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Home My WebLink AboutSoil Report-Mod-2016March25, 2016 Mr. Rami Batikh Ramco Gas & Mart, Inc. 2222 F Street Bakersfield, California 93301 PIPING AND DISPENSER PAN REPLACEMENTSOIL SAMPLINGREPORT FOR THE RAMCO EXPRESS,2222 F STREETBAKERSFIELD, CALIFORNIA (BFDPSD PERMIT TO OPERATE 015021000993) Dear Mr. Batikh: Complete Fueling Solutions (CFS)wascontracted by Ramco Gas & Mart, Inc.to perform replacement of theplastic product pipingand dispenser pansat the Ramco Express (site)with fiberglass product piping and dispenser pans.VVEIR Corp was subcontracted by CFSto conduct soil sampling, laboratory analysis, and preparation of this Piping and Dispenser Pan ReplacementSoil SamplingReport. Thesoil samplingactivities were performed onMarch 8, 2016,under permit with the Bakersfield Fire Department Prevention Services Division (BFDPSD). SITE DESCRIPTION The site is located at 2222 F Street, Bakersfield, Kern County, California (seeFigure1-Site Location Map). The site is located at the southeastcorner of the intersection of F Streetand23rd Street.The site is located in a commercial area flanking 23rd Streetwith the nearest residential properties500feettothe west of the site(see Figure 2 -Site Vicinity Aerial. The site is identified as Assessor’s Parcel Number (APN) 003-131-11(see Figure 3 -Assessor’s Parcel Map). Thesite is at an elevation of405feet above mean sea level, and the topography is relatively flat with a slight slope to the southwest. The site is located within the southeast quarter of the northeast quarterof Section 25, Township29 South, Range 27 East, Mount DiabloBaseline and Meridian. Has beendevelopedas a service stationfor several decades.InMarch1987 the previous fueling facilities wereremoved andreplaced with three 10,000-gallon,double-walled, fiberglass-cladUSTs with overfill and overspill protection; single-walled plastic product pipelineswithin a fiber trench liner, and two multiple product dispensers (MPDs)with single-walled plastic dispenser panson a single island (seeFigure4-Plot Plan). Mr. Rami Batikh Ramco Gas & Mart, Inc. March 25, 2016 -Page 2 The property owner contact is Mr.Rami Batikh, Ramco Gas & Mart, Inc. 2222 F Street,Bakersfield, California, 93301, (661) 324-1758. The general contractor contact is Mr.Aaron Koop, CompleteFueling Solutions,12601Jasmine Avenue, Bakersfield, California, 93312, (661) 706-8688.The environmental consultant is Mr.Mark R. Magargee, PG, CHg,VVEIR Corp,3410 Fruitvale Avenue, Suite A, Bakersfield, California, 93308, (661) 631-8347. Theregulatory agency contact is Mr. Shane Gardner, Bakersfield Fire Department Office of Environmental Services, 1600 Truxtun Avenue, Suite 401, Bakersfield, California 93301, (661) 326-3979. BACKGROUND GEOLOGY The site is located at an elevation of 405feet above MSL, and the topography slopes slightly to the southwest, toward the center of the San Joaquin Valley. The project areais located inthe southern portion of the Great Valleygeomorphic province. The Great Valley geomorphic province is a northwest- southeast trending valley that is also approximately 400 miles long by 50 miles wide, the southern portion of which is referred to as the San Joaquin Valley. The site is located in the south central area of the San Joaquin Valley where the Sierra Nevada, Great Valley, and Coastal Range physiographic provinces meet The southern end of the Sierra Nevada Province is composed of a massive block of igneous and metamorphic rock of Mesozoic age and older. This Sierran block, 40 to 100 miles wide and 400 miles long, slopes five to seven degrees beneath the San Joaquin Valley. The Coastal Range province on the west consists of tectonically deformed and fractured marine and non-marine sedimentary rocks of Jurassic, Cretaceous, and Tertiary age, which dip eastward beneath the Sand Joaquin Valley. The Great Valley province is a broad asymmetrical synclinal trough, which is known as the Sacramento Valley in the north and the San Joaquin Valley in the south. Beneath the southern San Joaquin Valley floor, the Sierran plutonic and metamorphic rockblock is overlain by consolidated marine rocks of Jurassic and Cretaceous age. These rocks are overlain by continental marine and non-marine sedimentary rocks of Tertiary age, which are comprised of continental deposits of consolidated to semi-consolidated, fossiliferous sandstone, siltstone, and shale which thicken toward the south and west. Unconsolidated continental deposits consisting of Pliocene to Holocene river and lake gravel, sand, silt, and clay sediments, in turn, overlie the Tertiary rocks. Surface features of the floor of the San Joaquin Valley consist of dissected uplands, alluvial fans, overflow areas, and lake bottoms. Dissected uplands lie between the mountains and the nearly flat Valley floor and are manifest in low-lying hills through which perennial and intermittent streams flow. These features consist of reworked older alluvium. The alluvial fans are the sites of active stream deposition of sands and silts derived from the Sierra Nevada and the dissected uplands. The overflow lands and lake bottoms Mr. Rami Batikh Ramco Gas & Mart, Inc. March 25, 2016 -Page 3 lie in the central part of the Valley where silt and clay accumulate in quiet lake and marsh environments. Surface soils are classified by the Soils Conservation Services as Kimberlina -Urban Land -Cajon Complex and are characterized as 35 percent Kimberlina fine, sandy loam; 30 percent Urban land with impervious surfaces and altered fills; and 20 percent Cajon loamy sand. HYDROGEOLOGY The site lies within the Kern County Basin of the San Joaquin Basin Hydrologic Study Areawithin the Tulare Lake Hydrologic Region (Basin), which is not an adjudicated basin but is managed under a Basin Plan. Bounding the subbasin are the Kern County line and the Tule Groundwater subbasin to the north, Sierra Nevada foothills and Tehachapi Mountains to the east, San Emigdio Mountains to the south, and Coast ranges to the west. The groundwater basin is comprised of deposits of clay, silt, sand, and gravel and consists of four water bearing formations: Olcese and Santa Margarita Formations, Tulare and Kern River Formations, Older Alluvium/Stream and terrace Deposits, and Younger Alluvium/Flood Basin Deposits. The subbasin has a surface area of 3,040 square miles, and receives average precipitation of 5to 13 inches annually. The site lies within the Kern County Basin of the San Joaquin Basin Hydrologic Study Area (Basin). Thesite is located within Kern County Improvement District No. 4. Surface water and groundwater in the San Joaquin Valley are derived predominantly from the Sierra Nevada to the east, and are transported by five major rivers, the southernmost being the Kern River. The subject site is located approximatelythree miles south of the Kern River. The site is not located within a Federal Emergency Management Agency (FEMA) 100 or500 year flood zone. The Kern County Water Agency (KCWA)publishes annual maps showing the depth to water, and groundwater qualityfor groundwater basins within Kern County. The depth to the regional unconfined aquifer is estimated to be in excess of 100 fbg at the site, and the groundwater gradient is to the southwesttoward the center of the San Joaquin Valley. Perched groundwater at depths as shallow as 20feet is known to be present flanking the current course of the Kern River, but is not known to extend to the site. There are several municipal water supply wells located within a mile of the site. The groundwater is considered to be potable and suitable for beneficial use. The Central Valley of California is underlain by a broad, thick hydrogeologic unit, which consists of soil and rock with varying porosity and permeability. Physical dimensions are approximately 50 miles wide at the widest point in the Valley, 400 miles long, and as much as 2,000 feet deep. Recharge to regional aquifers consists of infiltration of seasonal precipitation and percolation of surface waters. The Valley aquifer of greatest storage, highest quality, and greatest accessibility for domestic and agricultural use consists of the alluvial and lacustrine continental deposits extending to the depths of 1,500 to 2,000 feet beneath the San Joaquin Valley floor. Lithologic and hydraulic properties of these sediments are largely the product of Mr. Rami Batikh Ramco Gas & Mart, Inc. March 25, 2016 -Page 4 the sediment source and the depositional environment. These sediments range in size from clays to boulders and include all mixtures between the extremes. Those of the west side of the Valley are derived largely from the Coastal Ranges, which tend to consist of shales and fine sandstones with limited permeability. The east sediments are derived mainly from granitic materials of the Sierra Nevada which are generally coarser and much more permeable. Sediments encountered during the previous investigations at the site consisted of alluvial deposits comprised of fine-to-coarse grained sands containing quartzite and micas. Permeability in these sediments is high. PIPINGUPGRADESOIL SAMPLING CFS was contracted to upgrade the single-walled plastic product piping within a fiber trench liner and single-walled plastic dispenser pans at the site. On March 8, 2016, the MPDsand dispenser panson the westernandeasternislandsandthe plastic product piping fromthese MPDsto the USTswereremoved (seeAttachment 1of a Photographic Log).Subsequently double-walled fiberglass product piping and dispenser pans have been installed at the site. VVEIR Corp was contracted to provide aCalifornia Professional Geologist to collect soil samples at the direction of Mr.Shane Gardnerwith the BFDPSD from beneath the western and easternMPDs, and the western 45 and eastern elbowof the piping run fromthe MPDsto the USTs.Soil samples WD-2andWD-6were collected from 2and 6 feet beneath the westernMPD;soil samples ED-2andED-6were collected from 2 and 6 feet beneath the eastern MPD; soil samples WP45-2 and WP45-6were collected from 2 and 6feet beneath the western 45of the piping run from the MPDs to the USTs; and soil samples EPE-2and EPE-6were collected from 2 and 6 feet beneath the eastern elbowof the piping run fromthe MPDsto the USTs(seeFigure 4for the sample locations). All sampling equipment was washed with a non-phosphate cleanser, pre-rinsed with tap water, and finally rinsed with deionized water prior to sampling. The soil samples were collected using a backhoe. The soil sampleswere stored in 2-inch-diameter stainless steeltubes, sealed with Teflon™ liners and end caps, labeled, placed in an ice chest at a temperature of less than 4°C, and transported to a California State-certified laboratory for analysis. Sample identification and chain-of-custody procedures were followed for the samples to ensure sample integrity and to document sample possession from the time of collection to the ultimate destination. Thesample labels identified the job number, sampler, date and time of collection, and a sample number unique to each sample. Thesoil samples were analyzed at Moore Twining Associates, Inc.(MTA)for total petroleum hydrocarbons (TPH)as gasolineusing Environmental Protection Agency (EPA) Method 8015M; and benzene, toluene, ethylbenzene, and total xylenes (BTEX),methyl tertiary butyl ether (MTBE),tertiary butyl alcohol (TBA),diisopropyl ether(DIPE),ethyl tertiary butyl ether (ETBE),tertiary amyl methyl ether (TAME),ethylene dibromide (EDB),1,2-dichloroethane (1,2-DCA), and naphthaleneusing EPA Method 8260C.TPH as gasoline,BTEX,MTBE, TBA, DIPE, ETBE, TAME, EDB,1,2-DCA,and naphthalenewere FIGURE 1 - SITE LOCATION MAP SITE LEGEND REVISED: MARCH 10, 2016: mrm VEIR Corp RAMCO GAS & MART, INC. RAMCO EXPRESS2222 F STREETBAKERSFIELD, CALIFORNIA FIGURE 2 - SITE VICINITY AERIAL SITE LOCATION LEGEND VEIR Corp RAMCO GAS & MART, INC. RAMCO EXPRESS2222 F STREETBAKERSFIELD, CALIFORNIA FIGURE 3 - ASSESSOR'S PARCEL MAP SITE LOCATION LEGEND VEIR Corp RAMCO GAS & MART, INC. RAMCO EXPRESS2222 F STREETBAKERSFIELD, CALIFORNIA SOIL SAMPLE LOCATION FIGURE 4 - PLOT PLAN 23RD STREET F S T R E E T RAMCO EXPRESS USTSDISPENSERS LEGEND VEIR Corp RAMCO GAS & MART, INC. RAMCO EXPRESS2222 F STREETBAKERSFIELD, CALIFORNIA01020 1 inch = 20 ft. ( IN FEET ) WD WP45 EPE ED SA M P L E SO U R C E DA T E SA M P L E D D E P T H SA M P L E ID TP H A S GA S O L I N E B E N Z E N E T O L U E N E ET H Y L - BE N Z E N E TO T A L XY L E N E S M T B E T B A D I P E E T B E T A M E E D B 1 , 2 - D C A N A P H T H A L E N E R E F (f b g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g/ k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) ( m g / k g ) 80 1 5 M N/ A 3- 8 - 1 6 4 W D - 2 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 8 W D - 6 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 4 E D - 2 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 8 E D - 6 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 4 W P 4 5 - 2 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) 0 . 0 0 2 N D ( < 0. 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D (< 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 8 W P 4 5 - 6 N D ( < 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 01 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 4 E P E - 2 N D (< 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) ND ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A 3- 8 - 1 6 8 E P E - 6 N D (< 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) ND ( < 0 . 0 0 1 ) N D ( < 0 . 0 2 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1) N D ( < 0 . 0 0 1 ) N D ( < 0 . 0 0 1 ) A RE F = R e p o r t r e f e r e n c e . N / A = N ot a p p l i c a b l e . N D = N o t d e t e c t ed . - - = N o t a n a l y z e d . J = E s t i m at e d v a l u e a b o v e t h e m e t h o d d et e c t i o n l i m i t b u t b e l o w t h e m i n i m u m r e p o r t i n g l e v e l . A = V E I R C o r p ' s c u r r e n t r e p o r t . Ea s t e r n Di s p e n s e r We s t e r n P i p i n g 45 Ea s t e r n P i p i n g Elb o w TA B L E 1 . SU M M A R Y O F S O I L S A M P L E A N A L Y T I C A L R E S U L T S RA M C O E X P R E S S , 2 2 2 2 F S T R E E T , B A K E R S F I E L D , C A L I F O R N I A 82 6 0 EP A A N A L Y T I C A L M E T H O D We s t e r n Di s p e n s e r ATTACHMENT 1. PHOTOGRAPHIC LOG VVEIR Corp PHOTOGRAPHS OF SITE WORK PROJECT: Ramco Express 2222 F Street Bakersfield, California Oblique photograph showing the Ramco Expressat lower center withinthe surrounding commercial district which flanks F Street and23rd Street,and the residential area of centralBakersfield in the upperleft(view looking north). Oblique photograph showing the Ramco Expressat lower center within the surrounding commercial district which flanks F Street and23rd Street,and the residential area of central Bakersfield at right(view looking south). Page 1 of 4 VVEIR Corp PHOTOGRAPHS OF SITE WORK PROJECT: Ramco Express 2222 F Street Bakersfield, California Photograph showing the Ramco Express, with the three 10,000- gallon gasoline USTs at left, two multiple product dispensers at right, and the mini-mart building in thebackground (view looking south). Photograph showing the two multiple productdispensersat left, mini mart building at right, and thethree 10,000-gallon gasolineUSTs in the background(view looking east). Page 2 of 4 VVEIR Corp PHOTOGRAPHS OF SITE WORK PROJECT: Ramco Express 2222 F Street Bakersfield, California Photograph showing the location of the two multiple product dispensers and product piping(view looking south). Photograph showing the turbine sumps above the three 10,000-gallon double-walled gasoline USTs(view looking south). Page 3 of 4 VVEIR Corp PHOTOGRAPHS OF SITE WORK PROJECT: Ramco Express 2222 F Street Bakersfield, California Photograph showing thelocation ofthe two multiple product dispensers and product piping(view looking east). Photograph showing the locationof the piping run between the USTs and the dispensers(view looking west). Page 4 of 4 ATTACHMENT 2. LABORATORYREPORT ! "#$%%&# '#$ (( )*+ &$&,$#$%-,#-$,& . ./",# & $&,%-&(&-$,0&#- / &,%-&&($#-$,12#$,#&(/#$ &$&$-&&$&$$, 30&&($ 4&/536&$&- #$&$$/#$,&,$&,7/ 4,#%&,2#$& $&$$#$$&#-$-%/ '&, 8# &$'%'#% Page 1 of 12 ! ! " # $%&& '(') *+"&,- *. "#$%&' ($%%"# )&*+$&,-+-.&, %/01 .0 *(/'.') '*') .( *(/('.') 0'*') .( *(/'.') 0'*') .( *(/'.') ('*') .( *(/0'.') '*') .( *(/)'.') 0'*') .( *(/1'.') 0'*') .( *(/.'.') 0'*') .( 23 &&& 45 ! " !#$ $ % $! $"& ! " ' $$ !&6 -& 7 , 8 9&8 , *Page 2 of 12 ! ! 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" # $%&& '(') *+"&,- *. #&8:+9 # -8;-9-7<& *(/1 =>-'.') 0 &5 ,, 3 #0#-4 0/ 7 $ .()+'*') '*') '"<)*((/799 =(/7>5 7 $ .()+'*') '*') '"<)*((/7 9 =$7+>5 7 $ .()+'*') '*') '"<)*(7/&8 9 =74$>5 7 $ .()+'*') '*') '"<)*($98 /+8 $9 =$2+$>5 7 $ .()+'*') '*') '"<)*(98 /+8 $9 =2+$>5 7 $ .()+'*') '*') '"<)*(2/8 98 $9 =2$>5 7 $ .()+'*') '*') '"<)*(/+8 9 =2+>5( 7 $ .()+'*') '*') '"<)*(+;5 7 $ .()+'*') '*') '"<)*(25 7 $ .()+'*') '*') '"<)*($98 ;5 7 $ .()+'*') '*') '"<)*(/?85 7 $ .()+'*') '*') '"<)*(/?85 7 $ .()+'*') '*') '"<)*(?8&5 7 $ .()+'*') '*') '"<)*( 995 ()*+),)-),- )-),- ))./0 $(,(&) 1 ()*+),)-),- )-),- ))./0 '"",&( 1 ()*+),)-),- )-),- ))./0 *"'#) 1 7 $ .0+'*') '') '"<)*1@& =)/>5 ()*+),))-),- )-- ))./0 *"'# 2345 ) 1 23 &&& 45 ! " !#$ $ % $! $"& ! " ' $$ !&6 -& 7 , 8 9&8 . , *Page 9 of 12 ! ! " # $%&& '(') *+"&,- *. #&8:+9 # -8;-9-7<& *(/. =>-'.') 0 &5 ,, 3 #0#-4 0/ 7 $ .()+'*') '*') '"<)*((/799 =(/7>5 7 $ .()+'*') '*') '"<)*((/7 9 =$7+>5 7 $ .()+'*') '*') '"<)*(7/&8 9 =74$>5 7 $ .()+'*') '*') '"<)*($98 /+8 $9 =$2+$>5 7 $ .()+'*') '*') '"<)*(98 /+8 $9 =2+$>5 7 $ .()+'*') '*') '"<)*(2/8 98 $9 =2$>5 7 $ .()+'*') '*') '"<)*(/+8 9 =2+>5( 7 $ .()+'*') '*') '"<)*(+;5 7 $ .()+'*') '*') '"<)*(25 7 $ .()+'*') '*') '"<)*($98 ;5 7 $ .()+'*') '*') '"<)*(/?85 7 $ .()+'*') '*') '"<)*(/?85 7 $ .()+'*') '*') '"<)*(?8&5 7 $ .()+'*') '*') '"<)*( 995 ()*+),)-),- )-),- ))./0 $(,,& 1 ()*+),)-),- )-),- ))./0 *"'#,(& 1 ()*+),)-),- )-),- ))./0 '"",& 1 7 $ .0+'*') '') '"<)*1@& =)/>5 ()*+),))-),- )-- ))./0 *"'# 2345 )( 1 ) %70 00 # 7,,#7 & =& &>': 8 A2 7$2$2$7 9 7 '" & : =& &>': & " =& &> 8&& , B , - &- 9 & " -8 , & 9 ,-5 4, 9 & 3& ,- 9 8 9 9- 3& %--5 7 89 9"0/ #( 23 &&& 45 ! " !#$ $ % $! $"& ! " ' $$ !&6 -& 7 , 8 9&8 * , *Page 10 of 12 Page 11 of 12 Page 12 of 12