A-1 Fort Meade Tank Inventory Current SPCC Plan.pdf

PDF 6 MB Posted Aug 22, 2025

Attached to: Services for Spill Prevention, Control, and Countermeasures Plan Federal contract opportunity
Solicitation number: 36C26325Q1082
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 23

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Written by GovTribe AI · Aug 22, 2025

This document is a Spill Prevention, Control, and Countermeasure (SPCC) Plan for the Fort Meade VA Medical Center located in Sturgis, South Dakota. The comprehensive plan details the facility's oil storage infrastructure, which includes 10 aboveground storage tanks (ASTs), 6 underground storage tanks (USTs), 2 food grease containers, and 41 transformers, with a total storage capacity of 93,455 gallons. The facility has experienced two previous oil spills in 2018 and 2019, involving diesel fuel releases from underground storage tanks, which were contained and remediated.

The SPCC Plan outlines detailed protocols for preventing, controlling, and responding to potential oil discharges, including inspection procedures, personnel training, site security measures, and emergency response strategies. It provides specific guidance for notification procedures in the event of a minor or major discharge, with contact information for internal VA personnel and external regulatory agencies such as the South Dakota Department of Agriculture and Natural Resources and the National Response Center. The plan is designed to comply with EPA regulations and aims to minimize environmental impact and ensure rapid, effective response to any potential oil spills at the medical center.

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S02 SPCC Solicitation BH 36C26325Q1082.docx	DOCX document	Aug 22, 2025
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FT. MEADE VA HEALTH CARE SYSTEM

STURGIS, SOUTH DAKOTA

Ft. Meade Update SPCC Plans 2021

(100%) Report Submission

CO NTRA CT NO.: 36C26321C0041

PROJECT NO.: 568-20-SL-002

May 28, 2021

U.S. DEPARTMENT OF

V E T E R ANS AF FAI R S

Veteran’s Health Administration Black Hills VA- Ft. Meade Health Care System

Table of Contents

1.0 MANAGEMENT APPROVAL / DESIGNATED PERSON AND RELEASE NOTIFICATION PLAN (40

CFR 112.7)

1.1 Professional Engineer’s Certification (40 CFR 112.3(d))

1.2 Location of SPCC Plan (40 CFR 112.3(e))

1.3 Plan Review/Amendments (40 CFR 112.3 and 112.5)

1.3.1 Changes in Facility

1.3.2 Scheduled Plan Reviews

1.3.3 Record of Plan Reviews

1.3.4 Description of Non-Conformance

1.4 Facilities, Procedures, Methods, or Equipment Not Yet Fully Operational (40 CFR 112.7)

2.0 INTRODUCTION (40 CFR 112.1; 112.4(a))

2.1 Plan Organization and Regulatory References (40 CFR 112.7)

3.0 FACILITY INFORMATION

3.1 Facility Diagram and Location (40 CFR 112.7 (a)(3))

3.2 Facility Description

3.3 Bulk Storage Containers (40 CFR 112.8 (c))

4.0 DISCHARGE POTENTIAL

4.1 Distance to Navigable Waters

4.2 Discharge History

4.3 Potential Discharge Volumes and Rates (40 CFR 112.7 (a)(3)(i & iii); 112.7 (b))

4.4 Containment and Diversionary Structures (40 CFR 112.7 (c))

4.5 Impracticality of Secondary Containment (40 CFR 112.7 (d))

4.6 Inspections, Tests and Records (40 CFR 112.7 (e))

4.7 Personnel Training (40 CFR 112.7(f)(1-3))

4.8 Site Security (40 CFR 112.7 (g))

4.9 Loading/Unloading Operations (40 CFR 112.7(h)(1-3))

4.9.1 Loading/Unloading Procedures (40 CFR 112.7(h)(2) and (3))

4.10 Conformance with Other Applicable Requirements (40 CFR 112.7(j))

4.10.1 State of South Dakota Requirements

4.10.2 Industry Standards

5.0 DISCHARGE PREVENTION

5.1 Facility Drainage (40 CFR 112.8(b)(1-5))

5.2 Container Compatibility with its Contents (40 CFR 112.8(c)(1))

5.3 Secondary Containment (40 CFR 112.8(c)(2))

5.4 Drainage of Diked Areas (40 CFR 112.8(c)(3))

5.5 Corrosion Protection and Leak Testing of Underground Storage Tanks (40 CFR 112.8(c)(4)) . 26

5.6 Partially Buried and Bunkered Storage Tanks (40 CFR 112.8(c)(5))

5.7 Above Ground Tank Inspections and Tests (40 CFR 112.8(c)(6))

5.8 Heating Coils (40 CFR 112.8(c)(7))

5.9 Overfill Prevention Systems (40 CFR 112.8(c)(8))

5.10 Effluent Treatment Facilities (40 CFR 112.8(c)(9))

5.11 Visible Discharges (40 CFR 112.8(c)(10))

5.12 Mobile and Portable Containers (40 CFR 112.8(c)(11))

5.13 Transfer Operations, Pumping, and In-Plant Processes (40 CFR 112.8(d))

6.0 DISCHARGE RESPONSE

6.1 Response to a Minor Discharge

6.2 Response to a Major Discharge

6.3 Notification Procedures

6.4 Reporting (40 CFR 112.4)

6.5 Clean-up Contractors

6.6 Oil Contaminated Materials Disposal

List of Figures

Figure 1. Vicinity Map Figure 2. Site Layout Showing AST and UST Inventory, Flow Paths, and Spill Kit Locations Figure 3. Site Layout Showing Transformer Locations

List of Tables

Table 2.1. Regulatory Requirement and Text Cross-Reference Matrix Table 4.1. Oil Storage Inventory of SPCC ASTs, USTs, and Containers Table 4.2. Inventory of Transformers

Appendices

APPENDIX A - SPCC REVIEW LOGS

APPENDIX B - SUBSTANTIAL HARM DETERMINATION CERTIFICATION FORM

APPENDIX C – EXAMPLE INSPECTION CHECKLISTS

APPENDIX D - RECORD OF ANNUAL DISCHARGE PREVENTION TRAINING

APPENDIX E – EXAMPLE LOADING/UNLOADING PROCEDURE

APPENDIX F – PHOTOGRAPHS

APPENDIX G – SPILL REPORT FORMS

Spill Prevention, Control, and Countermeasure Plan Fort Meade VA Medical Center Page 1 of 64

1.0 MANAGEMENT APPROVAL / DESIGNATED PERSON AND RELEASE

NOTIFICATION PLAN (40 CFR 112.7)

This Spill Prevention, Control, and Countermeasure (SPCC) Plan was prepared in accordance with good engineering practices and has the full approval of management. The Authorized

Facility Representative (AFR) is the designated Person Accountable for Oil Spill Prevention at the facility and has the authority to commit whatever personnel, equipment, and materials are deemed necessary to implement this plan. Management is fully committed to the implementation of the requirements set forth in this SPCC Plan. The priorities of response team members are based upon protection of human life, mitigating environmental harm, and protection of property, respectively.

Authorized Facility Representative (AFR):

Signature: _________________________________________________

John E. Henderson

Chief Facilities Management, VA BHHCS

Date: __________________________________

Release Notification Plan – Fort Meade VA Campus

The Fort Meade VA Medical Center SPILL, PREVENTION, CONTROL AND

COUNTERMEASURE PLAN (SPCC) dated 05/31/2021 serves as the RELEASE NOTIFICATION

PLAN for this facility.

Material Data Safety Sheets for regulated substances are maintained on the VA BHHCS’ electronic SDS database.

Signature: ____________________________________________

John E. Henderson

Chief Facilities Management, VA BHHCS

Date: __________________________________

Fort Meade VA Medical Center Page 2 of 64

1.1 Professional Engineer’s Certification (40 CFR 112.3(d))

In accordance with 40 CFR 112.3(a), I hereby certify that I have visited and examined the facility in accordance with 40 CFR 112.3 (d), and, being familiar with the provisions of 40 CFR

112, U.S. Environmental Protection Agency Regulations on Oil Pollution Prevention, attest that the Spill Prevention, Control, and Countermeasure (SPCC) Plan has been prepared in accordance with good engineering practice, including consideration of applicable industry standards, and with the requirements of 40 CFR part 112; that procedures for required inspections and testing have been established; and that the SPCC Plan is adequate for the facility. [40 CFR 112.3(d)]

This certification in no way may be construed as a warranty by the Licensed Professional

Engineer that the adequate SPCC Plan will be fully implemented, and in no way relieves the owner or operator of the facility of their duty to prepare and fully implement this SPCC Plan in accordance with the requirements of 40 CFR 112. This Plan is only valid to the extent that the facility owner or operator maintains, tests, and inspects equipment, containment, and other devices as prescribed in this Plan. Furthermore, all information and data related to all tanks, containers, and transformers was provided by the owner and/or operator. This information and data were utilized throughout this SPCC Plan. Construction type of all tanks, containers, and transformers was also provided by the owner and/or operator and was relied upon as the most accurate information available.

____________________________________________ Date: ________________________ Signature

Shane A. Matt, PE

State of South Dakota, PE No. 7899

05/26/2021

Fort Meade VA Medical Center Page 3 of 64

1.2 Location of SPCC Plan (40 CFR 112.3(e))

In accordance with 40 CFR 112.3(e), a complete copy of this SPCC Plan is maintained at the

Fort Meade VA Medical Center Facilities Management Office and the Fort Meade VA Medical

Center Fire Department. The Fire Department is staffed 24 hours per day 7 days per week.

1.3 Plan Review/Amendments (40 CFR 112.3 and 112.5)

1.3.1 Changes in Facility

In accordance with 40 CFR 112.5(a), this SPCC Plan will be reviewed for changes in the facility design, construction, operation, or maintenance that materially affects the facility’s potential for an oil discharge into or upon the navigable waters of the United States or adjoining shoreline’s or that may impact natural resources belonging to, appertaining to, or under the exclusive management authority of the United States.

Examples of changes that may require amendment of the SPCC Plan include, but are not limited to, any of the following:

• Commissioning or decommissioning containers

• Replacing, reconstructing, or moving containers

• Replacing, reconstructing, or installing piping systems

• Construction or demolition that might alter secondary containment structures

• Changes of product or service

• Revising standard operation or maintenance procedures at a facility o Modification/inspection procedures and use of new or modified industry standards

Amendments to the Plan made to address changes of this nature are referred to as technical amendments and must be certified by a Professional Engineer. Non-technical amendments can be done (and must be documented in this section) by the facility owner and/or operator.

Nontechnical amendments include the following:

• Change in the name or contact information (i.e., telephone numbers) or individuals responsible for the implementation of this Plan; or

• Change in the name or contact information of spill response or cleanup contractors.

Fort Meade VA Medical Center Page 4 of 64

Revisions to the SPCC Plan must be made as soon as possible, but no later than six months after the change occurs. The Plan must be implemented as soon as possible following any technical amendment, but no later than six months from the date of the amendment. The

Authorized Facility Representative or designee is responsible for initiating and coordinating revisions to the SPCC Plan.

1.3.2 Scheduled Plan Reviews

In accordance with 40 CFR 112.5(b), this SPCC Plan will be reviewed at least once every five years. Revisions to the Plan, if needed, are made within six months of the five-year review.

A registered Professional Engineer certifies any technical amendment to the Plan, as described above, in accordance with 40 CFR 112.3(d).

1.3.3 Record of Plan Reviews

Scheduled reviews and Plan amendments are recorded in the SPCC Review Log

(Appendix A). This log must be completed even if no amendment is made to the Plan as a result of the review.

1.3.4 Description of Non-Conformance

There are none so this section is not applicable.

1.4 Facilities, Procedures, Methods, or Equipment Not Yet Fully Operational (40

CFR 112.7)

There are none so this section is not applicable.

Fort Meade VA Medical Center Page 5 of 64

2.0 INTRODUCTION (40 CFR 112.1; 112.4(a))

Spill Prevention, Control, and Countermeasure plans for facilities are prepared and implemented as required by U.S. Environmental Protection Agency (U.S. EPA) regulations contained in Title 40, Code of Federal Regulations, Part 112 (40 CFR 112). A non-transportation related facility is subject to SPCC regulations if: 1) due to its location, the facility could reasonably be expected to discharge oil into or upon the navigable waters of the United

States; 2) the total aboveground storage capacity exceeds 1,320 gallons (calculated total of containers with capacity of 55 gallons or more); or 3) the completely buried storage capacity exceeds 42,000 gallons. Completely buried tanks subject to all the technical requirements of

40 CFR Parts 280 and 281 do not count in the calculation of the 42,000-gallon threshold.

The SPCC plan is not required to be filed with U.S. EPA, but a copy must be available for on-site review by the Regional Administrator during normal working hours if the subject facility is attended at least 4 hours a day. The SPCC plan must be submitted to the U.S. EPA Regional

Administrator and the state agency in charge of oil pollution control along with the other information specified in 40 CFR 112.4 if either of the following occurs:

1. The facility discharges more than 1,000 gallons of oil into or upon navigable water of the United States or adjoining shorelines in a single event; or

2. The facility discharges more than 42 gallons of oil in each of two discharge events within any 12-month period. Discharge information must be reported to U.S. EPA and the state agency within 60 days if either of the above thresholds are reached.

This Plan provides guidance on key actions that must be performed to comply with the SPCC rule:

• Complete monthly and annual site inspections as outlined in the Inspection and Tests section of this Plan (Section 4.6 & 5.7).

• Perform preventive maintenance of equipment, secondary containment systems, and discharge prevention systems described in this Plan as needed to keep them in proper operating conditions.

• Conduct annual employee training as outlined in the Personnel Training of this Plan

(Section 4.7).

Fort Meade VA Medical Center Page 6 of 64

• If either of the following occurs, submit the SPCC Plan to the EPA Region 8 Regional

Administrator (RA) along with other information as detailed in Section 6.4 of this Plan:

o The facility discharges more than 1,000 gallons of oil into or upon the navigable waters of the U.S. or adjoining shorelines in a single spill event; or o The facility discharges more than 42 gallons in each of two discharge events within any 12-month period.

• Review the SPCC Plan at least once every five (5) years and amend it to include more effective prevention and control technology if such technology will significantly reduce the likelihood of a discharge event and has been proven effective in the field at the time of the review. Plan amendments, other than administrative changes discussed above, must be recertified by a Professional Engineer on the certification page in

Section 1.1 of this Plan.

The SPCC plan shall be amended within 6 months whenever there is a change in facility design, construction, operation, or maintenance that materially affects the facility’s discharge potential. The plan must be reviewed once every 5 years and amended to include more effective prevention and control technology if such technology will significantly reduce the likelihood of a discharge event and has been proven in the field. All technical amendments must be certified by a registered professional engineer.

The Fort Meade VA Medical Center facility does not pose a risk of substantial harm under 40

CFR part 112, as recorded in the “Substantial Harm Determination” included in Appendix B.

2.1 Plan Organization and Regulatory References (40 CFR 112.7)

In general, this SPCC Plan follows the sequence of the regulatory requirements outlined in 40

CFR 112.7 and 112.8 and discusses the facility’s conformance to those applicable regulatory requirements. For sections with regulatory references, the federal SPCC regulatory requirements are summarized in Table 2.1, they are also noted at the end of each title to the section pertaining to the regulatory requirements.

Fort Meade VA Medical Center Page 7 of 64

Table 2.1. Regulatory Requirement and Text Cross-Reference Matrix.

Regulatory Requirement and Text Cross-Reference Matrix

Topic

CFR Citation

Spill Prevention, Control, and Countermeasure Section

Requirement for an SPCC Plan 40 CFR 112.1 2.0

Professional Engineer Certification 40 CFR 112.3(d) 1.1

Plan Available On-site 40 CFR 112.3(e) 1.2

Reportable Discharges 40 CFR 112.4(a) 2.0 & 6.0

Amendment of SPCC Plan by Regional Administrator 40 CFR 112.4 6.4

Plan Amendment — Change Affecting Potential for Discharge

40 CFR 112.5(a) 1.3.1

Plan Amendment — 5-Year Plan Review and Amendment

40 CFR 112.5(b) 1.3.2

Professional Engineer Certification of Technical Amendments

40 CFR 112.5(c)

1.3.1 & 1.3.2

Summary of Deficiencies from Rule Requirements 40 CFR 112.7(a)(2) 1.3.4

Facility Diagram 40 CFR 112.7(a)(3) 3.1

Oil Storage 40 CFR 112.7(a)(3)(i) 4.3

Discharge Prevention and Routine Handling 40 CFR 112.7(a)(3)(ii) 4.0 & 5.0

Discharge or Drainage Controls 40 CFR 112.7(a)(3)(iii) Table 4.1 & 5.0

Countermeasures for Discharge Discovery, Response, and Cleanup

40 CFR 112.7(a)(3)(iv)

5.0 & 6.0

Methods of Disposal of Recovered Materials 40 CFR 112.7(a)(3)(v) 6.0

Contact List and Telephone Numbers 40 CFR 112.7(a)(3)(vi) 6.3 & Appendix G

Discharge Reporting Procedures 40 CFR 112.7(a)(4) 2.0, 6.4, Appendix G

Discharge Emergency Response Procedures 40 CFR 112.7(a)(5) 6.0 & Appendix G

Potential Spill Predictions, Volumes, Rates, and Control

40 CFR 112.7(b)

4.3 & Table 4.1

Drainage Prevention Diversionary Structures and Containment

40 CFR 112.7(c) 4.4

Impracticality of Secondary Containment 40 CFR 112.7(d) 4.5

Inspection/Record Keeping 40 CFR 112.7(e) 4.6

Personnel Training and Spill Prevention Procedures 40 CFR 112.7(f)(1-3) 4.7 & Appendix D

Site Security 40 CFR 112.7(g) 4.8

Loading/Unloading Operations 40 CFR 112.7(h)(1-3) 4.9 & Appendix E

Adequate Secondary Containment for Loading/Unloading Racks

40 CFR 112.7(h)(1) 4.9

Warning or Barrier System for Vehicles 40 CFR 112.7(h)(2) N/A

Vehicles Examined for Lowermost Drainage Outlets before Leaving

40 CFR 112.7(h)(3) N/A

Brittle Fracture or Other Catastrophe of Field- Constructed Tanks

40 CFR 112.7(i) N/A

Conformance with Other Applicable Requirements 40 CFR 112.7(j) 4.10

Fort Meade VA Medical Center Page 8 of 64

Drainage Control 40 CFR 112.8(b)(1-5) 5.1

Drainage from Diked Storage Areas 40 CFR 112.8(b)(1) 5.1 & 5.4

Valves Used on Diked Storage Areas 40 CFR 112.8(b)(2) 5.1 & 5.4

Plant Drainage Systems from Undiked Areas 40 CFR 112.8(b)(3) 5.1

Final Discharge of Drainage 40 CFR 112.8(b)(4) 5.1

Facility Drainage Systems and Equipment 40 CFR 112.8(b)(5) 5.1

Bulk Storage Tanks/Secondary Containment 40 CFR 112.8(c)(1-11) 5.3

Container Compatibility with Its Contents 40 CFR 112.8(c)(1) 5.2

Diked Area Construction and Containment Volume for Storage Containers

40 CFR 112.8(c)(2) 5.3

Diked Area, Inspection, and Drainage of Rainwater 40 CFR 112.8(c)(3) 5.4

Corrosion Protection of Buried Metallic Storage Tanks

40 CFR 112.8(c)(4) 5.5

Corrosion Protection of Partially Buried Metallic Tanks

40 CFR 112.8(c)(5) 5.6

Aboveground Tank Periodic Integrity Assessment 40 CFR 112.8(c)(6) 5.7

Control of Leakage through Internal Heating Coils 40 CFR 112.8(c)(7) 5.8

Liquid-Level Sensing Devices 40 CFR 112.8(c)(8) 5.9

Observation of Disposal Facilities for Effluent Discharge

40 CFR 112.8(c)(9) 5.10

Visible Oil Leak Corrections from Tank Seams and Gaskets

40 CFR 112.8(c)(10) 5.11

Appropriate Position of Mobile or Portable Oil Storage Containers

40 CFR 112.8(c)(11) 5.12

Facility Transfer Operations 40 CFR 112.8(d)(1-5) 5.13

Buried Piping Installation Protection and Examination 40 CFR 112.8(d)(1) N/A

Not-In-Service and Standby Service Terminal Connections

40 CFR 112.8(d)(2) N/A

Pipe Supports Design 40 CFR 112.8(d)(3-5) 5.2

Fort Meade VA Medical Center Page 9 of 64

3.0 FACILITY INFORMATION

Facility Name: Fort Meade VA Medical Center

Address: 113 Comanche Road

Fort Meade, SD 57741

Telephone: (605) – 347 - 2511

Owner: United States of America

Department of Veterans Affairs

801 Vermont Avenue, NW

Washington, DC 20420

3.1 Facility Diagram and Location (40 CFR 112.7 (a)(3))

The facility is in Meade County, South Dakota, approximately 2 miles east of Sturgis, South

Dakota on Highway 34/79. The facility coordinates are 44.41275° north latitude and

103.47198° west longitude. The nearest perennial surface water body, Bear Butte Creek, is located approximately 0.4 miles northwest of the facility. However, based on site and area topography surface drainage is toward an unnamed tributary of Cottle Creek located approximately 1,800 feet northeast of the intersection of Custer Avenue and Highway 34/79.

Figure 1 shows the general location of the facility.

FT MEADE VA MEDICAL CENTER

STURGIS HIGH SCHOOLFT MEADE WATER

TREATMENT PLANT

STORM SEWER

OUTFALL

STORM SEWER

OUTFALL

STORM SEWER

OUTFALL

TO STURGIS

DRAI

NAG

OTT

REE

BEAR B

UTT

E C

REEK

SD HWY 34

C O

U N

W Y

R O

A D

00 200' 400'

HORIZ. SCALE: 1"=400'

FIGURE 1

VICINITY MAP

JOB NUMBER: 21-105

DATE: 5/19/2021

DRAWING:105-MEADEFIG01.dwg

SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN (SPCC)

FT MEADE VA MEDICAL CENTER, STURGIS SOUTH DAKOTA

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Fort Meade VA Medical Center Page 11 of 64

3.2 Facility Description

Veterans Affairs Hospital with underground and aboveground petroleum storage tanks for emergency generators, boiler fuel, vehicles, and hydraulic elevators/hoist. The Hospital also collects used oil and used food grease.

3.3 Bulk Storage Containers (40 CFR 112.8 (c))

Table 4.1 (section 4.3) lists the petroleum storage tanks that are located at the Fort Meade VA

Medical Center. Table 4.2 (section 4.3) lists the transformers located at the Fort Meade VA

Medical Center. Figure 2 shows the location of all tanks/containers and spill kits at the facility and Figure 3 shows the location of the transformers at the facility. Appendix F shows photos of the complete inventory of all AST and UST tanks, containers, food grease (FG) containers, transformers (TR), and spill kits. See the summary below for total volumes.

• TOTAL AST STORAGE: 10,300 GALLONS

• TOTAL UST STORAGE 78,120 GALLONS

• TOTAL FG STORAGE: 110 GALLONS

• TOTAL TR STORAGE: 4,925 GALLONS

• TOTAL STORAGE: 93,455 GALLONS

BLDG.

BLDG. T171

BLDG. 87

BLDG. 137

BLDG. 146

BLDG. 113

BLDG. 145

BLDG.

BLDG. 47

FLOW TO

LOWPOINT

IN GRASS

EXISTING

STORM

INLET

OIL/WATER

SEPARATOR

AND WASH BAY BLDG. 91

LEGEND

ABOVE GROUND TANK

UNDERGROUND TANK

STORAGE DRUM

SPILL KITS

FLOW ARROW

A-9

80 GAL

#2 DIESEL

A-1

1,100 GAL

#2 DIESEL

U-1

15,000 GAL

#2 DIESEL

A-2

475 GAL

USED OIL

A-10

(2) 110 GAL

NEW OIL

U-2 2,000 GAL GASOLINE

U-3 560 GAL #1 DIESEL

U-4 560 GAL #2 DIESEL

FG-1

(2) 55 GAL

FOOD GREASE

A-3

1,500 GAL

#2 DIESEL

A-4

3,725 GAL

#2 DIESEL

A-5

2,020 GAL

#2 DIESEL

A-11

330 GAL

#2 DIESEL

A-7

330 GAL

#2 DIESEL

U-6 30,000 GAL #2 DIESEL

U-7 30,000 GAL #2 DIESEL

TO WATERTREATMENT PLANT

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INTO

DEPRESSION

A-8

500 GAL

#2 DIESEL

FLOOR DRAINS TO SANITARY

SEWER AND THEN INTO

TREATMENT LAGOON

TO VACAMPUS

00 200' 400'

HORIZ. SCALE: 1"=400'

FIGURE 2

SITE INVENTORY OF PETROLEUM STORAGE

JOB NUMBER: 21-105

DATE: 5/19/2021

DRAWING:105-MEADEFIG02.dwg

SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN (SPCC)

FT MEADE VA MEDICAL CENTER, STURGIS SOUTH DAKOTA

AutoCAD SHX Text

AutoCAD SHX Text 4&5

AutoCAD SHX Text

AutoCAD SHX Text 96 B

AutoCAD SHX Text 96 A

AutoCAD SHX Text T-274

AutoCAD SHX Text

TUNNEL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text E

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

BLD. 138

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BLD. 137

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

TEL

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text 6th STREET (ASPHALT)

AutoCAD SHX Text

BLD. 147

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

COMANCHE ROAD (ASPHALT)

AutoCAD SHX Text

BLD. 68

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text Bore

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text S

AutoCAD SHX Text

TEL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text Bore

AutoCAD SHX Text

CUSTER AVE.

AutoCAD SHX Text

BLD. 110

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CUSTER AVE. (ASPHALT)

AutoCAD SHX Text E

AutoCAD SHX Text

BASE

AutoCAD SHX Text

BASE

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

BASE

AutoCAD SHX Text

BOL

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

(CONC.)

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text S

AutoCAD SHX Text

BOL

AutoCAD SHX Text

PARKING LOT (CONC.)

AutoCAD SHX Text

COMPACTOR

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text S

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

PARKING LOT (CONC.)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

BOL

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

PWR

AutoCAD SHX Text

BOL

AutoCAD SHX Text

RENO ROAD

AutoCAD SHX Text

PWR

AutoCAD SHX Text

4TH

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text E

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text T171

AutoCAD SHX Text E

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text T296

AutoCAD SHX Text

PWR

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text

BOL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text E

AutoCAD SHX Text

INV.3304.10

AutoCAD SHX Text

COMANCHE ROAD

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

CTV

AutoCAD SHX Text

PWR

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TERRY ROAD

AutoCAD SHX Text

TEL

AutoCAD SHX Text T151

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text E

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

CUSTER

AutoCAD SHX Text

STURGIS RD.

AutoCAD SHX Text

SECOND

AutoCAD SHX Text

1ST

AutoCAD SHX Text

3RD

AutoCAD SHX Text

TERRY DR.

AutoCAD SHX Text

CUSTER

AutoCAD SHX Text

MACKENZIE

AutoCAD SHX Text

6TH

AutoCAD SHX Text

SD HWY 34/79

AutoCAD SHX Text

COMANCHE RD.

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

RENO ROAD

AutoCAD SHX Text

5TH

AutoCAD SHX Text

BIKE PATH

AutoCAD SHX Text

SD HWY 34/79

AutoCAD SHX Text

SD HWY 34/79

AutoCAD SHX Text

SHERIDAN

AutoCAD SHX Text

COMANCHE RD.

AutoCAD SHX Text

COMANCHE RD.

AutoCAD SHX Text

4TH

AutoCAD SHX Text

TERRY DR.

AutoCAD SHX Text E

AutoCAD SHX Text

CTV

AutoCAD SHX Text

TEL

AutoCAD SHX Text S

AutoCAD SHX Text

MID CONTINENT CABLE LINE

AutoCAD SHX Text

CTV

AutoCAD SHX Text

CTV

AutoCAD SHX Text

CTV

AutoCAD SHX Text

CTV

AutoCAD SHX Text

BH FIBERCOM LINE

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

BHP 4160 V SERVICE

AutoCAD SHX Text

CAPACITORS

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

TB1A-1 &

AutoCAD SHX Text

TB1A-2

AutoCAD SHX Text

TB1C-1 &

AutoCAD SHX Text

TB1C-2

AutoCAD SHX Text

TB1B-1 &

AutoCAD SHX Text

TB1B-2

AutoCAD SHX Text

TB113B-1 &

AutoCAD SHX Text

TB113B-2

AutoCAD SHX Text

18" RCP 281.4'@0.84%

AutoCAD SHX Text 3x8" PVC 20.8'@1.59%

AutoCAD SHX Text Inv Out= 3289.28

AutoCAD SHX Text

INV= 3293.6

AutoCAD SHX Text Inv Out = 3290.21

AutoCAD SHX Text Inv In = 3290.21

AutoCAD SHX Text Inv Out = 3290.59

AutoCAD SHX Text Inv In = 3290.59

AutoCAD SHX Text Knology Fiber 8' Deep

AutoCAD SHX Text Cable TV

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

SDMH

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text Bore

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

SURGICAL TOWER ADDITION

AutoCAD SHX Text

HAZ

AutoCAD SHX Text 34/33

AutoCAD SHX Text 32/31

AutoCAD SHX Text E

TR-158

TR-159

TR-159A-23

TR-160

TR-161

TR-163

TR-162

TR-164A

TR-164

TR-165

TR-166

TR-168

TR-159A

TR-170

TR-171A

TR-58

TR-60

TR-55

TR-53

TR-176

TR-177

TR-89

TR-88

TR-40

TR-156

TR-157

TR-137

TR-145

TR-113CLIN

TR-146

TR-148

TR-165MRI

TR-113

TR-113GEN

TR-113X

4A-30A3

TR-ST3

503-R1

STORM INLET

STORM

INLET

STORM

INLET

STORM

INLET

STORM

INLET

SUMP AREA

VA (NOT IN SERVICE)-WTP

LEGEND

TRANSFORMER

FLOW ARROW

TR-159A

MINERAL OIL (NON-PCB)

230 GAL

TR-166

MINERAL OIL (NON-PCB)

35 GAL

TR-165

MINERAL OIL (NON-PCB)

49 GAL

TR-164

MINERAL OIL (NON-PCB)

35 GAL

TR-164A

MINERAL OIL (NON-PCB)

49 GAL

TR-162

MINERAL OIL (NON-PCB)

32 GAL

TR-163

MINERAL OIL (NON-PCB)

65 GALTR-161

MINERAL OIL (NON-PCB)

49 GAL

TR-160

MINERAL OIL (NON-PCB)

65 GAL

TR-159A-23

MINERAL OIL (NON-PCB)

49 GAL

TR-159

MINERAL OIL (NON-PCB)

141 GAL

TR-158

MINERAL OIL (NON-PCB)

49 GAL

TR-157

MINERAL OIL (NON-PCB)

35 GAL

TR-156

MINERAL OIL (NON-PCB)

50 GAL

TR-88

MINERAL OIL (NON-PCB)

137 GAL

TR-40

MINERAL OIL (NON-PCB)

137 GAL

TR-89

MINERAL OIL (NON-PCB)

137 GAL

TR-177

MINERAL OIL (NON-PCB)

41 GAL

TR-176

MINERAL OIL (NON-PCB)

63 GAL

TR-53

MINERAL OIL (NON-PCB)

141 GAL

TR-55

ENVIROTEMP FR3 (NON-PCB)

50 GAL

TR-113CLIN

MINERAL OIL (NON-PCB)

249 GAL

TR-146

MINERAL OIL (NON-PCB)

177 GAL

TR-145

MINERAL OIL (NON-PCB)

217 GAL

TR-148

MINERAL OIL (NON-PCB)

365 GAL

TR-113

MINERAL OIL (NON-PCB)

392 GAL

TR-113GEN

MINERAL OIL (NON-PCB)

332 GAL

TR-165MRI

MINERAL OIL (NON-PCB)

249 GAL

TR-170

MINERAL OIL (NON-PCB)

62 GAL

TR-145 OLD (223 GAL)

TR-SPARE #1 (50 GAL)

TR-SPARE #3LF (127 GAL)

TR-SPARE #2 (63 GAL)

ALL MINERAL OIL ( NON-PCB)

TR-137

MINERAL OIL (NON-PCB)

177 GAL

TR-168

MINERAL OIL (NON-PCB)

141 GAL

TR-171A (41 GAL)

TR-58 (141 GAL)

ALL MINERAL OIL (NON-PCB)

TR-60

MINERAL OIL (NON-PCB)

141 GAL

TO WATERTREATMENT PLANT

TR-154

BHP 2

MINERAL OIL (NON-PCB)

8 GAL

SUMP AREA

EXISTING

STORM

INLET

TR-136 (INSIDE BUILDING)

MINERAL OIL (POTENTIAL PCB)

? GAL

STORM SEWER

OUTFALL

STORM

SEWER

OUTFALL

STORM SEWER

OUTFALL

BHP-28584

SUMP

AREA

BHP 1-28584

MINERAL OIL (NON-PCB)

96 GAL

TO VACAMPUS

00 200' 400'

HORIZ. SCALE: 1"=400'

FIGURE 3

SITE INVENTORY OF TRANSFORMERS

JOB NUMBER: 21-105

DATE: 5/19/2021

DRAWING:105-MEADEFIG03.dwg

SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN (SPCC)

FT MEADE VA MEDICAL CENTER, STURGIS SOUTH DAKOTA

AutoCAD SHX Text

AutoCAD SHX Text 4&5

AutoCAD SHX Text

AutoCAD SHX Text 96 B

AutoCAD SHX Text 96 A

AutoCAD SHX Text T-274

AutoCAD SHX Text

TUNNEL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

PROPCOR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CP 16

AutoCAD SHX Text

CP 16

AutoCAD SHX Text

CP 16

AutoCAD SHX Text

BLD. 138

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BLD. 137

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CP 1700

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

EMH 21A

AutoCAD SHX Text

EMH 21

AutoCAD SHX Text E

AutoCAD SHX Text 6th STREET (ASPHALT)

AutoCAD SHX Text

BLD. 147

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

COMANCHE ROAD (ASPHALT)

AutoCAD SHX Text

BLD. 68

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

CP 26

AutoCAD SHX Text

CP 26

AutoCAD SHX Text Bore

AutoCAD SHX Text

CP 25

AutoCAD SHX Text

CP 25

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EMH 22

AutoCAD SHX Text S

AutoCAD SHX Text

EMH 23

AutoCAD SHX Text

AutoCAD SHX Text 3292.07

AutoCAD SHX Text

CP 24

AutoCAD SHX Text

CP 24

AutoCAD SHX Text

TEL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 23A

AutoCAD SHX Text

TEL

AutoCAD SHX Text Bore

AutoCAD SHX Text

EMH 24

AutoCAD SHX Text

CP 104

AutoCAD SHX Text

CP 104

AutoCAD SHX Text

CUSTER AVE.

AutoCAD SHX Text

BLD. 110

AutoCAD SHX Text

BM 11

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CUSTER AVE. (ASPHALT)

AutoCAD SHX Text 3280.58

AutoCAD SHX Text

EMH 20A

AutoCAD SHX Text

EMH 20

AutoCAD SHX Text E

AutoCAD SHX Text

BASE

AutoCAD SHX Text

BASE

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

EMH 19

AutoCAD SHX Text

EMH 19A

AutoCAD SHX Text E

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CP 15

AutoCAD SHX Text

CP 15

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

BASE

AutoCAD SHX Text

CP 22

AutoCAD SHX Text

BOL

AutoCAD SHX Text

ASPH.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text 3284.35

AutoCAD SHX Text

EMH 18

AutoCAD SHX Text

EMH 18A

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

(CONC.)

AutoCAD SHX Text

CP 2200

AutoCAD SHX Text

EMH 38

AutoCAD SHX Text E

AutoCAD SHX Text

BM 12

AutoCAD SHX Text B

AutoCAD SHX Text

EMH 17

AutoCAD SHX Text S

AutoCAD SHX Text

EMH 17A

AutoCAD SHX Text

PWR

AutoCAD SHX Text

EMH 29

AutoCAD SHX Text

CP 105

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

CP 18

AutoCAD SHX Text

CP 17

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EMH 25

AutoCAD SHX Text

CP 103

AutoCAD SHX Text

CP 103

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text

CP 1500

AutoCAD SHX Text

BM 13

AutoCAD SHX Text B

AutoCAD SHX Text

EMH 15

AutoCAD SHX Text S

AutoCAD SHX Text

CP 14

AutoCAD SHX Text

CP 19A

AutoCAD SHX Text

CP 19B

AutoCAD SHX Text

CP 2100

AutoCAD SHX Text

CP 2100

AutoCAD SHX Text

BOL

AutoCAD SHX Text

CP 21

AutoCAD SHX Text

PARKING LOT (CONC.)

AutoCAD SHX Text

EMH 14

AutoCAD SHX Text

COMPACTOR

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text S

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CP 19

AutoCAD SHX Text

EMH 12

AutoCAD SHX Text

EMH 12B

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

EMH 12A

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

CP 13A

AutoCAD SHX Text

PARKING LOT (CONC.)

AutoCAD SHX Text

EMH 37

AutoCAD SHX Text

CP 2000

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 11

AutoCAD SHX Text

EMH 11A

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BM 14

AutoCAD SHX Text

CP 13

AutoCAD SHX Text

EMH 11B

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

CP 23

AutoCAD SHX Text B

AutoCAD SHX Text

BM 10

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

EMH 30

AutoCAD SHX Text

STOOP

AutoCAD SHX Text

CP 106

AutoCAD SHX Text

PARKING LOT (ASPHALT)

AutoCAD SHX Text

CP 20

AutoCAD SHX Text

PWR

AutoCAD SHX Text

BOL

AutoCAD SHX Text

EMH 28

AutoCAD SHX Text

CP 500

AutoCAD SHX Text

RENO ROAD

AutoCAD SHX Text Elev.=3299.29

AutoCAD SHX Text

BDY1

AutoCAD SHX Text

CP 4

AutoCAD SHX Text Rebar

AutoCAD SHX Text

CP 4

AutoCAD SHX Text B

AutoCAD SHX Text

CP 4

AutoCAD SHX Text

EMH 31

AutoCAD SHX Text

PWR

AutoCAD SHX Text

4TH

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 37A

AutoCAD SHX Text E

AutoCAD SHX Text

CP 5

AutoCAD SHX Text Rebar

AutoCAD SHX Text B

AutoCAD SHX Text

EMH 10

AutoCAD SHX Text

EMH 10A

AutoCAD SHX Text Elev.=3293.44

AutoCAD SHX Text B

AutoCAD SHX Text Rebar

AutoCAD SHX Text

CP 6

AutoCAD SHX Text

CP 6

AutoCAD SHX Text Elev.=3300.80

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

EMH 20A

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 20

AutoCAD SHX Text

PWR

AutoCAD SHX Text

EMH 32

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EMH 33

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CP 100

AutoCAD SHX Text

CP 100

AutoCAD SHX Text

(NAIL)

AutoCAD SHX Text

CP 9

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 8A

AutoCAD SHX Text

EMH 8

AutoCAD SHX Text E

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text T171

AutoCAD SHX Text

EMH 6A

AutoCAD SHX Text

EMH 7

AutoCAD SHX Text E

AutoCAD SHX Text

BOL

AutoCAD SHX Text

BOL

AutoCAD SHX Text

EMH 5

AutoCAD SHX Text

EMH 6

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 5A

AutoCAD SHX Text

AutoCAD SHX Text T296

AutoCAD SHX Text

PWR

AutoCAD SHX Text

(NAIL)

AutoCAD SHX Text

CP 10

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

PWR

AutoCAD SHX Text

EMH 4

AutoCAD SHX Text

EMH 4A

AutoCAD SHX Text

BOL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text B

AutoCAD SHX Text

CP 3

AutoCAD SHX Text

EMH 34A

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 34

AutoCAD SHX Text

INV.3304.10

AutoCAD SHX Text Elev.=3307.17

AutoCAD SHX Text Rebar & Cap

AutoCAD SHX Text

COMANCHE ROAD

AutoCAD SHX Text

EMH 4B

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 2

AutoCAD SHX Text

EMH 3

AutoCAD SHX Text

EMH 3A

AutoCAD SHX Text

(NAIL)

AutoCAD SHX Text

CP 11

AutoCAD SHX Text

EMH 2A

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 35

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

CTV

AutoCAD SHX Text Elev.=3316.23

AutoCAD SHX Text Rebar

AutoCAD SHX Text

CP 7

AutoCAD SHX Text

PWR

AutoCAD SHX Text Elev.=3323.10

AutoCAD SHX Text Rebar

AutoCAD SHX Text

CP 2

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 36

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TERRY ROAD

AutoCAD SHX Text

TEL

AutoCAD SHX Text T151

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text Elev.=3330.10

AutoCAD SHX Text Rebar

AutoCAD SHX Text

CP 1

AutoCAD SHX Text B

AutoCAD SHX Text

PWR

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EMH 26

AutoCAD SHX Text

TEL

AutoCAD SHX Text

CP 102

AutoCAD SHX Text

CP 102

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text

CP 101

AutoCAD SHX Text

CP 101

AutoCAD SHX Text

TEL

AutoCAD SHX Text

PWR

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 27

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

DRY WELL

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

18"RCP

AutoCAD SHX Text

12"PVC

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

15"VCP

AutoCAD SHX Text

15"VCP

AutoCAD SHX Text

15"VCP

AutoCAD SHX Text

18"VCP

AutoCAD SHX Text

18"VCP

AutoCAD SHX Text

18"VCP

AutoCAD SHX Text

18"VCP

AutoCAD SHX Text

18"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text 8"

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text

8"CMP

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text

36"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

21"RCP

AutoCAD SHX Text

21"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

42"RCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX…

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File details come from the government source that posted it. Updated Aug 22, 2025.