NCC220919_MODIFICATION Supporting Documents_20220729

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SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
SF SILT FENCE
TP TREE PROTECTION
DD DIVERSION DITCH
— — — — 100 YR FLOOD ELEV.
BLOCK & GRAVEL INLET PROTECTION
IP
® SILT FENCE AND WIRE INLET PROTECTION
IP
HORSE SHOE INLET PROTECTION
SILT FENCE OUTLET
CHECK DAM
FLARED END SECTION (FES)
® SEDIMENT TRAP
RIPRAP DISSIPATER
IJeJ ��ppp�pp
CU p pppp pppV op TEMPORARY CONSTRUCTION ENTRANCE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
STEWART
101 WEST MAIN ST.
FIRM LICENSE #: C-1051
DURHAM, NC 27701
www.stewartinc.com
T 919.380.8750
PROJECT #: L20017.02
Client:
ASHCROFT PARTNERS, LLC
114 W. MAIN STREET
CLAYTON, NC 27520
Consultants:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NORTH QUARTER OFFICE PARK
RALEIGH, NC 27615
KIMLEY HORN
421 FAYETTEVILLE ST SUITE 600
RALEIGH, NC 27601
Applicant:
HEARTH POINTE DEVELOPMENT
114 W. MAIN STREET
CLAYTON, NC 27520
Seal:
�It7lI i! 111 H515t4
0 50 100 200
° SCALE: 1 "=100' NORTH
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
4 01.31 2022 PER TOWN OF CLAYTON
Title:
EROSION CONTROL —
PHASE I
Project number:L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: TS C4.01
Approved by: LP

SEEDING PREPARATION:
EROSION CONTROL NOTES:
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1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONED, IF
1.
REFER TO C3.00 FOR GENERAL NOTES.
13.
AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED
AVAILABLE.
TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
2.
ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
LOCATION BASED ON FIELD CONDITIONS.
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
3.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
AND UNIFORM.
MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT
14.
STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE
THE DURATION OF CONSTRUCTION.
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
4. APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
BELOW).
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENT THE
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM 4 TO 6 INCHES DEEP SEEDBED IS
TRACKING OF SEDIMENT OFF -SITE. THE OWNER IS RESPONSIBLE FOR
PREPARED.
MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER
15.
WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS
CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE
REQUIRED, IT SHALL BE A MINIMUM THICKNESS OF 2 TO 3 INCHES.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
REQUIRED.
CULTIPACK AFTER SEEDING.
16.
INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1
5.
APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN
(HORIZONTAL: VERTICAL); CUT SLOPES SHALL BE LIMITED TO A MAXIMUM
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE
SLOPE OF 1.5:1.
AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING W11 HIN THE PLANTING SEASON,
FACILITIES, UTILITIES, ETC.).
17.
THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4
IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
HORIZONTAL THAT ARE TO RECEIVE INTERIM FILL SHALL BE PLOWED,
_
FERTILIZER AND SEEDING RATES.
6.
THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
FURROWED, TILLED OR BROKEN UP PRIOR TO PLACING FILL SO THAT
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON,
FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR AND ESC
SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS
IF POSSIBLE. IF STAND SHOULD BE OVER 50% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
NOT GREATER THAN 6".
FERTILIZER AND SEEDING RATES AND LANDSCAPING PLANS.
7.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
18.
PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO,
10. SEE LANDSCAPING PLANS FOR PERMANENT SEEDING, MULCHING, AND FERTILIZING RATES. ALL AREAS NOT
LIMITS OF DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL
WETTING DOWN TO CONTROL DUST ON SITE, IN ORDER TO PREVENT
DESIGNATED TO RECEIVE PLANTS SHALL BE SEEDED PER THE LANDSCAPING PLANS.
BE MAINTAINED BY THE ESC SUPERVISOR FOR THE DURATION OF
ANNOYANCE/AND OR DAMAGE TO ADJACENT SITES. CALCIUM CHLORIDE
CONSTRUCTION.
OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON SUBGRADES
OF AREAS TO BE SEEDED OR PLANTED.
TEMPORARY SEEDING PREPARATION:
8.
THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED
PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS
19.
SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE
DIRECTLY TO STORM DRAINAGE.
1 AVAILABLE.
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
20.
INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL)
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
9.
THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH
AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
AND UNIFORM.
ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP
21.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).
SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
ADMIXTURE BELOW).
10.
THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC
RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER
PLANNING LAND DESIGN MANUAL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO
FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY THE
SIX INCHES DEEP.
CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES
22.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
OF THE WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE
SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
OWNER'S REPRESENTATIVE TWICE PER WEEK AND AFTER RAINS OF
LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
CULTIPACK AFTER SEEDING.
GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE.
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
11.
ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR
NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE
FOURTEEN DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING
APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC
FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
COVERING, ETC.).
EXCEL SPREADSHEET FORM
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
HTTP://V*VW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML
12.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48)
PERMANENT COVER IS ESTABLISHED.
HOURS FOLLOWING A STORM EVENT.
SEEDING SCHEDULE
SEQUENCE OF CONSTRUCTION ACTIVITIES:
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
1.
OBTAIN GRADING PERMIT.
14.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
DATE TYPE PLANTING RATE
REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT TRAPPING
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE BY THE
ENGINEER. SCHEDULE SITE INSPECTION. UPON APPROVAL BY THE
NOV 1 -MAR 1 TALL FESCUE & 300 LBS/ACRE
3.
A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR
EROSION CONTROL INSPECTOR, REMOVE TEMPORARY EROSION
ABRUZZI RYE 25 LBS/ACRE
TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION
CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE
CONTROL INSPECTOR, ARCHITECT, ENGINEER, AND CONTRACTOR
STABILIZATION.
SHALL BE PRESENT TO SATISFY REQUIREMENTS.
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
15.
STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY
4.
INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCING, SILT
THE CONTRACTOR UNTIL NOTIFIED OTHERWISE BY THE EROSION
JUL 1 -AUG 15 TALL FESCUE 120 LBS/ACRE
FENCE, PERIMETER EROSION CONTROL DEVICES AND ALL REQUIRED
CONTROL INSPECTOR.
***BROWNTOP MILLET 35 LBS/ACRE
BASINS AND TRAPS.
16.
SEE SHEETS C5.10 AND 5.20 FOR PROCUDURE TO CONVERT EROSION
***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
5.
SCHEDULE SITE INSPECTION.
CONTROL BASIN TO PERMANENT SCM.
6.
UPON APPROVAL TO PROCEED BY THE EROSION CONTROL INSPECTOR,
NOTES:
SLOPES (3:1 TO 2:1)
HARVEST ANY TIMBER.
DATE TYPE PLANTING RATE
1.
INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL)
7.
CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.
LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
MAR 1 - JUN 1 ***BROWNTOP MILLET 50 LBS/ACRE
INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION
8.
REMOVE AND/OR STORE TOPSOIL.
CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
(MAR 1 - APR 15) ADD TALL FESCUE 120 LBS/ACRE (MAR 1 - JUN 30)
OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
9.
BEGIN GRADING OPERATIONS.
2.
CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES
SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
***TALL FESCUE AND 120 LBS/ACRE
10.
CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.
CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
JUN 1 -SEP 1 ***BROWNTOP MILLET 35 LBS/ACRE
RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL
***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRE
11.
ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT
PLANNING LAND DESIGN MANUAL.
ANNUAL RYE 70 LBS/ACRE
ALL TIMES.
SEP 1 - MAR 1 AND TALL FESCUE 120 LBS/ACRE (NOV 1 - MAR 1)
3.
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
ADD ABRUZZI RYE 25 LBS/ACRE
12.
PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE
SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
IDLE 14 DAYS OR LONGER.
LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING
13.
PERMANENT SURFACE STABILIZATION SHALL BE INSTALLED FOR ALL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH
AREAS WITHIN 14 DAYS AFTER FINAL GRADE HAS BEEN REACHED. AS
NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THE
DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
EXCEL SPREADSHEET FORM
TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
HTTP://WvVW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
ADMIXTURES:
AGRICULTURAL LIMESTONE: 2 TONS/ACRE
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
Diversion Channel Dimension Table
Channel
Bottom Width
(FT)
Sideslopes
Top Width
(FT)
Lining to be seeded and
tacked mulched
Channel
Depth (FT)
Velocity
(FT/S)
Shear Stress
(#/SQFT)
DD-A
1
3 :1
7
Vegetative Cover
1
2.00
2.00
DD-B
3
3 :11
12
Vegetative Cover
1.5
1.87
0.37
DD-C
2
3 :1
14
Vegetative Cover
2
1.51
0.62
DD-D
3
3 :11
9
Vegetative Cover
1
1.98
0.28
DD-E
2
3 :1
14
Vegetative Cover
2
1.61
1.09
DD-F
1
3 :11
7
Vegetative Cover
1
1.68
1.40
BASIN ID
BASIN GEOMOETRY
SPILLWAY
SI IMMER CHARACTERISITCS
SURFACE AREA (SF)
VOLUME (CF)
DEWATER
ING TIME
BOTTOM
TOP
SURFACE
DAM
HEIGHT
SIDE
SLOPES
STORAGE
DEPTH
STONE
WIDTH
SIDE
SLOPES
WIDTH
LENGTH
WIDTH
LENGTH
WIDTH
LENGTH
SIZE
HEAD
ORIFICE
REQUIRED
PROVIDED
REQUIRED
PROVIDED
SB1
67 ft
157 ft
94 ft
1184 ft
85 ft
1175 ft
4.5 ft
3:1
3.0 ft
30.0 ft
2:1
2.5 in
0.2 ft
3.0 in
13,926 SF
14,875 SF
28,008 CF
38,091 CF
4 days
SB2
66 ft
176 ft
99 ft
209 ft
90 ft
200 ft
5.5 ft
3:1
4.0 ft
40.0 ft
2:1
4.0 in
0.3 ft
3.0 in
17,757 SF
18,000 SF
35,712 CF
59,232 CF
5 days
SB3
76 ft
176 ft
109 ft
209 ft
100 ft
200 ft
5.5 ft
3:1
4.0 ft
35.0 ft
2:1
3.0 in
0.3 ft
3.5 in
16,021 SF
120,000 SF
132,220 CF
1 66,752 CF
1 5 days
TREE PROTECTION NOTES:
1. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY
DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING
PERMIT. OR OBTAIN A GRADING PERMIT THEN TREE PROTECTION
FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND
DISTURBANCE
2. TREE PROTECTION FENCING SHALL INCLUDE WARNING SIGNS POSTED
IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ARBOLES."
3. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE
MADE AT THE EDGE ON THE TREE ROOTS OUTSIDE OF THE TREE SAVE
AREA. THIS SHALL OCCUR AT THE SAME TIME THAT OTHER EROSION
CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST
AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL
CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE.
4. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE
PROTECTED TREE AREA.
5. TREE PROTECTION AREA: EQUALS ONE FOOT OF RADIUS FOR EVERY
INCH OF DIAMETER OF EXISTING TREES, OR SIX FOOT RADIUS,
WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS
AREA.
TOTAL AREA OF DISTURBANCE
32.71AC/ 1,4224,715 SF
STEWART
101 WEST MAIN ST.
FIRM LICENSE #: C-1051
DURHAM, NC 27701
www.stewartinc.com
T 919.380.8750
PROJECT #: L20017.02
Client:
ASHCROFT PARTNERS, LLC
114 W. MAIN STREET
CLAYTON, NC 27520
Consultants:
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NORTH QUARTER OFFICE PARK
RALEIGH, NC 27615
KIMLEY HORN
421 FAYETTEVILLE ST SUITE 600
RALEIGH, NC 27601
Applicant:
HEARTH POINTE DEVELOPMENT
114 W. MAIN STREET
CLAYTON, NC 27520
Seal:
�
II ru Hyha515�t
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
4 01.31.2022 PER TOWN OF CLAYTON
Title:
EROSION CONTROL
NOTES
Project number:L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: TS C4.00
Approved by: LP

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