Attachment 3 DrawingsBackUpGenCkt 2-3.pdf

PDF 11 MB Posted May 20, 2020

Attached to: Install Backup Generators Circuit # 2-3 Federal contract opportunity
Solicitation number: SP330020B0002
Issued by: Defense Logistics Agency Distribution

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Other files for this federal contract opportunity

Other files attached to Install Backup Generators Circuit # 2-3, newest first.
File	Type	Posted
SP330020B00020005 IFB Cancellation.pdf	PDF	Sep 4, 2020
Bid Abstract SP330020B0002s.pdf	PDF	Aug 5, 2020
SP330020B00020004.pdf	PDF	Jul 24, 2020
Site Visit 3 Roster.pdf	PDF	Jul 16, 2020
Attachment 1 SECTION M - IFB - Evaluation Factors for Award Backup GC REVISED as of Amendment 0003.pdf	PDF	Jul 10, 2020
SP330020B00020003.pdf	PDF	Jul 10, 2020
SP330020B00020002.pdf	PDF	Jul 2, 2020
Site Visit no.2 on 23June2020 Generators CKT 2 & 3.pdf	PDF	Jun 24, 2020
SP330020B00020001.pdf	PDF	Jun 12, 2020
Attachment 2 Specifications Backup GenCrkt 2-3 including Scope of Workt.Rev2.0.pdf	PDF	Jun 12, 2020
SIte Visit SIgn In Sheet.pdf	PDF	Jun 9, 2020
Attachment 5 SF25-Performance Bond AUG16.pdf	PDF	May 20, 2020
SP330020B0002 20MAY20.pdf	PDF	May 20, 2020
Attachment 4 Submittal RegisterBackUpGenCkt 2-3.pdf	PDF	May 20, 2020
Attachment 6 SF25A-Payment Bond AUG16.pdf	PDF	May 20, 2020
Attachment 2 Specifications Backup GenCrkt 2-3 including Scope of Workt.Rev1.0.pdf	PDF	May 20, 2020
Attachment 1 Wage Determination General Decision Number CA20200018 17April2020.pdf	PDF	May 20, 2020
Attachment 7 SF24-Bid Bond AUG16.pdf	PDF	May 20, 2020

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tjc0831 Typewritten Text Backup Generator Circuit #2 - 3 - DDJC TRACY tjc0831 Typewritten Text G-1

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PROJECT LOCATION

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DLA LAPTOP

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BUILDING 247

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LEGEND

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COAXIAL

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8/21/2019 4:40 PM

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JONATHAN GONZALES

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DEFENSE DISTRIBUTION DEPOT SAN JOAQUIN (DDJC)

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TRACY SITE, TRACY CA

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DEFENSE LOGISTICS AGENCY (DLA)

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NETWORK DIAGRAM

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WWW.H2EINC.COM.H2EINC.COMH2EINC.COM.COMCOM

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PROJ#:

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DISCLAIMER

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AutoCAD SHX Text PART NUMBER: 850-E-P5-NN-G5-H-N-N-A-A-N-M-A-S-F-B-1E-S-W-B-N. PART NUMBER: 850-E-P5-NN-G5-H-N-N-A-N-N-M-A-S-F-B-1E-S-W-B-N. MULTIMODE FIBER PATCH CABLE, ST-LC, OM3.

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BACKUP GENERATOR CIRCUIT # 2 - 3 DDJC TRACY

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300 ft

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DLA Installation Operations San Joaquin Soil Management Protocol

Page 1 of 3 DLA_SJ _Soil_Management_Protocol_Aug2018FINAL

1. Introduction

The purpose of this Soil Management Protocol is to aid contractors in the storage, profiling, reuse or disposal of waste soils generated during construction and maintenance activities at the Defense Logistics Agency Defense Distribution Depot San Joaquin at Tracy, California.

All soil must be evaluated against DLA San Joaquin standards for environmental contamination with laboratory analysis before export to any off-site location. DLA San Joaquin soil shall not be sent to sensitive receptor1 or high profile2 sites.

Notes:

1 = Sensitive receptors are defined as facilities where potentially sensitive population groups (children, the elderly, and the acutely or chronically ill) are likely to be present.

These include schools, playgrounds, child care centers, retirement homes, hospitals, and medical clinics.

2 = High Profile would mean any site that has been subject to significant publicity, potential liability, past compliance or operational issues, is under an environmental agency’s authority, presence of activism, etc.

DLA San Joaquin Environmental retains right of approval for all proposed disposal or reuse sites.

2. Soil Management

A. Contractor shall manage excavated excess soil in a safe manner in accordance with federal, state, and local requirements.

B. Contractor shall not mix or comingle soils from different sites or construction activities until the soil has been characterized.

C. In accordance with this Section, the Contractor shall characterize excavated soil identified in this Section for disposition.

D. The Contractor shall not contaminate (i.e., spill or spread soil) haul routes during performance of the work.

E. For soil excavated from an area of known contamination (i.e. Land use controls sites, etc.)

contractor shall contact the DLA San Joaquin Environmental for additional soil management protocols.

3. Stockpile Construction

A. Contractor shall establish separate stockpiles for each type material from each activity area. Soil with different waste classifications (i.e., type and level of contamination, if any) shall be segregated by the Contractor without mixing or comingling with adjacent stockpiles.

B. Contractor shall construct stockpile(s) on a level surface that is geotechnically and structurally competent. All stockpile locations shall be approved by the COR. Each completed stockpile shall be finished to a uniform shape and the top shall be sloped at a minimum grade of two (2%) percent to promote drainage.

C. Contractor shall remove residual water from the stockpile of excavated soils. No residual water shall be allowed to drain onto the ground or create a condition of runoff from the stockpile.

Contractor shall manage, store, test, and dispose of any accumulated water in compliance with all federal, state, and local regulations and requirements.

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D. The 10-mil plastic sheeting shall be placed by the Contractor on the prepared subgrade with minimum 18” overlap of individual sheets. Any damage to the liner shall be repaired promptly by the Contractor

E. Stormwater shall be managed in accordance with the SWPPP by the Contractor. The Stockpile Area shall be surrounded by a secondary containment perimeter barrier (i.e., berm or dike) to preclude storm water runoff from the stockpile to surrounding areas of the project site.

4. Soil Characterization For Disposition

A. Contractor shall characterize the soil to determine proper disposition. Profiling is the process of characterizing a waste to determine the appropriate disposal location and method. The waste profile must ultimately meet the disposal facility’s acceptance criteria and comply with all applicable federal, state, and local regulations and requirements. The characterization of the wastes and recommendations for disposal will be based on federal categories in 40 CFR Parts 239–282 and California Code of Regulations (CCR) Title 22, Chapter 11. These regulations describe the process for determining whether a waste is hazardous or nonhazardous under applicable State or Federal regulations.

B. Under the supervision of DLA Environmental personnel, the Contractor shall collect soil samples from stockpiles originating from each unique location. At a minimum (1) discrete sample for VOCs and (1) 4-point composite sample is required for each unique location for every 250 cubic yards of soil. These sampling requirements shall apply to the total soil volume for each unique location of the soil. Total stockpiled soil volume may include multiple individual stockpiles.

At a minimum, soils for re-use must be screened for the below analytical criteria.

Analysis Type Method Number Total Petroleum Hydrocarbons (TPH) as Gasoline, diesel, motor oil.

USEPA Method 8015M

Volatile Organic Compounds (VOCs) USEPA Method 8260B/5035 Polychlorinated Biphenyls (PCBs) USEPA Method 8082 Polycyclic Aromatic Hydrocarbons (PAHs) USEPA Method 8310

Organochlorine Pesticides SW8081A California Code of Regulations, Title 22 Metals (17 metals)

SW6010/SW7471

Note: If reported total threshold Limit concentrations (TTLC) for an analyte exceeds 10 times the regulatory maximum for the enforceable California Soluble Threshold Limit Concentration (STLC) and/or 20 times the regulatory maximum for the enforceable Federal soluble concentration per Toxicity Characteristic Leaching Procedure (TCLP), the appropriate leachability test(s) shall be conducted.

Additional analyses may be performed based on site specific contaminants or landfill requirements and may include:

Analysis Type Method Number Hexavalent chromium SW7196

Aquatic Toxicity - 96-hour fish bioassay Part 800 of the Standard Methods of the Examination of Water and Wastewater, 16th Edition

Semivolatile organic compounds SW8270

Page 3 of 3 DLA_SJ _Soil_Management_Protocol_Aug2018FINAL

Chlorinated herbicides SW8151 carbamate/urea pesticides SW8321

C. Each soil sample submitted for testing shall be collected by the Contractor at approximately 3 feet below the surface of stockpile or at the mid-point of stockpile height, whichever is less. Each sample shall be collected at a randomly selected point on the stockpile. For VOC analysis (USEPA Method 8260B), the soil sample collected shall be collected in the field in accordance with USEPA Method 5035 and submitted separately for VOC analysis.

D. Contractor’s soil sampling and handling procedures shall be in accordance with USEPA’s “Test Methods for Evaluating Solid Waste - Physical/Chemical Methods” (SW-846; Revision 6). Soil samples shall be placed in laboratory-quality sample containers and preserved by the Contractor in accordance with SW-846. Each soil sample shall be recorded and transported using an approved chain-of-custody form. The laboratory shall be certified by the California Regional Water Quality Control Board (CRWQCB) Environmental Laboratory Accreditation Program (ELAP) and approved for the fields of testing required.

E. Contractor shall request laboratory turn-around time sufficient to meet its contractual schedule;

however, the maximum turn-around time shall be ten (10) working days. If required, Contractor shall expedite laboratory analysis at no additional cost to DLA.

F. Contractor shall utilize applicable State of California regulations (CCR Title 22) to classify the soil. For determining the appropriate disposal alternatives, the analytical results will be reviewed with respect to CCR Title 22 and 40 CFR Parts 260–264, as applicable, and the particular chemical thresholds required by the operating permit of the appropriate disposal facilities. The landfill-specific form must be used for submitting waste profile results.

G. All profiling-required analytical results, completed manifests, and profile forms must be submitted to DLA at least 24 hours before scheduled pickup of waste.

H. All soil for re-use will be evaluated against current USEPA Region 9 residential Preliminary Remediation Goals (PRG). All data will be approved by DLA personnel prior to re-use

5. Contacts

ENVIRONMENTAL POINTS OF CONTACT

NAME PROGRAM RESPONSIBILITIES

Keryn McFarland 209-839-4077 keryn.mcfarland@dla.mil

Chief, Environmental Safety and Occupational Health Division

James Paslak 209-839-4081 james.paslak @dla.mil

Lead Environmental Protection Specialist

Ed McNair 209-839-5903 or 209-507-1432 edward.mcnair@dla.mil

Hazardous Waste/Materials and Manifests Management Program Toxics & Hazardous Substances Controls Program

Group e-mail DDJCEnvironmentalOffice@dla.mil

Land Use Control Site Summary

Location: SWMU 33

Purpose of Land Use Controls Land Use Control Requirements Prohibit development for uses such as residential housing, child-care facilities, playgrounds, and schools.

Minimize infiltration of runoff that could encourage contaminant migration from the vadose zone.

Post signs indicating areas of restricted land use and listing the contact for approval of construction projects or land use changes.

Maintain administrative controls, including notification and review procedures for proposed construction projects and prohibiting development for uses such as residential housing, child-care facilities, playgrounds, and schools.

Implement notification procedures for construction activities or land use changes.

Follow procedures in the event of a change in land use or property lease/transfer.

Perform annual monitoring (i.e., site inspection) and reporting and correct any deficiencies observed.

Retain the existing ground cover.

Restore controls when construction activities are complete.

Remedial Activities and Status References Excavations and isolation of IWPL performed in

1999.

Contamination left in place poses a potential threat to groundwater quality.

Location remains paved. Warning signs installed.

LUCs implemented, monitored, and documented in Tracy Site internal management documents.

Site-Wide Comprehensive Record of Decision. April. (Radian, 1998) Explanation of Significant Differences to the Selected Remedies in the ROD for SWMUs 2, 3, 7, and 33, Building 30 Drum Storage Area, and the Northern Depot Soils Area. July. (URS, 2001)

2004 Explanation of Significant Differences to the Sitewide Comprehensive Record of Decision. September. (URS, 2004a)

Memorandum to the Site File, Documentation of the Application of Consistent Language for Land Use Control Requirements at Soil Sites. 9 August. (DLA, 2018)

COCs and Maximum Concentrations

Xylenes: not detected Diethylphthalate: not detected di-n-Butylphthalate: 1,900 µg/kg Naphthalene: not detected Aldrin: 1.68 µg/kg Dieldrin: 70 µg/kg Carbaryl: not detected Methiocarb: not detected TPHd: 48 mg/kg Sources

Comprehensive Remedial Investigation/ Feasibility Study, DDRW-Tracy.

Final. November. (Montgomery Watson, 1996)

Defense Distribution Depot San Joaquin, Tracy Site, Tracy, California, Remedial Action Reports for Institutional Controls at SWMUs 7 and 33, Building 30 Drum Storage Area, and the Northern Depot Soils Area. Final. July. (Radian International, 2000)

Defense Distribution Depot San Joaquin California, Tracy Site, Tracy, California, Remedial Action Report for Solid Waste Management Units 2, 3, and 33. Final. April. (URS, 2002)

Abbreviations µg/kg = microgram per kilogram COC = contaminant of concern IWPL = industrial waste pipeline LUC = land use control SWMU = solid waste management unit TPHd = total petroleum hydrocarbons as diesel

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6" ASBESTOS CEMENT (AC)

8" CAST IRON (CI)

10" VITRIFIED CLAY (VC)

IFI

Y (

8" VITRIFIED CLAY (VC)

6" ASBESTOS CEMENT (AC)

4" ASBESTOS CEMENT (AC)

IFI

Y (

" V

ITR

IFI

Y (

4" A

S C

T (

IFI

Y (

VIT

RIF

IED

(V C)

8" VITRIFIED CLAY (VC)

6" CAST IRON (CI)

8" CAST IRON (CI) 65

Installation Boundary Buildings

! Sanitary Sewer Manhole ! Sanitary Sewer Cleanout

Industrial Waste Pumping Station

J Sewage Lift Station Sewer Main

D D Abandoned Main Force Main Industrial Waste Main

D D Industrial Waste Main (Abandoned)

Page 15 of 22¯0 50 10025 Feet 1 inch = 100 feet

Key Map Sanitary Sewer Layout

DEFENSE DISTRIBUTION DEPOT

SAN JOAQUIN-TRACY SITE

Data Sources: Magnolia River Geospatial, Inc.

Aerial (Nov. 2012) Projection: NAD 83, CA State Plane Zone 3, US ftDo cu me nt Pa th:

\Pr oje cts \19

Tra cy

\ar ch ive \ex po rt\2

Cli en t_G eo da tab as eR ele as e4 \m as ter

\m xd

\ut iliti es \Sa nit ary

Se we rM ap bo ok

.m xd

; D ate

Sa ve d:

9/1

4/2

4 3 :45

:24

DAK0013

Typewritten Text

DRWG # UG-1

DAK0013

Typewritten Text

³±

³±³±

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDDDDDDDDDDD

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

DDD

D D D D D D D D D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D

D D D D D D

DDDDDDDDD

D D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDD

D D D D D D D D D D D D D D D

D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D

D D D D D D D D D D D D D

DDDDDDDDDDDDDDDDDDDD

ÛÒ

ÛÒÛÒ

ÛÒ

q q q q q q q q q q q

É q

XX X

O O

OOO

O O

A/18

A/178/18/28/3

7/4B 7/3 7/2

A/16

7/1

A/15

A/14

MED2

A/13

A/13A

6/16/26/3 A/12

MED5

MED4

NB/0

MED3

MED6

7/0

NB/1

A/13

ON POLE 7/1

NORMALLY

CLOSED

ON POLE A/13A

NORMALLY OPEN

ON POLE A/16

NORMALLY

CLOSED

1 TRANSFORMER

AT 50 KVAR

ON POLE 6/2

1 TRANSFORMER

AT 10 KVAR

ON POLE

TRANSFORMER

- MORE INFO

NEEDED

3 TRANSFORMERS

AT 10 KVAR

ON POLE 6/1

3 TRANSFORMERS

AT 75 KVAR -

MORE INFO NEEDED

1 TRANSFORMER AT

225 KVAR - MORE

INFO NEEDED NOT

SHOWN ON BV PLAN

3 TRANSFORMERS AT

75 KVAR - MORE

INFO NEEDED NOT

SHOWN ON BV PLANS

K-6

NORMALLY

OPENMORE

INFO

NEEDED

K-15

NORMALLY

CLOSED

K-11

NORMALLY

CLOSED

GEN 30

KW AUX

GENERATOR

K-12

SECONDARY DISTRIBUTION

NORMALLY CLOSED

ELECTRICAL

METER

POINT

3 TRANSFORMERS

AT 75 KVAR ON

POLE 7/2A

3 TRANSFORMERS

AT 50 KVAR

ON POLE 7/1

3 TRANSFORMERS

AT 10 KVAR

ON PAD

3 TRANSFORMERS

AT 50 KVAR

ON POLE 7/1

K-14

NORMALLY

CLOSED

Area A Ro ad

Medical Street

Plant Street

7th Street

8th Street

En nis

D r ive

Installation Boundary Buildings Support Pole

³± Underground Electrical Cable Manhole

Page 15 of 22¯0 50 10025 Feet 1 inch = 100 feet

Key Map Electrical System Layout

DEFENSE DISTRIBUTION DEPOT

SAN JOAQUIN-TRACY SITE

Data Sources: Magnolia River Geospatial, Inc.

Aerial (Nov. 2012) Projection: NAD 83, CA State Plane Zone 3, US ftDo cu me nt Pa th:

\Pr oje cts \19

Tra cy

\ar ch ive \ex po rt\2

Cli en t_G eo da tab as eR ele as e4 \m as ter

\m xd

\ut iliti es \El ec tric alM ap bo ok

.m xd

; D ate

Sa ve d:

9/1

4/2

4 3 :08

:41

Primary Distribution q Capacitor Bank ÛÒ Primary Switch

DDDD Primary Aboveground Power Line DDDDD Primary Underground Power Line

Secondary Distribution q Capacitor Bank OD Disconnected Street Light O Street Light º Electrical Meter

É Generator

Ò Pad-Mounted or Vault Transformer q Pole-Mounted Transformer;

Transformer ÛÒ Secondary Switch X Control Panel Connected to Outside

Grid Secondary Aboveground Power Line Secondary Underground Power Line Stree Light Aboveground Power Line Street Light Underground Power Line Building Connection

DAK0013

Typewritten Text

DRWG# UG-2

DAK0013

Typewritten Text

D D

B B

B B B

B B

BBB B

B B

Area A Ro ad

Medical Street

Plant Street

7th Street

8th Street

En nis

Dr ive

10"

8" Pla stic

8" R

54" CMP

42" C

66"

RCP

30" RCP

" R

42" RCP

12"

12" RCP

18" RCP

" R

12" Plastic

24" CMP

" R

18" RCP

12" RCP

10" CMP

18"

RCP

42"

" C

54" CMP

" C

24"

" R

18"

RCP

54" CMP

" R

18"

RCP

54" CMP

12" RCP

18" STEEL

18" RCP

66"

CMP

18" RCP

8" CMP

54" CMP

18" RCP

54" CMP

42" CMP 42" CMP

8" CMP

75.83'

73.44'

77.43'

77.71'

77.15'

76.15' 76.44'

75.79'

75.46' 75.21'

75.66'

75.58' 75.66'

75.53'

75.05'76.31'

76.06'

77.28' 76.66'

76.36'

76.76' 78.23' 76.8'

78.19'78.87'79.39' 76.97'

77.66' 76.92' 76.26'

76.7' 76.16'

77.7'

76.4'

77.07'

Installation Boundary Buildings

! Storm Drain Manhole = Storm Water Pump Station B Storm Water Catch Basin B Storm Water Drop Inlet

B Storm Water Side Open Catch Basin Drain

)! Storm Water Headwall Open Channel Storm Drain Pipe

D D Abandoned Pipe

Page 15 of 22¯0 50 10025 Feet 1 inch = 100 feet

Key Map Storm Drain Layout

DEFENSE DISTRIBUTION DEPOT

SAN JOAQUIN-TRACY SITE

Data Sources: Magnolia River Geospatial, Inc.

Aerial (Nov. 2012) Projection: NAD 83, CA State Plane Zone 3, US ftDo cu me nt Pa th:

\Pr oje cts \19

Tra cy

\ar ch ive \ex po rt\2

Cli en t_G eo da tab as eR ele as e3 _1

\m as ter \m xd \ut iliti es

\St orm

Wa ter

Ma pb oo k.m xd ; D ate Sa ve d:

3/3 1/2

4 3

:29 :40

DAK0013

Typewritten Text

DRWG # UG-3

DAK0013

Typewritten Text

A/1

7/3 7/2 7/2 A

A/1

7/1

A/1

A/1 3A

6/16/26/3

A/1

/0ME

7/0

A/1

Area A Ro ad

Medical Street

Plant Street

7th Street

8th Street

En nis

D r ive

Page 15 of 22¯0 50 10025 Feet 1 inch = 100 feet

Key Map Telecomm System Layout

DEFENSE DISTRIBUTION DEPOT

SAN JOAQUIN-TRACY SITE

Data Sources: Magnolia River Geospatial, Inc.

Aerial (Nov. 2012) Projection: NAD 83, CA State Plane Zone 3, US ftDo cu me nt Pa th:

\Pr oje cts \19

Tra cy

\ar ch ive \ex po rt\2

Cli en t_G eo da tab as eR ele as e4 \m as ter

\m xd

\ut iliti es \Te lec om mM ap bo ok

.m xd

; D ate

Sa ve d:

2/1

2/2

4 1 0:3

5:0 7 A

Installation Boundary Buildings Electrical and Telecom Support Pole

Electrical and Telecom and Cable Riser Support Pole

Underground Telecom Cable Access Vault

ABOVEGROUND

AERIAL POLE LINE

ABOVEGROUND

MULTI MODE FIBER

LINE

ABOVEGROUND

SINGLE MODE FIBER

LINE

UNDERGROUND

MULTI MODE FIBER

LINE

UNDERGROUND

SINGLE MODE FIBER

LINE

UNDERGROUND

CABLE IN DUCT

DAK0013

Typewritten Text

DRWG # UG-4

DAK0013

Typewritten Text

C u u

ÍB

dwc008 1992 dwc007 dwcv001 dwv049 dwv049A dwv052 dwv053 dwv051 dwv050 cfpv1001 fpv1007 fpv1009 1992H124

H125

H98

H97

H94

H96

H95

H92

H162

H157

H193 dwv073B

WSW004e

WSW003

bfp011 bfp013 fpv1007A dwv051A dwv051B dwv049B dwv073A

H162A27

Area A Road

Medical Street

Plant Street

7th Street

8th Street

En ni s

Dr iv e

12" Poly Vinyl Chloride 8" C as t Ir on

8" C as t Ir on

6" Cast Iron

6" Asbestos Concrete

8" C as t Ir on

8" Cast Iron

12" Poly Vinyl Chloride

8" C as t Ir on

12" Asbestos Concrete12" Asbestos Concrete

8" Cast Iron

8" C as t Ir on

" P oly Vi ny l C hlo rid e

0.75" Asbestos Concrete

12" Asbestos Concrete 12" Asbestos Concrete

" P oly Vi ny l C hlo rid e

2" Asbestos Concrete

" A sb es tos C on cre te

" A sb es tos

C on cre te

2" A sb es tos C on cre te

" P oly Vi ny l C hlo rid e

12" As be sto s C on cre te

12" Asbestos Concrete 12" Poly Vinyl Chloride

12" Asbestos Concrete12" Asbestos Concrete

12" Poly Vinyl Chloride

12" Asbe sto s C oncr ete

12" Poly

Vin yl C hlo rid e

8" As be sto s C on cre te

12" Asbestos Concrete

" A sb es tos C on cre te

12" Asbestos Concrete

6" Asbestos Concrete

8" Asbe sto s C on cre te

" A sb es tos C on cre te

12" As be sto s C on cre te

0 50 10025 Feet 1 inch = 100 feet

Key Map Water System Layout

DEFENSE DISTRIBUTION DEPOT

SAN JOAQUIN-TRACY SITE

Data Sources: Magnolia River Geospatial, Inc.

Aerial (Nov. 2012) Projection: NAD 83, CA State Plane Zone 3, US ftDo cu me nt Pa th:

\Pr oje cts \19

Tra cy

\ar ch ive \ex po rt\2

Cli en t_G eo da tab as eR ele as e4 \m as ter

\m xd

\ut iliti es \W ate rM ap bo ok .m xd ; D ate Sa ve d:

9/1 4/2

4 4

:05 :24

Installation Boundary Buildings

ÍB Backflow Preventer W Water Meter u Abandoned Domestic Water Supply Well u Domestic Water Supply Well &: Chlorine Diffuser

Overflow Drain " Capped Fire Protection Line " Capped or Plugged Water Main = Water Pump

# Water Tower Fire Hydrants ¬« High Pressure Hydrant with Valve ¬« Regular Pressure Fire Hydrant with Valve

¬« Regular Pressure Fire Hydrant with Valve Underground

Valves > Domestic Water Valve with Round Valve Cover

OS&Y Outside Screw and Yoke Valve

@ Post Indicator Valve

@ Post Indicator Valve Underground

>C Capped Valve

>W Well Water Line Valve > Fire Protection Valve With Triangle Valve Cover > Pressure Relief Valve ÊË Blow Off Valve

Water Supply Pipes Main Lines for Fire Protection Service Lines for Fire Protection Main Lines for Domestic Water Supply Service Lines for Domestic Water Supply Well Water Line

DAK0013

Typewritten Text

DRWG # UG-5

DAK0013

Typewritten Text

DrawingsBackUpGenCkt#2-3

Drwg G1 General ProjectLocation BackupGenCkt#2-3

DrawingsBackUpGenCkt#2-3

EnerVistaNetworkBackUpGenCkt#2-3

Sheets and Views

Layout1

PavingAnd RoadDetailsBackUpGenCkt#2-3

PavingAndRoadLocationBackUpGenCkt#2-3

AnnexureA DLA-SJLandMgmtProtocolBackUpGenCkt#2-3

DLA_SJ _Soil_Management_Protocol_Aug2018FINAL

1. Introduction

2. Soil Management

3. Stockpile Construction

4. Soil Characterization For Disposition

5. Contacts

SMWU33_ DLA_Tracy_LUC_site_summaries

GIS-MapBookUnderground AbandonedIndustrialPipeBackUpGenCkt#2-3

GIS-MapBookUnderground ElectricalDuctBackUpGenCkt#2-3

GIS-MapBookUnderground StormDrainPipeBackUpGenCkt#2-3

GIS-MapBookUndergroundTelecomCableInDuctBackUpGenCkt#2-3

GIS-MapBookUndergroundWaterDistributionPipeBackUpGenCkt#2-3

File details come from the government source that posted it. Updated May 20, 2020.