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� LOCATION
11NSPcLTION RECORD PUMPOUT RECORD SKETCH
DATE COMPLIANCE DATE GALLONS
��Y ��ME —f-`�— � � �
'��O2- s•rs rFr4 n+o�- co c�rt-D � _
�'S-$�, Z �NSP R�SE RS ►'�s�iQ[E Z ��:� �
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� �N �
I
, 8 \
c
��\�J� n
-}re�,,,
� 7,�„
------- / — 2
�3 — �5"
c'—r2' �o'
Include: 11 Well locetion /�'�O'•
2) Diatence from house to
septic t;anks,dist.box,
C- CONFORMING S-SUBSTANDARD N-NONCONFORMING and drainfield
3) North arrow and road
� CI1 Y Ut�O}ZUNO Date
�.;I�DDRESS � Conn�ct�d to
''Co�E SF.PTIC SYSTEM INVENTORY CARD Mun�cipst Ssw�►
Addnu�C�� N �1�c1��ti1 I�p PropsnY I.D. _27-11�.-2 3 �3�/ CCC .-, WELL DATA
� St�ndard tr�nch I I
O Mound
Sy�t�m type O Othtr Lsp�l Dsscription y/3^'7 - �j p/�J � �
Permit No. �(' i� 2 y�3 y D��of I t
psrmit �/-T- 7/ instsll�r v k S
No. Bedroortu Gerbepe c �
Buildinptype (�'�(ppvCE orGPD y /PI�' I,.�undry�Dishwasher X Disposal_� �° - I
� O
SEPTIC TANKS: Materisl G o
GD�city t) /C`nC� 2) SC�C7 � ¢ �
Proper outlet�nd inkt Beffles Uquid depth to RO levsl � � �
a �
H�ipht of t�nk bottom above w�ter Uble Distance to nearost buildinp H �
b
DRAINFIELD: Totel lenpth of Ifnes Number of Ilne: Tronch width
Y (!!)
Total treatment aroa(tq.ft.) �t7�'7 Fi�iqht of drainfieid above water tabie � ` .w
U �
Type of filter maprial �i�ty� � � = �
c
Distance from nearost bldg. Tib sizs Perc rate min/in � 8 Q� c
« b v
Dspth of fill over drainfield Depth of rock over tile u�der tile � a � �
w E
� a U �
No. 7226
Invoice
:
•� ullivans
ervices, Inc. �
3660 HWY. 101 SO.
WAYZATA,MN 55391 Date .T�11� 1�+ 19�EL
473-4300
Denny PlBtt�ter
809 North Brown Rosd
Long Lake, Mn. 5535b
. , , , �.
� ���y . ,.
:Fe.e/°�.�c�",�'�A'F._`,s�4F�c�'i':�'1+r':'.�.:*'x;�` ,T,+--_ �`i."75,:?1b�t3.7_7d�:`d �s, .n.w.i:.'�b:L�fP��f�l.�Ff.�3fa@.�±[��� R�I+�i�
Detach and Return This Stub With Payment.
- --- -.._
� � � • �
7/9/8b Clean Septic Tank 95.00
4' - 4" PVC 5.16
1 Clean Out Cap 3.65 $ 103.81
ALL ACCOUNTS ARE DUE IN FULL 30 DAYS AFTER RECEIPT OF THIS
STATEMENT. A FINANCE CHARGE OF $.50 OR 1% OF THE PAST DUE �
BALANCE, WHICHEVER IS GREATER, WILL BE CHARGED ON PAST DUE
ACCOUNTS. FINANCE CHARGE IS COMPUTED BY A "PERIODIC RATE"
OF 1% PER MONTH,WHICH IS AN ANNUAL RATE OF 12%.
�-�� y�� -o�_s� �;
ANDERSON TRUCKING & EXCAVATINC�""�� ��3~ '��s'�
R - jn.���� � ,rs� r� �>,Sc. -
DELANO, MINNESOTA 55328
(612) 972-3362
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��:�"�.;i.,:i'�� 81'i'�iefil§'w�i1 4i CA1,eMi/AlN�4l
103G5 Co�►�ty Road 1? S.E.
Delan4, M!N �
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � ��
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Owner• �;�lh)� Ct _
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Permit #'s• Dai � • I
City ordinance number 100 requires J—
The on-stte seuage treatment systec _ ,`�_ - -- - " �
checked below.
(This is � an existing . _._----- �
SYSTEM CONFORMITY (1-3): � -� l
1 "CODE SYSTEM"-A system uhich n - I
Codes, and which is operati =
without discharging any pol �+--'
2 "CONFORMING SYSTEM"-A system M ', -
current City Codes, but uas .,
is operating satisfactorily I -
any pollutants into ground o
3 "NON-CONfORMING SYSTEM"-A prohi `_--
system which may or may not �
Codes and which is failing f�
between the distribution devi -
(The limiting soil characteri; � _
characteristic has not been ic -
� �rc3--h`�--'�''��
TANK CONDITION (5-10): � - ��.]�L S� _
� r.a Sk
T�qk inspection indicates: �a_�
�y Pumpout not needed at this time. �1��
6 Solids accumulation in tanks indicates �,�`�
7 Solids accumulation in tanks is at a ci
8 System is discharging to the surface. ��(� ��� c> -- "
9 Inspection risers missing-tanks could n � 'r
tank at next purtipout. If tanks f ��G ---
out now. �j
-
10 Inspection pipe is located directly ove -- � �L�� �-- " _—
I f tanks have not been p�xnped out � I'�/( -->� --
_ IC
/ �� _
DRAINFIELD CONDITION (11-14): � �l�
Drainfield inspection indicates: �d /
� Drainfield is dry, no surfacing evident. �� , �� �� fJ
1 Some evidence of surfacing, not critical y� � � ,� �`��
-13 Drainfield is saturated and visibly disch � � �(p�� ��
immediately. Repairs must be complet C'��
14 Drainfield extent and condition unknown.
�
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ����C�
COMMENTS:
.
Date of Inspection ptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the prE�nises with the system loc�tien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lakc Mi�znetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER ��i?YIfS f . T"�� �PTPY"' ADDRESS �� /�� . ►��� ��•
PERMIT NO.'S. ��'����/ DATES �`��� CONTRACTORS
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is F�1 an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
� 3 Does not meet current City standards in many respects relati�g to design, construction,or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply,or is a source of pollution to surtace or groundwaters,or is
creating a safety hazard,or is otherwise creati�g a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: � Inspection pipe is located directly over tank baffle. (Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drai field inspection indicates:
should be pumped out as soon as possible. � Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected. effluent to the surface. This condition may require replace-
Inspection risers (4" dia. pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) 4 Adequate
❑ High water table � Low �J Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface di charge.
COMMENTS: � �l/Y �P�OY�� li�I('n/ Q //�;l ; '���II1K.'�"i L.1L�v�L �G�JT �ti'Yt� / ��I �
G�'� S�c?t��� ��, �hbP SC�7��
/�-��� _ � - �'
Date of Inspection S ptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
SEPTIC SYSTEM INVENTORY
Addr: 809 Brown Rd. N. PID: 27-118-23 34 0006
Building Type : residence # BRs/GPD: 4 # Systems/units : 1/1
Permit No : 2484 Date of Permit : 4/5/71 Installer : unknown
System Type : standard trench Appliances : lndry, dshw, dspl
SYSTEM CONDITION
Conformity: 2 Tank Condition : 5 DF condition: 12
Failure Pot : high
SEPTIC TANKS
Material : concrete block Capacity: 1000 , 500
Setback to Bldg: 10
DR.AINFIELD
Length of Lines : No . Lines : Trench Width:
Treatment Area : 500 Type of Filter : rock
Tile Size : Under Tile : Perc Rate mn/in:
Setback DF-Bldg: 20 DF Ht above WT : °
�
Soil Type : Limitations :
WELL DATA
Setbacks - Well-Tanks : Well-DF :
Report in File? : Pump Type :
Depth: 185 Diameter : 6 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
Date Compliance Date Gallons
8/10/82 system not located 2 10/5/82 1000
8/5/86 risers visible 2 7/14/86 1500 w
6/29/88 unsure of DF, but no surfacing 2 2/6/91 1500
10/5/90 no surfacing-pump tanks 2
5/27/92 slight surfacing 2
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M
, � iJ�� TESTING� 11� C. Steven 8. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
November 15 , 1995
Dennis Platteter
809 No. Brown Rd .
Lot l, �31ock 1
Orono, Henn . Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
The soils ,on thi.s site are a clay loam. The seasonally saturated
soils were located at 12" to 24" below the ground surface. Due
to the seasonally saturated soil , a Pressurized Mound System will
need to be installed to treat septic effluent.
This site has an existing Non-Conforming System with the bottom
less than 3 ' from mottled soil . The existing tank may be used
if water tight, if new construction the existing tank will need
to be abandoned, pumped & filled with soil .
The soils at a depth of 12" have a percolation rate averaging
15 . 5 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod , be sure not to over work.
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 .
All neighboring wells are located greater than 75 ' away from the
proposed treatment area .
Keep all heavy equipment off of the proposed treatment area before
and after construction. The treatment area should be marked off
before construction. This Design is not valid & the system will
need to be relocated if failure to protect the areas proposed
for On-Site Sewage Treatment occurs .
CONT' D
. ! , ,
c•7ith proper installation and naintenance, this system should
nave no problem in �reatinc se�tic efiluent effectively .
Nothing other tnan gray wa�er ( laundry, showers , etc . ) human waste
& toilet tissue should be disposed into the septic tanks . Garbage
disposals are not reconmended. Excessive amounts of soaps , cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended . Recommend to pump
& clean your tank tnrough the nanhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks .
� /� .
J
Steven B. Schirmers
SBS/ds
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;� A'Cz�A-
�c� � �a 64-o5-�Q�¢l� S��J�lo�s
, � � � � f,��_ r.-�—�' �
� i r � S°1O.0 998.1 �\� �
� K��c l�-u� N��k�l� �QilIPM� oF� t 3- oa,o +�oo�s
/`� o� �t`h� 'F�aPoyG-p r'��i�� i�-'�l}S v� � � � '
��0?� �1�'��'�� GD i.� �l C..-�j o�- ��' / w o o�v �� '
�- � '� � �Perco►a!ion Tests Scale=J = So
� h ,,,;� � �t� � X$pti SOnngS
!� ��`�/ °- � �Bencl: Mork ,
. � �x�� � � �
'�,�. 9��;. .,,;+ ,�z. - Note= This stem is t b
e s y ,.y. � sy o e conslructed to meet
� / � � /- ��"40� \ the M�rnesola Pollu!ion Con!rd A,;ency
/ � 4'�M4i�� Cha ter 7080 & .Local Ordinance
� s, (
95G`d /< 99'1.� I Gb.S \ \ C.�QY+'y�� �y O V S'L �
rt ^*�K i-�- -t 4.—� \
sa 9"� ��/ / , �
� �
M`°�'�D � f \�;�' � �°� � Check all underground �tilities
? � �iooi.p • � �
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' wvov�p
"��"`" PRCPERTY OF���-�*��S �v�-«-���
xS6 �x,s-nvv _
m� �- ����s 4Sog fao. ��enwt� ��
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_ _4�s - . o�ouo �',�1 . �-��Er��t. G�n�
� IF ys � � � "� �� S-P TEST/NG/NC
,
_ � Oevgned By��— �, S ��—
Co'e�11/1!,/�� PN,6t2 -497-3566 �
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C� Io�� C�55� �0L1L U'�'P� — —�` �
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i - - N,v f��.-� >
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�f�,� V���/ �_ 6�
S�T- BAC:(S � � l� .I /o' .L ay' -
I�- i i
HOUSE Syslem must be�
Tonk �� from property lir,es - S�-c��� o`-a ��}�r�t- w�oT�'' ,
�. �►v� �1, f rom v,e i's
W��_oil� i � from b'�os. � '
J "�,;,, Treatmer� areo �d from lokes � = SifeGRS
�- '
Treetment orea ��� from properly lines �����'� supply and switches rn�t be located in o
1 • , � w e o t he r r o o f e n c A s ure outside the pum pin g chamber ond manhole
�`�1/�u�ou5 m.�n t�.' � from we:!s p
: � �RGCF�c� a0 �from b!dgs.
i'� =i1� �� �.'from trees � � SOIL BORI�G EL.EVATIONS
, ,, , I. �`� i; ` � I
�o min.---,�------� �-------� T H-I �!.-� -(�-1'��-10��.(
I i on;< � '.i � ,�da.su � �= qrc�e�.% TH. 2�i.- o00�
' Tonk I , aS TH:'3 EL.- �`��•S
Droo to Tank I � ` �� PRESSURE D!STRIBUTION MOUND SYSTEM Th..� `t ; o, .-�
�� TH`5 �L.- ►�.5�
t�,in. I��io 8� ��,,mP��g �
i Ncx.l��fo4� � ���P �al\�S 51,+�A�L-ovJ Chomber EI.�VA710` ot PRO?OSED PL�VP;�G
� �� C�AN.Scn- vo ,vt,�,�.�5' `1�,s6,p
4 io 6 dia,pipe �xfs��r�L, }koUs�-_�y�o�_
j Ul�v.�'GS'� 'FLDD�=/O/O.O
� SYSTEM DESIGN -MOUND �
i
i
; TYPE-�, � BEDROOM , Ave�og2 percolofion rate l�min./inch (design.83sa.ft treatment area pergol. of daily sewa�fla,v)
' � � � gol./doy x.83sq.ft�gol. �-a� sq.ft.of treoiment orea +10% _��sq.f1. (= IOfi,width=�ft.lengtfi� of bed oreo +s�de s!ope run�to I x�height= y'� ft.x,/��ft.lown•area needed)
: Clean rock needed- _Se�.sq.ft.treotment area x L,��deplh of rock 2L�_cu.ft=27=�_cu.yds,(3/4�io 2!/�'dia. ,u�Judes 2��of rxk at�ve pipe) �
���5� Clean sond fill below rock needed�_cu.yds. approx. , scndy loam back fill�_a.yds.opprox., topsoil 6���cu.yd. �=• SgN�J p=�''�u � �-3 . •
�,,�qs�-o ��:�oe_1t����—Co Avo_�o'�o -C�_'Coe so��._FoF��4L�.�,�.L��s3.o�� I 10 c�L)
Numb er of t o n k s r e q u i r e d � , I s t tonk �a � gol. , 2nd ionk n o gol.minm�ms f�+�s 4t-t m P►N v � �m��� . .
Pumping chamher capacity- 25% of doily sev�oge ficw of 2.� gai.= « gal.+reserve s'orcge of 150���:1/B� � J gal.+pipz boc�c dro'moge—
PROPERTY C�����'�s 4��'����
of�t�qol./IOOlin.ft.of,�"dia. s�pply pipe, lin.ft.needed��, � gcl.i manifo!d�gal./IOOIiRftof?-��dio.pipe, In.ft.rxeded '� , "�- gol.
SSog �ao. ���.u� -�o
_ totai copacity needed��goi.(plus area for pump) ug r� rn,n. /�So ga 1.ca P. ' Le-� � -�u��� .�
_ Distribution pipe �.� �a�dio. , �lin.fl., ��dio, perforoficns��e,�rt o-P°�� '��� • 1-�'���• ao.
Pump srze�hp. (pumpable capacity L5_gal. 4cycles/day) ,�.15E� I�. � H�f�o P�E�s ��,se}�q�u� 3� q�,► l� ,,-„n. _ ,S-p TEST/NG l C.
No!e � 14hen consiructing bed - , t^vs oreo shoub be sF�ped Note� Distonce trom treotment orea to ne�ghborinq v+�!Is— � peSi ned 9 � /�—�•'���
- to divert run-o`f from entering treofinent areo. ������ ���� ��� � S Y / PN. 612-497-3566
� � � i Dotc�i�/L/� ,
_ '
�
i ,
. • � • MOLND DESIGN WORKSHEET
� - (For Flows up to I200 gpd)
a. �,Q�J Estirnued Sewage Flow in Galloc�s per Day(gpd)
' Estimated �.�0 gpd N��
of Type 1 Type II 'iypc JII Type IV
or measured - x 1.5 = - gpd. a���
2 300 225 180 cas
3 450 300 218 °t
B. SII'TTC TANK LIQiJID VOLUMES 4 �0 3�s z� .��.
5 750 450 244 �
1-I�S� v- 1-i oo� g�0I1S 6 900 5?S 332 �'�
7 1050 600 370 °�"`
F,�-�Y� s tzoo 6�5 aos `°'°s'
C. SOILS (refer to site evaluation) '� � �`' �� �y�
x�bc r.ti� ��
�I �I of sq�c Tmt Cy.�Fw
1. Depth to restricting layer = i a � ��► inches �� �,,. �,,
2. Depth of percolation tests = i a" inches `'�`' `p"m''
3. Percolation rate J S.�� mpi 23 a`a� ,'o�o°o ;:'so�o
4. Land slope � %a ;Q 8 z� 3�
wc 9 See fig.C-6 (z IS)
D. ROCK LAYER DL�v�TSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = p�
� v . gpd x 0.83 sq. ft./gpd = c��� sq. ft-��o�u=��`►
2. Select width of rock layer (10 feet or less) _ /� ft.
3. Length of rock layer = area=width = Rock Bed
���sq. ft.-:- i o ft. _ �� ft. �.ti.�.,.�.ti.�.�.ti.�...�.�.�.�.,.ti
r•f•f•�•f•f•r•r•f•f•r•r•f•r•f•f•
ti.ti•ti•ti•ti•ti•ti•ti•ti•L•L•1•L•ti•ti•ti•t
tiftif{:{{tifti:tiftirti:tirtiftiftirti:tifti'•{ idth <_10 ft.
ti�tifti�ti�ti�tiftiftiftiftiftirtir�!tifti?t�1
.�.f.f.f.f.f.r.f.f.f.f.f.f.r.r.f.
E. ROCK VOLUME ~- �ng�' -�
1. Multiply rock area by rock depth to get cubic feet of rock;
b�I sq. ft. x �.a� f t. =Z cu. ft.
2. Divide cu. ft.by 27 cu. ft./cu. yd. to get cubic yards;
��� cu. ft. i 27= a�cu. yd. �
3. Muliiply cubic yazds by 1.4 to get weight of rock in tons;
�'� cu. yd. x 1.4 ton/cu. yd. _ � � tons.
F. ADSORPTION WIDTH �-`-'�`� L'ei�� Ab�tia,w�a�;s�, Table
1. Percolation rate in top 12 inches of soil is � '. mpi r��,ba,R,� �°� R�°°°'
,,��,,,(m�;�, SoilTexture �.�� �
P t� .
���
2. Select allowable soil loading rate from table; Faster than 0.1 oarse Sand 1.20 l.00
� d/ft� 0.1 to� Sand 1.20 1.00
,`�S � 0.1 to 5 Fine Sand"` �•� 2-�
6 to 15 ndy Loam 0.79 la2
3. Calculate adso tion width ratio b dividin rock la er 16 to 30 Loam o.bo 2.00
T� }' g }' 31 to 4� Silt Loam 0.50 2.40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; �to 6o c�a Loan, 0.45 z.6�
1.20 gpd/ft�y ,y s� gpd/ft� _ �. �� s�oWe�t��izo ciav o�4 s.00
"Soil having�04.or more of fine or vay fine sand
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
. �,L� x la ft= a�.� ft
G. DOWNSLOPE DII<E WIDTH
1. If landslope is 3C� or more, subtract rock layer width from
� adsorption �ti-idth to obtain minimum downslope dike toe
�;.'� ft -�_ft =�_feet
2. Calculate �viinimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation a,0 feet
b. Multiply rock layer width by landslope � roo� co�.�
to determine drop in elevation; e rooc Qo ea
Seperetloa �• (��t
Slope DiffeJ'elICE Slope oltterence t� et
/�' x (� "c= 100 = �_feet u�s�ooe w,ain
c. Add de th of dean sand for se aration (2a) �-reel '
P P Rock Be0 w�atn
at upslope edge, depth of rocic layer (1 foot) to depth of �.�feet Down5loDe Wf0i1
cover (1 foot) to find the mound height at the upslope edge �-teet
of rock layer;
�.� ft + lft + lft= y.� feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of 3.�'�
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: �i, o x 3"� __�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;
4,r� ft+ , l, ft= �.L feet
� g. Enter table with landslope and downslope dike ratio.
Select dike multiplier of S.�y
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: �.� x s',� _�_feeE
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike ti�idth; _� � _
a`� feet �os�o .�,at�
j. Total mound width is the sum of E �teet
upslope dike (G.2e) width plus rock � R,�k o.,w�,t�
` IO�f��t
layer width (D.2) plus o 1 UDSIODY w�ain uociooe wiatn
downslope dike width(G.2i); o� �- `8" �'e"
�-� ft+ �o ft +� ft = 'i � feet � �' ' ' l
� � �
. • � � ' � DOwnsloDe M1at� �- ;
k. Total mound length is the sum of € �Y reet - '
,
upslope dike width (G.2e) plus rock layer
len h (D.3) lus u slo e dike width (G.2e); �
St P P P �
��ft + C.� ft + ��ft = �_ feet
�� �- �� -� a y /i c� - -
7otel�enptn
o�-n ope ps ope
3:1 l:l �:1 &1 7:1 3:] 6:1 5:1 &1 i:1 8:1
L abpe
0 3.0 l.0 5.0 6.0 7.0 3.0 6.0 5.0 60 7.0 8.0
1 3A9 ll7 S.7b 636 753 291 3.8i d.ib 5.66 �il 7.f1
2 319 f3i 556 6.62 8.76 2.5i 3.7f1 456 536 61f 6.90
3 330 l i� SB8 7.32 &.S6 2T 3S7 435 5.08 5.79 6A5
� � 3.61 U6 625 7.89 9.� Z68 3.15 1.17 4.5� 5.�6 6.06
5 353 5.00 667 857 10.77 �bl 3.33 4.00 d.62 5.19 5.71
' .4___---_ 31d ��b1 .7.14 938 12C7 2.it---C�� 3.85 111 d.43 S.A
-- .__ __-_---- -__._----_ __ . __.--
7 3E0 556 7.69 ]034 1373 � 2i4 3.12 3.70 �I3 l70 513
8 3.95 SBB 833 713t 15.91 �S2 3.Q1 357 �Cb 6.69 l.88
9 • 4.11 6]5 9.09 73.06 78.92 ]�0 2% 3.45 3.90 l30 �.65
70 �� 667 10.0 15.00 7333 :31 286 333 3.75 6.12 4.f�
11 �.�8 7.1t 11.1] 17.65 30.83 7�6 278 311 3.61 3.95 d2b
72 !b9 7.fA 12.50 2IA3 d3.75 2?I 2TJ 3.12 3.d9 3.8J 4.08
F-17
� P1TMP SFi FCTi(�1V PROCEDURE
E1�D PERFORATION OF 4 PERFORATED L-TE��L
A. Determine pump capacity: w-�-
Gravity Distribu�on T.,.�
1. Minimum suggested is 600 gallons per hour(]0 gpm) to stay ahead of _ . - � �
�� lr�r d Geswn=Fm-c(or lei-
�•Lar7 Lo1�r �������o.�l v re.��W
water use nte.
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,, . �+�•�a b��M���^�•�h
��� � �
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. �,,.Rw ,-_., �.a, �:•�e f��.
�.ie .�a s u�..
_ . . �� P.n«vrw.�otaNa n
Pressure Distibution �w^��- �"""''`"'"'
3.a. Select number of perforated laterals 3
b. Select perforation spacing= z feet °"""°'�°" '"°'"��""°
��.�.��a,..
c. Subtract 2 ft from the rock layer length.
��-2 ft.=�feet
d. Det r�in�e the number of spaces bet�veen perforations.
L,ength perf.spacing= � � ft.+ 3 ft.= a� spaces Required PerforadonD�e
e. �� spaces+1 =��perforations/lateral �s���PeT��re�SPmr
f. Multiply perforations per lateral b�number of laterals to 7�3�'' '�ase �2 m��,, i m��
get totat number of perforations. „��,� x �- ,�Q,,_�_perforations. �f�c>
g• � X-��,,�_�-$Pm. _
1.Oa 0.56 0.74
SELECTED PUMP CAPACIIY��gpm 2.�b �.8� 1.�4
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
_lo feet
� 2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity s tem,zero.
JS 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. � Point of Discharge
F.L._ �.L ft./100 ft of pipe T�oo�j
b. Determine total pipe length from pump to discharge Ele�acion Differrnce I
point. Add 25 percent to pipe length for fitting p�P _�j�
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 ti 2�1�xel.�=�_feet F-18b
C. CalCulate total friCtion 1055 b multi 1 n 1.5 inch 2.0 inch 3.0 inch
Y P Yl g � �a;�i�.��oo a oc�a�
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= a, (, x 3 I +100=�feet j2 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 038
special head requirements,and total fricdon loss. 16 1.63 0.48
18 2.03 0.60
20 2.47 0.73 0.11
�o + S +�_ 25 3.73 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 �.06�. 0.30
40 11.07 .2.64 039
TOTAL HEAD � � feet 45 1a.73 3.28 0.48
50 3.99 0.58
C. Pump selection 6o s.bo o.sz
� 1. A pump must be selected to deliver at least
39 gpm (Step A) with at least ��feet of total head (Step B).
L-13
� CERTIFICATIOtJ � 00627 Logs of_ Soil Rorinc�s
' Location or Project Dennis Platteter, 809 No.Brown Rd .Lotl ,Blk. l ,Orono
Borings made by ,-P Testinq, Inc . Steve Schirmers Date 11-9-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : liand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 998 . 5 feet Surface elevation 1000 . 2
0 - 0 - ----
Topsoil dark brown Topsoil dark brown loam
loam
0 - 1 ' -MOTTLED 1 ' 0 - 1 ' -MOTTLED 1'
1 Rusty gray brown loam 1 Rusty gray brown loam
1' - 1-1/2 ' 1 ' - 1-1/2 '
2 Rusty olive gray 2 ,
clay lo.�r:�
3 - 3 -
1-1/2 ' - 3 ' 4" Rusty olive gray
clay loam
4 - Rusty olive gray 4 _
silty loam
S - 3� 4�� _ 5 � 5 - 1-1/2 ' - 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 feet of depth, present at 3 ' 4" feet of depth,
hours •after boring. 20-1/2 hours after boring.
Not present in hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 1 � feet of depth. Observed at 1 � feet of depth.
Not present in hole tdot present in hole
Comments : Comments :
L-13
� CERTIFICATION ;# 00627 Logs of_ Soil f3orin�
; Loca'tion or Project Dennis Platteter, 809 No.Brown Rd . ,Lotl ,Blk. l ,Orono
Borings made by S-P Testinq, Inc . Steve Schirmers Date 11-9-95
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Iiand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number 4
in in
feet Surface elevation 998 . 5 feet Surface elevation 1015 . 8
� � Topsoi dark brown oam --
Topsoil dark brown 0 - 6"
loam
1 - 0 - 1 ' 2"-MOTTLED 1 ' 2" 1 -
Brown clay loam
Rusty gray brown loam
6" - 1-1/2 ' -MOTTLED 1- ,
1 ' 2" - 1 ' 10"
2 Rusty gray loamy medium 2 -
1' 10" - 2 � g�� sand
Rusty olive brown
3 - Rusty gray clay loam 3 - clay loam
2� 8�� _ 3 � 4��
1-1/2 ' - 3 ' 10"
4 - Rusty gray silty 4 _
loam Rusty olive brown
loam
5 - 3 � 4�� _ 5 � 5 - 3 � 10�� - 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 3 ' 9" feet of depth, present at 4 ' 3" feet of depth,
20-1/2 hours �after boring . 20-1/2 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 � 2�� feet of depth. Observed at 1-1�2 � feet of depth.
Not present in hole Not present in hole
Comments : Comments :
L-13
� �ER`�IFICAiIOId � 00627 Log� of_Soil Rorinc�s
'Location or Project Dennis Platteter, 809 No.Brown Rd .Lotl ,Blk. l ,Orono
Borings made by S-P Testinq, Inc . Steve Schirmers _ Date 11-9-95
Classifiction Sy�tem: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : IIand X , or Power , Flight , or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 1017 . 5 feet . Surface elevation 1016 . 6
J - 0 - ---
Topsoil dark brown Topsoil dark brown loam
loam 0 - 10"
0 - 1 '
1 - 1 - Brown clay loam
Brown clay loam 10" - 1 ' 8"-MOTTLED 1 ' 8"
2 _ 1' - 2 ' -MOTTLED 2 ' 2 _
Rusty olive brown �
Rusty olive brown clay loam
3 _ clay loam 3 _
1 ' 8" - 3 ' 8'
2 ' - 3 ' 10"
4 ' Rusty olive brown 4 - Rusty olive brown
loam loam
3 ' 10" - 5 ' 3 � 8�� _ 5 �
5 - 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 3 ' 1" feet of depth , present at 3 � 4�� feet of depth,
20-1/2 hours •after boring . 2�-1�2 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 2 � feet of depth. Observed at 1 � 8�� feet of depth.
Not present in hole Not present in hole
Comments : Comments :
1 • 'CERT'. n00b27
PERCOLATION TEST DATA SHEET
Pcrcolation test readin�s made b � S—P Testing , InC. a.m.
� � on 11-10-95 �tartin_a� 9 : 12 P.m.
rdo��)
Test hole locatio8 0 9 No.Brown Rd.Lot 1,B 1 k. �ole number 1 , Date hole�vas prepareri 11—9—9 5
Depth of hole botto�r 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil tezture
0 — 12" Topsoil dark brown loam
AQethod of scratching side�vall Kni f e
Depth of gravel in bottom of hole 2 inches
11-9-95 12 : 30pm
Date and hour of initial water filling , Depth of initial �vater fillino 12 inches above hole bottom
1�4ethod usea to maintain at least l2 inches of water depth in hole for at least 4 hours Automatie s iphon
6
,Maximum water depth above hole bottom du�ing tes� inches
Time Percolation
�:ime interval, Measurement, Drop in water rate, Remarks
minutes inches le��el, inches minutes per
inch
9 : 00 prefill 6
9 : 12 9 : 42 " 3-1/8 9 . 6 30 min
9 : 43 10 : 13 " " " " "
10 : 26 10 : 56 " " " " "
Percolation rate = 9 ' 6 minutes per inch.
• ' CER�. n00627
PERCOLATION TEST DATA SHEET
S—P Testin , Inc. 11-10-95 9 : 11 a.m.
Percolation tcst readings made by g on. startino ac --p.��
�e.,�.�
Tesc hole loca►ior 8 0 9 No.Brown Rd. ,Lo t 1,B 1k� 2 11—9—9 5
,Ndl�number , Date hole was prepared
Depth of hole bottotn 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil tezture
0 — 12" Topsoil dark brown loam
A4ethod of scntching sidewall Knife
2
Depth of gravel in bottom of hole inches
11-9-95 12: 30pm
Date and hour of initial�vater filling , Depth of initial�►�ater fillinQ 12 inches above hole bottom
I�4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automatie s iphon
6
,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
9 : 00 prefill 6
9 : 11 9 : 41 " 5 6. 0 30 min
9 : 44 10 : 14 " 4-5/8 6. 5 " "
10 : 25 10 : 55 " 4-1/2 6 . 7 " "
Percolation rate = 6 ' 4 minutes per inch.
• 'CE�T: �00627
PERCOL�TION TEST DAT� SHEET
, S—P Testing, InC. o� 11 -10-95 startin�ar 9 : 10 � �
P�rcolation test readin�s made b� „ p m.
idair)
Test hole location 8 0 9 No.Brown Rd.Lot 1,B 1 k H�le number 3 , Date hole was prepared 11—9—9 5
Dcpth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 12" Topsoil dark brown loam
�4ethod of scratching sidewall Knif e
Depth of gravel in bottom of hole 2 inches
11-9-95 12 : 30pm
Date and hour of initial�vater fillinQ , Depth of�nitial �vater fillino 12 inches above hole bottom
I�4ethod usea�o maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
6
,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
9 : 00 prefill 6
9 : 10 9: 40 " 3-1/4 9 . 2 30 min
9 : 45 10 : 15 " 3-3/16 9 . 4 " "
10 : 24 10 : 54 " 3-3/16 9 . 4 " "
Percolation rate = 9 ' 3 minutes per inch.
_ . _ __ _
� �CERT''. n00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. a„ 11-10-95 a.m.
Percolation test readin�s made by startin�a� 9 � �8 p.m.
rd,rr� `
Test hole location809 No.Brown Rd.Lotl ,B lk��e number 4 , Date hole�vas prepareci 11-9-9 5
Depth of hole bottom 12 inches.Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 — 6" Topsoil dark brown loam
6" — 12" Brown clay loam
A�[ethod of scratching side�vall Knif e
Depth of oravel in bottom of hole 2 inches
11-9-95 12 : 30pm
Date and hour of initial water filling , Depth of initial�vater fillino 12 inches above hole bottom
l�4ethod usea to mainta�n at least 12 inches of water depth in hole for at least 4 hours Automat ie s iphon
6
,Maximum water depth above hole bottom during tesr inches
T'ime Percolation
�:ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
water rem ining in t st hole
9 : 08 9 : 38 6 1-3/16 25 . 3 30 min
9 : 47 10 : 17 " " " " "
10 : 22 10 : 52 " " " " "
Percolation rate = 2 5 ' 3 minutes per inch.
' �CERT: TOOo27
PERCOLATION TEST DATA SHEET
, S—P Testin , Inc. �_
Pzrcolation test readinos m..de by g on 11-10-9 5 �tartina at 9 : �7 P.m.
�emr, c
Testholelocation809 No.Brown Rd.Lotl ,Blk 1� 5 11-9-95
Ao e number , Date hole was prepared
D:pth of hole bottom 12 inches.Diameter of hole 6 inches
Soil data from test hole:
Dep�h, inches Soil texture
0 — 12" Topsoil dark brown loam
A4ethod of scratching side�vail Knif e
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water fillinQ 11—9—9 5 1�epc�h��iitial�vater fillino 12 inches above hole bottom
1�4ethod usea to mainta�n 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
�:ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
Water rem ining in t st hole
9 : 07 9 : 37 6 2-3/16 13 . 7 30 min
9 : 48 10 : 18 " 2-1/8 14 . 1 " "
10 : 21 10 : 51 " 2-1/16 14 . 5 " "
Percolation rate = 14 . 1 R,�nutes per inch.
, � .
• ' C�RT'. ;00627
PERCOLATION TEST DATA SHEET
Percolationtestreadinssm::�eb � S—P Testing, Ine. �
` } pn 11 -10-95 startinaat 9 : Oh P.m.
ie.,�.�
Test hole location 8 0 9 I�'o.Brown Rd.Lot 1 ,�1�ole number 6 , Date hole was prepared 11—9—9 5
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil da[a from test hole:
Depth, inches Soiltexture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
A4ethod of scratching side�vall Kni f e
Depth of gravel in bottom of hole 2 inches
11-9-95 12 : 30pm
Date and hour of initial water fillin� , Depth of initial �vater fillino 12 inches above hole bottom
Method usea to maintain at least 12 inches of water depth in hole for at least 4 hours Automat ie s iphon
6
,Maximum water depth above hole bottom during tes� inches
Ti me Percolation
':ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
�aater rem ining in t st hole
9 : 06 9 : 36 6 1-1/16 28 . 2 30 min
9 : 4 9 10 : 19 " " �� �� ��
10 : 2 0 10 : 5 0 " " �� �� ��
Percolation rate = 2� ' 2 minutes per inch.
PERFORATEO l.OAMY SAND CAF' '
�AYER O� GEOTEXTIIE • �
,r,���,.��;`._r„" •_ IATERALS FABRIC PERFORATEO I.ATERA�a
�• ����. • :r�: "•,. •..• GRASS COVC►� G INC��CS
sarvoY �onrn soi�- ;'� _ � '^��•,•::;��:%!' 70PSOIL -
i �y , j • !?+,'• CLEAN SAND FILL
' '�'� "� � ;i'✓��� —
/' .'� /., �, •� '�•••., NAXIMUM SLOP[—�-
LAYER OF GEOTEXTILE ,,y.; �-' �'�;: j��� �,- ��r�' 3 7 0 I "
FABRIC OR 4 INCHES OF � �,•,,. ,�.�� ;y TOPSOII. � . pLOWED OR �/4 70E ZN�rRNC��ES 74. �, ��0�'1
HAY COVERE� BY / .• '�� � p15KE0 SURFACE �
BUI�OING PAPER ,:! ����� / X��� � � ueso�� • �
1�/Z� OR 2� ,.���''" �J�•� � '� > CROSS SECTION A- A
PIPE FROM PUMP� .�:'•„j ����' i;j��• / �'�
/ .;y;- .l� , i;
-�,,'', ��� r .:' ,/
� �' � r,! � PiPE FROM
3�•_Z�� • ��' �� ' /.�' �' ^ y � ,/ PUMPING CNAMBER
CLEAN F�OCK '�� �!•� ..'� �� � OIVERSION FOR �
6' TOPSOIL �� '� , �// � � /,/ J, SURFACE WATER W I �
/, /� /� �.,/ .i�', / -- a , I / /�
..,.. .. . .�f� • �. /.���' ;�. — L�r.— — —r--1 --
-�,.,.��::^,�_. 1 . f� �� � -
�.�.�; � c �� r � 3 �t�I - PERfORATED I ; I�
.i � - �`�`�: �'��1,�9"/ �• Mqx• I ,'. �ATERAlS � � I�
i r� 7r• , �
+: ..`.� � .yt. �C�.:' .� /��a��� I
'Cl�• S�pp��`'�p � ..J ;:;:�';;i�:'::•�i�:a,; . _ I � , .
(/� �:rM.
l^�^' '�"�'�S,ii�i�..�i:�J,'.: i I
SQnfp 'v � �^:.�'4'(�t': � •�s•.. r1� _. I i � _
F��� �S�ps`s� 6 '<'< ;:<'��:•• � ;_
�1 �;�,.;.•.:.�i� BEO AREA� � � ', �
gR�kEN Y�R �.�,`�:�'���;� .�,, —: �--- �'• j � :_
P � ` ' �'• ���'�. � �
.,.� •� '_ �_
BAR�ATURA� . . ��. ' a �. � ; w W ; � m �— a
�R �AYER� �� _ _ � v ; � � I — � —
z ; z , —
I � o#o,p,_.� ��
LAYOUT Of PERFORATED PIPE LATERALS FOF� . _ INCHE � � � � � � �NCHE$ -
PRESSURE DISTRIBUTION IN MOUND . ( � ' � �
— �—'— — — � _
PERFORATEO PLASTIC PIPE _ OIHE -��MAXET���KE
� TOTAL WIDTH
\� PA�IN� _ • 1
`—PERFORATIONS SPACEO 36� fORAr101d S . ' I ' I 1
ON CENTER. P RFORAT�ON �` �
END SiZE r,nnY BE ��c: '/�i. � � • if PER PLAN VIEW
viEw oR �,�•. �
� 2�MANIFOID END PERFORATION OF A PERFORATEO �ATERAL
PIPE
''' ��'' �-Grou Covn - ~
i'ERFORATIONS ON pOTTOM OF
P�ASTIC PIPE rop.ou �
90•. � �•4,-r_� _ _ ,:.:.. ... .
�' Leo Sond l,o N• 'Incl��lool Gwt�■111• FoDrlc (a tar-
� _ '�'(ALTERNATE IOCATION � y • ����a �Na+�a«.e
�wi�n�� rwln popN)
Of PIPE FROM PUMF+1
� �—Pulw lion On11rJ Nerlronlally
• / ' � • • • IMo C 0 ►Mor Top .
ENO CAP Q�ti ////� ERA� • '�a��"'Id'Ha ..,. .,• '� � ol RocM�L y�r� Edp.
//// CQ �pr \\�, -Pwlwoll«u�l.ocol�d o�
� \ �_/ ..nflArL 9 pIPC CR(1u .� � .u.n.. s.,..e i..,... Bol1we ol lelvol
' ' ' '' . .
� , � F-S
REDWOOD, CEDA� OR
WATER TIQiT B� I.00KABLE ELECTRiC BOX—� TREATED POST (4 x 4 min) '
PI.UGS Oi2 EIECTRIC CONNECTIONS �-AlL ELECTRIC CONNECTIONS M�OE
2' PVC COtJDU1T SCHEDULE 80 1_ INSIDE BOX
MANHOLE COVER CHAINED 6 LOCKED 6�SP� LOOP OF POWER CORD FOR
SETTLEMENT
SEALED I�ANNO�E RINGS FINAL GRADE
�
�' AT IEAST 12' ' '�
� BEIOW GRADE
lRJiON
WIRE FROM POWER SUPPLY
PIPE IS LAID ON A UNIFORM SLOPE FROM
- /}� , fOR PROPER NDRAINBACK�L TREATMENT MEA
SEA�ED TAMC COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR ORAINBACK,
PIASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST OE USEO
WITH ANCHOR — WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
. S,TgRT l�,�FV�9— � ._ MUST NOT RUN OVER ANY TANKS BUT
3'� 'r� ANDTMUS BIE PL�CED �N�CONDUNT S
ALONG POST
SHUT-OFF I,EV��Q_ __ _ ELECTRICAL CORDS FROM PUMP AND
F�OATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT CONTACT.
��� :
:
_ Figure F-8
METAL �
COVER
�� _t. .� -!�_ •� � J•. b
� . , ,, � � -
� I� � --� �.v:, .
;
I 'r::� t; i ',_y_
I > i, �
I ; I
i Z� v �
� .1"--:'_-._,__,.�
' � I
CONCRETE ys�'
MANHOLE J
RING
METHOOS OF SECURING MANHOLE COVER TO PREVENT
' UNAUTHORIZED ENTRY
Figurc C-14
, ,
. � �' '
VERTICAL SIDEWALL SEPTIC TANK
�—FINISHED GRADE
--AT LEAST . J 6�TO 12" SOIL AT LEAST
4" DIA. COVER 4" DIA.�
��� ` AT LEAST I"
Mit I AT LEAST I" _
l , ,,.. ...
�. . �
. J . �
__.... —(t A DIMENS�OtJS FOR TANKS WITH VERTICAL SIOE$ A
WIDTH. W 24' M�NIMUM
` LENG7H, L 2 TO 3 TIMES THE _WIDTH _
B OIAMETER 60� MINIMUM _ :
� � DEPTH, D 30� MINIMUM; 78� MAXIMUM C �
A 0.2 D
— -AT LEAST g � 6" MINIMUtvi_ 0.2 D MAXIMUM _ 6" _
3� � 0.4 D --- —
-- •------ ---AT �EAST 4 FEET-- — —�
1qif5: �
t. Snr+tl/diY1EC5�Tlfi.ST�u+;aES�NOw.tF1F.f1 �. �w+i�ECOvE�S+viLnf.�oC�tEOwit�iN��wu�Es.
t. 7��Et�f.S�wLUCO�rtO�1�.�a�wvai0tF5.?o'lF�Si Kii�E�.w+iKxEBv+ii�or�6rxr+aE�OF1i1C5U�ncE
pMK.It510NN1ULOG�1Ff7vnl�si6fEEfU�LLTNnc S. �r�E��t�E0E7WEEHFN00FM4AE�r`F.iwU
w/LLtS.
�. iwrtsi'ECI�Oaf`v`EOFni�EaSt�wG�ESMN.CtE�1 NEAfiESTP'O+NtON6KflE9tALllIENOI.ESS111N1{WGES
Of1AMN�10lES�WILRFIOCaIEDOvERD�1H11EMlET Of1HOE��EnNH�2�'�C��ES-
NnOU1lE1DCVICLS.1HECfl�lEl7l►�CCfllf�ly'EC1qN 6. FO�111qtl2UN1ALCYl�1f)(l�C'JJ.1M1K,^/OIA/CfISK)fdAIS0.t5p
�•(+(S y y�ly p(l l f SN.f•AS 111E UN I l�i l WE�1NE ANn Dlf.f NSION C 1�0 JS(1.
B�t FLE p'CNwGS On s^Ni i i�rr 1[E5.���wu>wSi�Ec 1 i0N
p�`E 1/.157 RE IOCAIEU�iv�((H t�rt NIEI M1U(x�IIET
6N f LES. —
• .
� PENCI�
� �� :.�. �
•,:..`
6 � _ `�'
M
'�" � 20' rr
�., � MAN}iOLE ,.. ;, �r
�
�e . �,
INLET sc�M J. �' !! OUTLET
�� `�` � -� :...��. i; .� �,
�, ,';,'�;OIJfLET LEVEL �,� I .>
. •:�i I.�
S'. _..^_—•— — �) � �` ;:
_.__ SCUM CLEAR SPACE= .- , CLE4N OUT TANK WHEN:
— � — — _ _.. �••' . — - �" 74 IS 3' OR LESS OR
_ - -- — �} g '8'IS 12'OR IESS
�� _ -- " - - ._ 1
y� :> t:
�. .. . �.
��3;�i�'�•�•�:•.•�: ' ' ' • ' ' ' ' :? :; BLACK COLAR
� �.`�:���:����'••�.'• SLUDGE i� � DISTINGUISHES SLUDGE
�`�; � ����: �, LAY� FROM LIOUID
f, ��.�.:':' . . . ._ o.'.
. ., i.:�
;��r: :.4F::. .�W'.�
' MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK