NCC220919_ESC Approval Submitted_20220301

TOWN OF CLAYTON
neering Division
>t., P.O. Box 879
iyton, NC 27528
.e: 919-553-5002
x: 919-553-1720
Erosion and Sedimentation Control
LETTER OF APPROVAL
February 22, 2022
Hearth Pointe Development
114 W. Main Street
Clayton, BC 27520
Project Name: Ashcroft Section 2 — Phases 1 & 4 (Early Grading)
Project Number: 2020-114-SD
Acres Approved: 20
Submitted by: Stewart (Tim Summerville)
Mr. Summerville:
The Town of Clayton has reviewed the subject erosion and sedimentation control plan. The plan is acceptable
as noted by the Town of Clayton and, therefore, we hereby issue this Letter of Approval.
Erosion and Sedimentation Control Plan: This plan approval shall expire (1) year following the date on this
Letter unless a Land -Disturbing Permit has been obtained within that initial one-year period. Plan approval is
contingent on land -disturbing activities commencing within one year of permit issuance.
Section 156.214 of the Town of Clayton Soil Erosion and Sedimentation Control Ordinance requires a copy of
the approved erosion control plan be on file at the job site.
North Carolina's Sedimentation Pollution Control Act is performance -based, requiring protection of existing
natural resources and adjoining properties. If the erosion and sedimentation control plan is found to be
inadequate to meet the requirements of the Town of Clayton Soil Erosion and Sedimentation Control
Ordinance, the Town may require revisions to the plan and implementation of the revisions to ensure
compliance with the Act.
Acceptance and approval of this plan is conditioned upon compliance with Federal and State water quality laws,
regulations, and rules. In addition, local town or county ordinances or rules may also apply to this land -
disturbing activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided.
Inspections: This letter gives notice required by G. S. 113A-61.1(a) of the Town's right to periodic inspection to
ensure compliance with the approved plan.
Section 156.300 of the Town of Clayton Soil Erosion and Sedimentation Control Ordinance requires self -
inspections and monitoring for all sites receiving a Land Disturbing Permit. These inspections can be done by
'O Box 879 • Clayton, NC 27528 •919-553-5002
Think
CEWWN
Fax [phone] • TownofClaytonNC.org

the Financially Responsible Parry, or an agent thereof. These inspections must occur at a minimum of once a
week and within 24 hours of any rain event of
1.0 inch or greater. Copies of inspection records and reports must be kept on site and made available to the
Town upon request.
NPDES General Stormwater Permit NCGO1000: This project will be covered by the new NPDES General
Stormwater Permit NCGO1000 (Construction Activities).
You must apply and receive the NCGO1 Certificate of Coverage electronically at the following website:
https:Hedoes.deg.nc.gov/Fonns/NCGOI-NOI. After submitting a complete and correct e-NOI form, a Certificate
of Coverage will be emailed to you within three business days. Please direct questions about the e-NOI form to
the Stormwater Program Supervisor of the North Carolina Department of Environmental Quality's Division of
Energy, Mineral, and Land Resources.
This form MUST be submitted prior to the commencement of any land disturbing activity on the above named
project. If a construction activity that disturbs 1 acre or more (or is part of a subdivision or other common plan
of development) fails to submit an e-NOI after the approval of its erosion and sedimentation control plan, then
the permittee is in violation of federal permitting requirements and could be subject to penalty assessment.
Homebuilders need to only obtain (1) Certificate of Coverage per subdivision, which will serve to cover all
of your lots for that subdivision. See DEQ website for instructions.
Developers need (1) Certificate of Coverage for each set of approved plans in a subdivision.
Land -Disturbing (Erosion Control) Permit: A Land -Disturbing Permit will be issued by the Town only after
the above -referenced Certificate of Coverage is provided to the Town along with the Land -Disturbing Permit
Application. Construction activities can begin only after the Land Disturbing Permit is issued. Once grading
activity has commenced, the permit is valid for 2 years from the date of commencement. Active sites may have
the permit renewed for an additional year from the original expiration date by applying for renewal prior to the
date of expiration.
Please notify Town staff to schedule a preconstruction conference. Notification shall be given at least 7 days
prior to initiation of activity.
Sincerely,
Susan Locklear, PE, CFM
Town Stormwater Engineer
CC: file

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OAKDALE ST.
SITE
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SCALE: NTS NORTH
VICINITY MAP
APPLICANT:
7
HEARTH POINTE
DEVELOPMENT
OWNER:
JOHN WESLEY MASSEY
8041 ST. ANDREWS DR.
LAURINBURG, NC 28352
CONSULTANTS:
STEWART
101 WEST MAIN ST. FIRM LICENSE #: C-1051
DURHAM, NC 27701 www.stewartinc.com
T 919.380.8750 PROJECT #: L20017.02
HEARTH POINTE DEVELOPMENT
114 W. MAIN STREET
CLAYTON, NC 27520
CONTACT: DAVID DEYOUNG
PH: 919.901.3178
EMAIL: [e-mail]
ASHCROFT LLC
114 W. MAIN STREET
CLAYTON, NC 27520
SURVEY: DUSTIN McCARTY
[e-mail]
919.8664724
LAND. ARCH: MIKE TARRANT
[e-mail]
919.866.4789
CIVIL ENG.: TIM SUMMERVILLE
[e-mail]
919.866.4794
ENVIRONMENTAL
Soil & Environmental Consultants, PA KEVI N MARTIN
841! FAI 47%— Rwd,Sn[c lW. R*Icign. ♦� 2�e li• •.(9 � pbent9]914.Swq• F..(9W)8WMf
xnnil�v.rn in
PH: 919.720.7941
EMAIL: [e-mail]
SECTION 2-PHASES 1 & 4
PROPOSED MIXED USE DEVELOPMENT
CLAYTON, NORTH CAROLINA
EROSION CONTROL PLAN
CASE # 2020-114-S D
PDD # 2020-113-PDD
SUBMITTED ON JANUARY 25, 2022
�;fit;;54ti111 Eifllrluffrf
0 418
INDEX OF DRAWINGS
Sheet #
SHEET NAME
C0.00
COVER
C1.00
SEALED SURVEY
C1.10
EXISTING CONDITIONS PLAN
C4.00
EROSION CONTROL NOTES
C4.01
EROSION CONTROL - PHASE I
C4.02
EROSION CONTROL - PHASE II
C4.03
EROSION CONTROL - PHASE III
C4.04
EROSION CONTROL - PHASE IV
C4.10
EROSION CONTROL DETAILS I
C4.11
EROSION CONTROL DETAILS II
C4.12
EROSION CONTROL DETAILS III
C4.13
EROSION CONTROL DETAILS IV
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LINE TABLE
LINE
BEARING
DISTANCE
L1
S38°30'18"E
178.17'
L2
S35°55'51 "E
59.21'
L3
S43°16'21 "E
81.04'
L4
N45°05'07"W
58.89'
L5
N43°08'01"W
106.87'
L6
N44°41'25"W
109.19,
L7
N43°06'04"W
166.93,
L8
S50°52'01"W
324.65'
L9
N43°19'00"E
84.45'
L10
S44°02'14"E
62.03'
L1 1
S39°40'21 "E
76.44'
L12
S36°40'00"E
56.41'
L13
N27°18'33"W
164.69'
L14
N30°37'04"W
121.20'
L15
N39°02'35"E
92.88'
L16
N69°53'35"W
173.75'
L17
S69°53'35"E
60.00,
L18
S69°53'35"E
120.00'
L19
S69°53'35"E
60.00,
L20
S69°53'35"E
120.00'
L21
S69°53'35"E
60.00,
L22
S69°53'35"E
64.00'
L23
S69°53'35"E
50.00,
L24
S69°53'35"E
110.37'
L25
S69°53'35"E
102.06'
L26
N19°1012"E
131.62'
L27
N20°15'30"E
112.84'
L28
N20°15'30"E
52.26'
L29
N20°15'30"E
183.75'
L30
N61°59'25"W
233.03'
L31
N61°59'25"W
239.34'
L32
S05°21'46"W
197.28'
L33
S05°21'46"W
113.31,
L34
S05°21'46"W
44.81'
L35
S76°59'28"E
17.78'
L36
S76°59'28"E
143.81'
LINE TABLE
LINE
BEARING
DISTANCE
L37
N00°36'25"E
296.42'
L38
N60°50'24"W
10.27'
L39
N14°21'35"E
336.24'
L40
N88°37'07"E
2.72'
L41
S06°55'03"W
161.54'
L42
SO4°49'16"W
3.80,
L43
SO4°49'16"W
287.20'
L44
N76°03'44"W
20.26'
L45
SO4°49'16"W
147.28'
L46
S42°07'14"W
33.85,
L47
N42°0T14"E
48.53'
L48
NO3°56'27"E
407.93'
L49
NO3°41'35"E
99.97'
L50
N 0 1 °10'50"E
99.97'
L51
NO2°39'22"W
99.98,
L52
N05°35'20"W
99.93,
L53
N07°14'25"W
176.25'
L54
N07°29'06"W
402.73'
L55
N04°53'44"W
100.00,
L56
N00°47'08"W
99.99,
L57
N04°07'48"E
99.93,
L58
N09°56'26"E
99.96,
L59
N14°50'31"E
99.92'
L60
N18°44'37"E
100.00,
L61
N23°54'52"E
47.35'
L62
S78°02'54"W
37.13'
L63
S78°02'54"W
171.94'
L64
N65°37'35"E
138.99,
L65
N07°17'40"W
75.33'
L66
N29°31'57"E
80.14'
L67
N34°30'34"E
128.00'
L68
NO2°30'03"E
108.05,
L69
N37°30'34"E
105.15,
L70
N51 °1 T14"E
1 19.03,
L71
N05°56'56"E
119.78'
L72
S69°55'26"E
100.00,
LEGEND
0
WETLAND FLAG
0 NLF
EXISTING NAIL FOUND
EIP
EXISTING IRON PIPE
Q EIR
EXISTING IRON ROD
COMPUTED POINT
®
STORM DRAIN INLET
V
STORM DRAIN FLARED END SECTION
SANITARY SEWER MANHOLE
SV
SEWER VALVE/VENT
0SSWP
SANITARY SEWER WITNESS POST
1(b
HYDRANT
WV
WATER VALVE
WELL
TPED
ElTELEPHONE
PEDESTAL
FOWP
D
FIBER OPTIC WITNESS POST
®
FIBER OPTIC BOX
EM
0
ELECTRIC METER
T❑
ELECTRIC TRANSFORMER
UTILITY POLE
GUY WIRE
]¢[
LIGHT POLE
a
BOLLARD
SIGN
MB
0
MAILBOX
0
DECIDUOUS TREE
EVERGREEN TREE
O
BUSH
0.2% CHANCE FLOOD LINE
•
1 % CHANCE FLOOD LINE
-FW-
FLOODWAY LINE
X
WIRE FENCE
-O-
CHAIN LINK FENCE
n
GUARDRAIL
TREELINE
-FO-
UNDERGROUND FIBER OPTIC LINE
G
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
W
UNDERGROUND WATER LINE
-SS-
SANITARY SEWER LINE
- -
STORM DRAIN LINE
-OHW-
OVERHEAD WIRES
UNKNOWN DESTINATION
CONCRETE SURFACE
PVC
POLYVINYL CHLORIDE PIPE
LINE TABLE
LINE
BEARING
DISTANCE
L73
S08°04'34"W
13.41'
L74
S55°12'24"W
110.00,
L75
S78°06'39"W
102.00'
L76
S68°37'18"W
93.26'
L77
S18°28'41"W
38.36,
L78
S84°22'59"W
130.19,
L79
N78°19'26"W
144.00'
L80
N23°05'58"W
161.12'
L81
N62°22'45"W
141.47'
L82
N79°09'47"W
145.00'
L83
S48°25'55"W
141.54'
L84
S51°26'14"W
115.56,
L85
N00°20'01"E
488.07'
L86
N00°17'24"W
226.51'
L87
N05°21'46"E
245.25'
L88
N61°59'25"W
26.66'
L89
S01°31'10"W
203.43'
L90
N61°59'25"W
11.89,
L91
N61°59'25"W
51.16,
L92
N05°43'04"W
131.37'
L93
N69°48'20"W
34.08'
L94
N11°18'54"W
53.36,
L95
S81°41'41"W
124.32'
L96
S01 °40'58"E
458.32'
L97
S86°18'51"W
188.05,
L98
S86°18'51"W
211.72'
L99
S19°05'20"E
276.55'
L 100
N 1 1 °22'49"E
178.91'
L101
S81°41'41"W
159.50,
L102
S00°13'31"E
427.31'
L103
S81°41'41"W
160.41'
L104
N76°03'44"W
179.54'
L105
N88°37'09"E
339.55,
L106
N06°56'48"E
165.37'
L107
N88°37'07"E
339.33'
HDPE
HIGH -DENSITY POLYETHYLENE PIPE
RCP
REINFORCED CONCRETE PIPE
CLF
CHAIN LINK FENCE
WIF
WIRE FENCE
TOWN OF CLAYTON LIMITS
ZONING LIMITS
N. ONEIL ST. L
(60. PUBLIC R/W)VV/
L5
L58
L57
L56','
L55
i
N. ONEIL ST. I
(VARIABLE WIDTH PUBLIC RNV)*
N/F
TRACY C. JONES &
DEANNA C. JONES
D.B.4246, 7G.268
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GENERAL NOTES
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING
CONDITIONS/TOPOGRAPHY ON THE PROPERTIES SHOWN HEREON AND
IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED
WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL
ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM
A SURVEY BY STEWART INC. PROPERTY LINES SHOWN TAKEN FROM
REFERENCES SHOWN HEREON.
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88.
BASED ON GPS METHODS USING REAL-TIME KINEMATIC SOLUTIONS
FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO
NORTH CAROLINA GEODETIC SURVEY MONUMENT "MORIAH RESET 2".
"MORIAH RESET 2"
N 701,370.11'
E 2,146,838.92'
EL 360.75'
4. THE INITIAL STATE PLANE POSITIONS FOR THIS SURVEY WERE SCALED
FROM GRID TO GROUND FROM A PROJECT LOCATION TRAV-2
N:698550.13 E:2165903.96, AN ELEVATION OF 255.30, USING A COMBINED
FACTOR OF 0.99988797.
5. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE
IS NOT FOR RECORDATION.
6. UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE
EVIDENCE AND UTILITY DESIGNATION/MARKING SERVICES PERFORMED
BY STEWART INC. AS A PART OF THIS SURVEY. CONTRACTOR SHALL
FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING
CONSTRUCTION.
7. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON
THE SUBJECT PROPERTY.
8. THE SUBJECT PROPERTIES ARE ZONED "PD-R", & "RE" PER JOHNSTON
COUNTY GIS. PROPERTIES ARE ZONED "PLANNED DEVELOPMENT
RESIDENTIAL" & "RESIDENTIAL ESTATE" PER TOWN OF CLAYTON
DEVELOPMENT MAP.
9. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1%
ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% ANNUAL
CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1% ANNUAL CHANCE
FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS
OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL
CHANCE FLOOD), AE (AREA DETERMINED TO BE INSIDE THE 1 % ANNUAL
CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED), AND
FLOODWAY (DELINEATED FLOODWAY OF A STREAM). BASED ON THE
FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 3720176000K
DATED 06/20/18 AND MAP NUMBER 3720166900K DATED 06/20/18. FLOOD
HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV.
10. WETLAND DELINEATION PERFORMED BY SOIL & ENVIRONMENTS
CONSULTANTS, PA PER PROJECT NO. 14016.W1.
11. AREAS COMPUTED BY COORDINATE GEOMETRY.
12. TOWN OF CLAYTON IS THE ELECTRIC PROVIDER. ALL LIGHTING
DIRECTLY ON PUBLIC STREETS WILL BE PAYED FOR BY THE TOWN, SO
LONG AS IT MEETS OUR SPECIFICATIONS. ALL HOUSES MUST HAVE A
LOAD MANAGEMENT DEVICE INSTALLED ON THEM, WHICH THE TOC
WILL PROVIDE.
16PO
k\w
I, DUSTIN J. McCARTY, CERTIFY THAT TH IS PROJECT WAS COMPLETED
UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL
GROUND SURVEY MADE UNDER MY SUPERVISION, THAT THE IMAGERY
AND/OR ORIGINAL DATA WAS OBTAINED ON 02/24/2020; THAT THE
SURVEY WAS COMPLETED ON 05/06/2020; THAT CONTOURS SHOWN AS
[CONTINUOUS LINES] MAY NOT MEET THE STATED STANDARD; AND ALL
COORDINATES ARE BASED ON NAD83(2011).
DacttuSigned by:
LV
U.Silb1. J, kt 44� 8/3/2020
827CA5A45EC2471...
DUSTIN J. McCARTY, PLS L-5213
96
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L-5213 r:
����ai■■�sa+vv
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD
BEARING
C1
141.97'
8761.03'
0°55'42"
70.99'
141.97'
S14°16'52"W
C2
81.48'
1390.73'
3°21'25"
40.75'
81.47'
N13°21'09"E
C3
175.00'
950.06,
10,33,131,
87.75'
174.75'
S30°18'19"W
C4
492.39'
1180.50'
23°53'47"
249.83'
488.83'
S47°03'44"W
STEWART
101 WEST MAIN ST. FIRM LICENSE #: C-1051
DURHAM, INC 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
Agent:
RIVERWILD
114 W. MAIN STREET
CLAYTON, NC 27520
CONTACT: DAVID DEYOUNG. AICP
Seal:
0 125 250 500
SCALE: 1 =250'NORTH
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
1 10.06.2021 PER TOWN OF CLAYTON
2 11.17.2021 PER TOWN OF CLAYTON
3 01.11.2022 PER TOWN OF CLAYTON
Title
SEALED SURVEY
Project number:L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: C
� O O
Approved by: - ■

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TY OWNERS:
4RCEL ID
OWNER
OWNER ADDRESS
OWNER ADDRESS 2
ACREAGE
ZONING
,H02013A
MASSEY, JOHN WESLEY
8041 STAND R EWS DR
LAURINBURG, NC 28352-0000
5.314
R-E
,H02009A
RAYMOND E EARP JR REVOCABLE TRUST
7230 NC HIGHWAY42 E
SELMA, NC 27576-6005
16.013
R-E
H02010A
SMITH, JAMES D.
1814 N ONEIL STREET EXT
CLAYTON, NC 27520-6236
80.865
R-E
,H02012
MASSEY, JOHN WESLEY
8041 ST ANDREWS DR
LAURINBURG, NC 28352-0000
44.910
R-E
H02015
ASHCROFT PARTNERS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
61.460
R-E
H02200B
ASHCROFT PARTNERS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
35.121
R-E
H02013
MASSEY, JOHN WESLEY
8041 ST ANDREWS DR
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POWER / I----_ �N_ EXISTING 9 EXISTING 50' ACCESS 226
11 - // - - j ' 0ON, ,, WETLANDS \ UTILITY EASEMENT o
O / �`
ADJACENT OWNERS:
NO. PARCEL ID OWNER OWNERADDRESS OWNER ADDRESS 2 ACREAGE ZONING
1
05H02015A
ASHCROFT PARTNERS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
16.69
PD-R
2
05H02021Q
ASHCROFT PARTNERS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
1.45
PD-R
3
05H02021R
WEAVER HOMES, INC
350 WAGONER DR
FAY ETTEV I LLE, NC 28303-4647
0.15
PD-R
4
05H020215
WEAVER HOMES, INC
350 WAGONER DR
FAY ETTEV I LLE, NC 28303-4647
0.15
PD-R
5
05H02021T
RMS INVESTMENTS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.15
PD-R
6
05H02021U
WEAVER HOMES, INC
350 WAGONER DR
FAY ETTEV I LLE, NC 28303-4647
0.15
PD-R
7
05H02021V
RMS INVESTMENTS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.16
PD-R
8
05HO2021W
WESTAN CONSTRUCTION, LLC
283 GLEN RD STE A
GARNER, NC 27529-6240
0.16
PD-R
9
05H02021X
RMS INVESTMENTS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.16
PD-R
10
05H02021Y
WEAVER HOMES, INC
350 WAGONER DR
FAY ETTEV I LLE, NC 28303-4647
0.16
PD-R
11
05H02021Z
RMS INVESTMENTS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.25
PD-R
12
05HO2022
RMS INVESTMENTS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.26
PD-R
13
05H02022E
ASHCROFT PARTNERS, LLC
114 W MAIN ST STE 102
CLAYTON, NC 27520-2397
0.99
PD-R
14
05H02014A
WALL, STEVIE GLENN & WALLJACKIE
1376 NORTH ONEILSTREET EXT
CLAYTON, NC 27520-0000
1.03
PD-R
15
05HO2014B
BENSON, ANTHONY MARK
1378 B N ONEIL ST EXT
CLAYTON, NC 27520-0000
1.01
PD-R
16
05HO2014C
BENSON, ANTHONY MARK
1378 B NORTH O'NEAL EXT
CLAYTON, NC 27520-0000
0.78
PD-R
17
05H02014E
BENSON, AMANDA LEIGH
1380 N ONEALS ST
CLAYTON, NC 27520
0.99
R-E
18
05HO2014D
BENSON, BRANDON MARK
1382 N ONEILSTREET EXT
CLAYTON, NC 27520-6238
0.95
R-E
19
05HO2018H
SHARON HOUTMAN FAMILY TRUST
96 HIGHMEADOW LN
CLAYTON, NC 27520-5712
0.32
PD-R
20
05HO2019C
JERRYAND FAITH LAYTON LIVINGTRUST
106 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.2
PD-R
21
05H020181
BRIAN E. PRUSANK LIVING TRUST
116 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.165
PD-R
22
05HO2019D
OFFUTT, MAY
128 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.16
PD-R
23
05H02018L
BARRETT, SANDRA LIFE ESTATE
142 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.15
PD-R
24
05HO2018M
RAFFEL, MARY
156 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.16
PD-R
25
05HO2018N
CAPERS, ANJOLINA WASHINGTON
170 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.14
PD-R
26
05HO20180
MITCHELL, CHRIS D.
180 HIGHMEADOW LN
CLAYTON, NC 27520-5713
0.15
PD-R
27
05HO2018P
DUDLEY, BLAINET.
1907 LAKE WENDELL RD
WENDELL, NC 27591-7158
0.31
PD-R
28
1 05HO2011
JONES, TRACY L.
1504 N 0NEILSTIR EET EXT
CLAYTON, NC 2752 0- 6959
9.84
R-E
29
05H02013D
WOODS, PAMELA POOLE
9728 CYPRESS FARM DR
ZEBULON, NC 27597-6700
1.91
R-E
30
05H02013C
HICKERSON, PATSY POOLE
1039 CROCKER RD
SMITHFIELD, NC 27577-9033
3.09
R-E
31
05H02011B
JONES, TRACY L
1538 NORTH ONEILSTREET EXT
CLAYTON, NC 2752 0- 0000
8.54
R-E
32
05HO2009
RAYMOND ELMORE EARP 1R FAMILY TRUST
7020 NC HIGHWAY 42 E
SELMA, NC 27576-6128
631.23
PD-R/B-2/R-10
33
16103029
TOWN OF CLAYTON
CLAYTON, NC 27528-0000
80.58
R-E
34
16103023B
BOYETTE, BONNIE S
1387 LOOP RD
CLAYTON, NC 27527-6230
49.17
PF
35
16103023A
BOYETTE, DONNIE LUCAS
1553 LOOP RD
CLAYTON, NC 27527-6233
40.67
PF
36
16103024E
BOYETTE, LARRY S
611 LOOP RD
CLAYTON, NC 27527-0000
40.88
PF
37
1 05HO2199W
I TOWN OF CLAYTON
CLAYTON, NC 27528-0000
1 78.54
1 PF
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GENERAL NOTES �"I"11
1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING
7.
TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION
CONDITIONS/TOPOGRAPHY ON THE PROPERTIES SHOWN HEREON
ON THE SUBJECT PROPERTY.
AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED
WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL
8.
THE SUBJECT PROPERTIES ARE ZONED "PD-R", & "RE" PER
ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
JOHNSTON COUNTY GIS. PROPERTIES ARE ZONED "PLANNED
DEVELOPMENT RESIDENTIAL" & "RESIDENTIAL ESTATE" PER TOWN
2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED
OF CLAYTON DEVELOPMENT MAP.
FROM A SURVEY BY STEWART INC. PROPERTY LINES SHOWN
TAKEN FROM REFERENCES SHOWN HEREON.
9.
THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO
BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS
3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS
1 % ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2%
NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC
ANNUAL CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1 %
SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON
ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD
AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENT
WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
"MORIAH RESET 2".
AREAS OF LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY
LEVEES FROM 1% ANNUAL CHANCE FLOOD), AE (AREA
"MORIAH RESET 2"
DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOOD, BASE
N 701,370.11'
FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED
E 2,146,838.92'
FLOODWAY OF A STREAM). BASED ON THE FLOOD INSURANCE
EL 360.75'
RATE MAP COMMUNITY MAP NUMBER 3720176000K DATED 06/20/18
AND MAP NUMBER 3720166900K DATED 06/20/18. FLOOD HAZARD
4. THE INITIAL STATE PLANE POSITIONS FOR THIS SURVEY WERE
LINES SHOWN HEREON ARE FROM FRIS.NC.GOV.
SCALED FROM GRID TO GROUND FROM A PROJECT LOCATION
TRAV-2 N:698550.13 E:2165903.96, AN ELEVATION OF 255.30, USING A
10.
WETLAND DELINEATION PERFORMED BY SOIL & ENVIRONMENTS
COMBINED FACTOR OF 0.99988797.
CONSULTANTS, PA PER PROJECT NO. 14016.W1.
5. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND
11.
AREAS COMPUTED BY COORDINATE GEOMETRY.
THEREFORE IS NOT FOR RECORDATION.
6. UTILITIES SHOWN HEREON ARE BASED ON ABOVE -GROUND VISIBLE
EVIDENCE AND UTILITY DESIGNATION/MARKING SERVICES
PERFORMED BY STEWART INC. AS A PART OF THIS SURVEY.
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
UTILITIES BEFORE COMMENCING CONSTRUCTION.
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SANITARY SEWER LINE
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POLYVINYL CHLORIDE PIPE
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HIGH -DENSITY POLYETHYLENE PIPE
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REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
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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
-<19
Seal:
0 100 200 400
SCALE: 1" = 200' NORTH
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
1 10.06.2021 PER TOWN OF CLAYTON
2 11.17.2021 PER TOWN OF CLAYTON
3 01.11.2022 PER TOWN OF CLAYTON
Title:
EXISTING CONDITIONS
PLAN
Project number:L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: C 1 ■ 10
Approved by: -

SEEDING PREPARATION:
EROSION CONTROL NOTES:
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1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONED, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
BELOW).
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM 4 TO 6 INCHES DEEP SEEDBED IS
PREPARED.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIR OR RESEEDING WI HIN THE PLANTING SEASON,
IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, RE TAB IS FO LO G ORIGINAL LIME,
FERTILIZER AND SEEDING RATES.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON,
IF POSSIBLE. IF STAND SHOULD BE OVER 50% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME,
FERTILIZER AND SEEDING RATES AND LANDSCAPING PLANS.
10. SEE LANDSCAPING PLANS FOR PERMANENT SEEDING, MULCHING, AND FERTILIZING RATES. ALL AREAS NOT
DESIGNATED TO RECEIVE PLANTS SHALL BE SEEDED PER THE LANDSCAPING PLANS.
TEMPORARY SEEDING PREPARATION:
1 CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH
AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE
ADMIXTURE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO
SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
1. REFER TO C3.00 FOR GENERAL NOTES.
2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST
LOCATION BASED ON FIELD CONDITIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT
THE DURATION OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENT THE
TRACKING OF SEDIMENT OFF -SITE. THE OWNER IS RESPONSIBLE FOR
MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER
CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE
REQUIRED.
5. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN
DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN (E.G., SIZE
AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
FACILITIES, UTILITIES, ETC.).
6. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC
FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR AND ESC
SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.
7. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
LIMITS OF DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D. SHALL
BE MAINTAINED BY THE ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
8. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED
PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS
TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
9. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM
REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED
AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO
ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP
PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).
10. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC
SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER
FUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY THE
CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIES
OF THE WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE
OWNER'S REPRESENTATIVE TWICE PER WEEK AND AFTER RAINS OF
GREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE.
11. ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR
FOURTEEN DAYS SHALL BE IMMEDIATELY STABILIZED WITH THE
APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC
COVERING, ETC.).
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48)
HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED
TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
14. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE
INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR
THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS
ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS
REQUIRED, IT SHALL BE A MINIMUM THICKNESS OF 2 TO 3 INCHES.
16. INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1
(HORIZONTAL: VERTICAL); CUT SLOPES SHALL BE LIMITED TO A MAXIMUM
SLOPE OF 1.5:1.
17. THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4
HORIZONTAL THAT ARE TO RECEIVE INTERIM FILL SHALL BE PLOWED,
FURROWED, TILLED OR BROKEN UP PRIOR TO PLACING FILL SO THAT
FILL MATERIAL WILL BOND WITH EXISTING. " SURFACE. INTERIM FILL
SHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS
NOT GREATER THAN 6".
18. PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO,
WETTING DOWN TO CONTROL DUST ON SITE, IN ORDER TO PREVENT
ANNOYANCE/AND OR DAMAGE TO ADJACENT SITES. CALCIUM CHLORIDE
OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USED ON SUBGRADES
OF AREAS TO BE SEEDED OR PLANTED.
19. SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED
DIRECTLY TO STORM DRAINAGE.
20. INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL)
LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELD
INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION
CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
21. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES
SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL
RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL
PLANNING LAND DESIGN MANUAL.
22. NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL
SELF -INSPECTION PROGRAM: THE PERSON RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT
AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH
NCGS 113A-54.1 AND 15A NCAC 413.0131 TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN
EXCEL SPREADSHEET FORM
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
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://WWW.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 :1
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 :1
9
Vegetative Cover
1
1.98
0.28
DD-E
2
3 :1
14
Vegetative Cover
2
1.61
1.09
DD-F
1
1 3 :1
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
184 ft
85 ft
175 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
20,000 SF
32,220 CF
66,752 CF
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 LEIS 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
32.68 AC/ 1.423,408 SF
r,ij
STEWART
101 WEST MAIN ST.
FIRM LICENSE #: C-1051
DURHAM, NC 27701
www.stewartinc.com
T 919.380.8750
PROJECT M 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:
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SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
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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\ 00 SYMBOL DESCRIPTION PHASES 1 & 4
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/p No. Date Description
SILT FENCE AND WIRE INLET PROTECTION 0I.
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HORSE SHOE INLET PROTECTION ___- ----
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FLARED END SECTION (FES) ---- ----
SEDIMENT TRAP
Title:
RIPRAP DISSIPATER
TEMPORARY CONSTRUCTION ENTRANCE EROSION CONTROL
PHASE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
Project number: L20017.02 Sheet #:
Issued Date: 07.20.2021
1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. Drawn by: TS C4.01
Approved by: LP
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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
oFlw OHW Consultants:
--i' OHW OHW SOIL & ENVIRONMENTAL CONSULTANTS, PA
---a � OHW OHW NORTH QUARTER OFFICE PARK
RALEIGH, NC 27615
KIMLEY HORN
EIP 421 FAYETTEVILLE ST SUITE 600
J1� RALEIGH, NC 27601
Applicant:
HEARTH POINTE DEVELOPMENT
—�Z 114 W. MAIN STREET
CLAYTON, NC 27520
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EROSION CONTROL LEGEND:
SYMBOL
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■
LIMITS OF DISTURBANCE
SF
SILT FENCE
TP
TREE PROTECTION
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ALL CONSTRUCTION
SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
NOTES:
1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES.
ASHCROFT
SECTION 2 —
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
Title:
EROSION CONTROL -
PHASE II
Project number: L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: TS C4.02
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ALL CONSTRUCTION SHALL BE IN ACCORDANCENORTH
CAROLINA EROSION CONTROL SPECIFICATIONS
Project num•-r: L2001 7.02
Issued Date: 07.20.2021
1. SEE SHEET 11 FOR EROSION CONTROLNOTES.
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STEWART
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DURHAM, NC 27701
ASHCROFT PARTNERS,
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•11
RALEIGH, NC 27601
as
HEARTH POINTE DEVELOPMENT
114 W. MAIN STREET
IN
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EROSION CONTROL LEGEND: SECTION 2 —
00 SYMBOL DESCRIPTION PHASES 1 & 4
■ LIMITS OF DISTURBANCE
CP
SF SILT FENCE
1:13+04.39 O �
TP TREE PROTECTION Issued for:
- - �� �� CONSTRUCTION
— DD-- DIVERSION DITCH
�50 100 YR FLOOD ELEV.
A\ BLOCK & GRAVEL INLET PROTECTION D RAW I N G S
[lip
No. Date Description
SILT FENCE AND WIRE INLET PROTECTION
HORSE SHOE INLET PROTECTION - ---- ----
---- ---- ----
�1\�\� FOWP — SILT FENCE OUTLET
CHECK DAM
FLARED END SECTION (FES)
Area SITE AREA STABILIZATION STABILIZATION TIME NPDES NOTES
DESCRIPTION TIME FRAME FRAME EXCEPTION
Perimeter dikes, 1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDSEDIMENT TRAP
ES GENERAL � Title:
STORMWATER PERMIT NCG010000;
1 swales, ditches and 7 days None RIPRAP DISSIPATER
slopes 2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES
GENERAL STORMWATER PERMIT NCG010000 ONLY; o
o°o°o°o If slopes arel0 or less in W 000000po EROSION CONTROL -
O o o Slopes Steeper length and are not 0000,p TEMPORARY CONSTRUCTION ENTRANCE
2 p p 7 days g 3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY V „p>oop o0
0000�00 than 3:1 y steeper than 2:1, 14 days PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCG010000; PHASE IV
are allowed ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NORTH
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND CAROLINA EROSION CONTROL SPECIFICATIONS
Slopes 3:1 or 7-days for slopes greater IT IS NOT A PART OF THE APPROVED PLANS FOR PURPOSES OF
3 flatter 14 days than 50 feet in length ENFORCEMENT ACTION UNDER THE CITY CODE; NOTES:
5. DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER Project number: L20017.02 Sheet #:
All other area with PERMIT FOR CONTRACTION ACTIVITY SHALL BE SUBMITTED TO THE CITY.
4 slopes flatter than 14 days None (except as shown in Issued Date: 07.20.2021
p Y � 1. SEE SHEET C4.00 FOR EROSION CONTROL NOTES. Drawn b TS
chart C4.04
4:1 y'Approved by: LP

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I _ 8' MAX,
f VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
N. 12-1/2 GA.
TERMEDIATE
RES
GRADE
III I�
II II =III I-
III III 'III IIII
li = li FRONT VIEW lil
NOTES:
• USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
STEEL POST NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW
WOVEN WIRE FABRIC
• END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
TT
SILT FENCE GEOTEXTILE FABRIC FOR REPAIR OF SILT FENCE FAILURES, USE No. 57
WASHED STONE FOR ANCHOR WHEN SILT FENCE IS
PROTECTING CATCH BASIN.
o • * SKIRT IS TO BE TRENCHED IN, AT A MINIMUM, 8 IN.
1 FILL SLOPE VERTICALLY AND 4 IN. HORIZONTALLY
M N '
s GRADE MAINTENANCE:
N 1. INSPECT ALL SILT FENCE AT LEAST ONCE PER WEEK
8" COVER MINIMUM
z AND FOLLOWING EACH RAIN EVENT,
- == ! OVER SKIRT*
4"-ii _ iTi- 2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT
o iu =i1i= COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS.
ii EXTEND WIRE 6" MIN. INTO
N TRENCH AND ANCHOR SKIRT
1 - 3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE SILT
oc
u - AS DIRECTED BY ENGINEER FENCE. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGN STORAGE DEPTH.
4. TAKE ALL PRECAUTION TO MAINTAIN QUALITY OF SILT
FENCE. IF SILT FENCE IS DAMAGED, REMOVE AND
SIDE VIEW REPLACE,
STANDARD TEMPORARY SILT FENCE
PLAN
NO TRESPASSING
TREE PROTECTION AREAT
PROHIBIDO ENTRAR
ZONA PROTECTORA PARA
LOS ARBOLES
SIGN DETAIL
NO SCALE
10'-0" O.C. MAX.
NOTES:
1. WARNING SIGNS SHALL BE MADE OF
DURABLE WEATHERPROOF MATERIAL.
2. LETTERS SHALL BE 3" HIGH MINIMUM,
CLEARLY LEGIBLE, AND SPACED AS
SHOWN.
3. SIGNS ARE TO BE PLACED NO
GREATER THAN 100 FT. ON CENTER.
4. PLACE SIGN AT EACH END OF LINEAR
TREE PROTECTION AREAS AND 100
FT. ON -CENTER THEREAFTER.
5. FOR TREE PROTECTION AREAS LESS
THAN 100 FT, IN PERIMETER, PROVIDE
NO LESS THAN ONE SIGN PER AREA,
6. ATTACH SIGNS SECURELY TO FENCE
POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE
THROUGHOUT DURATION OF PROJECT.
NTS
POSTS MAY BE EITHER
4"0 PINE, 2"0 OAK,
OR 1.33 LB/LF STEEL
WEATHERPROOF SIGN AS
SHOWN ABOVE; SEE NOTES
FOR CONSTRUCTION AND
SPACING INFORMATION
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
POLY BARRICADE FABRIC
8. ADDITIONAL SIGNS MAY BE REQUIRED TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO
BASED ON ACTUAL FIELD CONDITIONS. ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT TO
CALLING FOR THE INITIAL ON -SITE INSPECTION BY THE CITY OF DURHAM S&EC
9, BOTH ENGLISH AND SPANISH SHALL BE INSPECTOR AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND
USED FOR THE SIGNS. SPANISH AS FOLLOWS: 'NO TRESPASSING/TREE PROTECTION AREA/PROHIBIDO
SIGN
EXISTING
GRADE
-I
II'
ENTRAR / ZONA PROTECTORA PARA LOS ARBOLES."
TREE PROTECTION FENCE NTS
PLAN
STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP
OF BOX
LIFTING
9xU� °ooCb O°•�°a@OC STRAPS
J� \
-----------------------
# 57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MINIMUM ABOVE TOP
OF BOX
NOTES:
ONCE CURB AND GUTTER ARE IN PLACE INSTALL SILTBAG OVER
GRATE IN PLACE OF GRAVEL FILTER & FENCE
STANDARD CATCH BASIN/YARD INLET PROTECTION
PLAN
SILT CURB BAG
OVERFLOW
GAP
- CURB AND
/ GUTTER INLET
CURB
FILTER
LOW PROFILE WITH
GUTTER FOR SAFETY
AND CURB APPEAL
NTS
RIPRAP OUTLET
r AnTl 1rkl
OUTLET ZONE - SECOND CHAMBER FIRST CHAMBER INLET ZONE -
15% OF - 25% OF - 25% OF 35% OF
SURFACE AREA SURFACE AREA SURFACE AREA SURFACE AREA
BAFFLE SPACING DETAIL
PLAN
PROTECT WEIR WITH FILTER
FABRIC AND RIPRAP
8'x6'x9" CLASS 'A'
STONE RIPRAP APRON
NOTES:
1, USE FOR DRAINAGE AREAS NOT
EXCEEDING 5 (FIVE) ACRES.
2, EARTH BERM SHALL BE STABILIZED
w/SEEDING ACCORDING TO NCDENR
SPECIFICATIONS.
RETRIEVAL SKIMMER - �«
ROPE SKIMMER DE
6' X 6'
CLASS 'B'
SKIMMER
GRAVEL PAD
CROSS SECTION
- LINE WEIR WTH
RIPRAP
INLET FLOW
NTS
9AFFLE - SEE
3AFFLE DETAIL
TOP OF DAM
FILTER FABRIC DITCH AND BURY FILTER
WEIR LENGTH FABRIC EDGE (MIN. 12"
OF FABRIC)
MAINENANCE WEIR DETAIL
1. INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT,
IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP
RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
3. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM
FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
SKIMMER SEDIMENT BASIN NTS
PLAN
SILT FENCE TO 0r- ^
WIRE FENCE
FLOW
No. 57 STONE
MAINTENANCE:
1. INSPECT ALL SILT FENCE OUTLETS AT LEAST ONCE PER
WEEK AND FOLLOWING EACH RAIN EVENT.
2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT
COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS.
3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE
STONE OUTLET. SEDIMENT DEPTH SHOULD NEVER
EXCEED HALF THE DESIGN STORAGE DEPTH.
4. REPLACE ANY LOOSE OR MISPLACED STONE.
SILT FENCE STONE OUTLET NTS
PLAN
700 G/M2 COIR EROSION
BLANKET OR COIR MESH
BAFFLE ATTACHED TO POSTS
WITH LENGTHS OF WIRE
BAFFLE INSTALLATION
NOTES
1. DRIVE STEEL FENCE POST AT LEAST 24"
INTO SOLID GROUND
2. WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC
MAINTENANCE
1. INSPECT BAFFLES AT LEAST ONCE A WEEK
OR AFTER ANY RAINFALL
2. REMOVE SEDIMENT WHEN THE POND
REACHES HALF FULL. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGN
STORAGE DEPTH.
3. TAKE ALL PRECAUTION TO MAINTAIN
QUALITY OF BAFFLES. IF BAFFLES ARE
DAMAGED, REMOVE AND REPLACE.
BAFFLE DETAIL
PLAN
PULL ROPE ATTACHED TO THE
SKIMMER BE ANCHORED TO THE
SIDE OF THE BASIN
FLEXIBLE JOINT -
SKIMMER DETAIL
PLAN
\/GAIT Dior
BAFFLE SHOULD BE 6" HIGHER
VERT OF SPILLWAY. TOP OF
SHOULD BE 2" LOWER THAN
OF BERMS.
SUPPORT WIRE
FENCE AND NETTING
BURIED IN TRENCH OR
PINNED WITH 8"
MATTING STAPLES
8" DEEP TRENCH,
BACKFILLED AND
COMPACTED N
SECTION AT OPENING
KE
1 DOOR
PVC PIPE WITH
HOLE. REF.
SEDIMENT BASIN
TABLES
)AT
NTS
PIPE v^ 1. PVC PIPING SHALL 13L SCHLUULL 4U.
2. ATTACH PULL ROPE TO SKIMMER AND
SECURE ON RISER/BERM FOR MAINTENANCE.
3. SEE SEDIMENT BASIN TABLE FOR SKIMMER
SIZING.
4. CREATE A 6' X 6' CLASS B RIP RAP PAD
OUTLET END - CONNECT TO ON BASIN FLOOR FOR SKIMMER TO REST ON.
OUTLET PIPE OR RISER AS 5. CLEAN DEBRIS AND CONFIRM FUNCTIONALITY
SHOWN ON PLAN AFTER EACH RAINFALL EVENT.
HOOK SILT FENCE AS
INDICATED ON PLANS
in
SF
MAINTENANCE:
1, INSPECT ALL SILT FENCE OUTLETS AT LEAST ONCE PER
WEEK AND FOLLOWING EACH RAIN EVENT,
2. REPAIR/REPLACE ANY DAMAGE THAT DOES NOT
COMPLY WITH THIS DETAIL OR NCDEQ REQUIREMENTS.
3. REMOVE SEDIMENT WHEN IT COVERS HALF OF THE
STONE OUTLET. SEDIMENT DEPTH SHOULD NEVER
EXCEED HALF THE DESIGN STORAGE DEPTH.
4. REPLACE ANY LOOSE OR MISPLACED STONE.
J-HOOK SILT FENCE WITH STONE OUTLET
PLAN
PROVIDE STONE OUTLET PER
DETAIL THIS SHEET
SILT FENCE
SF
NTS
STEWART
101 WEST MAIN ST. FIRM LICENSE #: C-1051
DURHAM, INC 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:
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Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
Title:
EROSION CONTROL
DETAILS I
Project number: L20017.02 Sheet #
Issued Date: 07.20.2021
Drawn by: ??? C4 10
NTS Approved by: ??? ■
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FILL OVER INLET
DIVERSION BERM I I I-IIII4II-I'III M
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- TOP OF 4' MIN -
-IIIfill: DIVERSION BERM
-III-III- III=III=III=III=III=III=III=
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III -III -III -III- III -III - - - - - - - - - -
4' MIN LEVEL I -I11-III-III-III-I III=III=III=III=III=III=III=III=III=III=III=III'.
SECTION DIVERSION DITCH
TEMPORARY SLOPE DRAIN
PLAN
SLOPE 2:1 MAX
NATURAL GROUND
OR FILL OR CUT
SLOPES
MAINTENANCE NOTES: `
1. MACHINE COMPACTION OF ALL FILL IS REQUIRED. ALLOW AT 111 11 11 11 1 1 1
LEAST 10% SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATER
SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO INTO A
CLEARING AND GRUBBING OF THE AREA.
2. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING
CONSTRUCTION OPERATIONS.
3. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAIN
TO IN PLACED OVER 30 DAYS.
4. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
III -I � I -I � I -III -III -I I I
III -III -III III III
NOTES:
1. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRY
NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIML`
D. A. = 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST
USED.
2' MIN ►I
Illllll�lli_ z
3
-N-_. 1
_I i
fill III111-11i_
11=1 11=1 11=1 11=1 I i_ _
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TOP OF HAND
COMPACTED FILL
z FF
Ln
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- 6' TYP.
BERM
DITCH
3:1
NTS
FLOW
18" MIN. II_
FLOW
II �1j1111���111,;,111-
FLOW
I I
BERM/DITCH
TEMPORARY DIVERSION BERM/DITCH DETAIL
PLAN
(30 CM)
2"
� �\ �\ �\ •fit./i./i. i./i./i./i./i./i./i
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL, SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM'*, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5, FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
NOTE:
A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
ROLLED EROSION CONTROL PRODUCT IN TRENCH
PLAN
NTS
NTS
PLAN VIEW
25' 25' MIN � CNN
EXISTING PUBLIC AREA OF
ROADWAY CONSTRUCTION
11-
-ICI-ICI-'�
z FILTER FABRIC z
UNDER STONE
CROSS SECTION N
TYPICAL NOTES
1. STONE SHALL BE 2-3" WASHED COARSE AGGREGATE. PAD TO BE 501 X 25'W X 5"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS.
4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
5. SILT FENCE OR TREE PROTECTION FENCE SHALL BE USED TO LIMIT INGRESS AND EGRESS TO CONSTRUCTION ENTRANCE ONLY.
6. IF CONSTRUCTION ON SITE IS SUCH THAT MUD IS NOT REMOVED BY VEHICULAR TRAVEL OVER THE STONE, THE TIRES MUST BE WASHED PRIOR TO
VEHICLES ENTERING THE PUBLIC ROADWAY.
7. IF CONSTRUCTION CONTINUES TO PULL MUD AND/OR DEBRIS ONTO THE PUBLIC THOROUGHFARE, THE GOVERNING AUTHORITY WILL CLEAN THE AREA
AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON(S) AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
CONSTRUCTION SPECIFICATIONS/MAINTENANCE
1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE THE AREA.
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. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDREESSING WITH 2-INCH STONE. AFTER EACH RAINFALL EVENT, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS
NECESSARY. IMMEDIATELY REMOVE ALL MATERIALS SPILLED, WASHED, OR TRACKED OFF THE CONSTRUCTION SITE OR ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE/EXIT NTS
PLAN
1. 5'
- - - - - - - TOP ELEVATION OF STORMWATER 12" OF NCDOT #5 OR
- - _
II
Ill-1I i-- #57 WASHED STONE
EXISTING SLOPE 7
CLASS B RIP -RAP -
4' TO 6'
EXISTING SLOPES
SIDE VIEW
FRONT VIEW
NOTES
1. HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY
AND SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
3. EXTEND STONE AT LEAST 15 BEYOND DITCH BANK.
4. REMOVE CHECK DAMS ONCE A PERMANENT STRAND OF
GRASS HAS BEEN ESTABLISHED.
CHECK DAM
PLAN
EY RIP -RAP INTO
HE DITCH BANKS
FABRIC
9" MIN.
2 MAX.
1 2' MAX. AT CENTER
FILTER FABRIC
EXISTING SLOPE
STEP SEQUENCE
MAINTENANCE NOTES:
1. INSPECT DAMS AND CHANNELS WEEKLY AND AFTER
SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. BE SURE TO CLEAN OUT AN
DEBRIS AND SEDIMENT THAT COULD CLOG THE CHANNEL
WHEN NEEDED.
2. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE
CHECK DAM, AND PREVENT LARGE FLOWS FROM
CARRYING SEDIMENT OVER THE DAM. ADD STONES TO
DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
3. KEY RIP RAP INTO THE DAM FOR STABILIZATION.
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
ROLLED EROSION CONTROL PRODUCT ON SLOPE
PLAN
NTS
2' MIN
NOTES:
1. INSTALL TIRE/VEHICLE WASHOUT PIT AT LOCATION SHOWN ON PLANS.
2. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR
FABRIC INTO GROUND OUTSIDE PIT AS SHOWN.
3. MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED
AND RE -LINED WHEN DEPTH OF SEDIMENT REACHES 12" OR COMBINED
WATER/SEDIMENT DEPTH EXCEEDS 12" FOLLOWING WASHOUT OF CONCRETE
TRUCK.
4. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT,
5. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR
SURFACE WATERS.
6. AT COMPLETION OF PROJECT, WASHOUT AREA TO BE BACKFILLED AND
GRADED TO BE LEVEL WITH EXISTING GRADE.
BELOW GRADE CONCRETE/VEHICLE WASHOUT PIT NTS
PLAN
CLASS 1 RIPRAP (SEE SECTION
THRU BASIN BELOW)
3
F4 OW
\\\ INVERT
SLOW PIPE
/Mfg//////lllllllllllll%
STORAGE AREA 5# WASHED STONE
// \\ (1' THx3' HIGH MIN)
F
I
PERSPECTIVE VIEW NOTE
GRAVEL & RIP RAP FILTER BERM BASIN
NOTE DETAIL IS DESIGNED TO PROTECT
DIMENSIONS ARE MINIMUM ACCEPTABLE EXISTING PIPE INVERTS THAT DRAIN 10
UNLESS OTHERWISE NOTED. ACRES OR LESS,
FLOOD STORAGE
ZONE
SEDIMENT
STORAGE AREA
AREAS TO BE PIPE INVERT
DISTURBED 1 2'�
NATURAL
\ F�Ow "0 FLOW ► GROUND
II-.,1 `n FILTER FABRIC
MAINTENANCE
1. INSPECT HORSESHOE BASIN FOLLOWING EACH CLASS 1 RIPRAP
RAIN EVENT. #57 WASHED STONE
2, INSURE DESIGN DIMENSIONS ARE ALL MAINTAINED
MAX SEDIMENT DEPTH
3, REMOVE SEDIMENT ACCUMULATIONS DEEPER
THAN 6" (CLEAN OUT POINT)
SECTION THROUGH BASIN, FILTER AND CULVERT PIPE
INLET PROTECTION - HORSESHOE BASIN NTS
PLAN
GEOTEXTILE FOR � v v' v`vl'.1L1„ vv" 11•v` V • V•'-
DRAINAGE NOTES
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
PROVIDE STABILIZED OUTLET TO STREAM BANK.
WOOD PALLETS MAY BE USED IN LIEU OF STONE
AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER
OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE
SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
NOT TO SCALE
NTSSTILLING BASIN /SILT BAG DETAIL
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:
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Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
11I iM
EROSION CONTROL
DETAILS II
Project number: L20017.02
Sheet #:
Issued Date: 07.20.2021
Drawn by: ???
C4.1 1
Approved by: ???
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGOl 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 NCGO1 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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
10
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
10
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
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.
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.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COH
LOW
SANDBAGS (TYP.) SOIL
OR STAPLES
10 MIL
SILT FENCE 1:1 PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
(TYP.)
Z X Q
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10,
MIN
ESIVE & B
FILTRATION
BERM
Oa a0
0 0
0 0 �: _
0 0 0 °'
B-
B
SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
10 MIL
PLASTIC LINING
-1:1 SIDE SLOPE
I (TYP.) I
SECTION B-B
SANDBAGS (TYP.)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY TO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
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.
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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
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:
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
Title:
EROSION CONTROL
DETAILS III
Project number: L20017.02 Sheet #:
Issued Date: 07.20.2021
Drawn by: ??? C4.12
Approved by: ???
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PART III PART III PART III STEWART
101 SELF -INSPECTION, RECORDKEEPING AND REPORTING SELF -INSPECTION, RECORDKEEPING AND REPORTING DURHA ,NC277T MAIN 1 FIRM LICENSE#:G1051
SELF -INSPECTION, RECORDKEEPING AND REPORTING DURHAM, NC27701 www.stewartinc.com
T 919.380.8750 PROJECT #: L20017.02
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.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
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.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
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.
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.
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.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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:
Project:
ASHCROFT
SECTION 2 -
PHASES 1 & 4
Issued for:
CONSTRUCTION
DRAWINGS
No. Date Description
Title:
EROSION CONTROL
DETAILS IV
Project number: L20017.02
Issued Date: 07.20.2021
Drawn by: ???
Approved by: ???
Sheet #:
C4.13
O