NCC223258_Site Plan or Location Map (2)_20220916

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DOWNTOWN
PITTSBORO
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.
64 APPLEBLOSSOM CT.
9734-00-25-0237
83347
CH
APEL RID
DDI
GE
VISION
INDIVIDUAL LOT
EROSION CONTROL PLAN
LOT O-526
CHATHAM COUNTY, N.C.
SHEET INDEX
I COVER SHEET
LOT NUMBER 0-526 1 1 2 EROSION CONTROL PLAN, LOT 0-526
DEED DB 2222 PG 228 I I 3 EROSION CONTROL NOTES &DETAILS
PLAT BOOK PB 2006 PG 284 I I 4 EROSION CONTROL NOTES &DETAILS
DISTURBED AREA 15,000 S.F. I I 5 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 >K
WATTLE {
DRIVEWAY PIPE `
000 000 000 000 00
CONSTRUCTION ENTRANCE ooCY'ooCPooCJ'ooCPoo
000 000 000 000 00
ooCPooCPooCPooCPoo
GENERAL GRADING NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
2. FINISHED GRADE TO BE SLOPED AWAY FROM
FOUNDATION 6" IN THE FIRST 10 FEET.
3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
DEED RESTRICTIONS, EASEMENTS, RIGHTS -OF -WAY, UTILITIES AND
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
DESIGNING STEPS, PORCHES, DECKS, ETC. AS NECESSARY TO
PREVENT ENCROACHMENT INTO SETBACKS.
5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON
ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF
PORCHES, SLABS, DRIVEWAYS, PATIOS, AND SIDEWALKS, ETC.
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN
WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
11. CHATHAM COUNTY AND NCDENR-LQ RESERVE THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATE.
12. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL (1-800-632-4949)
TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE: NOVEMBER
5, 2021
SCALE:
N.T.S.
FILE NO.: CHAPEL RIDGE.DWG
REV. NO.:
NONE
SHEET NO. 1 OF
5

SITE FERS \JON
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FRKS -~ p R CHAPELEPp0�s RIDGE DR.
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H WY. 64
DOWNTOWN
PITTSBORO
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Not To Scale
OWNER 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
120 \ N/F
` CHAPEL RIDGE
444- - - - N6425'116 E 4g 1p, 80 \ \ COMMUNITY ASSOCIATION, INC
D.B. 1377, PG, 1172
80
120
446- --_
Bm
--- 8M 12M N694-0'05„E 120 ------
g .gs,
` g 100
448--- _ 4.30
N52°16'30"E
1oM 0-52, -__-- _--
10 0 __ - 46.8', 80
450- - -
- _ 80 � __80
80 �140 140� -100 120 -
20,845 S. F
2 ---_- 80__ 0_48-Ac. 160� 100 - -
4�
100
E
5
80 �`
_120-
\ _
120 -
07-_ 1 40
- - - - _ _ 160 PROPOSE
SIN ,FAMILY 8M
S ENC-� 452
d2OCRAWL SP3-CARE _
12 P
-
100 co454
� 100 --��,
•� 11.0'
10 M , ,4S
e e
/ 8P 1 40 25.0-
�Q 0 ' o \ \
�D
80 `Sc� 0 0
11.0' 12P
0
8P
C) _-
16.012C 460
'58.5' o
8P e 10M
8P 8P
10' UTILITY / o
EASEMENT
AREA
/ oC18 P
APPLEBLOSSOM COURT
50FRS.-ATE RrW
EXISTING CONDITIONS
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).
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.
N /F
` CHAPEL RIDGE
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
WATTLE
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
444- - - - N6425'116„E 49.10, \ \ COMMDUBNIT ASSOCIATION, INC
,201 ,04"E \ `�
26 s
446- --_ _
---- N6g40'GS„E \---------442
SILT FENCE
448 - - - OUTLET 0 �6 20, 845 S.1 � N52 16'30"E
C. ----- __
_ -444
\mSILT FENCE
450- - - _ - X IL X�X 2- - OUTLET
-446
48
452.8 ` \
451.0 \
-101- -
101
X101.5
�rflTffTn
INSTALL TEMPORARY LF7 7 -450 LIMITS OF DISTURBANCE
SILT FENCE, TYP. - - - 5 - _ _ _ _ (±15,000 S.F.)
PROPOSED
HOUSE-_ _
FFE=461 .5 452
/NCP 4a6 0 45
-, 458.5 p
0525 , - , _ _ �456 0527
GARAGE -
FFE=459.0
f
CONCRETE 458.5 45 5 458.5 I /
WASHOUT
AREA, \
0
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x o00 0
0O o
�x °OCR ks
CURVE
RADIUS
ARC LENGTH
CH LENGTH
BEARING
PS53-48'03
C1
55.00'
35.32'
34.70'
"W
10' UTILITY
EASEMENT
AREA
i
m
CC11 O
____460
INSTALL TEMPORARY
SILT FENCE, TYP.
TEMPORARY STONE
CONSTRUCTION DRIVE
APPLEBLOSSOM COURT
50FRS.-ATE Ri,,,-
SITE PLAN
GRAPHIC SCALE
20 0 10 20
( IN FEET )
1 inch = 20 ft.
CA R
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE: NOVEMBER 5,
2021
SCALE: 1 "
= 20'
FILE NO.: CHAPEL RIDGE.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#
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)
5w#
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 f4UMBEIZ
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) 120 August 15 - December 31
Soil Aliaendmen#s
Follow rec.onimendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A dist with blades set nearly straight can be used as a mulch anchoring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
CHATHAM COUNTY
NORTH CAROLINA
nPT•_An. wz-MasR
TEMPORARY SEEDING/MULCHING SPECIFICATIONS
201842q
�rAre�sHeDP¢LxrErrrnN alT•L�r>tr
SHEET 1 of 1
LATH AND
FLAGGING ON
951L'.'
SANDBAG
10 mll PLASTIC LINING
Ell
3'
- — II9EIII, BERM
CHATHAM COUNTY
NORTH CAROLLNA
WATF..n HPD P2L7rEC_=N D1VL9TGK
SrAPLE& sYnww �Le Plwv.. Y l-F
(2 PER SOLEF 10,1 PLIBMC-LINING
"ATVE MATERIAL
(BPTIONAL}
SECTION A -A
NOT TO SCALE
SECTION B-B
NOT M SCALE
N dOb 8R
(Y PER EJiEY
1 N Ir NIMIJ
SANDBAG
PLAN
NOT TO SCALE
=RM
ITrE"BELOW GRADE"
41
{}
e _L
BLACK LETTERS
9' Ff10HT
r LAG SCREW6
I I riASITOUT
W
COuCRETE WAS46UT
iN DETAIL
(O31R EGL, I V ALENT)
STE L % STEEL WIRE
STAPLE
id mII FLASTC LINING PL.IiPJ STMw elYLe DETAIL
WIT TO Sew P {TM%
TYPE -ABOVE GRADE" WITH STRAW FiAI F.5
WOCOMME SECURELY
",.,T,..
FASTENED AROUND
ENrIRE PERIMETER
NOT TO EC:ALE
WITH MO VARMS
NOTES
1- ACIUAL LAYOUT TO BE DETERL%iL�'ED Dti THE FIELD.
2_ A CONCRETE W-ASHDU'T SIGN SHALL BB INSTALIBD
M,TTHIlV 30' OF THE T IMPORARY CONCRETE ASHOUT.
3- NIATERLAL5 USED TO CONSTRUCT TBAIPORARY
CONCRETE WASHOLT SHALL BE REMOVED ED FRORI THE
0ARIFS
SITE AND DISPOSED OF OR RECYCLED-
4- HOLES, DEPRESSIONS OR OTHER GROL-]D
DISTURBANCE CAUSED BY THE E-E-MOVAL OF THE
TEIfPORARY CO-ICRETB WASHOL" Ii 5HALJ, BE
rWOASTADHEO
2XI Z ML143H
VW&OD FRAME
tTAKC
;TYPy
BALA;F+TT.T.FT]rRF.TAIISAND 5TrB=ZEDTOPREVENT IOmIPL4=11GLINING � tiorrls"nLE TYPE"1kDOYEGROUND
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 KCEP
SEDIMENT ON SdTE
E
CL 4
t0'iC3'q a+
gv cs v 0 NOTES-
1_ THIS DETAIL APPLIES ONLY TO ENTRANGI "S
EXISTING 2- - 3" STONE TO BE U$ED rid'# OP INDIVIDUAL Slfv�f FAMILY RESIDENTIAL UNITS
12
ROADWAY ¢ 3sVI�GE STONE OR ��
I fill fiOAD BALAST) Q o 2. SILT FENCE SHOULD BE INSTALLED T4 ENSURE
CON TRUIC;TION FNTRANCF IS USED
l-o
PLAN
SILT FENCE (SE[ NOTE 2)
3'�` fLriM. 15, FAQ. NEWtyONSTRUCrON
EXISTING ROADWALY
1
j
12" 1f1H.
6" MIN, -�.,-r- h.: ,+ �4:1. L F.
\-FABRIC UNDER STONE
CROSS SELIM
CHATHAM COUNTY
NORTH CAROLINA
'DETAILMUMMER
-` RESIDENTIAL CONSTRUCTION ENTRANCE
2019-003A
Y'Arr.4�Rl 71M'iYFx`TG'.ry frE7� 7F.vY -,HEFT 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._rMHPb 311tii2ECTTON 01VMW
r
,T
'
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE 94
r a�i] �o"a" F
1� CJ 4¢
NOTE 04 o o p-
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES afloe a :^,�❑ Qaa
ou oq� ."� {1'•f:S np tyo8 4 d{jb
SILT FENCE FABRIC HARDWARE CLOTH "--STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
1 AS A REPAIR OF SILT FENCE FAILURES.
GRf.CE I, TESEL FENCE POST SETpp� i iarenui r[r .a r,rii Aviul u. n �rrr eoeo
FRONT VIEW THE
TSILT RENCH
NCE FABRIC 6 INCHES INT^
STANDARD SILT FENCE OUTLET
DETAIL NVMMER
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
RWENML COMTRUCTM SPIOUMCE
1. {ILrbru i I o Li iFd D iskurbrng pC rm it App• ication at leaLt 3LI IdaVs pri-)f r) Orly 14 i1tl d Mu b IrIR it L'tiVitw
oLxu rei ng.
2. 0 rgan ire c ns ite Pre-=on�t ,ucr In l n I;1410 l q L w, iL I f Dr Law g lake 19143-'A 8-E7 =5; to r---v1r iew site p: a n
lyric r to io nc distu roin.-; act w ities . Land-NourE ing per mi L a.,L d LEI pr-uue-d R14 ns w ill to pro's io ed rt
th,s rmeeting.
1 nsta' I a II tempo -arV eFo: ion=antroi nje a E u red P, tr-ord Ing to 1 b L, nfr3ern p I i i d isc41a3 ed durin jr t h e
pr--, can stru ctia n mcct ing M in it r 1 a I cle 2 rin@ may occur i n th a im>r-�edlate area of a II rn-�,I� urr1 tU
pro-YUP For i176I.d11a-. Gi i
- .a rft a rt chstha rn Uwnry Wak-m.hec fPrrotc,� I ion DC- rjarL'rl-writ S taft to sc hedu le a n it spection of
all in�ta led rfl eas urp%.
S Pfrmitt Rd h -)d d isturb Ing actlWtl-s 'A &y b�Airi ki pO I I d ppi v%fM U f � is i !I.sLa IIL d m� esu rE9.
E Coal p ieze se If-irk5pe rtir: ng ive�kly a art withirn �14 tnu m r: r A t; .n v ,nr Repntr'r fni i7{r711 I w ri I Err'�ii
all ins pest io 3 re pa its to Chatha'A Cou nt4 VjatergM-ed f'rote,;t ioz) bf-par7 n r-n I L 7 FF L•: it fi n 21
hours Q -ns pct t'an,
r IA ai ni: a i � ail I e Iro5foyi @ A ged iMt rii Cu ntTul n4uas j rey in goad working ardeF. Si:t fe -We. in le-
F rote-ct ion a nd ct her s im ila , r easU re,% rn uo tip d e 17 nod ou I bef<3re tki't u ru ha If fU 11. 0c: F�,ed si°t
Fe rLt& a utlets mu.�t be r8'i P� h Pri/r-�Lplpred. irk Finn yr man rq>� haV-t hoteS .0 r Lt!A r;
R. 6 rou nd rawer � hal 1 by provided a5 follow+
a. Stabi'ize ba sires %VitM grau nd c-ver imnied fa to 1y afte r Installation. (I F app Ilcah 1 i
b. 5tabVizc d iYor5kD i ditch cs intondcd to be i17 servi re to r 30 da-%s or more with to mpora rY
suudi nk, ti iid u i u 5iu ri cu ntrol matting. Ili ap pl ica cols
r I n7 A II ? r�-a� nr nif)-de f:11 e Si n(j ,,ir sler41) s to I)t'sr ststlirize ircj�i wi Lk- se ed and nlatti r.x it
rl P s In Pe h A T r1 nt bpeo) u{ Exid fo r D Krir,.d of se :'c' I5 (?) �til�s
d P-rnti. dF: grnLd1--J ca-Lee r = uffkip a r to ?PSI rA In Pals In In Ion art w pork io..r I. F;P T•Ite vpon
w1i ich fij rth(-r la nd-d_ttkirhing aclwil:V is'nat he In& u nderrAkp n with ri frf -pti (1 S)
cal endar c ay5 of ter1 pora rely or perrlr•1 a nentlw s .ispendi ng. Ian' 4fis-,urbing rtl'1It� .
e. E st a b lisp perma net .t grou nd teafr stifcle n-. --o restial n giros a n Imr9 edlaiel� Fn Ilowi ng
era m-:2lution u I co ­Ytru ctic ri 13 r d ewelopm a nt a nct, a r p ricer to fi nal ins Dettion.
. Re-ir1 ste II adeq sake. a rosion and {-ed me ni control measu res and/or i ncrewe ma inteiia nee
fry qu cn zy wht re o pp royL d mczisu -cs fat I tD p-cwcnt 3=1c ra.cC c rasion . D`t-site sedirl entat is ,
ar - u pel iLivv M I I-0 ili ll-a Me I SSUC`.�-.
1 ri-1 easu ram3 m ust be in�ta lied at th P ba t k if oru r.) to restrict a1 & Ic1e ar. eat t n VKP no nti rix. r.1 lbil
en zra nce. All me a 3u -es mist be intal Iced accri rim ing to tl7 a app ru, -Pd plan a n'psS ap provpli I Iti .Fie
fie'd by E•i at Elam CIDU ntv Wate rsi-i eo f' rated -o n Depa rime ni: staff [approved F IF- Id R-F?vlsion 1.
11. M od if ications ba th a approved a nd pefm�tced Plans sh a II ba app rGvedr b'V Chat flans CDIj n'-r
Waters hcd �rotcction D vpa r. me r%t staff on i -. prier to cri weaG Dr i rest a II at ,a n. Contact Cint ham
04 unity Wat+ rshed Protection DfL5pu rtrr e.rd statt . a requ oyt ar i ns pect a n ar•d a btai. - a sign -att
an t hU Fat a rig; u r 41 ri U ppr jYc(I =i�-Id R evisio if .
17. �) r re gra ri Ing and va nntrrictlorr artiwitr>>srl n r R complete, 1 Pni pa ra ,V rn Pay a frpS a r& (Prnn%ePd., n nd
the � rte is Eta brlized ca II 1 hathani au nt,r 'Fate rsh ed Prrotectio n Depa aril a It Staff 70 sched ule
*hm Fine I rn� pptt, n.
14. 0 r to the fi4Ial I nspettion L tons plete the pe rin rt v,-. II L-e t la] ed ar^ d no add y Io na I gro and
c iktu rk ing attivit ie� ca ri atcij ,.
DE2 UL \ UNLEER
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REVIEWED BY:
DMR
DATE: NOVEMBER
5, 2021
SCALE:
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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{�erofpass sod.
PurpoSe To pmnent erosion and damage from sediment and runoff by stabilizing the
foal surface n-th permanent vegetation -where specific goals might be:
t to provide 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 pass 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 establislim ent. Locatio
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 co-urse- Where prompt use and
aesthetics are important, and
t steep critical 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 stabilization ebmmates
bath the seeding and mulching operations, and as a much more reliable method
of prod+ mug adequate cov-er and sediment comfrol. 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 nester 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:fTrcadoni
S. Seep sodded areas moist to a depth of 4 inches u=-il the grass takes root.
Tliis can be determined by gently tugemg on the soil—missrmce indicates
that rooting has oCccurred.
9. MaMring should not be attemptedundl the sad is firmlgroated, usually 2-3
weeks.
Sodded iw arerwaR} —Sod provides a resilient channel lima& providing
immediate protwhoo from tximcentrated runoff and elimmaiina the need for
installing mats or mulch. The following paints haply to the use of sod m
wateruays:
1. Prepare the soil as described in Prctke 6.30, Grosz -Inroad Chupmels. The
sGdt3,Wmust be able toWilbftandthe velocity off awspecifiedinthe channel
design (Appeudoe 8.05).
2. Lay sod strips perpendicular to the direction of flo-w, with the lateral joint
staggered in a brick -like pattern. Edges shadd but# tigb* togetber (Figure
b.12b)_
Flow
1�1l�- .�i � • 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.
d; ff"96 0
'!9 aiiiy1�i±*:���.
EIR" % IN
F
Flgure 9-12b Inuallafon of wd in waterways (modified frorb Va 5'wtlGC).
Lay sed across the
-diregtion of floor,
1 ' Peg or
z x SwIe
{,i• z4i u�a i.1 yam_ ...tiro -..,'i i.,--._ .4
In critical areas, secure
sold with netting and
slaples.
Inv at-erwaysandchannelsthatcarryeont�attatedficrw properlypeggedsodis
preferable to seed beemiseitprovidesimmediateprotection_ E}ropinlets placed
in areas to be grassed can be protecbEd from sediment by placing permaneir
sod strips around the inlet (Practice ti_53, SodDW-op InlarProt'e>::rrarr)_ Sad also
maintains the necessary pade around the inlet.
Became sod' composed of living plant; that must receive adequate care, final
grading and sad preparation should be com plamd. 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 bhiepass, tall fescue, bluegrass,
tall fescue blends, fine -turf (hvbrid) Bermudagrass, St. AuUmuniagrass,
oentipedeg=, and mapass- Species selection as primarily deterniu b
by region_ a%-Aability and intended use (Table 6.12a). Availability 1.72ries
across the state and from year to year_ New varieties are continually being
dem oiled and tesuNi Aco-mplete and current list* Dfsod re -commendations
can be obtained from Tuppliers or the State Ao icultural Fahewiam office. Sod
composed of a =li re 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, Brooksr cn,
Mountains
Falcon, Finelawn,
and Piedmon-
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 kture 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
StAugust negrass
good
good
poor
good
Zoysiagrass
fair
good
fair
excel.
Adapted from Carafina Lawns. NCAES Bulletin no. AG-69.
6.12.6
good
good
Maintenance
Annual
Mowing
Fertilizer
Height°'ring
Fre;,uency
(Ib NM0t]Oifl
(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. Afterrolling ortampiag to create a firm contact peg or staple inditzdtal coo
strips to resist washout dining estabb bmenf Julie or other netting material may
be pegged over the sod far Ent a protection on critical areas.
Maintenance ,'k#frs the fast week v�ater as oet5rssaru tb mar nin adequate moi3stvre in the
root zane and prev-ent dormancy of the sand_
Do not remove more than one-third of the shoat in any inGwing. Grass height
shouk be maintanied been 2 and 3 inches unless othem a specified.
Alter the fast p-owing season, established sod requires $e�tion. amd may
also require lima Fallow soil test recommendations when possible, or use the
rates in Table 6.12b_
References Sit., PrParaa-
6.04, Topsoiling
Sud7wd StabilLatio n
6.11, Permanent Seeding
6.30, Gras -lined Channels
Inlay Prcvecrrorr
6.53, Sod Drop Inlet Protectiom
�pparedtcas
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 oanformto the fallowing specifitatioms:
- Sad should be machine o A at a uiniform depth of 1:2 - 2 inches (emcluding
shoat gfowtb 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 steer:
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
fertihzpr Soul tests maybe conductedbytba State soil testing labor a rep able
co• inwXcial laboratory. Information on f -ee soil testing is available from the
AP -Gm= Ihvision o-f the North Carolina E}epartment of Agxicukure or the
Ag icultnral Eaten,-ioa Service. Where sodding nrlrstbeplannEedwitbout sail
tests the fodloa i 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.
Eqm-%- lezlt mrtrients may be applied with other fm-uhzu formulations. These
amendments should be spread nTmJv over the area, and H' 2mrpoQated unto the
tap 4-B inches of sail by disking, harrowing: cr other effer:'tive means. If
topsoil is applied- follow specifieatiams 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 level final made.
Complete rail preparation by rolling or cultipacking to- firm the soil Avoid
Using heavy egxup*ner t 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 instsllat>o —A step by -step procedure for installing sad is illustrated m
Fipme 6.12a and described below.
1. MGisrening the sod after it is tinrolled helps maintain ds viability. Stone it
in the shade during imtallati,om_
2. Rake the soil sm-hce to break the carat just before laying sod. I}tring the
summer- lightly imp to the Soil, immediately before laying the sod to cool the
fool reduce root burning, and dieback
INN I I&r i N II PgTWT FOR
PRC"BEd DF I'aEMtAY` 4%LY AT 10CATCKINS AS D]'MCTED
FAME -11 S AREA WITH yl% FLY r4E F'T'jLlEt A
D0MCRE TE PAV.EAF-
6110TH "' F-I- F+CE ED M
I E X T. 91 E v,G Plana F YL N T
Lay gad in a 51.aggefed
paltem with strips butted
tightly against 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
Incorrect sod cutting must 1�e matched comsetiy.
• � � 1 1
I 1
rt r� . -&
*
stall 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 iblished (2-3 wks)_ Set
with the soil_ laid, and con lnue the rnowerkttgh
watering as needed.
Ftgm* al2e, PrtpQr vi;Wtmllon of gmss and (M*61 Pd ham Via ia'mq.
3. Do not sod on g aveL fro= sails; or soils that hm-e been treated recently
with stuilants Grherbicides.
4. Iay fe 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
patter. Be stye that the sod is not streac ed err overlapped and that all joints
are }butte-d Ughtly to pin -ant v oEds_ Um a k ide Or sharp spade ro trim and Tit
nzegulaFsy ;haped areas.
S. Install strips of sod miih rhea Iongest diamensiaa perpendicular to the
slope. On slopes 3:1 or peatzr. or iniETever erosiOm may to a problemsamze
sod wah pep or 'staple's.
45. As sodding of nearly definsd area: Ls eonWleted, roll sod to prove firm
cuntec-t between roots and rml-
7. After rolling, unK= umbTi the mil is veer 4 iseh,es zelow the sad
Iy � S' DEEP -GAW fiU?
Ci�SSJga74 -U;jFE - 1ESSEPATE We~
B1=TWEEW -"Elm- UNITSr � ��1"rrEEkt RE5 E 1. DY U-5
t IEXI.STII+tG PRIyE41AY
+ r LPF.CF - St_ D DRJ-VEW�.R-Y �F IPAVEWENT
R AO 1479 21. SO --- RA1k1.,' I S 2!- B
x i - METHOD OF TIE IN
MIEN E:4a&TI itip3 CR I ='NA" PAir E11F - 13 CONCoR.ETE SAm
�H r (a`EitkS VJT 2' DEEP .-:O1Nr .tor '"--E PO:Nr Cp ME
4 R ,SEA
=.w tylTH as, 3 sr NO 3R EV onAr` •311.+VE SJk✓MIN d0IFlr
} 1 - P ERP F-NEtICi.,L 1 TO E13a CF EXisr--14G cImEIr ky P.AWT -mE`d. .
1
401
r
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TREAT ' HI5 AFIE^.iiti..i Sir UM
14 YP C. L 9ECr3 DN OF PLAM.
PARTIAL PLAN 'OF PAVED DRIVEWAY TURNCW
,S E ON PF:DPOSED D~I EXI 5"ING 2 h TEFSFEZ-71FtG DFiI'r'€NdYS
Elf : $T rFA. c� PFyMP4cs
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r° 1d'AAIt',N_ PKC- PUSED
P--%E!AENT
RA tr 7 LiS 2' 6
LOU-. LC --I! IS tom°1 a ..%^ OF
Di---YEW.%10 PRoPE3fE=111T ONLY
AT L-rck—TON AS 7"tAEC-El)
9° THE EYQINEE-q. SECTION C - C
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ALL OWES SteE AA3{ EiJ WAS
URIVEWAY TURNGIL T ORADE S
DRIVEWAY TURNOUT
FlADT U S TYPE
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE: NOVEMBER
5, 2021
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
atter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
IVVLC. / ILCI LIIC IJCI IIICIIICIIL l.C]]CILWII VI l.Vll]LI UI.LWII CI I. LI VI LTC], airy CII CCI] VVI LII LCIIIIJVI CIIy
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
A HCO ESIVE R N N DRAW (TW J
LOW SVE& p! APLES
O O O O SANDBAGS (TYP.) SOIL BERM 10 NIL CO ES VE R
O O OR STAPLES n L7 O O T PUS71C LINING LOW BERM Ip!
10 NIL I .1 SIDE SLOP SOL NAN
cT�.)
0 9LT FENCE BIDE LIN �G DR DBAGS O �^� I
0 0 ("'oil
0 0 0 0 )° secT oN B-B
A OR STAPLES ADB (TYP) Cm
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BELOW GRADE WASHOSHOU
UT STRUCTURE ABOVE GRAD,69T STRUCTURE
NDT m BCWE
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.
1AZARDOUS AND TOXIC WASTEAND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTIONA: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
2 E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
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. The
following items pertaining to the E&SC plan shall be kept on site and available for inspection
at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided b the Division
q p p Y
r a similar inspection form that includes all the required elements. Use of
lectronically-available records in lieu of the required paper copies will be allowed if shown to
rovide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be
drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with
extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface
withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls
include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the
United States.
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTINGC: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of
volume), or
They are within 100 feet of surface waters (regardless of volume).
c Releases of hazardous substances in excess of reportable quantities under Section
() p
311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of
CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
p
• Within 7 calendar days, a report that contains a description of the
Y, p p
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
STEEP CUT DR FILL SLOPE
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SIDE SLOPES
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{
Lruvi,iuvia mur,Tv
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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
DLIFAM D11111F$S
STANDARD TEMPORARY DIVERSION DITCH 201I1AM
ET' 1 tEf 1
FILTER OF 1 INCH DIAMETER
57 WASHED STONE--_
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SILT FENCE FMRIC TO DYERLAP
HARDWARE CLDTH EIY 12 INCHES -
STEEL FENCE POST
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NOTES
1. ACTUAL LAYOUT TO BE DE'I$R)ydII*THI I M THE FT D.
Z A CONCRETE WASHOT T SIGN SHALL BE M-STATs ED
CGTI'H1N 3V OF TI38 T LM]PORARY CONCRETE WASHOUT.
3. 'MA'TEMAIT S UISSD TO CONSTRUCT T1 AiPOR,sRY
CONCRETE WASHOUT SHALL BE REMidOVED FROM THE
5LTE AND DMILOSED OF OR RECYCLED.
¢. HOLES, DEYRE5SIOM OR OTHER GROUND
DISTUREANCE CAUSED EY TI38 RELMOVAL OF THE
TELWORARY CONCRETE WASHOUT SHALL BE
BACdcF .T en, REPAIRS AND STABS T M TO PREFSA" T
EROSION.
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE: NOVEMBER
5, 2021
SCALE:
N.T.S.
FILE NO.: CHAPEL RIDGE.DWG
REV. NO.:
NONE
SHEET N0. 5 OF
5