NCC230928_Site Plan or Location Map_20230404

.
\\ y NOTES: REFERENCES: DEED BOOK 2332, PAGE 1077 /
\ 1. THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO COVENANTS, CONDITIONS, PLAT SLIDE 2017,, PAGES 149 & 150
\
\ �EY R RESTRICTIONS, RIGHTS OF WAY, AND EASEMENTS OF RECORD AFFECTING THE SAME.
P. D
NA PROPERTY ADDRESS: 99 PEDDLER MILL WAY /
2. NO 777LE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE \
\� z COURSE OF THIS SURVEY. \ P/TTSBORD, NC 27312
R
\�� P�4PKE s. 3. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR ALL DISTANCES ARE U.S SURVEY FEET HORIZONTAL \
SUp NON-EXISTENCE OF ANY UNDERGROUND UT7LfT1ES, BURIAL GROUNDS, GROUND MEASUREMENTS.
SITE ,\ US HV1T 64 " OR ANY SUBSURFACE FEATURES THAT MAY OR MAY NOT BE l \ 1
PRESENT ON THIS SITE. EXISTING CONTOURS ARE DASHED AND COPIED FROM CHATHAM L.
\ , -z \ COUNTY GIS TOPOGRAPHY. -----___._ \ l
s'y X \, 4. THIS PLAN IS DRAWN FROM REFERENCES SHOWN HEREON AND \__-..r)(
\
� \\ IS NOT THE RESULT OF AN ACTUAL SURVEY ON THIS DATE \ N \ \ \
IA
` 0 5. THIS PLAN DOES NOT MEET NCGS 47-30 REQUIREMENTS FOR RECORDA liON. \ \ \ N r M1N/MUM BUILDING SETBACKS \ \
�oliti 1l11/I
It
us HWY 64 BUSINESS \\ \\\\`\�\\ C AR p� /i,> 1 \ FRONT YARD 50'
\� °°°° °°°°°°°°/ .f
\ ti ,�yQ°° � S °°o jib f r\ ,� N SIDE YARD 25+ \
PITTSBORO o �� O-47 : ` 25 ) \ ` REAR YARD 30 J f__,_.
\ \ 1
°`- SEAL (-*1 \ \
VICINITY MAP (NOT TO SCALE) >y L_3766 oa RlVERSTONE ESTATES \ P.5 2017, PGS. 149 & 150 \ /
SUBDI VISION \ \"- 1 o
%�°?'�°SR� ° �� Profess nal Land Surveyor P.S. 2017 - 150 \ \ \ '�----1
tg
\ //l'ilt1tlit11 \ L-3766 \
License Number 448 3 \ \ 1
\ ,--
--- „ - 446 =
\ 312.84'
S 8830'51"E-- / 1
/ r^
Q i \
` (29 )
MINIMUM BUILD/NC SETBACK LINE P ,'
. \ 1 -- 444 _____ ____� __._- ------ CO o Rl VERSTONE ESTATES
•\, - - o o / I I SUBDlV1S/ON
•
P.S. 2017 - 149
a a - M
108.69'
S 8851'20" E l
- ,
- -
-_ 1a i
• _ 440 -.-_ _ ____ 24 — _ — �,
I
�i. O
-- _ _ - -I
ki
'2 038 ACRES" - - ---
.I h "88,769 S.F." -� .---
I
� tl Cam 438 ' I
\ \o � 4 --.... � ACCORDING TO ``' -- 44p --- --.- �I
P.S. 2017-150 ' ( I
j
436
t N
_ — �` V \ �'�cy .p`$ coo
\ \ c3`p � I I (33 )
4 -- �. l 1 RIVERSTONE ESTATES
-- `~ ~ Q32 \ \ ` SUBDIVISION
\ \ \ `� , __ // / P.S. 2017 - 149
I GG�y6 p \ \ \ N \ \ / / / I
I _-- — r , ---.., N \ N N \ / \ / /
_.1. ._,........."' —.----.."-- ....-..- ..------ --„-,,Q-,('-C
Asti a•
\ \ \ �- / /
y ---- ---- ______ ____._ f
'.. \ •-------- — /
364.31' \ — N 88 43'16" W
— 426 - a`P BEARING BASIS \ 129.19'
\ 1 \ N N WAL TER F. HARRIS
/
\ \ N DAN F. HARRIS
1 ` ` _ N . � -'� D.B. 1166, PG. 974 /
1 I \ — ____ ` PARCEL: 7555
__ — -- — \ WAL TER lc: HARRIS
Q
NO PHYSICAL YSICAL SURVEY PERFORMED
I \ DAN F. HARRIS
\ ESTATE FILE: 78-E 55 EROSION & SEDIMEN TA TION CONTROL PLAN FOR
PARCEL: 74827
\ _ __ Q\ LOT 24 RI V '.STONE EST 4 TES
LEGEND SADLER 4 CONSTRUCTION-
� O V l 1� V t 1 U , INC
.
R/W - Right Of Way ,�„� O NEW HOPE TOWNSHIP, CHA THAM COUNTY NORTH CAROLINA
Line Not Surveyed C3 i
ATE
Line Not Surveyed PARCEL: "111111• PLAN BRCH 2, 2023
- - - - Approximate Right Of Way Line (not surveyed) 30 0 15 3o so LISTED OWNER Li } 91993 �-:, y
Existing Easement (not surveyed) f ����1i' Surveyors, P
• P.
SCALE ,
. (NOT A TITLE VERIFICAPON) 1 = 3Q
Minimum Building Setback Line (not surveyed) „�� �� � �� � SADLER CONSTRUCTION, INC. PIN P.a BOX 457 DRAWN BY
WBH
— 474 — ExistingContour (not surveyed) U.S. SURVEY FEET 99 PEDDLER MILL WAY APEX, N.C. 27502 FIRM LICENSE No. C-0155
�' ) w 9762-00-40-3174 PROD NO. P2023--08
1 inch = 30 it. P/tISBORO, NC 27312 [phone]
t

NOTES.
\\ � 1. THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO COVENANTS; CONDITIONS, REFERENCES: DEED BOOK 2332, PAGE 1077 Ii
�� Y Rp RES77?/C7TONS, RIGHTS OF WAY, AND EASEMENTS OF RECORD AFFEC77NG THE SAME. PLAT SLIDE 2017, PAGES 149 & 150
\ a p 2 NO TIRE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE /
\ Tz' COURSE OF THIS SURVEY. PROPERTY ADDRESS: 99 PEDDLER MILL WAY //
%
\ h `� P/TTSBORO NC 27312 \ \
3. THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR
NON-E\\\\\ �pR �pKE Rp i OR ANY/SUBSURFACE FEATURES THAT MAY STENCE OF ANY UNDERGROUND LOR MAY NOT BEURIAL OUNDS, \ \ ALL DISTANCES ARE U.S. SURVEY FEET HORIZONTAL \ \ \
5� 64 o PRESENT ON THIS SITE GROUND MEASUREMENTS.
SITE L.
\
\ \\ US �� 4. THIS PLAN IS DRAM FROM REFERENCES SHOWN HEREON AND \ EX/STING CONTOURS ARE DASHED AND COPIED FROM CHATNAM _______ \ \
..- IS NOT THE RESULT OF AN ACTUAL SURVEY ON THIS DATE \-~---
c \ COUNTY GIS TOPOGRAPHY. - ___.?\
y4, -13
X \\ n 5. THIS PLAN DOES NOT MEET NCGS 47-30 REQUIREMENTS FOR RECORDATION. \ \ \ \ \
\�'� 00
� \'- _ 6. ALL OTHER IMPROVEMENTS SHOWN HEREON ARE PROPOSED.
9sa, / \ \ \ \ / MINIMUM BUILDING SETBACKS \ \ \ \ �
� ca 7 PROPOSED RESIDENTIAL CONSTRUCTION WILL GENERALLY CONFORM \
WITH EXIS77NG TOPOGRAPHY.
64 BUSINESS
\\, 8.. ALL PROPOSED LAND DISTURBING ACTIVITY MUST BE LOCATED INSIDE THE \ • \ FRONT YARD 50� \
US HWY \ LIMITS OF DISTURBANCE WHICH INCLUDES HOMESITE YARD, DRIVEWAY, \ \ SIDE YARD 25 \ \ \
\ /NJTTAL SEPTIC TANK/LINE/FIELD HELL, OTHER UTILITIES, AND OTHER STRUCTURES. \
4
P / TTSBORO `, \ \ REAR YARD 30'
\\\`` i�CARoLt/,f0i� r. \ i
(NOT TO SCALE) �� { ^ (25 ) \ \ P.S. 2017, PGS. 149 & 150 i_____\ \ \\ f
VICINITY MAP ` \ a°``. ..S /0°ao."/ e j \ \� \
a�� V 1 y o _ ��" '"t I RI VERSTONE ESTATES \ \ -' - o
SEAL a Professio 1 Land Surveyor SUBDIWS/ON \ \ \ \ ti
\ - oy L-3766 ©° - L-3766 P.S. 2017 - 150 1 \ ` \ a
\ \ :��9 � S��\IC °` License Number 448 ) TOTAL PROPOSED /MPERL4OUS AREA = 7,266 SF
%, �YO°aa(aoa°° \ \�`� �- LOT 24 AREA = 88,769 SF. \ \ \\ `�
TOTAL PROPOSED /MPER190US COVERAGE = 8.2% oi
312.84' / \ \ \ ` oi
�\
S 883O'51"E / 1 \
____]
\ N 4, \ ----- - - - �_.._ / 1 \ \
\ \ �Po � � o� � — — 446 — —
fi, �� oti Rat 1 29
0°'p, ° ."'" "."'''"""'"\
,`9��CAI 05O 114\° MINIMUM BUILDING SETBACK LINE
t a / Rl IiERSTONE ESTATES
gor y� o• -- n - -- . - o a ` I I SUBDMSION
w ( t,c)? ` 444ki
TPF i: / P.S. 2017 - 149
TPF _
--- "K p LOD' SF LOD - �`sc •
w h - PROPOSED •
108.69 I \ ( `
_ O R J ""^ J - WELL _ S 885120" E-- I 1
.r 4 c' / ���-.. ,_ PROPOSED DRIVEWAY N /
C} ' '� } TPF Sr p y
— — I v SJ
SF TPF ( PROPOSED ° co
y — CONCRETE/PAINT -' --_ e,1
440 WASHOUT o 3zo' 1- -�
N. O # q ^ 1 q6.3 2� o "-r o
I
�1 4 `o0 o h f_
\ 1
_}2 0'
a! ,,,) \L.
o — `^ 2° '2 038 ACRES" - — J \ i
v tr +� r� r".a' 88,769 SF." f
--1- ,
`., O ry 436 !h I 440I \ I
s o' �_ ACCORDING TO !
- w 0. w `, s°' i P.S. 2017-150 ' I
Qh ( 0 43S a PR©POSED \ �S+`P�� !
Q, o DWELL/CI ND ry �`' PROPOSED �-11,\°--<-, \ N I
-- — I — — - 43 T1.8' DISTURBED AREA ���� N411.3' A CFf 4. \
r3o.o' i. \ �' _
k. _ 38, 900 SFth m (J.3 )
42.3' \ \ \ / RI VERSTONE ESTATES
- �` Q32 \ \ \ t ` J SUBDMSION
4_ ---- ^� \ I I PROPOSED \ LOD TPF \ SF�\ / !�S 2017 - 149
r. -� \ I SEPDC TANK \ / /
\��- / /
.y O LOD SF TPF-------N----
-"'\ LOD SF TPF LOD t
N kn
� W r \, V \ /
- `', \ \
\ _ '{•
\ / . l
cry_' TPF LOD
\ 1 ram. I ,
J \ \ \ N 8830'5f" W J 1 /
\ \ 364.31 \ - N 88 43'16" W
426 - -,
�`'d' \ \ \ BEARING BASIS \ 129.19'
WAL TER F. HARRIS
\ \ \ \ r DAN F. HARRIS /
\ \
1 \ \ ., D.B. 1166, PG. 974 /
- _ _ PARCEL: 7555
— - \ ' WAL TER F. HARRIS
NO PHYSICAL SURVEY PERFORMED
I \ DAN F. HARRIS
LEGEND \ \ ESTATE FILE. 78-E 55 EROSION & SEDIMEN TA TION CONTROL PLAN FOR
\ PARCEL: 74827
- #57 Stone Filter In Fence Opening \ ', - - _ CN LOT 24 '' RI VERSID E ESTATES
R/W - Right Of Way N - - -
Line Not Surveyed 0 SADLER CONSTRUCTION INC.
— Line Not Surveyed 4 NEW HOPE TOWNSHIP, CHA THAM COUNTY, NORTH CAROL/NA
- - - Approximate Right Of Way Line (not surveyed) N.
Existing Easement (not surveyed) E'er' Li PARCEL: 111111, Q� PLAN DATE
Minimum Building Setback Line (not surveyed) 30 D 15 30 so `- 91993 `ate. Smith t% Smith� MARCH 2, 2023
474 - - - Existing Contour (not surveyed) LISTED OWNER (ni(��(IIU Surveyors, �j@ SCALE
- k,� .. y_ .f (NOT A T/TZE vERIFICAT/ON) y. s 1 A s 1 ss =
30'
SF Silt Fence (Construction Limits) .T (1)
SADLER CONSTRUCTION, INC. PITY P.O. BOX 457 �RAFYIY By WBH
TPF Tree Protection Fence (Construction Limits) U.S. SURVEY FEET 99 PEDDLER MILL WAY APEX N.C. 27502 FIRM LICENSE No. C-0155
LOD Limits Of Disturbance Construction `Limits9762-00-40-3174 919 362-7111
( ) 1 rock = 30 ft. PlTTS80RQ NC 27312 ( ) PROS: �� P2023-08

8'-0" MAXIMUM
NM; hi 1. AU. PLANTS DESIGNATED TO BE SAVED SHALL BE VARIABLE AS DIRECTED BY THE ENGINEER STEEL POST
PROTECTED BY FENCING. AS ILLUSTRATED.
2. INSTALL TREE PROTECTION FENCE AT TREE DRIP
UNE OR AT EDGE OF DISTURBED AREA. ASSILT FENCE FABRIC
940.044 ON PLANS, PRIOR TO COMMENCEMENT OF MINIMUM 10 GAUGE INSTALLED TO SECOND
CONSTRUCTION_
LINE WIRES WIRE FROM TOP MINIMUM 12\2 GAUGE
1 3. SPACE TREE PROTECTION ZONE 9GNS A MINIMUM NTERMEDIATE WIRES
OF ONE EVERY 300 FEET. THE SIZE OF EACH
SIGN MUST BE A MINIMUM OF 2' x 2' AND BE MAINTENANCE NOTES:
44 VISIBLE FROM BOTH SIDES OF THE FENCE_ THE 1.REMOVE SEDIMENT WHEN HALF HEIGHT GRADE
y
OF SILT FENCE. - - - _ _ _ _
SIGN MUST THIN F LANGUAGE _ =1 1= -m I- =I I= =11=1 1=111=111=111=111=111=1 1=11=1 = = =11= =1 = =III=I I=1 = =1 =11=11=1 =1 1= 1 1-
IN BOTH ENGL191 & SPANISH: 2.REPAIR OR REPLACE FENCE 11=1 I1- - I-I1=1I I -II1111111111=11I I1I I I II I111I11I 1111I 11II11 II I1= -1I III II I.
"'` 8 'TREE PROTECTION ZONE. KEEaPOUG. IMMEDIATELY WHEN TEARS,HOLES, 11�1111�1 III-III 11u11 Illllll-III-III-1 -1 - - II ' I_II _ _III - E L1 11-III= III-"' "' "' y
11 I IE\SAGGING,COLLAPSE,OR OTHER i I_I=
leJ ORANGE. UV RE9STANT 1a11 3. THERE SHALL BE NO STORAGE OF MATERIAL DEFICIENCES FOUND. -I 11=
z HIGH TENSE STRENGTH a WITHIN THE BOUNDARIES OF THE TREE 3.THE DESIGN LIFE OF A SYNTHETIC SILT 111I NE FRONT VIEW =1 I11I
PROTECTION FENCING• FENCE IS APPROXIMATELY 6 MONTHS.
-I II_ II II
a iiW POLYETHYLENE LAMINAR ts 111 -I -1 IlEll
DETERIORATED SILT FENCE MUST BE III-
ATTACH BARRICADE FABRIC- g
4. TREE PROTECTION FENCING SHALL BE MAINTAINED - I11III El i1�III�lii
THROUGHOUT ME DURATION OF THE PROJECT. REPLACED. -
TO POST STEEL POST
GENERAL NOTES: FS
WOVEN WIRE FABRIC
j ' T T , , 1 OP 1.USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 r
` ACRE PER 100 LINEAR FT.OF FENCE AND NEVER IN AREAS OF SILT FENCE FABRIC
Io- ..------.u- •.m..0 let ; i r 1 6 A o d d CONCENTRATED FLOW SUCH AS STREAMS,DITCHES,OR WATERWAYS.
Ibtl.�almi����,.lno--'u'�1••_ wcwcTON, I : a a i , 1 4•-0^
is ... a �. MSc . ie • • a _ 2.NEVER INSTALL SILT FENCE IN WETLANDS UNLESS APPROVAL HAS
1 T d MNIAIUM
w =_ I - -- *UP WI „ •, , BEEN RECEIVED TO DO SO FROM APPROPRIATE AGENCIES. O N o
g . ,. 3.OVERLAP 12 INCHES WHEN SPLICING FABRIC.
!JflIJI'
- - r s o . o - _ GRE 4.CURLEACHENDOFFENCEUPHILLINA"J"PATTERNTOPREVENTEND N z1-II-11 -II: II I = II 1 II-- - I-II-II 1- - -1Y=11 - - - _1-11::,--- g \'
II-4=11=11=11-n-J=11-II-II ,1- II II-I-y-U-II-n 11- 11-11 II U-1-t-11-'1- I -11-1-u-IF=n-.I-a-11-1- 1W FLOW. 5
:e=0=11=11=11= - : L. 11 1=1- :II-1_11-11- - 1-11- - -11=11=11=r- =11::11= - ���
11-11- - = 1 -11=1= 2•-0- MIN. 5.ANCHORING OF TOE OF FENCE SHOULD BE REINFORCED WITH 12 I N
I I I I I I I 1 INCHES OF NCDOT#5 OR#57 WASH STONE WHEN FLOW WILL RUN r,'
L l U U ` PARALLEL TO TOE OF FENCE. z / / /` a / / / / , GRADE
4•_,-,- 0 I 6.FOR REPAIR OF SILT FENCE FAILURES,USE SILT FENCE OUTLET DETAIL %\� / \,�\/ COMPACTED FILL
«•� ►} 1.33 Ibs/LF STEEL POST 2018-014. \ O \7
MINIMUM \�Ki 6" MINIMUM COVER OVER SKIRT
7.HAY BALES ARE NOT A SUBSTITUTE FOR SILT FENCE. 0 4 /r
�, ANCHOR SKIRT AS DIRECTED BY ENGINEER
_.41L •/
SIDE V EW ,,
CHATHAM COUNTY CHATHAM COUNTY
NORTH CAROLINA NORTH CAROLINA -
DETAIL NUMBER DETAIL NUMBER
TREE PROTECTION FENCE 2021-001 ,_ STANDARD SILT FENCE 2018-013
SHEET I of 1 SHEET I of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT
FILTER OF 1 INCH DIAMETER r
# °o°° 6 0. a00 °o:° oOoQo 0 0•.° O ° 0° Oo °Oo 00 ° : / ISOMETRIC
57 WASHED STONE �p �''°d o oo' O\�Qp y-��pOgp�••o°� o�b°b�o °o0 8 W M ETR
0 000 00 ° ° o a'' o•� oqqQ,, o0 0•00 $o o �oQ /
o0000 00 0 0 0 8,•�•rt'pV'b-,•,'g,p o 000� o O�oo�.• o
4;000000k000.0
0o°o°°pp r o°O�°°Ooo00 0°0�°° r °°pO °o•. // // / '�:'o / / // •°y ; / / / -� VIEW
o°•••oo O oo•,•••�O oo`o° O o°00o •� •'o'o .o;
o •,,oO�° ° pOOO USE A MINIMUM OF 2 STAKES y . USE A MINIMUM OF 4 STAKES .: '•• TOp
NOTE: p8o��\ o 000°o; iQ o °°°o° Foil ON UPSLOPE SIDE o••o �� OF-
o° oo n '�: • ON DOWN SLOPE SIDE B
SILT FENCE FABRIC TO OVERLAP 80068 a o o °OgOO OOO.00 o °• 0q XsP,SD ..+ W .if .: .'S).N• •�,�q.: „ : k
o O o 0 0.•0 •�` .:.:'' „"Y v!i`. ��� ..ice i� ,... �. •,
HARDWARE CLOTH BY 12 INCHES oo O° o°°o°O' o°N.Oo O o p 0�0\ .�q. tty'.,0.*:. :0 ilkS.(11,J4., <�I i :::''il''_::44 1::: >
O°o o Q o° ° ,g ° o0.O o° i `��r/f h J,i�./ice.i�..i�1 ,. n
0 00 $00°0°6°'0o 4 0 oo°o ° 4�! �.rs.t .ay�A.i..I":4?p�.yij�i�,��!ij�j' �i� if:' WATTLE ;1';
o • • o o oo . . FLOW 510.v 4 •7i.t,...*�• , Z.•.�, tte-, w.\,/S �,
°moo Oo 08 O�iO�Q�Bo O°Q408 O!•O°o0•�i0��•O�p B e�•OoOo�•o��•O°0800:�°0°�0•° Z..1.• i jq; �a 4`.. i`w <�.' . �..�^ ii_.:-::: lq
00 °°OQ�°g�•oo n,�-� 0 o�c7�i ° • •�• O�°� g��•�°° •••�0� ° o g••• ° O ��ii,. •.MATTING t�j. i4vu.�.. �.;i�.,i�., DOWNSLOPE , ■ DVS
°moo °° o o • �0°.o �o .!• 4o•° 4� .g o -.o�ooPaIrtep• oI••°°ado°°o {i`i�� �� '�T' • ii•�,' O
oo� g o 0 oodb o°o o a �.. y' !.•�."••• v:4.,'•"i'. _:...:: <
° og�o 0 00 0 • p • : • te:%w;ry, ' ;;.A i.vs.4: .., s�1k� ,h. �io!l�::;. :1; MATTING F
STEEL FENCE POST bL!IQ�!i'��:. "s. Z:)�ii� i •:Vi::>1i1�`Syts v �`<!�'
HARDWARE CLOTH 04'. Ni
WIRE FENCE SILT FENCE FABRIC STEEL FENCE POST �G t,'
ON WIRE FENCE O\ oe :e'
ON WIRE FENCE \ \ \ \ \ \ \ ••.• \ \\ \ \
HARDWARE CLOTH \1 \1 \1Att1 �•F•'t NOTES:
I� PLAN VIEW NOTE: GROUND 1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR WATTLE.
FILTER OF 1 INCH DIAMETER •• USE SILT FENCE OUTLETS ONLY WHEN IIIII 2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2" NOMINAL CROSS
# 57 WASHED STONE .1
o�rj DRAINAGE AREA DOES NOT EXCEED 1/4 SECTION.
° ACRE AND THERE IS A LOW AREA. USE PLAN VIEW
•.:• 4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO FLOW WILL NOT
•08 °°Oo°°°°•I 18" AS A REPAIR OF SILT FENCE FAILURES. WASH AROUND WATTLE AND SCOUR SLOPES, OR AS DIRECTED.
FLOW DIRECTION !•.
oho•••O (§0 41
oo� !:!o% °o°t.0 I 5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES AND FOUR
;a;o0o$•00°�°° '•• GRADE STEEL FENCE POST SET MIN. 2 STAKES ON UPSLOPE MINIMUM 4 STAKES ON DOWNSLOPE DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND
• •• o 6:0 ooV 1
-III-1111111111E111=1=111E11f1/I0III III 7-- HARDWARE CLOTH MAXIMUM 2 FEET APART WIRE FENCE AT BOTTOM.
III 11111 IIi III E II 6„ GROUNDPROVIDE STAPLES MADE OF 0.125 INCH DIAMETER STEEL WIRE
III r - - - 6)
al _ ? _ _ FORMED INTO A U-SHAPE NOT LESS THAN 12 INCHES IN LENGTH.
I 1 -III- III- III 11 111-111-1
SIDE VIEW 1 - 1 1 I- -1' 7) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH
I .o ..': ............... .............. .. .••, ••... •• • ••• se....1..0, t� -III- SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
���l.t",: `� ►0ii�ii*000i`O•�O. ••�ie0•�ii�i� �••��®�i®e0i0 �i�`ii�i�OiB��,�i���i�i�ee0i�i�0�•.t- %i�i61:N s'� �" I - = 8 AFTER INSTALLATION OF STAPLES, CHINK ANY GAPS BETWEEN
LJ -;I ®�� ei�i��•�1► • ®OpOee�•����p�•�®��p�����••••i�i• 0���•�0�������������®l'.4•4,;1 ►I �•O',,i4� js MATTING -j )
SILT FENCE ®.�.OI••y�..•p.❖pp.�. ®�•.®�•pp.® ;peeOe pppp�•p.®ee•oO•Oeee.••.ei�oe��0e.❖eee..•I•::.J � '•• ' �_ 1 WATTLE AND GROUND WITH MATTING.
MAINTENANCE NOTES• FABRIC �` k... � i�i�i�ie� �►® ®�® • •••':�i�i::�I'•��000� `®ee%*i •�:� 1
A�.�6i -! e•OOOJO• �®•p®e�•OOOOi000i�i�0 •O•O�OOOi�i�00i�®e0•�O•®�®®•�i�i�000i�000i0eeOs!�® 0`E R LAP I-1 M, V-DITCH SECTION VIEW
1.REMOVE SEDIMENT WHEN =I i!OVERLAP"S•i•iee•�Oi••00 �®Oi�i�i0•••••.••••••®•e••••••••••••ei ®•e••••••••••• i, r
M�.�e��• 12 O.4.rt���O���pO�����.-•�����0�����pO�i��O00��p�O���ppO�e�I•����•������������p00��OV� ee�•p00�����������p`i�4®\-.4N. 1 2•®s0_e1 t STAKES
HALF HEIGHT OF STONE. ®®� INCHES 1' '❖'p'p'®`1°e��:•'p'p�ee'❖:.�.;e •��oe�®.•p;.;.;.pp!eeo�eoppp�®� ®�`•;.;.;.pp�e®•Opj••ppp•®®®It INCHES;:1. I WEAVE STAPLES THROUGH ANGLE STAKES
REFRESH STONE THAT 1��i:�•,.d'cd�ft�/11® •ip®��••O��•iiiii•�ee�i••� i•�®•iiiiiiiii•�®O��i®p•® ••iiiiiii•�ee�ii•O• � � YIliii !
�•ir ►"1 ®,••®��iiiii•Oii••� •�i• ��•ii•Oiiii•OOi••®®ie®� ��••iii•Oii••�®••• ;T', 'Emir--, MINIMUM 4 STAKES MESH CASING OF WATTLE TO W E D G E
BECOMES CLOGGED WITH GRADE t'L l.'�® � �ippp�ip�0®�®p�e1.• OiO�%ippp�ip�%•� �0���000•�®�• ®tt !,.7,ww k MIN. 2 STAKES ON U P SLOP E
® ® ®® •...•Vie® ON DOWNSLOPE i WATTLE ONTO
1 111 111 - 1�"!iR`�`B_P-•If!- a;v-t..•'��iii�iZ•ii0• �••ii•d i'e_a i4 _' of 'cat: 4 .•r;.l a!'St'vioz;Imams,< P-\ZLE ®•►��♦
ul-III- 1•r e�,'a� a� ,�e •••0••••••••♦ e •r_��1�RS ii a•1 a•i aP- S E W t7 ��� GROUND
SEDIMENT/DEBRIS. III'11 1 a •11og�5i1i10901�nc: i•OOip000pOiip00®e ••••'®��isj• �ri��i a ��a'i��i � �e I E1•IIz l•aiB 86 �1 11��11 ••i�'e � �
2.REPAIR OR REPLACE FENCE 1�..mmigNII II€•18f Ri 4�I06.1 •ip;•�•;�p;•�•�•;•�•�•�•;•;•�•®®® O.�eO•® -ilte f 51,6•��Tart�= Ie�;Bpetsgz114.611 OTIzie W IIk. GROUND .40',;
.A gm Lwa11a Q114 lleilIiD; ®__ !!iii!e?i•Oi!!iii!_ __ !®__ ___ 9®_ Alin ali`et lei�'e9•TeA ie�all DIF V IeE•:r�Oe!s m -1-eft.. - - - - :ii0•�Oi i�i!O�'I - - - - ��' ��
AND HARDWARE CLOTH -11- 1E 11= 11=II=III=111=III=11-_ I -I I 111 11=111-111=III 11=111=111-11141 11=111=1 =III 111 111=1 a 11. 1 1 1 1 1 1 -;•O:••O��•:e' 1,11 11 1 1 1 1 1 1 T --- MATTING Q� MATTING
i'- lIII 1=III- • i ���i•,'
IMMEDIATELY WHEN 11I II111-o 111 1111II 1 II 1 II 11111 II 1 II II1111 11111 11111 II 1.1 1111111 o 11- 11 I it 111 III- "'- II III 11 11111 o IT II I II 11111 -III- - d��i��� jp0��'9• - - -III-I 1 1 1 1 1 1 1 _I
II= 11 11 11 I- III III
DEFICIENCES FOUND. IIHIII LII1=1I11I1=1I1=1I1=1I1=1I I1= 1 1I 11 111 IIl I1=1I1=1i' 1 - 0i®�® ��= - 1 P� =1 1=1 III-I 1=11 -1 I I I I I III III-
1=1 I�o =1 1=1 1=1 11 1="---' -I I. 1=1 1=a �I 1=1 h -I - 1 1 '1-TTI-TTI-TTI-111-I 1=1
-III , III-III=I1' -"'_'' III=III °IH11=1i 1-� I� STAPLES STAPLES
I�=1111_..I=1 11-' u H �.111E11-�111E111 - -1 I I- 11= -
III-III-III-II NOTE: ill-III-III-III 11 I- I 1,
MATTING
iT1ITiITi -' 1-111-I 1=1
BURY WIRE FENCE, HARDWARE CLOTH, STAPLE INSTALLMENT STAKE INSTALLMENT
II FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO THE TRENCH /yam\ TRAPEZOIDAL DITCH
SECTION VIEW SECTIONS CROSS SECTION
CHATHAM COUNTY CHATHAM COUNTY MAINTENANCE NOTE:REMOVE SEDMIENT WHEN HALF HEIGHT OF WATTLE.REPAIR AND RESTORE TO SPECIFICATIONS ABOVE IMMEDIATELY.
NORTH CAROLINA NORTH CAROLINA
DETAIL NUMBER DETAIL NUMBER
' STANDARD SILT FENCE OUTLET 2018-014 - STANDARD WATTLE 2018-018
SHEET 1 of I SHEET I of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT

MAINTENANCE NOTES:
1.REMOVE SEDIMENT WHEN HALF
50' MIN • HEIGHT OF STONE AND CLEAR DEBRIS
AND SUFFICIENT 'O KEEP III-I — TOP ELEVATION OF STORMWATER 0.5'-1' THAT COULD CLOG CHANNEL.
SEDIMENT ON SITE I—III—III—_ 2.ADD OR REFRESH STONE AS NEEDED
II 1II �= =III= — - 1 MAX.
� ��� 11=ll-1 1=ITI= 1="' #sV wasH ED sTON E 1 TO MAINTAIN DESIGN HEIGHT AND
VARIES CROSS SECTION.
QI�o a.", 00 0 0 0 0 MAINTENANCE NOTES: -
II=11I-III-I Ili 3.CORRECT DEFICIENCES IF EROSION
00 Oa0 0 ypOd O Op p EXISTING SLOPE _li' u1 =11C111 -
:_ o$ 1. THIS DETAIL APPLIES ONLY TO ENTRANCES OF I-7 OCCURS AROUND EDGES OF DAM.
ig!es0000e0
INDIVIDUAL SINGLE FAMILY RESIDENTIAL UNITS. #1 RIP-RAP 4.IF SIGNIFICANT EROSION OCCURS
ig
�c�od g 2. SILT FENCE SHOULD BE INSTALLED TO ENSURE VARIES BETWEEN DAMS,ADD ADDITIONAL
EXISTING dam'#:;'•IF
o 0 2" - 3"STONE TO BE USED CONSTRUCTION ENTRANCE IS USED. DAMS AND ENSURE CHANNEL IS
ROADWAY "00Oo Z 3. CONSTRUCTION ENTRANCE SHALL BE PROPERLY STABILIZED WITH
o (SURGE STONE OR o SIDEVEW,4o000o RAILROAD BkLAST� o 0 MAINTAINED ROUTINELY TO AVOID SEDIMENT EXISTING STABILIZATION LINER.
_:00o
o cfo 0000 o LEAVING PROJECT.I SLOPE EXISTING
clii0 oo0OO�o` 0 0 0 00�00� 4. SEDIMENT ENTERING PAVED ROADWAYS FROM SLOPE
0 0 0 0 00 0 0 0 000 0 0 '=1 11= -111E111=
0 0 o p04 00 00 0 $0 00 0 00 �000 PROJECT SHALL BE REMOVED IMMEDIATELY.
IIII -III =1 I1=1I11
11 VARIES Ill l 111=11'
0/ X -,1_ - MEI'
11_PLAN =I.11 II DESIGN OF SPILLWAYS
X �' DRAINAGE AREA WEIR LENGTH1
0.5'-1' I (ACRES) (FT)
KEYED RIP RAP 1 4.0
2 6.0
x SILT FENCE (SCE NOTE 2) ` VARIES )� 3 8.0
� ___� 4 10.0
I, 1 I11 IMEITI i 111 1I 5 12.0
3,J� MIN. ��� NEW CONSTRUCTION ---__ -III1111111111111111111111111111111111111�1- #57 WASHED STONE 1 DIMENSIONS SHOWN ARE MINIMUM
EMS1ING ROADWAY i
i
`►
i.: . • FRONT VIEW
MATTING/ L=THE DISTANCE SUCH THAT POINTS
•��•y�y�• 12" MiN• STABILAZATION A AND B ARE OF EQUAL ELEVATION
a' MIN• i.. 'v •. • • ../�`l�`1
OoO000 00 g%000 /4 B
♦♦♦♦ ♦ \ �-♦♦`♦, =rll�11111111_Illl_Illl= _ � °°�°
~llll= °°000°0
1iiP 84.°0 go
FABRIC UNDER . ON —1111�1111= °°°°°
I.
=1r11=1111-1111
CROSS STLQN PROFILE VIEW
CHATHAM COUNTY CHATHAM COUNTY
NORTH CAROLINA NORTH CAROLINA
DETAIL NUMBER DETAIL NUMBER
_� RESIDENTIAL CONSTRUCTION ENTRANCE 2018-003A STANDARD ROCK CHECK DAM 2018-002
SHEET 1 of 1 SHEET 1 of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT
MAINTENANCE NOTES:
1) INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN
EVENTS.REPAIR IMMEDIATELY.
2)GOOD CONTACT WITH GROUND MUST BE MAINTAINED,
AND EROSION MUST NOT OCCUR BENEATH MATTING.REPAIR ,$% 4,•4 0iiiki l
AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT. ,Z.74•;..;.•�•,:�•.;•p; :15,;,014. 7-74
3)MONITOR AND REPAIR AS NECESSARY UNTIL .. �i♦♦itif••i'•'••'•••••:�:ii t.r:___=: - %3%i�i;%'���/��%/•�T. 12"
GROUNDCOVER IS ESTABLISHED. ���%i;�::�%��i•�•�i'�'•� .�, :�' �i; j% elolooS STAPLE/STAKE AT INTERVALS.
.=i♦•****.•,•.;••;•.••••�•;..•c;___;; _0000,90%•,%04..:: STAPLING/STAKING PATTERN AS SLOPE SURFACE SHALL BE SMOOTH BEFORE IF THERE IS A BERM AT THE TOP OF SLOPE,
i—♦AV..��♦��i••i.••i�••i••iiiiii: X 04400i0I j40 i�uii PER MANUFACTURERS
,ii 7440,,..♦•..♦�,....•4?.,..,.�. g OP*.,opoiforoo•pw� PLACEMENT FOR PROPER SOIL CONTACT. ANCHOR UPSLOPE OF THE BERM.
��i .wi1,•�♦�.4" i••�•4•�••••AZT& i -04• I/�i�%/4002= SPECIFICATIONS.
.17, ♦ ♦ ♦ 1 ♦••♦ ♦ • • / / /4040 / /.... •
....4"♦♦♦♦♦♦•♦•1�1�♦♦•��1♦•♦♦•••••ffmms iri //,I/// 400 ///,
iiiii♦1♦1♦1♦1♦111.1•••11.1•I•i�i�i��ii r�//,//// I / ////r... _
♦ • . ♦ • ♦ ♦ ♦ • • swarm.. �// / /,/ / / //.■.. MIN. 2"
1♦♦♦♦♦1♦♦♦♦♦•1♦j♦••i♦.15711�ii /,///I////� �//tea. Zict•.r
•♦♦♦1♦1♦1♦1♦•1♦ IIb•����r.�i. m////// /j/% .••/Oa. . - 1 1 •o v 6" 6"
.��. ♦i♦♦♦♦♦♦♦♦♦*♦•♦♦:*9.♦eq♦%•#:�C -:M".aI :i/i/i*i***** •:�_• WHEN USED IN CONJUNCTION �. ,,,...� ANCHOR IN X MIN. TRENCH
����..♦♦♦♦♦♦♦♦♦♦♦♦♦♦ .." ♦i•*♦TIZMA D,.•I•.INV4 0/AOIi0/�/•,:�: WITH CHECK DAMS OR STAPLING PATTERN AS OVERLAP / ' �t - AND STAPLE AT 12" INTERVALS.
.,A �1♦♦♦1♦♦1♦��•♦♦♦4♦♦♦••.Anna ���.,Ia 0 //// / //O /%/.w.
••♦�♦♦♦♦♦i♦♦i••♦♦�♦♦♦i1♦♦••1:�����•A•••••C�/i/I�/i/ii/00$/�■�• WATTLES,INSTALL MATTING PER MANUFACTURERS r ••
i.4515 �1��♦1♦�♦♦♦4••♦♦♦♦1♦♦1i♦iiiiiiii iiil%�0,000$$$000 1i=== FIRST. RECOMMENDTAIONS �/ �'
""#��••••••�:�1�j•���1��*0•j• i iiii ii••••• •oo40%00%00%%0%°�14 Z. -/ II
♦♦♦1♦1♦•t♦♦44 4Iiiiiiii i za.�♦ oI40 040401 111"11I • MIN. 6 OVERLAP.
♦..4.#��1♦♦��♦II Iiiliiiiiiiian 440400 LIME,FERTILIZE,AND SEED .��� ',= •.'
..i•- - z Aril Illoor
MALTING SHOULD BE USED IN ALL �♦�:��.I��; ==:q:;=:.===•1•••• BEFORE INSTALLATION. i.:
DITCHES AND ANYWHERE �1•�� ��° i ••: ,�_ STAPLE OVERLAPS MAX. 5" SPACING.
CONCENTRATED RUNOFF IS CONVEYED. -
IN CHANNELS,ROLL OUT STRIPS OF NETTING PARALLEL TO THE
4•:�: DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
••••':••i•♦••• BRING MATERIAL DOWN TO A LEVEL
•••••••♦••♦•�• / AREA,TURN THE END UNDER 4 AND
••:�:�:%��!�.,�/��i ���' DO NOT STRETCH BLANKETS MATTING 4"
AND
♦.(i .(':)1 11•00�/ ����������•
• TIGHT ALLOW THE ROLLS TO CONFORM TO ANY STAPLE AT 12" INTERVALS.
.40'N %/�// %��4►������ IRREGULARITIES.
��I I I ANCHOR NETTING IN �!• ���. LIME FERTILIZE,AND SEED BEFORE INSTALLATION.
I����� ��� / FOR SLOPES LESS THAN 3H:1V,ROLLS MAY BE
II A 12-INCH TRENCH ��, PLANTING OF SHRUBS,TREES, ETC. SHOULD OCCUR
In. IL
440.4 ' PLACED IN HORIZONTAL STRIPS.12-inch AFTER INSTALLATION.
,
overlap JOIN STRIPS BY ANCHORING
APPLY MATTING TO BOTTOM AND SIDESLOPES OF DITCH. AND OVERLAPPING
MATTING MUST BE INSTALLED UP TO AND OVER CREST OF MAINTENANCE NOTES:
SIDESLOPES,AND ANCHORED IN A TRENCH AS SHOWN ABOVE. 1) INSPECT MATTING WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. REPAIR IMMEDIATELY.
2) GOOD CONTACT WITH GROUND MUST BE MAINTAINED,AND EROSION MUST NOT OCCUR BENEATH
MATTING. REPAIR AND SECURE AS REQUIRED IF DAMAGED OR UNDERCUT.
3) MONITOR AND REPAIR AS NECESSARY UNTIL GROUNDCOVER IS ESTABLISHED.
CHATHAM COUNTY CHATHAM COUNTY
NORTH CAROLINA NORTH CAROLINA
DETAIL NUMBER DETAIL NUMBER
STANDARD MATTING INSTALLATION 2o1s_o10 STANDARD MATTING INSTALLATION (SLOPES) 2018_010A
SHEET 1 of 1 SHEET 1 of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT

SANDBAG \,_, STAPLES STRAW BALE BINDER WIRE
(2 PER BALE) 10 mil PLASTIC LINING
10 mil PLASTIC LINING PLYWOOD
NATIVE MATERIAL PAINTED WHITE BLACK LETTERS
SECTION A-A (OPTIONAL) 6"HEIGHT
-1111=1- Species Rate (lb/acre) Dates
3' NOT TO SCALE M lI LAG SCREWS
SECTION B-B I ICONCRE El I L
I I WASHOUT.I,
LATH AND _ NOT TO SCALE
IIII=_IIIIIIp BERM WOOD OR
FLAGGING ON METAL STAKES T (grain')
3 SIDES (2 PER BALE) 36" WOOD POST
3.5"X3.5"XS' \
Rye t�,/r ain I 1 '�_I
10'MINIMUM j anuar� 1 I ay 1
•
10'MINIMUM IIII=_ 1111=IIII=1111= III=1''
®�® 36 -annual lespedeza (Kobe j 7)■Q 0• • ■ •
© © ® B ® ® B CONCRETE WASHOUT
SANDBAG ■■i1 ■1.1 (OR EQUIVALENT)SIGN DETAIL German millet 0 May 1 - August 15
ID
VARIES
A ■ A la 111 _.1 �2,. Rye (grain) 120 August 15 - December 31
i IMME A
VARIES I' I Q ®MA®®® _� STEEL WIRE
STAPLE
©> \©
■ ■ PLAN TO SCALE 10 mil PLASTIC LINING
NOT PLANTOSCALE STRAW BALE
(TYP) DETAIL Soil Amendments
NOT
TYPE"ABOVE GRADE"WITH STRAW BALES Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
A BERM limestone and 750 lb/acre 10-10-10 fertilizer.
■® Q O O p■ 10 mil PLASTIC LINING
10 mil PLASTIC LINING TYPE"BELOW GRADE"—
I Mulch
WOOD STELAE AROUND lB-B Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
FASTENED PERIMETER�/ r SECTION ALE
ENTIRE NOT TO SCALE
INSTALLATION& WITH TWO STAKES anchoring tool. A dist with blades set nearly straight can be used as a mulch anchoring
CLEANOUT NOTES: NOTES I
1)INSTALL 50'FROM 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. - -10'MINIMUM -{ TWO-STACKED
tool.
STORM DRAIN INLETS& I
SURFACE WATERS UNLESS 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED • - 2X12 ROUGH
WOOD FRAME
REASONABLYNO ALTERNATIVE WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT.
AVAILABLE. B B Maintenance
2)CLEANOUT WASHOUT 3.MATERIALS USED TO CONSTRUCT TEMPORARY Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
WHEN WET CAPACITY. CONCRETE WASHOUT SHALL BE REMOVED FROM THE
3)ALL DAMAGE TO VARIES STAKE following erosion or other damage.
TYP)
WASHOUT MUST BE MADE SITE AND DISPOSED OF OR RECYCLED.
REPAIRED IMMEDIATELY. 4.HOLES,DEPRESSIONS OR OTHER GROUND
(#1; DISTURBANCE CAUSED BY THE REMOVAL OF TEMPORARY CONCRETE WASHOUT SHALL THE
BE - _
) c BACKFILLED,REPAIRS AND STABILIZED TO PREVENT PLAN TYPE"ABOVE GROUND'"
10 mil PLASTIC LINING NOT TO SCALE WITH WOOD PLANKS
CHATHAM COUNTY EROSION. CHATHAM COUNTY
NORTH CAROLINA NORTH CAROLINA
DETAIL NUMBER DETAIL NUMBER
STANDARD CONCRETE/PAINT WASHOUT 2018-022 TEMPORARY SEEDING/MULCHING SPECIFICATIONS 2018-020
SHEET 1 of 1 SHEET I of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT
Region of Species or Mixture Adaptation Maintenance
Varieties Adaptation Annual Mowing mowing
Shade Heat Cold Drought Wear Fertilizer Height
(IbN/
ALL DISTURBED AREAS Cool Season Grasses: Frequency
Kentucky blugrass blend' Mountains Kentucky bluegrass good fair good good good 2.5-4 (in.)
.5.4 2 med. *ADDITIONAL SODDING
March 1 - August 31 September 10 - February 28 Kentucky bluegrass/ good good good good good 2.5-3 3 high INSTRUCTIONS CAN BE FOUND
Tall fescue blend Adventure.Brookston, Mountains Tall fescue 50# Tall "SODDING"Fescue 50# Tall Fescue Falcon.Finelawn. and Piedmont IN SECTION 6.12 OF
_
Galway.Houndog, Tall fescue good good good good good 2.5-3.5 3 high THE NCDEQ DEMLR EROSION
10# Centipede 10# Centipede Jaguar,Olympic,Rebel Hybrid Bermudagrass poor good poor excel. excel. 5-6 1 high
Tall fescue/KentuckyMountains Centi ede rays fair AND SEDIMENT CONTROL
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled) p g good poor good poor 0.5 1 low
bluegrass and Piedmont PLANNING AND DESIGN MANUAL.
St.Augustinegrass good good poor good poor 2.5 2-3 med.
500# Fertilizer 500# Fertilizer Warm Season Grasses: Zoysiagrass fair good fair excel. good 1.5 1 high
4000 Limestone 14o00 Limestone Hybrid Bermudagrass Vamont,Tifway,Tifway Piedmont and Adapted from Carolina Lawns,NCAES Bulletin no.AG-69. MAINTENANCE NOTES:
II&Trfgreen Coastal Plain 1) AFTER FIRST WEEK,WATER AS NECESSARY TO
Soil preparation-Test soil to determine the exact requirements for lime and
Zoysiagrass Emerald,Meyer Piedmont and MAINTAIN ADEQUATE MOISTURE IN THE ROOT
WASTE AND BORROW AREAS Coastal Plain fertilizer. Soil tests maybe conducted by the State soil testing lab or a reputable ZONE AND PREVENT DORMANCY OF SOD.WATER
commercial laboratory. Information on free soil testing is available from the MORE DURING SUMMER MONTHS.
Centipedegrass No improved varieties Piedmont and Agronomic Division of the North Carolina Department of Agriculture or the
2)DO NOT REMOVE MORE THAN 1/3 OF SHOOT IN
March 1 - August 31 September 10 - February28
g PCoastal Plain Agricultural Extension Service. Where sodding must be planned without soil ANY MOWING.MAINTAIN GRASS HEIGHT BETWEEN
75# Tall Fescue 75# Tall Fescue St.Augustinegrass Raleigh Piedmont and tests the following soil amendments may be sufficient: 2-3 INCHES UNLESS OTHERWISE SPECIFIED.
Coastal Plain •Pulverized agricultural limestone at a rate of 2 tons/acre(100 lb/1,000 3)AFTER FIRST GROWING SEASON,ESTABLISHED
25# Berrnudagrass (hulled) 25# Berrnudagrass (unhulled) ft2) SOD REQUIRES FERTILIZATION;MAY ALSO REQUIRE
'A large number of varieties exist-consult suppliers and your local LIME.FOLLOW SOIL TEST RECOMMENDATIONS.
500# Fertilizer 500# Fertilizer Agricultural Extension office for recommendations. •Fertilizer at a rate of 1,000 lb/acre(25 Ib/1.000 ft2)of 10-10-10 in fall or
�„,, 5-10-10 in spring. `
4000# Limestone 4000# Limestone Flow _
_ �y � Equivalent nutrients maybe applied with other fertilizer fommlations. These ---i--- -- -----1
_ ~: —� _;` Lay sod across the amendments should be spread evenly over the area.and incorporated into the �r Y' : -"-;, 4 Lay sod in a staggered
,;...
direction of flow. top4-8 inches of soil bydisking.harrowing. or other effective means. If t -'-i "- pattern with strips butted
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon request. � : g g _ 1 -- _� 1 ;-• .- tightly against eachother.A
topsoil is applied.follow specifications given in Practice 6.04.Topsoiling. sharpened mason's trowel can
`-• _ , .. • } •-'_ ". _ be used to tuck down the ends
--� Prior to laying sod, clear the soil surface of trash, debris-roots,branches. -!_ ...•� and trim pieces.
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 lb acre and add 20# of stones.and clods larger than 2 inches in diameter. Fill or level low spots in
)
lb/acre pegs or stables to fasten sod firmly at the �'- --"�'���`
ends of strips and in the center,or every 3-4' order to avoid standing water. Rake or harrow the site to achieve a smooth
Sericea Lespedeza from January 1 - December 31. if the strips are long.When ready to mow• . ____ and level final grade. iimol Correct Butting-angled ends caused by the automatic
drive pegs or staples flush with the ground. r "-""`�"Pe or J{ sod cutting must be matched correctly.
I ,r staple ! ink as Incorrect
f.. --_--.,..__._._.,___..fe Complete soil preparation by rolling or cultipacking to firm the soil. Avoid
using heavy equipment on the area,particularly when the soil is wet.as this
Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer maybe used provided the 1-2-2 — 4
y y -. „49„,,,,a may cause excessive compaction. and make it difficult for the sod to take
yZ==-:� v. root. 1 I
ratio is maintained and the rate of application adjusted toprovide the same amount ofplant food as a . •--`-`- = , -r.... in critical areas,secure
pp W..`—j['� ;t•-. sod with netting and I
^� '--`-•-`— staples. I I
10-20-20 analysis and as directed. = ~~�:� :�'_ . ' /
I ',Ii lI : '
MAINTENANCE NOTES: .."::-�`-_ ~- C A
ft 1) INSPECT PERMANENT STABILIZATION WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS. ,.t
2 REFERTILIZE IF GROWTH IS NOT FULLY ADE UATE.RESEED,REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE,REPAIRING I JAI Roll sod immediately to Water to a depth of 4" Mow when the sod is es-
2 J achieve firm contact as soon as the sod is tablished(2-3 wks).Set
ERODED AREAS PRIOR TO RESTABILIZATION.MONITOR UNTIL 90%STABILIZATION ACHIEVED. with the soil. laid,and continue the mower high(2-3").
3)SECTION 6.11"PERMANENT SEEDING"OF NCDEQDEMLR EROSION MANUAL MAY BE REFERENCED FOR PLANNING CONSIDERATIONS AND RECOMMENDATIONS. watering as needed.
CHATHAM COUNTY CHATHAM COUNTY
NORTH CAROLINA ` NORTH CAROLINA
DETAIL NUMBER DETAIL NUMBER
PERMANENT SEEDING/MULCHING SPECIFICATIONS 2018-021 SODDING INSTRUCTIONS 2019-001
SHEET 1 of 1 SHEET 1 of 1
WATERSHED PROTECTION DEPARTMENT WATERSHED PROTECTION DEPARTMENT

PART III PART III SELF-INSPECTION,RECORDKEEPING AND PART III SELF-INSPECTION,RECORDKEEPING AND
SELF-INSPECTION,RECORDKEEPING AND REPORTING REPORTING REPORTING
SECTION A:SELF-INSPECTION Self-inspections are required during normal business hours in SECTION C:REPORTING
accordance with the table below.When adverse weather or site conditions would cause the safety of SECTION B:RECORDKEEPING
1.Occurrences that must be reported
the inspection personnel to be in jeopardy,the inspection may be delayed until the next business day 1.E&SC Plan Documentation
on which it is safe to perform the inspection. In addition,when a storm event of equal to or greater Permittees shall report the following occurrences:
The approved E&SC plan as well as any approved deviation shall be kept on the site.The approved
Chatham County than 1.0 inch occurs outside of normal business hours,the self-inspection shall be performed upon the E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items (a) Visible sediment deposition in a stream or wetland.
commencement of the next business day.Any time when inspections were delayed shall be noted in pertaining to the E&SC plan shall be documented in the manner described:
Sample Residential Construction Sequence the Inspection Record. (b) Oil spills if:
1. Submit a Land Disturbing Permit Application at least 30 days prior to any land disturbing activity • They are 25 gallons or more,
occurring. • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Item to Document Documentation Requirements • They cause sheen on surface waters(regardless of volume),or
2. Organize pre-construction meeting with Chatham County Watershed Protection Department to Frequency (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy • Theyare within 100 feet of surface waters(regardless of volume
Inspect (during normal Inspection records must include: ( g )
review site plan prior to land disturbing activities.Land-Disturbing Permit and Approved Plans business hours) and does not significantly deviate from the of the approved E&SC Plan or complete,date
(1)Rain gauge Daily Daily rainfall amounts. locations,dimensions and relative elevations and sign an inspection report that lists each
will be provided at this meeting. maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
of
3. Install all temporary erosion control measures according to the information discussed during the good working holiday periods, and no individual-day rainfall information is Plan.This documentation is required upon the (a) Releases ea hazardous substances in excess of reportable quantities under Section 311
order available,record the cumulative rain measurement for those on- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA(Ref:40
pre-construction meeting. Minimal clearing may occur in the immediate area of all measures to attended days(and this will determine if a site inspection is the E&SC Measures are modified after initial CFR 302.4)orG.5.143-215.85.
rOVlde for installation. needed). Days on which no rainfall occurred shall be recorded as installation.
p "zero." The permittee may use another rain-monitoring device
4. Permitted land disturbing activities may begin once measures are Installed. approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
(2)E&SC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection
5. Complete self-inspections weekly and within 24 hours or a 0.5"or greater rainfall event. Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the
and within 24 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the
6. Maintain all erosion and sediment control measures in good working order.Silt fence,inlet hours of a rain 4. Indication of whether the measures were operating
event 1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
s-
protection and other similar measures must be cleaned out when they are half full.Clogged silt 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection
fence outlets must be refreshed re laced.Silt fence cannot have holes or tears. 6. Description,evidence,and date of correctives bons taken. Plan. report to indicate compliance with approved/ p (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, P P PP 2.Reporting Timeframes and Other Requirements
7. Ground cover shall be provided as follows: discharge 7calendardays 2. Date and time of the inspection, ground cover specifications.
After a permittee becomes aware of an occurrence that must be reported,he shall contact the
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. appropriate Division regional office within the timeframes and in accordance with the other
a. Stabilize basins with ground cover immediately after installation.(If applicable) hours of a rain 4. Evidence of indicators ofstormwater pollution such as oil requirements for all E&SC Measures requirements listed below. Occurrences outside normal business hours may also be reported to the
vent 1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. Division's Emergency Response personnel at(800)662-7956,[phone] or(919)733-3300.
b. Stabilize diversion ditches intended to be in service for(14)days or more with 24hours 5. Indication of visible sediment leaving the site,
temporary seeding and erosion control matting.(If applicable) 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC Measures. Plan or complete,date and sign an inspection
c. For all areas of moderate and/or steep slopes,stabilize area with seed and matting if site 7calendardays of the following shall be made: report to indicate the completion of the
and within 24 1. Actions taken to clean up or stabilize the sediment that has left
the slope has not been disturbed for a period of(7)days. hours of ram the site limits, corrective action. Occurrence Reporting Timeframes(After Discovery)and Other Requirements
event 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within24hours,anoralorelectronicnotification.
d. Provide ground cover sufficient to restrain erosion on any portion of the site upon
24 hours 3. An explanation as to the actions taken to control future deposition in a • Within 7 calendar days,a report that contains a description of the
which further land-disturbingactivityis notundertaken within(14)calendarda S releases. 2.Additional Documentation In addition to the E&SC Plan documents above,the following items
being y stream or wetland sediment and actions taken to address the cause of the deposition.
(5)streams or At least once per If the stream or wetland has increased visible sedimentation or a shall be kept on the site and available for agency inspectors at all times during normal business hours,
of temporarily or permanently suspending land disturbing activity. wetlands onsite 7calendardays stream has visible increased turbidity from the construction unless the Division provides a site-specific exemption based on unique site conditions that make this Division staff may waive the requirement for a written report ona
or offsite and within 24 activity,then a record of the following shall be made: case-by-case basis.
e. Establishpermanentground cover sufficient to restrain erosion immediate) following requirement not practical:
�/ g (where hours of a rain 1. Description,evidence and date of corrective actions taken,and • If the stream is named on the NC 303(d)list as impaired for sediment-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division related causes,the permittee may be required to perform additional
completion of construction or development and/or prior to final inspection.
24 hours Regional Office per Part Ill,Section C,Item(2)(a)of this permit monitoring,inspections or apply more stringent practices if staff
9. Re-install adequate erosion and sediment control measures and/or increase maintenance of this permit.
q determine that additional requirements are needed to assure compliance
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC
frequency where approved measures fail to prevent accelerated erosion,off-site sedimentation, stabilization of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions.
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification.The notification
or repetitive non-compliance issues. activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days.The permittee shall record release of shall include information about the date,time,nature,volume and
ground cover). the required observations on the Inspection Record Formprovided bythe Division or a similar hazardous location of the spill or release.
10. Measures must be installed at the back of curb to restrict all vehicle access to the construction 2. Documentation that the required ground stabilization q p
inspection form that includes all the required elements.Use of electronically-available records in substances per Item
entrance. All measures must be installed according to the approved plan unless approved in the measures have been provided within the required lieu of the required paper copies will be allowed if shown to provide equal access and utility as 1(b)-Id above
timeframe or an assurance that they will be provided as
field by Chatham County Watershed Protection Department staff(approved Field Revision). soon as possible. the hard-copy records. (c)Anticipated • A report at least ten days before the date of the bypass,if possible.
11. Modifications to the approved and permittedplans shall be approved,byChatham Countybypasses[40 CFR The report shall include an evaluation of the anticipated quality and
pp pp NOTE:The rain inspection resets the required 7 calendar day inspection requirement. 122.41(m)(3)] effect of the bypass-
(c) All data used complete the Notice Intent and older inspection records shall be (d)Unanticipated • Within 24 hours,an oral or electronic notification.
Watershed Protection Department staff only,prior to removal or installation.Contact Chatham maintained for or a period of three yearsrs after project completion and made available upon
CountyWatershed Protection Department staff to request an inspection and obtain a sign-off request. [40 CFR 122.41] bypasses[40 CFR • Withinliy and7 effect
calendar days,a report that includes an evaluation of the
p q p122.41(m)(3)] quality effect of the bypass.
on the plans or an approved Field Revision. (e)Noncompliance • Within 24 hours,an oral or electronic notification.
with the conditions • Within 7 calendar days,a report that contains a description of the
12. Once grading and construction activities are complete,temporary measures are removed,and of this permit that noncompliance,and its causes;the period of noncompliance,
the site is stabilized call Chatham County Watershed Protection Division staff to schedule the 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
final inspection. environment[40 continue;and steps taken or planned to reduce,eliminate,and
13. Once the final inspection is complete the permit will be closed and no additional ground CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6).
disturbingactivities can occur. • Division staff may waive the requirement for a written report on a
case-by-case basis.
'I , NORTH CAROLINA
y-_' ,�.1Environmental Quality
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
I GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER
1. Maintain vehicles and equipment to prevent discharge of fluids.
Implementing the details and specifications on this plan sheet will result in the construction activity 2. Provide drip pans under any stored equipment. -" •,;yam '•'a
being considered compliant with the Ground Stabilization and Materials Handling sections of the 0\v ,C, '° 1�'�'�'�'o�T +.
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the project.
NCGO1 Construction General Permit(Sections E and F,respectively).The permittee shall comply with o <0 �� I r!'�"-,
the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction.All 4. Collect all spent fluids,store in separate containers and properly dispose as hazardous waste > j r 1„1pij NI
details and specifications shown on this sheet may not apply depending on site conditions and the (recycle when possible). of o^o<p OM Rom , g' rd011 I a err
delegated authority having jurisdiction. 5. Remove leaking vehicles and construction equipment from service until the problem has been M t 1�.I.Z.Z.11 -�I.P mR a-
corrected.
SIL.I.ON E.GnOJIJm,S I AoluluA i IOIJ 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to a 1 �'• pm.°°^•"'•" I a �'�.,gym.
vour
Required Ground Stabilization Timeframes recycling or disposal center that handles these materials. I
SOLD SAC16,s•.MAIM. I
euu
Stabilize within this _ "'"'
Site Area Description many calendar Timeframe variations R 2E1 BELOW GRAr WASHOCIIT CTRI If TIIRF ABOVE GRAD mAHOUT STRUCTURE
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
-
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash receptacle)on CONCRETE WASHOUTS
swales,ditches,and 7 None site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available. 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and state
(b) High Quality Water solid waste regulations and at an approved facility.
(HOW)Zones 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff from 3. Manage washout from mortar mixers in accordance with the above item and in addition place
upland areas and does not drain directly to a storm drain,stream or wetland. the mixer and associated materials on impervious barrier and within lot perimeter silt fence.
c Slopes steeper than It slopes are 10'or less in length and are not 5. Cover waste containers at the end of each workday and before storm events or provide q. Install temporary concrete washoutsper local requirements,where applicable. If an alternate
(j p P 7 steeper than 2:1,14 days are allowed-7 days secondary containment. Repair or replace damaged waste containers. P y q PP
NCDENR SELF-INSPECTION PROGRAM 3'1 for slopes greater than 50'in length and with 6. Anchor all lightweight items in waste containers during times of high winds. method or product is to be used,contact your approval authority for review and approval. If
I p. t cp ,th ,,4.1 7 Burs f ,p ,„ct" local standard details are not available,use one of the two types of temporary concrete
7. Empty waste containers as needed to prevent overflow.Cleanup immediately if containers washouts provided on this detail.
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT dikes,swales,ditches,perimeter slopes and overflow.
PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER HOW Zones 5. StormwaterDo not use concretem washouts for dewateringot or yostoring defectivemmp into or sidewalk sections.
8. Dispose waste off-site at an approved disposal facility. accumulated within the washout may not be pumped into or discharged to the
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND -10 days for Falls Lake Watershed 9. On business days,clean up and dispose of waste in designated waste containers. storm drain system or receiving surface waters. Liquid waste must be pumped out and
SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. (d) Slopes 3:1 to 4:1 14 -7 days forperimeter dikes,swales,ditches,
Y removed from project.
perimeter slopes and HQW Zones-10 days for 6. Locate washouts at least SO feet from storm drain inlets and surface waters unless it can be
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER Falls Lake Watershed unless there is zero slope shown that no other alternatives are reasonably available.At a minimum,install protection of
1,2010. PAINT AND OTHER LIQUID WASTE storm drain inlet(s)closest to the washout which could receive spills or overflow.
1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 7. Locate washouts in an easily accessible area,on level ground and install a stone entrance pad in
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING (e) Areas with slopes front of the washout.Additional controls may be required by the approving authority.
flatter than 4:1 14 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE unless no other alternatives are reasonably available. 8. Install at least one sign directing concrete trucks to the washout within the project limits. Post
FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF - 3. Contain liquid wastes in a controlled area. signage on the washout itself to identify this location.
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED Note:After the permanent cessation of construction activities,any areas with temporary ground q, Containment must be labeled,sized and placed appropriately for the needs of site. 9. Remove leavings from the washout when at approximately 75%capacity to limit overflow
PLAN- THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, stabilization shall be converted to permanent ground stabilization as soon as practicable but in no events. Replace the tarp,sand bags or other temporary structural components when no longer
case longer than 90 calendar days after the last land disturbing activity.Temporary ground 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from functional. When utilizing alternative or proprietary products,follow manufacturer's
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED- stabilization shall be maintained in a manner to render the surface stable against accelerated erosion construction sites.
g instructions.
THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM until permanent ground stabilization is achieved. - 10. At the completion of the concrete work,remove remaining leavings and dispose of in an
THE LAND QUALITY WEB SITE. •
PORTABLE TOILETS approved disposal facility. Fill pit,if applicable,and stabilize any disturbance caused by removal
of washout.
the soil. Use one of the techniques in the table below: 1. Install portable toilets on level ground,at least 50 feet away from storm drains,streams or
http:/Iportal.ncdenr.orgiwebnr/erosion 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
Temporary Stabilization Permanent Stabilization sand bags.
-
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2• Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic
areas.
other mulches and tackifiers other mulches and tackifiers 3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed
•Hydroseeding •Geotextile fabrics such as permanent soil sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit.
•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 HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label restrictions.
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT 2. Store herbicides,pesticides and rodenticides in their original containers with the label,which
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away lists directions for use,ingredients and first aid steps in case of accidental poisoning.
•Structural methods such as concrete,asphalt or from storm drain inlets,sediment basins,perimeter sediment controls and surface waters unless 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible or
retainingwalls it can be shown no other alternatives are reasonably available.
where they may spill or leak into wells,Stormwater drains,ground water or surface water. If a
•Rolled erosion control products with grass seed 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet spill occurs,clean area immediately.
from the toe of stockpile. 4. Do not stockpile these materials onsite.
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS - 3. Provide stable stone access point when feasible.
1. Select flocculants that are appropriate for the soils being exposed during construction, 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,
selecting from the NC DWR List of PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. physical a chemicalrrycoverage pemneont techniquesf thate will restrain accelerated erosion on disturbed
soils for temporary or permanent control needs.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved PAMS/
Flocculants and in accordance with the manufacturer's instructions. HAZARDOUS AND TOXIC WASTE
4. Provide ponding area for containment of treated Stormwater before discharging offsite. 1. Create designated hazardous waste collection areas on-site.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or 2. Place hazardous waste containers under cover or in secondary containment.
surrounded by secondary containment structures. �� �°+; NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
l•c
Y Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19