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3500 - Local Oversight Program
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PR0545635
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Last modified
5/4/2020 1:15:09 PM
Creation date
5/4/2020 12:58:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545635
PE
3528
FACILITY_ID
FA0003586
FACILITY_NAME
VERNALIS ORCHARD FUEL
STREET_NUMBER
2393
Direction
E
STREET_NAME
HWY 132
City
VERNALIS
Zip
95385
APN
25525007
CURRENT_STATUS
02
SITE_LOCATION
2393 E HWY 132
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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15 April 1999 , <br /> t AGE NC Project No.--9.&05W- '- <br /> Page <br /> o -9. 0520 s r• " b <br /> Page 7 of 10 <br /> analyzed for BTEX; TPH g,-and oxygeriating 'compounds:following the'protocols presented in <br /> Section 4.5.4: Additionally, ;monitoring activities will-include recordingAepthi to groundwater w_ <br /> measurements. Ground water sample collectioh,pro_cedur,s are described in.Section 4.S <br /> 3.5. REPORT PREPARATION <br /> Upon completion of fieldwork and_xeceipt of final laboratory analysis, a:report;-will be prepared <br /> _ presenting the findings of the investigation. 'The report=will include, 'a.-aescriptiori,of the,work x <br /> - . performed and results of the sampling and analysis. Conclusions and applicable recommendations <br /> will be included in the report. The report will'be-in-a'format acceptable to,the PHS-EHD and the <br /> CVRWQCB, and.will be feviewed and signed by'a California:Registered.Geologist: <br /> 4.0.. FIELD PROCEDURES <br /> All field procedures will be overseen:by an AGE representative under the supervision-of.a California <br /> r Registered Geologist. Procedures for the'advancement ofdborings, soil sdini lin&ground water- <br /> _ sampling,equipment.decontarriination and sample:shipment are outlined-below: <br /> 4.1. - BORING.ADVANCEMENT AND SOIL SAMPL-IN.G - <br /> ., <br /> Soil borings will be -advanced using'hollow-stem-auger drilling techniques: Soil samples N�11h e <br /> z <br /> _ collected from each soil boring at five-_foot intervals.-Relatively undisturbed soil samples will be ; <br /> collected in each of the borings using a Califoi-nia-modified:split-spoon sampler fitted with 2-inch ' <br /> diameter, 6-inch long brass sleeves:Upon removal.from4he sampler, the,-sample sleeves will be <br /> separated with a cleari soil knife: The.exposed ends of the second sleeve:will be covered with Teflon <br /> sheets, capped and sealed with tape..Soils sampledin.the.borings will be visually classified by an , <br /> AGE geologist in accordance.'with the Unified Soil Classificafion System(USCS). Additionally, soil . <br /> T samples will be field sci-eened.f6r the presence of volatile organic compounds using an.organic.vapor <br />.. _ meter(OVM). Sol] sample descriptions and OVM readings will be'recorded.on a log-for each boring. <br /> If the lateral extent of the impacted soil surrounding the former USTs is not defined by-the limited l , <br /> number of sail boring'proposed in this particular.scope of work,than additioi?al soil borings rriay be. ., <br /> advanced simultaneous-with this mobilization;with prior.approval.from the responsible party.and' •` .I <br /> the PHS-EHD to verify location and depth. :• °", "t <br /> y <br /> Following sample collection,.ea_ch preserved sample•sleeve.wilI be labeled:wi'th the boring location, <br /> ' wil e laced in <br /> . depth,time, date and sampler s�rutials:.=Appropriately sealed and.labeled samples _1.b p - , <br /> J, <br /> ". ". :4 ranced GeoErLv1r0nmcnt21,Inc.. <br />
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