HomeMy WebLinkAboutMITIGATION 1/6/1992
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;'_1~7..·_",_~::Yf$~ÜÜi' CaliTo:tÍ1Ïa' :93270-
_ ' _ ATTN: ,Mr,,:Riçhard~ Warren
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-RE: -- SUNDALE CólJNTRY CLUB 621S SUNDALE AYENUE ;-ßAKERSFIELD
EXCAVATION AND DISPOSAL .
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Dear Mr. ' Warren:
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At the request of Crisp C9nstruction, AquaGeosciences, Ìnc.:, ..
mobilized to the above, mentioned site to collect five' (5)
confirmation soil samples. (Exhibit 1) , The samples~were còlléète'd_-
{rom the base' and four sidewalls after the contaminåted soil ~-wa.s
removed. The remediation focused on the -area where one (1) _550 -
gallon underground gasoline storage tank was removed.
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On July 29, 1991, Crisp .çonstruction removed one (1) 550 gallon,
underground gasoline storage tank from the above described property
location. -SQ!l samples were collected from beneath the remove-d tank
'at-'S and 11 'foot depths and at _the south ,end of the. :exca:v:ation at
3 '6" . depth. - The samples were analyzed- -for total petròÜmm
hydrocarbons (TPH) as gasoline and volatile aroma~iès(BTEX) .', The
analytical results indicated gasoline concentrat.i;ons, of~6400c ppm at'
3'6" at the south end of the excavation, 160 ppm at,s feet and 20
ppm àt u.-· feet_ beneath th~ gas_o,line tank. ,The" concentrations
significantly decreased with depth; however;tlieYstiTl =remained' 'in
excess of state and City of Bakersfield guidelines.. _The poteptial
buy~r of the property requested that theconta,minated soil be
excavated and appròpri'ately disposed. .. - . -
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Crisp Construction contracted with Aqua~eRsciences, ' Inc, to prepare:
aworkplan which was approved on December 19,_1991 by Joe Dunwoody
of ~he City of Bakersfield Hazar~ous Materials ,Division.
On -December 24, 1991, after approval' of the workplan, Crisp_
Construction performed excavation procedures. ApproximatelY'loo
cubic yards of soil was segregért;.ed into "clean" and "contaminated" -
stockpiles. (Exhibit 2)' On December 24;-; 1991, after the
excavation was complet~d, five (5) confirmatio~ soil samples were
collected, one from the base and four, -sidewalls. ' TheY' w,ere
obtained from the backhoe bucket immediately after soîl excavation.
The 'samples were stored inQOR PAK jars--and capped. wi th -tef,lon
lined lids t~ ~ 100% caþacity.
The QOR PAK jars were labelled and promptly placed in a ice chest,
at 4° centigrade. A Chain-of-custody record was initiated which
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C:\CORRESPO\SU~ALE.LET
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:~:no~ w estwind~¡jriv~" Sµite 101-·:; Bakersfield, Califo.rn[~~~330.1;:::/_:' :~; -..-~ _,è :_,
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accompanied the samples to the analytical laboratory. The soil
samples were submitted to SMC Laboratories. The samples were
analyzed for Total Petroleum Hydrocarbons (TPH) as gasoline and
Volatile Aromatics (BTEX) using EPA Method 8015 modified and 8020,
respectively,
The laboratory reported that concentrations of TPH as gasoline were
not detected in any of the samples collected from the four
sidewalls. Minimal concentrations of TPH as gasoline (6 ug/g) and
volatile aromatics (BTEX) were detected in the sample collected
from the base of the excavation. Laboratory results and Chain-of~
Custody documents are enclosed as Appendix 1.
The depth to the water table is estimated to be in excess of 100
feet (Water Supply Report, Kern County Water Agency, May 1990). No
groundwater was encountered during the excavation procedures which
reached a maximum depth of 12' below surface grade. The alluvial
Quaternary sediments encountered were comprised of mainly coarse
and fine grained sands. Given these site characteristics, a score
of 49 for the LUFT Manual gasoline leaching potential risk analysis
is ·assigned. This corresponds to a very low potential of leaching
to groundwater and action level concentrations of 1,000 mg/kg for
total petroleum hydrocarbons as gasoline. (Appendix 2)
Based upon the minimal concentrations of TPH, BTEX and the low
leaching potential, it is the opinion of AquaGeosciences, Inc. that
the excavated area may be backfilled and compacted back to its
original grade. The "clean" soil segregated from the excavation
may be used as additional backfil¡. It is recommended that the
"contaminated" soil be transported to Gibson Oil and Refining where
the soil will be recycled for future use as road mix.
It is the opinion of AquaGeosciences, Inc. that based on the
laboratory analysis after excavation, no further work related to
subsurface contamination is warranted.
Respectfully Submitted,
AQUÁGEOSCIENCES, INC.
~
oalwin, R.G. #4779
~Princip 1 Hydrogeologist
,qRegistration Expires 6/30/92
CC: Mr. Joe Dunwoody
City of Bakersfield Hazardous Materials Division
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C:\CORRESPO\SUNDALE.LET
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I AauaGeosciences. Inc. Title Ex hl bit
Sunda 1 e Countn~ C1 ub
1701 \y'est",ind Drive Suite 1 03 88Iœr~mel(, Caltforn18
I Bakersfie ld.. C<llifornia 93301
T e lephon~ : (805) -328-0962 VICINIT'./ t1AP
F-~x 328-11 29
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APPENDIX 1
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S M C Laboratory
Client Name: Aquageoscien~es Inc,
Address 1701 Westwind Dr, Suite 101
Bakersfield, Calif 93301
Attention
Mr, Phil Goalwin
Date samples received 12-26-91
Date analysis completed: 12-31-91
Date of report 12-31-91
Project Name: Sundale
RESULTS OF ANALYSIS:
#4585 ID: N Sidewall
Benzene
Toluene
Ethylbenzene
p-Xylene
m-Xylene
o-Xylene
Isopropylbenzene
ug/g
0,0075
ND
ND
ND
ND
ND
ND
TPH (Gasoline)
ND
Method of Analysis for BTX/TPH (Gasoline):
MDL = Minimum Detection Level
TPH = Total Petroleum Hydrocarbons
ug/g = micrograms per gram (ppm)
ND = None Detected
¡¿M ~. W!~
Robert J, Mlchels
Analytical Chemist
3155 Pegasus Drive · Bakersfield. CA 93308
P_O. Box 80835 . Bakersfield. CA 93380 ·
Analytical Chemistry
MDL,ug/g
0,0050
0.0050
0.0050
0,0050
0.0050
0.0050
0.0050
1.0
8020 (FID)
. (805) 393-3597
FAX (805) 393-3623
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RESULTS OF ANALYSIS:
I
#4586 ID: S Sidewall ug/g MDL,ug/g
¡I Benzene ND 0.0050
Toluene ND 0,0050
Ethylbenzene ND 0,0050
,
II p-Xylene ND 0.0050
m-Xylene ND 0,0050
o-Xylene ND 0,0050
I Isopropylbenzene ND 0,0050
II TPH (Gasoline) ND 1.0
I
#4587 ID: E Sidewall ug/g MDL,ug/g
I Benzene ND 0,0050
Toluene ND 0.0050
Ethylbenzene ND 0.0050
I p-Xylene ND 0.0050
m-Xylene ND 0.0050
o-Xylene ND 0.0050
I Isopropylbenzene ND 0.0050
TPH (Gasoline) ND 1.0
I
#4588 ID: W Sidewall ug/g MDL,ug/g
I Benzene ND 0.0050
Toluene ND 0.0050
Ethylbenzene ND 0.0050
, I p-Xylene ND 0.0050
m-Xylene ND 0.0050
o-Xylene ND 0.0050
Isopropylbenzene ND 0.0050
, I TPH (Gasoline) ND 1.0
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I Robert IJ, Michels
I Analytical Chemist
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RESULTS OF ANALYSIS:
#4589.ID: Base
Benzene
Toluene
Ethylbenzene
p-Xylene
m,o"-Xylene
Isopropylbenzene
TPH (Gasoline)
a(µ:} ¡1J!u1d,
Robert ~. Michels
Analytical Chemist
ug/g
ND
0,0085
0,010
0.077
0.14
0.014
MDL,ug/g
0.0050
0,0050
0.0050
0.0050
0.0050
0,0050
6,0
1.0
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PROJ. NO. PROJECT NAME 1,
5(,0'1 dql G ~ SM~ L-IIiJS
NO. Sample C'J \4". fvðíe
L.P_ NO. SA M PL E R S :~t:;;ure/N umber) OF Type #-::J.l(?-
(PO NO) /ìl;J~ //Jf;I¿;--V-~ 5011
- CON- (51
TA(N· Water
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DATE SAMPLE I,D. REMARKS
TIME Sludge
MM/DD/YY HHMMSS (Sg)
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/),?~)ql ¡ ,;;,·X.{" oJ .s .., 'J"~/I /1 .s V 4Sec;,
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Relinquished by: (Signlture, Dalerme Re~eived by: (Sign.lure) Remar~s c@ Send Results To ?Á 'i' 6,00 / I.tJ I .:-.,
~~ Attentoon of .
-. í:, y" a rQl,lI1. J AQUAGEOSCIENCES
Relinquished by: ISignltur.) Date,ime Received by: (Sign8Iur.) i~ 1701 Westwind Dr.. Suite 101 pI t'~J e. ~(1)C ,4-Srl[)
NÐ Bakersfield. California 93301
I r"\ 50f'/ 3'J.8 - 0'(6.2.
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14;Z~~~Signllur.1 'tb J;;elTime Received lor laboralor~~-Y ~c<'~ c2:>/d' /~.d'I'~ fborj '3Jf:I-l/ 2 q
. :J6' -IS: r? fwo (SignIIUre~__ ¿. <'r ( ¡:;I'J~)
rr I r T l-$;~c L.,ðM~r",,--L
WhIte Sampler C Canary. Relurn COP)' To ShIpper Pmk lab COD)'
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.APPEND I X 2
LE.A.CHING POTENTI.A.L AN.A.LYS!S FOR GASOLINE
USING TOTAL PETROLEUM HYDROCARBONS (TPH) AND
eENZENE} TOLUENE, XV1ENE .AND ETHV1BENZENE (BTi<&E)
SCORE SCORE S SCORE
G 1 I) PT S. G 9 PTS. 5 PTS.
C C C
SITE 0 IF CON- 0 IF CON- 0 IF CON-
I FEA TLI~:E: R DITION R DITION R DITION
E IS MET E IS MET E IS MET
MI NI1"1IJ1"1 DEPTH TO
GROUNDWATER FROM THE 10 } 1 00 51-100 25-50 t1
SOIL SAMPLE
FRACTURES IN SUBSURFACE
(APPLI ES TO fOOTHI LLS 10 NONE UNKNOWN PRESENT
OR MOUNTAIN AREAS)
AVERAGE ANNUAL
PRECI PITATlON (J NCHES) 10 < 10 10 - 25 26- 40 t2
MAN- MADE CONDUITS WHICH
I NCREASE VERTICAL 10 NONE UNKÞJOW'N PRESEtH
MIGRATION Of LEACHATE
UNIQUE SITE FEATURES: 10RE THAN
RECHARGE AREA, COARSE ~'ê~, NONE 9 AT lEAST
SOilS.. NEARBY WELLS, ETC. ONE ~NE
COlUr-1N TOT AlS 40 + 9 + = 49
RANGE TOT AL PTS. 49 pb. or more 41 - 48 40 ph. or less
MA¡( ALLOV·/ABLE 1/50/50/50 .3/.3/1/1 NA t7
BT;(E LEVELS (PPM) ,,I
:
MA::~_ ALLOV·l ABLE
TPH LE\/EL~3 (PPM) 1000 100 10
r 1 I F DEPTH IS GREATER THAt<! 5 FT. AND LESS THAN 25 FT., SCORE 0 POI Ins.
I f DEPTH IS 5 ft. OR LESS _. THIS TABLE SHOULD NOT BE USED.
t2 IF PRECIPITATION IS OVER 40 INCHES, SCORE 0 POINTS
t3 LEVELS FOR BT:X:8'<.E ARE NOT APPLICABLE AT A TPH CONCENTRATION OF 100 PPM.