Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 H&P Mobile Geochemistry, Inc.
Result Analyte Limit
Reporting
Units
Dilution
Batch Prepared Analyzed Method Notes Factor
SV-7@5' (E502059-14) Vapor Sampled: 18-Feb-25 Received: 24-Feb-25 EC50701 07-Mar-25 07-Mar-25ug/m3 1Trichloroethene EPA TO-155.59.9 "" "" ""1,2-Dichloropropane 9.4ND
"" "" ""Bromodichloromethane 6.8ND
"" "" ""cis-1,3-Dichloropropene 4.6ND
" " "" "4-Methyl-2-pentanone (MIBK) "8.335
"" "" ""trans-1,3-Dichloropropene 4.6ND
" " "" "Toluene "3.84.5
"" "" ""1,1,2-Trichloroethane 5.5ND
"" "" ""2-Hexanone (MBK) 8.3ND
"" "" ""Dibromochloromethane 8.6ND
" " "" "Tetrachloroethene "6.917
"" "" ""1,2-Dibromoethane (EDB) 7.8ND
"" "" ""1,1,1,2-Tetrachloroethane 7.0ND
"" "" ""Chlorobenzene 4.7ND
"" "" ""Ethylbenzene 4.4ND
"" "" ""m,p-Xylene 8.8ND
"" "" ""Styrene 4.3ND
"" "" ""o-Xylene 4.4ND
"" "" ""Bromoform 10ND
"" "" ""1,1,2,2-Tetrachloroethane 7.0ND
"" "" ""4-Ethyltoluene 5.0ND
"" "" ""1,3,5-Trimethylbenzene 5.0ND
"" "" ""1,2,4-Trimethylbenzene 5.0ND
"" "" ""1,3-Dichlorobenzene 12ND
"" "" ""1,4-Dichlorobenzene 12ND
"" "" ""1,2-Dichlorobenzene 12ND
"" "" ""1,2,4-Trichlorobenzene 38ND
"" "" ""Hexachlorobutadiene 54ND
" " " "86.2 % 76-134Surrogate: 1,2-Dichloroethane-d4
" " " "104 % 78-125Surrogate: Toluene-d8
" " " "112 % 77-127Surrogate: 4-Bromofluorobenzene
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 H&P Mobile Geochemistry, Inc.
Result Analyte Limit
Reporting
Units
Dilution
Batch Prepared Analyzed Method Notes Factor
SV-7@15' (E502059-15) Vapor Sampled: 18-Feb-25 Received: 24-Feb-25 EPA TO-1507-Mar-25 07-Mar-25ug/m3 EC507011Isopropyl alcohol (LCC) 25ND " " "" "Dichlorodifluoromethane (F12) "5.026
"" "" ""Chloromethane 2.1ND
"" "" ""Dichlorotetrafluoroethane (F114) 7.1ND
"" "" ""Vinyl chloride 2.6ND
"" "" ""Bromomethane 16ND
"" "" ""Chloroethane 8.0ND
" " "" "Trichlorofluoromethane (F11) "5.6240
"" "" ""1,1-Dichloroethene 4.0ND
"" "" ""1,1,2-Trichlorotrifluoroethane (F113) 7.7ND
"" "" ""Methylene chloride (Dichloromethane) 3.5ND
"" "" ""Carbon disulfide 6.3ND
"" "" ""trans-1,2-Dichloroethene 8.0ND
"" "" ""1,1-Dichloroethane 4.1ND
" " "" "2-Butanone (MEK) "3051
"" "" ""cis-1,2-Dichloroethene 4.0ND
"" "" ""Chloroform 4.9ND
"" "" ""1,1,1-Trichloroethane 5.5ND
"" "" ""1,2-Dichloroethane (EDC) 4.1ND
"" "" ""Benzene 3.2ND
"" "" ""Carbon tetrachloride 6.4ND
"" "" ""Trichloroethene 5.5ND
"" "" ""1,2-Dichloropropane 9.4ND
"" "" ""Bromodichloromethane 6.8ND
"" "" ""cis-1,3-Dichloropropene 4.6ND
" " "" "4-Methyl-2-pentanone (MIBK) "8.331
"" "" ""trans-1,3-Dichloropropene 4.6ND
" " "" "Toluene "3.84.3
"" "" ""1,1,2-Trichloroethane 5.5ND
"" "" ""2-Hexanone (MBK) 8.3ND
"" "" ""Dibromochloromethane 8.6ND
" " "" "Tetrachloroethene "6.920
"" "" ""1,2-Dibromoethane (EDB) 7.8ND
"" "" ""1,1,1,2-Tetrachloroethane 7.0ND
"" "" ""Chlorobenzene 4.7ND
"" "" ""Ethylbenzene 4.4ND
"" "" ""m,p-Xylene 8.8ND
"" "" ""Styrene 4.3ND
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 H&P Mobile Geochemistry, Inc.
Result Analyte Limit
Reporting
Units
Dilution
Batch Prepared Analyzed Method Notes Factor
SV-7@15' (E502059-15) Vapor Sampled: 18-Feb-25 Received: 24-Feb-25 EPA TO-1507-Mar-25 07-Mar-25ug/m3 EC507011o-Xylene 4.4ND "" "" ""Bromoform 10ND
"" "" ""1,1,2,2-Tetrachloroethane 7.0ND
"" "" ""4-Ethyltoluene 5.0ND
"" "" ""1,3,5-Trimethylbenzene 5.0ND
"" "" ""1,2,4-Trimethylbenzene 5.0ND
"" "" ""1,3-Dichlorobenzene 12ND
"" "" ""1,4-Dichlorobenzene 12ND
"" "" ""1,2-Dichlorobenzene 12ND
"" "" ""1,2,4-Trichlorobenzene 38ND
"" "" ""Hexachlorobutadiene 54ND
" " " "86.0 % 76-134Surrogate: 1,2-Dichloroethane-d4
" " " "101 % 78-125Surrogate: Toluene-d8
" " " "116 % 77-127Surrogate: 4-Bromofluorobenzene
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 - Quality Control H&P Mobile Geochemistry, Inc.
Batch EC50701 - TO-15
Blank (EC50701-BLK1) Prepared & Analyzed: 07-Mar-25
Isopropyl alcohol (LCC) ug/m325ND
Dichlorodifluoromethane (F12) "5.0ND
Chloromethane "2.1ND
Dichlorotetrafluoroethane (F114) "7.1ND
Vinyl chloride "2.6ND
Bromomethane "16ND
Chloroethane "8.0ND
Trichlorofluoromethane (F11) "5.6ND
1,1-Dichloroethene "4.0ND
1,1,2-Trichlorotrifluoroethane (F113) "7.7ND
Methylene chloride (Dichloromethane) "3.5ND
Carbon disulfide "6.3ND
trans-1,2-Dichloroethene "8.0ND
1,1-Dichloroethane "4.1ND
2-Butanone (MEK) "30ND
cis-1,2-Dichloroethene "4.0ND
Chloroform "4.9ND
1,1,1-Trichloroethane "5.5ND
1,2-Dichloroethane (EDC) "4.1ND
Benzene "3.2ND
Carbon tetrachloride "6.4ND
Trichloroethene "5.5ND
1,2-Dichloropropane "9.4ND
Bromodichloromethane "6.8ND
cis-1,3-Dichloropropene "4.6ND
4-Methyl-2-pentanone (MIBK) "8.3ND
trans-1,3-Dichloropropene "4.6ND
Toluene "3.8ND
1,1,2-Trichloroethane "5.5ND
2-Hexanone (MBK) "8.3ND
Dibromochloromethane "8.6ND
Tetrachloroethene "6.9ND
1,2-Dibromoethane (EDB) "7.8ND
1,1,1,2-Tetrachloroethane "7.0ND
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 - Quality Control H&P Mobile Geochemistry, Inc.
Batch EC50701 - TO-15
Blank (EC50701-BLK1) Prepared & Analyzed: 07-Mar-25
Chlorobenzene ug/m34.7ND
Ethylbenzene "4.4ND
m,p-Xylene "8.8ND
Styrene "4.3ND
o-Xylene "4.4ND
Bromoform "10ND
1,1,2,2-Tetrachloroethane "7.0ND
4-Ethyltoluene "5.0ND
1,3,5-Trimethylbenzene "5.0ND
1,2,4-Trimethylbenzene "5.0ND
1,3-Dichlorobenzene "12ND
1,4-Dichlorobenzene "12ND
1,2-Dichlorobenzene "12ND
1,2,4-Trichlorobenzene "38ND
Hexachlorobutadiene "54ND
" 214 76-134Surrogate: 1,2-Dichloroethane-d4 83.0177
" 208 78-125Surrogate: Toluene-d8 108223
" 363 77-127Surrogate: 4-Bromofluorobenzene 110399
LCS (EC50701-BS1) Prepared & Analyzed: 07-Mar-25
Dichlorodifluoromethane (F12) ug/m3 101 59-12887.85.089 Vinyl chloride " 52.0 64-12779.32.641
Chloroethane " 53.6 63-12776.78.041
Trichlorofluoromethane (F11) " 113 62-1261205.6140
1,1-Dichloroethene " 80.8 61-1331074.086
1,1,2-Trichlorotrifluoroethane (F113) " 155 66-12692.37.7140 Methylene chloride (Dichloromethane) " 70.8 62-11591.43.565 trans-1,2-Dichloroethene " 80.8 67-12480.78.065
1,1-Dichloroethane " 82.4 68-12679.74.166
cis-1,2-Dichloroethene " 80.0 70-12180.64.064
Chloroform " 99.2 68-12385.74.985
1,1,1-Trichloroethane " 111 68-12586.55.596
1,2-Dichloroethane (EDC) " 82.4 65-12883.64.169
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
VOC Analysis by DoD-ELAP and NELAP Accredited EPA TO-15 - Quality Control H&P Mobile Geochemistry, Inc.
Batch EC50701 - TO-15
LCS (EC50701-BS1) Prepared & Analyzed: 07-Mar-25
Benzene ug/m3 64.8 69-11984.33.255
Carbon tetrachloride " 128 68-13284.86.4110
Trichloroethene " 110 71-12393.75.5100
Toluene " 76.8 66-11997.63.875
1,1,2-Trichloroethane " 111 73-11993.85.5100
Tetrachloroethene " 138 66-1241016.9140
1,1,1,2-Tetrachloroethane " 140 67-1291197.0170
Ethylbenzene " 88.4 70-1241214.4110
m,p-Xylene " 88.4 61-1341258.8110
o-Xylene " 88.4 67-1251164.4100
1,1,2,2-Tetrachloroethane " 140 65-1271147.0160
" 214 76-134Surrogate: 1,2-Dichloroethane-d4 94.3201
" 208 78-125Surrogate: Toluene-d8 97.8203
" 363 77-127Surrogate: 4-Bromofluorobenzene 115417
Project:
Project Number:
Project Manager:
Reported:
SALEM Engineering Grp, Inc. - Fresno
4729 W. Jacquelyn Ave.
SLM022425-10
Proposed Darrels Storage
Shannon LodgeFresno, CA 93722 11-Mar-25 13:47
2470 Impala Drive
Carlsbad, CA 92010
760-804-9678 Phone
760-804-9159 Fax
H&P Mobile
Geochemistry Inc.
Notes and Definitions
Percent Recovery
Relative Percent DifferenceRPD
%REC
Method Detection LimitMDL
Analyte NOT DETECTED at or above the reporting limitND
Leak Check CompoundLCC
Appendix
H&P Mobile Geochemistry, Inc. is approved as an Environmental Testing Laboratory and Mobile Laboratory in accordance with the DoD-ELAP Program and ISO/IEC 17025:2005 programs through PJLA, accreditation number 69070 for EPA Method TO-15 and H&P 8260SV.
H&P is approved by the State of Louisiana Department of Environmental Quality under the National Environmental Laboratory Accreditation Conference (NELAC) certification number 04138
The complete list of stationary and mobile laboratory certifications along with the fields of testing (FOTs) and analyte lists are available at www.handpmg.com/accreditations.
DATE:J'(l'-6/:1$
Page~ __
2470 Impala Drive, Carlsbad, CA 92010
& Field Office - Signal Hill,CA
W handpmg.com [email protected]
P760.804.9678 F760.804.9159
Mobile
Geochemistry, Inc.
VAPORIAIRChainofCustody
SampleReceipt(LabUseOnly)LabClientandProjectInformation DateRec'dt;?J~lLJZ.rtControl#:2.6COQ:t.0'H&PProject5L.Moa~·lL9.c; -/ 0 LabClienUConsultant~\~ F?,~ Ll!'\PoPJ\ VI..&; (~
ProjectLocation \] l"StA._l,(A_ :2w L/J3-(~LabClientProjectManager S~.- ,A. ...:._ 1.....lJ.:JL LabWorkOrder#LabClientAddress '-l1J-Q I,). \~/~l'1VL A-v~ LabClientCity.State.Zip ~~-5V1n-.. ('A ~?-fu
ReportE-Mail(s):
~V\.~ @ ~~\~ ,~+ SampleIntactr:;iyes 0 No 0 SeeNotesBelow ReceiptGauge10: ,; 6;' o(p Temp: ~PhoneNumber: ( '5~q') ttl>1 - q74;. OutsideLab:SamplerInformationTurnaroundTimeReportingRequirements ReceiptNoteslTracki'!9#:
12.4;'n 61VDfJ-'11-S-~<f..6
JZ_4~ rrbl qo 5}1'1C>£--Ct.tLabPMInitials:~""-
Sampler(s~ ~ "..J'"~ Standard(7daysforpreliminary
report.10daysforfinalreport)
~ StandardReport 0 LevelIII 0 LevelIV
oExcelEOO 0 OtherEOO: . _
DCA GeotrackerGlobal10:
Signature: f
Date.oRush(specify):
AdditionalInstructionstoLaboratory:
•Preferredvoeunits(pleasechooseone): .!'?" ~ ~f'
1-...;~~Il-=g~/L___:D=..:.Il.:;g_/m_3--=D;;::.;_:pp_b_v--r:D::::..:.p.;_pm_v__ -.- __ ---,,.-_-..,. ...-- -..,.__ --r-_-I ~ f)!(lj CONTAINER 0:: ~ 0 ~ ::J
SIZE&TYPE ~«II 6 ~ ~ L015,;,GJ Q. .c: -
400mLl1U6L I- _ ~.~ ii50 en 0
Summa.Tedlar. ~(.)e 'O.....ra & ~>'"~~~:..!g>'"f~
Tube.etc ;:;:~ ,
SAMPLETYPE
IndoorAir(IA).Ambient
TIME Air(M), Subslab(SS).
24hrclock SoilVapor(SV)
FIELDPOINT
NAME
(ifapplicable)
DATE
mm/dd/yySAMPLENAME
I
\
4110
n\O\ -0
Company1ft.j/7D~J:1:i"'OIO-'oD r=ccc.tOGa Company. .VApprovedlRelioqulshe<lby Company r..CompanyRecf'lved byApprovedlRelioquishedby Company
Appendix flA1 Rev 1/9/2019,Effpctlve 1121.2019"ApprovalconsUtutesasauthonzatlOntoproceedwithanalysISandacceptanceofcondlhonsonback 1387
t.l:i)Mobile
Il~rGeochemistry, Inc.
r-
~70 Irr(pala Drive, Carlsbad, CA 92010
& Field Office - Signal Hill,CA
W handpmg.com [email protected]
P760.804.9678 F760.804.9159
VAPORIAIRChainofCustody
LabClientandProjectInformation
LabClientAddress: Lt'1~q l-0. _\rd1'j~, \i 1/1 ~Q_ ReportE·Mail(s) '--\ LabClientCity,State,Zip ~~~ fA <\~"1).)_.. ~~ ~ \e.W't. . VLL PhoneNumber ISc::JitI £101 -Cr1Ll;L
ReportingRequirements . TurnaroundTime
~tandard Report D LevelIII 0 LevelIV
D ExcelEOO DOtherE...D",D~,:. _
DCA GeotrackerGlobal10
rutandard (7daysforpreliminary
report,10daysforfinalreport)
Sampler(s):
D Rush(specify): Date:
Signature:
AdditionalInstructionstoLaboratory:
ApprovalconstittllesasauthonzatlOlJ10proceedwllhanalYSISandacceptanceofcondItIonsonback
CONTAINER
FIELDPOINT SAMPLETYPE SIZE& TYPE
NAME DATE TIME
IndoorAir(IA).Ambient 400mU1U6L
Air(AA).Subslab(SS). Summa.Tedlar.
SAMPLENAME (ifapplicable) mmldd/yy 24hrclock SoilVapor(SV) Tube,etc <'\J~S(Ii) I-s' b2hf6/~SIt;:'Z() ~V It-{ob...l
t:;\} - tot() 5' 1-')'3<)
S\I- L~ ~ i~1 iC;.L\{
';\.1#.,0 'SI 1,C;Cj
~\) - ,~ 1'7'.' ~ 1(~"oO ...:./ ....1/
a::w~
~II- -ZQ
oU
cSC6 C)
()cfl:J1--(
\~\ ·0
\3\ -I
DATE:~IICZS{~S"Page...:l:..of .;J-
SampleReceipt(LabUseOnly)
DateRe~ /;ledZ1 Control#:2.%00~2.Of
H&PProJect~<r M LhL~Li--2,'-._ ()
LabWorkOrder#
/
SampleIntac!:[]lIfes 0 No 0 SeeNotesBelow
ReceiptGauge10: b6~~ Temp: f-r
O.utsidElLab:
ReceiptNotesITraClling#:
\.zcgT\~lqo51611~ t,'t\ Zl(,} rr 6/q()~'11+5b 46
LabPMInitials: ~~
~ ~
•Preferredvoeunits(pleasechooseone): ,'0'0 ~ "'." Ssj ,;:,-g 'f .......~IJfJ..:..~9;:_/L__ D::::::..;_~.:.g/_m_3_;D=.;_PP:._b_v--r=D=-:..;.pp_m_v----.---r-----.------.------r---.----l ~ ~)I~' ~)I f'll ~~) ;\,~ i')Ir i~> ~ ~> 2,~ j' ~ ~~'I~M..... -J:: ('0 "' U') (.) ..r: _.< 00 00 ~ 5 m ~ U~
(/) f/) 0') s: > E ...:.ccl.'
1?~rJ'igil O~f "Jg., it I ' ei i :llr\I >\)(J > ; ...Z L. ......, « i I -,: ; \
,v
..,.,-.T
'"C; ("4
7'
::;;.....00
« i-f)Q
ur
'"'"'"'" ~f3c:
'".c:
0;
~ []:;:
,
/
J • .ApprovedIRelinQ~.).r-ll ./ Companyf-fcrf
Receivedby
Approved/Relinquishedby: Company- Dete ( r""" Receivedby Approved/Relinquishedby Company
Company \ V
Company
,""r,r 'f '"
AppendiX6A1_Rev119/7n19.EffHctlveun2019
1388
2809 Unicorn Road, Suite 103
Bakersfield, California 93308
(661) 393-9711 Office
(661) 393-9710 Fax
LOS ANGELES • SAN JOSE • FRESNO • STOCKTON • BAKERSFIELD DALLAS • SEATTLE • DENVER
hMarch 21, 2025 Proposal No. P2-425-0402
Mr. Derrel A. Ridenour
Derrel’s Mini Storages, Inc.
6475 North Sequoia Avenue
Fresno, CA 93711
Office: (559) 269-5155
Email: [email protected]
SUBJECT: PROPOSAL FOR A SOIL MANAGEMENT PLAN
Proposed Derrel’s Mini Storage Facility No. 19
Ben Maddox Way Expansion
1700 East Goshen Avenue
Visalia, CA
Dear Mr. Ridenour:
At your request, SALEM Engineering Group, Inc. (SALEM) has prepared a proposal to prepare a Soil Management Plan (SMP) for the above-referenced site (subject property).
The subject property consists of an approximate 9.48 -acre irregular-shaped parcel (Tulare County APN 098-050-038-000) occupied by a multi -tenant light industrial facility consisting of five structures and an auto salvage/towing yard, as well as associated driveways and parking areas. At the time of SALEM’s February 2025 site assessment, the subject property was occupied by six tenants: United Auto (an auto repair facility); Richard’s Towing (a towing yard); Elmer’s Automotive (an auto repair facility); Sam’s Towing (a towing yard); Tulare County Crime Lab (a forensic facility); ASAP Towing (a towing company); and a personal storage facility. Poor hazardous material/hazardous waste storage and handling practices were observed to be utilized on -site. Several unlabeled 55 -gallon drums and five -gallon containers of what appeared to have been waste oil and used antifreeze were observed stored at various locations on the subject property. Several leaking containers were observed. Hazardous material/hazardous waste storage locations were observed to be located on both paved and unpaved surfaces. Significant staining of both the asphalt - paved and unpaved hazardous material/hazardous waste storage locations was observed. Hazardous material/hazardous waste storage locations did not include secondary containment and were not covered.
According to SALEM’s March 19, 2025 Phase II Environmental Site Assessment, Proposed Derrel’s Mini Storage Facility No. 19, Ben Maddox Way Expansion, 1700 East Goshen Avenue, Visalia, California, total petroleum hydrocarbons (TPH) as gasoline (TPHg) w as detected in soil at a concentration of 0.13 milligrams per kilogram (mg/kg). TPH as diesel (TPHd) were detected in soil at concentrations ranging from 10 to 660 mg/kg. TPH as oil (TPHo) were detected in soil at concentrations ranging from 12 to 1,200 mg/kg. The detected concentrations were below their respective CRWQCB - San Francisco (CRWQCB- SF) commercial/industrial Environmental Screening Levels (ESLs) set at 2,000 mg/kg, 1,200 mg/kg, and 180,000 mg/kg, respectively.
Due to the documented presence of residual petroleum hydrocarbon-affected soil, and the potential of encountering areas of petroleum hydrocarbon -affected soil during grading and construct ion activities, SALEM recommends preparation of a SMP which should be distributed to construction personnel. The SMP is proposed out of an abundance of caution to establish protocols for handling, sampling, storage, and disposal of any suspected pesticide-, asbestos-, or hydrocarbon-affected soils generated during construction activities.
1389
Proposal No. P2-425-0402
March 21, 2025
Page No. 2
1.0 DESCRIPTION OF PROPOSED ACTIVITIES
SALEM proposes to prepare an SMP that includes the following:
• Project Contact List and Notification Procedures: The SMP will identify names and phone numbers of project contacts and will summarize emergency notification procedures. Project contacts will include field personnel, SALEM’s project manager, regulatory personnel, fire department personnel, and the project contractor.
• Environmental Regulatory Agencies and Permit Requirements: The SMP will identify the local environmental oversight and permitting agency and will summarize permit requirements, if any. • Security Procedures: The SMP will summarize use of lockable temporary fencing with appropriate warning signage to minimize public access to any project excavation areas identified with apparent contamination during grading and project construction activities. • Contractor Health and Safety Plans: The SMP will summarize the responsibilities of contractors with respect to worker health and safety during project activities. • Soil Management: The SMP will describe soil management procedures to be implemented during excavation and grading activities, including the following:
o Periodic observation and field screening by SALEM personnel of exposed and excavated soil for indications of potential contamination (e.g., discoloration, petroleum odor, photoionization detector [PID] readings).
o If necessary, remedial soil excavation and segregation of contaminated soil and non - impacted soil during excavation activities.
o Soil stockpiling procedures and use of plastic sheeting and stormwater best management practices to control dust and stormwater runoff.
o Onsite reuse of excavated soil (e.g., for utility trench backfill or building pad foundations). o Excavation and soil stockpile confirmation sampling procedures (e.g., sample containers, quantities and locations of samples, sampling methodologies, sample preservation and transportation, etc.).
o Identification of offsite soil disposal facilities, including location and contact names and phone numbers.
o Requirements for soil handling and transportation (e.g., OSHA -trained personnel, trucks covered with tarps, water spraying, etc.).
• Laboratory Analyses: The SMP will identify a laboratory to be used for analytical testing and will summarize information regarding the test methods for various chemicals of potential concern, sample holding times, sample preservation requirements, chain-of-custody procedures, laboratory turnaround times, laboratory detection limits, and laboratory quality control procedures. • Regulatory Screening Levels: The SMP will provide criteria to be used to determine whether impacted soil is suitable for onsite reuse or requires offsite disposal. Soil screening levels may include the Santa Ana Regional Water Quality Control Board’s ESLs, United States Environmental Protection Agency’s (EPA) Regional Screening Levels (RSLs), and/or Department of Toxic Substances (DTSC) Screening Levels for Soil.
• Project Documentation: The SMP will describe the documentation required to support project activities including copies of any required permits, field notes and photographs, site plans with sample locations, laboratory reports, waste transportation manifests and/or bills of lading, disposal facility waste acceptance certifications, periodic project summary memos and/or reports, and a completion report.
1390
Proposal No. P2-425-0402
March 21, 2025
Page No. 3
2.0 SCHEDULE AND FEES
2.1 Schedule
Based on the methodology outlined above, we anticipate that the draft SMP can be completed within 20 working days.
2.2 Fees
Our Fee Estimate for performing the aforementioned Scope of Services is $4,500. Our invoice to you will not exceed the stated amount without your written authorization.
We appreciate the opportunity to submit this Proposal for your consideration and look forward to working with you on this project. Should you have questions regarding this proposal, please contact the undersigned at (909) 980-6455.
Respectfully submitted,
SALEM Engineering Group, Inc.
Shannon Lodge, PG
Senior Project Manager
1391
P2-425-0402 Page 1 of 3
CONTRACT
This Agreement is between Derrel’s Mini Storages, Inc. hereinafter referred to as CLIENT, and SALEM Engineering Group Inc., hereinafter referred to as CONSULTANT, for a Soil Management Plan to be provided by CONSULTANT for the Proposed Derrel’s Mini Storage Facility No. 19 - Ben Maddox Way Expansion located at 1700 East Goshen Avenue in Visalia, CA. CONSULTANT will render these services and CLIENT will compensate CONSULTANT in accordance with our proposal P2-425-0402 dated March 21, 2025, which is incorporated in full by this reference, including any exhibits or attachments noted in the proposal. CLIENT acknowledges that the proposal represents an estimate and approximation of the services to be provided and the costs associat ed therewith; neither payment nor services are limited by the proposal, which is not a Not-to-Exceed estimate.
1. Services
The CLIENT recognizes the inherent risks connected with construction. CONSULTANT’s services under this Agreement include only those services specified in the proposal. CLIENT expressly releases any claim against CONSULTANT relating to any additional services that CONSULTANT r ecommended, but that CLIENT either did not authorize or instructed CONSULTANT not to perform. Where applicable, observations and standardized sampling, inspection and testing procedures employed by CONSULTANT will indicate conditions of materials and construction activities only at the precise location and time where and when services were performed. CLIENT recognizes that actual conditions at the subject property, or where applicable, conditions of materials and construction activities at other locations, may vary from those measured or observed by CONSULTANT when performing the services, and that conditions at one location and time do not necessarily indicate the conditions of apparently identical material(s) at other locations and times. Services of CONSULT ANT, even if performed on a continuous basis, should not be interpreted to mean that CONSULTANT is observing, verifying, testing or inspecting all materials on the project. CONSULTANT is responsible only for those data, interpretations, and recommendations based solely on information available to CONSULTANT and will only be valid as of the date of observation. Furthermore, where applicable, CONSULTANT is only responsible for those data, interpretations, and recom mendations regarding actual materials and construction activities observed, sampled, inspect ed or tested. CONSULTANT will not be responsible for other parties’ interpretations or use of any information developed by CONSULTANT. However, CONSULTANT may make certain inferences based upon the information derived f rom these procedures to formulate professional opinions regarding conditions in other areas.
2. Standard of Care
CONSULTANT will use that degree of care and skill ordinarily exercised, under similar circumstances, by reputable members of the profession practicing in the same or similar locality. It is understood that no warranty, either expressed or implied, is provided.
3. Site Access and Site Conditions
CLIENT will grant or obtain free access to the subject property for all equipment and personnel necessary for CONSULTANT to p erform the work set forth in this Agreement. CLIENT will notify any and all occupants of the subject property that CLIENT has granted CONSULTANT free access to the subject property.
CLIENT will furnish or cause to be furnished such reports, data, studies, plans, specifications, documents, and other information regarding surface and subsurface conditions required by CONSULTANT for proper performance of its services. CONSULTANT shall be entitled to rely upon CLIENT-provided documents and information in performing the services required under this Agreement. However, CONSULTANT assumes no responsibility or liabil ity for their accuracy or completeness. CLIENT-provided documents will remain the property of the CLIENT. The CLIENT is responsible for accurately delineating the locations of all subterranean structures and utilities. CONSULTANT will take reasonable precautions to avoid known subterranean structures, and the CLIENT waives any claim against CONSULTANT, and agrees to defend, indemnify, and hold CONSULTANT harmless from any claim or liability for injury or l oss, including costs of defense, arising from damage done to subterranean struc tures and utilities not identified or accurately located. In addition, CLIENT agrees to compensate CONSULTANT for any time spent or expenses incurred by CONSULTANT in defense of any such claim, with compensation to be based upon CONSULTANT’s prevailing fee schedule and expense reimbursement policy.
CLIENT hereby warrants that if CLIENT knows or has any reason to assume or suspect that hazardous materials/waste may exist at the subject property, CLIENT shall furnish or cause to be furnished to CONSULTANT all documents and information know to CLIENT that relate to the identity, location, quantity, nature or characteristics of the hazardous condition, material, or waste at, on, or under the subject property. CONSULTANT agrees to notify CLIENT when unanticipated hazardous materials or suspected hazardous materials are encountered. CLIENT agrees to make any disclosures required by law to the appropriate governing agencies regarding known releases of hazardous materials/wastes. CONSULTANT and CLIENT agree that the discovery of unanticipa ted hazardous materials/wastes constitutes a changed condition mandating a renegotiation of the scope-of-work or termination of services. CONSULTANT and CLIENT agree that the discovery of unanticipated hazardous materials may make it necessary for CONSULTANT to take immediate measures to protect health and safety.
CLIENT agrees to compensate CONSULTANT for any equipment decontamination or other costs incidental to the discovery of unanti cipated hazardous materials/wastes. Contaminated consumables will be disposed of and replaced at CLIENT'S expense. CLIENT also agrees to hold CONSULTANT harmless for any and all consequences of disclosures made by CONSULTANT which are required by governing law. In the event the project site is not owned by CLIENT, the CLIENT recognizes that it is the CLIENT'S responsibility to inform the subject property owner of the discovery of unanticipated hazardous materials/wastes or suspected hazardous materials/wastes. Notwithstanding any other provision of the Agreement, CLIENT waives any claim against CONSULTANT, and to the maximum extent permitted by law, agrees to defend, indemnify, and hold CONSULTANT harmless from any claim, liability, and/or defense costs for injury or loss arising from CONSULTANT'S discovery of unanticipated or suspected hazardous materials/wastes including any costs created by delay of the project and any cost associated with possible reduction of the subject property's value.
4. Hazardous Materials Risks
On projects relating to efforts to ascertain the presence or absence of hazardous substances or underground tanks, the level of effort may range from very limited observation and inquiry to extensive investigation and testing. The level of uncertainty wit h respect to opinions reached on such projects will vary, depending on the extent of the investigation, but some level of uncertainty will exist in every project. CLIENT recognizes that CONSULT ANT'S failure to detect the presence of hazardous materials/was tes at a site, even though hazardous materials may be assumed or expected to exist, through the use of appropriate and mutually agreed upon sampling techniques, does not guarantee that hazardous materials do not exist at the site. Similarly, CL IENT recogni zes that CONSULTANT'S subsurface explorations may not encounter hazardous materials/wastes at a site, which may later be impacted by hazardous materials/wastes due to natural phenomena or human causes. Where applicable, the CLIENT should recognize that any assessment services performed in support of this Agreement shall not be considered and/or construed as a comprehensive site characterization. The findings and conclusions in such repor ts will be predicated on the information obtained through conducting the services outlined in the written scope-of-work. It should also be recognized that the services performed should not be interpreted as a statistical evaluation of the subject property, but are rather intended to provide a preliminary indication of impacts to the subject property from the possible usage, generation, or releases of hazardous materials/wastes. If no significant indicators of the presence of co ntaminants are encountered during performance of CONSULTANT’S services, this does not preclude the pr esence of contaminants on the subject property. A statistical evaluation of the subject property would include a comprehensive sampling strategy and laboratory analysis of samples collected to provide a basis for estimating the potential for the presence o f contaminants with a numerical confidence value. The services shall only be deemed conclusive with respect to the tasks perf ormed and the information obtained. No guarantee of the results of the services is implied within this contract.
1392
P2-425-0402 Page 2 of 3
CLIENT agrees to waive any claim against CONSULTANT and agrees to defend, indemnify, and hold CONSULTANT harmless from claims or liability for injury or loss arising from CONSULTANT'S inability to detect the presence of hazardous materials/hazardous wastes through techniques commonly employed for this purpose.
5. Hazardous Materials Generation/Disposal
The CLIENT is considered the owner of contaminated materials and/or investigation-derived wastes that may be generated during CONSULTANT’S subsurface exploration or monitoring activities including, but not limited to, contaminated water or soil. It is unde rstood and agreed that, unless specifically negotiated in writing, CONSULTANT is not, and has no responsibility as, a handler, generator, operator, treater or storer, transporter or d isposer of hazardous or toxic substances found or identified at the subject property, and that CLIENT shall undertake, or arrange for, either directly or indirectly through subcontractors, the handling, removal, treatment, storage, transportation and disposal of hazardous materials/wastes or constituents thereof found or identified at the subject property.
The costs associated with characterization and disposal of investigation-derived wastes shall be the sole responsibility of the CLIENT.
6. Samples
All samples will be disposed of or destroyed upon completion of testing unless CONSULTANT is otherwise advised. Upon written request, CONSULTANT will deliver samples to the CLIENT, or will store them for a period not to exceed 60 days for an agreed upon storage fee.
7. Risk Allocation
Many risks potentially affect CONSULTANT by virtue of entering into this Agreement to perform professional engineering services on behalf of CLIENT. The principal risk is the potential for human error by CONSULTANT. In order to obtain a lower fee from CONS ULTANT, among other benefits, and in order for CONSULTANT to reduce its residual risk created by providing services to CLIENT, the CLIENT agrees to limit any and all claims for damages, costs of defense or other expenses or claims of liability or damages of whatever type, which are sought to be levied against CONSULTANT as the result of alleged negligent acts, errors and omissions on CONSULTANT'S part, such that the total aggregate liability of CONSULTANT to the CLIENT will not exceed CONSULTANT'S total fee for services rendered on this project or $5,000, whichever is greater. CLIENT and CONSULTANT shall allocate certain of the other risks so that, to the fullest extent permitted by law, CLIENT shall limit CONSULTANT’s total aggregate l iability to all the pa rties, including contractors, subcontractors of all tiers, materialmen, and others involved in the CLIENT’s project to the greater of $10,000 or the total compensation received from CL IENT by CONSULTANT for services rendered on this project. CLIENT understands that dollar limits higher than those indicated may be available. If CLIENT wishes to negotiate other limits, and the resulting impact on CONSULTANT’s retained risk and fee, CLIENT shall notify CONSULTANT in writing. If CLIENT fails to notify CONSULTANT in writing prior to accepting this Agreement, through signature or, without signature, by verbally or in writing authorizing CONSULTANT to commence services, CLIENT shall be deemed to have accepted the limits indicated above. Limitations on liability and indemnities in this Agreement are business understandings between the parties voluntarily and knowingly entered into, and shall apply to all theories of recovery including but not limited to, breach of contract, warranty, tort (including negligence), strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence. The parties also agree that CLIENT will not seek damages in excess of limitations indirectly through suits with other parties who may join CLIENT as a th ird party, nor by an award or attorney’s fees and costs to the prevailing party in excess of the aggregate liability agreed upon herein by the parties. Both CLIENT and CONSULTANT agree that they will not be liable to each other, under any circumstance s, for special, indirect, consequential or punitive damages arising out of or related to this Agreement. This provision takes precedence over any other conflicting provisions of this agreement.
8. Insurance
SALEM maintains professional insurance to meet the requirements of our clients. In addition to our Professional Liability coverage of $2,000,000 per claim and $4,000,000 aggregate, SALEM also carries General Liability of $2,000,000 per occurrence and $4,000,000 aggregate, and Umbrella Liability of $5,000,000 each incident and $5,000,000 aggregate. SALEM’s Workers Compensation coverage is in the amount of $1,000,000 per accident and our Commercial Automobile coverage is in the amount of $1,000,000 per combined single limit.
9. Claims by CLIENT
In the event the CLIENT makes a claim or brings any action against CONSULTANT for any act arising out the performance of these services, and the CLIENT fails to prove such claim or action, then the CLIENT shall pay all legal and other related costs and exp enses incurred by CONSULTANT in defense of such claim or action.
10. Assignments
Neither party to this Agreement shall assign its rights, duties, and obligations hereunder without the prior written consent of the other party.
11. Payment
CLIENT will pay CONSULTANT the lump sum amount indicated in the proposal or, if no lump sum amount is indicated, in accordance with CONSULTANT'S Fee Schedule rates as included in the proposal and its attachments. CLIENT is responsible for payment of all fe es in excess of SALEM’s original estimate regardless of the issuance of an approved change order. Invoices will be submitted to CLIENT by CONSULTANT, and will be due and payable upon receipt. If CLIENT objects to all or any portion of any invoice, CLIENT will so notify CONSULTANT in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay when due that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. In the absence of written notification described above, the balance as stated on the invoice will be paid in full.
Invoices are delinquent if payment has not been received within thirty (30) days from date of invoice. CLIENT is advised that invoice payment may be made via check, wire transfer, or credit card payment. If CLIENT chooses to render payment via credit card, CLIENT is hereby notified that a credit card surcharge in the amount of 3% of the invoice amount will be added to the payment amount and CLIENT is responsible for payment of the surcharge percentage at the time of payment. An administrative fee of 1.5% pe r month will be included for invoices over 30 days, excluding any portion of the invoiced amount in dispute and resolved in favor of CLIENT. All time spent and expenses incurred (including any attorney's fees) in connection with collection of any delinquent amount will be paid by the CLIENT to CONSULTANT, per CONSULTANT'S current fee schedule. In the event CLIENT fails to pay CONSULTANT withi n sixty (60) days after invoices are rendered, CLIENT agrees that CONSULTANT will have the right to consider the failure to pay CONSULTANT'S invoice as a material breach of this Agreement and CONSULTANT will have the right to stop all current work and withhold letters, reports, or any ve rbal consultation until the invoice is paid in full. If the CLIENT requests back-up data or changes to the format of the standard invoice, an administrative fee of $200 per invoice may be charged plus $5 per copy of back-up data.
CLIENT understands, acknowledges, and agrees that any failure or refusal by CLIENT to make payment to CONSULTANT in accordance with the provisions of this Agreement is a material breach of the Agreement, and is sufficient grounds for CONSULTANT to cease pe rformance (including, but not limited to, refusing to transmit or provide reports or other deliverables to the CLIENT pending payment) under the Agreement and/or to te rminate this Agreement in accordance with the Termination provisions stated herein. CLIENT further understands, acknowledges, and agrees that any failure or refusal by CLIENT to approve additional work (or change order) is sufficient grounds for CONSULTANT to cease performance (including, but not limited to, refusing to transmit or provide re ports or other deliverables to the CLIENT pending approval) under the Agreement and/or to terminate this Agreement in accorda nce with the Termination provisions stated herein.
1393
P2-425-0402 Page 3 of 3
12. Termination
This Agreement may be terminated by either party seven (7) days after written notice in the event of any breach of any provis ion of this Agreement or in the event of substantial failure of performance by the other party, or if the CLIENT suspends the work for more than three (3) months. In the event of termination, CONSULTANT will be paid for services performed prior to the date of termination plus reasonable termination expenses, includi ng the cost of completing analyses, records and reports necessary to document job status at the time of termination.
13. Binding Dispute Resolution
The parties shall submit all disputes, claims or demands of any kind relating to, or arising out of, this Agreement to bindin g arbitration in accordance with the rules and regulations of the American Arbitration Association (or other, mutually agreeable, private arbitrator). The prevailing party in arbitration shall be entitled to recover all reasonable costs incurred, including staff time, arbitration or court costs, attorney’s fees, and other claim related expenses. Application may be had by any party to any court of general jurisdiction for entry and enforcement of judgment based on the arbitration award. The foregoing notwith standing, either party may maintain, for the purpose of obtaining a provisional remedy or provisional relief, any underlying action or claim on which such affirmative relief may be based. The court, pending arbitration of claims, shall stay the prosecution of such party’s underlying claims on which any provisional remedies or relief are based.
14. Warranty of Authority to Sign
The person signing this contract warrants that he/she has authority to sign on the behalf of the CLIENT for whose benefit CONSULTANT'S services are rendered.
If such person does not have such authority, he/she agrees that he/she is personally liable for all breaches of this contract and that in any action against him/her for breach of such warranty, a reasonable attorney's fee shall be included in any judgment rendered.
15. Fair Construction
This Agreement will be construed as a whole in accordance with its fair meaning and without regard to California Civil Code Section 1654 or similar statutes.
16. Governing Law, Waiver and Survival
The law of the State of California will govern the validity of these terms, their interpretation and performance.
Waiver by either party of any breach of this Agreement, will not constitute a waiver of any subsequent breach of the same or any other provision. If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforcea bility of the remaining provisions will not be impaired. Risk allocation and indemnities will survive termination or failure of this Agreement for any cause.
The parties have read or had the opportunity to read the foregoing, including all attachments, addendums, and exhibits hereto, have had an opportunity to discuss the same, completely understand the terms, and willingly enter into this Agreement which will become effective on the date signed below.
17. Prevailing Wage Obligations
The CLIENT retains sole responsibility to inform CONSULTANT, in writing and prior to full execution of the contract if the above-referenced project is all or in part constitutes a “public work” under any and all federal, state, and/or local prevailing wage laws, and/or living wage laws, and/or ordinances, including but not limited to California Prevailing Wage laws, Davis-Bacon Act, the provisions of California Labor Code Section 1720 et seq., as well as any and all off -site work pursuant to California Streets and Highway Code 670.1. In addition, CLIENT shall notify CONSULTANT in writing if the CONSULTANT is obligated by statute, any public contracting authority, and/or a developer to pay prevailing wages and benefits and/or any other predet ermined wages or benefits (collectively, “prevailing wage obligations”). In the event that CONSULTANT must adhere to federal, state, and/or local prevailing wage obligations for work performed, CLIENT shall provide CONSULTANT with any and all prevailing wage determinations applicable to the work to be performed by CONSULTANT.
CLIENT understands and agrees that CONSULTANT’s fee for work performed under this agreement will be calculated, in part, on the basis of representations by CLIENT regarding the existence and amount of any and all prevailing wage obligations and that, if such obligation exists, CONSULTANT’s fee might be different. CLIENT shall also be responsible for informing CONSULTANT in writing and within ten (10) days of commencement of w ork whether certified payroll records are required to be submitted. CLIENT further understands and agrees that CONSULTANT will rely on the representations made by the CLIENT with regard to prevailing wage obligations and CLIENT agrees to defend, indemnify and hold harmless CONSULTANT against any and all claims, liabilities, suits, demands, losses, costs, and expenses, including but not limited to, reasonable attorney’s fees, and all legal expenses and fees, fines, penalties, or sanctions, arising from CONSULTANT’s reliance upon CLIENT’s representations regarding prevailing wage obligations.
The subject project Does Not constitute a “public work” under any and all federal, state, and/or local prevailing wage laws. Initial ____________ The subject project, all or in part, constitutes a “public work” under Federal Davis Bacon prevailing wage laws only. Initial ____________ The subject project, all or in part, constitutes a “public work” under State and/or local prevailing wage laws. Initial ____________
18. Entire Agreement
This Agreement supersedes any and all other agreements, either oral or in writing, between the parties hereto with respect to the subject matter hereof, and no other prior or contemporaneous agreement, statement, or promise relating to the subject matter of this Agreement which is not contained herein shall be valid or binding. Any changes to this Agreement must be mutually agreed to in writing.
DERREL’S MINI STORAGES, INC. SALEM ENGINEERING GROUP, INC.
by Date Signature Date
R. SAMMY SALEM, GE PRINCIPAL ENGINEER Name Title Name Title
1394
1395
1396
1397
1398
1399
1400
1401
1402
1403
1404
1405
1406
1407
1408
1409
1410
1411
General Plan
Land Use Map
E Main St
E Goshen Ave
E Houston Ave
N Lovers Lane
N Ben Maddox Way
N Cain St
E Douglas Ave
E Oak Ave
N Irma St
N Tracy St
N Enos St
E Sweet Ave
N Stover StN Gowdy St
N Virmargo St
S Arkle St
S Cain St
N Omalley St
S Lovers Lane
E Cecil Ave
E Harold Ave
E Delta Ave
E Valley Oaks Dr
N Green St
N Goddard St
E Pershing Ave
N Dunworth Ct
E Acequia Ct
E Center Ave
E Roosevelt Ct
E Murray Ave
N Kennedy St
E Mill Creek Pkwy
S Dunworth St
N Arkle St
E Parker Ct
E Center Ct
E Delta Ct
E Murray Ct
N Alder St
E Atkins Ct
E Arcata Ct
E Janelli Ct
N Omalley Ct
E School Ct
N Kennedy Ct
N Alder Ct
N Goddard St
E Parker Ct
E Sweet Ave
E Cecil Ave
E Cecil Ave
N Irma St
N Arkle St
N Tracy St
N Cain St
E Roosevelt Ct
Vicinity Map
Hwy 198
B
e
n
M
a
d
d
o
x
Riggin
M i n e r a l K i n g
Walnut
G o s h e n
S
t
J
o
h
n s
Demaree
Noble
Mooney
AkersHwy 99
Shirk
Lovers Lane
P
l
a
z
a
B e t t y
.
Conservation
Commercia Mixed Use
Commercial Neighborhood
Commercial Service
Office
Public Institutional
Parks/Recreation
Residential High Density
Residential Low Density
Residential Medium Density
Project Site
0 0.1 0.20.05 Miles
Project Sites
1412
Zoning Map
E Main St
E Goshen Ave
E Houston Ave
N Lovers Lane
N Ben Maddox Way
N Cain St
E Douglas Ave
E Oak Ave
N Irma St
N Tracy St
N Enos St
E Sweet Ave
N Stover StN Gowdy St
S Cain St S Arkle St
S Lovers Lane
N Virmargo St
N Omalley St
E Cecil Ave
E Harold Ave
E Delta Ave
E Valley Oaks Dr
S Dunworth St
N Goddard St
E Pershing Ave
N Green St
N Dunworth Ct
E Acequia Ct
E Center Ave
E Roosevelt Ct
E Murray Ave
N Kennedy St
N Valley Oaks Dr
E Mill Creek Pkwy
S Ben Maddox Way
N Arkle St
E Parker Ct
E Center Ct
E Delta Ct
E Murray Ct
Private St
N Alder St
E Atkins Ct
E Arcata Ct
E Janelli Ct
E School Ct
N Kennedy Ct
N Alder Ct
N Goddard St
N Arkle St
E Sweet Ave
E Parker Ct
E Cecil Ave
N Ben Maddox Way
E Cecil Ave
N Irma St
N Tracy St
N Cain St
Vicinity Map
Hwy 198
B
e
n
M
a
d
d
o
x
Riggin
Houston
M i n e r a l K i n g
M
a i n
G o s h e n
S
t
J
o
h
n s
Demaree
Noble
Caldwell
Mooney
Akers
Hwy 99 Shirk
Lovers Lane
P
l
a
z
a
B e t t y
.
C-N Neighborhood Commercial
C-S Service Commercial
C-MU Mixed Use Commercial
O-PA Professional / Admin Office
QP Quasi-Public
OS Open Space
R-1-5 Single-family Residenital
R-M-2 Multi-family Residenital
R-M-3 Multi-family Residenital
County Areas
Project Site
0 0.1 0.20.05 Miles
Project Sites
1413
Aerial Map
E Main St
E Goshen Ave
E Houston Ave
N Lovers Lane
N Cain St
S Cain St
S Lovers Lane
S Ben Maddox Way
N Cain St
E Goshen Ave
E Houston Ave
N Lovers Lane
N Ben Maddox Way
N Cain St
E Douglas Ave
E Oak Ave
N Irma St
N Tracy St
N Enos St
E Sweet Ave
N Stover StN Gowdy St
S Arkle St
N Omalley St
E Cecil Ave
N Virmargo St
E Harold Ave
E Delta Ave
E Valley Oaks Dr
N Goddard St
S Dunworth St
E Pershing Ave
N Dunworth Ct
E Acequia Ct
E Center Ave
E Roosevelt Ct
E Murray Ave
N Kennedy St
E Mill Creek Pkwy
N Green St
N Arkle St
E Parker Ct
E Center Ct
E Delta Ct
E Murray Ct
Private St
N Alder St
E Arcata Ct
E Janelli Ct
N Omalley Ct
E School Ct
N Kennedy Ct
N Alder Ct
N Goddard St
N Arkle St
N Cain St
N Tracy St
E Sweet Ave
E Cecil Ave
N Irma St
E Cecil Ave
MILL CREEK
JENNINGS
Vicinity Map
B
e
n
M
a
d
d
o
x
Riggin
Houston
M i n e r a l K i n gM
a i n
Walnut
G o s h e n
S
t
J
o
h
n s
Demaree
Noble
Mooney
Akers
Hwy 99
Lovers Lane
P
l
a
z
a
Shirk
B e t t y
Hwy 198
.
Project Site
0 0.15 0.30.07 Miles
Project Sites
1414
Location Map
Hwy 198
E Main St
E Houston Ave
E Goshen Ave
N Lovers Lane
E Noble Ave
E Mineral King Ave
N Ben Maddox Way
N Cain St
E Douglas Ave
E Oak Ave
N Virmargo St
N Irma St
Private St
N Tracy St
E Duran Dr
E Vine Ct
S Cain St
N Enos St
E Sweet Ave
N Velie Ct
N Green St
E Race Ave
N Stover StN Gowdy St
S Arkle St
N Maple St
N Cato Ct
E Prospect Ave
N Omalley St
E Cecil Ave
E Grove Ave
E Delta Ave
E Valley Oaks Dr
E Birch Ave
N Goddard St
E Pershing Ave
S Ben Maddox Way
N Cotta Ct
E Roosevelt Ct
N Kennedy St
N Cotta St
N Arkle St
E Parker Ct
E Center Ct
E Delta Ct
E Woodsville Ct
E Douglas Ave
N Goddard St
Hwy 198
N Virmargo St
Hwy 198
N Ben Maddox Way
N Irma St
N Cain St
MILL CREEK
EVANS
JENNINGS
Vicinity Map
Hwy 198
B
e
n
M
a
d
d
o
x
Riggin
Houston
M i n e r a l K i n g
M
a i n
G o s h e n
S
t
J
o
h
n s
Demaree
Noble
Caldwell
Mooney
Akers
Hwy 99 Shirk
Lovers Lane
P
l
a
z
a
B e t t y
.
0 500 1,000 1,500250 Feet
1415
1416
1417
Visalia City Council
Staff Report
Visalia City Council
707 W. Acequia
Visalia, CA 93291
File #: 25-0391 Agenda Date: 9/15/2025 Agenda #: 1.
Agenda Item Wording:
Upcoming City Council Meetings
Monday, October 6, 2025 @ 7:00 p.m. at 707 W. Acequia
Monday, October 20, 2025 @ 7:00 p.m. at 707 W. Acequia
Note: Meeting dates and times are subject to change, check posted agenda for correct details. In compliance with the American Disabilities Act, if you need special assistance to participate in meetings contact 713-4512.
Written materials relating to an item on this agenda submitted to the Council after distribution of the agenda are available for public inspection in the Office of the City Clerk, 220 N. Santa Fe Street, Visalia CA 93292, during normal business hours.
Visalia City Council Printed on 9/8/2025Page 1 of 1
powered by Legistar™
1418