Plans-Permits_Jarrell Gardens_Opens 2 3 2026_Opt.pdf

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Attached to
DAVID & PAULINE JARRELL CENTER CITY GARDENS
Solicitation number
302-26COA2
Issued by
Richmond County, North Carolina

About this file

Written by GovTribe AI ·

This file contains comprehensive plans and permits documentation for the David & Pauline Jarrell Center City Gardens construction project in Asheboro, North Carolina, involving the City of Asheboro as the primary agency. The project encompasses landscaping design, site planning, grading, erosion control, and planting specifications across a 3.6-acre site located at 205 S. Cox Street. The scope of work includes demolition of existing structures, installation of hardscape features (parking lot, sidewalks, brick plazas, boardwalks), construction of a recirculating fountain and seating areas, installation of approximately 400+ trees and shrubs, erosion and sedimentation control measures, and phased implementation divided into four phases with Phase One including parking lot grading, required buffer and street tree plantings, temporary sidewalks, and meadow seeding. A non-mandatory pre-bid meeting is scheduled for Tuesday, January 20, 2026, at 2:00 PM at Asheboro City Hall; completed bids must be submitted by 2:00 PM on Tuesday, February 3, 2026, with public opening immediately thereafter. All bidder inquiries must be submitted via email to bids@consultinsight.com by 12:00 PM on Friday, January 30, 2026.

The project is funded through the City of Asheboro's Community Development Block Grant - CARES Act (CDBG-CV) program. Qualified general contractors must hold a valid North Carolina General Contractor's License appropriate to the scope of work and be classified accordingly by the NC Licensing Board of General Contractors. Contract awards will be made through competitive bidding. The project includes permits and approvals from multiple regulatory agencies: City of Asheboro Zoning Compliance Permit, Certificate of Plan Approval for Erosion and Sedimentation Control Plan, NCDOT Commercial Driveway Permit (approved with extension through December 5, 2025), and USACE Delineation Concurrence (SAW-2023-01977) for aquatic resource boundaries. The plans and specifications are dated August 30, 2024, with the project marked as 100% Construction Documents and Phasing. The City of Asheboro is an equal opportunity employer and service provider that strongly encourages participation from historically underutilized businesses, including small, minority-owned, and women-owned enterprises.

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Bid Package_Jarrell Gardens_Opens 2 3 2026.pdf PDF
Bid Notice_Jarrell Gardens.pdf PDF

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PLANS AND PERMITS

• David and Pauline Jarrell Center City Gardens 100% CD and Phasing (August 30, 2024)

• City of Asheboro Zoning Compliance Permit

• Certificate of Plan Approval (Erosion and Sedimentation Control Plan)

• NCDOT Commercial Driveway Permit Application

• USACE Delineation Concurrence (SAW-2023-01977)

• Potential Aquatic Resources Map

S C O X S

T R E E T

CRANFORD STREET

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

OA-6 ZONING

CENTER CITY GARDEN

2024/08/30

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

PROSPECT LANDSCAPE ARCHITECTURE, PLLC

227 GLASCOCK STREET

RALEIGH, NC 27604

919-607-0025

JENWAGNERLANDSCAPE@GMAIL.COM

WWW.PROSPECT-LA.COM

OWNER REVIEW1 08/01/2023

90% DD2 09/12/2023

100% DD3 10/23/2023

PARKING REVISION4 03/29/2024

CD'S AND PHASING5 04/12/2024

08/30/2024

CD'S AND PHASING-REV6 08/30/2024

COV

COVER

SHEET

SITE PLAN NOTES

1. ALL CONSTRUCTION IN RIGHT-OF-WAY PER NCDOT STANDARD.

2. ALL PAVEMENTS TO SLOPE POSITIVELY AWAY FROM ALL BUILDINGS. PONDING OF WATER IS PROHIBITED.

3. THROUGHOUT PROJECT SITE, ALL DIMENSIONS TO BE FIELD VERIFIED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING, EDGE OF WALL, AND/OR FACE OF CURB, UNLESS OTHERWISE NOTED.

4. THE CONTRACTOR, AT ALL TIMES, MUST KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY THE CONTRACTOR, THE CONTRACTOR'S EMPLOYEES OR THE CONTRACTOR'S SUBCONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.

5. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES FROM THE CONTRACT

DOCUMENTS SHALL BE MADE WITH THE EXPRESS WRITTEN PERMISSION OF THE OWNER.

6. LANDSCAPE ARCHITECT AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN

THESE PLANS.

7. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON FIELD DATA AND SURVEY PROVIDED TO LANDSCAPE ARCHITECT.

THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING

SERVICES.

8. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD ANY FIELD CHANGES, ALONG WITH ANY PIPING PRIOR TO CONCEALMENT. DRAWINGS

SHALL BE GIVEN TO THE OWNER AT THE END OF THE PROJECT.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMITS AS ISSUED, AND ANY AND

ALL APPLICABLE STATE, COUNTY AND LOCAL CODES.

10. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE

SATISFACTION OF THE OWNER OF THE IMPROVEMENTS.

11. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, AND/OR ANY OTHER REQUIREMENTS WHICH MUST BE MET UNDER CONTRACT.

12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. FUTURE BUILDING SHOWN IS ILLUSTRATIVE ONLY.

13. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF ALL UNDERGROUND UTILITIES FOR THIS PROJECT WITH THE OWNER'S REPRESENTATIVE PER ALL APPLICABLE

REGULATIONS.

14. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTOR'S ON SITE AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURE SMOOTH TRANSITION

BETWEEN DISCIPLINES.

15. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND APPROVED BY WAKE COUNTY. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE

DURING CONSTRUCTION.

16. TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

17. CONTRACTOR TO COORDINATE WITH CITY AND NCDOT ON ANY GRADING, CLEARING OR GRUBBING IN THE RIGHT-OF-WAY.

18. CONTRACTOR TO COORDINATE WITH OWNER AND POWER COMPANY ON EXISTING LIGHT POLE AND OVERHEAD LINES.

DAVID AND PAULINE JARRELL

CENTER CITY GARDEN

205 S. COX STREET, ASHEBORO, NC

AUGUST 30, 2024

100% CD AND PHASING

SHEET INDEX

COV COVER SHEET

L100 EXISTING CONDITIONS & DEMOLITION PLAN

L200 SITE PLAN

L300 GRADING & EROSION CONTROL PLAN (TO BE FINALIZED )

L301 EROSION CONTROL DETAILS (TO BE FINALIZED)

L302 EROSION CONTROL DETAILS (TO BE FINALIZED)

L303 EROSION CONTROL DETAILS (TO BE FINALIZED)

L400 PLANTING PLAN

L401 PHASING PLAN

L500 PLANTING DETAILS

L501 SITE DETAILS

L502 SITE DETAILS

L503 SITE DETAILS

SITE DATA SUMMARY

PROJECT NAME David & Pauline Jarrell Center City Garden

EXISTING STREET ADDRESS 205 S. Cox Street, Asheboro, NC 27203

EXISTING LOT AREA MULTIPLE LOTS* = 3.6 ACRES TOTAL

EXISTING USE SINGLE FAMILY RESIDENTIAL &VACANT

AREA OF PUBLIC RIGHT-OF-WAY DEDICATION 0 SF

CURRENT ZONING RA-6 AND OA-6

OVERLAY DISTRICT(S) CENTER CITY OVERLAY - TIER 2

PARCEL NUMBER 7751829013, 7751920109, 7751921296, 7751920235

DEED BOOK / DEED PAGE 2629/582, 2674/1733, 2674/1736

EXISTING GROSS BUILDING AREA 2,261 SF

EXISTING BUILDING USE SF RESIDENTIAL/VACANT

PROPOSED GROSS BUILDING AREA TBD

PROPOSED LAND USE PUBLIC USE FACILITY

EXISTING IMPERVIOUS AREA (PRE-DEVELOPMENT) 3,005 SF (2% OF TOTAL PARCELS)

TOTAL IMPERVIOUS AREA (POST-DEVELOPMENT) APPROX. 28,000 SF (18%)

NET CHANGE IN IMPERVIOUS AREA (PROPOSED) 24,995 SF (16%)

IMPERVIOUS ALLOWED 70% (CENTER CITY OVERLAY DISTRICT)

LAND DISTURBANCE .72 ACRES (31,460 SF) - PHASE ONE - SEE SHEET L300

*MULTIPLE PARCELS: .534 ACRES + .49 ACRES + 2.54 ACRES + .04 ACRES = 3.6 ACRES TOTAL (156,816 SF)

By Asheboro Planning & Zoning Department 12-8-25

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Trevor Nuttall Approved

TREE

PROTECTION

FENCE, TYP.

PROTECT

EXISTING

TREES IF

ABLE.

S C O X S

T R E E T

CRANFORD STREET

REMOVE

LEANING OR

UNHEALTHY

TREES, TYP.

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

OA-6 ZONING

EXISTING STRUCTURE

DEMO'D. FUTURE

SITE OF VISITOR'S

CENTER.

REMOVE EXISTING

GRAVEL DRIVEWAYS

REMOVE

EXISTING

WELL,

APPROXIMATE.

CONSULT WITH CITY ON

HEALTH OF PECAN TREE

AND ABILITY TO SAVE.

MAINTAIN HEALTHY

TREES THROUGHOUT

SITE, TYP.

TREES REMOVED WITH

WELL REMOVAL

PROTECT IN PLACE- SEWER

MANHOLE, TOP OF

MANHOLE AT APPROX. 811.5

STORM PIPE

PROTECT POWER

POLE IN PLACE.

REMOVE CURB

TREE

PROTECTION

FENCE, TYP.

TREE

PROTECTION

FENCE, TYP.

DITCHPROTECT

EXISTING TREES

IF ABLE AND

HEALTHY.

CENTER CITY GARDEN

2024/08/30

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

PROSPECT LANDSCAPE ARCHITECTURE, PLLC

227 GLASCOCK STREET

RALEIGH, NC 27604

919-607-0025

JENWAGNERLANDSCAPE@GMAIL.COM

WWW.PROSPECT-LA.COM

OWNER REVIEW1 08/01/2023

90% DD2 09/12/2023

100% DD3 10/23/2023

PARKING REVISION4 03/29/2024

CD'S AND PHASING5 04/12/2024

08/30/2024

CD'S AND PHASING-REV6 08/30/2024

1:30 L100

EXISTING &

DEMO PLAN

NORTH

0 feet60

SCALE: 1"=30'

30 90 120

DEMO NOTES:

· CONTRACTOR TO INSTALL TREE PROTECTION FENCE AS SHOWN TO PROTECT EXISTING TREES BEFORE ANY

DEMOLITION OR GRADING OCCURS.

· ALL STRUCTURES TO BE DEMOLISHED BEFORE CONSTRUCTION. CONSULT WITH CITY AND LANDSCAPE ARCHITECT

TO CONFIRM DEMOLITION EXTENTS.

· NO DISTURBANCE IN WETLANDS UNLESS APPROVED BY DEQ AND ARMY CORPS IN LIMITED AREAS.

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1" EIP W/CAP, FLUSH NAD 83 (2011) COORDINATES: N: 712,161.09 E: 1,758,894.15

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3/4" EIP, FLUSH

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1" EIP, DOWN 5"

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3/4" EIP, DOWN 2"

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5/8" EIR @ BASE OF TREE, FLUSH

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CP

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3/4" EIP, BENT, UP 18"

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NIP

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1" EIP IN CONC., FLUSH

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1" EIP, UP 3"

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2" EIP, UP 10"

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1.5" EIR, DOWN 2"

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1" EIP, UP 1"

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1" PINCH EIP (NOT USED)

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C/L INTERSECTION OF ACADEMY & S. COX STS.

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47'

25'

34'

R8'

R18'

R10'

S C O X S

T R E E T

CRANFORD STREET

RAISED

BOARDWALK,

SEE DTL.

6/L502

CHAPEL HILL GRIT

BETWEEN PLANTS IN

HEIRLOOM GARDEN,

SEE DTL. 6, L501

CHAPEL HILL GRIT 3'

WIDE PATH IN

NATURE PLAY, SEE

DTL. 5/L501

BRICK PLAZA,

POTENTIAL FOR

DONOR PAVERS,

SEE DTL. 6/L501

BRICK PLAZA,

POTENTIAL FOR

DONOR PAVERS,

SEE DTL. 6, L501

FESCUE LAWN

BRICK ENTRY

PLAZA, SEE DTL.

6/L501

1-3' WIDE MULCH

PATHS, TYP.

RECIRCULATING

FOUNTAIN, SEE

DTL. 4/L502

ASPHALT

PARKING LOT,

SEE DTL. 2,L502

CONCRETE CURB

AND GUTTER, SEE

DTL. 3,L502

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

RA-6 ZONING

OA-6 ZONING

2 ADA SPACES

ADA SIGNS, SEE DTL.

1/L503.

PERGOLA, SEE

DTL. 4/L501

POTENTIAL

LOCATION FOR

HISTORIC

ATTORNEY'S

OFFICE

6.0'

6'

TREE PROTECTION

FENCE, TYP.

FUTURE VISITOR

CENTER TBD (DESIGN

BY OTHERS)

10' WIDE MAINTENANCE ACCESS

TO GARDEN

(USE EXISTING CURB CUT,

PROTECT EXISTING TREES AND

SHIFT OUT OF TYPE C PROTECTIVE

YARD AS QUICKLY AS POSSIBLE.)

COMPACTED ABC

NEW BLDG:

15'-25' FROM

ROW

SEATING

AREA

6' TALL WOODEN FENCE OR

MASONRY WALL, SEE DTL.

1/L501.

REPLACE

SIDEWALK IN

RIGHT-OF-WAY AS

NEEDED.

TERMINATE

BOARDWALK WITH

SEATING AREA AND

RAILING.

5' WIDE BRICK

PAVER BAND

EXISTING SEWER

MANHOLE TO

REMAIN.

EXISTING SEWER

LINE

EXISTING SEWER

LINE

6' TALL WOODEN FENCE OR

MASONRY WALL, SEE DTL.

1/L501.

6' TALL ORNAMENTAL PICKET

FENCE ALONG FRONT AND

VISIBLE AREAS, SEE DTL.

1/L501.

70' X 10' SIGHT

DISTANCE

TRIANGLE

RAISED

BOARDWALK, SEE

DTL. 6/L502

TYPE 1 MODIFIED

CURB RAMP, SEE

DTL. 1/L502

CONCRETE SIDEWALK,

SEE DTL. 2/L501

4" WIDE WHITE

PARKING LOT

STRIPING

CONCRETE SIDEWALK,

WITH THICKENED EDGE

ALONG PARKING

LOT,SEE DTL. 3/L501

R70'

37'

65'

R36'

R34'

R39'

R55'

R31'

R58'

R6'

R108'

LANDSCAPE

ARCHITECT TO

STAKE PATH IN FIELD

14', TYP,

EDUCATIONAL

SIGNAGE OR ART

24" TALL SEAT

WALL, SEE DTL.

5/L502

6.0'

6.0'

CONCRETE SIDEWALK,

SEE DTL. 2/L501

CONCRETE SIDEWALK,

SEE DTL. 2/L501

SQUARE

6' TALL

ORNAMENTAL

PEDESTRIAN GATE,

SEE DTL. 6/L503

10' TYPE C BUFFER, TYP.

NATURE PLAY

ELEMENTS, SEE

DTL. 4/L503

TREE PROTECTION

FENCE, TYP.

10' TYPE C BUFFER, TYP.

18'

22'

18'

6'

R5'

7'

5'

11'

27'

50' 6'

14'

R25' R5'

WATER METER AND

LIGHT POLE TO REMAIN

6' WIDE

CONCRETE

SIDEWALK

CONNECTS TO

RIGHT OF WAY

DRIVEWAY

CENTERED ON

EXISTING CURB

CUT

22'

TREE PROTECTION

FENCE, TYP.

BENCH, TYP. SEE

DTL. 2/L503

LIGHT POLE, TYP. SEE

NOTE THIS PAGE.

PATH LIGHT, TYP. SEE

NOTE THIS PAGE.

6' TALL WOODEN FENCE OR

MASONRY WALL, SEE DTL.

1/L501.

6' TALL WOODEN FENCE OR

MASONRY WALL, SEE DTL.

1/L501.

6' TALL WOODEN FENCE OR

MASONRY WALL, SEE DTL.

1/L501.

6' TALL ORNAMENTAL PICKET

FENCE ALONG FRONT AND

VISIBLE AREAS, SEE DTL.

1/L501.

6' TALL ORNAMENTAL PICKET

VEHICULAR GATE, SEE DTL.

1/L501.

6' TALL ORNAMENTAL PICKET

PEDESTRIAN GATE, SEE DTL.

1/L501.

6' TALL ORNAMENTAL PICKET

FENCE ALONG FRONT AND

VISIBLE AREAS, SEE DTL.

1/L501.

PROPERTY

LINE, TYP.

WETLAND

LIMITS,TYP.

CENTER CITY GARDEN

2024/08/30

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

PROSPECT LANDSCAPE ARCHITECTURE, PLLC

227 GLASCOCK STREET

RALEIGH, NC 27604

919-607-0025

JENWAGNERLANDSCAPE@GMAIL.COM

WWW.PROSPECT-LA.COM

OWNER REVIEW1 08/01/2023

90% DD2 09/12/2023

100% DD3 10/23/2023

PARKING REVISION4 03/29/2024

CD'S AND PHASING5 04/12/2024

08/30/2024

CD'S AND PHASING-REV6 08/30/2024

1:30 L200

SITE PLAN

NORTH

0 feet60

SCALE: 1"=30'

30 90 120

SITE NOTES:

· PARKING LOT LIGHTS (2) LEASED FROM DUKE ENERGY. FIXTURE: MITCHELL TOP HAT LED. POLE: DECORATIVE

ALUMINUM STYLE V.

· LOW VOLTAGE PATH LIGHTS IN PARK AS SHOWN. UNIQUE NEUTRON PATH LIGHT 18 IN. RISER ALUMINUM BRONZE

FINISH 2W 2700K LED (OR SIMILAR.) FINAL LOCATIONS AND QUANTITY TBD AFTER PATH LAYOUT.

· TREE UPLIGHTS AT TREES AS SHOWN. SEE SHEET L400 FOR TREE LOCATIONS. VISTA GR-5006 UP LIGHT ALUMINUM

HOUSING ARCHITECTURAL BRONZE 4.5W 2950K 36 DEGREE LED (OR SIMILAR). TREE UPLIGHTS MAY BE INSTALLED A FEW YEARS AFTER INSTALLATION TO ALLOW TREES TIME TO GROW. FINAL LOCATIONS AND QUANTITY TBD.

· CONTRACTOR TO PROVIDE CONDUIT UNDER SIDEWALKS FOR IRRIGATION AND LIGHTING.

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20'UNKNOWN HARDWOOD

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AutoCAD SHX Text floodprone soils flags - red wetlands flags - yellow

+816

+816

+816

817.1+

PROVIDE NAG C125

15"HDPE->

TD

D

TD

D

TD

D

TDD>

TDD>

TDD>

TDD>

TDD>

TDD>

TDD>

TDD>

TDD>

5'

DAM

: 8

.5

SKIMMER

BASIN 25'x45'

5'DAM:814.5

20'UNKNOWN HARDWOOD

808.18

SS

SS

SS

SS

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SS

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SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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SS

109.47'

5.13'

TDD>

TDD>

TDD>

TDD>

TDD>

TDD>

SPILLWAY: 814.0

2' DEEP AT 2:1

1.5" SKIMMER

w/ 3/4" ORIFICE

+814.0

TD

D

TDD>

817.3

817.8

+817.5

FUTURE

BUILDING

FUTURE

BUILDINGS

+817.2 +

817.7

+816.8 + 817.3

NORTH

0 feet60

SCALE: 1"=30'

30 90 120

General Notes

Scale

Project

Date

Sheet

CENTER CITY GARDEN

2024/09/26

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

1"=30' L300

GRADING

B&F CONSULTING, INC.

2805 TOBERMORY LANE

RALEIGH, NC 27606

919-618-0180

RUSSELL.BRIGGS@BANDFCONSULTING.COM

NC LICENSE C-2149

OWNER REVIEW1 08/01/2023

AND

EROSION PLAN

FB

CONSULTING

X X

EROSION CONTROL LEGEND

NOTE: NOT ALL ITEMS ARE SHOWN ON EACH PLAN

LIMITS OF DISTURBANCE

TEMPORARY DIVERSION DITCH

TREE PROTECTION FENCING

SILT FENCE

TEMPORARY INLET PROTECTION

WITH BAFFLE AND SKIMMER

RIP-RAP OUTLET PROTECTION

CONSTRUCTION ENTRANCE

GENERAL NOTES

1. REFER TO GENERAL NOTES LISTED ON SHEETS COV & L100 FOR EXISTING SURVEY DATA AND

GENERAL SITE NOTES.

2. NO CHANGES MAY BE MADE TO THE APPROVED DRAWINGS WITHOUT WRITTEN PERMISSION

FROM THE ISSUING AUTHORITY.

3. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF ASHEBORO STANDARDS AND

SPECIFICATIONS, RANDOLPH COUNTY EROSION CONTROL, NCDOT AND STATE AND LOCAL

GOVERNING STANDARDS AND APPLICABLE CODE REQUIREMENTS.

4. NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND IN THE PLAN DESIGN DURING

CONSTRUCTION.

5. CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL CONSTRUCTION TRADES BEFORE

CONSTRUCTION BEGINS.

6. ALL BUILDINGS SHALL BE TAKEN FROM ARCHITECTURAL DRAWINGS.

7. ANY AND ALL SIGNAGE SHOWN IS SCHEMATIC AND SHALL BE CONSTRUCTED PER CITY OF

ASHEBORO STANDARDS AND SHALL BE APPROVED PER THE APPROPRIATE DEPARTMENT.

SURVEY NOTES:

1. BEARINGS AND DISTANCES FOR PHASE PERIMETER ARE PROVIDED ON THE OVERALL SITE PLAN.

2. CONTOUR ELEVATIONS SHOWN FOR THIS PROPERTY ARE FIELD SURVEYED AND SHOWN AT 1'

CONTOUR ELEVATION INTERVALS, TIED TO NAVG88 AND NAD83.

3. BOUNDARY INFORMATION AND BUILDING SETBACKS SHALL BE FIELD VERIFIED BY PROFESSIONAL

SURVEYOR PRIOR TO CONSTRUCTION STAKING AND FOOTING CONSTRUCTION BEGINS.

DEMOLITION NOTES:

1. SEE SHEET L100 FOR DEMOLITION DESIGN AND REQUIREMENTS.

GRADING PLAN GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO CITY OF ASHEBORO STANDARD SPECIFICATIONS

AND CONSTRUCTION DETAILS, AND EROSION CONTROL MUST CONFORM TO NCESC PLANNING

& DESIGN MANUAL AND RANDOLPH CO S&EC PLAN REVIEW MANUAL.

2. SEE COVER SHEET FOR ADDITIONAL NOTES APPLYING TO THIS PROJECT.

3. SEE SHEET L300 FOR STORM DRAINAGE SUMMARY DESIGN INFORMATION.

4. STOCKPILE LOCATIONS WILL BE AS NEEDED AND DETERMINED IN THE FIELD DUE TO SOIL

TYPES AND CONDITIONS. IF REQUIRED, ADDITIONAL AREA OUTSIDE SITE DISTURBANCE AREA

WILL BE SUBMITTED AND APPROVED BY RANDOLPH COUNTY AND THE APPROPRIATE

DISTURBED AREA FEE PAID BY THE DEVELOPER.

5. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY GRADING ON THE SITE.

6. ALL HANDICAPPED SPACES AND ACCESSIBLE ROUTES SHALL CONFORM TO THE N.C.

BUILDING CODE, VOLUME 1-C, ACCESSIBILITY CODE.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF ANY

EASEMENTS PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY.

8. ALL GRADES SHOWN ARE FINISHED GRADES AND SHOULD INCLUDE LANDSCAPE MULCHING

SURROUNDING THE CONSTRUCTION AS SHOWN ON THE LANDSCAPING PLANS. NEVER FILL

MULCH ABOVE THE FFE (FINISHED FLOOR ELEVATION)

9. THE SIDEWALK SHALL MEET THE BUILDING AT FFE AT ALL ACCESS POINTS.

10. REFERENCE GENERAL NOTES ON SHEETS COV & L100.

DRAINAGE/EROSION CONTROL NOTES:

1. A PRE-CONSTRUCTION MEETING WITH THE CITY OF ASHEBORO AND RANDOLPH COUNTY

ENVIRONMENTAL INSPECTOR WILL BE REQUIRED BEFORE BEGINNING ANY CONSTRUCTION.

2. INLET PROTECTION WILL BE PROVIDED AROUND EACH CATCH BASIN AND STORM INLET SHOWN ON

THE CONSTRUCTION DRAWINGS.

3. ANY STORM DRAINAGE EASEMENTS LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY SHALL BE

MAINTAINED BY THE PROPERTY OWNER AND SHALL BE DESIGNATED "PRIVATE DRAINAGE EASEMENT"

ON A RECORDED PLAT.

4. SEE DRAINAGE DESIGN CHART ON SHEET L300 FOR ALL STORM ELEVATIONS, PIPES AND SLOPES.

5. TEMPORARY DITCH LINING INFORMATION SHOWN ON SHEET L300 ALONG TDD LIMITS AS NEEDED.

6. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING IN ALL LOCATIONS.

7. ALL DOWNSPOUTS AND ROOF DRAINS SHALL BE RELEASED TO A BOOT AND SPLASHBLOCK AND

DIRECTED AWAY FROM THE BUILDING.

8. EROSION CONTROL PLANS SHALL BE APPROVED PRIOR TO ANY GRADING ON THIS SITE.

DISTURBED AREA*: 1.29 AC (56,030 SF)

*INCLUDES ALL GRADING/EROSION CONTROL MEASURES AND 2' OUTSIDE ALL HARDSCAPE AREAS

TEMPORARY SEDIMENT BASIN

FINAL DRAWING - NOT RELEASED

FOR CONSTRUCTION

FINAL DRAWING - NOT RELEASED

FOR CONSTRUCTION

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S. COX STREET

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CRANFORD STREET

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AutoCAD SHX Text N77°14'44"W 78.68'

AutoCAD SHX Text S10°21'41"W 12.34'

AutoCAD SHX Text N78°47'37"W 132.48'

AutoCAD SHX Text S9°04'16"W 99.53'

AutoCAD SHX Text S80°08'43"E

AutoCAD SHX Text 210.96'

AutoCAD SHX Text N9°24'58"E 5.36'

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AutoCAD SHX Text 209.08'

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AutoCAD SHX Text N9°16'58"E 58.93'

AutoCAD SHX Text N9°15'46"E 54.65'

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S80°16'20"E 114.60' (TOT.)

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N9°24'58"E 61.09' (TIE)

AutoCAD SHX Text N78°22'14"W 210.04'

AutoCAD SHX Text S80°20'50"E 209.56'

AutoCAD SHX Text N9°12'13"E 104.76'

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S. COX STREET

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CRANFORD

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STREET

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50' PUBLIC R/W

AutoCAD SHX Text N16°48'02"E

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184.58'(TIE)

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S78°47'37"E 9.02' (TIE)

AutoCAD SHX Text S82°22'12"E

AutoCAD SHX Text 83.04'

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S82°22'12"E 83.04' (TIE)

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TDD>

General Notes

Scale

Project

Date

Sheet

CENTER CITY GARDEN

2024/09/26

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

N.T.S.

L301

EROSION

B&F CONSULTING, INC.

2805 TOBERMORY LANE

RALEIGH, NC 27606

919-618-0180

RUSSELL.BRIGGS@BANDFCONSULTING.COM

NC LICENSE C-2149

OWNER REVIEW1 08/01/2023

CONTROL

FB

CONSULTING

DETAILS

DATE: PAGE:

CONSTRUCTION ENTRANCE / EXIT

EFFECTIVE DATE: 11/12/2020

Construction:

1. Clear the entrance and exit area of all vegetation, roots, and other objectionable material and properly grade it.

2. Place the gravel to the specific grade and dimensions shown on the plans, and smooth it.

3. Provide drainage to carry water to a sediment trap or other suitable outlet.

4. Use geotextile fabrics in order to improve stability of the foundation in locations subject to seepage or high water table.

Maintenance:

1. Per NCG-01 inspect at least once a week and after each 1 inch or greater rainfall;

make any required repairs immediately.

2. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may require periodic topdressing with 2 inch stone.

3. Immediately remove all objectionable materials spilled, washed or tracked onto public roadways.

Public Road

2-3" Course Aggregate

6" Min.

As R eq uir ed

' M in.

50' Min. or To Front of House

..\..\..\..\..\Desktop\E&SC CAD Drawings\NCDEQ Logo.JPG INLET PROTECTION

DATE: PAGE:

..\..\..\..\..\Desktop\E&SC CAD Drawings\NCDEQ Logo.JPG

EFFECTIVE DATE: 11/12/2020

Construction:

1. Uniformly grade a shallow depression approaching the inlet.

2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet. Space posts evenly around the perimeter of the inlet, a maximum of 4 feet apart.

3. Surround the posts with wire mesh hardware cloth. Secure the wire mesh to the steel posts at the top, middle, and bottom. Placing a 2-foot flap of the wire mesh under the gravel for anchoring is recommended.

4. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a height of 16 inches around the wire, and smooth to an even grade.

5. Once the contributing drainage area has been stabilized, remove accumulated sediment, and establish final grading elevations.

6. Compact the area properly and stabilize with groundcover.

Maintenance:

1. Inspect inlet protections at least once a week and after each 1 inch or greater rainfall. Make any required repairs immediately.

2. Clear the mesh wire of any debris or other objects to provide adequate flow for subsequent rains. Take care not to damage or undercut the mesh during sediment removal.

3. Replace stone as needed.

4' MAX

3'

16"

2'

2:1

19-GAUGE HARDWARE CLOTH

(1/4 MESH OPENINGS)

NCDOT #5 OR #57

WASHED STONE

FILTERED

WATER

NCDOT #5 OR #57

WASHED STONE

PROJECT NOTES

1. ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH ALL CITY OF ASHEBORO, RANDOLPH COUNTY AND NCDENR STANDARDS AND SPECIFICATIONS.

2. THE CONTRACTOR SHALL VERIFY CONDITIONS, INCLUDING THE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES, PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. THE CONTRACTOR SHALL CONTACT NC ONE CALL AT 1-800-632-4949 TO LOCATE ALL UTILITIES PRIOR TO THE

BEGINNING OF CONSTRUCTION.

3. RANDOLPH COUNTY AND NCDENR LAND QUALITY RESERVE THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS

IMPLEMENTATION PROVE TO BE INADEQUATE.

SELF INSPECTION NOTICE

NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM

THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF- INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH THE NCGS 113A-54.1 AND 15A NCAC 48.0131. THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM

HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS

IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE OFFICE AT 919-791-4200NCG01 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.

CONSTRUCTION SEQUENCE

1. Obtain a land-disturbing permit. Schedule a preconstruction conference as necessary with the NCDEQ-DEMLR Land

Quality Erosion and Sediment Control Officer (336-776-9880) and the Town of Asheboro.

2.Install the gravel construction entrance and the skimmer basin. Then, construct the temporary diversions to the skimmer basins. Clear only as necessary to install these devices. Seed any temporary diversions, berms and basins immediately after construction.

3.Call for an onsite inspection by the Erosion and Sediment Control Officer with NCDEQ-DEMLR to obtain a Certificate of Compliance.

4.Begin clearing and grubbing within the limits of the Temporary Diversion Ditches. Stabilize the perimeter slopes of the project within 3 days of any portion of that slope being brought up to grade.

5.Install storm and protect inlets with block and gravel inlet controls, sediment traps or other approved measures. The most downstream section of storm drain will be installed only to the skimmer basin and extended only after the skimmer basin is decommissioned.

6.Compete the parking area. Stabilize with vegetation and/or paving. Seed and mulch denuded areas per Ground Stabilization Time Frames.

7.When the parking area construction is complete and the site is stabilized, call for an interim inspection by the NCDEQ-DEMLR Land Quality Erosion and Sediment Control Officer.

8.If the site is approved as stabilized, remove the skimmer basin and extend the storm drainage pipe to the outlet point.

9.Next, prepare to modify the existing channel. Ensure that no rain is forecast for a period of three days. The grading of the channel MUST be accompanied by IMMEDIATE stabilization with the Photodegradable Channel Liner (North American Green C125 or equal). To this end, NO MORE THAN 50' of channel may be graded at any one time. Then that section MUST be stabilized before the next section is graded.

10. When vegetation has become established, call for a final site inspection by the NCDEQ-DEMLR Land Quality Erosion and Sediment Control Officer.

DATE: PAGE:

ROLLED EROSION CONTROL PRODUCTS (RECP)..\..\..\..\..\Desktop\E&SC CAD Drawings\NCDEQ Logo.JPG

EFFECTIVE DATE: 11/12/2020

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. Pin using staples or pins in a 3 feet 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 upslope 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 rain of 1 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

FLOWPrepare 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

Botto m

Stakes at 3'-5' intervals

Initial channel anchor trench

12"

Terminal slope and channel anchor trench

FINAL DRAWING - NOT RELEASED

FOR CONSTRUCTION

FINAL DRAWING - NOT RELEASED

FOR CONSTRUCTION

Project

Date

Sheet

CENTER CITY GARDEN

2024/09/26

Revision/IssueNo. Date

Designed By:

CITY OF ASHEBORO

DAVID & PAULINE JARRELL CENTER CITY GARDEN

205 S. Cox Street, Asheboro, NC 27203

Project/Client:

N.T.S.

L302

EROSION

B&F CONSULTING, INC.

2805 TOBERMORY LANE

RALEIGH, NC 27606

919-618-0180

RUSSELL.BRIGGS@BANDFCONSULTING.COM

NC LICENSE C-2149

OWNER REVIEW1 08/01/2023

CONTROL

FB

CONSULTING

DETAILS

SILT FENCE OUTLET

DATE: PAGE:

..\..\..\..\..\Desktop\E&SC CAD Drawings\NCDEQ Logo.JPG

EFFECTIVE DATE: 11/12/2020

3' FILTER FABRIC

ON GROUND

STEEL FENCE POST

WIRE FENCE

FILTER OF #57

WASHED STONE

BURY 6" OF UPPER EDGE OF

FILTER FABRIC IN TRENCH

BURY WIRE FENCE AND HARDWARE CLOTH

TOP OF SILT FENCE

MUST BE AT LEAST 1'

ABOVE THE TOP OF

THE WASHED STONE

SILT FENCE

FRONT VIEW

SECTION VIEW

STEEL FENCE POST

SET MAX 2' APART

MIN. 18" INTO SOLID

GROUND

BURY WIRE FENCE,

FILTER FABRIC,

AND HARDWARE

CLOTH IN TRENCH

4' MIN.

HARDWARE CLOTH

MAINTENANCE:

1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch or greater rainfall event. Complete any required repairs immediately.

2. Freshen stone when sediment accumulation exceeds 6 inches.

3. Keep mesh free of debris to provide adequate flow.

4. Remove sediment when half of stone outlet is covered.

5. Replace stone as needed to facilitate de-watering.

NOTES:

1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.

2. Stone outlets should be placed on low elevation areas of silt fence and based on field conditions.

DATE: PAGE:

TREE PROTECTION ZONES..\..\..\..\..\Desktop\E&SC CAD Drawings\NCDEQ Logo.JPG

EFFECTIVE DATE: 11/12/2020

MATURE TREE PROTECTION ZONE RADIUS

TRUNK

DIAMETER

GOOD

PROTECTION

BETTER

PROTECTION

BEST

PROTECTION

8 INCHES 10 FEET 12 FEET 20 FEET

12 INCHES 15 FEET 18 FEET 30 FEET

16 INCHES 20 FEET 24 FEET 40 FEET

20 INCHES 25 FEET 30 FEET 50 FEET

NOTES:

1. Leave critical areas (such as flood plains, steep slopes and wetlands) with desirable trees in their natural condition or only partially cleared.

2. Select trees to be preserved before siting roads, buildings or other structures.

3. Minimize trenching in areas with trees. Place several utilities in the same trench.

4. Prohibit or restrict access to tree protection zones(TPZ). Post "Keep Out" signs on all sides of fencing and do not store construction equipment or materials in TPZ.

5. Monitor trees using a professional or train your staff to monitor tree health during and after construction on a regular, frequent basis.

6. Assign a crew member to weekly TPZ fence integrity checks.

Repair and replace TPZ fencing as needed.

MAINTENANCE:

1. Prune any damaged trees. In spite of precautions, some damage to protected trees may occur. In such cases, repair any damage to the crown, trunk, or root system immediately.

2. Repair roots by cutting off the damaged areas and painting them them with tree paint. Spread peat moss or moist topsoil over exposed roots.

3. Repair damage to bark by trimming around the damaged area, taper the cut to provide drainage and paint with tree paint.

4. Cut off all damaged tree limbs above the tree collar at the trunk or main branch. Use three separate cuts to avoid peeling bark from healthy areas of the tree.

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…

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