HomeMy WebLinkAbout30139525 - PermitPermit #: 3O139525
Pin #: 37242
Project Address: 1701 W Twenty-Second St Unit:
Block: NA
Bldg:
f.ad:2122
W
Assessor'sParcel: 001-282-14 Lot: 69
Owner:
Address
Contractor:
Address:
Tony Ceja
1701 W 22nd St
Santa Ana, CA 927062414
(7',|4172',t-5972
King Neptune Pools
1409 Riviera Drive
Santa Ana, CA 92706
(714) 200-811s
Fee Type
01116002 5160i Cap Fixtures
01116002 5160C General Plan Update
01116002 5160i lssuance
Amount
o.bv
z',t.25
52.98
Fee
$6.69
$21.25
$52.98
Qty
1 .00
1.00
1 .00
Tenant Name:
State Lic #: 1O1O744
Lic Type: C-53
Bus. Lic #: 363008
Workers' Compensation lnsuranceiCarrier: FALLS LAKE FIRE AND CASUALTY COMPANY
Policy #: FLA004685
Expires: 0312412019
Building Usel
Job Type:
Nature of Work
Planning Conditions;
Single Family Dwelling
Demolition
Demo Pool
Zuniga, Alli
10196613
..v
Date
Date
Date
Occupancy:
Constr Type
Code:
R-3, U
VB
cPc 2016 Notes: lnfill existing pool and cap plumbing
l\,4isc. Receipt:
l\.4isc. Receipt:
Misc Receipt:
Total
Every pemit issued shall become invalid unless the wotk on the site
authonzed by such permit is commenced within 1 E0 days aftet its
issuance, or if the wo* authoized on the sile by such pemil is suspended
ot abandoned fot a petiod of 1 80 days aftet the time lhe wo* is
comnonced.
$80.92
$0.00
$80.92
lnspector MID#: 2018-143719
01 1 16002 51600
01 1 16002 51602
$21 .2s
$59.67
Fee Total
Paid to Dale:
Balance Due:
city of Santa Ana 20 Civic Center Plaza (M-19), Santa Ana, CA,27O2 Plumbing
Permit Counter: (714) 647-5800 lnspection Requests: (714) 667-2738 lnspector Section: (714) 647-5853
Address Range:
Historic: No
Suite Range:
Zoning: Rl
Phone:
Phone:
Planning Approval By:
Plan Checked By:
Permit lssued By:
Sub.iect to Field:
Building Permit #:
06104t2018
Account#
PLUMBING.INSPECTOR BECORD
APPROVALS DATE ID/SIG.COMMENTS
UNDER GROUND
Waste & Vent
Water-Under f loor
Gas-Underfloor
Building Sewer
Area/Storm Drain
lnterceptor/ Clarilier
TOP OUT
Waste & Vent
Water Piping
Gas Pipinq
Roof Drain
Tub/Shower Test
Rough Water Heater
POOL/SPA
P{rap/Drain Line
Main Drain/Pool Pipino
Fill Line/Back Flow
Pool Heater/Gas Line
Miscellaneous
Gas Service
Water Service
Lawn Sprinkler
Sanitary Sewer/Cap
Rough Plumbinq >B*a
Final Gas Test I
Meter Release I
FINAL au 8 $cJ1
Notes, Remarks, Etc.
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I ncrchy ailnn undcr p.nairy ()r pclury rh I d.rcnlr ri.'n rh. contlcros Liccn{ Lar hrlhc lblb*ins rcuqin is!.ro.ll5
Ausincss d Ptuf.*ion C.d.): Any Ciry or Coumy which r.quircs a tcirnil lo consrtucr- rlrcr. inDrov.. dc&ri1h ur {nrn rnY
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applicanr lor 0F.nrir suhjsr!rhc ltpliunr ro !qvrlpcmxlot.or Ntrc lhnn firc hutulicd dollr^ (s5mr.
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lh. |,DrEny who b{ilds r iqms rls6r s,n who dc sh wd( hinElf or hrelf or rtDlgn nae q lE os..nployc.s.
povilr<l rhd sh inpolmil.i @ rcl iiror.t d6roittd6rsh. tt howsi lh. building o inprlwm n$b*ilnhorct@r
ol otr"bliotr rh. OwBr Euildn *iI h.w th hrd.n ot Flliig [Er lE or sne dij mr tdi]d .. i,qroE rh. pmpqly ltr tlt !'qr$ of
l. ei owmr or$c pop.ny, s .rcluriv.ly .onm.rin8 wirh li.cnEn contrucroE ro @i{rk| tlE lmiir (Scc 7041, Busms
ad Eshsbn Codc: Ttc Conrrmro* Liccn* trw do6 Bn aprly ro o owoe. oft o!.ny who builds or inqrots rho@tr
and eho .ot|imk fo. skh ,n,j.cls wnh a Conrm.ro(sj lacn$d punua ro rhc Co.rerq ! Li:c.s LrvI
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will
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trh, Codc. lor rhc nsli,rnwrc of rhc vork fo {hich rhc Dcrnrir i\ i\rucd.
I havc and sill Minrsin *orkcr( .onlpcnstrr ion insuranc., as rcqutcd bySecrion3T00oarhc l$o. Cod..lor lh. P.donlmc of
h
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s N to lE.m slbi.rl b rhc $odcs cotr{Ensrinn lawr or Ctrliromi( dnd a8nc lh,l if I should hC om subicd lo rh.
*ollsl omp€ncrlion pn)lnt,nsof Scciion l7{$of rh( Ltrh,I stull. ronhsith onply wilt rh,s pn,lnions
WARNINGT F,ilurc t surc w.k.s comFnslhn o
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'housnd
dol
DDCI {&rrroN
I h.Eby !flirm uidd pcndly ot 0.rjuy &'r I m lieBcd ud.r FDvtion ofchlplq 9 (ollmkinS sith S.dbn '1000) of Division l
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5?
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I hcrby llltD undcr r.hlryofFrjuryrh, h.rc is u.on{nrrion hMing uBctrcy for rhc Frao.nrine orrh. sork for whi.n this lEmrit is
nsucd(S( :1097. Ci! C.).
A@ICANTDECI.Aa^Irc!
I hel y afim und4r ncnalry ol pcriuy om of rtE loll6win3 d.chErions:
Dcmlirion PcrmnlArbcslos Norifiqrion Fcddl R.glllli6ns (Tnb 40. Pan6)
-Rcalircd
lxuo of Notiiicdbn
ire nol npplicahk ro rhis pmj.cr
I c.dilythlr, tuvc rcd rhk
o,timmcs .nd Slalc ljws
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hmmnl, wirh lllCir, Dnd Counr,
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I
Back Flow Device
sarbn 1076 ol ln. trhor Cod.. inr.r.r
".,,,Lr-4't('
Lcndcis Addrcs
-
=
oI TORO
INTERNATIONAL
GEOTECHNICAL EI.IGINEERING
June 19, 201 I
TI Project No. 17-00.9.2
Mr. Antonio Seja
l70l W. 22nd Street
Santa Ana, Califomia 92706
Subject: Limited Geotechnical Observation/Testing for Proposed Pool Abandonmenl 1701
W.22nd Street, Santa Ana Califomia
In accordance with your request and authorization, we have provided limited geotechnical
observation/testing based only on your calls. The limited scope of work consists of
observation/testing priorto placement ofbackfill ofthe pool located at 1701 W. 22nd Street, Santa
Ana, Califomia.
It is our understanding that three holes of4 by 4 feet had been made at the bottom ofthe pool and the
upper minimum 2 feet of pool's walls had been removed. The holes were filled with drainage
materials consisting of gravel.
Compaction was done by wheel-rolling of a small back-hoe (Bobcat) and water was sprayed as
necessary. The fill materials consist of brown sandy silt to silty sand. The laboratory test results of
the representative soil sample ofthe fill materials indicate that the expansion index is 12, which falls
within the very low expansion potential classification according to CBC Test Method l8-2.
Based on the laboratory test results of the representative soil sample of the fill materials, the
maximum dry density is 105.5 pcf and the optimum moisture content is 8.5 percent. Based on our
probing and field density tests, it is our opinion that the fill has been placed in with a minimum of90
percent relative compaction based on maximum dry density performed in accordance with the ASTM
D-1557.
Therefore, it is our opinion that the backfill for the pool should be sufficient for the intended
purposes of pool demolition. Site-specific geotechnical investigation needs to be conducted to
evaluate the subsurface soil conditions for future improvements, if any. If you have any questions
regarding this report, please call us. We appreciate the opportunity to be of service.
Sincerely,
TORO INTERNATIONAL
ca z<
Hantoro Walujono, GE 2164
Principal
l LEAGUE # 616"14 tRvlNE, cA 92602 TEL. (949) sss-1s82 FAX. (949) 266-8911
Ilo 11'l-l
EXP.3/31/19 t
)F OF
ES
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