HomeMy WebLinkAboutISTS Permit 99-0933
DATE TIME
CITY OF PRIOR LAKE CAlLED-IN
INSPECTION NOTICE SCHEDULED B~. ~ '7
PERMIT NO. S'c; - tss COMPLETED ~.,
~CfT) c:;- MCV-Cr L ~ lj
o ,
CONTR.
ltP~
ADDRESS
OWNER
~ TELEPHONE NO.
lAl 0 FOOTING
tL 0 FRAMING
C'i 0 INSULATION
o 0 WAll BD.
C: 0 FINAL
<C 0 FOUNDATION
J: 0 DEMOl.
=:; 0 FIRE PREV,
~ COMMENTS:
...
~ ~oc..\,=-~cl d- O.-""\. l.-..........
ffi
Q.
~
~ I.
~
~
<C
~
~
~
~
~
~eK SATISFACTORY:PROCEED 0 PHOTO TAKEN
o RECT WORK AND PROCEED
CORRECT WORK, CAll. FOR REINSPECTION BEFORE COVERING
(.) 0 CORRECT UNSAFE CONDITION WITHIN HOURS, INSPECTOR Will RETURN.
o STOP ORDER POSTED. CAll INSPECTOR.
o INSPECTION REQUIRED. CAll TO ARRANGE ACCESS.
DPLUMBING RI DSITE INSPECTION
o MECHANICAl-RI 0 EXCAV,IGRADING/FlllING
o WATER HOOKUP 0 L.AKESHORE/WETLANDS
o METER SETITURN ON 0 COMPLAINT
/l 0 SEWER HOOKUP " 0 GAS liNE AIR TEST
tf ~PT1C INSTALL 1T ~PTIC FINAl.
o SEPTIC MAlNT, 0 FIREPLACE
o PLUMBING FINAl. 0 MECHANICAL FINAL
o~
"
r'''Llt~
VV''-6u_ --t
~~"ny.,r A~0~
,.L~ ("No , ~ ..1-- P /'f'L-./J... ..... .
y ,~ ~
, J f::J:>.r.. ,
V
~~.~ ~~'-
,
call for the next inspection 24 hours in advance,
OwnjJ}rl nt, n site
Inspect r
y- .....
447-4230
WPwr.CopyIlrl.,.ctot',FiIe
II
--- "
Chimney LI Misc.
18. PROPERTY AREA OR ACRES 19. PROPERTY DIMENSIONS 110. CULVERT SIZE
Sq. Ft. Width Depth Yes No
1 hereby certify that I have furnished 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 above mentioned property and that all construction will confonn to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the
building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspections.
Amount Brought Forward .................. $
Park Support Fee ........................... ot
SAC ......................................... ~
Collective Street Fee ....................... It
Sewer Tap ................................... $
$
Pressure Reducer .......................... cr
Meier Horn ................................... $
Water Meter ................................. cr.
Sewer & WalerConnection Fee ........... $
Water Tower Fee ........................... <!;
Water Tap ................................... CI:
Builder's Deposit ............................ ~
Other ......................................... 4:
Total Du. .............................. $ 'L'5:0. CJi5
Paid 25?:J. c/l) R.ceiptNo. 35,e:1Z 2-
Issued C7
Dat. fa/z.ft?,? By t!UJt -'
This Is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordin:nce and may procee~is document when
signed by the City Planner constitutes a,,,,, '1""'""" J Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued.
~1
DATE RECEIVED
~ /7-/99
CITY OF PRIOR LAKE
BUILDING PERMIT,
TEMPORARY CERTIFICATE OF
ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
DIRECTIONS
SPACES NUMBERED 1 THRU 17 MUST BE FILLED IN
BEFORE PERMIT IS ISSUED (Please Print or Type and sign al bottom)
1. DATE
Aa. ~) 1117
I1ISD
12. SITE ADDRESS r d
-cCJ f) c;- VV\ rd-<;: c~o,-.L.l
~.s
3. LEGAL DESCRIPTION
LOT BLOCK
ADDITION M.t.... '!--\(A...,I <'
4. OWNER
/l'l.u-K
15AReA~\j
6. BUILDER
PID '2.S'-9~'2-0a;--C)
~i~eT.t.IY\Ac~~Addr.ss~ 1/$-2H1"}/~ _ G'8~.:t
asi1}'!/"'!""" ~A-, J1j. fnr (Ttll NOJ;w-:J.3Sb
(Addre:;;l}' . ~Tel. No.)
(Name)
~
(Name)
J:'W/V't!i4G€r:,Ex~~~
Q,-;t~-&~~
4 Y~c.. o:z...Q5 (1
7. TYPE OF WORK
New Construction LJ
Septic [j Deck 0
Addition [j Finish Attic 0
"'.....~
Re-roofing 0 Porch 0
Re-siding 0 Finish Basement 0
Fireplace 0
Alterations a
~<t-(L.
x
Signature
License No.
FOR ADMINISTRATIVE USE
SETBACKS: Required
Actual
Side
Side
Front
Back
BUILDING DEPARTMENT VALUATION
OFF STREET PARKING
SPACES REQ.
SPACES ON PLAN
PERMIT VALUATION
o
USE OF BUILDING
MI~G.
TYPE OF CONSTRUCTION: I II III IV V
OccupancyGroup A B E F HIM R S U
City:
Division 1 2 :3 4
Permit Fee ................................... $
~4"1.bO
Plan Check Fee ............................. $
State Surcharge ............................. $
Penalty ....................................... $
Plumbing Permit Fee ....................... $
Mechanical Permit Fee ..................... $
.GO
Sewer & Water Permit ......."............. $
i1ding p.nn~erJ.4p!'!l"',Ill!.
Date C ~_.-<. '7-/
C.
City Planner
Date
Special Conditions if any
24 hOUf notice fOf all Inspections 447-9850
t. White
2. Pink
3. Yellow
File
City
Applicant
Permit No. 9'7- 'L ') ~
BUILOING INFORMATION
11. SIZE OF STRUCTURE
(Heilllt) (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
Date
MATERIAL FILED WITH APPLICATION
SOIL TESTS
o ENERGY DATA
D
PILING LOGS 0 PERCOLATION TESTS 0
PLANS & SPECS Ll
SURVEY [j
SETS
COPIES
PLOT PLAN
D
I
J~~C
~'S' -,
j
AND
S ~,~!..__...",-=-"c.,.,. -" - \. .~' S'--:-G"'" T
---' ___ ___ _ --.J.j - - ~
CITY OF PF';~") '_AKE
BUI,tpING ~MIT f)b0N REVIEW
INSPECTOR \( o-Q ~
DATE_/O -'2. '7 -~e I ~~
o AC"EPTt=D AS ...__PERMIT NO, \, . ~
,- - SUBMITTF' c;q 'is
B-A,CCEfJEp,.WITf,J CORR.E "3 t:; NOTE6'- ':S
Prepared ~r.ffi.CflBmrt!ltORRE' .' 'IT
. ese comments are for your inf( shall be do
In !ull complrance with all app!!Ci' ne
Prepared b;F~i1~(s;t~tcJ~;:.' -~~.r,~:
Date; October 30, 1997
~J LJ 5' - / '7 C; 5-'"
ofJ~ :5, ,,-(I
25275 VER(;US AVE.
NEW PRAGUE, MN 56071
TELEPHONE & FAX NO.
461-2356
AFTER 5 P.M,
DIGITAL PAGER:
580-7336
Gary Staber
PERCOLATION TEsnNG. SEPTIC SYSTEM DESIGN
SOIL BoRINGS, SEPTIC SYSTEM TROUBLE>SHOOT1NG
LICENSED. It6URED AND 8OI;lDED
CERTIFIED By MINNESOTA PQl..LUTION CONTROL AGENCV * 0655
-'~"----
"
PERCOLA nON TEST DA TA SHEET
~1
Percolation Ie" readings made by, CAt<'" ~-\-,A. ~~ or I D- -z~7 flaning 0' 2 ',L., .:::-.. 0..~~
,...,lr)
TesthoJeJocalio~"? ';;;:A~ \ 126.., HoJenumber Pi ,DalehoJewasprepaw'/'J-Z'7 -'7;
Depth of hole bonoIT'
Id-.
inches, Diameler of ho]'
Co
;'r}ches
Soil data from Ie" hole:
Depth, inches
Soil lexture
r, - \ "L.:..
L 1C...<<-1L...-c:~.......s{O..,..A- L.....-t.."""-
- . ,
.
Method of scralchingside,,'pl1 2...". 2.
~~
"-I A,; \
Depth of grave] in bonom of hole, .::L ' inches
II : ;,. - (>...r-
Dale and hour of initial water jjllin~ 1\::-..-7~ Depth ofinitia] water jjllin~
,
!
Method used to maintain a1 least] 2 inches of waler depth in hole for at Jeas14 hOUTe
/ d- inches above hole bonom
A...., '" _",...........,1-
Maximum waler depth above hole bonom during tes'
??
( .
. 1\' )
loe __"
Time
Time inte:n'aJ I Measurement,
minutes inches
d.-:l.J."" I 7"
.2'."::: I' I/e-"" ,-- ( ,'I"~
,~--......
:!:,', 0 """ i t ~ /'-\ ..._;c_~~. C . _'11.,
"1.' I ~ /()...-":.......J~ Ce... ' I).,.
"".
Drop in water
level, inches
Percolation
rate1
minutes per
inch
Remarks
~J.,
3(l,'
-20/b
(.3.
l~
I :l
l5"wLbt h.::r"d
2'~ \ .fb "2? I '
I,
I'
, ,
, ,
, '
, .
, ,
1:2
...-,,-.'
A, J ~R.L",",,:::'
-_. - ----.....c...
'11-
/'" .
I---.J
Percolation rate = / <....
minutes per inch.
I r
;1
PERCOLATIO:\ TEST DATA SHEET
r"'"""
:, 1
PercoJaii0n le~l reacings mGde ,"". CAt<"....: ~~J...~~ 1')T'/~-3,."'f:::::s-O;7 starting --.12 ',~ ~ f, ~~:.. -:>
'"'0
Test hole locatior2,i'?';:: /'1-,~ \ Re.., Hole number PL ,Date hole was prepare" /C)-2-=> -"'7;
Depth of hole bonorr
Id--.
!.?
inches
;nches, Diameter of hol'
Soil d,112 from lest hole:
Depth, inches
Soil teXTUre
r, - \ 22.:..
~ '-'::'-'1.... ~~-x.-" C::" ..~t (<;:;,:-1-....--.
Method of scratching sidewal' Z""", 2.
~~
~,~~\
Depth of gravel in bon om of ho)' .:L . Inches
011:"---
Date and hour of initial water flJJin~ 11:::-.-7 !.. . Depth of initial w21er filling
/ &- inches above hole bon om
A,-" "" _<::'~.",,~IL-
( "
. h' )
lne --.~.,
Method used 10 mc.inu.in at least]2 inches ofwc!ler depth in hole for at Je2.s14 hour':
Time
;;). '.1.;. ~
.2 '. oS: "
~..O"'"
::!:.'.[~
\1aximum waler depth .above hole bonom during test
?
Time
interval,
minutes
Percolation
rate,
minules per
inch
Rema:ks
Measurement,
inches
Drop in waler
level, inches
,
lit> "",..4~
I,~_... ,~C:~
II 0 /_:~..'~~_
I -
I
1
I
I
I
I
I
I
I
7"
I ?t'wJ.bt I-..E: r:. d
liZ~\ fu ?S"
I f\. t.. I I
11\ 'I I.
~"
.2.( II
, ,
~L\
12,
1,:2,
{<.
( -,I.,
C..!II.,
L-'/~
I
I
I
I
I
l
I
I
I
,. ,
(--.J
Percolalion rate = ( .1...
-ninUlC:S per inch.
I r
" ,
PER COLA TIO~ TEST DATA SHEET
Percolalion leS\ readings made by CA..t<...,. ~~j....~ ::=::..c- -=--on/ C)-, <.;,"r::::rCf 7 ~lanins;: a' 2 " ~ ~
'G.:lltl -
Test hole locatio.,3"/'? s: A~ \ ;:;26., Hole number p2, ,Date hole was prepare" /,--,-2'7 ~<71
rj
2.m.
~
Depth of hole bono;!'
Id.-
'nches. Diameter of hol'
Co
inches
Soil data from test hole:
Depth, inches
Soil texTUre
() - \ L..
[' ~<<:.\L....l2:~_,"",-'--S",-,"~- L<:::,-t...'^"-
Method of scratching sidewal' Z..,.. 2..
~~
""",,_,.6_\\
Depth of gravel in bonom of hol' .J.. . 'nches
II:;,.~-
Date and hour ofiniti.1 waler jj]]in~ 1'0.-7!. ,Depth of initial waler jj]]in~ I&-
inches lribcYf hole bon om
Method used lomaint2.in 211e251]2 inches of\\'~ler depth in hole for at ]e2514 h,...11'!'"(:
A_C. "I
......, ,~ -- '.~- "--
Maximum \\'aler depth above hole bon om durir.g lest
q
('-.
;nc~~)
Time
Time interval, Measuremenl,
minules inches
d-.:lJ.("o. I 7"
.2'.~" 1/ c ",,",_,-,,-, I (
~"o""" l/\::::)..........,...~'!.. I ( -
~'.[e::, 1/ O^,:A"~~' I (
I I
I I
j I
I
I
I
Drop in waler
level, inches
Percolation
TalC,
minutes per
inch
Rem~ks
/..
I~
/1:::'-,
( 't:::>
18""w,-~ J-..E1_d
i;z~\ 10 ?{"
I I'
I"
, .
, ,
j "
I"
, ,
, .
I." .
(.J
Percolation rate =
( "D
~jnulcs peT inch.
. r
"--,---,-~.._._--~.-----
"
}OgS of Soil 90rin~s
B-3l
Locadon or Project ~7S;:: ./L-,p.(.2"O.\_LI \ ~
Borings made by ~~re:/_~ Date /c::,.,-2-r-'7'1
( -
Classification System: AASHO USDA-SCS ~; Unified : other
Auger used (check two): Hand or Po"'er~; Plif'ht __, or Bucket : other .:i::..-
2;' "<::0:\ G:,<"-,E..
Depth,
in
feet
Boring nu~her ~\
Surface elevation
Depth,
in
feet
Borin~ number ~~
Surface elevation
o
o
~LS.-~~~
f ~~-c... Zl\
Qp.,:....~">....-- '-c.. 'L-...fo.<'-
I c::."f"- Z.l \'
1-
1-
'Lr...?''-- &-v---->~- c::'--,c.\'.I.-,
~r..:--- - I L:> '-, ..e.....:::::...l "Z-
C::-t.--v... ~(.l.", - '~dL C'v:-.,
~/'_"""- -/ ~"--(12-~~
2-
2 -
3-
,~ \.t.<:,<..0-~~.
I ""''-1-e. ~,~
"'-' ,k\- I "" '1R.. s::: l \ /t-v,,~,. :..
3 - ~
'--.:>~\L""Q.\<.",~~~
I " -. (2...3. \"2- v I ~ \.L "-"."..~-'"
4 -
4-
2. ~ 1::. 't I<,. -S:' ( L-
/ . -;(.. -,
~~,--Ac:,. -:>- I ~ C\"'-\
-
5 -
<..' "
Ll.,u- ~-t' _" -F-_'--_ _ -:-:'~
5 -
/'^--~"'" c.. }-"'- ~~.
6 -
6 -
,,_ 7-
'"
I
7 -
8-
8 -
End of boring at ~
Standing water table:
feet.
End of boring at ~
Standing water table:
feet.
I9:esent at
feet of depth,
hours after boring.
Not present in boring hole 4-
Present at
feet of depth,
hours after boring.
Not present in borin~ hole ~
!1ottled soil:
Observed at ~
feet of depth,
rlottled soil:
Observed at ~(2~_feet of depth.
Not present in boring hole
Obs(;rvations and comments:
Not present in boring hole
Observations and comments:
. ,
II
Logs cr Soil Sorin.s
E-31
Loca~icn o~ ?rojec~ . <....'l'7'5: A~L.\ \ R "-
Borings ",ace by ~~te.(_~~ Date 1c:,.,-2.r-'7'1
Classification Systetl: AASRO ; USDA-SCS -I- ; Unified : othe~
Auger used (check t~o):
Hand
-'
or Po""er -:i:.....-; Plight __,
~' S:.::,: \ G::,((..E..
or :Bucket
other L
Depth,
in
feet
Boring number 13...~
Surface elevation A \ ~
Depth,
in
feet
Borin~ number r::::.c...
Surface elevaticn ~,~
o
o
~t:.S.~~ ~___
, C>'ft"- z.\ \
Q~~",~ L....f'-..<'-
/D'-{I<-z..l\
1-
1-
~,c.... ~v--->..s.,.....~C'r-1
~r.-.--- I"'''''''-''''~"Z-
C:':J:'...<-v.... ~<>, - Y"",,",d"L C\F..,- -
L---::, /'_____ -I "" ~(te.. ~\"Z-
2 -
2 -
3-
)"~I<"~. ~. '" '1_
:--.", -"" ~----
'<::,'-(-e. :l,.\~
-
L>\~ l ~~l(Z. ~ \."
~~-<~
3-
c::::'t-,,\LL1.\<'=~~t:::---
""....,f2....~-=::,
~:-n-.. 1'=,tC- ell ~...~.:..
/l..--~';:" L..::- --.", ( (I
5 - ~--.".
- --"
4 -
4 -
5-
,~--~~d-
~'- '"-<-c.:'';'
6 -
6 -
'-,-
, 7
"
7 -
8-
8 -
End of boring at
s:
feet.
End of boring at
"
feet.
Standing ~ater table:
~esent at feet of depth,
hours aftEr boring.
Not present in boring hole ~
Standing ~ater table:
Present at
feet of depth,
hours after boring.
Not present in boring hole ~
Mottled soil:
Observed at ::s.
feet of depth.
}lottled soil:
Observed at .:::::::.
feet of depth.
Not present in boring hole
Obs~n'ations and cou:nents:
Not present in borin~ hole
Observations and comments:
. ,
---_._---_._,._.+_..-_.._--~-_._.._~._---'-----~_.~.,_..~--'--_..__."
,
.'
SEPTIC SYSTEM DESIGN
DESIGN CRITERIA;
Existing 4 bedroom type 1 single family home. No garbage disposaL
WATER USAGE;
600 gallons per day maximum.
. "_..' ...___.",...... ,'~'J .~, .".
PERCOLATION RATE;
12 minutes per inch.
SEPTIC TANK;
Examine existing septic tanle Check for size and condition, reuse if possible. Install a
1,500 gallon precast double compartment tank if needed,
PUMP CHAMBER;
Install a 1,250 gallon precast tank. Set pump as specified for a four bedroom house.
DRAINFIELD;
Treatment Mound, pressure distribution required. Located on a 8% slope. Total mound
area is 50 feet by 80 feet. Rock bed measures 10 feet by 50 feet. Downslope dike width
is 25 feet, upslope dike width is 15 feet. End dikes are 15 feet each, Please see detail.
GENERAL CONSTRUCTION PRACTICES;
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.
I r
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130IL TREATMENT SYSTEM SITE PLAN DRAWING
REQUI:RED INFORMATION Check box if completed:
o.rrorlh arrow 0 La.kn, rh'.rl, .tuams, wetland.
o DuJ.p.ated soU treatment ..,... 0 Ordl.uary hip wahr level of pubUc waten
o Alternate KIll tn.tm_Zlt are. 0 Tea-year Ooad elevation
o SoU boring. . pete t..t loc.tion' with 0 noodina potential a.n..
hOrUol1W . .,.rUe&! rererence point 0 Location of disturbed or compacted areu
D Wen. wit.hlD 100 r..t 0 Location of run-on potential azeas
o 5...,. u.o.. ",,-l,thlD 50 r..t of w.u. 0 &levaUoD. of bottom of",U tre.t.m.ea.t are.
o DU"~.D or _O~lal _.~=~~=_.__~~_~-~~a~ rO~0-~~i~k=~~Dt~_D&D=.-~~~==--. ___~_CA LE:_~'~Ch__ = c=4~fr
~
o Road r1pt-<>r-...y(a'
o Lot liD"
o Lot dim.luJonl
D Lot ....em.nta
o Setbacka from buUdln,..
o Propo...d . exhUn&: bullcUnp
with fOWldatlonl
"
--)--.--- .------_. ..-.-.. --.-..- .-..
..---. ..-...--..---/"-....
r-'-- -.------- -------~~~~---~-.-~~--~~--=~~.~~=~~~~\~=.-..-~.-.:.--=~
.. t~l~-
tt PHf(J,L~
GAt~6~
_GIlE1€L -------HW':iF.:- - --.
__~1_:,:~_ 1~~C___
. -~-- t:
gy,LEuu.t.,
:'100'
,/ \.;;....v~,<::::::,.\J"'o.~,~
lVlo 851"'1,'
---...............-._.....1
~""t,,,,
9. '1 , '"
(Co. S
I-'<-~~~ C::::.~,
---
I ~_l"-~
-
l/'----\~ (.J~\
,
~~~~~'-~-~E;~~~'.. .-:~ :.;;_~-to!~~
_ . ~ _ _ _ _ .:: c
" --.L-"":-:th's=
I ~~I~:
..~ <jS--r:sC "",,"Ii'-":J>\ - r',-
_._~.._.______,____ -. --_..~~~..__._.._., ".--..-.2:.---
"
----(~---_.-
....1
r\
.-:,,~.,((..--
..--..- -. ..--. .t.....'~.-
(') ~\)v
'. .--:rICE"" L_
. ["')
--!3.5-
_..A!1~1
. ("j
~
P'-'fC,--,~
S, ~:\~"'f"
,/1--\A", ;";;" \ .::...
1~,,,,
Z?9, Q;
c;":!'.S,.
,;>\-.____ .___._..__.._.. ~___.._.. _..__u
~L\'~ 9 ..
.I-.._..~._ ~~_L.~_:__.-.__..'-----._-.- ...- --. ._~.-_....-- -.. -. .-.-. ..n . . --,-... .--.----
-="'=. Jc ("'L'<.",)-,_.
_un. ";;;:~.)-~.-...._..-.
_;=0..' 'C& .. _.._ 0' _._.. ___;L;.?,~G"'u."",_
-'''0 ~D .c-1'F'-..=, ____~.-~::~~-c:,.b<:~-b..c,....
--- -- ----1-;- X,=,.~.~Qfo \. _.n_ .((,""'f' L,.,~.._..
.I';:~~-.....- _ ...........--.-..-----. ----.- .-.--- .-......- ---..-..--
d ~'
\
_.L
,
SD
__. .I""~~~:r..Lh..,~."",_~.
<. --.J
&~
-_._\-
I
!.1<\,
l.y--
IS~'_..[J
,
Q "
.-.-- /H()W;~ .
~ . Lr1kC-.-
De..lp.er Slpatun
~~.
~--
46~
11_ ~-CJ r--L
Dab
Lie.D." It'umber
I
I
I
-1
MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
I EsLim&1ed SC'Q"IEC F1ov.,. in GI.IIOl1J p::t DIY (g:pd)
I S~fbet Type I TYpe II Typ= m I Type J".'
Bedrooms
. 300 :2j 180
3 450 300 218
<4 600 375 256
S 7~O 450 294
6 900 S2j 332
7 IOSO 600 370
a 1200 675 408
A. FLOW
Estimated i.OD
or measured
gpd
x 1,5 =
gpd.
B, SEPTIC TA.:,\;1< LIQUID VOLUMES
J ,Dc...:" gallons - Gt:>-.>~~ ~~~
C SOILS (refer to site evaluation) Numbc:r - "- ,
~... "-' ...
1. Depth to restricting layer = =:,,,,,, inches or ""'-
Bodrooms """"' =
2, Depth of percolation tests = Id- inches -
3, Percolation rate I :>-- mpi 2 odou 7S0 1,125
''''. '-roJ 1.500
4, Land slope P:, % 5",6 1,500 2.250
7",8 2.roJ 3,roJ
over 9 See fia. C.6 (,1.5)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: A x 0.83 =
b <:::,c;:" . gpd x 0,83 sq, ft./ gpd = S~sq, ft
Select y,,;dth of rock layer 00 feet or Jess) = l t:::>
Length of rock layer = area -;- width =
'S:'D2::>sq. ft, -;- ('t::::, ft, = ~~ ft
2,
3,
ft
Rock Bed
~~~~~~~~~'~~~~~~~~~I
~~~~~~!,!,!,!,!,!,!,!,!,!,!,!,!,!,~ .
~:.-::.-::.-:::::..-::..-::..-::..-::..-::..-::..-::..-::..-:::::.:::..-::.."V'hdth ~10 ft.
..~.~.~.~.~.~.~.~.~.~.~.~.~.~.~.~.~ I
.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,.,~
.......!...........".....,,_...~.................-'..-'..-' -
E, ROCK VOLUME
L Multiply rock area by rock depth to get cubic feet of rock;
S:c:t::::.sq. rt x..l-.. ft = S:~cu, ft
2, Divide cu, ft. by 27 cu, ft./cu. yd, to get cubic yards;
.s.=~cu, ft -;- 27 = a, s:: cu, yd,
3, Multiply cubic yards by 1.4 to get weight of rock in tons;
(8,~ cu, yd, x 1.4 ton I cu, yd, = Z. Co tons,
Length
F. ADSORPTION WIDTH
1, Percolation rate in top 12 inules of soil is I;;L mpi
"'"
.,
..
..~
.
do
....
""-
Ab!o:l:-;:ltion Width SiZ1'Ig !Jblt' t :
Pen.':ola::iot'\RilL' G.oJl.....I:~
~ul" per :"'""Ic.h Soil Texture ,:-.::. ......;,.
(mpu 1- ~..
2.
Select allowable soil loading rate from table;
, ., <=7 gpd/ftl
1.20
1.20
0.60
0,79
.O,bU
0.50
0.45
0.24
4.
FaSler than 0.1
0.1105
0.1 .05
6 to 15
16 to 30
31 to 45
46 10 60
61 to 120
Slowenhan 120
I
Multiply adsorption y,,;dth ratio by rock layer width to get
required adsorption width;
I~ x I.~t= 16 ft
Coarse Sand
Sand
Fine Sand-
Sandy Loam
LOam
Silt Loam
Clay Loam
Clay
Clay
3.
Calculate adsorption width ratio by dividing rock layer
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
L20gpd/ftl+ I '7"l gpd/ft2 = I, C'L-,
.. Soil hiving 50". or mart of ~ or "C')' f.:w SUlci
I r
1.00
1.00
2.00
1.52
2.00
2.40
2.67
5.00
21
G, DQV\'?\'SLOPE DIKE \\10TH
1'. If landslope is 3% or more, subtract rock layer \\idth from
adsorption \\idth to obtain minimllm downslope dike toe
I L.. ft - I.", ft = , "" feet
2. Calculate Minimum mound size based on geometery:
a, Determine depth of clean sand fill at upslope edge of rock
layer: Separation L feet
b. i~t~i;!;,?~;:;;:,,~;~~,bJo~~d'IOP' ~'.'~~~:~~~~;;0
I::'" x & % + 100 = _ '& feet .. . SI.p.DII.ftrt.nt.
Upslope Width . ... ........ . ..
c, Add depth of dean sand for separation (2a) _feet Roc' Bed Width
at upslope edge, depth of rock layer (1 foot) to depth of ~ foet
cover (1 foot) to find the mound height at the upslope edge
of rock layer;
I ft + 1ft + lEt = ~ feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of :\. C\ ~
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: .::;. x ~,~ = "'l feet - u~ I s: I
f. Add depth of clean sand for slope difference (2b) at
dO"'"f\slope edge, to the mound height at the upslope edge
of rock layer (2c) to find the dO"'"f\slope height;
2. ft + . R ft = 3.. 'N.feet
g. Enter table with landsJope and downslope dike ratio,
Select dike multiplier of S:. ~5
h, Multiply dike multiplier by downslope mound height
to get dO"'"f\slope dike \,idth: 3.. C>o. x~,~ = ~ feetu ~ 2..::.. '
1. Compare the values of step G.l and Step G.2h Select the
greater of t..'1e two values as the downslope dike width;
2 <: feet
j. Total mOllnd "idL'1 is the sum of
upslope dike (G.2e) width plus rock
layer width (02) plus ~
downslope dike width(G.2i); ~
~ft+ (<:::, ft+ 21: ft= ~~feet ~
k. Total mound length is the sum of
upslope dike width (G,2e) plus rock layer
length (D.3) plus upslope dike width (G.2e);
/ ~ ft + ~ ft + r ~ ft = 7(::, feet
Dowr"lo;>t """"dth
_feet
I r
--,._._.~-_-----..........-~-_._~
Totll Length
Downslope Lpslope ;:1 ~:l
:;:1 .:1 ::1 Ii:] i:1 ~,1 .(:} ~;1 <I
~ ~Iopt I.
0 .0 '.0 5.0 '0 7.0 lO '.0 5.0 6.0 '.0
1 c.J; .t.:7 ':.:.6 1i..>8 ;.53 ;'.111 3.0, 4..i6 5.66 "-" ;.41
2 .;9 'us ':.506 ~,E1 B.J.4 :.U ';.;'0 ;(..:.4 ~.:;& 6.:;( 6.9"
3 _;0 ;(.:-1 :.Ob :,~2 i." 2.;:; 3S7 us '''' S.7'\I '"
, " 4.:6 t..~ 7.89 1;.72 C60 3405 07 '.M ". .'"
S " ~:lJ t.6i h.5i 10.;'7 :"'61 "'J '.CD ,., 5.:9 :.71
. ... .5.16 :.:4 Lili IlO1 '-" 3.:3 H5 '" 4.93 ~AJ
7 .., 5~ :.b9 1 ~'..>4 13.i) 0" ~ 17:l c:; 4..70 $.1)
. 95 Ci~j "'J 11_4 ].5.91 1<2 '0; 3.5'7 ,a; 4,49 ,...
. .i) ". 1H" lh.92 2.:.6 ." H5 ''''' 00 .'" 22
10 "' '" :co 1500 :.2':;3 :"'31 :'.M 3.33 J.:'S CJ ....
11 " ;:4 ~ 1; J 17~ JO.c.3 C,. :'.:'"1 3~ 3.1>1 39'S .'"
" .. ;.. :250 ,;43' 4j.75 :"'21 :":i) 3.:2 J" ,'" 4.t!
MOUND CROSS- S[CTI ON
---~.- ~----'-"-'". -- -'---'-"' ',._-.
b
r~RCENT SLOPE OF
ORIGINAL SOIL
~FT,X S'c::::::,. F'l'.SIZE OF ROCKBED .~"'" F'p. X 2:,c:::,. FT. SIZE OF SI\NDBI\SE
GEOTEXTILE CLOTH OR
COMPI\CTED Ill\Y OR
STRI\\~ COVERED WITH
Ill,D IWSIN PI\PER
~ ------
---------==
6 INCHES OF TOPSOIL FOR
GRI\SS COVER
~k--
(~ FEET
WID'!'ll OF ROCKI1EIJ
12 INCHES OF SI\NDY LOAM SOTL
TI\PERINC TO 6 TNCIIES
o 0 0
9" IWCK DELO\4 DISTIUDU'l'IO"
. ORTGINM, CRADE
1" l'
(z.. INCHES OF SAND 'k Z-",- INCllES OF SI\ND
~ ROUCl/ENE!) SOIL SUPFACE ~
"
-
I<'-- .J...:::. FE 1':'1'
UPSLOPE: DIKE \^lID1'11
~t--
2~ FEET
DOWNSLOPE DIKE \^lIDT1!
~J
-'
, ~-b
Il'/.-
:?-
2L(.... --r:~.>... =\;::- ~"'<'~
. :ok
CLI':I\N \-II\~;(IF:D SAND OJ( Al'PHOVF:D PIT HUN ~:AND. 1'1'1' nUN :'I\NIl ~1lJ,';'I' BE I\PPI<OVI':D BY SCOTT COUNTY
j':I'IVJIWNMI,N'I'ATJ IIE^,,'l'1I IlI-~FOIH: Tjll,~ DAY OF CON:-:'I'IWCTION. WI': WILl, ('I IAlle I,: FOil AN INSPECTION FOil
'1'1 \J:j I\PPROVI\I,.
PRESSURE DISTRIBUTION SYSTEM
"
L Select number of perforated laterals
~
2, Select perforation spadng =
'4
feel.
3, Since perforations should not be placed closer than 1 ft to
the edge of the rock layer (see diagram), subtract 2 ft. from
the rock layer length,
...0::,. ).
Rod "r" ""gth - "- f1. = L..I ~ feet.
4. Determine the number of spaces between perforations.
Divide the length above by perforation spadng and round
down to nearest whole number.
Length perf, spacing = St:> ft. + 1L ft. = I J. spaces
(3) (2)
5, Number of perforations is equal to one plus the number of
perforation spaces,
.t:6. spaces + 1 = (2,. perforationsllateral
6. Multiply perforations per lateral by number ofJaterals to-
get total number of perforations.
~, x ~~=l = 3, ~ perforations.
7. Determine required flow rate by multiplying
number of perforations by flow per perforation
".3,1. x { '7 .(z... 4 m.
P"" i?',/p<ri - gp
8, If laterals are connected to header pipe as shown on upper
example, to select minimum required lateral diameter; enter
table v.'ith perforation spacing and number of perforations
per lateral, Select minimum diameter for
perforated lateral = 1'1 'L. inches.
9, If perforated lateral system is attached to manifold pipe near
the center, lower diagram, perforated lateral length and
number of perforations per lateral will be approximately one
half of that in step 8. l.:sing these values, select minimum
diameter for perforated lateral = I'/"L- inches.
I r -~---------~-_._--._----_..~--
END PERFORATION OF to P[R.ORt.7ED u..TEr;t.~
.~rG1DU~fI!
t: ,,,~II ~F
(..',~.".' , ';;';~yer 01 ~lnllll fobrlc (Of'
','.- L.oomy SoNl' LD)'<< I ,: r.c.l'lle~ cll'DJ to' "'0. t.......,,,
.~',. , / ""h'",rDfJr.~)
~~:~QI~ J ql~;~~'~ .....~~~ ,p.rl~~.~11OI\ Onll.d HOfllOl'\le "
" . q. .~.. \ _'~.. ,... "" tow '0'
f;.l/."Plul ~4- I.J l.-o,r 12"0 Eoo.
tnrnin FIeld Rocb.. ._~ 01 R~. Wlrtr
:....;:..... tf..rfororloN 'L.b<<ll~ ell
r/:". Cite" Sol'tCl tAr-' BOflom 01 lOllrol
'......
-L Oriiln; Soil ~7 s:arlfl"
&.fOl" Ploclroq Sond Lcryw
~PHI"wiol'1l!."'J\~
inpDoNpc1lninvw~
""""I
......'"
....,
1.0a
2,Ob
~-,.. Il-'"
0.56 1/ 0.74 1\
0.80 r J.U4
a. Use for single family homes
b. Use for all Other apPUc.ations
Maximum nwnber of quarter inch perforations p€:i
lateral to guamantee < 10% dis.c.harge variation
Perforation
Spacing
" (feel)-
1Y.
2
28
26
25
23
22
2.5
3,0
3.3
4.0
5,0
14
13
12
11
10
B
18
17
16
15
14
loI_P'D~O ~OUTttI :.1 ["l: ~ ~ "S1Plfl1Tl~ ~..
,
...---?: .
/ ~,:,"~-.
~"" ,--
~,...-'
u.ro..., or "I:llfOOO,"n "'''1: ....'T't...~ 'tI~
...t~~1>5'......."llOO"'oO...cl
M....._'n"'.."'.~ ~
"<-................ .....<11.. __ ,_-
1001) """'''.''-<{''','- ~ff"'"
.:ll.!:. '<;.-.,....... " A --"""
,............... ..,.....-
-
...~
24
Sizing of Pump Station
1. Dctcrmin~ Surface Area
Rc-::anblc ;;: A.rea ; Lx \\1
~ ,I", = S:"'" square feet
Circle = Arca = ~ x (Radius)'
3.14x x =
square feet
Other = Get Surface Area from Manufacturer
sq uare feet
I
\l,r,dth
I
- Length -
2, Calcula te Gallons Per Inch
There are 7.5 gallons per cubic foot of volume, therefore you must multiply the area times the
conversion factor and divide by 12 inches per foot to calculate gallons per inch
Area x 7,5 + 12
S:D x i.5 + 12 = 3\ ,Z.-;a11onslinch
'-
3, Calculate Gallons to Cover Pump (with 2 inches of water covering pump)
(Height (in) + 2 inches) x gallons/inch
( I"" + '- )x::!.LZ.:;;"= .1.'1 <;;gallons
4. Ca]cuiate Totai i'umpout Volume
A, To m,ximize pump life select sump si:re for 4105 pump operations per day,
,{~ D <:::> s-pd + 4 = t s;. = gallons per dose
B, Calculale drainback
a, Determine to!.;1 pipe length, ~ feet.)
b, Determine liquid volume of pipe, ~ gallons per 100 feet. (see page F-13) ,
c. ~lultipjy length py volume: Drainbacl\ quantity =
Th- feet x ill gallons + 100 ft. = ~ gallons,
C To!.;l pump out volume equals dose volume + drainback
I $'b c,llons per dose + I 4 ga)lons = t <--4
Total gallons .
5. Calculate Volume for Alarm (typically 2 to 3 inches)
Depth (in) x gailons/inch =
d- x 31,1 > = ~ gallons
e. Calculate Reserve Capacity (i5% the daily now)
Daily now (see page D-i) x ,75 =
L "'= x .75 = ~gallons
i. Calculate total gallons
gallons over pump + gallons pumpout +gallons alarm + gallons reserve
3~4-t-5+6 J
~ 'I -s: ./l.:."-' + Co ~ + -4.0:::,=1 ":>:''-gallons -
8, Total Depth (Total gallon divided by gallon per inch)
Total Gallcn+ gallon/inch
0=8-+ ~I. 2 c= ~ inches
u~-=-
9, Fleat s,pararion Distance (equal Iota I pumpout volume)
Tot')l ?u.'.mpo,:! \'c1ume-:- gallons/inch
I~+'ll.z..;:.= -S:': ~ Inches
I Estimated $~'90'aEe Row in Gallons per DIY (gpd) I;
I Nu:rbcr I Type I Type II Type ID Type IV 1 :.'
Bea.ooms . .
2 300
3 '50
4 600
5 7!-O
6 900
7 JOSO
8 I 1::00
115 ]SO -
300 118 ~
375 :.56 ..
.....
'50 :9' .
~:.s -::~.. ..
600 370 -
=..".
675 ~8
~--,.....-, ! .....,-'!!'~....
I I ':'...'"
1.:..5 i.n
1.5 10.~8
... li..:3
:'5 :~.S7
. ,S.'
56.]
I y Rese.....e wp8cily I
Y Alum
... Pump On
t
I To aJ Pumpoul Volum/:
... Pump Off 1:.
Pump Hei&hl~
~
~ 2---;:1::::> ~j:.\(~
::::>
- l Av--\~
28
_..._-~-_.._.._,---,,----_..__.._--~+._"~-~--""..-
r'----''''''-'--'-'---'-'-'-'---
1'1 'MP SUFrnn", PROCEDl"RE
A. Determine pump capacity:
Gravity Distribution
1. ~Iinimum suggesled is 600 gallons per hour no gpm) to stay ahead of
,,,,taler use rate.
2. Maximum suggested for delivery 10 a drop box of a home syslem is 2,700
gallons per hour (45 gpm) to prevenl build.up of pressure in drop box,
Pressure Distibution
3. a. Select number of perforaled laterals
b. Select perforation spacing = feet.
c. Subtract 2 ft from the rock layer length,
._ . . ~ 2 ft. = feel
JtDcJ<. _yet "51" -
d, Determine the number of spaces between perforations,
Length perf. spacing = _ ft + _ fl. = _ spaces
e. _ spaces + I = perforationsnateral
f. Multiply perforations per lateral by number of laterals to
get lotal number of perforations,.,.......,.. x . = perforations.
:.1tl"Ll' ?C"/1lI1C'Ll-
g, ..... x~=_gpm.
SELECTED PUMP CAPACITY ;2.<::] gpm
B. Determine head requiIemen~: C""~.\<2t--c.~ TL:> \j ;::K'~. \
1. Elevation difference betwe€n pump and point of discharge, { ,
:::: feet
2, If pumping to a pressure distribution system, five feet for pressure
required at manifold if gravity system, zero.
s:- feet
3. Friction loss
a', Enter friction loss table with gpm and pipe diameter,
Read friction loss in feet per 100 feet from Llble,
F.L = _I. c: fl./1oo ft of pipe
b. Determine toLl! pipe length from pump 10 discharge
point Add 25 percent to pipe length for fitting
Joss. or use a fitting loss chart, Equivalent pipe
length. 1.25 times pipe length =
Y'~ x 1.25 = I "" '_ (ect
c, Calculate 10LlI friction loss by multiplying
friction loss in ft/1oo It by equivalent pipe length,
Total friction loss = I .,,"'" x I c: +100 = I. <' feet
4, Total head required is the sum of elevation difference,
special head requirements, and lo:al friction loss.
~
(1)
.,;;:
(2)
+ '2......
(3d
I;L feet
+
TOTAL HEAD
C. Pump selection
).q
1, A pump must be selected to deliver at least
gpm (Step .-\) with at least I ~ feet of total head (Step B),
. I
.------'-----.---..-------.---~._r
(NO P(~~ORA";"IC" or: A p(FlFOl;,.L~D ~U("L..
.....-.Gt_';.tf
.J= h_" ~~~.
'>:-~!><>"Olu.... ;r-;~.~~~~'~..;~.:~.....
'.. . , .,,~ ,.., '...... ,......1
~'-'~ '''~ .-.-.-~...~,- ~"'~ -"~"'"
,,' ..... \...~.,,~._'~
~)/" PlUI ."" -ol.l lloell IZ' 10 t~"
>1""t,ft n.l.. A"'-l<"~ .....\.1 .1 ""'-I u.,..
'L,....-r......_.~'.....,
.c:_Sot>fu.,... &.,......'-'I...c'...,
-.
-L 0r1~ $0011 ""~J ~,rIM
&rftn .._"" $.0.... ~
Required Perforation DLc.charge
in gallons per minute (gprnY
Di>charge
Head
({eet)
1.0a
2,Ob
Jc ...0."""
"
y'lIIdlpm
0,56
0,80
0.74
1.04
a, Use lor smgle lamily homes
b, Use for all other applications
I(Jmp
gpm
10
12
14
16
18
20
25
30
35
40
45
50
55
60
Pipe Leogth
POinl of Dischar ~
-;;cvation ;iffcrc:ncc I
F.1Sb
].5 inch 2.0 inch 3.0 inch
Fri;.ion;05.If'C' JOOfl,.ofj:l:?c
0.69 0.20
0.96 0.28
1.28 0.38
1.63 0.48
2.03 0_60
2.47 0.73 O.ll
3.73 Lll 0.16
5.23 .1.55-- 0.23
7.90 2.06 0.30
11.07 2.64 0.39
14.73 3.:8 0.48
3,99 0,58
4,76 0,70
5.&0 0.82.
32
F-15
~ I PUMPS
80 - -... I r /2 HP - A HEAD. Y. HP-A I LJ-iP- B I;: HP- C
'V~ FEET' 'Z ,
(Flow in 9Prr1?
70 - I
10 69 77 108
tf II 1'-1 ~; 61 65 :~
c 60 I! I '" I 25 8
"2 5~~} HP-S, ~+r ~ ~ ~~
I 40 _ I '"' I 60 25
'~ ~ 1/3 HP-'O -.......-. ~U.;g I;
S 3O;~ ~~ 1_'_'_'__'_'
1/3l-'P-D
63
54
43
25
o 20'
~ - '/1 HP~C
10--
,+
I
~-I-
. !! I '. I , I ! I'! I
20 . 30 40 50 60 70 eO 90 100
Discharge, in Gallons per Minute (gpm)
-,\
.J
-'
00
10
.-. - .~. -." -.------
,
_______.. _ Ficurc.F.ll..._.__._.
._.. --------.-----.
I r
-_... t
II
PIGGY BACK P\JJG IN WEATHER
PROOf ENCLOSURE-OR LOCATE
IN HOUSE aASE MENT
POWER SUPPLY---O
J CONTROL WIRE .
*fY"K PUMP PowER CORD---../'
24- MANHOLE
ALARM WIRE
\ MANHOLE CO\'[R SECURED 1'0
PREVENT U'","UTHOR'ZED
EN7RY
r UNION DR OTHER OUICK
\ DISCONNECT fiTTING
\ 11 rPIPE IS LAID ON A
UNIFOAA< SlDPE FROM
PUW' STATION UP TO
,,' , . ~'L 1'REATMENT AREA
--; - FOR PRDPf.R ORAINBA:K
"
J"
~
~.
[rR0I.11 ..'
SEPT IC l--c:'::::J
TANK J ~ - ~
(
"
PLASTIC ROPf. OR CHAIN
WITH ANCHOR
AlARM rLOAT ON SEPARATE
ELECTRICAl CIRCUIT ~
,RESERVE CAPACITY
AFTER AlARM SOUND!:
- - ~ - - ...sTMlLL~El...2 - ,B:.- - ., --
-rJ \.
IF P'PE AT TANK ""JST
BE LOWER TKAN UNION
TO GET ElEVATION FOR
DRAINBACK,. A 'I. INCH
WEEP HOLt. MJST BE
USED
L,~
UPI>C fTY
AT LEAST
73 CAlLONS
- r - - - ~uT - Q[. .J.EVEJ
12"-IB- MINlhlUhl OEPTH
..,J
u___
UlJ
'<J.1joo,
*~
I
-
/REDWOOO, CEOAR Of!
WATER TIGHT a LOCKABLE ELEC1'RIC BOX~ J TREATED POST (4,4 mln)
PLUGS OR ELECTRIC CONNEC1'IOIIS ::>- '....---- ALL ELEC1'RIC CONNEC1'IONS MADE
2" PVC CONDUIT SCliEDULE BO l L:" INSIDE BOX
MANHOLE COVER CHAINED a LOCKE~l G"SPACE' fLOOP OF POWER COnD FOR
~ SETTLEMENT
SEALED I.\ANHOLE R\tI3S t I FINAL GRADE l.
J --iJif" I ~'" / I
~ /~v
.~ ,,' AT LEAST 12" T,.i%
. - \ BELOW GRADE
UNICt-Jl ~( j
" ~:..-"__oc -LWIRE FROM PO-HER SUPPLY
_ . ~ -' '-PIPE IS LAID ON A UNIFORM SLOPE FROM
. --::r PUMP STATION UP TO SOIL TREATMENT MEA
",; FOR PROPER DRAINBACK
- l' L IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATIOII FOR ORAINBACK,
A 'I. INCH WEEP HOLE MIJST SE USED
- - WEEP HOLE
SEALED Tr<NK COVER-
l
PLASTIC ROPf. OR CHAIN ·
WITH ANCHOR "-
ALARM flOAT ON SEPt.RATE ---..
ELECTRICAl CIRCUITAJ,I
3"'l1_ LEYEL. 0_ -;.f,,: j1\lf -
.SI-tU.!:9:E.U.Eytl..j] _ __1_~
PUMP CONTROL FLOATJ - .
UQOO
NOTES' ELECTRICAl WIRE ,ROIA POWER SUPPLY
MUST NOT RUN OVER ANY TANKS BUT
MUST BE LAID BESIDE OTIIEn TANKS
AND INST BE PL^CED IN CONDUIT
ALONG POST
ELECTRICAL CORDS ,ROM PUMP AND
flOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUIIO
CONTACT,
..
I r
---.-r
~
"
(
5~~
White - Building
Canary - Engineering
Pink - Planning
Tht Crnltr of Ihr L.b Counlry
BUILDING PERMIT APPLICATION DEPARTMENT CH.ECKLlSI
NAME OF APPLICANT
A.A e f D~A_ \-eu~ Jv u
v
APPLICATION RECEIVED
1/)...3/0 r
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
3975
(>>aA r cL ()} ;&L;
.
Accepted
Accepted With Corrections
><
Denied ~ I;;) f'
R,,;ewed .,,(}? jJ ~
Comments:
l. Ci(( ~;- 7L-<~~ -{.{L.u;:7
-,
Date: / tJ - ';;G:, -7' C
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction, Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid,"
.<
..
i
'j;
:,:
I I --r---- .---
.-1'-----.-.----- .__.._._____..u...._ .
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