Fort Bliss Gravesite Expansion BD Part 4.pdf

EX. SECTION SS

2.6%

2.

0%

2.7%

1.9%

2.

0%

2.1%

2.

0%

2.

0%

2.5

0.5%0.5%

2.9%

LP 3876.28HP 3876.68HP 3876.58

FL 3876.60

FL 3877.36

FL 3877.36

FL 3877.75

FL 3877.76

FL 3877.70

FL/ME 3877.52 ±

FL/ME 3877.06 ±

FL 3876.29

FL 3876.29

FL 3876.43

FL 3876.43

FL 3876.46

FL 3876.46

LP 3876.28LP 3876.09

HP 3871.89

FL 3876.60

R. 3875.20

R. 3874.75

R. 3876.40

I. 3870.34

R. 3875.87

R. 3875.87

R. 3876.50 R. 3877.07

I. 3870.00I. 3870.00I. 3870.00

R. 3875.06

R. 3876.77

R. 3878.09

R. 3878.36

R. 3876.71 R. 3876.74

R. 3876.96

R. 3877.74

R. 3876.72

R. 3876.78

R. 3877.39

R. 3876.80

R. 3876.74 R. 3876.71

R. 3878.30

R. 3877.77

ME 3877.69 ±

TW 3877.38

BW 3877.38

TW 3877.75

BW 3877.75

3868.62

3868.73

3868.77

3868.50

3868.40 3868.16

TW 3877.66

BW 3877.66

TW 3881.18

BW 3873.77

TW 3880.85

BW 3877.14

TW 3872.71

BW 3872.71

TW 3880.35

BW 3875.71

3880.783880.783878.84

3878.803875.21

3871.32 3874.91

3875.00

3875.19

3876.15 3876.87

3876.78 3876.78

3880.78

3880.62 3880.62

3881.26

3876.78 3876.78

3877.22

3877.60

3878.44 3878.76

3880.46 3881.58 3881.80 3881.19

3876.78

3877.90 3877.96

3878.33 3877.90

3877.83

R. 3877.06

R. 3876.06

R. 3876.06

HP 3876.65

FL 3876.43

R. 3876.06

R. 3876.06

HP 3877.98

FL 3876.56

3876.78

FL 3876.56

FL 3876.43

2:

M

AX

2:1 M

AX

38693870

38703871 387438753876

38703871 386938703871

3876 38

3871 3871 3871 38703871 3870

3875 3876

3879 3880

386938703870

3871 3869 3868

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

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cn el so n sa ve d:

6/

/2

:3

PM

p lo t:6 /2

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:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

KYLE STEBBING

159267

GRADING & EROSION CONTROL PLAN

ENLARGEMENT - EXPANSION

CG112

KS CN ##

1 GRADING & EROSION CONTROL PLAN ENLARGEMENT - EXPANSION 0 30' 60'

N

SECTION WW

PPC

SECTION QQ

PPC

SECTION VV

PPC

SECTION UU

PPC

SECTION TT

PPC

SECTION Y

IGC

SECTION W

IGC

1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. SEE SHEET CE501.

2. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE, TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

3. CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

4. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

5. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.

6. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES, PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN KIND AT NO

COST TO THE GOVERNMENT.

7. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

GENERAL NOTES

1. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE PLANS. ADDITIONAL EROSION CONTROL

MEASURES AND/OR ADJUSTMENT OF LOCATIONS FOR EROSION CONTROL MEASURES MAY OCCUR AT COR DIRECTION, OR

AS REQUIRED TO ADDRESS SITE CONDITIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL MEASURES AS NEEDED. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AT THE

END OF EACH DAY.

3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE CONTRACTOR SHALL PROTECT ALL STREETS, STREAMS, STORM

DRAIN SYSTEMS, AND INLETS FROM EROSION DEPOSITS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON THE SITE.

5. CONTRACTOR SHALL SWEEP ALL ROADWAYS UTILIZED BY CONSTRUCTION ACTIVITY DAILY.

EROSION CONTROL NOTES

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

GRADE BREAK

NEW CONCRETE C&G

EXISTING RIPRAP

NEW RIPRAP

ROCK CONSTRUCTION

ENTRANCE. SEE DETAIL 2/CE502.

SEDIMENT CONTROL LOG.

SEE DETAIL 1/CE501.

SEDIMENT CONTROL FENCE.

SEE DETAIL 1/CE501.

INLET PROTECTION.

SEE DETAIL 1/CE502.

ROCK FILTER DAM.

SEE DETAIL 3/CD502

NEW SPOT ELEVATION

FLOW LINE ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

RIM ELEVATION

INVERT ELEVATION

MATCH EXISTING

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

FL

HP

LP

R.

I.

ME

TW

BW

3880.00

NEW DRAINAGE CHANNEL

ROCK FILTER DAM (TYP.)

SILT FENCE (TYP.)

TEMPORARY CONSTRUCTION

FENCING (TYP.)

ROCK CONSTRUCTION

ENTRANCE

LOCKABLE SWING GATE FOR

CONSTRUCTION ACCESS

BASE BID

EX. SECTION SS

EX. SECTION RR

EX. SECTION PP

EX. SECTION L

EX. SECTION L1

3872 38

3870 3869

387438753876

3879 38

803875

38763875

38693869

3872 3872 3871 3871

3871387238733874387538763877

386938703870

3871 3869 3868

2:

M

AX

2:1 M

AX

38803881

38703871

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ gr ad ex pa ns io n.

dw cn el so d:

6/

/2

1:

P M lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

KYLE STEBBING

159267

OVERALL GRADING PLAN -

EXPANSION - OPTION 1

CG113

NEW DRAINAGE CHANNEL

KS CN ##

1 OVERALL GRADING PLAN - EXPANSION - OPTION 1 0 40' 80'

N

SECTION YY

PPC

SECTION XX

PPC

SECTION WW

PPC SECTION QQ

PPC

SECTION VV

PPC

SECTION UU

PPC

SECTION TT

PPC

SECTION Y

IGC

SECTION W

IGC

1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. SEE SHEET CE501.

2. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE, TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

3. CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

4. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

5. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.

6. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES, PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN KIND AT NO

COST TO THE GOVERNMENT.

7. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

GENERAL NOTES

SEE #####

1. THE LOCATION OF EROSION CONTROL DEVICES SHALL BE AS SHOWN IN THESE PLANS. ADDITIONAL EROSION CONTROL MEASURES AND/OR ADJUSTMENT OF LOCATIONS FOR EROSION CONTROL MEASURES MAY OCCUR AT COR DIRECTION, OR

AS REQUIRED TO ADDRESS SITE CONDITIONS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES. CONTRACTOR SHALL REMOVE AND REPLACE EROSION CONTROL MEASURES AS NEEDED. ALL EROSION CONTROL MEASURES MUST BE IN PLACE AT THE

END OF EACH DAY.

3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO USE WHATEVER MEANS ARE NECESSARY TO CONTROL AND LIMIT SILT AND SEDIMENT LEAVING THE SITE. SPECIFICALLY, THE CONTRACTOR SHALL PROTECT ALL STREETS, STREAMS, STORM

DRAIN SYSTEMS, AND INLETS FROM EROSION DEPOSITS.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON THE SITE.

5. CONTRACTOR SHALL SWEEP ALL ROADWAYS UTILIZED BY CONSTRUCTION ACTIVITY DAILY.

EROSION CONTROL NOTES

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

GRADE BREAK

NEW CONCRETE C&G

EXISTING RIPRAP

NEW RIPRAP

PROPOSED GRADE ELEVATION

FLOW LINE ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

RIM ELEVATION

INVERT ELEVATION

MATCH EXISTING

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

FL

HP

LP

R.

I.

ME

TW

BW

3880.00

BASE BIDOPTION 1

3872 38

38723872

2:

M

AX

R. 3874.95

R. 3876.72 R. 3876.72R. 3876.73R. 3876.71

R. 3876.96

3878.53 3880.62

3880.46 3880.46

3874.85 3875.19

3876.15 3876.87

3876.78

3876.78 3876.78 3876.78

2.

0%

2.6

2.

0%

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

y

:\1

\1 v a nc a_ ft bl is s bu ria l e xp an si on c or re ct fc a_ el p as o, tx c iv il\ _0 ca d fil es s he et s\

8_ gr ad ex pa ns io n.

dw cn el so d:

6/

/2

1:

lo t:6 /2

2/

:0

PM

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KEYMAP

NTS

N

KYLE STEBBING

159267

GRADING PLAN ENLARGEMENT-

EXPANSION - OPTION 1

CG114

KS CN ##

1 GRADING PLAN ENLARGEMENT- EXPANSION - OPTION 1 0 20' 40'

N

SECTION YY

PPC

SECTION XX

PPC

SECTION WW

PPC

1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. SEE SHEET CE501.

2. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES (ELEV, SIZE, TYPE...ETC) INSIDE CONSTRUCTION LIMITS PRIOR TO EXCAVATION.

3. CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

4. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

5. COORDINATE ALL SHUTDOWNS A MINIMUM OF 48 HOURS OR MORE WITH COR/CEMETERY STAFF.

6. PROTECT EXISTING GRAVESITES, PAVEMENTS, UTILITIES, PLANTING, ETC. FROM DAMAGE. ALL DAMAGE TO BE REPAIRED IN KIND AT NO

COST TO THE GOVERNMENT.

7. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

GENERAL NOTES

LEGEND

PROPERTY LIMITS

SURVEY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

GRADE BREAK

NEW CONCRETE C&G

EXISTING RIPRAP

NEW RIPRAP

PROPOSED GRADE ELEVATION

FLOW LINE ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

RIM ELEVATION

INVERT ELEVATION

MATCH EXISTING

TOP OF WALL ELEVATION

BOTTOM OF WALL ELEVATION

FL

HP

LP

R.

I.

ME

TW

BW

3880.00

SECTION UU

PPC

SECTION TT

PPC

SECTION VV

PPC

BASE BIDOPTION 1

ORGANIZATION CONTACT NAME PHONE

NATIONAL CEMETERY ADMINISTRATION (OWNER) HOMAYOUN KAZEMIPOUR 202-897-6945

ANDERSON ENGINEERING (SWPPP DESIGN) KYLE STEBBING 763-412-4000

(GENERAL CONTRACTOR)

ACREAGE SUMMARY

AREA ACRES

PROPERTY AREA 52.37

DISTURBED AREA 14.29

IMPERVIOUS AREA PRE-CONSTRUCTION 1.10

IMPERVIOUS AREA POST-CONSTRUCTION 1.60

NEW IMPERVIOUS AREA 0.5

PERVIOUS AREA AT COMPLETION 12.69

PROJECT DESCRIPTION/LOCATION

PROJECT IS LOCATED IN THE CITY OF EL PASO, IN EL PASO COUNTY, WITHIN THE REGION BOUNDED BY ORANGE ST, HAAN RD, BRADLEY RD, LIBERTY EXPY. LATITUDE +/-31.8124 N, LONGITUDE +/-106.4213 W. THE SITE

ENCOMPASSES 37.57 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS GRADING OF

THE SITE FOR THE INSTALLATION OF PRE-CAST BURIAL CRYPTS.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS AND PARKING LOTS.

· INSTALLATION OF STORM SEWER.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND DRAINAGE CHANNEL

THROUGHOUT THE SITE.

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING WATERS. THE BMPS DESCRIBED

IN APPENDIX A OF THE TPDES PERMIT MAY APPLY TO ALL AREAS OF THE SITE.

- STABILIZATION OF ALL EXPOSED SOIL AREAS MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION BUT IN NO CASE COMPLETED LATER THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT

PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.

SOIL TYPES

SOIL TYPES TYPICALLY FOUND ON THIS PROJECT RANGE FROM SILTY CLAY, SAND WITH CLAY, AND SAND WITH SILT. SOME AREAS CONTAINED SOIL TYPE SP (SAND) ROUGHLY 8-13 BELOW GRADE. SOIL BORINGS WERE TAKEN BY TERRACON IN OCTOBER OF 2025. TERRACON REPORT IS TO BE KEPT ON SITE AS PART OF THE

SWPPP AND IS TO BE MADE AVAILABLE UPON REQUEST.

PROJECT PERSONNEL AND TRAINING

THIS SWPPP WAS PREPARED BY PERSONNEL THAT ARE VERIFIED IN THE DESIGN OF CONSTRUCTION SWPPPS.

COPIES OF THE CERTIFICATIONS ARE ON FILE WITH THE ENGINEER.

PROVIDE A CERTIFIED EROSION CONTROL SUPERVISOR IN GOOD STANDING WHO IS KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES. THE EROSION CONTROL SUPERVISOR WILL WORK WITH THE PROJECT ENGINEER TO OVERSEE THE IMPLEMENTATION OF THE SWPPP AND THE INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). PROVIDE PROOF OF CERTIFICATION AT THE PRE-CONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION HAS BEEN PROVIDED TO THE PROJECT

ENGINEER.

PROVIDE AT LEAST ONE CERTIFIED INSTALLER FOR EACH CONTRACTOR OR SUBCONTRACTOR THAT INSTALLS THE PRODUCTS LISTED IN SPECIFICATION SECTION 01 57 19. PROVIDE PROOF OF CERTIFICATION AT THE PRECONSTRUCTION MEETING. WORK WILL NOT BE ALLOWED TO COMMENCE UNTIL PROOF OF CERTIFICATION

HAS BEEN PROVIDED TO THE PROJECT ENGINEER.

CHAIN OF RESPONSIBILITY

THE OWNER AND CONTRACTOR ARE CO-PERMITTEES FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION PERMIT. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL ASPECTS OF THE NPDES CONSTRUCTION PERMIT AT ALL TIMES UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE TCEQ THE CONTRACTOR WILL DEVELOP A CHAIN OF COMMAND WITH ALL OPERATORS ON THE SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS COMPLETE, THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOTICE OF

TERMINATION (NOT) HAS BEEN SUBMITTED TO THE TCEQ.

PROJECT CONTACTS

THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP AND INSTALLATION, INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS BEFORE, DURING, AND

AFTER CONSTRUCTION UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED.

TCEQ 24 HOUR EMERGENCY NOTIFICATION:

512-239-1000

SITE INSPECTION AND MAINTENANCE

CONTRACTOR SHALL PROVIDE NAME, CONTACT INFO, AND TRAINING DOCUMENTATION FOR THE PERSON

RESPONSIBLE FOR SWPPP IMPLEMENTATION AND INSPECTION/MAINTENANCE OF BMPS.

INSPECT THE ENTIRE CONSTRUCTION SITE A MINIMUM OF ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS.

INSPECT ALL TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT, EROSION PREVENTION AND SEDIMENT CONTROL BMPS UNTIL THE SITE HAS UNDERGONE FINAL STABILIZATION AND THE NOT HAS BEEN SUBMITTED. INSPECT SURFACE WATER INCLUDING DRAINAGE DITCHES FOR SIGNS OF EROSION AND SEDIMENT DEPOSITION. INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS FOR EVIDENCE OF TRACKING ONTO PAVED SURFACES. INSPECT SURROUNDING PROPERTIES FOR EVIDENCE OF OFF SITE SEDIMENT

ACCUMULATION.

RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES IN WRITING WITHIN 24 HOURS. SUBMIT INSPECTION REPORTS IN A FORMAT THAT IS ACCEPTABLE TO THE PROJECT ENGINEER. INCLUDE THE FOLLOWING IN THE

RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY:

A. DATE AND TIME OF INSPECTIONS

B. NAME OF PERSONS CONDUCTION INSPECTIONS

C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS

D. CORRECTIVE ACTION TAKEN, INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE

ACTIVITIES

E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 0.5 INCH IN 24 HOURS

F. DOCUMENTS AND CHANGES MADE TO THE SWPPP

REPLACE, REPAIR OR SUPPLEMENT ALL NONFUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY

FOLLOWING DISCOVERY UNLESS LISTED DIFFERENTLY BELOW:

A. REPAIR, REPLACE, OR SUPPLEMENT PERIMETER CONTROL DEVICES WHEN IT BECOMES

NONFUNCTIONAL OR SEDIMENT REACHES 12 THE HEIGHT OF THE DEVICE. COMPLETE REPAIRS BY

THE END OF THE NEXT BUSINESS DAY FOLLOWING DISCOVERY.

B. REPAIR OR REPLACE INLET PROTECTION DEVICES WHEN THEY BECOME NONFUNCTIONAL OR

SEDIMENT REACHES 12 THE HEIGHT AND/OR DEPTH OF THE DEVICE.

C. DRAIN AND REMOVE SEDIMENT FROM TEMPORARY AND PERMANENT SEDIMENT BASINS ONCE THE

SEDIMENT HAS REACHED 12 THE STORAGE VOLUME. COMPLETE WORK WITHIN 72 HOURS OF

DISCOVERY.

D. REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATER INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS. RE-STABILIZED ANY AREA THAT ARE DISTURBED BY SEDIMENT REMOVAL OPERATION. SEDIMENT REMOVAL AND STABILIZATION MUST BE COMPLETED WITHIN 7 DAYS OF DISCOVERY. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR WORKING IN

SURFACE WATERS.

E. REMOVE TRACKED SEDIMENT FROM PAVED SURFACES BOTH ON AND OFF SITE WITHIN 24 HOURS OF DISCOVERY. STREET SWEEPING MAY HAVE TO OCCUR MORE OFTEN TO MINIMIZE OFF SITE IMPACTS.

LIGHTLY WET THE PAVEMENT PRIOR TO SWEEPING

F. MAINTAIN ALL BMPS UNTIL WORK HAS BEEN COMPLETED, SITE HAS GONE UNDER FINAL

STABILIZATION, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN SUBMITTED TO THE TCEQ.

SPECIAL SITE NOTES

NONE

THE SWPPP COORDINATOR MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON

REQUEST BY THE TCEQ AND SHALL BE RESPONSIBLE FOR THE FOLLOWING:

· SUBMIT THE TPDES PERMIT APPLICATION AND COMPLY WITH ALL REQUIREMENTS

· IMPLEMENT THE SWPPP.

· OVERSEE INSTALLATION AND MAINTENANCE PRACTICES AND REPAIRS IDENTIFIED IN THE SWPPP.

· IMPLEMENT AND OVERSEE EMPLOYEE TRAINING AND RECORD IN OR WITH THE SWPPP.

· CONDUCT OR PROVIDE FOR INSPECTION AND MONITORING ACTIVITIES AND MAINTAIN LOGS AS

PERMIT REQUIRES.

· IDENTIFY OTHER POTENTIAL POLLUTANT SOURCES NOT LISTED IN THE SWPPP AND ADD THEM.

· IDENTIFY ANY DEFICIENCIES IN THE SWPPP AND CORRECT THEM.

· ENSURE THAT CHANGES TO CONSTRUCTION PLANS ARE ADDRESSED IN THE SWPPP.

· FILE THE NOTICE OF TERMINATION UPON PROJECT COMPLETION.

AFTER THE NOTICE OF TERMINATION HAS BEEN FILED, THE OWNER SHALL BE RESPONSIBLE FOR ASSIGNING

RESPONSIBILITY FOR PERMANENT MAINTENANCE MEASURES.

LOCATION OF SWPPP REQUIREMENTS

THE REQUIRED SWPPP ELEMENTS MAY BE LOCATED IN MANY PLACES WITHIN THE PLAN SET.

STABILIZATION TIME FRAMES

ALL AREAS DISTURBED BY CONSTRUCTION WILL RECEIVE SEED AND MULCH OR SOD ACCORDING TO THE PLANS AND SPECIFICATIONS AND WITHIN THE SPECIFIED VEGETATIVE TIME SCHEDULE. FINAL STABILIZATION WILL OCCUR WHEN THE SITE HAS A UNIFORM VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE DISTURBED AREA. ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION. ALL SEDIMENT MUST BE CLEANED OUT OF CONVEYANCES

AND TEMPORARY SEDIMENTATION BASINS IF APPLICABLE.

1. INITIATE INLET STABILIZATION IMMEDIATELY WHEN CONSTRUCTION HAS TEMPORARILY OR PERMANENTLY CEASED ON ANY PORTION OF THE SITE. COMPLETE STABILIZATION WITHIN THE TIME FRAME LISTED. IN MANY INSTANCES THIS WILL REQUIRE STABILIZATION TO OCCUR MORE THAN ONCE DURING THE COURSE OF THE PROJECT. TEMPORARY SOIL STOCKPILES WITHOUT SIGNIFICANT CLAY OR SILT AND STOCKPILED AND CONSTRUCTED ROAD BASE ARE NOT APPROPRIATE AND THEREFORE EXEMPT FROM THE STABILIZATION

REQUIREMENT.

2. APPLICATION OF MULCH, HYDROMULCH, TACKIFIER AND POLYACRYLAMIDE ARE NOT ACCEPTABLE

STABILIZATION METHODS IN THESE AREAS.

3. STABILIZE ALL AREAS OF THE SITE PRIOR TO THE ONSET OF WINTER, ANY WORK STILL BEING PERFORMED WILL BE SNOW MULCHED, SEEDED, AND BLANKETED WITHIN THE TIME FRAMES IN THE NPDES PERMIT.

4. TOPSOIL BERMS MUST BE STABILIZED IN ORDER TO BE CONSIDERED PERIMETER CONTROL BMPS. USE RAPID

STABILIZATION METHOD 1, 2, OR 3 AS DIRECTED BY THE ENGINEER.

5. THE SEED MIX USED IN THE RAPID STABILIZATION IS AS FOLLOWS:

OATS (COOL SEASON) - 30 LB/AC

BROWNTON MILLET (WARM SEASON) - 20 LB/AC

6. KEEP DITCHES AND EXPOSED SOILS IN AN EVEN ROUGH GRADED CONDITION IN ORDER TO BE ABLE TO APPLY

EROSION CONTROL MULCHES, HYDROMULCHES AND BLANKETS.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY

1. CONTRACTOR SHALL AMEND THE SWPPP AND DOCUMENT ANY AND ALL CHANGES TO THE SWPPP AND ASSOCIATED PLAN SHEETS IN A TIMELY MANNER. STORE THE SWPPP AND ALL AMENDMENTS ON SITE AT ALL

TIMES.

2. PREPARE AND SUBMIT A SITE MANAGEMENT PLAN FOR THE ENGINEER'S ACCEPTANCE FOR CONCRETE MANAGEMENT, CONCRETE SLURRY APPLICATION AREAS, WORK IN AND NEAR AREAS OF ENVIRONMENTAL SENSITIVITY, AREAS IDENTIFIED IN THE PLANS AS "SITE MANAGEMENT PLAN AREA", ANY WORK THAT WILL REQUIRE DE-WATERING, AND AS REQUESTED BY THE ENGINEER. SUBMIT ALL SITE MANAGEMENT PLANS TO THE ENGINEER IN WRITING. ALLOW ALL MINIMUM OF 7 DAYS FOR THE ENGINEER TO REVIEW AND ACCEPT SITE MANAGEMENT PLAN SUBMITTALS. WORK WILL NOT BE ALLOWED TO COMMENCE IF A SITE MANAGEMENT PLAN IS REQUIRED UNTIL ACCEPTANCE HAS BEEN GRANTED BY THE ENGINEER. THERE WILL BE NO EXTRA TIME ADDED

TO THE CONTRACT DUE TO THE UNTIMELY SUBMITTAL.

3. IT IS THE DESIGNER'S INTENT THAT THE CONTRACTOR BUILD PONDS AND INSTALL EROSION CONTROL BMPS

BEFORE PUTTING THEM INTO ACTIVE SERVICE TO THE MAXIMUM EXTENT PRACTICABLE.

4. BURNING OF ANY MATERIAL IS NOT ALLOWED WITHIN PROJECT BOUNDARY.

5. DO NOT DISTURB AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. DELINEATE AREAS NOT TO BE DISTURBED PRIOR TO STARTING GROUND DISTURBING ACTIVITIES. IF IT BECOMES NECESSARY TO DISTURBED AREAS OUTSIDE OF THE CONSTRUCTION LIMITS OBTAIN WRITTEN PERMISSION FROM THE PROJECT ENGINEER PRIOR

TO PROCEEDING. PRESERVE ALL NATURAL BUFFERS SHOWN ON THE PLANS.

6. ROUTE STORMWATER AROUND UNSTABILIZED AREAS OF THE SITE WHENEVER FEASIBLE. PROVIDE EROSION CONTROL AND VELOCITY DISSIPATION DEVICES AS NEEDED TO KEEP CHANNELS FROM ERODING AND TO

PREVENT NUISANCE CONDITIONS AT THE OUTLET.

7. DIRECT DISCHARGES FROM BMPS TO VEGETATED AREA WHENEVER FEASIBLE. PROVIDE VELOCITY DISSIPATION

DEVICES AS NEEDED TO PREVENT EROSION.

8. THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS SHALL BE PLACED AS NECESSARY TO MINIMIZE EROSION FROM DISTURBED SURFACES AND TO CAPTURE SEDIMENT ON SITE. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY REMOVAL WORK AND/OR GROUND

DISTURBING ACTIVITIES COMMENCE.

9. ESTABLISH SEDIMENT CONTROL DEVICES ON ALL DOWN GRADIENT PERIMETERS AND UP GRADIENT OF ANY BUFFER ZONES BEFORE AND UP GRADIENT LAND DISTURBING ACTIVITIES BEGIN. MAINTAIN SEDIMENT CONTROL

DEVICES UNTIL CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.

10. LOCATE PERIMETER CONTROL ON THE CONTOUR TO CAPTURE OVERLAND, LOW-VELOCITY SHEET FLOWS DOWN GRADIENT OF ALL EXPOSED SOILS AND PRIOR TO DISCHARGING TO SURFACE WATERS. PLACE J-HOOKS AT A

MAXIMUM OF 100 FOOT INTERVALS.

11. PROVIDE PERIMETER CONTROL AROUND ALL STOCKPILES. PLACE BMP A MINIMUM 5 FEET FROM THE TOE OF SLOPE WHERE FEASIBLE. DO NOT PLACE STOCKPILES IN NATURAL BUFFER AREAS, SURFACE WATERS OR

STORMWATER CONVEYANCES.

12. FLOATING SILT CURTAIN IS ALLOWED AS PERIMETER CONTROL FOR IN WATER WORK ONLY. INSTALL THE FLOATING SILT CURTAIN AS CLOSE TO SHORE AS POSSIBLE. PLACE PERIMETER CONTROL BMP ON LAND

IMMEDIATELY AFTER THE IN WATER WORK IS COMPLETED.

13. DITCH CHECKS WILL BE PLACED AS INDICATED ON THE PLANS DURING ALL PHASES OF CONSTRUCTION.

14. PLACE CONSTRUCTION EXITS, AS NECESSARY, TO PREVENT TRACKING OF SEDIMENT ONTO PAVED SURFACES BOTH ON AND OFF THE PROJECT SITE. PROVIDE CONSTRUCTION EXITS OF SUFFICIENT SIZE TO PREVENT TRACK OUT. MAINTAIN CONSTRUCTION EXITS WHEN EVIDENCE OF TRACKING IS DISCOVERED. REGULAR STREET SWEEPING IS NOT AN ACCEPTABLE ALTERNATIVE TO PROPER CONSTRUCTION EXIT INSTALLATION AND

MAINTENANCE. CONSTRICTION EXITS ARE INCIDENTAL.

GENERAL SWPPP NOTES FOR CONSTRUCTION ACTIVITY (CONT.)

15. DISCHARGE TURBID OR SEDIMENT LADEN WATER TO TEMPORARY SEDIMENT BASINS WHENEVER FEASIBLE. IN THE EVENT THAT IT IS NOT FEASIBLE TO DISCHARGE THE SEDIMENT LADEN WATER TO A TEMPORARY SEDIMENT BASIN, THE WATER MUST BE TREATED SO THAT IT DOES NOT CAUSE A NUISANCE CONDITION IN THE RECEIVING WATERS OR TO DOWNSTREAM LANDOWNERS. CLEAN OUT ALL PERMANENT STORMWATER BASINS REGARDLESS OF WHETHER USED AS TEMPORARY SEDIMENT BASINS OR TEMPORARY SEDIMENT TRAPS TO THE DESIGN

CAPACITY AFTER ALL UP GRADIENT LAND DISTURBING ACTIVITY IS COMPLETED.

16. PROVIDE SCOUR PROTECTION AT ANY OUTFALL OF DE-WATERING ACTIVITIES.

17. PROVIDE STABILIZATION IN ANY TRENCHES CUT FOR DE-WATERING OR SITE DRAINING PURPOSES.

POLLUTION PREVENTION

1. PROVIDE A SPILL KIT AT EACH WORK LOCATION ON THE SITE.

2. STORE ALL BUILDING MATERIALS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS, PESTICIDES, HERBICIDES, INSECTICIDES. FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS UNDER COVER WITH

SECONDARY CONTAINMENT.

3. PROVIDE A SECURE STORAGE AREA WITH RESTRICTED ACCESS FOR ALL HAZARDOUS MATERIALS AND TOXIC WASTE. RETURN ALL HAZARDOUS MATERIALS AND TOXIC WASTE TO THE DESIGNATED STORAGE AREA AT THE END OF THE BUSINESS DAY UNLESS INFEASIBLE. STORE ALL HAZARDOUS MATERIALS AND TOXIC WASTE (INCLUDING BUT NOT LIMITED TO OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS

WITH SECONDARY CONTAINMENT. CLEAN UP SPILLS IMMEDIATELY.

4. STORE, COLLECT AND DISPOSE OF ALL SOLID WASTE.

5. POSITION ALL PORTABLE TOILETS SO THAT THEY ARE SECURE AND CANNOT BE TIPPED OR KNOCKED OVER.

PROPERLY DISPOSE OF ALL SANITARY WASTE.

6. FUEL AND MAINTAIN VEHICLES IN A DESIGNATED CONTAINED AREA WHENEVER FEASIBLE. USE DRIP PANS OR ABSORBENT MATERIALS TO PREVENT SPILLS OR LEAKED CHEMICALS FORM DISCHARGING TO SURFACE WATER OR STORMWATER CONVEYANCES. PROVIDE A SPILL KIT AT EACH LOCATION THAT VEHICLES AND EQUIPMENT

ARE FUELED OR MAINTAINED AT.

7. LIMIT VEHICLE AND EQUIPMENT WASHING TO A DEFINED AREA OF THE SITE. CONTAIN RUNOFF FROM THE WASHING AREA TO A TEMPORARY SEDIMENT BASIN OR OTHER EFFECTIVE CONTROL. PROPERLY DISPOSE OF ALL WASTE GENERATED BY VEHICLE AND EQUIPMENT WASHING. ENGINE DEGREASING IS NOT ALLOWED ON THE

SITE.

8. PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OF CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS. LIQUID AND SOLID WASHOUT WASTES MUST NOT CONTACT THE GROUND. DESIGN THE CONTAINMENT SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR CONTAINMENT

AREA.

9. CREATE AND FOLLOW A WRITTEN DISPOSAL PLAN FOR ALL WASTE MATERIALS. INCLUDE IN THE PLAN HOW THE MATERIAL WILL BE DISPOSED OF AND THE LOCATION OF THE DISPOSAL SITE. SUBMIT PLAN TO THE ENGINEER.

10. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT DISCHARGE OR PLACEMENT OF BITUMINOUS GRINDINGS, CUTTING, MILLINGS, AND OTHER BITUMINOUS WASTES FROM AREAS OF EXISTING OR FUTURE VEGETATED SOILS AND FROM ALL WATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB

FLOW LINES.

11. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT CONCRETE DUST, PARTICLES, CONCRETE WASH OUT, AND OTHER CONCRETE WASTES FROM LEAVING SITE, DEPOSITING IN EXISTING OR FUTURE VEGETATED AREAS, AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS, INCLUDING INLETS, DITCHES AND CURB FLOW LINES. USE METHODS AND OPERATIONAL PROCEDURES THAT PREVENT SAW CUT SLURRY AND PLANING WASTE FROM LEAVING SITE AND FROM ENTERING STORMWATER CONVEYANCE SYSTEMS INCLUDING

DITCHES AND CULVERTS.

PERMITS

THE FOLLOWING PERMITS APPLY TO THIS PROJECT:

NOTE: IF THE 25' BUFFERS ARE MAINTAINED FROM THE WETLANDS, ADDITIONAL PERMITS WILL NOT BE REQUIRED.

[VERIFY THE PREVIOUS NOTE APPLIES AND ADD ANY ADDITIONAL PERMITTING NOTES]

SITE DATA (TOTAL SITE)

· AREA OF DISTURBANCE = 14.29 AC

· SEEDED AREA (PER LANDSCAPE PLAN, EST.) = N/A

· EROSION CONTROL QUANTITIES (ESTIMATED) :

SILT FENCE = 2,315 LF

STORM DRAIN INLET PROTECTION = 17 INLETS TO BE PROTECTED

SEDIMENT AND EROSION CONTROL LOGS = 5,075 LF

RECORD RETENTION

THE SWPPP, ALL CHANGES TO IT AND INSPECTION AND MAINTENANCE RECORDS MUST BE KEPT ON-SITE DURING CONSTRUCTION. THE OWNER MUST RETAIN A COPY OF THE SWPPP ALONG WITH THE FOLLOWING RECORDS FOR THREE

(3) YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION (NOT).

1. ANY OTHER PERMITS REQUIRED FOR THE PROJECT.

2. RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION

3. ALL PERMANENT OPERATIONS AND MAINTENANCE AGREEMENT THAT HAVE BEEN IMPLEMENTED INCLUDING ALL

RIGHT OF WAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL

MAINTENANCE; AND

4. ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENT

SYSTEMS.

AREA TIME FRAME NOTES

LAST 200 LINEAL FEET OF DRAINAGE DITCH OR SWALE WITHIN 24 HOURS OF CONNECTION TO

SURFACE WATER OR PROPERTY EDGE 1, 2, 3

REMAINING PORTIONS OF DRAINAGE DITCH OR SWALE 7 DAYS 1, 3

PIPE AND CULVERT OUTLETS 24 HOURS

STOCKPILES 7 DAYS 1

AGENCY TYPE OF PERMIT PERMIT # AND DATES

TPDES CONSTRUCTION

PERMIT

BUILDING PERMIT

[ADDITIONAL AS REQUIRED]

RAPID STABILIZATION

METHOD MATERIALS

1 TEMPORARY SEEDING

2 MECHANICAL & ROLLED MATERIALS

3 CHEMICAL STABILIZATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

A

B

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D

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KYLE STEBBING

159267

STORM WATER POLLUTION

PREVENTION PLAN

CE121

PROJECT SITE

1-MILE RADIUS

AROUND PROJECT

KS CN #54 of 155

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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P at h:

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U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18528Date:

Office of Design and Construction

Services

FT BLISS NATIONAL CEMETERY

EXPANSION

886CM3026

JUNE 15, 2026

5200 FRED WILSON AVENUE, EL PASO, TEXAS

BID DOCUMENTS

OF 150

FIRE / LOW VOLTAGE / SECURITY:

IMEG

623 26TH AVENUE

ROCK ISLAND, IL 61201

309.781.3770

MATT SNYDER / PETE MCGHEE

IRRIGATION:

AQUA ENGINEERING

300 BOARDWALK DRIVE

UNIT 4B

FORT COLLINS, CO 80525

970.372.6104

JD LEONARD

GEOTECHNICAL:

TERRACON

6460 HILLER STREET

SUITE A

EL PASO, TX 79925

915.778.5233

IVAN AVELAR

COST ESTIMATING

OCMI

2100 NORTH GREENVILLE AVENUE

SUITE 1150

RICHARDSON, TX 75082

469.431.0571

RAYMOND BODO

BID DOCUMENTS

KYLE STEBBING

159267

SCALE:1

SEDIMENT CONTROL FENCE

NTS

EROSION CONTROL

DETAILS

CE501

SCALE:2

SEDIMENT CONTROL LOG

NTS