NCC222975_Site Plan or Location Map_20220819

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VICINITY MAP
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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, LOCATTED 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).
C JATHAM COUNTY, N.C.
PROPERTY ADDRESS 3210 SILK HOPE LINDLEY MILL ROAD
PIN NO. 8795-00-55-6624
PARCEL ID 10354
LOT NUMBER -
DEED DB 2012 PG 976
PLAT BOOK PB 2010 PG 194
DISTURBED 189,000 S.F.
SHEET INDEX
1 COVER SHEET
2 EROSION CONTROL PLAN
3 EROSION CONTROL NOTES & DETAILS
4 EROSION CONTROL NOTES &DETAILS
S EROSION CONTROL NOTES & DETAILS
LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
SHALLOW SWALE ----
SETBACK LINE — — — — —
EXISTING CONTOUR — — —101— — —
PROPOSED CONTOUR 101
DRAINAGE ARROW (PROPOSED)
GRADE ELEVATION (PROPOSED) X101.5
LIMITS OF DISTURBANCE
SILT FENCE x x
SILT FENCE OUTLET 4"x
TREE PROTECTION FENCE
WATTLE
DRIVEWAY PIPE `
000 000 000 000 00
CONSTRUCTION ENTRANCE ooCPooCPooCPooCPoo
000 000 000 000 00
ooc�oocpooc�oocpoo
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.
BUILDER INFORMATION
SCHUMACHER HOMES
182 W. HAMLIN BOULEVARD
BENSON, NORTH CAROLINA 27504
JONATHAN SLAUGHTER
P: [phone]
JSLAUGHTER®SCHUMACHERHOMES.COM
MINIMUM SETBACKS
FRONT YARD: 40 FEET
SIDE YARD: 25 FEET
REAR YARD: 25 FEET
(PER R-1 ZONING)
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE:
JUNE 10, 2022
SCALE:
N.T.S.
FILE NO.:
PID 10354.DWG
REV. NO.:
NONE
SHEET NO.
1 OF 5

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SITE
VICINITY MAP
Not To Scale
LINE
BEARING
DISTANCE
L1
S80°27'30"E
220.00'
L2
N10°15'44"E
220.00'
BUILDER INFORMATION
SCHUMACHER HOMES
182 W. HAMLIN BOULEVARD
BENSON, NORTH CAROLINA 27504
JONATHAN SLAUGHTER
P: [phone]
JSLAUGHTEROSCHUMACHERHOMES.COM
MINIMUM SETBACKS
FRONT YARD: 40 FEET
SIDE YARD: 25 FEET
REAR YARD: 25 FEET
(PER R-1 ZONING)
N /F
JULIUS NEILL LINDLEY &
CORI M. LINDLEY
DB 2121, PG 712
N /F
JEANETTE ANDREWS LINDLEY
LIFE ESTATE
DB 1944, PG 264
0 �� S9 s s8 S�
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LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
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
N /F
GARY S. YUZNA &
REBECCA A. MCADAMS
DB 455, PG 1
\� I
PB 2010 PG 194
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LIMITS OF DISTURBANCE
(189,000 S.F. / 4.3 Ac.)
INSTALL TEMPORARY
/I / / / / — — \ / -- I SILT FENCE, TYP.
SILT FENCE00
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ARCHIE CULBERSON
DB 015E, PG 197 6 I I 194.1
30' EASEMENT
CENTERED ON EX.
GRAVEL DRIVE
RAW APPROXIMATE N 14
APB 2010, PG 194) \��58 ��E
1-11\0Q
TEMPORARY STONE
CONSTRUCTION DRIVE
SILK
HOPE LINDLEY MILL ROAD
N CSR 1003
60' PUBLIC RAIN
EXISTING CR EK
(LOCATION APPROX.)
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INSTALL TEMPORARY / \ f% SILT FENCE, TYP. \ \ I
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N /F
ARCHIE CULBERSON
DB 015E, PG 197
GRAPHIC SCALE 100 ,00
( IN FEET )
1 inch = 100 ft.
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE:
JUNE 10, 2022
SCALE:
1" = 100'
FILE NO.:
PID 10354.DWG
REV. NO.:
NONE
SHEET N0.
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.NiM EIZ
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 20 August 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
anchoLM9 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.
1-t
CHATHAM COUNTY
NORTH CAROLINA
nPT•_An. wz-MBaR
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
2018-020
�rAre�sHeQ P¢L7rEfSTON QI1•k�r>tr
SHEET 1 of 1
SANDBAG STAPLE& sTnww rn Le Plwv.. Y l-F
(4 PER Li►1.EF 14 rn1 PLABMC-UNING
96 mll PLASTIC LINING IihTVE MATERIAL
Ell (BPTIaN r
SECTION A -A
13' NOT TO SCALE
SECTION B-B
LATH AND - —III=II11 BERM wooQaR
FLAGGING 4+1 rYDTTn SCALE
9 51u_N METAL&TAKEB
(Y PER BALEY
14 mll Puwli,. LR.In�
CHATHAM COUNTY
NORTH CAROLLNA
WATF.■SHPD P2L7rEC_=N D1VL411N
SANDBAG
PLAN
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[OR EGL, V ALENT)
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STAPLE
id mIl PLASTC uNiHe PLAN STMw elYLe DETAIL
Wf TTO SCALE C-P)
TYPE -ABOVE GRADE" WITH STRAW FIAI F.5
ye
J
WOCOMME SECURELY
"T,
FASTENED AROUND
ENTIRE PERIMETER
NOT TO ESE
WITH TvtO V KCS
NOTES
1- ACI AL LAYOUT TO BE DETER L%fC,,ED Dti THE FIELD.
2_ A CONCRETE W-ASHDU'T SIGN SHALL BB INSTALIBD
C�TTHIlV 30' OF THE TEiPDRARY CONCRETE WASHOUT.
3- NIATERL'►L5 USED TO CONSTRUCT TBAIPORARY
CONCRETE WASHOLT SHALL BE REMOVED FRQRI THE 0ARIFS
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' 5HALJ, BE
BACK T+TT.T.ED, II<IEFr'iIIS AND 5Tr1B=ZED TO PREVENT IOmIPL 4=11 LIAh
EROSION.
rNnASTADHED
2XI Z MUGH
VW&OD FRAME
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
`' o €a ra a o
10
Ra-
gv cs co0 NOTES-
$ 7 1_ THIS DETAIL APPLIES ONLY TO ENTRANGl .S
EMISTING0
2- - r STONE TO BE U$ED rid'# 1 OP INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS
12
ROADWAY ¢ 3sVI�GE STONE OR
I fiILROAD BA9.AST) Q o 2. SILT FENCE SHOULD BE INSTALLED T4 ENSURE
VC;
oo o c+p CON TRTION FNTRANCF IS USED
C�`p
'a i}Ott%aCi'�¢p Ki Gp,y
PLAN
SILT P INCE (SE[ NOTE 2)
3'3Y fLtiM. 1 , MITI. NEW CONSTRUCTION
EXISTiNG RDADYW&Y
1 Y '
j
�-;
6" 1411N, --e.-r,.r' . h.: ,,, �'.I• � '- 12" i4f1N.
f F,.
d
ASRIC UNDER STONE
CROSS SF.C.II
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.f xRYx F.vT SHEET 1 ©{ 1
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE �
FLOW DIRECTION
SIDE VIEW
CHATHAM COUNTY
NORTH CAROLINA
V.T21MHPD P■firEA=_ NOTMAk!
r
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
°a o° f yl s a 71
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NOTE. Oa
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES a o ° a :^,� ❑ a°,
ou °q��."� {1'•f:S �[y�4ty°8 4 d{�i1
SILT FENCE FABRIC HARDWARE CLOTH '--STEEL FENCE POST
ON WiRE FENCE QN 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
I
" AS A REPAIR OF SILT FENCE FAILURES.
I
GRf.CE I, TESEL FENCE POST SET
PP
I larenuli r[r .a r, rll Avi ul u. n �rrr e .
FRONT VIEW THp ANTRENCH 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-ri1L \ C-10EER
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE:
JUNE 10, 2022
SCALE:
N.T.S.
FILE NO.:
PID 10354.DWG
REV. NO.:
NONE
SHEET No.
3 OF 5

Practice Standards aFtd .Spectffcadorti
Definition Fp"T""a"'i} stabilising areas by laying a continuous cov-erofglass sod.
Purpose To pmN mt erosion and damage from sediment and runoff by stabilizing the
sail surface pith permanent mgeratiom when specific roals might be:
t to provide immediate vegetati-�e cm-er of critical areas,
t to sitabilue disturbed areas nith a sortable plant material that r- mnot• be
established by seed or
• to stakes drainageYays, channalc, and other areas of conrm=tadflaw
where flow velocities will not exceed that specified for a grass lining
(,f];P rhdar 8.0. .
Conditions ~!There astunbed areas wbirh require immediate and permamawi,egetatn,e cav r, or
Practice Appll es where sodding is preferred to other means of grass establishiment. Locations
particularly :suited. to stabdimtionvrith sad are:
watesnays and channels- carr•ingmtEnnii tiY� flo-watacceptabl,e vielociti,es
tripgeridar 6_05
t areas around drop inlet: when the drainage area has been stabilized
(P•racuce 6-53, Sad Drop }riot Prutwtlon),
t residential or cprr,muci al lawns and golf Couiises Uhere prompt use and
aesthetics are importauit, and
t steep crimeal areas`
Planning QualA3, turf can be estabhshedWith either seed or sod; site preparation for the
r1Sid ratiens twGmethodsIssmrlar The practice of sodding for soil sbbnLzvtionAuxin ates
bath the seeding and mulching apexatioas, 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-anspDrt and store:
Advantages of properly installed sod include:
t immediate erasion and dust control
• nearly year-round estabad=enr 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 st>dl 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 performs better than seed
Praefiee-Standards arjd.Spec:f7rcadorts
S. Seep sodded areas moist to a depth of 4 inche2 unial the grass takes root.
This cam be determined by gently tugemg on the sod---resissrmce iadioates
that rooting has oc cuired-
9. h aSring should not be attempted until the sad is firmrlg rooted, usually 2-3
weeks.
Sodded warerwa}s—Sod pan -ides a resilient channel hum& pro" 'ding
immediate protection from oomcentzated runoff and elimmahnR the need for
instaling mats or mulch. The following pains haply to the use of sod m
wateruays:
1. Prepare the soil as disc iFsc.rl in Practice 6.30, Grass -lined Chop eels. The
sadt;Wmust be able tovrifl>staadthe velocity of flaw specifiedinthe channel
design (Appendix 8.05).
2. Lay sod strips perpendicular tD the direction of flow, with the lateral joints
staggered in a brick -like pattern. Edges should but# tighty tagetber (Figure
b-12b)_
Flow
w+
�•�- - � ,r.� .�, Ley sW across tha
-diregtion of flow,
Ael
-y�
.�
.•Ar•
m- .A Y F � - , X rl w ,
` -'Lb'- Ak, . .
Use pegs or stables to fasten sad firmly al the
ends of strips and In the censer, or every 3-4
if the strips are long. When ready f-D mow,
drive p8gg Dr staples flush with the ground.
Flgure 10-12b Inuallalion 01 Wd in waterways (modified from Va S'wulGC).
f•---,.--��...�„�.,--�-- µme-. �.r �-.�-.�
1 ' Peg or
In critical areas, secure
sod with netting and
slapies.
0
Iuwat-erways and channels that carry conoentratedflcw, properly pegged sod is
preferable to seed beemuiseitpro4idesimmediateprotecbon_ 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&' rrarr)_ 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 soil 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 appropriate 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 bluegrass, tall fescue, bluegrass,
tall fescue blends, fine -turf (hvbrid) Bo=dagrass, St. Augusumg ors,
centipedegrass, and siap ss- Species sdarbon is primarily datunii++
by region, a%-Aability and intended use (Table 6.12a). Availability 16aries
across the state and from year to year_ New varieties are continually being
dek-elcped and tested Acomplete and curre= listing Dfsod recommendations
can be obtained from Tuppliers or the State Agnicultural Embeasimm 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 Piedmom
Galway, Heundog,
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 recommeridations.
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-
(IbNMC100ifl
(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 e;ta protection am critical areas.
Maintenance Af— ft- fist-ee stater as oet5rssaru to —6 ai, adequate moiy-flim 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 maintimd between 2 and 3 inches unless uthernase specified
At --r the fast p-owing seasoq established sod requires $e�tion, and may
lso arequire lima Fallow sail toast recommenda ors when possible, or use the
rates in Table 6.12b_
References sit., Preparaa-
6.04, Topsoiling
Sud7wd StabilLaelon
6.11, Permanent Seeding
R1 niff Ca vgvanco Maasaras
6.30, Grass -lined C'haunah
Inlet 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 ofsad-C se aahr hlgb-quarty sod of knos4•n ger- tic cTigiq free of
noxious weeds, disease, and insect problems_ It should appear healthy and
%igarous, and conform tea the fallowing specifitati,oms:
• Sad should be machine oA at a uinifoa'm depth of 1:2 - 2 inches (emcludiug
shoat growth and thatch).
• Sod shuald not have been cut in excessi,�ely wet cr dry weather_
t Seclaom of sod shcruld be 3 standard sire as determinedby the sLWplier:
uinf0Tn1, and untnin.
• Sections ofsnd should be strong enough to- support their oAm weugbx_ 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 hows-
Soil preparations —Test soil to determine the mmet requirements for lime and
fErtihwx Soil testa maybe cDndmcbEdbYtba State s431 tesImig labor a reputable
comrr,arrial laboratory. Information on free soil testing is available from the
Ap-G rink Dnision of the North Caralma Depa tnmt of Apicukure cr the
g1 icultuml Fxte=ioa Service. Where sodding mmstbeplamnedwidkut sail
tests the follaelwg soil amendmamL may be suffioieniz-
• Puh-erized agricultural limestone at a rate of 2 tunsfacre (100 Nll,*D
R-)
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.
Equi-%alent nutrients may be applied with other fa-dLxar formulations. These
ame-ndmenin should be spread nTmJv oiver the area, and iat'arpoQated 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 ha1TGw the site to achieve a smooth
and levuaJ final grade.
Complete rail preparation by rolling or cu ltipackiag to firm the soil Aroid
using heavy egxup*nRnt on the area, particularly when the soil is we, as this
may cause m-e compaction. and make A difficult for the sod to take
root.
Sod installailio —A step by -step procedure for installing sad is illustrated. in
Figure 6.12a and described below.
1. MGistaning the sod afrer it is unrolled helps maintain irk siabd t} Store it
in the shade during intstallati,on-
=. Rake the sail sin ace to- break the mistjest befo-r-e laying sod. Ehring the
summer- lightly imp to the soil, immediately before laying the sod to cool the
soil reduce root burning, and diebacl-
Chatham County
Sample Fesid+ential construction 5eguence
1. Submit a Land Disturbing Permf Application at ieast 30 days prwDr to any land disturbing a{ti,rit}
accumina-
o. -Drgan ire pre -construction me-eting with Chatham Comity Uvaite rshed PFotectio-mDepar went W
revi#w ai�te pi an prigrto land di4urhirng activi - Land-f istur ing PLermit and Aprproyed Pfamg
will beprovided at this meetkng
3. Instal all temporarM erosion conrraI measures acrordingto the information d.isrussed during the
pre -construction meeting. Mininal clearing may occur In the tnFmediatf~ area of. al measures to
provide for installation.
4. Permitteed iand disturbing activiJes may begin once feasures are insra Iled.
5. :Compl ete self-i nspections weekly and wh hin 24 hours or a 0.5" o r greater rainfal l e went.
ti. Maintain all Erosion and sediment control measures in good warki ng order. silt fencer inlet
protection and otheF similar measures must be cleaned out when thery aTe half-mi. clogged silt
fence outlets must be refreshedfreplaced- silt fence t=a-nmt have hales or tears.
7- Ground roger shal I be provided as follows:
a` stabili:m basins with ground coverimmediatetV after instaltation. I if applicable)
b. stabilize diversion ditches i:rtendred to he its service far I I$] days or more with
temporary seeding and a rasiD n cantrof matting. (€f applicable)
c- Far al I areas Of moderate andjor steep slopes, mbirlise area YYft seed and matting if
the slope has not been distuFhed for a period of (7) days.
d. PFovbde -round €cwrmfficilent to restrain eroseDn on any portion of the site upon
which further land -disturbing activity+ Is not being undertaken within 114) calendar days
of to mporarily or permanertdy sus pendin g I and disturbing activ-
e. Establish peFinan.ent ground ccwe r sufficient to restrain a rosin n immediately following
completion of cDnstruc6Dn or dewelo pme rot andfar p6Dr to final i nspect bn.
9- Reinstall adequate erosion and sedimentcontrol measurrs and/or increase maintenance
frequency where approved measures fail to prevent accelerated erosion, off -site sedimentatiwn,
or repetitive non-compliance is< -us.
10- Measures must be insta lied at rate bark Of curb to restrict adl we hide access to the cdfLSC Wtion
entrance. All measures must be installed according to the approved plats unless approved in the
field by Chatham (;&unty Watershed Pratec6Dn Department staff tap proved Field SkewisiDnf-
i 1. Madifscatidtd to thLs-apprmM tAd pmrnKud piano shill b" apprfflrAdr N .0hatfrarrl Cauchy!
4vatershed Pratectiom Depar ment staff anIV, prior to rem -oval -Dr iFk=l latinn- Contact Chatham
Courtty Watershed Protection Department staff to request an inspection and obtain a sign -off
on the plarrs orals approved Fled Revision.
12- 0r4ce grading and construction acthrifies afe completer temporary measures are remowed, and
the site is stabilized call Chatham -county Watershed Protection Division staff tit Schedule tfre
final inspection-
13- Once the final inspection is complete the permit will be closed and no additional ground
disturbing aCti itiEs can occur -
a
-7.7-4�
--a +' i
1 Lf _mok too
L-6
Lay gad in a SLaggefed
paltem with strips butted
tightly againet each ether_ A
Oarpened mason's trowel can
be used Ic tuck down the ends
and trim pietas_
angel Butti ng—angled ends Caused by I he automatic
Incorrect sod cutting must lt:ie matched correctly.
• � � y 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_ laiEf, and comInus the rnowerh1gh
watering as needed.
Ftgw* al 2e, Prtipor vi tin ton of qrm* and (mo,lw horn kta ia'mq.
3. Do not sod on g zveL frozen sails; or souls than hm-e been treated recently
with steiilants o-rh,erbicides.
4. Lay ihe first raw of sod m a stray& tm,e nth subsequent rows. placed
paraded to- --ud. ubingtightlg against each aiher. Stagger strips in a brick -file
patter. Be sure that the sod is not streac ed cr overlapped and that aill joints
are }butte d tightly to pin -ant voKls_ Use a lode or Sh3rg s?ade TO trim and Tit
nzegular(y ;haped areas.
S. Imstail strips of soul miih rhea Iongest dimemsioa perpendicular to the
sl1ojpe. On slopes 3:1 or gwter. or ia�ever erosion mar be a problem ze
sod wEffi pegs or 'staple's.
15. As sodding of nearly de{ns3 area: Ln c-Dmpleted roll sod to provuk firm
cuntec-t between roots and rcril_
After rolling, unK= un-al the mil is veer 4 uwlms below the sod
��1111111///
\A CAR 0
�O •OFESS%�.,, ;
' Q SE L -9
- �024
tiGINE O
li� 1'R,rN OPT```.
lt
bi
z
0
Ld
Qf
DRAWN BY:
EG
REVIEWED BY:
DMR
DATE:
JUNE 10, 2022
SCALE:
N.T.S.
FILE NO.:
PID 10354.DWG
REV. NO.:
NONE
SHEET NO.
4 OF 5

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
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
after than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
IYULC. / ILCI LIIC PCI IIIaIICIIL L.C]]ULIUII UI L.UII]LI UL LIUII CIL LIVILIC], airy UICU1 VVILII LCIIIPUIaI 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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10.
A COHESIVE R N N DBAGS (TW J
LOW FLTR NON APLPS
O O O O SANDBAGS (TYP.) SOIL BM COIESI R
O or-- n L7 O O T LINING LOW nLTRATIp!
10 NIL I 1 IDE SLOP SOL NAIA
�.
O SILT FENCE SANDBAGS (TYP.)
BIDE JNING1:1C OR STAPLES 0
0 0 C3 0 04"'M'SW).
A OA (TYP) bDaa
ORR SSTTAPLL ES
,CR,AL LOCATION -IN
�jrllEY
MARIEDSIIA WCLEARLY NARI®D INGNAGE�D
NOTING DEVICE )ae MIN.) SECTIONA-A NOTING DEVICE AFI dE Cagwa YawlplT
110)1011L BINalUEB 811N1 RE NANIANrD
1- CE1LRIwm N _ WOI TIW LOAD ANO/OR 9WO
RFAOIES mat a TIE 81NaR103
z TIW cRIIaWw wwxwr snumlalW.g swL cAP,arr To PRo,wE Aomwlr
E YNNTAMm MIEN 11E NWD NO/OR SgD�•bT' wTM A YNWY lY
R/i9C4 M Cr M SIRIICIUIG4 AnTY. NCIEB Oi rfE♦BWRD.
JA•OIEw w,91WT 61nOmRE IEFOF TO BE ELAN g[II® w1N
PLAN NrARr Nwll® w1x NINAaE Nona ceTTLT:.
BELOW GRADE WASHOUSHOU
T STRUCTURE ABOVE GRAD,69T STRUCTURE
Nor m fONE
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
g g g
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 b the Division.
pp Y
(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
g p g
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 period
p p
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,
() p p Yp ()() () p ,
(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
vo(ume), 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 7calendardays, 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(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
STEEP CUT OR FILL SLOPE
UPSLOPE TOE
SIDE SLOPES
3:1 [NIA)CIPAUM)
STEEP CUT OR FILL SLOPE
{
Lruvi,iuvia mur%Tv
TOP RIM
OF DITCH
2'-17r MAIN.
3:1 SLC PE
CROSS SECTION A -A
ml
NOTE
STABILIZE DIVERSION DITCH WTH TEMPORARY
SEEDING AND EROSION CONTROL MATTING.
POSITIVE GRADE 1.0% MAXIMUM
TOP RIM OF DITCH
PLAN MEW
TOP RIM
2'-0" MINIMUM
DETAM hallw H,S
STANDARD TEMPORARY DIVERSION DITCH �NIAM
ET 1 of
f-RIP RAT' APRON
a
PI J E
NOTES:
1) L = THE LENGTH OF THE RIPRAP APRON-
OW
2) d = 1.5 TIMES THE VAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" flinches).
ILL I� rg3)
IN A ViELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6- (inches) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS,
L 4) A FILTER BLANKET OR FILTER FABRIC SHOUL, UE
INSTALLED BETWEEN THE RIPR,AP AND SOIL FCLNDATION.
IIIITEi.
I +
I I III I I�
d:
i
4
I F
FILTER
FABRIC
SECTION."A-A!
CHATHAM COUNTY
NORTH C A R. O E INA
DETAIL N=NMER
STANDARD PIPE OI.ITLET ((DEFINED CHANNEL) 01s-GO'
sumIIElRrm anmrnrnrx OOilTH@�'r '_1-L=_ - J_'�
ISOMETRIC
� VIEW
U5E A MINIMUM OF 2 STAKE5 USE A OF z STANCES
ON UPSLOPE SIDE � i' ;-•I, L:)PE SIDE BgArk
FLOW'I i WATTLE
I- hh+
,TTI .'.- j I. I COMSLOPE
MATTING
NOTES
GRCVND 1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
i
I I I I 2) USE 24 INCH LONG WOODEN STAKES 'NTH A 2"x2" NOMINAL CROSS
PLAN VIEW SECTION.
4) INSTALL WATTLE($) TO A HEIGHT ON SLOPE S4�P FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
5)INSTALL A MINIMUM OF TWe UPFLOPE STAKE$ AND FOUR
IIAIN, 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DO11Tx5LOPE DOYMSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
AT BOTTOM,
GROUND 6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER $TEEL WRE
I = FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH
- II,III. I I„III II- 7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON IBOTH
SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SDIL,
8) AFTER INSTALLATION OF STAPLES, CHINK ANY CAPS BETWEEN
MATTING I - WATTLE AND CROUNV WITH MATTING-
V-DITCH SECTION VIEW
STAKES
WEAVE STAPLES THROUGH ANGLE STAKES
M1141MUM 4 STAKES MESH CASING OF WATTLE T4 WEDGE
MIN. 2 STAKES ON UPSLOPE ON DOWNSLO;'E WATTLE ONTO
GROUND
GROUND :waTTLE .
IF WATTLE
II I -m TTIN" !' MATI1wG
I
II I I
II fix.
F I
II'
_ 5 APLES STA'LES I
-T* MATTING
STAPLE INSTALLMENT STAKE INSTALLMENT
-
TRAPEZOIDAL DITCH SEC11ONS CROSS SECTION
SEC11ON VIE
C'HATHAM C-OUNTY
MOBTH CAROLINA
STANDARD WATTLE
2ffis-(n$
4ArnIL/NID}R]b:IT1Y:'n OrFDOi2]HIRR SHE ET 1 of 1
%%J1E111111,
�N CAR 0nz
0� .OFESSE
-024
O�F �1
ti0INE O
DRAWN BY:
EG
REVIEWED BY:
DMR
DATE:
JUNE 10, 2022
SCALE:
N.T.S.
FILE NO.:
PID 10354.DWG
REV. NO.:
NONE
SHEET N0.
5 OF 5