" - P MP $TATI�N UP TO SUIL TREATMENT MEA
/�� , F Ft PROPER DRAINBACK
SEAI.ED TANK COVER- �—IF P�PE AT TANK MUST BE LOWER TI IAN
U ION. TO GET ELEVATION FOR ORAINE3ACK,
PLASTIC ROPE OR CNAIN A �/� INCN WEEP HOLE MUST DE USED
WITH ANCHOR---� _ yy EP HOLE
ALARM FLOAT ON SEPARATE
EL[CTRICAL CIRCUIT--
NO ES� EIECTRICA�WIRE FROM POWER SUPPt.Y
__S7AR7_I�EV��S7_._;�r _ _ MUST NOT RUN OVER ANY TANKS 8UT
MUST BE LAID BESIUE OTIIER TANKS
3 `� A�ONGwPOSBE PL�CED IN CONDUIT
SHUT=OFF_LEVEL`Q_ _ __ _ _ EI.EGTRICl1l. CORDS FROM PUMP AND
FLOA7S MUST BE RUN THROUGH
CONDUIT. WIRFS CANNOT NAVE GROUND
PUMP CONTRO� F�0l1T- COMACT.
000 ��I
,
Figurc F-R
.
METAL
COVER
� + �r _`�_ •� u�� y�. b
,� , - ;, � -
'�� ` I� � � , . ,�.y.,.
7 '
� 't'-- t: � 'y
I >� i, �
I � I
_ � %Y.. v .�,:�.:,-._. I
`!A' '_ "' __ �
CONCRETE ,r�+�`
MANHOLE
RING
METFIODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED E TRY
Fiburc C-14
I�
_ ._ .
.
VERTICAL SIDEWALL S PTIC TANK
FINISHED RaoE
/ .
�- A'�T LEAST��� 6"T 12" SOII. �T LEAST
4" DIA. � COVER 4� DIA.�.
� AT LEAST I"
MIN AT LEAST I"
� -- , .,.�.
_ �1 '�- - '' T—
A DIMENSIUNS FON TANKS WITH VEI�TICAL_SIDES A
-- � �. - . - �—
"-- WiOTN, W 24� MINIMUM __..---
' �ENGTFI,_L_ 2 TO_3. TIME TF1E „WIOTH _.__
g DI�METER fi0" MINIMUM i_„_ r
� DE('TN D 30� MINIMUM• 78 MAXIMUM C
, __ A L__ 0.2 0 _._. ------ �
� �AT LEAST -B � 6" MINIMUM�_ _2 D MAXIMUM _ 6"
3,� � __ 0 4 p —.._
— — —AT I.EAST 4 FE T-- - -'-"' —`'
�+o��s: '
t. Sn�+ilni�vlfCS�ltf�S�����CufSiNDv�µF1Ft1 �. A �K�EWVERSSIULIhf.IOCA�EDW�111N�7iHG�F9.
t. l�l[�1F.S�INLUC:O�IC0�11K7�1F.MNlIqIC$.T7'lfASi K� IEINW1KXEl9Y'AIIM1611(NG�E90F111CSlNYACE
�111X.17SKN�NlU l(H:�If I/WIII IYl6{EE 1 CX Kl(N�Ic 1� O()VEII A1/S1 UE 6EGA[D lOf'IEVCfII ACCCS4
W^��q 6 �['� �1UNUt9fM�CE0C7YVEENFNUO�►�LEif`r'F.µU
�. /wr�til'lCI�ONf`it'fOFA/LEnS1�W(;��C9M�1af:iE�1 NE STPOrJiONOHfflCBlV�1lUENU1CSS1iNNtWC1�l4
Oftn�M�a�OlES�✓�.iRklOCnlEOc�vE�D�t�11�EiMET On nt��kiIVW12►1C��ES
N�(xl�lLiUCvICLS.7��ECF1�lEliltNCOflif.M�V'FCI�..:�tl 6 f I101tl2(X�II�ICYIRIfN1�CJJ.1/Jlll,^�OIAACIlf�f�lAIS0.150
PiPES SINiL UC 111C RMf A5111C CCNIC�111NE�iNE AN DIr..F.NSIpN C lu 0.15f/. .
ONflEO�'CNINGSO���/�N��NIV7CL5 A11U111)INtiI'ECIION
I�Y`C k�`•T RF IOC�ILUE1kIWffN T11F.�KEI M1�cX1�1 fl
n�u r�rs. --
.
• __._ - - ---
PENCII.
�� •.,
�
�
6 �
�y� MAN O•LE �i ''., �' �
� ,� ,
`�
INI.ET ` � SCUM �. !� OUTLET
�� �-=�-�^-�;�:, �
.• T LEVEL ��'� (� j.� �''
� •;,'��OUTLE •'i,�3 .�'.
; . ; �
i: . _.. --•- — — �{ .� i
—...— SCUM CLEAR SPACE== �� � CLEAN OUT TANFC VVNEN�
.� _ — .—_ _ _.. �•• • — �i �1 IS 3' OR LESS OR
�� � 'B" IS 12"OR LESS
-- — _. '1' 8
,:, - _ -- _ -- _ -_ — � 1
,
� - - ` r.
:;�, 't:.':;:`.:: � � . . •. . .';; •.
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INSPECTION NOTICE SCHEDULED -� __��_
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DAT TIME
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