NCC223258_Site Plan or Location Map (7)_20220916

A m
0
0
z
SITE
PARK MEADOWS DR.
v S.
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.
. p
1032 GOLFERS VIEW
9'734-00-12-6239
•
C ...14AT.HAM 0 fr'
COUN. Y, N C
SHEET INDEX
1 COVER SHEET
LOT NUMBER 563P 1 1 2 EROSION CONTROL PLAN, LOT 563P
DEED DB 2029 PG 546 I I 3 EROSION CONTROL NOTES &DETAILS
PLAT BOOK PB 2005 PG 195 I I 4 EROSION CONTROL NOTES &DETAILS
DISTURBED AREA 16,700 S.F. I I 5 EROSION CONTROL NOTES & DETAILS
LEGEND
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
SHALLOW SWALE
SETBACK LINE
1all 6**1111[exel"I Its I
PROPOSED CONTOUR
DRAINAGE ARROW (PROPOSED)
GRADE ELEVATION (PROPOSED)
LIMITS OF DISTURBANCE
SILT FENCE
SILT FENCE OUTLET
TREE PROTECTION FENCE
►f117■aI
CONSTRUCTION ENTRANCE
GENERAL GRADING NOTES
---101---
101
X101.5
x x
x
a 0-
000 000 000 000 00
0o CJ'oo CPoo CJ'oo CPoo
000 000 000 000 00
ooc�oocpooc�oocpoo
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.
\N CAR
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE:
JUNE 3, 2022
SCALE:
N.T.S.
FILE NO.: CHAPEL RIDGE.DWG
REV. NO.:
NONE
SHEET NO.
1 OF 5

0
SITE
PARK MEADOWS DR.
v S.
VICINITY MAP
Not To Scale
BUILDER INFORMATION
TRIPLE A HOMES
2002 PRODUCTION DRIVE
APEX, NORTH CAROLINA 27539
GERRY FELTON
P: [phone]
[e-mail]
MINIMUM SETBACKS
FRONT YARD: 40 FEET
SIDE YARD: 10 FEET
REAR YARD: 30 FEET
REAR YARD ADJACENT TO GOLF COURSE: 40 FEET
(564P
cs cs
cs U_�
co ss
WR54'48"E \ \
166.51'
I 8„PINE Cj \\
I` \ 1>
12"PINE
\ SE IBACKS
8 Plf7/I �J' 563P \\ `, ss
,E
�INE I 20,607 S. F
I
8„ c '� / 0.47 A 8„PINE
o i PIN � 11.8 n NINE \\\
6.3
��� PATIO 8"PINE
O SCREEN j J
I �
20"PI� L.n PORCH O 217.8 27.\1
O
562 P 16.2 O 15.8
" h" THE KENNEDY LYNN �J \
8 M 0 202/-
0 cs o
�I-' N I5"PINE CRAWL SPACE , _ _ 8„ 12.0'
F O U N D-A TLQN -w
12"PIN L,,f 2.0 -3SCAR 14_0__j
z� f✓'�I `� PER PLAN e e e
: 12 12 Fq I
5 ,�L co
16.9 Oi i „MIX -
1 1 10.1 1 7.6 0.4 o e b
12 PINE �� _ 16.9 J 1
12 PINE
15"PINE I
8"PINE
8"PINE i 46.0_'
20"PINE �iivt I
552 -
-v- 1,0 8"PINE
12"PINE `- - -
-� - 1-2-P,-
C1
GOLFERS VIEW
50' PRIVATE R/W
EXISTING CONDITIONS
554
SIGHT
TRIANGLE
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).
200� P
G �g�/1gg
\ PB
i
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.
(564P
cs cs
cs cs
Ca
I \
N19`54148"E 66.51' \
LIMITS OF DISTURBANCE
(±16,700 S.F.)
(562P
INSTALL TEMPORARY
SILT FENCE, TYP.
CURVE
RADIUS
ARC LENGTH
CH LENGTH
CH BEARING
C1
775.00'
101.06'
100.99,
S25°55'55"W
C2
20.00'
30.51'
27.64'
N14'02'29"W
C3
175.00'
125.24'
122.58'
N78*15'07"W
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
i \
I � \
\ SETBACKS (TYP.)
-- - - - - - - - - --- \ `
\ \
I \\ \ \` ��� `s
20,607 S.F. 563P\
0.47 AC \ \ I
IX-X-77F--X-X-
I 5 / SILT FENCE \ \
I \
�jZ_
/ \I y
\` ':A
-
557.0
Ld 557.0 556
K w j I\
� \ �o
PROPOSED •�, o 0 000
z HOUSE �'/ o 000 00o _ ' 00
x FFE=560.0 - - - �' 00 00 0 O 0000
- - O 00001 00 000
0000
00 o I
557.5 W
GARAGE I
556 I AB
FFE L558.0
I
557.E I �
x i 557.5 557.1 z
L - - - - - - - 557.5 I mx
\ - - - - - J
4 x
54 -�
554
552-- 1/ _-----___
SILT FENCE \ - -
X X V-
SILT FENCE
OUTLET
�v •
C1
GOLFERS VIEW
50' PRIVATE R/W
SITE PLAN
6
SIGHT
TRIANGLE
TEMPORARY STONE
CONSTRUCTION DRIVE
INSTALL TEMPORARY
SILT FENCE, TYP.
CONCRETE
WASHOUT AREA
SILT FENCE
OUTLET
GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
\N CAR 0
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE:
JUNE 3, 2022
SCALE:
1 " = 20'
FILE NO.: CHAPEL RIDGE.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#
Fertili2er
000#
Limestone
4000#
Limestone
WASTE AND BORROW AREAS
March 1- August 31
September 10 - February 28
75#
Tall Fescue
759
Tall Fescue
25#
Bermudagrass (hulled)
25#
Berrnudagrass (unhuded)
504#
Fertilizer
51)o##
Fertilizer
4000#
Limestone
4000#
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
RATP..1MHEDP¢OIE'TTCiND VtMnN
PERMANENT SEEDING/MULCHING SPECIFICATIONS
]DE -TAIL f4UMBETt
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
anchoLmg 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
201842q
­_1111¢oxE 11 DIT•L�r>tr
SHEET 1 of 1
LATH AND
FLAGGING ON
S
SANDBAG
10 mll PLASTIC LINING
11
3'
- — II�IIII BERM
CHATHAM COUNTY
NORTH CAROLLNA
WATF..n HPD P2L7rEC_=N D1VL9TGK
$T/.PLE& smww �Le PINPGa WWF
(2 PER SOLEF .4 rn1 PLAB.IG LINING
fWn VE MATERIAL
(0P rw:mAL}
SECTION A -A
NOT TO SCALE
SECTION B-B
NOT TO SCALE
WdOb BR
METAL&TAKE8
(2 PER BALEY
G' UNIMU
SANoeAG
PLAN
N4T TO SCALE
=RM
ITrE"BELOW GRADE"
4
41��
{
B—A 11 LETTERS
9' HEIQHT
r LAG SCREW6
I I riASr,OUT
W
COuCRETE WAS46UT
WIN DETAIL
[OR EGL, I V AL ENT)
STE L % STEEL WIRE
STAPLE
id mll PLkSTC LINING PLJ STMw elYLe DETAIL
N lr TO SCALE {TM%
TYPE -ABOVE GRADE" WITH STRAW FiAI F.5
17 M PLAITIr L RAW'
WOOOMME SECURELY
FAUTENEDARDLIND
$ECTI4N E3�
ENTIRE PERIMETER
NOT TO EC:ALE
WITH rvaO STAKES
NOTES
1- ACIUAL LAYOUT TO BE DETER%fC,,ED Dti THE FIELD.
2_ A CONCRETE W-ASHDU'T SIGN SHALL BB INSTALIBD
C, 111:11 30' OF THE T IMPORARY CONCRETE 'ASHOUT.
3- NIATERLAL5 USED TO CONSTRUCT TEMPORARY
CONCRETE WASHOLT SHALL BE REM0 EID FRORI 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
rNnASTADHEO
27512 MLPEH
MOOD FRAME
STAKE
;TYPy
BALh7TT.T.FD,=AIISAND 5TAB=ZEDTOPREVENT IOmIPL4=11GLINING � tiorrls"nLE TYPE"1kDOYEGROUNC}
EROSION. WITH WOOD PLANKS
DETAIL N—UM3ER
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 1n 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 SdTE
t=�C
gv cs v 2 NOTES-
1_ THIS DETAIL APPLIES ONLY TO ENTRdLNGC ;S
7
EXISTING
2" - " ST�iNE Tr] 1JS�1? rid'# OP INDIVIDUAL SIN-GLE FAMILY RESIDENTIAL UNITS
12
fii}JU71NJ4'f� a �' {SVi�GE STONE {�#� �0
RAILROAD BALAST] �Q o tom. SILT FENCE SHOULD BE INSTALLED T4 ENSURE
0 0 �a CON TRUIC;TION FNTRANCF IS USED
CIO
E? G._..
PLAN
SILT P INCE (SE[ NOTE 2)
CONSTRUCTION
3'3` fLtiM. 1 1 MIN.
EXISTING RO,+�DW&Y
1
y j+
6" MIN, -.,-r_ . h.: ,+ �,:• L 12" il�lw.
ASRI C UNDER STONE
CROSS SE.,,C.T.
HATHANS I
N 4 R T H CAROLINA
DETAIL NCT.iBER
-` RESIDENTIAL CONSTRUCTION ENTRANCE
2019-003A
77i7M'i7`T77-7.7-77 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 CAROLLNA
V._rMHPb PQ02E1r=N 01VMW
r
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE J
f yl s a 71
r a-i] � o"a " r
/}�� {�{ 4¢ o
NOTE Oa O o G p-
SILT FENCE FABRIC TO OVERLAP o D
HARDWARE CLOTH BY 12 INCHES a floa a ^� ❑ , ac,
ou op��`"9 {1'•f:S �[y�4tyo8 4 d{�i1
SILT FENCE FABRIC HARDWARE CLOTH '--STEEL FENCE POST
ON WARE 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
1 AS A REPAIR OF SILT FENCE FAILURES.
GRf.CE I, STEEL FENCE POST SE
i iarenu�i r[r .a r,rii ��uAviul u. n �rrr eo Ao
FRONT VIEW THE
TSILT RENCH
NCE FABRIC 6 INCHES INT^
STANDARD SILT FENCE OUTLET
DETAIL 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.RfN WVL4iW
SILT FENCE FABRIC'
INSTALLED TO SECOND
k, WIRE FROM TOP zk
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
Chatham Counter
Sample Residential Consiruction.Sequence
1- Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing actiwi't}r
occurring..
I Organize pre -construction meting wiith Chatham County Watershed Protection Departrnentto
review site plan prior to land disturbing activities- Lard-Distulrbing Permit and Approved Plans
t ill be provided at this meeting.
S_ 1 nstal I a II temporary erosion control measures according to the information discussed during the
pre-conistruction m eeting. Minimal dearing may occur in the immediate area of all meawres to
provide fcf insta Ilat ion.
- Permitted land disturNng acdAtties may begin once measures are ingalled.
5- Complete self -inspections weekly and wwithlin 24 hours or a 0.5u or greater rainfall -event.
6- Maintain all erosion and sediment control me'asu res in good wing order- Silt f en inlet
protection and other similar rneasures rust be �deaned out when they are half full_ dogged silt
fence outlets must be refrleshed/rep laced. Silt fence cannot have hones or tears.
7- Ground cover shall be prorided as foll s-
a. Stabilize basins with ground cover immediately after installation. (If appficable)
b. Stabilize diversion ditchhes intended to be in sen,-ice for (14) days or more with
tem pora ry needing a nd erosion control matting. (If appl icable }
c- Fo r a i1 are as of akederate and/or steep slopes, stabi I ize a rea wit h seed a nd matt ing if
the slope has not been disturbed flora period of (1) Nays_
d- Provide ground cover suffbent to restrain erosion on any portion of the site upon
which further la rid-distAu rbing activity is not beirftg undertaken vwithin (14) cal a radar days
of temporarily or perrranerT'tly suspending land disturbing a ity-
e. Establish perma rent ground cover sufficient to restrain ere si on immm a diately folknvwing
compl etion of construicdon or development and/or prior to ff clad i nspe ct ion-
9- Re-i nsta 11 adequate erosion and sediment control m e asu res and/or increase ni ai rltenance
frequency vdh ere approved measures fail to prev°errt accelerated erosiofl, off -site sedimentation,
or repetitive non-compliance issues_
10- Measures must he i nstailled at the back off curb tap restrict all vehi de access to the construction
entra n ce. Al I measures must be i nsta 11 ed according to the approved pl an uni ess approved i n the
field by Chatham County Watershed Protection Departmr ent staff (appror ed Field Revision).
11- Modifications to the a pproved and permitted pl ans sha 11 be apprm-ed, by C°ha ►hare Count}
Watershed Protection De partment s af- 0 9'�-, pric r to rem ova 1 or i nsta 11 ati on- Contact Chatham
County Watershed Protection Department s<af` to request an inspection and obtain a signoff
on the plans or an approved Field Revisic9.
12- Once grading and construction activities are complete temporary measures are removed, and
the site is stabilized call Chatham County W•atershed Protemon Division staff to schedule the
final inn-
13. Once the final inspection is complete the permit gill be closed anld no additional ground
disturbing activitties can occu r.
DE2ILL \ UNLEER
20184M
SHEET 1 4 1
�TTTuuTT°°
R 0
�O •OFESS%�.,, � ;
SE L
024
O� F
tiGINE O
9ti���,. .'R,1N
DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE:
JUNE 3, 2022
SCALE:
N.T.S.
FILE NO.: CHAPEL RIDGE.DWG
REV. NO.:
NONE
LSHEET No.
3 OF 5

Practice Standards aFtd •SpectffcadoFts
Definition Fp"-""'a"'i} stalml� areas by lar}�a• g a caotinuous ca{�erofglass sod.
PurpoSe To pmnent erosion and damage from sediment and runoff by stabilizing the
foal surface n-lh permanent vegetation -where specific goals might be:
t to prnbvzde immediate vegetative cover of critical areas,
t tc- stabilize disturbed areas n•ith a sortable plant material that cameo# be
established by seed, or
• to siabiliize durainageways. channalc, and other areas of conrantrated how
where have velDcities will not exceed that specified for a grass lm�ng
(dpPfflLdar 8.0. .
Conditions Where asunbed areas wbirh require immediate and perm aiew -egetatn,e coo-er, or
where sodding is preferred to other means of pass establishmsent. Lacatio
Practice Applies ms particularly suited to stabs iu tion Vnith sad are:
waternays and channels- carr•ingiintermit tiiY� bawatacceptabl,e velocities
ipgendar 6_Oij,
t areas around drop inlet: when the drainage area has been stabilized
(Practice 6-53, Sod D,ng I niet Pmtaeteon),
t residential or • t )Zn1 e i al lawns and golf cuarsen Where prompt use and
aesthetics are important, and
t steep critiCA areas
Planning QualA3, turf can be establishedWith either seed or sod; site preparation for the
nsid a rati ens tvso methods is smrlar The practice of sodding for soil stabiibzvtiom eliminates
bath the seeding and mulching operations, and as a much more reliable method
of prod+ mug adequate cov-er and sediment evmitrol. Ho n-er: compared too-
seed., sod is more difficult to obtain. h ansport. and store.
Advantages ofproperly installed sod include:
t immediate erosion and dust control,
• nearly year-round establishmzenr capabiity,
t less chance of failure than with wading:
t freedom from weeds, and
• rapid stabilization of surfaces for traffic areas, channel linings, or critical
areas.
Sod ran be laid during times ofthe yearwhen seeded grasses may fail- provided
there is adequate hater available for irrigation m the ea& weeks. Irrigatiam
is essential, at all times ofthe year, to install sud- It is initially more costly to-
install sod than to plant seed. Howmw, the higher cost may be justified for
specific applications where sod performs better than seed
Practice Standards aFjd.Spec:f7rcadoni
S. Seep sodded areas moist to a depth of 4 inches =31 the grass takes root.
Tbis can be determined by gently tugging on the soil--resissrmce indicates
that rooting has occurred.
9. Mavti•ing should not be ademg ted unM the sad is firmly rooted, usually 2-3
weeks.
Sodded iw arerwaR} —Sod provides a resilient channel lima& providing
immediate protection from CfMCeStratEd runoff and elimmaiina the need for
installing mats or mulch. The following points haply to the rise of` sod in
waterua ys:
1. Fiapaue the soil as described in Prctke 6.30, Grosz -Inroad Chop eels. The
sadt3,Wmustbe able tovritl>standthe velocity offlGwspecifiedomthe channel
design (Appeudoe 8.05).
2. Lay sod strips perpendicular to the direction of $ore, wilh the lateral joint
staggered in a brick -like pattern. Edges shadd but# tigb* togetber (Figure
b.12b)_
Flow
1�1l- .�i Y • F , X ill �� ,
Ak,
Use pegs or stables to fasten sad firmly al the
ends of strips and In the center, or every 3-4 •
if the strips are long. When ready t-D mow,
drive pm�gg or staples flush with the ground.
� s"9690�
EIR" i? '
F
Flgure 9-12b InuallMon of hod in waterways (modified frorb Va 5'wtlGC).
Lay sed across tha
diregtion of flow,
f•---,.--��...�„�.,--�-- µme-. �.r �-.�-.�
Peg or
z x sle,ple ,:
In critical areas, secure
sold with netting and
slaples.
Inv atervraysandchannelsthatcarryeont�attatedficrw properlypeggedsodis
preferable to seed beemiseitprovidesimmediateprotection_ E}ropinlets placed
in areas to be grassed can be protecbEd from sediment by placmr permaneir
sod strips around the inlet (Practice ti_53, SodDW-op Inlay Frot'&> Worr)_ Sad al - a
maintains the necessary Fade around the inlet.
Became sod' composed of living plant; that must receive adequate care, final
grading and sad preparation should be complamd. before sod is delinwed. If
left rolled or stai&4 heat can build up mode the sod. causing severe damage
and lass of costly plant 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 toKentu&q bltiegzass, tall fescue, bluegrass,
tall fescue blends, fine -turf (hvbr d) Bermudagrass, St. Aupmuniagass,
oentipedeg=, and map ss- Species selection as primarily deterniumb
by region_ a%-Aability and intended use (Table 6.12a). Availability varies
across the state and from year to year_ New varieties are continually being
dem oiled and tesuNi Aco-mplete and curre=listr* Dfsod recommendations
can be obtained from Tuppliers or the State Ao icultural Fahewiam office. Sod
composed of a mime of varieties may be preferi�ed becuase of its broaden
range of adaptability.
Table 6.12a
Types -of sod Available in
North Carolina
Varieties
Region of
Adaptation
Cool Season Grasses:
Kentucky blugrass blend-
Mountains
Tell fescue blend
Adventure, Brooksfan,
Mountains
Falcon, Finelawn,
and Piedmom
Galway, Houndog,
Jaguar, Otyrnpic, Rebel
Tall fescuelKentucky
Mountains
bluegrass
and Piedmon:
Warm Season Grasses:
Hybrid Bt:rmuclagrass
Vamont, Tifway, Tifway
Piedmont ana
II & Tit -green
Coastal Plain
Zoysiagrass
Emerald, Meyer
Piedmont and
Coastal Plain
Cent pedegrass
No improved varieties
Piedmont and
Coastal Plain
St. Augustinegraus
Raleigh
Piedmont and
Coastal Plain
'A large number of varieties
exist--4onsult suppliers and your local
Agn cultural Extension office
for recommendations.
Table 6.12b
Characteristics ofthe Principal Lawn Grasses Grown as Sad in North Carolina
Species or M bcture Adaptation
Shade Heat Cold Draught iNear
Kentucky bluegrass
good
fair
good
goad
Kentucky bluegrassl
good
good
goad
good
Tall fescue
Tall fescue
good
good
goad
good
Hybrid Bermudagrass
poor
good
poor
excel_
Centipedegrass
fair
good
poor
goad
St Augustinegrass
good
good
poor
good
Zoysiagrass
fair
good
fair
excel.
Adapted from Carafina Lawns. NCAES Bulletin no. AG-69.
6.12.E
good
good
Maintenance
Annual
Mowing
Fertilizer
Height°'ring
Frequency
(IbNM000ifl
(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$errolhng ortampmg to create a firm contact peg or staple iud1rnd cal son
strips to rests# washout dining estabb bmenf Julie or other netting material may
be pegged over the sod far Emu a protection on critical areas.
Maintenance ,'k#frs the fast week v�ater as oet5rssaru tb mar ain adequate moi3tvre n the
root zane and prevent dormancy of the sad_
Do not remove more than one-third of the shoat in amr inGwing. Grass height
shouk be maintanied between 2 and 3 inches unless othem a specified
Alter the fast pawing seasaq established sod requires fe�tion. and may
also require Erna Fallow sail test r&commendation5 when possible, or use the
rates in Table 6.12b_
References Sit., PrParaar
6.04, Topsoiling
Sud7wd StabilLatio n
6.11, Permanent Seeding
6.30, Gras -lined Channels
Inlay Prcvecrrorr
6.53, Sod Drop Inlet Protectiom
�pparedacas
8.02, Vegetation Tables
8.05, Design of Stable Channels and Diversions
PracticeSlarldards aFjd •SpecrfrcadoFjs
Quality of sad- C se aahr high -quality sod of knopm ger Egic origin, free of
noXicus weeds, disease, and insect problems_ It should appear healthy and
v2gorons, and conform to the fallowing specifitatioms:
- Sad should be machine o A at a umform depth of 1:2 - 2 inches (emcluding
shoat gfovAb and thatch).
Sod should not have been cut in excessrVely wet or dry weather_
- Sechom of sod should be 3 standard Kim as determined by the sLqYpher:
u]aiftirrn, and u]nimn.
Sectiam ofsad should be strong enough to suppart their oAm weight_ and
retain their size and shape n•hten lifted by one end.
Harvest, delivery and mstallatio-n of sod should take place within a period
of 35 hours -
Soil preparation —Test foil to determine the mmet requirements for lime and
fErtiliz r Soul tests maybe conductedbytba State soil testing labor a rep able
co•inwX'ial laboratory. Information on f -ee soil testing is available from the
Agronomic Ihvision o-f the North Carolina E}epartment of Agxicukure or the
e gnmltur l Fxten,-ioa Service. Where sodding m ustbeplanned witbout sail
tests the f III i g soil amendments may be suffitie=_
Puh-erized agricultural limestone at a rate o-f 2 tonsiacre (100 Ib1l,%0
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.
En, i-%-Aezit mrtrients may be applied with other fm-tihzer formulations. These
amendments should be spread nTmJv over the area, and H' 2mrpoQated unto the
tap 4-B inches of sail by &Acing, harrowing: cr other eff�^tive means. If
topsoil is applied- follow specifications given in Practice 6-04, Tvpsodipig-
Prior to laying sod clear the soil surface of trash_ debris, roots, branches,
stones, and clads larger than 2 iimb in diameter. Fill or level low spots in
order to word standing water. Rabe or hairous the site to achieve a smooth
and lei -al final Fade.
Complete rail preparation by rolling or cultipacking to- firm the soil Avoid
Using heavy egxup*nert on the area, particularly when the soil is wet, as this
may cause eacesm-e compaction_ and make A difficult for the sod to take
root.
Sod instslla6o —A step�by-step procedure for installing sad is illustrated in
Figure 6.12a and described below.
1. MGisrening the sod after it is tinrolled helps maintain ds viability. Store it
in the shade during installation_
2. Rake the soil sm-hce to break the carat just before laying sod. E}uring the
summer- lightly imp to the soil, immediately before laying the sod to cool the
fool reduce root burning, and dieback
TV
IttrllrING krT FOR
PRC"SEd DF I VEPtAY` 4%LY AT 10CATCKINS AS DnECTED
PAVE —11 S APEA WITH yl� &Y r4E F'T'jLIFE A
D0114CRE TE PA'r'.EJtE
•-61110TH "' fa-43p,CE E[y Oft
I EXI. 91 E %G PA:oFYLNT
Lay gad in a 51.aggefed
paltem with strips butted
tightly againet each ether_ A
s-harpened mason's trowel can
be used Ic tuck down the ends
and trim pietas_
orrecl Butti ng—angled ends Caused by I he automatic
InoarreCt sod cutting must 1 9 matched comsetiy.
• � 1 1
I 1
rt r� . _&
*
stall sod imrnedia*y to Water to a depth of 4' Mow when the sad is es -
achieve firm contact as soon as Il" sod is iblished (2-3 wks)_ Set
frith rho soil_ IaiEf, and eomInus the rnowerkttgh
watering as needed.
Ftgm* al2e, Prtpor vi;Wtmllon of gmss and (mo+lna d ham Via ia'mq.
3. Do not sod on gtiaveL fro= sails; or soils that hm-e been treated recently
with stuilants Grharbicides.
4. Iay it~e first = of sod m a stresght tm,e vnth subsequent rows placed
paraged to --nd. ubingtigbttg agaimt etch artier. Stagger strips in a brick-Rke
pattern. Be stye that the sod is not streac ed ar overlapped and that all joints
are }butte-d ughtl} to pin -ant %-beds_ Um a kite or sharp made ro trim and Tit
nzegulaFsy ;haped areas.
S. Install strips of sod miih rhea Iongest diamensiaa perpendicular to the
slope. On :lopes 3:1 orgmaOmter. or to a problem samze
sod wah pep or 'staple's.
45. As sodding of dearly deed area: Ls eompleted roll sod to prove firm
cuntec-t between roots and rml-
7. A berrollmg, urigate umbTi the mil is veer4 inrheg zelowthe sad
I y � S' DEEP -GAW fiU?
- i
Ci :'iJ gal 4 -U;jF - �
B 1=TiVi1= E',i E L L IY t � 1"rr E E kt RE 5 E 1. C ESE ; Y
IEXI.STII+tG PRIyE41AY
+ r ILPF.CF1r• St_ a DRTVEW�.x-Y IPAVEWENT
RAO1479 -21-SO � r � RA3i.,'IS 2!-PT Pa.3'EYENr
x - METHOD OF TIE IN
' W 1EN E:ca&TI hka CR CV='NAw PAV E11F - 131 Cwep.ETE s"
�H r GRASSVJT 2' DEEP ._:O1Nr .tor '"--E PO:Nr Cp ME
4REA AREA
=�r tylT�t as, 3 sr k+a 3FI EV onAr` •314.+VE SJkMN dOIFlr
} 1 - PERP'ENEtIC L I TO E13a CF EXIsr-_ G cImEIrky P.AWT_mE`dr.
'M(P
r
C
VTR EAr ' H I 5 AFI F}..itti..i Sift UIRF
14 YP C. L 9E=3 0N OF PLAM.
PARTIAL PLAN 'OF PAVED DRIVEWAY TURNCW
,S E ON PF:DPOSED D~I EXI 5"ING 2 NTEFSFEE-71FtG DFiI'r'€NdYS
Elf : ST rFA. c� PFyMP4cs
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PAVEIIIEHT ONLY
AT L-C-C-?+' TON AS 7"T pEC-Fl)
9Y THE E'YQINEE-q.
SECTION C - C
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ALL OWES Ste, 01E AA3{ ENS
ORIVEWAY TURNOL T ORADE S
DRIVEWAY TURNOUT
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE:
JUNE 3, 2022
SCALE:
N.T.S.
FILE NO.: CHAPEL RIDGE.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]]ULFUII 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 FLTRATION 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'St).
oN B-B
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 81Nan103
z TIW cRIIaWw wwxwr snumlalW.g swL cAP,arr To PRo,wE Aomwlr
E YNNTAMm MIEN 11E NWD NO/OR SgD�•bN wTM A YNWYlY
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
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
g g
measures clearing and grubbing, installation of storm
g g g,
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
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 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 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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