S02_Attachment - 876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk03.pdf

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ALL WORK DONE IN THE EASEMENT

SHALL BE COORDINATED WITH

PLANTATION PIPELINE

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SHALL BE COORDINATED WITH

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ALL WORK DONE IN

THE EASEMENT SHALL

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KEY PLAN NOT TO SCALE

NORTH

AREA A - CG102 AREA B - CG 103

AREA C - CG104

EROSION CONTROL PLAN

CG101

SITE ANALYSIS:

TOTAL AREA OF SITE 30.26 ACRES

AREA DISTURBED 10.61 ACRES

AREA TO BE ROOFED OR PAVED 2.21 ACRES

AREA TO BE VEGETATIVELY STABILIZED 8.38 ACRES

LONGITUDE: 80° 29' 36.38" W

LATITUDE: 35° 41' 01.05" N

RECEIVING WATER: GRANTS CREEK, PART OF THE YADKIN RIVER WATERSHED.

NO WETLANDS WILL BE IMPACTED BY THIS PROJECT.

SOILS ON SITE INCLUDE:

CeB2 - CECIL SANDY CLAY LOAM, 2 - 8% SLOPES CeC2 - CECIL SANDY CLAY LOAM, 8 - 15% SLOPES CfB - CECIL-URBAN LAND COMPLEX, 2 - 8% SLOPES ChA - CHEWACLA LOAM, 0 - 2% SLOPES HeB - HELENA SANDY LOAM, 1 - 6% SLOPES Ud - UDORTHENTS, LOAMY Uf - URBAN LAND WaA - WARNE LOAM, 0 - 2% SLOPES

GROUND STABILIZATION TABLE

SITE AREA DESCRIPTION STABILIZATION TIME

FRAME STABILIZATION TIME FRAME EXCEPTIONS

PERIMETER DIKES,

SWALES, DITCHES, AND

SLOPES

7 DAYS NONE

HIGH QUALITY WATER

(HQW) ZONES 7 DAYS NONE

SLOPES STEEPER THAN

3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.

SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50 FEET IN

LENGTH.

ALL OTHER AREAS WITH

SLOPES FLATTER THAN

4:1

14 DAYS NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)

EROSION CONTROL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE PROVISIONS OF THE NORTH

CAROLINA SEDIMENTATION CONTROL ACT OF 1973.

2. ALL WORK MUST MEET OR EXCEED THE STANDARDS FOUND IN THE NORTH CAROLINA EROSION AND

SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (MAY 2013).

3. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AT LEAST WEEKLY AND AFTER EACH 0.5" RAIN EVENT. CORRECTIVE MEASURES SHALL BE TAKEN IMMEDIATELY, INSPECTION

RECORDS AND RAIN GAUGE SHALL BE KEPT ON SITE.

4. PER NCGS 113A-54.1CONTRACTORS CONDUCTING LAND-DISTURBING ACTIVITIES LARGER THAN ONE ACRE MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING. THE REQUIREMENT APPLIES TO ALL PROJECTS. THE PHASES ARE: 1) INSTALLATION OF PERIMETER E&S CONTROL MEASURES. 2) CLEARING AND GRUBBING OF EXISTING GROUND COVER. 3) COMPLETION OF ANY PHASE OF GRADING OF SLOPE OR FILLS. 4) INSTALLATION

OF STORM DRAINAGE FACILITIES. 5) COMPLETION OF CONSTRUCTION. 6) ESTABLISHMENT OF

PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE SELF INSPECTION AND MAINTAIN THE

MONITORING RECORDS FOR LAND DISTURBING ACTIVITIES UNDER THE STORMWATER GENERAL

PERMIT NCG0100000 IN ACCORDANCE TO G.S. 113A-54.1.

6. A COPY OF THE APPROVED PLAN, CERTIFICATE OF APPROVAL AND LETTER OF APPROVAL, NPDES PERMIT AND A MINIMUM OF 30 DAYS SELF INSPECTION REPORTS SHALL BE KEPT ON SITE AND BE

MADE AVAILABLE UPON REQUEST.

7. ALL BARE SOILS ARE TO BE STABILIZED UNDER THE CONDITIONS IN THE CURRENT NPDES PERMIT OR

IF IN A CRITICAL AREA BY THE END OF THE DAY.

8. ALL SEDIMENT THAT ENTERS TRAVEL WAYS MUST BE CLEANED USING DRY METHODS. NO WASHING

OR HOSING OFF SEDIMENT INTO STORM DRAINS. IF POWERWASHING FOR ANY PORTION OF THE

PROJECT IS REQUIRED ONLY PLAIN WATER IS ALLOWED AND MUST BE COLLECTED AND TREATED IN

APPROVED WATER COLLECTION DEVISES.

9. ANY DE-WATERING OF THE SITE IS TO BE PUMPED INTO SEDIMENT BAGS TO ALLOW FOR INFILTRATION INTO THE EXISTING GROUND. DE-WATERING INTO EXISTING STORM SEWER OR SANITARY SEWER

SYSTEM IS NOT ALLOWED. DO NOT PLACE SEDIMENT BAGS OVER STORM DRAIN INLETS.

10. ALL SOIL BROUGHT OR STORED ON TO THE SITE AND NOT IMMEDIATELY SPREAD AND COMPACTED

SHALL BE COVERED EACH NIGHT TO PREVENT SATURATION, WIND BLOW, AND RUNOFF.

11. RECYCLING ITEMS AND GARBAGE ARE TO BE COLLECTED DAILY AND DISPOSED OF PROPERLY OFFSITE. SPILLS ARE TO BE CLEANED UP IMMEDIATELY. SEE SPECIFICATION SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS AND SECTION 02 41 10 DEMOLITION AND SITE CLEARING FOR DISPOSAL RECORD KEEPING REQUIREMENTS FOR LANDFILL AND RECYCLING TRIP TICKETS FOR

CONSTRUCTION WASTE.

12. UTILITY TRENCHES SHOULD BE PHASED TO DECREASE THE AMOUNT OF GROUND DISTURBANCE TO THE MINIMUM AMOUNT PRACTICAL EXCAVATION SHOULD BE LIMITED TO THE AMOUNT OF WORK THAT CAN BE COMPLETED IN A DAY OR TWO. BERMS SHALL BE CONSTRUCTED TO PREVENT WATER FROM RUNNING INTO EXCAVATIONS. AS SECTIONS OF CONSTRUCTION AND UTILITIES ARE INSTALLED OR REMOVED TEMPORARY COVER SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF

THIS DOCUMENT.

13. ALL EROSION AND SEDIMENT MEASURES MUST BE MAINTAINED DURING THE ENTIRETY OF THE PROJECT DURATION AND IF ADDITIONAL MEASURES ARE DEEMED TO BE NEEDED OR REQUIRED SUCH

MEASURES ARE TO BE INSTALLED.

14. THE CONTRACT SHALL NOTIFY NORTH CAROLINA 811 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING ANY WORK. SPECIAL CONDITIONS APPLY TO CROSSING AND WORKING IN THE PLANTATION

PIPELINE EASEMENT INCLUDING GRADING AND SILT FENCE CONSTRUCTION. CONTACT AND

COORDINATE WORK WITH EUGENE FLEMISTER 704-582-9739 AT NO ADDITIONAL COST TO THE

GOVERNMENT.

15. ALL TREES AND STUMPS AND ROOTS REMOVED DURING CONSTRUCTION SHALL BE DISPOSED OF

OFFSITE. BURNING IS NOT PERMITTED.

16. CONTRACTOR SHALL USE WATTLES IN PLACE OF SILT FENCE IN AREAS OF TREE PROTECTION TO NOT

DISTURB THE TREE ROOTS.

SEQUENCE OF CONSTRUCTION:

1. CONDUCT A PRE CONSTRUCTION MEETING WITH NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY PRIOR TO BEGING

WORK. THE MOORESVILLE REGIONAL OFFICE PHONE NUMBER IS 704-235-2100.

2. INSTALL STABILIZED CONSTRUCTION ENTRANCE AT THE LOCATIONS SHOWN ON THE PLANS.

3. INSTALL TREE PROTECTION FENCE AND PERIMETER CONTROLS, CLEAR ONLY THE AREA NEEDED TO INSTALL EROSION CONTROL

MEASURES.

4. CONSTRUCT TEMPORARY SEDIMENT SKIMMER BASINS AND DIVERSION DITCHES THAT DRAIN TO THEM.

5. CONTACT NC DEQ FOR AN INSPECTION ONCE EROSION CONTROL DEVICES HAVE BEEN INSTALLED.

6. CLEAR AND GRUB THE REMAINING AREA REMOVING TREES, BRUSH, AND VEGETATION. STRIP AND STOCKPILE TOPSOIL IN THE LOCATION SHOWN ON THE PLANS. SURROUND THE STOCKPILE WITH SILT FENCE AND TEMPORARY SEED THE STOCKPILE.

7. CONSTRUCT TEMPORARY GAS PIPE LINE CONSTRUCTION CROSSING AS SHOWN ON THE PLANS. CONTACT PLANTATION PIPELINE STAFF PRIOR TO DOING WORK FOR THE CROSSING. CONTRACTOR SHALL FOLLOW THE CONDITIONS SET FORTH IN THE

ENCROACMENT AGREEMENT FOR THE PIPELINE CROSSING.

8. BEGIN MASS GRADING THE SITE INCLUDING EXCAVATION AND COMPACTION FOR THE RESTROOM AND MATERIAL & VEHICLE STORAGE BUILDING, THE PRECAST BURIAL CRYPTS, AND FILLING FOR THE ROAD AND COLUMBARIUM CONSTRUCTION. STABILIZE

WITH TEMPORARY SEEDING.

9. PLACE STONE AGGREGATE BASE AND UNDERDRAIN SYSTEM FOR THE BURIAL SECTION. INSTALL PRECAST BURIAL VAULTS.

10. CONSTRUCT CATCH BASINS, MANHOLES, AND STORM SEWER PIPING.

11. INSTALL STREAM BULKHEAD AND BYPASS PUMP AROUND FOR CULVERT FOUNDATION CONSTRUCTION. PLACE PRECAST CULVERT SECTIONS AND HEADWALL AND END WALL SEGMENTS. BACK FILL AROUND CULVERT. REMOVE BULKHEAD AND BYPASS PUMPING

EQUIPMENT ONCE THE CULVERT IS IN PLACE.

12. INSTALL WATER SERVICE TO RESTROOM BUILDING AND IRRIGATION SERVICE TO CONTROLLER.

13. INSTALL SANITARY SEWER SERVICE TO RESTROOM BUILDING.

14. PLACE STONE AGGREGATE BASE AND CONCRETE CURB AND GUTTER FOR ROAD.

15. BEGIN CONSTRUCTION FOR THE COLUMBARIUM, RESTROOM BUILDING AND MATERIALS & VEHICLE STORAGE BUILDING.

16. ONCE THE SITE HAS REACHED 75% GROUND COVER, CONTACT NC DEQ FOR INSPECTION. AFTER APPROVAL REMOVE THE

TEMPORARY SEDIMENT SKIMMER BASINS.

17. REMOVE ACCUMULATED SEDIMENT FROM THE SEDIMENT BASINS AND REGRADE TEMPORARY SEDIMENT SKIMMER BASINS AND TEMPORARY DIVERSION DITCHES ONCE THE SITE IS STABILIZED. CONVERT THE TEMPORARY SEDIMENT BASIN TO A PERMANENT

STORMWATER BASIN.

18. INSTALL PERIMETER FENCING, GATES AND ENTRANCE MONUMENT SIGN.

19. INSTALL ASPHALT BASE COURSE FOR ROAD AND CONCRETE SIDEWALKS.

20. FINE GRADE THE SITE AND PREPARE IT FOR FINAL LANDSCAPING.

21. PLACE TOP SOIL, INSTALL SOD OR PERMANENT SEEDING TO ALL EXPOSED AREAS.

22. REMOVE REMAINING EROSION CONTROL DEVICES ONCE THE SITE HAS REACHED FINAL STABILIZATION.

23. INSTALL TOP COAT OF ASPHALT PAVEMENT AND PAVEMENT STRIPING.

VA FORM 08 - 6231

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Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK 11 of 148

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Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK 12 of 148

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Project Number

Building Number

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Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK 13 of 148

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PROPERTY LINE

EXIST. CONTOUR

PROP. CONTOUR

LIMIT OF DISTURBANCE

SILT FENCE

100 YEAR FLOOD PLAIN

500 YEAR FLOOD PLAIN

TEMPORARY DIVERSION DITCH

CLEAN WATER DIVERSION DITCH

CONSTRUCTION ENTRANCE

INLET PROTECTION

CHECK DAM

ROLLED EROSION

CONTROL PRODUCT

BAFFLE

SILT FENCE OUTLET

DD

CD

IP

KEY PLAN NOT TO SCALE

NORTHMATCHLINE CG103

EROSION CONTROL PLAN

CG104

TEMPORARY

SEDIMENT

BASIN 2

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK 14 of 148

AutoCAD SHX Text Scale: 1" = 20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EROSION CONTROL PLAN DETAILS

CG501

SIDE VIEW

FRONT VIEW

HARDWARE CLOTH

WIRE FENCE

STEEL FENCE POST

GRADE

NOTE:

BURY WIRE FENCE, HARDWARE CLOTH, AND

SILT FENCE FABRIC 6 INCHES INTO THE

TRENCH

GRADE

18"

SILT FENCE

FABRIC

WIRE FENCE

STEEL FENCE POST SET

MAXIMUM 2 FEET APART

FILTER OF 1 INCH DIAMETER #

57 WASHED STONE

PLAN VIEW

FILTER OF 1 INCH DIAMETER # 57

WASHED STONE

STEEL FENCE POSTSILT FENCE FABRIC

ON WIRE FENCE

HARDWARE CLOTH

ON WIRE FENCE

HARDWARE CLOTH

NOTE:

SILT FENCE FABRIC TO OVERLAP

HARDWARE CLOTH BY 12 INCHES

FLOW DIRECTION

FLO

W

FLO

W

FLO

W

OVERLAP

INCHES

OVERLAP

INCHES

6"

NOTE:

USE SILT FENCE OUTLETS ONLY WHEN

DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE

AND THERE IS A LOW AREA. USE AS A REPAIR

OF SILT FENCE FAILURES.

PLAN VIEW

CROSS SECTION

NOTES:

1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE

CONSTRUCTION ENTRANCE IS USED.

2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED

BY THE VEHICLE TRAVELING OVER THE STONE, THEN THE TIRES OF THE

VEHICLES MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.

3. SOIL THAT IS TRACKED ONTO THE ROAD SHALL BE SWEPT UP USING A DRY

METHOD (NO WATER TRUCKS, HOSES, OR POWER WASHING).

BUT SUFFICIENT TO

KEEP SEDIMENT ON

SITE

EXISTING

ROADWAY

2"-3" STONE TO BE USED

(SURGE STONE OR RAILROAD

BALLAST)

12' MIN. WIDTH

NEW

CONSTRUCTION

50'

MINIMUMEXISTING

ROADWAY

GEOTEXTILE FABRIC UNDER

STONE

6"

MIN.

50' MINIMUM

SIDE VIEW

FRONT VIEW

NOTE:

USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED

1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.

MINIMUM 10

GAUGE LINE

WIRES

SILT FENCE FABRIC

INSTALLED TO SECOND

WIRE FROM TOP

MINIMUM 121

2 GAUGE

INTERMEDIATE WIRES

GRADE

8'-0" MAXIMUM

NOTES:

1. REFER TO PLANTING PLANS FOR THE LOCATIONS OF PERMANENT SOD AND SEED MIXES.

2. OBTAIN APPROVAL COR AND NCA DISTRICT AGRONOMIST FOR DEVIATIONS FROM THE SPECIFIED

SEED MIX.

3. SEEDBED PREPARATION FOR TEMPORARY SEEDING: THOROUGHLY RIP SUBGRADES TO A MINIMUM

DEPTH OF 6 INCHES BY SCARIFYING, DISKING, HARROWING, OR OTHER APPROVED METHOD.

REMOVED DEBRIS AND STONES LARGER THAN 1" ON THE SURFACE.

4. RERFER TO PLANTING SPECIFICATION FOR TOPSOIL SPREADING, FINE GRADING, SOIL ADMENDMENT, AND PERMANENT SEEDBED PREPARATION REQUIREMENTS.

5. RESEED AND REMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.

MAINTENANCE:

1. INSPECT THE CONSTRUCTION ENTRANCE WEEKLY AND AFTER EACH

RAIN EVENT OF 12 INCH OR GREATER.

2. WHEN CONSTRUCTION ENTRANCE BECOMES COVERED WITH MUD

ADD AN ADDITIONAL 2 INCH STONE TOP DRESSING.

3. SOIL THAT IS TRACKED ONTO THE ROAD SHALL BE IMMEDIATELY

SWEPT UP USING A DRY METHOD (NO WATER TRUCKS, HOSES, OR

POWER WASHING).

MAINTENANCE:

1. INSPECT INLET PROTECTION WEEKLY AND AFTER EACH RAIN EVENT OF 12 INCH

OR GREATER. MAKE REQUIRED REPAIRS IMMEDIATELY.

2. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,

REPLACE IT IMMEDIATELY.

3. REMOVE SEDIMENT DEPOSITS TO REDUCE PRESSURE ON THE FENCE AND

PROVIDE ADEQUATE STORAGE VOLUME. TAKE CARE TO AVOID UNDERMINING

THE FENCE DURING CLEANOUT.

MAINTENANCE:

1. INSPECT SILT FENCE OUTLET WEEKLY AND AFTER EACH RAIN EVENT OF 12 INCH OR GREATER. MAKE

REQUIRED REPAIRS IMMEDIATELY.

2. SHOULD THE STONE BE COVERED AND CLOGGED WITH SEDIMENT REMOVE THE SEDIMENT BUILD UP

AND THE STONE. REPLACE WITH NEW CLEAN STONE.

STEEL POST

2' -0

3'

-0

FILL SLOPE

GRADE

WOVEN WIRE FABRIC

SILT FENCE GEOTEXTILE FABRIC4"

MIN

8"

MIN

5"

MIN

NOTES:

1. HEIGHT & WIDTH DETERMINED BY EXISTING

TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED.

2. KEY RIPRAP INTO THE DAM FOR STABILIZATION.

TOP ELEVATION OF STORMWATER

#57 WASHED STONE

EXISTING SLOPE

1 MAX.

1'-0"

VARIES

#1 RIPRAP

VARIES

SIDE VIEW

VARIES

1'-0"

FRONT VIEW

KEYED

RIPRAP

EXISTING

SLOPE EXISTING

SLOPE

VARIES

#57 WASHED

STONE

MAINTENANCE:

1. INSPECT WEEKLY AND AFTER EACH RAIN EVENT OF 12 INCH OF RAIN.

2. CLEAN OUT SEDIMENT AND OTHER DEBRIS THAT COULD CLOG THE

CHANNEL.

3. ADD STONES TO THE DAM AS NEEDED TO MAINTAIN THE DESIGN

HEIGHT AND CROSS SECTION.

NOTES:

1. ACTUAL LAYOUT TO BE DETERMINED IN FIELD.

2. THE "CONCRETE WASHOUT" SIGN SHALL BE INSTALLED WITHIN 30

FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY.

3. PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS

OF CONCRETE.

PLAN VIEW

SF

SF

SF

SF

SECTION A-A

B

SECTION B-B

B

A

"CONCRETE WASHOUT" SIGN DETAILS

CONCRETE

WASHOUT

A

VEHICLE ENTRANCE

6" WASH STONE

2:1

TOP RIM OF STONE BERM

LINED

PIT

SUMP

2:11' 1'

2' 1' 6'

25' MINIMUM15'

1'

2' 2'2'

VEHICLE ENTRANCE

@ 2% SLOPE

10 MIL. PLASTIC LINING

PIT SUMP

"CONCRETE WASHOUT" SIGN

(SEE NOTE 2)

2:

SILT

FENCE

SILT

FENCE

SILT

FENCE

10 MIL. PLASTIC LINING

PIT SUMP

ANCHOR PLASTIC LINER

WITH #57 STONE BERM

ANCHOR PLASTIC LINER

WITH #57 STONE BERM

2:11' 1'

2' 1' 6' 20'

1'

2' 2'2' 2'2'

1'

1'

1'

SILT FENCE

SIDE VIEW FRONT VIEW

0.5" LAG

SCREWS

3'

3'

3"x3"x8'

WOOD

POSTS

PLYWOOD 48"x24"

PAINTED WHITE

BLACK

LETTERS 6"

HEIGHT2'

4'

KEY IN REMOVABLE LINING

MAINTENANCE:

1. INSPECT WEEKLY AND AFTER EACH RAIN EVENT OF 12

INCH OF RAIN.

2. REMOVE SEDIMENT ONCE HALF OF THE STORAGE

CAPACITY IS BLOCKED BY SEDIMENT.

3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN

STABILIZED AND APPROVED BY INSPECTOR REMOVE

INLET PROTECTION.

FLOW

DITCHLINE

WOODEN STAKE

8" FABRIC STAPLE

18" 18"

6" COVER

WOODEN STAKE WITH WATTLE

ANCHORED TO THE TOP

DITCHLINE

FILTER FABRIC

OR DITCH LINER

FILTER FABRIC

OR DITCH LINER

PROFILE VIEW

12" MIN DIAMETER WATTLE

12" MIN DIAMETER WATTLE

FASTENED TO WOODEN STAKE

BY NAIL OR STAPLE

NOTES:

1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.

2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE ENGINEER.

3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND DROP

INLETS WITH APPROVAL BY THE STORMWATER PROGRAM MANAGER OR DESIGNEE.

4. FOR USE OF WATTLE IN A DITCH, GRADE OF DITCH MUST BE <2.5%.

CROSS SECTION A-A

PLAN VIEW

NOTE:

STABILIZE DIVERSION DITCH WITH TEMPORARY

SEEDING AND EROSION CONTROL MATTING.

A

A

SIDE SLOPES

2:1 (MAXIMUM)

UPSLOPE

TOE

STEEP CUT OR FILL

SLOPE

TOP RIM

2'-0" MINIMUM

POSITIVE GRADE 1.0% MAX

2:1 SLOPE

(MAXIMUM)

TOP RIM OF

DITCH

2'-0" MIN.

18"

STEEP CUT OR FILL SLOPE

TOP RIM OF

DITCH

MAINTENANCE:

1. INSPECT WEEKLY AND AFTER EACH RAIN EVENT OF 12 INCH OF RAIN.

2. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE

DIVERSION RIDGE.

3. CHECK THE DIVERSION OUTLETS. IMMEDIATELY REMOVE AND BLOCKAGES AND OR

SEDIMENT.

GALVANIZED HARDWARE WIRE

EXTENDS TO TOP OF BOX

#57 WASHED STONE PLACED TO A

HEIGHT OF 12"-18" MINIMUM ABOVE

TOP OF BOX

INSTALLATION DETAIL

BAG DETAIL

DUMP STRAPS

EXPANSION RESTRAINT

(1/4" NYLON ROPE,

2" FLAT WASHERS)

DUMP STRAP

1" REBAR FOR BAG

REMOVAL FORM INLET

SEDIMENT SACK

DUMP STRAP

MAINTENANCE:

1. INSPECT INLET PROTECTION WEEKLY AND

AFTER EACH RAIN EVENT OF 12 INCH OR

GREATER.

2. CLEAR THE MESH OF SEDIMENT AND DEBRIS TO

PROVIDE ADEQUATE FLOW. DO NOT DAMAGE

THE WIRE MESH DURING SEDIMENT REMOVAL.

3. REPLACE STONE AS NEEDED.

MAINTENANCE:

1. INSPECT INLET PROTECTION WEEKLY AND AFTER

EACH RAIN EVENT OF 12 INCH OR GREATER.

2. EMPTY THE BAG OF SEDIMENT AND DEBRIS TO

PROVIDE ADEQUATE FLOW AND STORAGE

CAPACITY.

3. REPLACE THE BAG IF RIPPED, TORN OR

PUNCTURED.

12" THICKNESS

2/3 OUTLET

D o

FILTER FABRIC

La

CONSTRUCTION SPECIFICATIONS:

1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED

LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE

TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE

SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP

THICKNESS.

2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS

SHOWN ON THE PLANS.

3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY

PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE

BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE

DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE

THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE

THE ENTIRE FILTER CLOTH.

4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER.

5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE

DIAMETER.

6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR,

HIGHLY WEATHER-RESISTANT AND WELL GRADED.

7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP

OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY

BELOW IT.

8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND

PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE

CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON.

9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.

MAINTENANCE:

INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1

2 INCH OR GREATER)

RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO

PREVENT FURTHER DAMAGE.

3.0

SEE PLANS

STANDARD METAL

POSTS 2'-0" IN

GROUND

DESIGN OF SPILLWAYS

DRAINAGE AREA

(ACRES) WEIR LENGTH (FT) 1

1 4.00 2 6.00 3 8.00 4 10.00 5 12.00

1DIMENSIONS SHOWN ARE MINIMUM

CLASS B RIP RAP

DMIN. = 5"

D50 = 8"

DMAX. = 12"

W = SEE PLANS

SILT FENCE DETAIL

NOT TO SCALECG501

1 TEMPORARY SEEDING SCHEDULE

CG501

2 CONCRETE WASHOUT DETAIL

NOT TO SCALECG501

SILT FENCE OUTLET DETAIL

NOT TO SCALECG501

4 CONSTRUCTION ENTRANCE DETAIL

NOT TO SCALECG501

5 TEMPORARY DIVERSION DITCH DETAIL

NOT TO SCALECG501

6 INLET PROTECTION DETAIL

NOT TO SCALECG501

ROCK CHECK DAM DETAIL

NOT TO SCALECG501

8 WATTLE DITCH & CHECK DAM DETAIL

NOT TO SCALECG501

9 OUTLET PROTECTION DETAIL

NOT TO SCALECG501

VA FORM 08 - 6231

A

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B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK

NATIVE SEED MIX - PERMANENT

NC RETENTION BASIN MIX (ERNMX-309)

30% PANICUM VIRGATUM, 'CARTHAGE', NC ECOTYPE

25.8% PANICUM CLANDESTIUM, TIOGA

20.0% ELYMUS VIRGINICUS

10.0% CHASMANTHIUM LATIFOLOUM, WV ECOTYPE

20% PANICUM RIGIDULUM, COASTAL PLAINE NC ECOTYPE

2.0% JUNCUS AFFUSUS

2.0% JUNCUS TENIUS, NC ECOTYPE

0.2% SCIRPUS CYPERINUS, COASTAL PLAIN NC ECOTYPE

A. SEEDING RATE AND DATES: 20 LBS/AC OF THE

SPECIFICED SEED MIX WITH 10 LBS/AC OF ONE OF THE

FOLLOWING COVER CROPS: GRAIN RYE (30 LBS/AC; 1

SEP to 31 APR) OR JAPANESE MILLET (10 LBS/AC; 1 MAY to 31 AUG)

B. SEED MIX IS AVAIABLE FROM ERNST CONSERVATION

SEEDS, www.ernstseed.com, Meadville, PA.

TEMPORARY SEEDING - FALL/WINTER

(OCT 1 - FEB 28)

LIME: 3 TONS/AC

10-10-10 FERTILIZER: 700 LBS/AC

OATS: 50 LBS/AC

RYE GRASS: 20 LBS/AC

STRAW MULCH: 2 TONS/AC

ASPHALT EMULSION: 400 GAL/AC

TEMPORARY SEEDING - SPRING/SUMMER

(MAR 1 - SEP 30)

LIME: 3 TONS/AC

10-10-10 FERTILIZER: 800 LBS/AC

0-20-0 FERTILIZER: 500 LBS/AC

COMMON BERMUDA GRASS (HULLED): 25 LBS/AC

STRAW MULCH: 2 TONS/AC

ASPHALT EMULSION: 400 GAL/AC

CG502

BAFFLE (TYP.)

FIRST CHAMBER

25% OF SURFACE AREA

SECOND CHAMBER

25% OF SURFACE AREA

EXTEND BAFFLES UP SIDES AS

TO NOT ALLOW FLOW AROUND

THE ENDS.

INLET FLOW

SUPPORT ROPE

TO WIRE TO

PREVENT SAGGING

4'MAX

SUPPORT POST

24" INTO BOTTOM

OR SIDES

DESIGN LIFE OF FABRIC

IS 6-12 MONTHS

(PIPE OR DITCH)

3' MIN

SPILLWAY

9"-16"

STONE W/FABRIC

EMERGENCY

SKIMMER

TETHER

INLET ZONE 25%

OF SURFACE AREA

COIR MESH OR JUTE, TRENCHED

INTO BOTTOM AND SIDE

STAKE TO

SUPPORT WIRE

DESIGN CRITERIA

PERSPECTIVE VIEW

BAFFLE DETAIL

1800 CUBIC FEET PER ACRE OF DISTURBED AREA

2:1 6:1

2 FEET

PRIMARY SPILLWAY:

MAXIMUM DRAINAGE AREA:

MINIMUM SURFACE AREA:

MINIMUM L/W RATIO:

MAXIMUM L/W RATIO:

MINIMUM DEPTH:

DEWATERING MECHANISM:

MINIMUM DEWATERING TIME:

BAFFLES REQUIRED:

DAM HEIGHT:

SUMMARY:

325 SQUARE FEET PER CFS OF Q25 PEAK INFLOW

STABLE TRANSITION

REQUIRED TO THE

BASE OF THE SLOPE

OUTLET ZONE 25% OF SURFACE AREA

EMBANKMENT

SEE NC EROSION AND SEDIMENT CONTROL

MINIMUM VOLUME:

DESIGN BASIN LIFE:

3 BAFFLES

5 FEET MAXIMUM

PLANNING AND DESIGN MANUAL.

3 YEARS OR LESS

2 DAYS

SKIMMER

10 ACRES

TRAPEZOIDAL SPILLWAY WITH IMPERMEABLE MEMBRANE

SKIMMER SEDIMENT BASIN

NOTES:

1. LOCATE SEDIMENT INFLOW TO THE BASIN

AWAY FROM THE DAM TO PREVENT SHORT

CIRCUITS FROM INLETS TO OUTLETS.

2. BASIN MUST BE STABILIZED IMMEDIATELY

UPON CONSTRUCTION AND PRIOR TO SITE

INSPECTION APPROVAL.

FRONT VIEW

PERSPECTIVE VIEW

END VIEW

ARM ASSEMBLY

"C" ENCLOSURE

PVC ELBOW

WATER SURFACE

BOTTOM SURFACE

SCHEDULE 40

PVC PIPE

ORIFICE

PLATE

PVC TEE

PVC VENT

PIPE

SCHEDULE 40

PVC PIPE

FLEXIBLE

HOSE

PVC END

CAP

PVC PIPE

UNDERSIDE

PVC TEE

PVC END

CAP

WATER ENTRY

UNIT

1/2" HOLES IN RIP-RAP PAD

REQUIRED

UNDER SKIMMER

SECTION A-A

NOTES:

1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG

WHEN PUMPING.

2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY

VARY PER VENDOR SPECIFICATIONS. THE MINIMUM "FOOTPRINT" OF THE BAG SHALL BE 10 x 15

FEET.

3. SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF SUFFICIENT SIZE TO

ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD

BE EXTENDED INTO THIS SLEEVE A MINIMUM OF 6 INCHES AND BE TIGHTLY SECURED WITH A

HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH

A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.

4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING

DISPOSAL OF THE SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED

SEDIMENTS.

5. SEDIMENT FILTER BAG SHALL BE MAINTAINED AND REPLACED WHEN ONE HALF FULL OF

SEDIMENT OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

OPTIONAL

LIFTING

STRAPS

2'-0" MIN.

(TYPICAL)

PLAN VIEW

SEWN-IN CONNECTION

SLEEVE FOR PUMP

DISCHARGE HOSE

SEDIMENT

FILTER BAG

#57 STONE

VARIES W/ GROUND

SLOPE (2'-0" MIN.)

A

A

14'-0" MIN.

EX GROUND LINE

8" MIN.

SEDIMENT

FILTER BAG

2'-0" MIN. 2'-0" MIN.

1:1(TYP.)

FILTER FABRIC USE #57 STONE TO LEVEL BAG

FROM NATURAL GROUND LINE

1:1 (TYPICAL)

2'-0" MINIMUM

10'-0" MINIMUM

SKIMMER SEDIMENT BASIN DETAIL

NOT TO SCALECG502

PLAN VIEW

CROSS SECTION

EARTH DAM

1'-0" MINIMUM FREEBOARD

SEDIMENT

STORAGE

AREA

OUTLET PROTECTION

NOTE:

REFER TO MOST RECENT VERSION OF NC

EROSION AND SEDIMENT CONTROL PLANNING

AND DESIGN MANUAL FOR DESIGN CRITERIA.

MINIMUM

SLOPES

3:1

EMERGENCY SPILLWAY ELEVATION

TOP OF DAM

BAFFLES WITH METAL POSTS,

WOVEN WIRE FABRIC BACKING

AND COIR FIBER NETTING

SEDIMENT TRAP

EMERGENCY SPILLWAY CONSTRUCTED OVER

UNDISTURBED GROUND AND ARMORED WITH

RIPRAP & FABRIC UNDERNEATH

OUTLET

PROTECTION

OUTLET PIPE

EARTH DAM

RETRIEVAL ROPE

WATER LEVEL

DURING

STORM

BAFFLES (TYPICAL) SKIMMER WITH

RETRIEVAL ROPE

RIPRAP

PAD

RISER

PAINTED RED CLEANOUT MARK

LOCATED HALFWAY UP RISER PIPE

TRASH RACK

GATE VALVE OR ORIFICE

ANTI-FLOATATION DEVICE

FILTER DIAPHRAGM OR

ANTI-SEEP COLLAR

OUTLET PIPE

FILTER FABRIC FOR DRAINAGE

MAINTENANCE:

1. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH

RAINFALL. MAKE NEEDED REPAIRS IMMEDIATELY.

2. REMOVE SEDIMENT WHEN 1/2 FULL AND RESTORE THE BASIN TO ITS ORIGINAL

DIMENSIONS.

3. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,

AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE NEEDED

REPAIRS IMMEDIATELY.

4. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.

STANDARD RISER-BARREL SEDIMENT BASIN W/ SKIMMER DETAIL

NOT TO SCALECG502

SEDIMENT FILTER BAG W/ GRAVEL PAD DETAIL

NOT TO SCALECG502

NOTE:

SKIMMER TO BE TETHERED

OUTLET

PROTECTION

NOTES:

1. DAMS SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK

AREA, AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP

SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF

RIPRAP.

2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING

MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE. THE MEASURE

SHALL BE LOCATED SUCH THAT THE WATER DRAINS BACK INTO THE CHANNEL BELOW

THE DOWNSTREAM SANDBAG DAM WITHOUT CAUSING FURTHER EROSION BETWEEN

THE SEDIMENT FILTER BAG AND THE STREAMBANK.

SEDIMENT FILTER BAG W/ GRAVEL PAD.

PROVIDE POSITIVE DRAINAGE FROM

SEDIMENT FILTER BAG TO STREAM.

P

P

WORK AREA LENGTH NOT TO EXCEED THAT

WHICH CAN BE COMPLETED IN ONE DAY

FLOW

STREAMBANK

INTAKE HOSE

STREAM DIVERSION

PUMP

DEWATERING

PUMP

DISCHARGE HOSES

SEDIMENT

DAM

CLEAN

WATER DAM

INTAKE

HOSE

FLOW

DISCHARGE ONTO STABLE RIPRAP

PAD TO PREVENT SCOUR HOLE

SUMP-HOLE FOR POOL

(12" TO 18" DEEP, 2-FT DIAMETER)

TEMPORARY PUMP AROUND SEQUENCE:

1. SET UP PUMP WITH SUCTION AND DISCHARGE HOSE.

2. INSTALL UP-STREAM SANDBAG DAM OR OTHER APPROVED MATERIAL.

3. INSTALL DOWN-STREAM DAM.

4. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.

5. BANKS MUST BE STABILIZED AT THE END OF EACH DAY.

TEMPORARY STREAM DIVERSION DETAIL

NOT TO SCALECG502

ROLLED EROSION CONTROL PRODUCTS DETAIL

NOT TO SCALECG502

NO LONGER USEDCG502

* INSTALL 4FT. MINIMUM OF FILL OVER EXISTING

GROUND SURFACE.

* BRIDGE TO REMAIN IN PLACE UNTIL THE

COMPLETION OF CONSTRUCTION.

* NO CROSSING OF FACILITIES WILL BE ALLOWED

UNTIL APPROVAL BY COMPANY PERSONNEL.

* STEEL PLATES MAY BE SUBSTITUTED FOR TIMBER

MATS.

PIPELINE

SOIL PADDING TO BE EXTENDED 15FT. MIN.

FROM OUTSIDE EDGE OF PIPELINE(S) WITH

4.FT. MINIMUM COVER FROM EXISTING

GROUND SURFACE.

TIMBER MATS

OF NATURAL GRADE

CROSS-SECTION VIEW

PIPELINE

OVERHEAD VIEW SOIL PADDING

WITH TIMBER

MAT BASE

REQUIREMENTS FOR HEAVY EQUIPMENT CROSSING A PIPELINE

NOT TO SCALECG502

8 RIP RAP LINED CHANNEL

NOT TO SCALECG502

SKIMMER DETAIL

NOT TO SCALECG502

VA FORM 08 - 6231

A

M :\2

3\

2.

A

- S al is bu ry

C em et er y\ D ra w in gs

\1

C

D \5

E ro si on

C on tro l P la n

D et ai ls

.d w g 7/

/2

:2

4:

A M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

BID SET

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

E

F

RTNBJK

NOTES:

1. Lime, fertilize and seed before installation. Planting of shrubs, trees, etc. should occur after installation.

2. Slope surface shall be smooth before placement for proper soil contact.

3. Design velocities exceeding 2 feet/second require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes established.

4. Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals.

5. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep and 6 inches wide.

6. For installation on a slope, place RECP 2-3 feet over the top of the slope and into an excavated end trench measuring approximately 12 inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact. Unroll the RECP down the slope maintaining direct contact between the soil and RECP. Secure using staples or pins in a 3 foot center-to-center pattern.

7. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring.

8. Grass-lined channels with design velocities exceeding 6 feet/second should include turf reinforcement mats

9. Check slots to be constructed per manufacturers specifications.

10. Staking or stapling layout per manufacturers specification.

11. If there is a berm at the top of slope, anchor up-slope of the berm.

12. Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities.

13. For slopes less than 3H:1V, rolls may be placed in horizontal strips.

MAINTENANCE:

1. Inspect Rolled Erosion Control Products at least weekly and after each rainfall of 1.0 inch or greater; repair immediately.

2. Good contact with the ground must be maintained, and erosion must not occur beneath the RECP.

3. Any areas of the RECP that are damaged or not in close contact with the ground shall be repaired and stapled.

4. If erosion occurs due to poorly controlled drainage, the problem shall be fixed and the eroded area protected.

5. Monitor and repair the RECP as necessary until ground cover is established.

OVERLAP

6" MIN. LONGITUDINAL

ANCHOR TRENCH

OVERCUT CHANNEL 2"

TO ALLOW BULKING

DURING SEEDBED

PREPARATION

DESIGN DEPTH

6" MIN.

6" MIN.

TYPICAL INSTALLATION

WITH EROSION CONTROL

BLANKETS OR TURF

REINFORCEMENT MATS

INTERMITTENT CHECK SLOT LONGITUDINAL ANCHOR TRENCH

SINGLE-LAP SPLICED ENDS OR BEGIN NEW

ROLL IN AN INTERMITTENT CHECK SLOT

FLOW

PREPARE SOIL AND APPLY SEED BEFORE

INSTALLING BLANKETS, MATS OR OTHER

TEMPORARY CHANNEL LINER SYSTEMS

6" MIN.

OVERLAP

ANCHOR 6"X6" MIN. TRENCH

AND STAPLE AT 12"

INTERVALS

STAPLE OVERLAPS

MAX. 5" SPACING

3" MIN.

OVERLAP

BRING MATERIAL DOWN TO A LEVEL

AREA, TURN THE END UNDER 4"

AND STAPLE AT 12" INTERVALS.

CHECK SLOTS AT

25' INTERVALS

CHANNEL

BOTTOM

STAKES AT 3'-5'

INTERVALS

INITIAL CHANNEL ANCHOR TRENCH

12"

TERMINAL SLOPE AND CHANNEL

ANCHOR TRENCH

CG503

NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION A: SELF-INSPECTION

Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record.

NOTE: The rain inspection resets the required 7 calendar day inspection requirement.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION B: RECORDKEEPING

1. E&SC Plan Documentation

The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit.

The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours.

2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:

(a) This General Permit as well as the Certificate of Coverage, after it is received.

(b) Records of inspections made during the previous twelve months. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records.

PART III

SELF-INSPECTION, RECORDKEEPING AND REPORTING

SECTION C: REPORTING

1. Occurrences that Must be Reported

Permittees shall report the following occurrences:

(a) Visible sediment deposition in a stream or wetland.

(b) Oil spills if:

· They are 25 gallons or more,

· They are less than 25 gallons but cannot be cleaned up within 24 hours,

· They cause sheen on surface waters (regardless of volume), or

· They are within 100 feet of surface waters (regardless of volume).

(c) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.

(d) Anticipated bypasses and unanticipated bypasses.

(e) Noncompliance with the conditions of this permit that may endanger health or the environment.

2. Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be reported to the Department's Environmental Emergency Center personnel at (800) 858-0368.

3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]

PART II, SECTION G, ITEM (4)

DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT

Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).

Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:

(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal shall not commence until the E&SC plan authority has approved these items,

(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,

(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,

(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,

(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and

(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.

NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH

THE NCG01 CONSTRUCTION GENERAL PERMIT

Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction.

GROUND STABILIZATION SPECIFICATION

Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below:

POLYACRYLAMIDES (PAMS) AND FLOCCULANTS

1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved PAMS/Flocculants.

2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.

3. Apply flocculants at the concentrations specified in the NC DWR List of Approved

PAMS/Flocculants and in accordance with the manufacturer's instructions.

4. Provide ponding area for containment of treated Stormwater before discharging offsite.

5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded by secondary containment structures.

HAZARDOUS AND TOXIC WASTE

1. Create designated hazardous waste collection areas on-site.

2. Place hazardous waste containers under cover or in secondary containment.

3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.

EQUIPMENT AND VEHICLE MAINTENANCE

1. Maintain vehicles and equipment to prevent discharge of fluids.

2. Provide drip pans under any stored equipment.

3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project.

4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible).

5. Remove leaking vehicles and construction equipment from service until the problem has been corrected.

6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials.

LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE

1. Never bury or burn waste. Place litter and debris in approved waste containers.

2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) on site to contain construction and domestic wastes.

3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available.

4. Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas and does not drain directly to a storm drain, stream or wetland.

5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers.

6. Anchor all lightweight items in waste containers during times of high winds.

7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow.

8. Dispose waste off-site at an approved disposal facility.

9. On business days, clean up and dispose of waste in designated waste containers.

PAINT AND OTHER LIQUID WASTE

1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.

2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available.

3. Contain liquid wastes in a controlled area.

4. Containment must be labeled, sized and placed appropriately for the needs of site.

5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites.

PORTABLE TOILETS

1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad and surround with sand bags.

2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.

3. Monitor portable toilets for leaking and properly dispose of any leaked material.

Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit.

HERBICIDES, PESTICIDES AND RODENTICIDES

1. Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.

2. Store herbicides, pesticides and rodenticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning.

3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately.

4. Do not stockpile these materials onsite.

CONCRETE WASHOUTS

1. Do not discharge concrete or cement slurry from the site.

2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility.

3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence.

4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail.

5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project.

6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s) closest to the washout which could receive spills or overflow.

7. Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front of the washout. Additional controls may be required by the approving authority.

8. Install at least one sign directing concrete trucks to the washout within the project limits.