851PC2048_HNC_SWP3_1-100.pdf

HOUSTON NATIONAL CEMETERY PHASE 5

DEVELOPMENT

STORMWATER POLLUTION PREVENTION PLAN

Houston National Cemetery Phase 5 Development Houston, TX

Strormwater Pollution Prevention Plan (SWP3)

Project Number: 851PC2048

Prepared for:

US Department of Veterans Affairs

Office of Construction and Facilities

425 I Street, NW Suite 6W417B

Washington DC, 20001

November 2019

Prepared by

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

Construction General Permit Stormwater Pollution Prevention Plan (SWP3) February 2018

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY • PO BOX 13087 • AUSTIN, TX 78711 -3087 T he T CEQ i s an equa l oppor t un i t y em pl oy e r . T he agency does no t a l l ow d i sc r im ina t i on on t he basi s of r ac e , c o l or , r e l i g i on , na t i onal or i g i n , sex , d i sabi l i t y , age, sex ual o r i ent a t i on, o r v et e r an s t a t us . I n c om pl i anc e wi t h t he Am er i c ans wi t h Di sab i l i t i es A c t , t h i s doc um en t m ay be r equest ed i n a l t erna t e f o rm a t s by c on t ac t i ng t he T CEQ at 512 - 239 - 0028 , f ax 512 - 239 - 4488, o r 1 - 800 - RE LA Y-T X (T DD) , o r by wr i t i ng PO B ox 13087, A ust i n T X 78711 - 3087 . W e aut ho r i z e y ou t o use o r r epr oduc e any o r i g i na l m a t er i a l c ont a i ned i n t h i s publ i c at i on — t ha t i s , any m a t er i a l we d i d not obt a i n f r om ot he r sou r c es . P l ease ac k nowl edge t he T CEQ as y ou r sou r ce . P r i n t ed on r ec yc l ed p ape r .

Texas Pollutant Discharge Elimination Systems (TPDES)

Construction Stormwater General Permit (TXR150000)

Stormwater Pollution Prevention Plan (SWP3)

Company: Gordon

Role: Civil Engineer

Project Name: Houston National Cemetery Phase 5 Development

Plan Date: May 23,2019

Stormwater Pollution Prevention Plan

2 - February 2018

Table of Contents Section Page

Certification Page: Primary and/or Secondary operator

Site/Project Description:

1. Nature of Construction and List of Pollutants Part III, Sect. F.1. (a-b)

2. Schedule or Sequence of Major Grading Activities

Part III, Sect. F.1.(c)

3. Acreage, Material Storage, and Soil Type Part III, Sect.F.1. (d-e)

4. Location Map Part III, Sect. F.1.(f)

5. Detailed Site Map Part III, Sect. F.1.g.(i)-(-ix)

6. Site Description, Support Facilities Part III, Sect. F.1.(h - i)

7. Copy of TXR150000 NOI, certificate, and/or site notice

Description of Best Management Practices:

8. Best Management Practices (BMPs), Erosion and Sediment Controls

Part III, Sect. F.2.a.(i)-(ii) and F.2. (c)

9. BMPs, Off-site Transfer of Pollutant Controls

Part III, Sect. F.2.a.(iii)

10. BMPs, Erosion Control and Stabilization Practices

Part III, Sect. F.2.b.(i)

11. Dates of Major Grading Activities and Construction Stoppage

Part III, Sect. F.2.b.ii (A)-(C), (iii-iv)

12. Sediment Control Practices Part III, Sect. F.2. (c)

13. Permanent Stormwater Controls Part III, Sect. F.3

14. Other Stormwater Controls Part III, Sect. F.4.(a)-(d)

15. Inspection of Controls Worksheets Part III, Sect. F.7

16. List of BMPs for Eligible Non-Stormwater Discharges Part III, Sect. F.8

17. Stormwater runoff from Concrete Batch Plants Part IV

18. Concrete Truck Washout Requirements, Part V

3 - February 2018

Certification Page I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Sign as required by 30 TAC 305.128

Signed: ________________________________ Date:

name title

If plan is shared by more than one entity:

Signed: __________________________________ Date: TPDES#:____________ name title

Signed: __________________________________ Date: TPDES#:____________ name title

Signed: __________________________________ Date: TPDES#:____________ name title

Primary Operators

4 - February 2018

Site Description

Section 1

Nature of Construction and List of Pollutants

Part III, Sect. F.1. (a)

Description of the general nature of construction activities:

The proposed site improvements for 'Houston National Cemetery Phase 5 Development' includes, but is not limited to, demolition of existing asphalt pavement and subbase materials, existing curb & gutter, existing storm drain infrastructure, and existing vegetation. The improvements include gravesite expansion, construction of additional memorial walls, irrigation extensions, repair of existing committal service shelter, electrical upgrades, asphalt pavement, concrete curb & gutter, concrete walks, storm drain infrastructure, site furnishings, and landscaping. The project is located in Harris county, Texas.

Part III, Sect. F.1. (b)

List of ALL potential pollutants and their sources:

Potential Pollutants Source

Sedimentation Construction area/disturbed soil

Refuse Dumpster area

Fuel Fueling area

Hydraulic Fluid Fueling area/ Construction Equipment

Biodegradable Cleaner (D2) Pressure Washer

5 - February 2018

Section 2

Construction Schedule

Part III Sect. F.1. (c)

Description of the intended schedule, or a sequence of the major activities that will be disturbing soil for the major portions of the site. Add or subtract rows as needed.

Name of

Operator

Phase of Project

Projected dates

Month/year

Activity

Disturbing Soil clearing, excavation, etc.

Location on-site where activity will be conducted

Acreage being disturbed

6 - February 2018

Section 3

Acreage, Material Storage, and Soil Type

Part III, Sect. F.1. (d)

The total acreage of the entire property and the total acreage where construction activity will occur. Include off-site material storage areas, overburden and stockpiles of dirt or aggregates, and borrow areas. Also, include the acreage for construction support activities, such as equipment staging or storage areas, and chemical storage areas.

Material Storage Material

(s)/Equipment

Acreage Location

Off-site

On-site Soil stockpile/Staging +/- 0.5 Acre Mid North

Overburden/Stockpiles of Dirt

Borrow Areas

Other areas used as part of the project

Construction Support

Activities

Total acreage of project property:

417.53 acres Total acreage of disturbed soil:

+/- 40 acres

Part III Sect. F.1. (e)

The soils on-site within the area of interest consist of Addicks Loam (Ad), Clodine Fine Sandy Loam (Cd), and Cyfair-Urban Land Complex (CyuA). See appendix D , Geotechnical Report.

7 - February 2018

Section 4

Location Map

Part III Sect. F.1. (f)

8 - February 2018

Section 5

Detailed Site Map(s)

Part III Sect. F.1.g (i)-(viii)

See Appendix A

9 - February 2018

Section 6

Site Description – Support Facilities

Part III Sect. F.1. (h)

A description of the activities and their locations of any asphalt plants, concrete batch plants or other activity supporting this construction site.

Facility Description Location

Asphalt Plant

Concrete Batch Plant

Other Support Activity

Part III Sect. F.1. (i)

List of receiving waters at or near the site that will be disturbed or that will receive discharges from the project’s disturbed areas.

Name of Receiving Will Receiving Water Be

Disturbed?

Location of Receiving water

Unnamed tributary to Halls

Bayou

No South, Southeast of site

10 - February 2018

Section 7

Copies of Construction General Permit (CGP) TXR150000 or description of location of CGP

NOI, certificate, and/or site notice

See Appendix B

11 - February 2018

Best Management Practices

Section 8

Best Management Practices (BMPs) Erosion and Sediment Controls

Part III Section F.2.a.(i)-(ii) and F.2. (c)

BMPs

Installed

Schedule of

BMP

installation

Location(s)

On-Site

Inspection/Maintenance

Schedule

Modifications/Replacement

Activities

Filer Fabric

Fence

Prior to beginning

Earth disturbance activities of impact area

See Erosion and

Sediment

Control plans

Every 14 calendar days and within 24 hours of the end of a storm event

0.5” or greater or at a minimum of once every

7 calendar days

Repair or replace immediately if inoperable or faulty.

Inlet

Protection

Prior to beginning

Earth disturbance activities of impact area

See Erosion and

Sediment

Control plans

Every 14 calendar days and within 24 hours of the end of a storm event

0.5” or greater or at a minimum of once every

7 calendar days

Sediment deposits should be removed after each storm event and no later than at such time as deposits reach 1/3rd the depth of basket

Repair or replace immediately if inoperable or faulty.

Outlet

Protection

Prior to beginning

Earth disturbance activities of impact area

See Erosion and

Sediment

Control plans

Every 14 calendar days and within 24 hours of the end of a storm event

0.5” or greater or at a minimum of once every

7 calendar days

Repair or replace immediately if inoperable or faulty.

Construction

Exit

Prior to beginning

Earth disturbance activities of impact area

See Erosion and

Sediment

Control plans

Every 14 calendar days and within 24 hours of the end of a storm event

0.5” or greater or at a minimum of once every

7 calendar days

Repair or replace immediately if inoperable or faulty.

Rip Rap Prior to beginning

Earth disturbance activities of impact area

See Erosion and

Sediment

Control plans

Lined waterways shall be inspected weekly for

3 months after installation.

Rip rap should be checked periodically for dislodged stones and to assure that scour does not occur beneath the rip rap layer.

Repair to correct this should be made immediately.

12 - February 2018

Are there sedimentation basins or traps?* If yes, list the measures taken to reduce the pollutants transported off-site by pumping activities.

Yes No

Prevention Measure Location

On-Site

Implementation

Date

* Part III Section F.6. (c) Sediment must be removed from sediment traps and basins no later than the time that the design capacity has been reduced by 50 percent.

13 - February 2018

Section 9

BMPs, Off-Site Transfer of Pollutant Controls

Part III Section F.2.a. (iii)

List of good housekeeping practices implemented to limit the off-site transport of litter, construction debris, and construction materials.

Litter Controls:

Good Housekeeping Activity Location(s) On-Site

Keep Refuse containers covered with lid Dumpster area

Inspect cleanliness of area Dumpster area

Construction Debris Controls:

Construction Material Controls:

Inspect cleanliness of area Equipment storage area

Inspect for proper storage of equipment Equipment storage area

14 - February 2018

Section 10

BMPs, Stabilization and Erosion Control Practices

Part III Section F.2.b. (i)

Stabilization and erosion control practices may include, but are not limited to: establishing temporary or permanent vegetation, mulching, geotextiles, sod stabilization, vegetative buffer strips, and protecting existing trees and vegetation. List practices used where they are located, when they will be implemented, and whether they are temporary (interim) or permanent.

Stabilization Practices Location On-Site Implementation Date Interim or Permanent

Temporary

Vegetation

As Shown on Plans During Construction Interim

Permanent Vegetation As Shown on Plans Final grade achieved Permanent

Geotextiles As Shown on Plans Final grade achieved Permanent

Tree Protection As Shown on Plans During Construction Interim

Sod Stabilization As Shown on Plans Final grade achieved Permanent

Section 11

Dates of Major Grading Activities and Construction Stoppage

Part III Section F.2.b. (ii) (A)-(C), (iii-iv)

If you do not list activities below, either attach documentation or state where records for the activities can be accessed:

Documentation attached? Yes No

Where can documentation be found (if not included in SWP3)?

Contact Person Phone Number

Dates when major grading activities will occur and locations on-site:

Activity Location Dates when Activity is Scheduled

Pond regrading Existing irrigation ponds (mid-site)

TBD

Rough grading Phase 5 expansion area

TBD

Final Grading Phase 5 expansion area

TBD

15 - February 2018

Dates when construction activity will temporarily or permanently cease:

Location on-site Date activity is to be stopped

Temporary or

Permanent?

Stabilization

Initiation Date

Section 12

Sediment Control Practices

Part III Section F.2. (c)

Will the project disturb 10 acres or more at one time? Yes No

If yes, is it feasible to install a sediment basin? Yes No

Calculate the volume of runoff from a 2-year, 24 hour storm event. Volume of sediment basin: No sediment basins are proposed

In determining feasibility have you considered (attach any additional justification in determining feasibility):

Site Factor Considered? Site Factor Considered?

Site Soils yes Precipitation pattern yes

Slope yes Site geometry yes

Available area yes Site vegetation yes

Public safety yes Geotechnical factors yes

Groundwater depth yes Infiltration capacity yes

Based on above information, sedimentation basin will be used OR is not feasible.

If a sediment basin is not feasible, list of alternative structural control practices that will be used:

Article II. Structural Control Used? Yes/No Location On-Site

A series of smaller sediment basins

Yes No

Silt fences Yes No See Erosion and Sediment

Control Plans

Vegetative buffer strips Yes No

Sediment traps Yes No

Filter Fabric Fence: Yes No See Erosion and Sediment

Control Plans

16 - February 2018

Article II. Structural Control Used? Yes/No Location On-Site

Inlet Protection Yes No See Erosion and Sediment

Control Plans

Outlet Protection: Yes No See Erosion and Sediment

Control Plans

17 - February 2018

Section 13

Permanent Stormwater Controls

Part III Section F.3

The following measures will be constructed to control post-construction runoff:

Control Measure Location on Project Site Control runoff from what areas

Existing irrigation ponds Mid-Site Developed areas adjacent to the existing irrigation ponds

Section 14

Other Stormwater Controls

Part III Section F.4. (a)

Control to minimize dust generation and off-site tracking of sediment:

Control Practice Used Location(s) On-Site

Temporary stabilization areas of land disturbance

Stabilized Construction Exit (at new entrance and new road connection) See

Erosion and Sediment Control Plan

18 - February 2018

Part III Section F.4. (b)

The following construction and waste materials will be stored on-site:

Materials Stored On-Site Average

Amount

Stored

Location On-Site Controls Used to

Prevent Pollutants

Hazardous waste materials: Equipment maintenance fluids, oil filter, paint and other petroleum products.

TBD Contractor laydown / staging area

Hazardous waste materials will be stored in appropriate and clearly marked containers and segregated from other non - waste materials

Construction material waste: Wood pallets, cardboard, etc.

TBD Refuse Area Weekly inspection of refuse area.

Nonhazardous building material: Wood, plastic, metal, pipe cuttings, etc

TBD Contractor laydown / staging area

Large stockpile items will be elevated on wood blocks to minimize contact with runoff. Weekly inspection of storage area.

Other Stormwater Controls

Part III Section F.4. (c)- (d)

Describe pollutant sources from areas other than construction (make additional copies of this worksheet as needed):

Type of pollutant source Pollutant(s) Control(s) or measure(s) used to minimize pollutants n/a n/a n/a

19 - February 2018

Describe the velocity dissipation devices that will be placed at discharge locations and/or along the length of any outfall channels:

Dissipation Device (hay bales, silt fence, pond, etc.)

Outfall Discharging to

(MS4, bar ditch, creek/stream)

At Outfall or Channel

(distance interval for channel)

Filter Fabric On-Site Irrigation Pond N/A

Outlet Protection On-Site Irrigation Pond N/A

Rip rap On-Site Irrigation Pond N/A

20 - February 2018

Section 15

Inspection of Controls Worksheets/Report

Part III Section F.7.

Complete this worksheet every seven days; OR, every 14 days and within 24 hours of a

0.5 inch rainfall event, and retain in your SWP3.

Inspector (name/title): Inspection Date: Day: Time: am/pm

Scope of inspection: 14 Day Inspection or Weekly Inspection

Day of week normally conducted: ____________ 0.5 inch Rainfall Event

Inspection Type: Inspected? (Y/N) Areas of Concern (Describe in detail in the narrative section)

Disturbed Soil Areas Yes No

Material Storage Areas Yes No

Structural Controls Yes No

Sediment & Erosion Controls Yes No

Entrance(s) and Exit(s) Yes No

21 - February 2018

Discharges:

Nature of discharge (silt, gravel, sand, other pollutant)

Location on-site discharge

Inspection of Controls Worksheets (contd.)

Part III Section F.7.

Best Management Practices Inspected: Add additional rows if needed.

BMP and Location OK (no action required)

BMP failed (describe failure)

Required

Maintenance

(describe corrective actions needed)

Additional BMPs Needed Location Best Management Practice Replacing Existing BMP?

22 - February 2018

Inspection Narrative Description/Certification

Part III Section F.7.

Complete this worksheet every seven days; OR, every 14 days and within 24 hours of a 0.5 inch rainfall event and retain in your SWP3.

Describe the inspector’s qualifications to conduct the inspections:

Describe how your inspection was conducted:

Describe all incidents of non-compliance (i.e. major discharges, BMP failures):

“I certify that the facility or site is in compliance with the stormwater pollution prevention plan and this permit.”

I further certify that I am authorized to sign this report under TCEQ rules at 30 TAC 305.128

(relating to Signatories to Reports)

Name/Title: Date:

Section 16

Eligible Non-Stormwater Discharges (listed in Part II.3. [a]-[h])

Part III, Sect. F.8

Eligible Non-stormwater Discharge

Used? Yes/No Pollution Prevention

Measure(s)

Implementation Date

Fire Fighting Activities Yes No

Fire Hydrant Flushing Yes No

Washing of Vehicles, Buildings, or Pavement without detergents or soap (see description in

Part II.3.[c])

Yes No

Dust Control Yes No

Potable Water Sources

(water line flushing)

Yes No

Air Conditioning

Condensate

Yes No

Uncontaminated

Ground/Spring Water

Yes No

Other? (List) Yes No

23 - February 2018

List any other non-stormwater discharge permitted by a separate NPDES, TPDES, or TCEQ Permit.

Non-stormwater Discharge Pollution Prevention Measure

Implementation Date

Section 17

Stormwater Runoff from Concrete Batch Plants

Part IV N/A

Section 18

Concrete Truck Washout Requirements

Part V Location of concrete washout area to be determined by RE/COR. Concrete Truck washout will be inspected every 14 calendar days and within 24 hours of the end of a storm event 0.5” or greater or at a minimum of every 7 calendar days. The inspection shall confirm that the washout is functioning properly. Storm drains are to be protected from Concrete Truck Washout. Supervisor will be notified immediately if Concrete Truck Washout is not functioning properly and all spills to be cleaned up. In addition to concrete, all mud and or dust shall be rinsed prior to entering public roads.

Appendix A – Houston National Cemetery Phase 5

APPENDIX A

EROSION CONTROL PHASING PLANS AND DETAILS

GRADING AND DRAINAGE PLANS

4:1

4:1

4:1

4:1 4:1

4:1

4:1

NEW WELL/PUMP

(REFER TO IRRIGATION

DRAWINGS)

IP2

FF1

IP2

FF2

IP2

FF1IP2

FF1

FF1

FF1

FF1

TP

SC

OP

OP

OP

IP2

TP

OP

OP

SC

IP1

IP1

IP1

FF2

OP

TS

SR

SR

SR

SR

SR

SR

SR

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

EROSION AND SEDIMENT CONTROL

PLAN AREA 1

GC101

KEY MAP

(NOT TO SCALE)

SEQUENCE OF CONSTRUCTION:

PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND

GRADING OPERATIONS.

1. CONTACT TEXAS 811 AT 1-800-344-8377 OR BY DIALING 811 ON A TEXAS PHONE LINE OR TEXAS811.ORG, AT LEAST THREE WORKING

DAYS PRIOR TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION

MUST REMAIN MARKED THROUGHOUT THE ENTIRE SITE DEVELOPMENT.

3. INSTALL TEMPORARY STONE ACCESS AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA (RE/COR TRAILER).

4. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PHASE I PERIMETER CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO

INSTALL PERIMETER EROSION CONTROL MEASURES SHALL BE CLEARED AND GRUBBED.

5. INSTALL PERIMETER CONTROLS SUCH AS PHASE I FILTER FABRIC FENCE. STABILIZE ALL EROSION AND SEDIMENT CONTROL

MEASURES IMMEDIATELY AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT CONTROL MEASURES AND

THE LIMITS OF CONSTRUCTION.

6. INSTALL TEMPORARY CONSTRUCTION FENCING PER SHEET 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 1 AND 17 -

TEMPORARY CONSTRUCTION FENCING PLAN AREA 2.

7. CLEAR AND GRUB THE REMAINDER OF THE SITE. ALL UNSUITABLE MATERIAL (LOGS, BRUSH, VEGETATIVE MATTER, ETC.) WHICH WILL INTERFERE WITH THE GRADING AND/OR STABILITY OF FILL AREAS SHALL BE REMOVED AND/OR DISPOSED OF PROPERLY.

8. INSTALL ALL PHASE I INLET PROTECTION ON EXISTING STORM DRAIN INLETS AS SHOWN ON SHEETS 18 - EROSION AND SEDIMENT

CONTROL PLAN AREA 1 AND 19 - EROSION AND SEDIMENT CONTROL PLAN AREA 2.

9. RE-GRADE POND A. UTILIZE SURFACE ROUGHING AFTER ROUGH GRADING. THE EARTHEN EMBANKMENTS AS SHOWN WITH SYMBOL SHALL BE SEEDED AND MULCHED TO PROVIDE TEMPORARY STABILIZATION IMMEDIATELY AFTER INSTALLATION.

10. INSTALL PHASE II FILTER FABRIC TO NEWLY STABILIZED POND EMBANKMENT.

PHASE II:

THE PHASE II EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR SHALL FOLLOW THE COUNTY ENGINEERING DEPARTMENT'S DIRECTION IN PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF

CONSTRUCTION IS SUGGESTED.

1. ROUGH GRADE THE SITE INCLUDING ROADWAYS, DRIVE AISLES, PARKING AREAS, AND SWALES.

2. BEGIN CONSTRUCTION OF BURIAL SECTIONS AND STRUCTURES.

3. THROUGHOUT CONSTRUCTION, INITIATE TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING THE

COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF THEY

ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER.

4. INSTALL UNDERGROUND UTILITIES, INCLUDING STORM SEWER, SANITARY SEWER AND WATER LINES.

5. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AS EACH STRUCTURE IS INSTALLED.

6. INSTALL RIP RAP-END SECTION AT EACH OUTLET STRUCTURE AS EACH STRUCTURE IS INSTALLED.

7. CONSTRUCT THE BASE PAVEMENT FOR ROADWAYS, DRIVE AISLES, AND PARKING AREAS, AND INSTALL CURB SECTIONS.

8. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED THROUGHOUT CONSTRUCTION.

9. FINAL GRADE ALL AREAS OF THE SITE LEAVING SEDIMENT CONTROLS IN PLACE AS NEEDED. SPREAD TOPSOIL OVER AREAS TO BE

SEEDED.

10. PERMANENTLY STABILIZE ALL AREAS NOT COVERED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS.

11. BEGIN REMOVAL OF EROSION AN SEDIMENT CONTROL BMP'S. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

REMOVED UNTIL ALL UP-SLOPE AREAS THAT DRAIN TO THEM HAVE BEEN STABILIZED.

12. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL

OF TEMPORARY BMP'S.

TS

TP

FF1

SC

IP2

PHASE I FILTER FABRIC FENCE

TREE PROTECTION

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

E&S KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

OP OUTLET PROTECTION

FF2 PHASE II FILTER FABRIC FENCE

IP1 PHASE I INLET PROTECTION

TS TEMPORARY SEEDING

SR SURFACE ROUGHENING

E&S GRAPHIC LEGEND:

LIMITS OF WORK

PHASE II FILTER FABRIC FENCE

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

TREE PROTECTION

PHASE I FILTER FABRIC FENCE

PHASE I INLET PROTECTION

REINFORCED GRASSED

SPILLWAY ARMORING

NEW ROAD 'A'

NEW ROAD 'A'

NEW

TRAFFI C

CIRCLE

0+

1+

1+87

FF1 IP2

FF1

IP2

FF1

FF1

OP

IP1

FF1

FF1

OP

SR

SR

SR

SR

FF1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

EROSION AND SEDIMENT CONTROL

PLAN AREA 2

GC102

KEY MAP

(NOT TO SCALE)

TP

FF1

SC

IP2

PHASE I FILTER FABRIC FENCE

TREE PROTECTION

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

E&S KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

OP OUTLET PROTECTION

FF2 PHASE II FILTER FABRIC FENCE

IP1 PHASE I INLET PROTECTION

TS TEMPORARY SEEDING

SR SURFACE ROUGHENING

SEQUENCE OF CONSTRUCTION:

PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND

GRADING OPERATIONS.

1. CONTACT TEXAS 811 AT 1-800-344-8377 OR BY DIALING 811 ON A TEXAS PHONE LINE OR TEXAS811.ORG, AT LEAST THREE WORKING

DAYS PRIOR TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION

MUST REMAIN MARKED THROUGHOUT THE ENTIRE SITE DEVELOPMENT.

3. INSTALL TEMPORARY STONE ACCESS AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA (RE/COR TRAILER).

4. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PHASE I PERIMETER CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO

INSTALL PERIMETER EROSION CONTROL MEASURES SHALL BE CLEARED AND GRUBBED.

5. INSTALL PERIMETER CONTROLS SUCH AS PHASE I FILTER FABRIC FENCE. STABILIZE ALL EROSION AND SEDIMENT CONTROL

MEASURES IMMEDIATELY AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT CONTROL MEASURES AND

THE LIMITS OF CONSTRUCTION.

6. INSTALL TEMPORARY CONSTRUCTION FENCING PER SHEET 16 - TEMPORARY CONSTRUCTION FENCING PLAN AREA 1 AND 17 -

TEMPORARY CONSTRUCTION FENCING PLAN AREA 2.

7. CLEAR AND GRUB THE REMAINDER OF THE SITE. ALL UNSUITABLE MATERIAL (LOGS, BRUSH, VEGETATIVE MATTER, ETC.) WHICH WILL INTERFERE WITH THE GRADING AND/OR STABILITY OF FILL AREAS SHALL BE REMOVED AND/OR DISPOSED OF PROPERLY.

8. INSTALL ALL PHASE I INLET PROTECTION ON EXISTING STORM DRAIN INLETS AS SHOWN ON SHEETS 18 - EROSION AND SEDIMENT

CONTROL PLAN AREA 1 AND 19 - EROSION AND SEDIMENT CONTROL PLAN AREA 2.

9. RE-GRADE POND A. UTILIZE SURFACE ROUGHING AFTER ROUGH GRADING. THE EARTHEN EMBANKMENTS AS SHOWN WITH SYMBOL SHALL BE SEEDED AND MULCHED TO PROVIDE TEMPORARY STABILIZATION IMMEDIATELY AFTER INSTALLATION.

10. INSTALL PHASE II FILTER FABRIC TO NEWLY STABILIZED POND EMBANKMENT.

PHASE II:

THE PHASE II EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR SHALL FOLLOW THE COUNTY ENGINEERING DEPARTMENT'S DIRECTION IN PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF

CONSTRUCTION IS SUGGESTED.

1. ROUGH GRADE THE SITE INCLUDING ROADWAYS, DRIVE AISLES, PARKING AREAS, AND SWALES.

2. BEGIN CONSTRUCTION OF BURIAL SECTIONS AND STRUCTURES.

3. THROUGHOUT CONSTRUCTION, INITIATE TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING THE

COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF THEY

ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER.

4. INSTALL UNDERGROUND UTILITIES, INCLUDING STORM SEWER, SANITARY SEWER AND WATER LINES.

5. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AS EACH STRUCTURE IS INSTALLED.

6. INSTALL RIP RAP-END SECTION AT EACH OUTLET STRUCTURE AS EACH STRUCTURE IS INSTALLED.

7. CONSTRUCT THE BASE PAVEMENT FOR ROADWAYS, DRIVE AISLES, AND PARKING AREAS, AND INSTALL CURB SECTIONS.

8. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED THROUGHOUT CONSTRUCTION.

9. FINAL GRADE ALL AREAS OF THE SITE LEAVING SEDIMENT CONTROLS IN PLACE AS NEEDED. SPREAD TOPSOIL OVER AREAS TO BE

SEEDED.

10. PERMANENTLY STABILIZE ALL AREAS NOT COVERED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS.

11. BEGIN REMOVAL OF EROSION AN SEDIMENT CONTROL BMP'S. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

REMOVED UNTIL ALL UP-SLOPE AREAS THAT DRAIN TO THEM HAVE BEEN STABILIZED.

12. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL

OF TEMPORARY BMP'S.

TS

E&S GRAPHIC LEGEND:

LIMITS OF WORK

PHASE II FILTER FABRIC FENCE

STABILIZED CONSTRUCTION EXIT

PHASE II INLET PROTECTION

TREE PROTECTION

PHASE I FILTER FABRIC FENCE

PHASE I INLET PROTECTION

REINFORCED GRASSED

SPILLWAY ARMORING

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

EROSION AND SEDIMENT CONTROL

NOTES AND DETAILS

GC500

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. HARRIS COUNTY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. HARRIS COUNTY MAY REQUIRE A WRITTEN SUBMITTAL OF

THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE RE/COR SHALL INVITE ALL CONTRACTORS, THE CEMETERY DIRECTOR, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE

FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, TEXAS 811. SHALL BE NOTIFIED AT 1-800-344-8377 FOR THE LOCATION OF

EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE

PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN

WRITING FROM HARRIS COUNTY PRIOR TO IMPLEMENTATION.

5. PRIOR TO COMMENCING CLEARING AND GRADING, CONTRACTOR TO INSTALL PERIMETER EROSION

AND SEDIMENT CONTROLS.

6. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

7. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMP'S SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

8. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF WORK BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED BEFORE

CLEARING AND GRUBBING OPERATIONS BEGIN.

9. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION AND NOTIFY HARRIS COUNTY.

11. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE HARRIS COUNTY REGULATIONS.

12. ALL OFF-SITE WASTE AND BORROW AREAS (IF APPLICABLE) MUST HAVE AN E&S PLAN APPROVED BY

HARRIS COUNTY FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

14. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED WITHIN 24 HOURS. IF THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED TO BE IMPLEMENTED WITHIN 48 HOURS.

16. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

18. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES, 6 TO 12 INCHES ON COMPACTED SOILS, PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN

THICKNESS.

22. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH

THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

23. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

24. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

25. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO

SLUMPING, SLIDING, OR OTHER MOVEMENTS.

26. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY HARRIS

COUNTY.

27. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL REVIEW SITE FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMP'S.

28. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S

MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER

MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE RE/COR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A

FINAL INSPECTION.

30. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN

NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

31. UPON REQUEST, THE APPLICANT OR HIS CONTRACTOR SHALL PROVIDE AN AS-BUILT (RECORD

DRAWING) FOR ANY SEDIMENT BASIN OR TRAP TO HARRIS COUNTY.

32. THE SOIL EROSION WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENTS BY THE

CONTRACTOR.

SURFACE ROUGHENING INSTALLATION NOTES:

1. SEE PLAN VIEW FOR: LOCATION(S) OF SURFACE ROUGHENING

2. SURFACE ROUGHENING SHALL BE PROVIDED PROMPTLY AFTER COMPLETION OF FINISHED

GRADING (FOR AREAS NOT RECEIVING TOPSOIL) OR PRIOR TO TOPSOIL PLACEMENT OR ANY

FORECASTED RAIN EVENT

3. AREAS WHERE BUILDING FOUNDATIONS, PAVEMENT, OR SOD WILL BE PLACED WITHOUT DELAY

IN THE CONSTRUCTION SEQUENCE, SURFACE ROUGHENING IS NOT REQUIRED.

4. DISTURBED SURFACES SHALL BE ROUGHENED USING RIPPING OR TILLING EQUIPMENT ON THE

CONTOUR OR TRACKING UP AND DOWN A SLOPE USING EQUIPMENT TREADS.

5. A FARMING DISK SHALL NOT BE USED FOR SURFACE ROUGHENING.

TEMPORARY EROSION CONTROL SEEDING INSTALLATION NOTES:

1. SEEDING OF VEGETATION FILTER STRIP IS TO BE CONTAINED WITHIN A PROJECT CONSTRUCTION SITE. TEMPORARY SEEDING LOCATIONS ARE AS INDICATED ON PLANS. TEMPORARY SEEDING IS

INTENDED TO GERMINATE AND ESTABLISH WITHIN 10-14 DAYS. THE SPECIES USED IN THIS

SEEDING ARE NOT PERMANENT OR SHOULD BE INTEGRATED WITH A PERMANENT SEEDING OR

PLANTING.

2. SEEDS; CONFORM TO REQUIREMENTS OF USDA RULES AND REGULATIONS AS SET FORTH OF

FEDERAL SEED ACT AND TEXAS SEED LAW. USE SEED WHICH HAS BEE TREATED WITH AN

APPROVED FUNGICIDE. CONTAINER LABELS TO SHOW PURITY, GERMINATION, NAME AND TYPE

OF SEED, AND SOURCE OR ORIGIN. REFER TO TABLE FOR PLANTING DATE, TYPE, AND RATE.

TYPE

UNHULLED BERMUDA/ GRASS OATS/

WINTER RYE

MIX BERMUDA AND ANNUAL RYE IN

FOLLOWING PROPORTIONS

HULLED BERMUDA GRASS/ LOVE GRASS

ANNUAL MILLET GRASS

RATES OF APPLICATION

IN POUNDS PER ACRE

12:200

35-40

PLANTING DATE

JAN. 1 TO APR. 1

APR. 1 TO OCT. 1

OCT. 1 TO JAN. 1

APR. 1 TO NOV. 1

SECTION 16

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

SECTION 15

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

NEW

ENTRANCE

ROAD

MEMORIAL DRIVE EXTENSION

CONTRACTOR LAYDOWN

/STAGING AREA

0+00

1+00

2+00

3+00

4+00

5+00

6+00 7+00

8+00

9+00

0+

1+

1+

ALDINE WESTERN ROAD

24' ASPHALT ROAD

(65' RIGHT OF WAY)

CONTRACTOR PROVIDE A

SMOOTH TRANSITION AT

TIE-IN TO EX. PAVEMENT

CONTRACTOR PROVIDE A

SMOOTH TRANSITION AT

TIE-IN TO EX. PAVEMENT

CONTRACTOR PROVIDE A

SMOOTH TRANSITION AT

TIE-IN TO EX. PAVEMENT

4:1 MAX

EXISTING STORM SEWER TO REMAIN.

CONTRACTOR TO MAINTAIN EXISTING

STORM SEWER/STRUCTURES

THROUGHOUT CONSTRUCTION.

NORMAL

WSE=86.79

POND A

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.90

TOP ELEV=91.50

' B

EN

CH

:1

SL

OP

E

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 1

CG101

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

GRADING NOTES:

SECTION 16

1,000 IN-GROUND

CREMAINS SITES

(4'X4' PLOTS)

9+00

10+00

4:1 MAX

4:1 MAX

NEW WELL/PUMP

(REFER TO IRRIGATION

DRAWINGS)

ADJUST STRUCTURE RIM TO

FINAL GRADE/FLUSH WITH

NEW CONCRETE PAVEMENT

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 2

CG102

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

MATERIAL STORAGE YARD - NEW CONCRETE PAVEMENT AREA DETAIL

EXPANSION

JOINT (TYP.)

CONTROL

JOINT (TYP.)

TRANSITION FROM

FULL HT. CURB TO

DEPRESSED CURB

TRANSITION FROM

FULL HT. CURB TO

DEPRESSED CURB

DEPRESSED

CURB

TIE INTO

COLUMBARIUM

GRADING

ADJUST TOP TO

FINAL GRADE

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

THE COLUMBARIUM COMPLEX

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 3

CG103

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

ON-STREET PARKING AREA DETAIL

MEMORIAL DRIVE EXTENSION

CONTRACTOR LAYDOWN

/STAGING AREA

1+00

2+00

EXPANDED POND

AREA

NORMAL

WSE=86.79

NORMAL

WSE=86.79

POND A

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.90

TOP ELEV=91.50

POND A

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.90

TOP ELEV=91.50

30'

BENCH

@10:

1 SLO

PE

' B

EN

CH

:1

SL

OP

E

4:1

4:1

4:1

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 4

CG104

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

SECTION 12

2,944 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 13

2,832 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 19

2,992 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 20

2,376 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

MEMORIAL DRIVE EXTENSION

ME

MO

RI

AL

DR

IV

E

EX

TE

NS

IO

N

MEMORIAL DRIVE

EXTENSION

10+00

11+00

12+00

13+00

14+00

15+00

16+00

+0

+ 0

4:1 MAX

4:1 MAX

4 :1 MAX

4 :1 MAX

4:1 MAX

4:1

MAX

4:1

MAX

NORMAL

WSE=86.79

30' BENCH

@10:1 SLOPE

4:1

4:1

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF. HDPE

UNDRN (TYP.)

4" PERF.

HDPE

UNDRN

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 5

CG105

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

ELEVATION DENOTES THE FLOW LINE ELEVATION.

GRADING NOTES:

GRADING KEY NOTE LEGEND:

KEY NO. DESCRIPTION DETAIL/PG

CONTRACTOR TO PROVIDE

30' TRANSITION CURVE AROUND RIDGE LINE1

0+00

CONTRACTOR PROVIDE A

SMOOTH TRANSITION AT

TIE-IN TO EX. PAVEMENT

4" HDPE

4"

HD

PE

4" HDPE

4" HDPE

REMOVE EXISTING

STORM SEWER AND

REPLACE WITH CLASS

III RCP STORM SEWER

CONTRACTOR TO

MATCH EXISTING

INVERT ELEVATION.

CONTRACTOR TO

MATCH EXISTING

INVERT ELEVATION.

INSTALL TRASH

RACK (SEE SPECS)

REFER TO COLUMBARIUM

DRAWINGS FOR DETAILED

DESIGN INFORMATION WITHIN

THE COLUMBARIUM COMPLEX

REFER TO COMMITTAL SHELTER

C CONCRETE REPLACEMENT

AREA DETAIL, SHEET CT104

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 6

CG106

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

NEW ROAD 'A'

0+00

1+00 2+00

3+00 4+00

5+00 6+00

7+00

PROVIDE A

NSITION AT

PAVEMENT

WSE

NORMAL

WSE=86.79

POND A

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.90

TOP ELEV=91.50

30' BENCH

@10:1 SLOPE

30' BENCH

10:1 SLOPE

4:1

4:1

CONTRACTOR TO LOCATE THE EXISTING 24"

PIPE AND PLACE NEW 36" DUAL EQUALIZATION

PIPES PARALLEL TO THE EXISTING PIPE AND

MAINTAIN 10' OF CLEARANCE FROM THE EX. PIPE

TO THE PR. PIPE. NEW 36" PIPES TO EXTEND TO

THE SAME LENGTH AS THE EX. 24" PIPE.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

851PC2048

NOVEMBER 6, 2019 BJS ACS Dwg. of 215

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

CONSTRUCTION

DOCUMENTS 2

321 4 5 6 7 8 9 10

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

HOUSTON NATIONAL CEMETERY

PHASE 5 DEVELOPMENT

GRADING AND DRAINAGE PLAN

AREA 7

CG107

KEY MAP

(NOT TO SCALE)

1 2

7 8A

9A 9B

8B

9C

REINFORCED GRASSED

SPILLWAY ARMORING

GRAPHIC LEGEND:

LIMITS OF WORK

PRE-PLACED CRYPTS

NEW STORM SEWER

CRYPT UNDER DRAIN

PROPOSED GROUND

ELEVATION*

MATCH EXISTING

GROUND ELEVATION*

PROPOSED TOP

OF CURB ELEVATION

MATCH EXISTING TOP

OF CURB ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

*WHEN SHOWN LABELING CURB AND GUTTER, THIS

SECTION 11

2,856 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(3'X8' PLOTS)

SECTION 10

350 OVERSIZED

DOUBLE-DEPTH

PRE-PLACED CRYPTS

(4'X10' PLOTS)

ME

MO

RI

AL

DR

IV

E

EX

TE

NS

IO

N

NEW ROAD 'A'

NEW

TRAFFIC

CIRCLE

+0

+0

+5

8+00 9+00

10+00 11+00 12+00

0+00

1+

2+00

3+00

4+

5+

6+0026+28

4 :1 MAX

4:1 MAX

4:1 MAX

4:1 MAX

4:1

MA

X

8' WIDE EMBANKMENT

TOP OF EMBANKMENT

ELEV.=91.5

POND B

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.84

TOP ELEV=91.50

NORMAL

WSE=86.79

@10:1 SLOPE

4:1 4:1

4" PERF.

HDPE

UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

4" PERF.

HDPE UNDRN

(TYP.)

8'

8' WIDE EMBANKMENT

TOP OF EMBANKMENT

ELEV.=91.5

POND C

BOTTOM ELEV=82.00

NORMAL WSE=86.79

100-YR WSE=90.71

TOP ELEV=91.50

CONTRACTOR TO LOCATE THE EXISTING 24"

PIPE AND PLACE NEW 36" DUAL EQUALIZATION

PIPES PARALLEL TO THE EXISTING PIPE AND

MAINTAI…