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www.mckimcreed.com

243 North Front Street

Wilmington, North Carolina 28401

Phone: (910)343-1048 , Fax: (910)251-8282

PROJECT AERIAL

SCALE: 1" = 200'

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CAROLINA MARINE TERMINAL

LOADOUT BUILDING ANNEX

3330 RIVER ROAD

WILMINGTON, NORTH CAROLINA

TRC SUBMITTAL

SEPTEMBER 13,2017

NORTH

NC LICENSE NO. F-1222

OWNER / DEVELOPER:

ALTAMAR, INC.

3330 RIVER ROAD

WILMINGTON, NC 28412

OWNER'S DESIGNATED REPRESENTATIVE:

MICHAEL MCCARLEY, PRESIDENT

ALTAMAR, INC.

mike@admci.com

(910) 395-4777

PROJECT ENGINEER / REPRESENTATIVE:

ERIC SEIDEL, PE

McKIM & CREED, INC.

243 NORTH FRONT STREET

WILMINGTON, NORTH CAROLINA 28401

eseidel@mckimcreed.com

(910) 343-1048

PROJECT ADDRESS:

3330 RIVER ROAD

WILMINGTON, NC 28412

TAX PARCEL IDENTIFICATION NUMBER:

R06400-001-004-000

PROPERTY ZONING:

IND - INDUSTRIAL

Know what's below.before you dig.Call

R

SHEET INDEX

SHEET # DESCRIPTION

G-0 COVER SHEET

G-1 OVERALL SITE INVENTORY PLAN

G-2 LOADOUT BUILDING ANNEX SITE PLAN

C-1GRADING, DRAINAGE, & EROSION CONTROL PLAN

C-2 EROSION CONTROL DETAILS

REF. NCONE MAP AERIAL 2012

NORTH

SITE

VICINITY MAP

Not To Scale

CAROLINA MARINE TERMINAL

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

1 inch

Date:____________ Permit #_______

Signed: ________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

PRELIMINARY - NOT FOR CONSTRUCTION

CITY OF WILMINGTON STANDARD NOTES:

1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING, CLEARING OR GRADING AT 1-800-632-4949.

2. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR

GROVES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.

3. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT

CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING, OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS.

4. NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND APPROVED. PROTECTIVE FENCING IS

TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION

METHODS.

5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.

6. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE

SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL

STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE COST OF SUCH

INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET

NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.

7. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.

8. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY APRON PANELS AND CURB & GUTTER SECTIONS SHALL BE REPLACED BY THE CONTRACTOR.

9. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS.

10. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE SHALL APPLY WITH THE CFPUA IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A

REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.

11. CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY.

12. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS.

13. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING REGARDING THE INSTALLATION OF TRAFFIC AND STREET NAME SIGNS.

PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.

14. CONTACT TRAFFIC ENGINEERING AT 910-341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN.

15. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING PRIOR TO ACTUAL STRIPING.

16. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.

17. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER.

18. STOP SIGNS AND STREET SIGNS TO REMAIN IN PLACE DURING CONSTRUCTION.

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DESCRIPTIONS DATEREV.NO.

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

M&C FILE NUMBER

DRAWING NUMBER

REVISION

SEAL

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

DATE:

MCE PROJ. #

SEAL

www.mckimcreed.com

License: F-1222

CAROLINA MARINE TERMINAL

LOADOUT BUILDING ANNEX (2017)

Wilmington, NC

3057-0017

09/06/17

PRELIMINARY NOT FOR CONSTRUCTION A

EAS

EAS

RMC

RMC

243 North Front Street

Phone: (910)343-1048 , Fax: (910)251-8282

Wilmington, North Carolina 28401

A

Carolina Marine Terminal

3330 River Road

Wilmington, NC 28412

P

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OVERALL SITE INVENTORY PLAN

CP101

1"=60'

NA

G-1

2 of 5

SITE INVENTORY GENERAL INFORMATION

NORTH

SITE

VICINITY MAP

Not To Scale

060' 60' 120'

SCALE: 1"=60' (Horiz.)

IMPERVIOUS AREA (EXISTING)

BUILDINGS/STRUCTURES EXISTING89,926

SF

PAVEMENT AREAS79,135

SF

OTHER (GRAVEL, LAYDOWN AREAS, MISC.) 268,971SF

TOTAL (EXISTING-CURRENT) 438,032SF

PERCENTAGE (IMPERVIOUS AREA/TRACT AREA) =54.27 %

IMPERVIOUS AREA (EXISTING/APPROVED DOMES #8- #10)

BUILDINGS/STRUCTURES EXISTING61,247

SF

PAVEMENT AREAS24,712

SF

OTHER (GRAVEL, LAYDOWN AREAS, MISC.)13129 SF

TOTAL (EXISTING/APPROVED DOMES #8 - #10) 99,088SF

PERCENTAGE (IMPERVIOUS AREA/TRACT AREA) =12.28 %

IMPERVIOUS AREA (LOADOUT BUILDING ANNEX)

BUILDINGS/STRUCTURES PROPOSED 4000 SF

TOTAL (LOADOUT BUILDING ANNEX)

4000 SF

TOTAL BUILDING LOT COVERAGE: 155,173 SF / 789,307 SF = 19.66%

OVERALL IMPERVIOUS

TOTAL IMPERVIOUS (FUTURE BUILD OUT) 541,120SF

TOTAL IMPERVIOUS PERMITTED (SW8 050126) 609,840SF

CONSERVATION RESOURCE IMPACTS

TOTAL AREA OF CAMA AEC LINE70,912

SF

IMPERVIOUS IMPACT IN CAMA AEC LINE 2676 SF

PERCENTAGE (IMPERVIOUS/AEC) (NCAC 07H.0209 (D))

3.77 % << 30%

TOTAL AREA OF CITY CONSERVATION RESOURCE

100' SETBACK LINE

96,121SF

IMPERVIOUS IMPACT IN 100' SETBACK LINE4,408

SF

PERCENTAGE (IMPERVIOUS/CITY CONSERVATION

SETBACK) (SEC. 18-341 (D) (5))

4.59 % << 25%

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

1 inch

PARKING CALCULATIONS

CURRENT USE: INDUSTRIAL

TOTAL SPACES 15

ACCESSIBLE SPACES PROVIDED

1 (Meets 1 per 25 Spaces Reqd)

Date:____________ Permit #_______

Signed: ________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

SITE DATA:

SITE AREA: 18.12 Ac. +/-

TAX PARCELS: DB 1560, PG388

BUILDING SETBACKS: REQUIRED PROPOSED

FRONT = 50' 50'

REAR = 0' 0'

SIDE = 0' 50'

MAX BLDG. HEIGHT = 35' 35'

PARKING DATA: (APPROVED 5/14/09)

1.5 SPACES /EMPLOYEE x 19 EMPLOYEES = 21.85 SPACES REQUIRED

22 SPACES EXISTING

1 H/C SPACE PROVIDED

* TRASH DISPOSAL HANDLED BY EXISTING ON SITE DUMPSTER.

* ALL EXISTING STRUCTURES ABOVE 35' MAX. HEIGHT HAVE MET

ADDITIONAL SETBACK REQUIREMENTS FOR INCREASED

INCREMENTAL HEIGHT AND HAVE BEEN PREVIOUSLY REVIEWED

& APPROVED.

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REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

M&C FILE NUMBER

DRAWING NUMBER

REVISION

SEAL

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

DATE:

MCE PROJ. #

SEAL

www.mckimcreed.com

License: F-1222

CAROLINA MARINE TERMINAL

LOADOUT BUILDING ANNEX (2017)

Wilmington, NC

3057-0017

09/06/17

PRELIMINARY NOT FOR CONSTRUCTION A

EAS

EAS

RMC

RMC

243 North Front Street

Phone: (910)343-1048 , Fax: (910)251-8282

Wilmington, North Carolina 28401

A

Carolina Marine Terminal

3330 River Road

Wilmington, NC 28412

P

R

E

L

I

M

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N

A

R

Y

N

O

T

F

O

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LOADOUT BUILDING SITE PLAN

CP102

1"=20'

NA

G-2

3 of 5

NORTH

SITE

VICINITY MAP

Not To Scale

020' 20' 40'

SCALE: 1"=20' (Horiz.)

SITE INVENTORY GENERAL INFORMATION

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

1 inch

CONSERVATION RESOURCE IMPACTS

TOTAL AREA OF CAMA AEC LINE70,912

SF

IMPERVIOUS IMPACT IN CAMA AEC LINE 2676 SF

PERCENTAGE (IMPERVIOUS/AEC) (NCAC 07H.0209 (D))

3.77 % << 30%

TOTAL AREA OF CITY CONSERVATION RESOURCE

100' SETBACK LINE

96,121SF

IMPERVIOUS IMPACT IN 100' SETBACK LINE4,408

SF

PERCENTAGE (IMPERVIOUS/CITY CONSERVATION SETBACK)

(SEC. 18-341 (D) (5))

4.59 % << 25%

Date:____________ Permit #_______

Signed: ________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

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12' X 50' CONSTRUCTION

ENTRANCE TO EXISTING

ROADWAY IN PORT YARD.

TEMPORARY INLET PROTECTION

DANDY SACK® OR APPROVED EQUAL OR

HARDWARE CLOTH & GRAVEL

INLET PROTECTION (TYP.)

SEE DETAILS, CE501.

TEMPORARY DIVERSION DITCH

WITH LINING & WATTLES.

TO BE CONVERTED TO

PERMANENT GRASS SWALE

SEE DETAILS.

745 LF TEMP.

SILT FENCE, TYP.

745 LF TEMP.

SILT FENCE, TYP.

TEMPORARY ROCK PIPE

INLET PROTECTION

SEEDED/SOD POSITIVE

DRAINAGE AWAY FROM DOMES.

SEEDED/SOD POSITIVE

DRAINAGE AWAY FROM DOMES.

TEMPORARY DIVERSION V-DITCH

WITH NO LINING & PERMANENT GRASS SWALE

SEE DETAILS

ALL IMPERVIOUS AREAS SHALL

BE DIRECTED INTO THE SWALE, GRATE INLETS,

OR DIRECTLY INTO THE WET POND FOR STORMWATER

MANAGEMENT ON THIS TRACT.

PERMANENT VEGETATION IS A STANDARD

CITY OF WILMINGTON PERMIT CONDITION PRIOR TO USE.

SEEDING AND OR SOD MUST BE ESTABLISHED

WELL BEFORE THE CONSTRUCTION ENDS.

DESCRIPTIONS DATEREV.NO.

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

M&C FILE NUMBER

DRAWING NUMBER

REVISION

SEAL

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

DATE:

MCE PROJ. #

SEAL

www.mckimcreed.com

License: F-1222

CAROLINA MARINE TERMINAL

LOADOUT BUILDING ANNEX (2017)

Wilmington, NC

3057-0017

09/06/17

PRELIMINARY NOT FOR CONSTRUCTION A

EAS

EAS

RMC

RMC

243 North Front Street

Phone: (910)343-1048 , Fax: (910)251-8282

Wilmington, North Carolina 28401

A

Carolina Marine Terminal

3330 River Road

Wilmington, NC 28412

P

R

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A

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N

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GRADING, DRAINAGE, &

EROSION CONTROL PLAN

CG101

1"=30'

NA

C-1

4 of 5

030' 30' 60'

SCALE: 1"=30' (Horiz.)

T

C

GW

IPF

SD SD

SS SS

LEGEND

LOD LOD

SF

W

STAGE 1 & 2 CONSTRUCTION SEQUENCE

1. ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.

2. A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, ANDCONTRACTOR SHALL MEET AT THE NEW HANOVER COUNTY EROSION CONTROLINSPECTOR'S OFFICE.

3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AS SHOWN. CONTRACTOR SHALLMAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IFDIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED.

4. INSTALL SILT FENCING AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBANCEACTIVITY.

5. INSTALL INLET PROTECTION AS SHOWN ON PLANS.

6. COMMENCE GRUBBING AND ROUGH GRADING WITHIN THE LIMITS OF CONSTRUCTION.

7. COMMENCE NEW STORM PIPE INSTALLATION.

8. COORDINATE DISCONNECTION OF EXISTING UTILITIES WITH THE PROPER AUTHORITIES.

9. PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION.REFER TO SHEET CE501 FOR GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE.

10. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT CONTROL MEASURES AS REQUIRED ONTHE PLANS AND PERMIT.

11. CONSTRUCT TANK PADS AND OTHER STRUCTURAL SUBGRADES AND FOUNDATIONS.

12. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES AND CLEANAND REPAIR TEMPORARY SEDIMENT MEASURES TO MEET NEW HANOVER COUNTYAPPROVAL.

13. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO REQUEST FINAL INSPECTIONFROM NEW HANOVER COUNTY EROSION CONTROL INSPECTOR TO ALLOW REMOVAL OF ALLTEMPORARY EROSION CONTROL DEVICES.

14. INSTALL LANDSCAPING AND ESTABLISH FINAL GRADES.

15. INSTALL PERMANENT SEEDING. REFER TO GROUND STABILIZATION CRITERIA TABLE FORAREAS THAT REQUIRE 7-DAY STABILIZATION. ALL OTHER AREAS NOT REQUIRING 7-DAYSTABILIZATION SHALL BE STABILIZED WITHIN 14-DAYS.

16. REMOVE ALL SEDIMENT FROM ALL STORM DRAIN PIPES.

17. SILT FENCE MUST REMAIN INSTALLED AND FUNCTIONING PROPERLY UNTIL THE LIMITS OFCONSTRUCTION HAVE BEEN PERMANENTLY STABILIZED.

LIMITS OF DISTURBANCE =

3.27 AC

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

1 inch

GROUND STABILIZATION CRITERIA

SITE AREA DESCRIPTION

STABILIZATION

TIMEFRAME

STABILIZATION

TIMEFRAME EXCEPTIONS

PERIMETER DIKES, SWALES,

DITCHES AND SLOPES

7 DAYS NONE

HIGH QUALITY WATER ZONES 7 DAYS NONE

SLOPES STEEPER THAN 3:1 7 DAYS

IF SLOPES ARE 10 FT OR LESS IN

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 FT IN LENGTH

ALL OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

14 DAYS

NONE (EXCEPT FOR PERIMETERS

AND HQW ZONES)

NPDES PERMIT NCG 010000 PLAN NOTES:

EROSION CONTROL NOTES

Date:____________ Permit #_______

Signed: ________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

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DESCRIPTIONS DATEREV.NO.

REVISIONS

SCALE

HORIZONTAL:

VERTICAL:

M&C FILE NUMBER

DRAWING NUMBER

REVISION

SEAL

STATUS:

DRAWN

PROJ. MGR.

DESIGNED

CHECKED

DATE:

MCE PROJ. #

SEAL

www.mckimcreed.com

License: F-1222

CAROLINA MARINE TERMINAL

LOADOUT BUILDING ANNEX (2017)

Wilmington, NC

3057-0017

09/06/17

PRELIMINARY NOT FOR CONSTRUCTION A

EAS

EAS

RMC

RMC

243 North Front Street

Phone: (910)343-1048 , Fax: (910)251-8282

Wilmington, North Carolina 28401

A

Carolina Marine Terminal

3330 River Road

Wilmington, NC 28412

P

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EROSION CONTROL DETAILS

CE501

NA

NA

C-2

5 of 5

TEMPORARY SEEDING

GRASS TYPE

AMOUNT/

1000 S.F.

TIME OF

SEEDING

INITIAL

RYE GRAIN 1-2 LBS. APRIL - JUNE 25 LBS. 10-10-10

BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10

PERMANENT SEEDING

GRASS TYPE

AMOUNT/

1000 S.F.

TIME OF

SEEDING

INITIAL

BERMUDA,

COMMON

1-2 LBS. APRIL - JUNE 25 LBS. 10-10-10

FESCUE, TALL

(KENTUCKY 31)

5-7 LBS

JUNE - AUGUST

FEB. - OCT.

25 LBS 10-10-10

SERICEA

LESPEDEZA

(SLOPES)

1-2 LBS MARCH - APRIL 25 LBS 10-10-10

VEGETATION PLAN SPECIFICATIONS

TEMPORARY INLET PROTECTION

NOT TO SCALE

NCDENR PRACTICE STD. 6.51

TEMPORARY SILT FENCE

NOT TO SCALE

NCDENR PRACTICE STD. 6.62

50' MIN.

5

0

'

M

I

N

.

2

0

'

M

I

N

.

TEMPORARY CONSTRUCTION ENTRANCE

NOT TO SCALE

NCDENR PRACTICE STD. 6.06

TEMPORARY ROCK PIPE INLET PROTECTION

NOT TO SCALE

NCDENR PRACTICE STD. 6.55

EROSION CONTROL MAINTENANCE

TEMPORARY WATTLE (CHECK DAM)

NOT TO SCALE

NCDOT PRACTICE

JUTE LINER & PERMANENT SEED/SOD

TEMPORARY DIVERISON DITCH

NOT TO SCALE

NCDENR PRACTICE STD. 6.22

5

1

3

1

1 FT

20" MIN.

PERMANENT GRASS SWALE

NOT TO SCALE

SIT

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OFFSITE

Name Date

Planning

Traffic

Fire

For each open utility cut of

City streets, a $325 permit

shall be required from the

City prior to occupancy

and/or project acceptance.

Approved Construction Plan

1 inch

CITY OF WILMINGTON TREE PROTECTION FENCING

NOT TO SCALE

CITY OF WIL STD. 15-09

NOTE:

THE CRITICAL ROOT ZONE (CRZ) OF A TREE

IS WHERE THE MAJORITY OF A TREE'S

ROOTS LAY. 85% OF MOST TREE ROOTS ARE

FOUND IN THE TOP 24" OF THE SOIL AND

SUPPLY THE MAJORITY OF NUTRIENTS AND

WATER. GENERALLY, ROOTS SPREAD OUT

2-3X THE HEIGHT OF THE TREE.

ORANGE SAFETY FENCE

OR ORANGE SILT FENCE

(TYPICAL)

CRZ

3' MIN

DBH

8' MAX

Date:____________ Permit #_______

Signed: ________________________

NORTH CAROLINAILMINGTONWCITY OF

APPROVED STORMWATER MANAGEMENT PLAN

Public Services Engineering Division

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