HomeMy WebLinkAboutISTS Permit 99-1060
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
-r- -. /l 1 ~ /
/ //Ii"/11 0o}~
OWNER
DATE TIME
f-J)-u/ 0l/3o
PHONE NO.
CONTR.
PERMIT NO. 9~ - to (pf)
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
_ 0 MECH FINA_~ /___
I~S <:,,~
I. l!kc+h'<.<Al '"L...1P"r+r,...,,, fRt:,.
I:-b_~ S~ ~c.., T M-qr ~
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
o FINAL
o SITE INSPECTION
COMMENTS:
o EXlGRADIFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLlNE AIR TST
o
o WORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: ~ Owner/Contr:
CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
lNSNOTl
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETYl
87;Zh1
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
A. DATE
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom)
~ SITE ADDRESS
..3 4-~~
/WIN /st..fiNO
elR- ~/SD
ot7
PID 25 -IOO-ertP ~.( ~
3. LEGAL DESCRIPTION
LOT ~ q d- ?r;
BLOCK
..--:-. -
i iAJ ~v\. ~t c~ (~('
ADDITION
4{P"\'NER
t..aAJ ~'{e
5. ARCHITECT
(Address)
(I' j~-:-. f!!) (Tel. No.)
~j -('7 (ljC;
(Tel. No.)
?oS -C-{ ~
(Tel. No.)
<f:lme)
~~q.J -.----"'\
(Name)
(Address)
Ce\l
(Address)
6. BUILDER
'I-.
(Name)
A gL.-if ~c:::A\JA--r( N-
7. TYPE OF WORK
s~
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
New Construction 0
Fireplace 0
Alterations 0
Sep~ Deck 0
Addition 0 Finish Attic 0
Chimney 0 Misc.
8. PROPERTY AREA OR ACRES
Sq.Ft.
9. PROPERTY DIMENSIONS
Width Depth
10. CULVERT SIZE
Yes No
1. White File
2. Pink City
3. Yellow Applicant
,&jY~# ,g.I'B7.t{
Permit No. ?9 -/O(glJ
BUILDING INFORMATION
11. SIZE OF STRUCTURE
(Height) (Width) (Depth)
12. NO. OF STORIES
13. TYPE OF CONSTRUCTION
14. FLOOR AREA APPORTIONMENT USE
15. NUMBER OF OCCUPANTS OR SEATS
OCCUPANTS
SEATS
16. PROJECT COSTNALUE
17. COMPLETION DATE
I hereby certify that I have fumished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for
the abo~e me~'on property and that all cons ction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
~~ing off I c revoke ~h~S pe . or jus use. Furthermore, I hereby agree that the Ci~i!Jl.Jl may enter upon the property to perfo~n led ~pections.
~ ~/I ~ . ~ 77." ~ 1o/?9
t/ nature .. - License No. ~. Date;"-
FOR ADMINISTRATIVE USE
Amount Brought Forward .................. $
Park Support Fee ........................... $
SAC ......................................... $
Collective Street Fee ....................... $
Sewer Tap ................................... $
$
Pressure Reducer .......................... $
Meter Hom ................ ................... $
Water Meter ................................. $
Sewer & Water Connection Fee ........... $
Water Tower Fee ........................... $
Water Tap ................................... $
Builder's Deposit ............................ $
Other ......................................... $
Total Due .............................. $ 25lJ.CJO
Paid ;JQl). CD Receip~~. ~ 0 Zb
Date fJ/u/qq By AI#...---
This is to certify that the request in the above application and accompanying documents is in accordance with the City zonir{g Ordinance a~d may pr w~('tf!s requested. This document when
signed by the City Planner constttutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy. a Certificate of Occupancy must be issued.
SETBACKS: Required
Actual
Side
Front
Back
Side
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REO.
SPACES ON PLAN
PERMIT VALUATION
o
USE OF BUILDI~ .
Ke~ ft /12-
.
TYPE OF CONSTRUCTION: I II III IV V
Occupancy Group A B E F HIM
Division 1 2 3 4
Permit Fee ................................... $
R S U
City:
',2 '1"1 . Sf)
Plan Check Fee ............................. $
State Surcharge............................. $
Penalty ....................................... $
Plumbing Permit Fee ....................... $
Mechanical Permit Fee ..................... $
.so
Sewer & Water Permit ...................... $
MATERIAL FILED WITH APPLICATION
SOIL TESTS 0 ENERGY DATA 0
PILING LOGS 0 PERCOLATION TESTS 0
PLANS & SPECS 0 SETS
SURVEY
PLOT PLAN
o COPIES
o
24 hour notice for all inspections 447-9850
Special Conditions ff any
Crty Planner
Date
PERC 'l'ES'I'
AND
....
SEP'l'IC UESIG~
./
If
:.
i:
Prepared for; Dave Brown
Prepared by; Gary Staber
Date; July 30, 1998
25275 VERGUS AVE.
. NEW PRAGUE, MN 56071
TELEPHONE 461 -2356
FAX 461~2336
PAGER 580~ 7336
~~~;f,o / O~UF Rd~. LAKE
Er N F IT N HEV1EW
fNSPECTO
D!,.TE_ff r- ~ _ei9 1/ PERMIT NO.~'-' 1.1-'
o 1.~(~EPT~DAS_SUBMiTTED Qf-/O{,O
~.h.;CEPTt:D WI, H CORRECTIONS AS NOTED
o [\jOT ACCEPTED-CORRECT & RESUBMIT
These ~omments are for your information. All work shall be done
ir full compiiance with all applicable building & zoning code re-
q"l!rerrwnts mcludin9 items not specifically noted in this review.
KEEP THIS PLAN SET ON SITE AT ALL TH\.~ES.
Gary Staber
PERCOLATION TESTING. COMPLIANCE INSPECTIONS, SEPTIC SYSTEM DESIGN
SOIL BoRINGS. SEPTIC SYSTEM TROUBLE-SHOOTING
UCENSED, INSURED AND BONDED
CERTIFIED By MINNESOTA POLLUTION CONTROL AGENCY # 400
Percolationtestreadinesmadebv CA,<" ~~;...~~ f"lJ" -'?-3~-'9~tarting,,, q ~-4~
/ - f. _ ? . ,... p '" .d41t1 ~
Test hole Jocationt-,.,+~ Z~ J. Z..:::::. IWI/;'\. L,I.E.,~ole number .1- ,Date hole was prepar",-l
PERCOLATION TEST DATA SHEET .
~
: 1
~.
"
~
Depth of hole bonoIT' I:L inches, Diameter ofhol" ~
Soil data from test hole:
r~
!
i
I
I
,
Depth, inches
(')- l2'\
Method of scratching sidewall Z...,., z..
inches
~
\':
Soil texture
I ~-It<.. .2:J~ ~dl ~
~
'"
; I;
, ;
~~
,......."A.;\
. i
!
i .
i .
, ,
, ;1
I
f ';
V
.
Depth of gravel in bonom of hol" .=l. - inches
Date and hour of initial water fillin~ "7-.2S.; z: ~f initial water fillin,:
I~
inches above hole bonom
A""",t::> _"....,'"'"'./:..\1-
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour<
Time
Time
interval,
minutes
Cf:~ Q
.9: ~~
( t::, ~ D~
I ~'. ( ~
I
I/b~.....~
I{~_...~~ I
la.........:.........~1
I
I
I
I
I
I
I
{
-'. ~
.'"'.....
J. ~ "
"
!
"
"
Percolation rate =
'^J
minutes per inch.
"
I; :
,;: ,
III .
i'~~' :,
r I
I. :
t ,
I
I'
!,,'
'I;
iil
It I
.1
Ii
n
Maximum water depth above hole bonom during tes'
e:z
r\
. ~ }
'nC1r__..
Measurement,
inches
Percolation
rate,
minutes per
inch
Remarks
Drop in water
level, inches
7"
s;:. (I 7-
~ 'IL.
<:'/2-
'--"
')
-,
I
.~"w~~ hE/'_ d
i2'~\ 10 ~',
I 1\." 'I
I I' I \ I .
('/2-
I '/z-
I 'I z-
y
,/t... _ I
'r
iI" ::::e~C-.;_
.*,. ~
I
I
.(.~
- 'I
PERCOLATION TEST DATA SHEET '
~-~
:~ '> i"
Percolation test readings made by CAt<',., ~~A\.:::...:::::."- f11' '7-3~-9 &tarting ar q ~-4 C"\
/ l."-'/ P ldaltl
Test hole locationt-f'l+~ z.~ J. Z ~ IWI~ L,/~~ole number ~ ,Date hole was prepart"r1
Depth of hole bottoIT' I:L- inches, Diameter of hok Co inches
r-'\
: }
c;rm) .
}.I. Ill.
, --!.-
: ~.t'
i- j
:- _. I'
'~I
: i'
li,:-;:
-,
Depth, inches
Soil texture
1 \
, ,
.J _:1,'
'.;;:-'
~
Soil data from test hole:
(")- (2"
I ~-(t<- -2J~ -S.r-__..d-, ~
J
:(
i; -:
Method of scratchina sidewall Z -. Z
e
,c:.. ~
r--.I A.; \
'.
:1
. ~!
Depth of gravel in bottom of ho]" ..:t - inches
2SZ.'~
Date and hour of initial water fjllin~ 'i-.; ,ibepth of initial water fillin~
t .:
."
~.
'."'
I~
inches above hole bottom
A.....,,~ _C....~.;:..\-L-
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour~
Maximum water depth above hole bottom during tesr
?
(' '\
. ~ }
'nCII_..'
I.
i ~
!
-/
Time
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
,.....
( ..::::, -""". '#..A::.~
lOA.-, :...0..) ~ I
I
I
I
711
(,...,
(--.
(~
I ..
( .'
/"
/~
ICJ
/ t,'\
~"w~~ hE/'_ d
i2'~\ fo l?"
I.',' -"
. .
I J
Cj:~l:J
~:.s:.~
I t) ~ ()~
'D', (~
I b ;'"...... \ = .
t \. ,\. . I
(( ~\
" ,
I: j
"
I :'
I\. f \ l .
j
:)
. i
<.J
Percolation rate =
/C\
minutes per inch.
I
I
~f
t
PER COLA TIO:--; TEST DATA SHEET .
i
t"
Percolation test readings made by CAt<'1 ~~A~~
Tes! hole locatiopLI"1+~ z.~ J. Z ~ ~,;'" ~"11ole number
"r '?-3~-4 ~tartinf! ar q ~--4 ~
~ ldalt! -
P . Dare hole was prepar..ri
01
c:a.m0 .
}I.llI.
.
~,
Depth of hole bottoIT'
I::L. inches, Diameter of hol.. ~
inches
Soil data from test hole:
Depth, inches
Soil texture
, Maximum water depth above hole bottom during tesr
~
( -.\
. ~ )
'nClf__.'
~(
; .
I
i ,
"- : t
, ;
,
, ~
i
! i
~,
I ,
,
~
i
r
I
I
I
I
I
if
! '
j'
I I
i .
i
I
I
I .,
i
I
I
i
I
I ;
a(
'I
t
()- l7'.'_
1~~/tC. ~~ ~d! ~
Method of scratching sidewall Z -. 2.
~~
~A.;\
Depth of gravel in bottom of hole .:l. - inches
2SZ,'~
Date and hour of initial water fillin~ 'i-.; ,~epth of initial water fillinE
I~
inches above hole bottom
Method used to maintain at least] 2 inches of water depth in hole for at least 4 houf<
A - ,~ . ,J
-.J ,~ _.....~ ~ __ --....
Time
Time
interval,
minutes
Measurement,
inches
Drop in water
level, inches
Percolation
rate,
minutes per
inch
Remarks
C7:~D !
. C{ : s:.~ lie ""'.~~ .
ItJ~ ~~ I/\::)............~~ I
D'. (~ I 0 -:....'-'~ I
~ I
I
7"
(,...,
('"'
(--,
/ "
I . ,
/"
I~
ID
/Q
I \:7" J~ _
, 0 W~~ '\EJ'_d
i2'~ \ 10 "g I.
It\, I' C I
I '
I \
I .
.0--..,
(,J
Percolation rate =
/(\
minutes per inch.
-.
Logs of Soil 5oring~
Location or Project L~~ Z~.J.. 2':::; ~I~
Borings made by ~~/ .,YzJ-=~
Classification System: AASHO ; USDA-SCS
Auger used (check two): Hand rl . or Power
-:r \ I ;', "'.,
B-3l
r-
.,
Da te 7-2-:1 -c::; 8
--A-- ; Unified .; other
; Flight . or Bucket i- ; other
-
..
.',
~""
1
-
-r
Depth,
in
feet
Boring number _ ~ L
Surface elevation
Depth,
in
feet
Borin?: number
~~
:/
\~
"
Surface elevation
o
o
I~~.L- ~\~ -SAr..d\h~.
1
j
J
I~.....,,,- 3,\~_~_.~\~~_
1-
1-
2-
J l~--~ Q <- _~ ~ 1-...-'--_
/ ~ -(f?-. ~l 4
L-~.--....
"-
f
I,
!;
!
~
2 -
! r::, -,..e... ~ 11; ~A..-..A-.
3-
I c::.-~ S-l 6 k~_
c.....,., C/'.....l c-,' '-' __ t\.=~.
3-
",
IL"'!"
--- ~~
.,
.~
4 -
4-
='.
.::
5-
) ~'--~, (.".\ lc. L
.~ ,IC::.-......
~, .... ~d.. ..A-r.::o. .-f-:t1-.s..
/L1 "" -\-'-\-r.ed... ,A.., ~ ~
{ ~... ,R... <- \ \
I ~-,~ S::1l;
'- ~A___: .
^', .,.~
5 -
~
6 -
A~+-\-l....~. .A,,-
6 -
S<-t '.
I ~-/~ ~I L-.
:... _' ... _~~ :.0."","- .
7 -
7 -
8 -
.~:.:;~:
-;..
"
End of boring at ~
Standing water table:
feet.
End of boring at s:
Standing water table:
Present at feet of depth.
hours after boring.
Not present in boring hole ~
feet.
II
~I
~
~
?-resent at
feet of depth.
hours after boring.
Not present in boring hole -I-
>-';' '
.,....,
Mottled soil:
Observed at ~
feet of depth.
Mottled soil:
Observed at 'i..s;:- feet of depth.
Not present in boring hole
Obs~rvations and comments:
Not present in boring hole
Observations and comments:
Lo~s of Soil 50rin~s
Location or Project L~~ Z~ J.. 2 ~ ~,~
Borbgs made by ~~re:. / _~=t:-
( -
Classification System: AASHO ; USDA-SCS
Auger used (check two): Hand [l or Power
Depth,
in
feet
Boring number
.~
Surface elevation
o
f c:::>....., (?:...... :3:.t ~ ~d /
l~P-_
1-
( c --v<.. ~\ ~ ~.c---
2- I ~ -t"<.. ..t.., ~ L"",,/'
3-
4
I ~-,e. s:tJ..... L.;.
. .
5 - "c....,-,"""-
6 -
.'.....---...:.......... ....
7 -
8.-
.....
~
-'
End of boring at ~ feet.
Standing water table:
~esent at feet of depth,
hours after boring.
Not present in boring hole -I-
.. ~ .'
Mottled soil:
Observed at -4. -s:. feet of depth.
Not present in boring hole
Obs~rvations and comments:
B-3l
~I.~,
Date
7-?-i-'7B
~ ; Unified ; other
Plight ,0rBucket 1- : other
Depth,
in
feet
Borin~ number
~<4.
Surface elevation
o
I~~.L- 3.\~ -S~~hA---.
..
1-
/ ~.-(/'l- 3.1 ~ L-~
2 -
I C) -,Iff:.. ~ 11; ~A.-^-
3-
4 -
5 -
/ ~-,t<- S:I~
JL::...) ....L- b~~
...r.......:
'-\::)j.~_:' .
A-... -r-'h- ~ . '
A~+-~l.<'"~' ~.:....... ~~,
6 -
I O....f~
7 -
8
End of boring at s:
Standing water table:
feet.
Present at
feet of depth,
hours after boring.
Not present in boring hole ~
Mottled 5011:
Observed at ~
feet of depth.
Not present in boring hole
Observations and comments:
..~.Io,
1-
. "'. ~ ~~:
. .-., ..
"'.,
-
L:::
~'~
LR
.' J
-'r\
j)
f:
1-
~;
! :: "
, .,
; i i
.- ;>
. "1 :~i ~
,. '.~
.
: I
! I
.
'"-.' .
.
,,:
1~'
I ~,;
-..
""..
: ~~
"i
.
.~:
~
it
Logs of Soil Eorings
Location or Project L~~ Z~ J.. 2.s; ~,~ W/..:- '"
Borings made by ~~te:..(_~
Classification System: AASHO ; USDA-SCS ~ ; Unified
Auger used (check. two): Hand rl or Power
Depth,
in
feet
Boring number ,~ s;:
Surface elevation ~\~
o
(~'-1~ 3.\ ~ ~~.,~.t:;--
1-
I <:::"~r-C ~~ L..."'-",.A'---.
2-
(~"--te-~\~ k~
3-
4
5-
I~"""~s.(~ ~~
6
/Ul.... -\---\-"IR ~, A" ~ ~,.
l D'-, f.2.... (",.1 \
. ...;,
. ......-_. ::..~ _.-'.
.."".....,
7-
. 8
"-',.'/~""'-:"..-- .-
... .' .;,,' .-: ~ -.' .-;
., .....;,,-;. ",- .
, :.' _::.'.ii:~'i::f"':~-"
'. .....
~
-'
End of boring at ~
Standing water table:
feet.
p.,.;esent at
feet of depth,
hours after boring.
Not present 'in boring hole-/-
.", :
Mottled soil:
Obs;rved at 4..:: feet of depth.
Not present in boring hole
Obs~rvations and comments:
Depth,
in
feet
o
1-
2 -
3-
4 -
5 -
6 -
7 -
8
B-3l
Date
7-?-:1 -c::; 8
; other
; Flight
, or Bucket i-- ; other
,\C/. '
Borin~ number .l...:::::.'c.
Surface elevation ~,~
I~~.L- 3,\~ -SAr-~k~,
(<::::._(~ ~I ~ L-~
I C) -,.<. ~ 11; ~A-..A-
I ~ -,~ s:rl;
'--~A._.";"'''" '
/Lt~+-tl.... ~- A,- S~',
I o...(~ C:.l"L
End of boring at s:
Standing water table:
Present at
feet.
feet of depth,
hours after boring.
Not present in boring hole ~
Mottled soil:
Observed at ~...:;: feet of depth.
Not present in boring hole
Observations and comments:
. ~; [,
" -- ,
_ r, 1
-~ "
;-~
j
, ~
.,~
k'
--:' '"
.... ;:
\ ,
..
't
i I
, ,
.
T'
~.
!'
I
to; !
'. ~
~. .
.l_' ~..
;; 1 .
;:" .
i~l
lti'.,
, ;~:.! '
.'.: .~
. 1 .:~ i
i I
.
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SEPTIC SYSTEM DESIGN
-'
,.,
"{
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{
DESIGN CRITERIA;
2 bedroom type 4 single family home. No toilet wastes or garbage disposal
WATER USAGE;
135 gallons per day maximum.
PERCOLATION RATE;
9 minutes per inch.
l'
~l
SEPTIC TANK;
Install a 1,000 gallon plastic tank.
DRAII\rIELD;
j 70 square feet required, 200 square feet proposed. Each drainfield trench is a 10 inch
gravelless pipe. 67 lineal feet of drainfield proposed. Please see detail.
put\'lP CHAMBER;
Install a 500 gallon plastic tank. Set as specified for a two bedroom cabin.
GENERAL CONSTRUCTION PRACTICES;
i
')
....
Divert all surface water away from the drainfield area. Do not disturb the drainfield
area during construction. Fence off the drainfield area if necessary.
If there are any questions regarding this design please contact Gary Staber at 461-2356.
t
1
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--
J\
N'Iy line of lots 24 a 25
Na8024'OS"W I
---100.00--- j
.\\
'''--
r=- \~ \JP0\ ~ ~
1- =-~_ r Cl-
""-~~ ~' 2. :::::- \ ~ ')
I~~ 0
~ '-'T L 4 2...~ I ~ "-
(D.~)L ~ ..)
~ (C;z.~ '"
I .l.. ""' ) L 0 IS...)
Pu -: (c, 2.. 2:, , '" ")
\-pC"-- ~ (~L~ '\.
"'- R ' <;: ..>
D =-T '-'4(-' (q I &-S')
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f~ , G. ~ L (. q 2..&
,~)
PRIOR
n.
LAKE
902.2
~~RnINE: J
-,
_ _ ...::2..4
EL. 909.00
OFREF. IRON.
~
...
... \
... ...
\ ...
I
\
1-- DDe b;:..\ I...,..,.
.-
'--4"- -T. <- -r- .L- -- ,1-
c,'l
._IO~ St)C::> ~I~~.c..
\ eUJsnR Clr-r' \ ~ '\.1
I -- '~.,::r-
I
2-" p~ L,~
Alt.
s.;~;:
---
.....
~AP -:;~
~~\ \ ,
CRIPTION:
.24 and ,5, 1~IN ISLES, f.oott County, Minnesota. hlso showing the location 0<
{propo~ed hO\l~e.
~: ~ =-:-,-,- - ..... c'E..;;':-^ T';N':: ;;~::'~N~;,\~DUii. Ti......':. . . .
~'/,...'~"",.",.;..:..,..:-. . I herebv certifv ~s ~ 51~le of Minllesol~ Lleensetllnslaller thallhe intliYitlllal sewape Ireall e t I .,. .
,. , ,.... . , .' ' .,. ,11 II sys em u'"granl(
__~bove ",IS III.slalletllll accnnlancc Wllh a\l applicable rcq~\rcmCnlS or ,'vlinnesola Rules Chapler i030. The lIiagram of II
;- 913 _ ! ".."",,,,, " "'.."" " ..fo", d'" " "" "..H,m " ",,' '"m ,,, "" ,it, ",," r.,d " "" co."" ,;d, ,""', '"m. ,
.. . t1elerrnlnatlon or future hydraulic perfor1\l"nce can he matle tlue 10 fulure waler usalle over Ihe life of Ihe system. '/ ~
ltlll.
Dale
License /I
i
(nslaller Signilltlrc
, . .
I b<Rby _ M' ;.... ;r;;';;;;;'.. L"""" s,.. E_ "'" "".;..M.h..t...... ~.;- ~-.;;,w.. '\
..,...... _ wi<>.u. ."".. __- ofM"""'"" _ """",,,,SO. Tho -= ,r... ,-...... --" .
,ccurate as of tile date at the bo of this fonn for the site identifi~d in this report. No detennination of future hydraulic performance can be made \
. luetOfuturewaterusageoVer'~,if if;~ Uleeis~emern,' J.__~ 8-~- '! 8:, \
. ~-~ ~-~ .
924,"\",,,;,,,,,"'&S.\aT\.<lj1'Ft"-,..-~~... ;-;..,...."'u y''''UO; o;,'<::VI.lIIVII T ;t'",n~'" l< . nMA
-_._._..._~"----'-_.._-
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...,
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Bennett and Linstedt noted that the results of the four studies showed
a very close correlation with only a plus or minus 4% variation from
the mean for total per capita water usage. They further stated that
"these results are significantly lower than the values. . . of 75 gallons
per capita per day for a single family residence or 60 gallons per day
for multiple family residences."
Bennet and Linstedt stated that, while other sources of literature
produced a wider range of values, the quantities presented in Figure
A-I were selected because they were representative of field measured
values for the wastewater generated in individual homes. It should be
noted that, while the mean daily per capita water use appears to be
somewhat less than 50 gallons per day, this is an average value. Some
individuals and homes may use water at a considerable higher rate.
.Jf,
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Estimated Sewage Flows in Gallons per day Consider
(gpd) 75 gpd as Average
Per Capita Use
Number Type l ~e II type III
of Type 2-2-~ .,L - l.-D -:. ,~.;;:.
Bedrooms IV
, 2' 300 .J 22~J 180 ':~p..' C>;:::-,\'~ s.,~
j 450 jU 218 60% I ~-;:- ~~,
4 600 375 256 of the
values
-
5 750 450 294 in
6 900 525 332 Type I,
7 1050 600 370 II or
III
8 1200 675 408 columns
-
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,
~~
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~
~.
t
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Type I: The total floor area of the residence divide
the number of bedrooms is more than 800 square feet, or
.... more than two of the followin~ water-use appliances are
insta d: automatic washer, dIshwasher, water
fl:
Type II: he total floor area of the residence divided
the number of bedrooms is more than 500 square feet and
o more than two water-use ap liances.
the number of bedrooms is less than 500 squar~ feet anJ
.... ll.uJ.l LVVU water-use applIances.
Type IV: Type I, II or III homes but with no toilet wastes
discharged into the sewa e s stem.
=:!
}
:\
I
Figure A-2
'I
....
----'
~bUAL SEWAGE TREATMENT SYSTEM WORKSHEET
...i,..
FLOW
Esti.'11ated / ~ s: gpd
measured x 1.5::: gpd
SEPTIC TANK VOLUME
~ ~~ . gallons - v:::.z- 1 DD~
"
B.
C.
D.
E.
F.
G.
SOILS (Site eVJluation data)
Depth to restricting layer::: L.( I I:::::)
Maximwn depth of system C - 3 it = I, C::>
Texture..",~~~ercolation rate 9
SSF ~sqft/gpd
Slope I c %
feet
feet
MPI
H.
TRENCH BOTTOM AREA
For trenches \'\'ith 6 inches of rock below the pipe: oJ....~ ~~
,/ -- --">-
A x F :::J..li x I, 2-'7::: 1.:J..[.. sq ft of bottom area .
For trenches with 12 inches of rock below the pipe:
A x F x 0.8::: x x 0.8::: sq ft of bottom area
For trenches with 18 inches of rock below the pipe:
A x F x 0.66 ::: x x 0.66 ::: sq ft of bottom area
For trenches with 24 inches of rock below the pipe:
A x F x 0.6 ::: x x 0.6 ::: sq ft of bottom area
BED BOTTOM AREA
For seepage beds with 6 or 12 inches of rock below the pipe;
1.5xAxF:::l.5x x = sqft of bottom area
1.
J.
K.
L
M.
ROCK VOLUME IN CU IT
Rock depth below distribution pipe plus 0.5 foot times bottom area:
M :::Rock depth + 6 inches x Area (H,I,J,L,K)
(_::;: + 0.5 ft) x ~::: z......""cu ft
ROCK VOLUME IN CU YDS
Volume in cu ft divided bv 27
M+27:::cuyds~27= I.ly cuyds
ROCK WEIGHT
Cubic yards times 1.4 = tons
. N x 1.4 ::: tons ?~ x 1.4 ::: I lo,ly tons
N.
o.
P.
Q.
SYSTEM LENGTH
Select trench wid th = ~ ft
Divide bottom area by trench width: (H, I, J, or K) + P :::
lineal feet
h~ +:l.. ~ lineal feet
Gravelless Design
A x F + (3 for 10" pipe, 2 for 8" pipe, width of the Chamber)
/ ~..;: x~ ~\ :::;:"IJ feet
Q1.
R.
S.
LAWN AREA
Select trench spacing, center to center::: 10 feet
Multiply trench spacl.'lg by lineal feet R x Q = sq ft of lawn area
. G" x I"" =C-/7 C'\sq ft
LA YOUT (Use other side)
1. Select an appropriate scale; on~~ 2() feet.
2. Show pertinent property boundaries, right-of-way, easements.
3. Show location of house, garage, driveway, and all other
i..'11provements, existing or proposed
4. Show location and layout of sewage treatment system.
5. Show location of water supply well.
6. Dimension all set backs and separation distanCeS.
Estimatec Se\l"::~e Fj0\\~ Jr-. G~licr.s. ;,e~ C3:
\ c:,d
I Number . T~-pe I T~;e [J T:~ ill Tv;:-e
, of Iv
lBearoo=
I
, 300 ::5 lSO
- 6CJ';C
3 450 300 :lS of lhe
4 60J 375 :)6 values
5 7~ 450 :~ III
6 900 5:5 ._- Type 1.
7 1050 &-.'Xl 370 i D or
8 I I:!OO 6i5 ~S I m
: columns
J
.~:t~
"
-
"
"
. 0$
11
, 't
Septic Tank Capacities (in galloc.s)
1.
d
f
Number of
Bedrooms
Minimum Liquid LiqUId capacity with
Cap.cl1) p.roage disposal
2 or Jess
3 or 4
5 or 6
7.8 or 9
~
IVJU
1500
2000
11:5
1500
::50
3000
Soil Characteristics and Required Areas
for Sewaee Treatment
Percolation Rale: in 1 Sou:u-c:
Minutes pe:' In:h Soil ie:r;lure: I feet p:r .;~Jon
(MPlj per ~,~
FaSter th;.n 0,1 .
0.1 Ie ~
O,J 105
610 15
16 to 30
31 10.:5
46 10 60
Slowe, ~'ar. 60'"
Co"-",, S:.nd
5i1:nd
Fin, Sane"
Sar.d\ Lca..'T'.
Loam
Sill LC\3.m'
C13\ Lo~'Tl
(I.)'
U:
!.t'o7
lu
.- '
: ,6~
:,i)J
:.:0
. Soii lOC coa:~e fo! ~e\lt:il:!:e :;e.al.:':i:nt
l's.e s~'slem!. for :;.:=noly ?errneobje ~~i!s
.. Soil having 50'K or more of tine: s~.,d
plus vc:::' fine S~G.
...Soil v,,"ili: 100 hifli;; ?:r::;;t.a~: of :J2) for
inn.allation of a.."': in.;rounc s..,::.,idar:: !YHe:n.
. I
6 inches= 0% Reduction'"
12 inches= 20% Red uction
IS {nches= 34% Reduction
24 inches= 40% Reduction
"'sizing for gravelless trench
~~.~~
~circ,e~.co~(ja _"OIl ""DC)'-"C.'''(je~ctv..oO 0
1';:l>"".t,,"CQil&: t.t.Ot.t.O.t-fH~&':>'C ,:>'C 0'':.1;
~.'~ c".,:c.,...,Q,.,,:,'.[,.,;D ~ :>c.~J.c,:..~~:,~.;~.~,:,,~'
,-6e.oG~.cta ,00,.,: O-~'O o(
O-.:l;::,O-C- ':::I-'C~ c:" ,,(;:I
~~:~O:~.c '~~'~.2~:;
c'Q-!,-\:.,c ClOot.~C;.:
TJPo~'''-.r'Oo ,,:J~'t> c....~"....
~o'GC.oe.,.Cl' '.oc.~~"O(O,
l;).o::o.~vo.t;_l-~ _ ~ . ' _ c _
r;'r::.{Ja.t:O.ot.c-c'_.or.cc~.ot C,C'c C e e.c,
)P....o, .;O:..t,~~ ~.o_\';I.: ~'(J -t..~tt~("t~ ~ ~
~06Ca.tCa.O.a~'CGtccO cc'-~-~c..QO C' .e{',
<:> '0'_0'.';'0'.: ~.o -0_ ,Q-.....'Vtt,"O ~ 0, .~~:,_ ~
'.6'~ li'c.C'" .C' Cl-C ce~'., c-.ot<ct-c 0 ':
iii _:~.o_r.V-&t;'Oto~t~"Ott?"()'t> (J t; _,1' "'....
i:ouO'r.~.c:.t.C.ct~Go.oc-. -c C)ce'ce ., e'~
0_: <:> '0'0 .'o.A 0. III, tIo,'C .r-Dot"':J-tt-=-t;:;jt "
'.oo.O~':-" e c <:l ,r; r::._oct c eC.c.t".c.o.ot;C,
0_: ()I.CI.c~(),tD..D_D.'Q .a.t~l1t. _. t.. 't> 01:1
P~~~':9: ~o:~~o~~;~~~.2~-t;~~~(~
1'''11'0' 6,',.: r::. c'r::. ce'" t. -c Q&.ct-C c::.", fi::lC'(
9.~'~'o ,t.Do.t.D.t?,t.t"O~t-,Do \';I ..1-D~ rDc:. '='I
~ 'G. G""'C""'CGC)cr::.-ceOO(.ctGfi::l~
~'C1 ~'C1'-t.?Ct~~.;Dc,t,D.tOL<:>'O-4.~("l.:J.(~
co l_-c r::..r; C).r; r::. c It ..'I: OO~(C.tc-cO~o,t G:l.
~-o. iD~ r.De: tDoo':::"h~tll:>(J to -. to ~ II:> c (1
:9.~ c~<:t,~.ct:g ~ .'; ~.-; ~.o ~ ~,~ ~ D. ~~~:g
]8-36" Width
Geotextile Fabric
t 2" Rock Cover
T
.
I'. Di,!. Pip'
T
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6-24" Rock
3/4- 2 1/2"
....
TRENCH CROSS-SECTION
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---
FINISHED GRADE
--
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----. ','" ~
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ORIGINAL GRADE .: '! ~,'
FILL SOIL TO A MINIMUM! j
OF 6 INCHES OVER ROCK '.1 ~
..'\- ..
~ ! :C.
----
)RIGINAL GRADE
I 7 INCHES OF
BA~OVERROCK
A
:- '!\
-.. '
ifAXlM1J1vf TRENCH DEPTH
-1L INCHES
y
NONVIOVEN GEOTEXTILE FABRIC
2 INCHES OF ROCK OVER PIPE
t' ~
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1'11,
2" OF ROCK OVER PIPE
i :{
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4" DISTRIBUTION PIPE
A
0,
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4 INCHQIPE
........
to
"
, I
INCHES
OF 3/4" TO 2 1/2"
WASHED SEWER ROCKS
BELOW DISTRIBUTION PIPE
6 - 24 mCHES OF
WASHED ROCK BELOW
DISTRIBUTION PIPE
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~b INCHES TRENCH WIDTH
,
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PUMP SELECTION PROCEDURE
.. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm
Pressure Distibution
3. a. Select number of perforated laterals
b. Select perforation spacing = feet.
c. Subtract 2 ft. from the rock layer length.
R~"L ,_ 1 . - 2 ft. = feet.
uu. Wlyer eng\6\
d. Determine the number of spaces between perforations.
Length perf. spacing = ft. + ft. = spaces
e. spaces + 1 = perforationsllateral
f. Multiply perforations per lateral by number of laterals to
get total number of perforations. ,.,era,. x perforations.
penS/latera!
g. ~ X g;"",1 pen = gpm.
SELECTED PUMP CAPACITY 2..t:::) gpm
B. Determine head requirements:
1.
Perforation'Discharges in GPM
Head Perforation diameter
(feet) (inches)
7/32 1/4
1.0a 0.56 0.74
1.5 0.69 0.90
2.0b 0.80 1.04
a Use 1.0 foot single homes.
b Use 2.0 feet for anything else.
Soil treabnerlt system
Elevation difference between pump and point of discharge.
{\ feet
If pumping to a pressure distribution system, five feet for pressure
required at manifold if gravity system, zero. W t "'...,.".~..,.,,,.....>..,!1._.. ~
- f e.......... ".'
eet pipe i1 t-
',' .
~.~------~ ~;;
t~.:~.::=~~.~:;:. -- -- - -- -- - - - - - - - - -- - -. - - ~ _.~". ~ - - -- ~-
2.
3.
Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in feet per 100 feet from table (F-14).
F.L. = I "7 ~ ft./lOO ft of pipe
b. Determine total pipe length from pump to discharge
point. Estimate by adding 25 percent to pipe length for fitting
loss, or use a fitting loss chart (F-15 feet).
Equivalent pipe length - 1.25 times pipe length =
3,. ~ x 1.25 = L.4 ~ feet
c. Calculate total friction loss by multiplying
friction loss in ft/lOO ft by equivalent pipe length. l
Total friction loss = 4LJ. x .,..., ~+100 =
Total head required is the sum of elevation difference,
special head requirements, and total friction loss.
feet
4.
........
+
+
I
(3c)
J ,
(1)
(2)
TOTAL HEAD
I Z- feet
C. Pump selection
1. A pump must be selected to deliver at least
z...~ gpm (Step A) with at least I"L feet of total head (Step B).
Eleva tion Difference
Friction Loss in Plastic Pipe
Nominal
pipe dia.
Flow Rate 1 -" 2" 3"
gpm .:>
20 2.47 0.73 0.11
25 3.73 1.11 0.16
30 5.23 1.55 0.23
35 6.96 2.06 0.30
40 8.91 2.64 0.39
45 11.07 3.28 0.48
50 13.46 3.99 0.58
55 4.76 0.70
60 5.60 0.82
65 6.48 0.95
70 7.44 1.09
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80~~ '/2 HP-A PUMPS
HEAD. ~ HP-A I-2HP-B I~HP-C II KP-D
70 ---~ FEET 2 ~ .
(Flow in gprT'l?
/0 69 77 108 63
- 15 72 54
Q) ~
~ 60 20 6\ 65 40 43
c ~ 25 8 25
] 50C:-~2 HP_::BI'J., 30 52 50
. -AO . 43 '26
...50 35
I ---......... I 60 25
.~ 40 --,-, ~----J 70 15
~ ' 1/3 HP';;'-O " ~ ---80 "'. - :3
c30 !
.~ ,----
0
020
-
o
J-
\0
00
I . I
20 · 30 40 50 60
Discharge. in Gallons per
100
10
70 80 90
Minute (gpm)
F-15
-
- -_____._n. _ FicurcP-ll..__
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PIGGY BAa< PUJG IN WEATHER ~~~Lrl~VC:R SC:CUR~D TO
pROOf ENCLOSURe:-~ lOCATE - PREVENT UNAUTHORiZW
IN HOuSf 8ASE:MENT ENTRy
POWER SUPF\.Y ---U" r UNION OR OTHER OUICK
f CONTROL WIRE ... I DISCONNECT FITTING
~'''K PUMP PowER CORD --/ .
l.PIPE 1$ LA.ID ON A
24" MANHOLE . UNIF'ORM SLOP( F'ROM .
. PUW' STATION UP TO
.:: ~L TREATlo'.(NT AREA
~ : FOR PROP(R DRAINBA:x
PLASTIC ROPE OR CHAIN 1 ~
WITH ANCHOR /. :;) IF' PIPE AT TANK /w'VST
AlARM FLOAT ON SEPARA~ BE LOwER THAN UNION
ELECTRICAL CIRCUIT j ~o: ~~I~~~~EAVfr'?~C~R
) RESERVE CAPACITY ~ -o.:E wEEP HOu. MJST BE
AFTER AlARM SOUN~ uSED
. fROM.
SiFTIC -..
TANK
I'"
'-,
(
. _ _ _ ~ _ _ -.ST.!BLLEYE1-.l1. _;?"';', -~ .-'
j . -r-- _S!!VToQ!!J.EYiJ-J'_ _oJ. Ii
. 12""IS" MINIMUM DEPTH \
PlJM~8LE' f ~D 00
CAP~ITY ~ ..... '., ..;~
AT LEAST
T5 CALLDNS
~~
I.
. /REOWOOO. CEDAR 0/1
WATER-TIGHT-a lOCKA8LE'ELECT.RIC80X~ .;/ TREATED rOST (41.4mlnl
PLUGS OR ELECTRIC CONNECTIONS 'r- ...---- ALL ELECTRIC CONNECTIONS MADE
2" PVC CONDUIT SCl-lEDULE 80 . is: INSIDE BOX
MANHOLE COVER CHAINED a LOCl<E~' S~CE I r,~~~lotM~ER COI1D FOR
S€AlED MANHOLE ~1M:iS \l I ~ t. . II FINAL GRADE L.
" .x..,~A" '" ~" I ' /\'e<\~A'.
.'1;:'}"" ...~.... -- . AT LEAST 12" y;.~'f.~
- - \ BELOW GRADE
~:l ~ I t
\, ~_ de.- WIRE FROM POWER SUPPLY
\. ,"j . ': n '-PIPE IS LAID ON A UNIFORM SLOPE FROM
. oJ'. J. - PUMP STATION UP TO SOIL T~EATMENT AI1EA
i /" ,: FOR PROPER DRAIN BACK
SEALED TANK COVER J ,-' {'. L IF PIPE AT TANK MUST BE LOWER THAN
. -\ UNION. TO GET ELEVATION FOR DRAINBAO<.
PLASTIC ROPE OR CHAIN i' A Ij~ INCH WEEP HOLE MUST I3E USED
WITH ANCHOR .............. l: __
ALAI1M flOAT ON SEPARATE ~'. WEEP HOLE
ELECTRICAl CIRCUIT H
,,"
,
;,
._SIAR1-lEYa. ~- - J- -'- _:'
." .
3' \
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
MUST NOT RUN OVE:R ANY TANKS BUT
MUST BE LAID BESIDE OlliE!( TANKS
AND MJST BE PL^CED IN CONDUIT
ALONG POST
ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE nUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
CONTACT.
PUMP CONTROL FLOAT
_SHUJ::9.Ef JJYfl.J2 - -
-,:-il
61000'. .
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