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.Iw•' 25 1 _\\ / �� MP \5 3�-4�58 \\ • 3 553 ' W, 725.58, S L 4 (_ 7� \ I I '\THIS PROJECT FOR THE CONSTRUCTION OF SINGLE FAMILY HOMES E A M =
9999 SG/51• IJ_55 I I IN STAGES AS HOMES ARE SOLD. THE PROJECT IS NOT TO BE �i'U E
�'-\'-/ N♦ g6 \ y 1 a 4V 125�• 3s"E ❑ 1\ I , 1 I O ,-,F' C
\ \ / // A II 9�.03' -�� -- �O I I I I MASS GRADED SEPTIC AREAS ARE TO BE CLEARED ONLY AT THE M
\\ Ti 5 92 \I y NaO i ■/_�_ ■ N 55'37,-25"E - I 1 II TIME o\INSTALLATION FBI F 0 v
V • s %- G� TOTAL DISTURBED AREA:7.39AC - I �' LOTS ■ 838/ _' o
\ •.), / ■:I 1 I 1.21 ACRES ,., `•4 I 4J S•./'4,y'�.• .`-_�- --J_' ' \ \ :fl ro p
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h9g 1 �' �j al 1 ■ f ______ m '�♦���i� �I / ;� 439.10'4, }-T'��+-�_=i F
�570 �W�2 �3s O •I •d I p e- `♦�4 , / Y,iP , 1 v V y
\ ays / 'y (0 TOTAL S/TEAREA:22.06AC n ' i I p ��♦, /ice. wl=; v cad
v c�32h / y�A , i ZI ■ II N ♦���.. �� �M�a�/ 'I`!. , 1\ ��''�' FG
/ 1 I ■1 gg COMMON AREA FOR ��// nl / 1 \ `m 7•r N
I / • � lP 1 1 I I ■lyll■0■■■11■1M I m ��/ MHill 1i / iG.L : I v SEPTIC SYSTEM /J R / [Q
GENERAL NOTES �' •.*(, � t II To I / 1 I m uaa.4, LOT8.-O.66AC '(..1'�% I o
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, 1I MI 1 i ''' / I I ,�''� \ 3.1.DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED,USE THE DESIGNED EROSION DEUCES AS SHOWN / 1 I YI I I / /�j� / / / \ \ ,
ON DETAIL SHEETS AND MAINTAIN AS REQUIRED TO MINIMIZE EROSION AND SEDIMENTATION RUNOFF. I ',� "Gi In \ 1 I I I I i / `♦\V\ •/3 / / / 1I \
2.CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. I ', �`Sk '�1\ I u,l �� /'? ,• 9/'i / I I \
J COMMON AREA FOR \1\ 11■11.11■Ila - .� O / / 1
3.CONTRACTOR SHALL VERIFY LOCATION AND AVAILABILITY OF ALL UTILITIES AFFECTING THE PROJECT ON \ �y L �3° /�v /
SEPTIC SYBrEM `,L+�` 1 wl i�2,>,/�' y♦ 5 / I \\ a
AND OFF THE SITE. \\ y •?, LOT$•7-7 39.96 AC \ 11 dl� / \\��j`,[•(R�,`/ / / , / 1 \ 1� \\
4.ALL EXCAVATION FOR THIS PROJECT IS UNCLASSIFIED. WHEN EXCAVATING,REMOVE ALL MATERIALS OF •+y Z 1 / /'K-I ;/ / \ O
WHATEVER SUBSTANCE ENCOUNTERED. N. ' 1.1:111""'"'"Ill
/ /.� I l 1/ // I ' l \7. \ 1� I ♦ / , / 1 \ ', \v 20'unu7r / 1 / 1 v v\ ACCESS TO THE I /� l 1/ I. / I A , I-5.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF \ \SEP77C AREASI �- ■ 9 /�; lI I' / I 1 \\ STOCKPILE NOTE: O 1-
THE CITY/COUNTY/STATE ENGINEERING DEPARTMENTI \ ,/l� I 1; / I II \ ALL MATERIAL IS TO REMAIN ON-SITE. TOP SOIL IS TO BE STRIPPED W Z
6.PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES,AS MAY BE REQUIRED, TO CONTROL SOIL \ f`, j / 1 l I 1 �� / f' ✓1 II AND USED IN FINAL LOT GRADING OUTSIDE OF BUILDING PAD OR ON
\ l 1/ / SLOPE SURFACES AND NON-STRUCTURAL AREAS. STOCKPILED 0 'ZJ O
\EROSION DURING ALL UTILITY CONSTRUCTION. \***,
y l' \I Z ( .♦, ,(�/ 11'' ' I I tbyi I MATERIAL FOR SEDIMENT BASIN CLOSURE SHALL BE PLACED ON (p-C u
�2 \ 'I I ♦ I 'l l-/ I IN I / �p I ADJACENT LOTS TO BASIN COMPACTED AND STABILIZED. Q 0 t+
7.ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER y Imo', _ ♦ I 1 / 1 V�-. / / / 6Y' II
1
,
\ THE UTILITY CONSTRUCTION. CONTRACTOR MUST VERIFY ALL EXISTING FIELD CONDITIONS PRIOR TO y S.. `♦ /� 1 P / / / I
CONSTRUCTION. •y PROPOSED SEPTIC I d I�6 I I SITE N v
FIELD AREAS y1 L'�� o�w I d it 1 / A CON7orEs: r� z Z
I \ \, I _ 1 . CONTOUR ELEVATIONS ARE BASED ON A SURVEY FROM W
8.72 HOURS BEFORE COMMENCING CONSTRUCTION CONTACT N.C. ONE-CALL 1(800)632-4949 FOR '\ \, \ yy - ' , ( I/ I / / O'\ PROVIDENCE LAND GROUP. ANY ISSUES PERTAINING TO ELEVATIONS N �+
' UNDERGROUND UTILITIES LOCATION. \ p� 4 ' I I• 'S �'� I /('ml / / 4 I r'' Ll a•+
_ I ~ '2 1 ��/ I Z HT TO THE ATTENTION OF THE ENGINEER PRIOR w c G
/ II\ /0---k' I I / / O, I SHOULD BE BROUGHT
•
\ y / \\ ` f� TIr \\`'~'i •1 / ✓' '�i I TO ONTINUATION. -Q Q
9.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION \ `' / I 1/,' ' JI ( 1"�
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. _ 7�pp 6 `J 0
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO __._ \\ 9F� •y 1 I\ E�I-�11.11!!4��/ (\j iL'2,j5' \\'/' �' / �o ,�1 II STABILIZATION NOTE: V N
\ y \♦ iiiLL2".34'��'�� I ALL SLOPES GREATER THAN A 3:1 MUST BE
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS ` �•• ■ ♦�/ *� '�• 4U E 'I �4 j STABILIZED WITHIN 7 DAYS AFTER GRADING Q
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON PLAN. ALL GRADED SLOPES MUST BE SEEDED AND '$, t� J CZ
y / I /�// J• ? ��f / l / / OPERATIONS. ALL OTHER SLOPES TO BE
MULCHED WITH IN 7 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND / \ �11.11 �II•l1• / / / C
MULCHED WITHIN 14 DAYS. �• •y / I \ II•/t.1/• / / I / ;STABILIZED WITHIN 14 DAYS AFTER GRADING
b y / (T I \ / // / / I / 'OPERATIONS. Z
11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 S Its, l ■ \ // •♦�M`: .\ / 'r I - O_
,
,
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12. ALL FILL MUST BE PLACED IN MAXIMUM 1 FOOT LIFTS TO A MINIMUM 959,COMPACTION. N.C. STATE / I 1 I 1 ;' '■a y ) J \ / INSTALLATION AND MAINTENANCE:
BUILDING CODE FOR 2000psf MINIMUM COMPACTION IS REQUIRED IN BUILDING AREA. ' % I I I I 1 , 7 I $ 6`/ r \ 'Cow '/� l //ALL SILT FENCE AND SILT FENCE OUTLETS, /
I
%
\ / / / / r / / t /Q 1 \ J', / I / SHOULD HAVE ADEQUATE INSTALLATION AND Ce
1 /
13. ANY CUT AND/OR FILL SLOPE EXCEEDING 10'IN HEIGHT IS TO HAVE A SLOPE DRAIN INSTALLED AT TOP '\ I--1 1 1 v1� y i a I /Q • \\ // �' / / MAINTENANCE. SILT FENCE OUTLET LOCATIONS TO LU
OF SLOPE. SLOPE DRAIN TO REMAIN UNTIL DRAINAGE AREA HAS STABILIZED. I �,I '� / ' / BE FIELD DETERMINED.
f
1 I■
4' y �• f S
EROSION CONTROL CONSTRUCTION NOTES: / $� / '4 I 9 r �f �',,v♦
y hn♦ p �nr`- I CONSTRUCTION PHASING NOTES:
/ I Nam./ I / •1 L� / / �I� / I i I , EFFECTIVE OCTOBER 1,2010,PERSONS RESPONSIBLE FOR `"'�(;A"""
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEARING / M' �!//.N.. '•I•//'� 'I I q LL��.j �\ / /♦�, l I LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT ""\A•......RO�'"
OPERATIONS. NO LAND DISTURBING ACTIVITY,EXCEPT THAT WHICH IS ' ' •I / y I 'y I I ■/ ) ✓ i-------w / /♦O ' l 1 AND EROSION CONTROL MEASURES ON A PROJECT AFTER p`�p�'[S '•'.j,.'4��
REQUIRED TO INSTALL EROSION CONTROL MEASURES,MAY COMMENCE PRIOR ---_ !N, h� I G -I ` \S / / l l F 2 d`i iOY�
TO APPROVAL OF THE NCDENR. / /I^" / L / L. \ ♦ / / EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
/ I' I l I J • 1 '•j�. I. //^• 1 APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS FOR REVIEW
/ / I = • ,(S \ ` I`v 0: • I I BEING FOLLOWED. SELF-INSPECTION REPORTS ARE
2. ANY FAILURE TO MAINTAIN EROSION CONTROL MEASURES WILL RESULT IN = / 14 / I ■ I •r \ I ys'lo5' I I REQUIRED. PURPOSES ONLY
APPROPRIATE ENFORCEMENT ACTIONS IN ACCORDANCE WITH THE NORTH / / l 1 ■ ♦ I • •� (■ \ L1 R-6 I I
CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973 NCGS CHAPTER / I I �� eat % \ Q - �jy'I I //./.9 IN :• may,`
113A,ARTICLE 4),AND THE NORTH CAROLINA ADMINISTRATIVE CODE TITLE / 1 I a I 7 •.•' • \\ V. I NOTE: �'' p•'MPGF',,`
15A,DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES CHAPTER / I ■ TEMPORARY SILT FENCE,ROCK CHECK DAMS AND , , ,
4' ' / I I • ♦ >� ■ \ \ -- •
I SILT DITCHES ARE SHOWN GRAPHICALLY FOR
I ( G CG` L I , CONVEYANCE PURPOSES. ACTUAL LOCATION MAY
3. ANY EXISTING STREETS THAT ARE AFFECTED BY MUD,DEBRIS, OR _ ,-_ / I ■ `f•11}IIII•!{aII ■ G \\ 4. \\ 'I� I VARY BASED ON DAILY PERFORMANCE OF THE
SEDIMENT SHALL BE CLEANED WITHIN 24 HOURS OF NOTICE. �\ / I , ■l •yy \ ``. \ /Y II II I `,SITE CONSTRUCTION STAGE. THE PLAN CAN BE
/ , , I : _Y \ �G y. \ i L0�' 1 11 AMENDED BASED ON PERFORMANCE OF THE
4. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN /// \\\ / I 1 I ♦�A \ \ l • \/ I I MEASURES AND TOPOGRAPHICAL VARIATIONS. }
2:1 IN CUT AND 3:1 IN FILL) THE ANGLE THAT CAN BE RETAINED BYCO
,
VEGETATIVE OVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR I ' 1 m
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 \\ \ , I �•/ I \ \ % ' I / /
I ' `
■ w
cc
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING,BE PLANTED \ - I 1 \ \\ ♦ I CONSTRUCTION SEQUENCE: Z G
v / I 1 v I I�CONTACT.' I d U d
OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, 1 / I I I 2 I
DEVICES. OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. / I _ I / \ \\/ I (BEN RUSSELL 704-291-3150 I 1. OBTAIN EROSION PLAN APPROVAL FROM NCDENR AND SET UP Q w
/ ,I I I I I \ V I I PRE-CONSTRUCTION. K I
5. TOPOGRAPHY FROM NC ONE MAP. // WI I I tt.tt�/(•.d•I_r. ` \\ •�� I 1 WATERSHED: U
1 I TT� II.1 ♦' , 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS NEEDED FOR THE
6. TEMPORARY DITCHES TO HAVE A 109 MAXIMUM SLOPE. DITCHES TO BE N' / I V " I I THE SITE IS LOCATED IN THE YADKIN/PEE
I y \ /♦ CONSTRUCTION OF THE HOMES INSTALL RIPRAP HORSE SHOES AT PIPE INLETS.
TEMPORARILY SEEDED. NI/ I I 4.(.\ /♦•✓ I DEE RIVER BASIN
olf /'/ I 44� /♦ I I SOILS NOTES: 1 3.INSTALL BERM ALONG THE EAST SIDE OF THE PIPE SYSTEM. SEED AND
7.ANY NEW TRAP OR BASIN NEEDS 70 BE STABILIZED IMMEDIATELY AFTER l I I S.
/ I I STABILIZE BERM. N
INSTALLATION, j'' / I Iyv / I THE SOILS IN THIS AREA ARE:
--- • I / I/.' / 1 ,'CID- CmB HYDROLOGIC GROUP"D" ''4. CLEAR ONLY AREA NECESSARY TO INSTALL SILT FENCE.
i / l I 1 BADIN- BaB HYDROLOGIC GROUP"C"1'
iLfD CV/mI I I / / I , , I 5. WHEN ALL EROSION CONTROL MEASURES HAVE BEEN COMPLETED AND ARE
' ' ', CALL FOR INSPECTION OF DEVICES ONCE APPROII
, ' / ' ' / / % BEGIN CLEARING
,'' DE LONGITUDE- 1901
' I% FU LY FUNCTIONA VED
1
LOCATION:
L L
1 / 1 LATITUDE 5.1436 4' GI ND 80.50 w
o',
a
I \\ �, / 1 \ , 6. MAINTENANCE OF EROSION CONTROL DEVICES WILL BE DONE AT LEAST U Q
/ 4' / % I // \ ONCE A WEEK AND AFTER EACH RAINFALL OF 0.5 INCH OR GREATER. A VI o
_____ / \ O/ / / I , \ DAILY LOG BOOK OF CONSTRUCTION ACTIVITY IS TO BE KEPT OF ALL
GRAPHIC SCALE / /,IY \\ --' MAINTENANCE IN COMPLIANCE W H THE LATEST NPDES PERMITTING
T
i
so 0 ao so ,so 2<0 '" % ' \ / / STANDARDS.
- J / �I -
% / \ A / / , 7. USE TEMPORARY AND PERMANENT SEEDING AS NECESSARY.
11 V / / 8. AFTER COMPLETION OF THE PROJECT CALL FOR A FINAL INSPECTION AND SHEET:
I IN FEET) �\ / ERMINA E GRADING PERMIT.L;
1 inch= 60 ft. \`"�__ % / -'`- \ / \
,
/
N

77
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NA r // / ENTRANCE E
♦ E
414(74
//i/ / / 7�/// ♦ y®-,l0®
// / / / - / N 7EMP SILT FENCE ON LOW p"
/ / / /�/ / n / / \ \ SIDE OF BUILDING AREA 1" l �' 011
// / DISTURBED / 4'� -- `/ .�
i+l// // / AREA LIMITS L/ �� / • \ \... a d
i/ / //'/-' t� /_— _ • VICINITY MAP ,ors o =_ �2
/ / / / 7 „ / / A \ U o U maz
560/ /% ♦�.' ROCK DAM AROUND / \ W U= e
•
�// / / /• PIPE INLET J/ \. \ \ G E
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TEMP SILT FENCE
/ALONG R/W / i /j/ /L . r �\. /o¢'.\ ��/ — \ /\ r � W
/ / .\ I TEMP SILT — —___ ___— \ • • `� ai
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//�// /�/ / / ' \_ ,� FENCE OU TLET \\ \ • T.
\ /TEMP CONSTRUCTION / /• �� \I\ ROUGH HOUSE \ \ ♦ oiy o �'
///ENTRANCE / /'� I A. PAD(TYP) \ \ �/
/ /� ' �• v / A A VAS �1//1 V .. F� CC/1 0 a
- / / i / / / .\ \ \ \ \ TEMP SILT FENCE ON LOW \. ',W \ l� y
Z\ / / / / `� \ / y N. i \ \ SIDE OF BUILDING AREA \ • p w
/ _ //�/may // \\ \\ \ ` // \\� �/ \_-: , GRAPHIC SCALE v) 3 C o
/// / /\ 7/ t, .4 "" Q GRAVEL DRIVEWAY \ • \ \ ��// I ---- y E
�� // / K -+s'� j J' f DURING HOME \ \\ \\ A� _\�DISTURBED \,\\\ '414$41• \/ \ AREALIMITS� FEET//%/ i \�®aw�=� _ - /`_______ \ \ \ \ / l inch= 30 ft. z�A
.0 /,,/,,,,// j// ��:�; /7- _ TEMP SILT FENCE \\ ii, \\ \\ �4 \\ �* V c,F of
7 at
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�/ •J , / /� ' 5 _ \\ N.\ ROUGH HOUSE \ ` �[, \\ �Y \ .. a
t1::,44
,/. j-f _ /// ♦� ____ _ - - \ \ PAD(TW) 'F a UNDISTURBED AREA \ ppa
,,I ii
/ / // / /`j I // \\ \.\ --�t TEMP SILT FENCE ON LOW . \�� \\�� \ \\\ \\\-�`_ \ -/�/. /�
/ l/ / o¢¢ TEMP SILT SIDE OF BUILDING AREA \ �___/// \ \V�
FENCE OUTLET \ .� \ - 'J� /
// // // • \ \ DISTURBED _\\\ �V /" a
//// /�/// `_7// \PA \ \\ \� �� AREA LIMITS + 54; O / 7j / • J
co 0
/ v v /
l off¢ // ROUGH HOUSE \1�11��� / \\\ y. / \�,- /\ ♦♦ 0 cc o O
/ l / \�// PAD(TYP) �Z\! / � \ / `� O♦ GL Z Z
// \ / L ___7-�p / \�. . L. \\ UNDISTURBED AREA '1 `\ `♦ w Y
/ / "C G-RIP / �� �i ! 'ram �/ O (�- oCI
l / N 510443.65 �i� AA *Si /�, ♦. v`ui
cZI
'/ / E:1550733.94 \ • \ .�� DISTURBED {�. . o
/ \ AREA LIMITS \ 7 ♦ \
/ /// i NAD 83(NSRS 2011) ♦ \\ // ='
21
ti \
X IA
/ \ \\ UNDISTURBED AREA ^O /� \N. II / �x_ ♦� i W
/� I FOR REVIEW
\ \\ I �y 4/Y� ♦♦ P ONLY
\ I /. rURPOSES
01/29/24
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N\ / B J ' / / \ SIDE OF BUILDING AREA
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** ', // SIDE OF BUILDING AREA , d , `.,
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DISTURBED /\ \ °H' \ VICINITY MAP ; ° a
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_- '� /� ENTRANCE P .c \\ TFEMP SILT \ \ \\• 1 / \ •. .,
/ \ , o Q .\ \ \ ROUGH HOUSE / \ \ DISTURBED •J� .♦ N y
�� i A \ A PAD(T1P) AREA LIMIT
S TS %�\ GRAPHIC SCALE 3 g
.Y/ • •�3-Aibt\\ // /%\ tk \ \\ 11 \ % I ( IN FEET m o N,C
TEMP SILT FENCE // R 1�� ay \. \ \\ .t_ \ \ I
/ALONG R/W ��' ��� ` "X \ \ I h\ I 1 inch= 30 ft. '7"'_p G
j( /i / ��� / \ TEMP SILT FENCE ON LOW \ \ I
/ 'as'- / \ \ \ SIDE OF BUILDING AREA \ 1 ' �H :p .
� , \ < EMPsar \ \ \�• �I yR- \ I %\\ S.
V �H y
/ -J1/ FENCE OUTLET \ \ \ . Rf 7 \\ 11 UNDISTURBED AREA 4j� \ ♦.
V.
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TEMP. STONE
DITCH CHECK
PUBLIC STREET 206
�e�;1t•D ypVFJ B— FLOW
£ — tm MIN. AAA AAA� �� E
EXISTING GROUND —III I I E�EI,1I - __ :� NOTES:
ce
L m 1 II-- 2.s on STONENRn FABRIC BALLAST ^� fvi atOtt
C0 u
USE CLASS B EROSION CONTROL STONE FOR SEDIMENT CONTROL STONE
y. EDGE OF PAVEMENT STRUCTURAL STONE. A 4S6 - 989 n
1D0 MIN. �48 8`28, A o rc. 4,Ci THE ENGINEER MAY DIRECT THE OPTION OF L.4 9 282 I N U w
G" CLASS A STONE FOR SITES HAVING LESS THAN _ -__ J NOTE Z
ft". STRUCTURAL STONE BACK ONE (1) ACRE DRAINAGE AREA AND A DITCH -�g� �' O w
r`�>r!'" •r r ram;`' )ti r : USE CLASS B EROSION CONTROL STONE N
rt j O GRADE LESS THAN 99r. 9� J9,-
f-" f- w SLOPE 9�r2.� 4B4 FOR STRUCTURAL STONE. w m
shut: USE NO. 5 OR NO. 57 STONE FOR SEDIMENT /
ry !Jest. -�•8�a:aye- USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
_r- CONTROL. PLACE SEDIMENT CONTROL STONE -82_„89�- CONTROL.
1 ISOMETRIC VIEW AS DIRECTED. STRUCTURAL STONE -
1'MIN. NATURAL GROUND
GENERAL NOTES: PLAN \ °U"
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC MAINTENANCE: t6 G
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A check cham and signs of erosion around the check r1 '� a� '5 r
PUBLIC STREET. arneacn. emove Inspect for sediment hu,dup behind " h'My ,� '°N g
2. STONE TO BE N0.5 FILTER STONEcheckdam. Dispose Shaccuovel
'�" o
accumulated sediment onsite in a manner that prevents additional
3. FILTER FABRIC SHALL BE WRAF 500 OR EQUAL. sediment. Permanent placement must also include guaranteed provisions for U C V ,n fi z S
4. ENTRANCE SHALL BE A MINIMUM OF 20'IN WIDTH OR THE WIDTH OF THE EXIT,WHICHEVER IS GREATER. CROSS SECTION sediment removal. O
VEE DITCH W °?bnU m g A
BASE OF DITCH r0-. T r.B
MAINTENANCE: NATURAL GROUND 12^ 12"MIN. 2/3 CHANNEL o °J
1'YIN. pEDIMENT WIDTH 1 MIN�. (�
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT AP 1'MIN 4, , ff%%37 12 =
ONTO PUBLIC STREETS OR EXISTING PAVEMENT.THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL III�II�II FLO.—.- .•,1%l��•1, 1 .Z.":R, =2'NIN•ut+iyi7 E iJ,. W
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. �' �� II II II II II II Eli 11 II'II II-'lI—II—II
2. ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. PTIONAL TYPE B O
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.WHEN SILT BASIN i I 1 SECTION B-B w
WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN CROSS SECTION SECTION A-A
APPROVED SEDIMENT BASIN. TRAPEZOIDAL DITCH
ELEVATION VIEW
STABILIZED CONSTRUCTION ENTRANCE C/1 , 0,
NOT TO SCALE TEMPORARY ROCK CHECK DAM TEMPORARY ROCK CHECK DAM eN ''
NOT TO SCALE NOT TO SCALE 3 G 5
GENERAL NOTF`, STEEL POST E cd o U
1.FENCE FABRIC SHALL BE A MINIMUM OF 24"ABOVE GROUND SURFACE AND U t❑y
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 6'STAY SPACING. FILTER FABRIC O LT, ,
2.FILTER FABRIC SHALL BE WRAF!100 FABRIC OR EQUIVALENT. WIRE FENCE
3.BURLAP CANNOT BE USED WHERE SILT FENCE IS TO REMAIN — FILL SLOPE
FORA PERIOD OF MORE THAN 30 DAYS. " El O N a
F'z 4 S
4.SSTEEL POSTS ELF-FASTENER STEEL TYPEEIGHT AND BE OF THE Ia GENTLE SLOPES STEEP SLOPES L o p
5.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN I - EXISTING GROUND TEMPORARY SEEDING FOR WARM AND COOL SEASON
GRADING IS ADJACENT TO STREAMS OR WETLANDS. THE COLOR / y8"MIN 100 Ibs/acre tall fescue .(�.R...)t� Iti F-' 4
ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF SEEDING 30 Ibs/acre Sericea lespedeza ° 5V OR ^ 7
ENVIRONMENTALLY SENSITIVE AREAS. MIXTURE 80 Ibs/acre of tall fesue (unscarified after August 15) v •o
6.D0 NOT INSTALL SEDIMENT FENCE ACROSS STREAMS,DITCHES, F^'1 ANCHOR SKIRT A MINIMUM OF 8•'COMPACTED SOIL EARLY SUMMER SEASON STEEP SLOPES v cI
WATERWAYS,OR OTHER AREAS OF CONCENTRATED FLOW. 6 10 Ibs/acre Kobe lespedeza 5
7.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT IN c •/e.�-1� IIIOF FENCE FOR SLOPES LESS THAN 27. FALL:August 25 - October FALL: August 25 - October 15 8 (Z I
SEEDING 40 Ibs/acre of German millet 120 Ibs/acre Rye (grain) Late winter:February 15 - April 15 Late winter:February 15 - April 15
MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue SEEDING To extend spring seeding into June, add To extend spring seeding into June, odd z
VARIABLE AS DIRECTED BY ENGINEER(8'MAX) DATES 15 Ibs/acre hulled Bermudagras5 15 Ibs/acre hulled Bermudagross Q
,1., PLASTIC OR WIRE TIES May 1 — August 15 October 25 — December 30 Over seeding of Kobe lespedeza over fall-seeded Over seeding of Kobe lespedeza over fall-seeded
EIPra M tall fescue is very effective. tall fescue is very effective. d
M•M.N.Wal WA NMI
MIN.10 GA.LINE M•1••e.OWIIIIMMMMMMMM�MMMMMEMDM',:SI4A M. MIN.14 GA.STEEL
WIRES. SEE MMs�©'tA-rM�M�M�Wcaesa Mom, INTERMEDIATE WIRES SEEDING Refertilize ifgrowth is not full adequate. Between December 30 — February 15, SEEDINGApply perApply per 13 O��re�sr® �sei.•�aaYwMrnY� Me, Y 9 Y lime and fertilizer soil tests, or 4000 lime and fertilizer soil tests, or 4000
NOTE NO.17 MMEMPilfdOW YfiAZ"J.EiV] YI/AMiedNiMiS �MM WITH A MAX.MESH add 50 IbS acre of annual Kobe lespedeza.
DETAIL 03.16.01 mmE.m�1FI4m w`41wmI F1 m:4P 4NamreM=. SPACING OF 6 IN. DATES / p AMENDMENTS IbS/acre limestone and 1000 Ib5/acre 10-10-10 Ib5/acre limestone and 1000 IbS/acre 10-10-10 C_ ce
MMESTS=MBAS M� 4'�i'a��Me'rmPMB.MM'= M" fertilizer. fertilizer.
MM rssPM!:aari�aiYWPMXMM MM Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent p
:mY�Y�Y�Y�Y�Y�M�r� Y MiTMO AMNI ARM.
....M�M�M�M�MMMM�M�M�M�M�. 1= hydroseeding. hydroseeding. W tB Z
� � NOTE 1 0 73 U O
_v � �x — x �- i-x. SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 0t
lbs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ground Cover--Protective cover m n
must be established o all disturbed areas within 14 calendar days after 0 �'
bi
AMENDMENTSland disturbing activity is completed or has temporarily ceased. 0 1=1
fertilizer. fertilizer. Ce
MAINTENANCE: NOTE 2
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS tU
IMMEDIATELY. Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 7 calendar days after L.L�,
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,DECOMPOSE, OR BECOME INEFFECTIVE,REPLACE IT a phase of grading is completed or has temporarily ceased. C
PROMPTLY. % rj -0
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO 0
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. v O U N
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND Lj C
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 0Y
SEEDING SCHEDULE .4 CZ
(SEASONAL) z
SILT FENCE INSTALLATION SEEDING SCHEDULE 0
NOT TO SCALE
Ln
0
1
LU
SEEDING PREPARATION — R,N. — I`*' E
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED I AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES. !MIII !! y111 NPDESSarm refer DiaGre Oe Permit tor CeneacionAAilies(NCG01) NCCENR/Orwsweawer 0,0000
Ir®€!€€€€€€€€€€€€€€€€€�II€IIIII€IIIIIi:I€I€€€€€€€€€€€€€€ €€sR O Ft /
1:::::::::::::::::::::::::::::::. I:::::::::::::::::::::::::::::al:::: -r i llc �l
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS, 'sl :::::::::::::::::::::.: ::::ul:::::iniii::::::::::: II
ialiiiiiiAlliiiiiiiiiiiiiii:::::�:::::
THAN INCHES IN DIAMETER, STICKS OR OTHER DEBRIS.
,,,,; NEW STABILIZATION TIMEFRAMES FOR REVIEW
LARGER 2 C ES D E C
II0Romm in• (Effective Aug.3,2011) PURPOSES ONLY
EMME > .. r4MOY
'.® SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEVNONS C .M
SEEDING
FRONT VIEW
80 #/ AC. TALL FESCUE
Iu O .s Perimeter dikes wales,ditches slopes 7 days None
4000 #/ AC AGRICULTURAL LIME STEEL ENCEPUn lL °`°"'"TR""
1000 #/ AC 10-10-10 FERTILIZER WIREGROUND
T° b
500 #/ AC 0 20 0 SUPERPHOSPHATEHARDWARE°°r,, 03 03
1 1/2 TN/ AC STRAW MULCH High Quality Water(HOW)Zones 7days None w
225 GAL/ AC ASPHALT TIE—DOWN ILT."4.E •4,1 z a Y a
30 #/AC RYE GRAIN (NOVEMBER THROUGH FEBRUARY) "'j ¢ w —I
WORK LIME AND FERTILIZER INTO SOIL "�` °" n°U"° \ Slopes steeper than 3:1 7days If slopes are 10'or less in length and are I
s�� .:>Y I not Steeper than 2:1,14 days are allowed. CI U
��J}�� 4. MAINTENANCE
....:.i:Ru t.lz:g is I 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
NOTE: soar wee FENCE AM HARDWARE CLOTH/I\\` Slopes 3:1 or flatter 14 days 7 days for slopes greater than 60'in length.
IN AREAS THAT WILL NOT BE WELL II ""a`N""""`" cv
MAINTAINED, ALSO ADD 50#/ AC UNSCARIFIED u is
SERICEA LESPEDEZA (AUGUST THROUGH SECTION VIEW N N
All other areas with slopes Natter than 4:1 14 days None,except for perimetersne and HQW Zos. .....,
�
NOVEMBER) OR 40 #/ AC SCARIFIED SERICEA Z
LESPEDEZA (DECEMBER — JULY). J
Q
0
SEEDING REQUIREMENTS STANDARD SILT FENCE OUTLET STABILIZATION SCHEDULE
FOR EROSION CONTROL SHEET:
NOT TO SCALE NOT TO SCALE
D-1