NCC221273_MODIFICATION Supporting Documents_20220411

WATERSHED PROTECTION DEPARTMENT
CHATHAM COUNTY
NORTH C A R O L I N A
P.O. Box 548
Pittsboro, NC 27312
Website: chathamcountync.gov
Office: [phone] • E-mail: justin.hasenfus*chathamcountync.gov
Soil Erosion and Sedimentation Control
LETTER OF APPROVAL — REVISED PLANS
Jonathan Harper
8521 Six Forks Rd. Ste. 500
Raleigh, NC, 27615
Project Name:
Project Number:
Acres Approved:
Submitted by:
Date Received:
Reason for
Revision:
April 13, 2022
The Legacy at Jordan Lake — Lot 2
WP-22-143
0.4
Residential Land Services, PLLC
4/8/2022
Changed driveway orientation
To The Above Named Person(s) and/or Entity,
This office has reviewed the revised erosion and sedimentation control plan. We find the plan to be
acceptable and hereby issue this Letter of Approval.
Erosion and Sedimentation Control Plan: This plan approval shall expire (2) years following the
date on this Letter of Approval, unless a Land -Disturbing Permit has been obtained within that initial
two-year period and remains in effect as provided in G.S. 164.12 (H). Active sites may have the
permit renewed by applying for renewal 30 days prior to expiration.
Section 10 (L) of the Chatham County Sedimentation and Erosion Control Ordinance requires that a
copy of the approved erosion control plan be on file at the job site.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring protection
of existing natural resources and adjoining properties. If, following the commencement of this
project, the erosion and sedimentation control plan is inadequate to meet the requirements of the
Chatham County Sedimentation and Erosion Control Ordinance, this office 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 your compliance with county, state and
federal water quality laws, regulations and rules. In addition, local city or county ordinances or rules
may also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Inspections: This letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to ensure compliance with the approved plan.
Section 164.12 (1) of the Chatham County Sedimentation and Erosion Control Ordinance requires
self -inspections and monitoring for all sites receiving a Land Disturbing Permit. These inspections
can be done by the Financially Responsible Party, or an agent thereof. These inspections must occur

at a minimum of once a week and within 24 hours of any rain event of 0.5 inch or greater. Copies of
inspection records and reports must be kept on site and produced to Chatham County upon request.
NPDES General Stormwater Permit NCGO10000: Please be aware that your project is covered by
the new NPDES General Stormwater Permit NCGO10000 (Construction Activities). If you have
already applied for and received coverage, you are required to provide updated information
regarding your project to the North Carolina Department of Environmental Quality's
Division of Energy, Mineral, and Land Resources by filing a "Modification Form". This can
be found at https://deq..nc.gov/NCGO1.
Land -Disturbing Permit: Active sites may have the permit renewed by applying for renewal 30
days prior to expiration. Chatham County's Land -Disturbing Permit must be posted at the job site.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if
there is any change in the information included on the form.
Respectfully,
Justin Hasenfus, CPESC
Watershed Specialist
Chatham County Watershed Protection Department

Georgoulias, Bethany
From: Marqueita Daniels <[e-mail]>
Sent: Wednesday, April 13, 2022 8:42 AM
To: Georgoulias, Bethany
Cc: Morman, Alaina; Jonathon Harper
Subject: [External] RE: RE: Construction COC Modification Resubmittal
Attachments: Letter of Approval Revised Plans 4-13-22.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hello Bethany
Attached is the letter of approval.
Marqueita Daniels - DOYL Permit Coordinator
8521 Six Forks Road, Suite5001 Raleigh, NC 27615
P: 919.256.54451 dreeshomes.com
Drees.
From: Georgoulias, Bethany <[e-mail]>
Sent: Tuesday, April 12, 2022 8:28 AM
To: Marqueita Daniels <[e-mail]>
Cc: Morman, Alaina <[e-mail]>; Jonathon Harper <[e-mail]>
Subject: RE: RE: Construction COC Modification Resubmittal
Importance: High
CAUTION EXTERNAL EMAIL: This email originated from outside the organization. Do not click links or open attachments unless you recognize
the sender and know the content is safe.
I'm reviewing the resubmitted request for Modification for this site, and I still do not see where on here the County has
approved this. Do you not have a letter of approval for the revisions? Attached are the documents you uploaded.
We do not want E&SC Plans uploaded unless that is the only place where the evidence of approval is. Please let me
know if I've missing something.
Thank you,
Bethany Georgoulias (she/her)
Environmental Engineer
Stormwater Program, Division of Energy, Mineral, and Land Resources
N.C. Department of Environmental Quality
919 707 3641 office
[e-mail]
512 N. Salisbury Street, Raleigh, NC 27604 (location)
1612 Mail Service Center, Raleigh, NC 27699-1612 (mailing)

Website: httl2://deq.nc.gov/about/divisions/energy-mineral-land-resources/stormwater [deq.nc.govl
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Marqueita Daniels <[e-mail]>
Sent: Friday, April 8, 2022 2:47 PM
To: [e-mail]
Cc: Georgoulias, Bethany <[e-mail]>; Morman, Alaina <[e-mail]>;
Jonathon Harper <[e-mail]>
Subject: [External] RE: Construction COC Modification Not Approved
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Attached is the new EC Plan or do I need to resubmit a new application
Marqueita Daniels - DOYL Permit Coordinator
8521 [x-apple-data-detectorsl Six Forks Road, Suite500 1 Raleigh, NC 27615 [x-apple-data-detectorsl
P: 919.256.54451 dreeshomes.com
Dr
"ONE
From: [e-mail] <[e-mail]>
Sent: Friday, April 8, 2022 1:48 PM
To: Jonathon Harper <[e-mail]>
Cc: [e-mail]; [e-mail]; Jonathon Harper <[e-mail]>;
Marqueita Daniels <[e-mail]>
Subject: Construction COC Modification Not Approved
CAUTION EXTERNAL EMAIL: This email originated from outside the organization. Do not click links or open attachments unless you recognize
the sender and know the content is safe.
was not approved for the following reason:
Upload was only a plot plan and did not include E&SC approval documentation.
If you have any questions, please contact The NC DEMLR Stormwater Program at [phone].
This email was automatically generated by Laserfiche. Please do not respond to this email address, as responses are not
monitored.

Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify the sender
immediately by replying to this message and deleting it from your computer. Thank You.
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify the sender
immediately by replying to this message and deleting it from your computer. Thank You.
3

.J<._.,U.J<J<,< LVICXL
Not To Scale
SETBACKS: (PB 2006, PG 147-152)
------------
FRONT — 40'
SIDE — 10'
REAR — 30'
N I
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LIMITS OF
DISTURBANCE
(13,460 S.F.)
Y
MEADOW 20' MEADOW
AREA TEN EASEMENT
20' DRAINAGE
EASEMENT
30,345 S.F.
0.70 AC
I
SEE
INSET
I 25.0
I s
s s
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9(
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200
20.0
r
i 5'22'CF0"lf.
IMPERVIOUS SURFACE AREA
DESCRIPTION
AREA
HOUSE w/ PORCH
2,783 S.F.
COV PORCH/HVAC
229 S.F.
DRIVEWAY & WALKS
3,966 S.F.
TOTAL (PROPOSED)=
6,978 S.F.
LOT AREA =1
30,345 S.F.
% IMPERVIOUS AREA
=23.0%
HVAC
22.0
COVERED
o 32.0
PORCH
22.0
THE THEODORE
o
CRAWL SPACE
FOUNDATION
3—CAR
PER PLAN
»n
0
O
I
INSET
N.T.S.
LEGACY FALLS DRIVE NORTH
VARIABLE WIDTH PRIVATE R/W
ITHIS DRAWING DOES NOT I
REFLECT AS -BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT—OF—WAY, UTILITIES AND PRELEM NARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR &ALE&
60 G 60 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 60' #285 LEGACY FALLS DRIVE
RESIDENTIAL Williams
2, THE LEGACY AT JORDAN LAKE, PHASE ONE
Township, New Hope Township, Chatham County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: DREES HOMES
1917 Evans Road PLAT BOOK 2006 PAGE 147-152 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN BY: SMB DATE: JANUARY 3, 2022

A m
VICINITY MAP
Not To Scale
GENERAL LANDSCAPE NOTES
1. STREET TREES IN A NUMBER AND LOCATION TO BE
DETERMINED BY THE ARB, AT LEAST ONE OR MORE
3—INCH CALIPER STREET TREES. (STREET TREES SHALL
BE INSTALLED PER SCHEDULE IN SECTION 23.) STREET
TREES SHALL BE 30 FEET ON CENTER, LOCATED AN
EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE
TREES ARE IN LINE (APPROXIMATELY 3 FEET BEHIND
THE RIGHT—OF—WAY).
2. EVERGREEN SHRUBS (3 GAL. MINIMUM, 36-48 INCHES
ON CENTER) SHALL BE REQUIRED AROUND THE ENTIRE
FOUNDATION OF THE HOME, EXCEPT IN AREAS OF
INGRESS AND EGRESS.
3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH
UPRIGHT SHRUBS OR SMALL TREES (4 FT. MIN. HEIGHT,
MATURE AT PLANTING).
4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND
THE TWO —FOOT AREA BETWEEN THE SIDEWALK AND
CURB.
5. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE
CURB OR SIDEWALK.
6. THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED
IS USED, THE CONSTRUCTION BOND WILL NOT BE RELEASED
UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S
SATISFACTION.
7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT
BEDS AND AREAS WITHOUT GRASS, TO BE MAINTAINED IN
A WEED —FREE CONDITION.
8. SIDE LOADED GARAGES SHALL BE SCREENED WITH SHRUBS
ALONG THE PROPERTY LINE (4 FEET MIN. HEIGHT, MATURE
AT PLANTING).
PROPERTY ADDRESS
PIN NO.
285 LEGACY FALLS DR.1
9783-00-31-5635
THE LEGACY AT
JORDAN LAKE
PHASE ONE
INDIVIDUAL LOT
EROSION CONTROL PLAN
LOT 2
CHATHAM COUNTY, N.C.
LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
SHALLOW SWALE ----
SETBACK LINE
EXISTING CONTOUR
—
PROPOSED CONTOUR
101
DRAINAGE ARROW (PROPOSED)
GRADE ELEVATION (PROPOSED)
X101.5
LIMITS OF DISTURBANCE
SILT FENCE
x x
SILT FENCE OUTLET
>K
TREE PROTECTION FENCE
WATTLE
/
{
`
DRIVEWAY PIPE
.0 000 000 000 00
CONSTRUCTION ENTRANCE ooCPooCPooCPooCPoo
000 000 000 000 00
ooCPooCPooCPooCPoo
GENERAL GRADING NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
2. FINISHED GRADE TO BE SLOPED AWAY FROM
FOUNDATION 6" IN THE FIRST 10 FEET.
3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
DEED RESTRICTIONS, EASEMENTS, RIGHTS —OF —WAY, UTILITIES AND
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
DESIGNING STEPS, PORCHES, DECKS, ETC. AS NECESSARY TO
PREVENT ENCROACHMENT INTO SETBACKS.
5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON
ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF
PORCHES, SLABS, DRIVEWAYS, PATIOS, AND SIDEWALKS, ETC.
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN
WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
11. CHATHAM COUNTY AND NCDENR—LQ RESERVE THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATE.
12. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL (1-800-632-4949)
TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
SHEET INDEX
1 COVER SHEET
PARCEL 83498
2 EROSION CONTROL PLAN, LOT 2
LOT NUMBER
0)
DEED DB 2021 PG 213 I 13 EROSION CONTROL NOTES &DETAILS
PLAT BOOK PB 2006 PG 150 I 14 EROSION CONTROL NOTES &DETAILS
5 EROSION CONTROL NOTES &DETAILS
DISTURBED AREA 17,600 S.F.
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hDATE:FEBRAURY8,
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N.T.S.
EGACY FALLS.DWG
REV. NO.:
NONE
[SHEET NO. 1 OF
5

V I&JUN 11 1 ivu-Ir
Not To Scale
BUILDER INFORMATION GENERAL LANDSCAPE NOTES GENERAL GRADING NOTES
1. STREET TREES IN A NUMBER AND LOCATION TO BE 1. ALL EROSION CONTROL MEASURES SHALL BE IN
DREES HOMES DETERMINED BY THE ARB, AT LEAST ONE OR MORE PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
8521 SIX FORKS ROAD, SUITE 500 3-INCH CALIPER STREET TREES. (STREET TREES SHALL
RALEIGH, NORTH CAROLINA 27615 BE INSTALLED PER SCHEDULE IN SECTION 23.) STREET 2. FINISHED GRADE TO BE SLOPED AWAY FROM
TREES SHALL BE 30 FEET ON CENTER, LOCATED AN FOUNDATION 6" IN THE FIRST 10 FEET.
EQUAL DISTANCE FROM THE SIDEWALK SO THAT THE
ATTN: JONATHON HARPER TREES ARE IN LINE (APPROXIMATELY 3 FEET BEHIND 3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
PH: [phone] THE RIGHT-OF-WAY). DEED RESTRICTIONS, EASEMENTS, RIGHTS -OF -WAY, UTILITIES AND
EMAIL: JHARPERQDREESHOMES.COM 2. EVERGREEN SHRUBS (3 GAL. MINIMUM, 36-48 INCHES RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
ON CENTER) SHALL BE REQUIRED AROUND THE ENTIRE 4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
FOUNDATION OF THE HOME, EXCEPT IN AREAS OF DESIGNING STEPS, PORCHES, DECKS, ETC. AS NECESSARY TO
INGRESS AND EGRESS. PREVENT ENCROACHMENT INTO SETBACKS.
3. BLANK AREAS OF WALLS SHALL BE LANDSCAPED WITH 5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH
UPRIGHT SHRUBS OR SMALL TREES (4 FT. MIN. HEIGHT, CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
MATURE AT PLANTING).
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
4. SOD SHALL BE REQUIRED IN FRONT YARD AREA AND LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
THE TWO -FOOT AREA BETWEEN THE SIDEWALK AND
CURB. 7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON
ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
5. SOD WILL ALSO BE REQUIRED FOR 4 FEET BEHIND THE 8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
CURB OR SIDEWALK. AND NOT INTENDED TO REPRESENT THE FINE GRADING OF
6. THE REAR YARD MAY BE SEEDED OR SODDED. IF SEED PORCHES, SLABS, DRIVEWAYS, PATIOS, AND SIDEWALKS, ETC.
IS USED, THE CONSTRUCTION BOND WILL NOT BE RELEASED 9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
UNTIL THE SEED HAS BEEN ESTABLISHED TO THE ARB'S
SATISFACTION. 10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN
7. BARK MULCH OR PINE STRAW SHALL BE USED IN ALL PLANT WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
BEDS AND AREAS WITHOUT GRASS, TO BE MAINTAINED IN 11. CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE
A WEED -FREE CONDITION. ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
8. SIDE LOADED GARAGES SHALL BE SCREENED WITH SHRUBS IMPLEMENTATION PROVE TO BE INADEQUATE.
ALONG THE PROPERTY LINE (4 FEET MIN. HEIGHT, MATURE 12. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL (1-800-632-4949)
AT PLANTING). / TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
1 M
I N / MEADOW
o I f AREA TEN
i j / // 20' MEADOW
EASEMENT
2006
\7S2
20, bRAINAGE
gI/ ESEMENT
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il
1 � I I I / 17,6S.F. LIMITS
O4 Ac
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ADJOINER PROPERTY LINE
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SHALLOW SWALE
SETBACK LINE
EXISTING CONTOUR
PROPOSED CONTOUR
DRAINAGE ARROW (PROPOSED)
GRADE ELEVATION (PROPOSED)
LIMITS OF DISTURBANCE
SILT FENCE
SILT FENCE OUTLET
TREE PROTECTION FENCE
WATTLE
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
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DATE: FEBRUARY 8,
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SCALE: 1 "
= 20'
FILE NO.: LEGACY FALLS.DWG
REV. NO.:
NONE
SHEET NO. 2 OF
5

ALL DISTURBED AREAS
March 1 - August 31
September 10 - February 28
so#
'Tall Fescue _
ED#
Tall Fescue
10#
Centipede
1.0#
Centipede
25#
Bernzudagrass (hulled)
35#
Be-unudagrass (unliulled)
Soo#
Fertilizer
50o#
Fertilizer
4000#
Limestone
40ao#
Limestone
WASTE AND BORROW AREAS
March 1- August 31
September 10 - February 28
75#
Tall Fescue
759
Tall Fescue
25#
Bermudagrass (hulled)
25#
Bennudagrass (unhuded)
504#
Fertilizer
51)o##
Fertilizer
4000#
Limestone
4600#
Limestone
Note: 50# ofBahiagrass may be substituted for either Centipede or Bermudagrass only upon request.
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb/acre and add 20# of
Sericea Lespedeza from ]anuary 1 - December 31.
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used pro -Tided the 1-2-2
ratio is maintauied and the rate of application adjusted to provide the sane amount of plant food as a
10-20-20 analysis and as directed.
-L
CHATHAM COUNTY
NORTH C A R 0 L I N A
PERMANENT SEEDING/MULCHING SPECIFICATIONS
R.WUHM P¢OIE'TTCiN D VtMnN
netAR. NiMBe1Z
2018-021
SHEET 1 Df 1
Species
Rate (lb/acre)
Dates
Rye (grain)
120
January I - May 1
Annual lespedeza (Kobe)
50
German millet
40
May 1 - August 15
Rye grain) t 2D jAugust 15 - December 31
Soil Amendments
Follow rec.onimendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A dist with blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
followrng erosion or other damage.
CHATHAM COUNTY
NORTH CAROLINA
nPT•_An. wz-MBaR
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
2018-020
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SHEET 1 of 1
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(2 PER SOLEI 1011 PLIBMC_LINING
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11 SECTION A -A
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N METAL &TAIf EB
(2 PER EJiEY
14 mll PLrwli,. LR.In�
CHATHAM COUNTY
NORTH CAROLLNA
WATF.n HPD P2L7rEC_=N D1VL411N
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PLAN
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J
WOCOMME SECURELY
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FAUTENEDAROLIND
ENTIRE PERIMETER
NOT TO ESE
WITH rvaO S7"GS
NOTES
1- ACI AL LAYOUT TO BE DETER L%fC,,ED Dti THE FIELD.
2_ A CONCRETE W-ASHDU'T SIGN SHALL BB INSTALIBD
M,TTHIlV 30' OF THE T IMPORARY CONCRETE 'ASHOUT.
3- NIATERL'►L5 USED TO CONSTRUCT TBAIPORARY
CONCRETE WASHOLT SHALL BE REM0 EID FRQRI THE
JGRFS
SITE AND DISPOSED OF OR RFCYCT -
4- HOLES, DEPRESSIONS OR OTHER GROLND
DISTURBANCE CAUSED BY THE E-E-MOVAL OF THE
TEIfPORARY CO-ICRETB WASHOL" I' SHALL BE
BACh:T+TT.T.ED, REFAIIS AND 5Tr1B=ZED TO PREVENT 10m41 PLASI IY LINh
EROSION.
rNnASTADYED
2XIZ MLP3H
VW&OD FRAME
sTAL�
;TYPy
k60VE GROUND"
WITH MOOD PLANKS
DETAM Ntih{&eR
STANDARD CONCRETE/PAINT WASHOUT 2018-022
SHEET 1 of 1
NPIDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENRIDIvision of Water QualHy
NEW STABILIZATION TINIEFRANIES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME ECEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 1 D' or less in length and are
not steeper than 2:1. 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 60' in length.
All other areas with slopes flatter than 4:1
14 days
None. except for perimeters and HOW Zones.
50' MIN
.AND SUFFICIrNT TO KEEP
SEDIMENT ON SATE
0
0 0" cs v NOTES-
0 1_ THIS DETAIL APPLIES ONLY TO ENTRANGl .S
EXISTING 2- - 3" STONE TO BE U$ED rid'# 1 OP INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS
12
ROAMAY - ¢ 3sVI�GE STONE O1 �S
2. SILT FENCE SHOULD BE INSTALLED T4 ENSURE
RAILROAD fi[>Ad BA9 AST] Q o
.a CON TRVC;TION FNTRANCF IS USED
��
G�p,�y� O
3M,
PLAN
SILT P INCE (SE[ NOTE 2)
JIN fLtiM. 15, MITI. NEW CONSTRUCTION
EXISTING ROADY/111f
1 Y '
do MIN, 'e.-r r" . L•; ,+ �4y, e 12" 1f1H-
� F
ASRIC UNDER STONE
CROSS SE■,C.I.
CHATHAM COUNTY
N a R T N CAROLINA
DETAIL I-MIMER
-` RESIDENTIAL CONSTRUCTION ENTRANCE
2019-003A
'.'wT'f.W.Rlifli �fu'iTFx`TG'.ry frE.fxRYx F.vT -,HEFT 1 ©{
STEEL FENCE POS
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
FLOW DIRECTION
SIDE VIEW
CHATHAM COUNTY
NORTH CAROLINA
V._rMHPD 311tfirE1r=N OTMAk!
r
FILTER OF 1 INCH DIAMETER
57 WASHED STONE J� 8 {
°a o° f yl s a 71
r a-C] � op4 9 r
C3
/}4¢ o
NOTE. Oa
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES a o ° a :^,� ❑ a°,
ou°q� ."� {1'•f:S np ty°8 O d{j i1
T
SILT FENCE FABRIC HARDWARE CLOTH � STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
1r?" AS A REPAIR OF SILT FENCE FAILURES.
GRf.CE I, TESEL FENCE POST SET��
I Iarenuli r[r .a r, rll Avi ul u. n �rrr e13eo
FRONT VIEW THp TRENCH FENCE FABRIC 6 INCHES INT^)
STANDARD SILT FENCE 01-TTLET
DEIAM NUMBER
20IM14
SHEET 1 Df 1
8'-0' MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER
VINIMUM 10 GAUGE
LINE WIRES
NOTES,
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DUES
NOT EXCEED 1/4 ACRE PER 100 ft. OF FENCE ANC
NEVER IN AREAS OF CONCENTRATED FLOW.
2) OVERLAP 12 INCHES WHEN SPLICING FABRIC.
3) FOR REPAIR OF SILT FENCE FAILURES USE
DETAIL 04000.23.
CHATHAM COUNTY
NORTH CAROLINA
Wr TFMUW..DP1tCrM.RCJN WVLR iW
SILT FENCE FABRIC'
INSTALLED TO SECOND
k, WIRE FROM TOP xk
SIDE VIEW
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
POST
MINIMUM 12Y2 GAUGE
INTERUEDIATE WIRES
GRADE
COMPACTED FILL
5" MINIMUM COVER OVER SKIRT
ANCHOR SKIRT AS DIRECTED BY ENGINEER
STANDARD SILT FENCE
DE-riU_ \ C-10EER
2018-(W
SHEET 1 4 1
.Y Y
-I
r iY � i r • r
`• r
s .
Y 1 r r Y
Yr'lE��i�'s'lt�Iurrili. iYii�iri ri ri ri'ri ri ri��l�urrri�'r. �rr■Y
YriWi,WWW=,'r.rITI=wmkm,,rrlrrr,rlrir���i�i,rl!Trrril.r W rr,■6
ilf��lii�.��ll��rl�i'i��.r rl rl!!lilrl.�i7r ■lrr�f iir��-i.rl
l��:�:�r�r n--rrrr-rr�r�:��:'r.■+L*.r-�r�-���.�.■e
i 0MMMiWigY1R1�L d`1'M=Mom in mmmmmmm��■s�� ft Y 'F. MM■s
r■iiiii®iiMliiii�.i l�rr iiiiiiii■Y Yam.- ��:��i Gail M
YliiiYG ai��I�I�Rf7r 1Yr �+ iiiiirirlYrrrr'rrirr■1
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#lfi�l,rP,l,r,�.r lTlrrrrrilti,rl rl rrrr�ii,i,il l,r ■T rlrrr'#�ir�■1
Yl�s��srlrrridr.rsrr�� �r,nrrllri�:srr.�■■����'�����.1 _
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`11- 11-•II-I-1=11-11-1- -I II .I--I--II-II-II 91. 11=1C 11 -
—II—II—II—I— - I— II IT II II II —II— H li1�11
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE: FEBRUARY 8,
2022
SCALE:
N.T.S.
FILE NO.: LEGACY FALLS.DWG
REV. NO.:
NONE
SHEET No. 3 OF
5

Practice Standards aFtd .Spectffcadorti
Definition Fp"T""a"'i} srab;l� areas by laying a continuous cov-erofglass sod.
Purpose To pmN t erosion and damage from sediment and runoff by stabilizing the
sail surface pith permanent mgeratiom when specific roals might be:
t to proszde immediate vegetati-�e cm-er of critical areas,
t to sitabiluze disturbed areas nith a sortable plant material that r- moot• be
established by seed or
• to stakes drama ffmYays, channalc, and other areas of conrantrated flaw
where flow velocities will not exceed that specified for a Bass lining
(dpperLdar 8.0..
Conditions Where astunbed areas which require immediate and petmamawi,egetatn,e cav r, or
Practice Appll es where sodding is preferred to other means of grass establishmsent. Locations
particularly :suited. to stabd ration vrith sod are:
watesnays and channels- carr•ingmtEnari tiY� flo-watacceptabl,e velocities
(ipgeridar 6_05
t areas around drop inlet: when the drainage area has been stabilized
(Practice 6-53, Sod D,np }riot Prutwteon),
t residential or cprr,muci al lawns and golf eouirses inhere prompt use and
aesthetics are importaurt, and
t steep crimeal areas`
Planning QualA3, turf can be esiabhshedWith either seed or sod; site preparation for the
r1Sid ratiens twGmethodtab sIssirniar The practice of sodding for soil Auxi
n
bath the seeding and mulching aperatioas, and is a much more reliable method
of producing adequate co ur and sediment comfrol. Ho n-er: compared too-
seed., sod is more difficult to obtain h amsgoart and sk am—
Advantages of properly installed sod include:
t immediate erasion and dust contrnll,
• nearly year-round estabad=et capability,
t less chance of failure than with seedings:
t fimedom from weeds, and
• rapid stabilimtiam of nu-fwes for traffic areas, channel kiniugs, or critical
areas.
Sod ran be laid during tmmes ofthe yearwhen seeded grasses may fail- provided
there is adequate hater available fflr irrigation m the ea& weeks. lmgation
is esseotiA at all times of the year, to install �'Ud- It is initially more costly too-
install sod than to plant seed. Howesw, the higher cast may be justified for
specific applicati.oms where sod perf)r= better than seed
Praefiee-Standards aFjd.Spec:f7rcadol:s
S. Seep sodded areas moist to a depth of 4 inches until the pass takes root.
This cam be determined by gently tugemg on the sod---resissrmce iadioates
that rooting has oc cuired-
9. Movti•ing should not be attempted until the sad is fimilgrooted, usually 2-3
weeks.
aodda•d warerwa}s—Sod pan -ides a resL'ent channel hum& providing
rmmedrate protection from oomcentzated runoff and elimmahnR the need for
instaling mats or mulch. The following palms haply to the use of sod m
waternays:
1. Prepare the soil as dese bL- in Practice 6.30, Grass-hned Chop eels. The
sad t;W must be able to v iflkstaad the velocity of flanti• specified in the charnel
design (Appeudor 8.05).
2. Lay sod strips peupendkular tD the direction of flow, with the lateral joints
staggered in a brick -like pattern. Edges should Burt tightly tagetber (Figure
b-12b)_
Flow
w+
••�- - � ,r.. .�, Lay sty across tha
-diregtion of flow,
Ak,
Use pegs or stables to fasten sad firmly al the
ends of strips and In the censer, or ever, 3-4 •
if the strips are long. When ready l-D mow,
drive p8gg Dr staples llu:5h with the ground.
Flgure 10-12b Inuallalion 01 Wd in waterways (modified from Va S'wulGC).
1 ' Peg or
SwIe
In critical areas, secure
sod with netting and
slapies.
0
Iuwat-erways and channels that carry conoentratedflcw, properly pegged sod is
preferable to seed becaweitpro4idesimmediateprotecbon_ Dropialets placed
in areas to be grassed can be protected from sediment by placing permanent
sod strips w mid the inlet (Practice ti_53, SodDw-op Inlay Pnx&' turf)_ Sad also
mamt ins the necessary pade around the inlet.
Became sod is composed of living plants that must receive adequate care, final
grading and sail preparation should be completed before sod is Belk -eyed. If
left called or stacked, heat can build up mode the sod: causing severe damage
and lass of costly plat material
Specifications Choosing appraprriate n-pes of sod —The type of sad selected should be
composed of plants adapted to both the site and the intended purpose. In
North Carolina these are limited toKanfunky bhreF ss, tall fescue, bluegrass, -
tall fescue blends, fine -turf (hvbrid) Bo=dagrass, St. Augu sumg ins,
cenbpedegrass, and siap ss- Species sdarbon is primarily detunii++
by region, a%-Aability and intended use (Table 6.12a). Availability caries
across the state and from year to year_ New varieties are continually being
d velcped and tested Acomplete and cu*entlisting Dfsod recommendations
can be obtained from Tuppliers or the State Agricultural Extemion office- Sad
composed of a mime of varieties may be prefen-ed becuase of it broader
range of adaptability.
Table 6.12a
Types -of sod Available in
North Carolina
0
Varieties
Re@ion of
Adaptation
Cool Season Grasses:
Kentucky blugrass blend-
Mountains
Tell fescue blend
Adventure, Brookstan,
Mountains
Falcon, Finelawn,
and Piedn'tom
Galway,, Houndog,
Jaguar, Olympic, Rebel
Tall fescuelKentucky
Mountains
bluegrass
and Piedmon:
Warm Season Grasses:
HyWd Bt:rmuclagrass
Vamont, Tifway, Tifway
Piedmont ana
II & Trf-green
Coastal Plain
Zoysiagrass
Emerald, Meyer
Piedmont and
Coastal Plain
Cent pedegrass
No improved varieties
Piedmont and
Coastal Plain
St. Augustinegrass
Raleigh
Piedmont and
Coastal Plain
'A large number of varieties
exist —consult suppliers and your local
Agn cultural Extension office
for recommerrdations.
Table 6.12b
Characteristics of the Principal Lawn Grasses Grown as Sad in North Carolina
Species or M Mure Adaptation
Shade Heat Cold Draught Near
Kentucky bluegrass
good
fair
good
goad
Kentucky bluegrassl
good
good
goad
good
Tall fescue
Tall fescue
good
good
goad
good
Hybrid Bermudagrass
po•Dr
good
poor
excel_
Centipedegrass
fair
good
poor
goad
3L Augustinegrass
good
good
poor
good
Zoysiagrass
fair
good
fair
excel.
Adapted from Carafina Lawns. NCAES Bulletin no. AG-69.
fl.12.fl
good
good
Maintenance
Annual
Mowing
Mowing
Fertilizer
Height
Fre,uenv.
(IbNMC100i?)
(in.)
2.5--4
2 = :!
2.5-3
3 _
good
2.5-3.5
3
high
excel.
5-6
1
high
poor
0_5
1
low
poor
2.5
2-3
med.
good
1.5
1
3. A$errolhaf ortampmg to create a firm contact peg or staple indinzdual son
strips to resist washout during estabb bmenf Jute or other netting material may
The pegged over the sod for eta protection am critical areas.
Maintenance Af—' the fist week water as oet5rssaru to —6 aom adequate moiss im in the
root zone and pre% mt dormancy of the sod -
Do not remove more than one-third of the shoat in any inGwing. Grass heiAd
shoulc, be niaintmied between 2 and 3 inches unless uthernase specified.
Aft--r the fast p-owing seasoq established sod requires £erti]imtiom_ and may
aLo require lime. Fallow sail toast recommenda ors when possible, or use the
rates in Table 6.12b_
References sit., PreParzra-
6.04, Topsoiling
Sud7wd StabilLaelon
6.11, Permanent Seeding
Runiff cunvqvanco Maasaras
6.30, Grass -lined C'haunah
2rdef Protertwn
6.53, Sod Drop Inlet Pr-Dtectiam
-fpparedacas
8.02, 4egetatiam Tables
8.05, Desipr of Stable Channels and Diversions
PracticeSlarldards arjd.SpeclffcadoFjs
Quality of sods se oaly high-quahtu sod of known ger:etic origin, free of
nomous weeds, disease, and insect problems_ It should appear healthy and
%igarous, and conform tea the fallowing specifitati,oms:
• Sod should be machine oA at a uinif = depth of 1:2 - 2 inches (emcludiug
shoat gmvLth and thatch).
• Sod should not have been cut in excessn��ely wet ar dry weather_
t Seclaom of sod shcruld be 3 standard Kim as determinedby the sLWplier:
uoi.f0Tn1, and untflin.
• Sections ofsnd should be strong enough to- support their oAm vveugbx_ and
retain their size and shape nten lifted by one end.
• Harvest, dehvery and mstallatio-n of sod should take place within a period
of 35 hours -
Soil preparatian—Test soil to determine the mmet requirements for lime and
£erhhwx Soil tesu maybe cDndmcbEdbYtba State s431 tes1mg labor a reputable
coomwrrial laboratory. InfDlmation on free soil testing is available from the
Ap-G arnic Dnision of the North Caralma Depmtnmt of Apicukure cr the
Ag1ricultuml Fxte=ion Service. Where sodding mmstbeplarnedwidkut sail
tests the falJoawg soil amenrlmamL may be suffioieniz-
• Puh-erized agricultural limestone at a rate of 2 tonsiacre (100 Nll,*D
fI-)
t Fertilizer at a rate of 1.000 lblacre (25 ih,r1,040 ft-) of 10-10-10 in fall or
5-10-10 m spring.
Equ -%-Aent nutrients may be applied with other fa-dLxar formulations. These
ame-ndmenin should be spread nTmJv o <rer the area, and iaoarporated unto the
tap 4-B inches of sail by disking, harrovring: or other effective means. If
topsoil is applied- follow speci:fica6az s given in Practice 6-04, Topsodipig-
Prior to laying sod clear the soil surface of trash, debris, rant;, branches,
stone;, and clads larger than 2 inch e; n diameter. Fill or Im-el low spots in
order to word standing water. Rabe or h.a1TGw the site to- achieve a smooth
and levuaJ final grade.
Complete rail preparation by rolling or cultipackiag to- firm the soil A'<roid
using heavy egxup*nA*+t on the area, particularly when the soil is we, as this
may cause mre compaction. and make A difficult for the sod to take
root.
Sod installailio —A step by -step procedure for installing sad is dlust ated in
Figure 6.12a and described below.
1. Moistening the sod afrer it is umoll,ed helps maintain irk viability. Store it
in the shade during installation-
=. Rake the sail sin ace to- break the mistjest befo-rre laying sod. Ehing the
summer- lightly imp to the soil, immediately before laying the sod to cool the
soil reduce root burning, and diebacl-
Chatham County
Sample Residential Constr*ction sequence
i- Submit a Land Disturbing Permit Application at Ieast 30 days prior eta anV land disturbing actr,ricyr
occuMng.
o. Organ ae pre-construl:tion meeting with Ch atha:m CatmtWatre rshed tarotectna n -Department W
revs site plan prior to land disturbing activities- Land -Disturbing permit and Approved Plans
will be provided at this meeting.
3. Infnal I al I temporary erosion ca ntro I measures according to the information discussed during the
pre-ccnstraction rtreeting. Minimal clearing inay oche in the immediate area a'alI measures to
provide for instal Iation.
4. Permitted land disturbing activities may, begin once measures are installed.
5. complete self-i nspections wesekiV and within 24 hours or a 0.5" D r greater rainfall a vent.
.5. Maintain all erosion and sediment control measures in good working order. 5ilcfencler inlet
protecdon and atheF similar measures must be cleaned out when they aTe hakf fell. -Clogged silt
fence outlets must be ref reshedfreplaoed- silt fence cmnot have hales or tears.
7- Grorunl rower shall be provided as follows:
a` stabilize basins with ground roverimmediatelV after installation. I if applica ble)
b. stabilize diversion ditches Wended to he inserviref*r114j days or more with
lteinparary seeding and erosion contro6 matting. (if applirabie)
C. RDr al I areas cif moderate andjor steep slopes, stabilize area with seed and mattin- if
the slope has nut been disturbed for a period of (7) darys.
d. Pr-avMde around crxversufficient [erestrain erosion on an-0 portion of the site upon
wh Ich further land-distuFbing activity Is not toeing undertaken within i 3A) ralend4 r days
Df to mpora rily or permanen d y sus pen -din B I and disturbing act&fty-
D. Esta blush permanent ground ctx,re r sufficient to restrain a rosio n irnmedkatel,q fol lowing
completion of aorestruCtian or developmefe arkdfor prior to final i nspect on.
9. Re-ins-.alI adequate erosion and sedimentcotrtrol measures andfor increase maintenanre
frequency where approved measures fail to preventacteferated erosion, off -site sedimentation,
or repetitive non-cvmplfance issu-es.
10- Meast.res must be installed at the back of cunt to restrict all wehi€ie access to the construction
entrance. All measures must be installed aims -ding to the approved plats unless approved in the
field by Chatham -county watershed Protection Department staff (approved Meld REvisionf_
fi- Modifications too theapprowed and permitted places shall be approved, by -Chatham county
Wate rihed Pwted& n lle-partrnent staff anrV, prior to removal or instal Iatio n. Contact Chatham
CouFIV Watershed protection Department staff to request an inspection and D btai n a sib -off
on ttkeplaru or an approved Fierd Revision.
12- Once grading and oanstruction act vrties are complete, tempanary measures are removed, and
the sits is stabilLzed call chatham -county watershed Protection Dnri€ion staff to sr:hedule the
fins I inspertion-
13. once the final rnsPECtiots is Eornpletil the permit will be closed and no additional ground
distu rWng adroit ies can ovcur-
a
--a y +'
1 Lf _mok
L-6
Lay gad in a Slaggefed
palterri with strips butted
tightly against each ether_ A
Oarpened mason's trowel can
be used Ic tuck down the ends
and trim pietas_
rage! Butti ng—angled ends Caused by I he automatic
Incorrect sod cutting must lt:ia matched correctly.
• � � 1 1
I 1
* - rt.r 4• MIS �.' i
Roll sod imrnedia*y to Water to a depth of 4' Mow when the sad is as -
achieve firm contact as soon as Il" sod is tolished (2-3 wks)_ Set
frith the soil_ laid, and comInus the rnowerkttgh
watering as needled.
Flgw* al 2e, Prtipor vi tin ion of qrm* and (mo,lw horn Va ia'mq.
3. Do not sod on gtiaveL frozen sails; or souls than hm-e been treated recently
with sterilants o-rh,erbicides.
4. Lay ihe bust raw of sod m a strargbt tm,e with subsequent roses placed
paraged to- --ud. ub ngtightlg against etch aiher. 5tafger strips in a brick -file
patter. Be sure that the sod is not streac ed rr overlapped and that aill joints
are }butte d tightly to pin -ant voKls_ Use a lode or Sharp s?ade TO trim and Tit
nzegulaF(y ;haped areas.
S. Install strips of soul miih rhea Iongest diamensioa perpendicular to the
sl1ojpe. On slopes 3: l or grater. or a�ever erosim may b e a problem ze
sod wEffi pegs or 'staples.
15. As sodding of nearly de{ns3 area: Ln c-Dmpleted roll sod to provuk firm
cuntec-t between roots and rcril_
After rollmg, Tnzgate un-al the mil is veer 4 uwlms below the sod
\A CAR 0
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04
DRAWN BY:
EG
REVIEWED BY:
DMR
DATE: FEBRUARY 8,
2022
SCALE:
N.T.S.
FILE NO.: LEGACY FALLS.DWG
REV. NO.:
NONE
SHEET NO. 4 OF
5

A R
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGOI CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
many calendar
Site Area Description
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
wales, ditches, and
7
None
erimeter slopes
(b) High Quality Water
HQW) Zones
7
None
(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
14
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
atter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
IYUEC. / ILCI LI IC PC IIICII ICI IL L.C]]CILFUI I UI L.UI I]LI UL LIUI I CIL LIVILIC], al ly CI CCI] VVILI I LCI I IPUI CI y
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(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.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCEAND 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).
S. 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 WASTEBUILDING 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.
S. 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.
PAINTAND OTHER LIQUID WASTEAND 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.
S. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETSTOILETS
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 MANAGEMENTSTOCKPILE 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.
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CONCRETE WASH OUTSWASH OUTS
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.
S. 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 RODENTICIDESPESTICIDES 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 WASTEAND 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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTIONA: 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.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPINGB: 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. TI
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
r a similar inspection form that includes all the required elements. Use of
lectronically-available records in lieu of the required paper copies will be allowed if shown to
rovide 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.
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTINGC: 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
() p
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 ofthe 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 7calendardays, 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(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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FREVIEWED
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EBRUARY 8,
2022
SCALE:
N.T.S.
FILE NO.: LEGACY FALLS.DWG
REV. NO.:
NONE
SHEET N0. 5 OF
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