HomeMy WebLinkAbout6- 13675 Freemanville Erosion Plan3. EROSION & SEDIMENT CONTROL LEGEN D
SEE
ESPC DETAIL SHEETS FOR ALL EROSION,
SEDIMENT & POLLUTION CONTROL MEASURES DETAILS
DETAIL_
LABEL
DEFINITION SYMBOL
SHEET
C(�-S
STONE CHECK DAM
C 510
WITH FLOC LOG
Co -
CONSTRUCTION EXIT
C 510
pj
- DIVERSION CHANNEL �cn--V-
C 510
L �� -
LIMITS OF DISTURBANCE
N/A
-
TYPE "C" FILTER FABRIC
WIRE BACKED SILT FENCE �k
_�X`
C 510
d�-
MINIMUM 36" FABRIC HEIGHT
C 510
-
FILTER SOCK OR TRIANGLE SILK DIKE
WHERE NEEDED ON PAVEMENT
-
Sd2-F
a
- FILTER FABRIC AND FRAME
C 510
Sd2-P
- CURB INLET
C 510
PROTECTION
C510
Sd4-C
- SEDIMENT TRAP WITH ROCK OULET
C 515
St
-- STORM DRAIN OUTLET PROTECTION
C 514
Tr
- �l
TREE .PROTECTION FENCE k
C 522
X
X
- TEMPORARY MULCHING ON ALL
D s 1
DISTURBED AREAS DURING
C 511
CONSTRUCTION (TYP.)
- TEMPORARY HYDROSEED GRASSING ON ALL
D S 2
DISTURBED AREAS DURING
C 511
CONSTRUCTION (TYP.)
- PERMANENT HYDROSEED GRASSING ON ALL
C 512
D S
DISTURBED AREAS NOT PAVED (TYP.)
D S L�
- PERMANENT SODDING (BERMUDA)
C 513
D U
- DUST CONTROL
C 513
ON ALL DISTURBED AREAS (TYP.)
F�I - C O - FLOCCULANTS &COAGULANTS
C 513
-
SLOPE STABILIZATION
C 514
S S
EROSION CONTROL MATTING & BLANKETS
ON ALL SLOPES 4H:1V OR STEEPER
- TACKIFIERS
Tac
MIXED WITH HYDR05EEDING ON
C 514
ALL DISTURBED AREAS (TYP.)
FINAL PHASE EROSION
CONTROL SEQUENCING NOTES
1. REMOVE Sd2-F AND REPLACE WITH Sd2-P AS
PAVEMENT INSTALLATION PROGRESSES.
2. STABILIZE SITE WITH REPLACEMENT TREES, MULCH
AND PERMANENT GRASS COVER.
3. ONCE PERMANENT STABILIZATION IS ESTABLISHED,
REMOVE PERIMETER SILT FENCE, RETROFITTING
AND INLET SEDIMENT TRAPS.
4. STABILIZE ANY AREAS DISTURBED BY REMOVING
TEMPORARY EROSION CONTROL MEASURES
5. FILE THE NOTICE OF TERMINATION (N.O.T.) OF
THE NPDES PERMIT.
THIS SHEET IS FOR EROSION, SEDIMENT &
POLLUTION CONTROL PURPOSES ONLY.
L.L. !.1. �y
a �886•
I USE ANIONIC POLYACRYLAIl11DE I /�
(PAM) AND/OR MULCTI TO - I / [tF
STABILIZE LEFT DISTURBED FOR 7 -�I •CAROLMOORE€OGGS
MORE THAN (7) CALENDAR DAYS o1 D°.2s�2zpO.z�S
IN ACCORDANCE WITH PART III. a �•
D.1. OF THE NPDES PERMIT < /
I€
f<'E. `', I (IMPAIRED STREAM SEGMENT ,, I v/
I . I /BMP 3 OF 4) (TYP.) ... ." ... .
1
N 8 °42 55 ,..
14. 2 1'
.
FND
�..�
.�
_
G.14 ICE
�,
... tt F !? APPLY THE APPROPRIATE GEORGIA ;I - _ - ' /tl _ � �®
- DEPARTMENT OF TRANSPORTATION -•- ;---•-'-'-'- - - - -/I
APPROVED EROSION CONTROL _ ._, :_�� � N,
EROSION CONTROL MEASURES AND PRACTICES WASHOUT OF THE CONCRETE DRUM AT THE MATTING oR BLANKETS OR BONDED - _ _ _ _ _ _ _ _ _ _ _ _ _r_ I /• -r r`' �°
PRIOR TO LAND -DISTURBING ACTIVITIES. CONSTRUCTION SITE IS PROHIBITED \`',, FIBER MATRIX TO ALL SLOPES f. -- /' I , , /
f
y STEEPER THAN 3: 1. ALL GRAPHICAL - -' - I ; '"- I ' e ■ f' �
,.. i F': < ,a ', t r i '^ E ;t ' f' ii 4. kt =i 5..� s 5 -.- -.- -.-. -.�. t:,w„F'._ `.-.-.__.-._ _ '.>,,y , ,r f`f °c
R f'
y d
j. r' r # ••,\ _� � :NPDES SAMPLE POINT #1 � � � `•, ILLUSTRATIONS MUST BE INCLUDED - - _'-. _, d•-' �-
# t h. ,,# ! '.r \ ��" ON THE PLAN IMPAIRED JTREAM - - - �.t =; SOIL fl'PE SERIES A€�D
I
f \ r3 AT STR I G A BRIDGE
EAM CROSS N T b
3 ! r C
,
e.
v' ' BOUNDARY LINEa. SEE HART
, e
4
w ■. a � r I ,. r` o ; z / F f',. i' . } r'. ; � \ 4) rN C133 FOR DI TAILS.
SEG ENT BMP 4 F
r
f ; 3 ,, 3 ., ,.. r -- - t, i, s v _.. - ,.f"'. - if r
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, ,,
3¢ °
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,t`F... m r /' ,.,\ s-'�G,,,,•,,,,, 3 ; �S e` 3 t y - `� ; \.i_i i `kii �," �R �'�• • - e • •r" aI i_'i ;'�
, I,
r .... f f / r >l r / l ' t; „ � ; .�.� PROTECTIt}, !
■ f wl i -1r ♦ DEEP @� MIN. 1.0% FsENCE (TYP.)
.�' � 2 FT. WIDE X 0.5 FT.
-' / ,/:,. ', . '; �' �i�r. �,� TO DIVERT A TO INLET
1 _ F ! // CONTRACTOR SHALL INSTALL t k; <.'s '' --x-- , �i � .,-.
,` k r
i
EA ,`
,
SLOPE R
».,
t r
i // I' - f' PLYWOOD BAFFLES IN i ii , �\ i 4` , ' , r W. _..0 _:-
1
;�
k --- % , .. f.. \r,: I )' •/� ti �x `<� f, 'i m , , �Y�+ _ I , W.. ��a 'WSJ .
x ,
, / e - � TEMPORARY SEDIMENT BASINS', k �\�; ' �� �� /., f
E
f � '
Y 1 . f \� j ?\ �, Du „ �I� w
i / TO DOUBLE THE FLOWPATH ` f
k ,
i ».. r I Clp ..
a ,. , S €,\
w 4{ / PA RED STREAM # t°
t f ,, LENGTH (IM I ..{' ; z`<- cY :,
�\ i • m /f
I
# : � ■ I I f � SEGMENT BMP 2 OF 4 \ , # € , � % ,w \:, s2 r- I I
\ ) } b ` + PROVIDE THESE BMWS--0N-ALL" "" - _ __
E I i i€ t a k E z, oISTUReED PBFs CrYP) ,. r` �� 3 /`
:
-� /
` 'I t r S i- f w. w� PROVIDE S6 ON SLOraES
\ SS ♦ k ♦ r
i � l t, �i ,`" :1 OR STEEPER (IYP.) I w
i i \
s
I: � a r
,
D51 r
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\ f,
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„
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4 E ,
M
„
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I, @ ESE ®LAP S oN ALL'
\+ !
€ 2§ DISTURBED AREAS (TYP} , }:- / ,+ a
I 1, \ f" `
W I ��
n:
PROVIDE Be ON SLOPES �. ♦ f s C
\' i'':
dO 1 RETE WA sH
r \ '�
STEEPER TYP. - ' , *-
a 4:1 OR _ `� s
} ( } ,
Cd S
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' �I�dRETE DRUM :
\ \. - � Sd4 C '. /Q � , ' �',
r `,
\ :. 1} ` . f.. , � k i : ' ` \E, \.. +c` / H� CONSTRUCTIOP
r } , <. I € . , t \ T
f i _.: SEDIMENT TRAP WITH +. :.:.. \ .'. x , + <, SI
\ Ill TE IS PROHIBITEE
..,,:....
k._ , i
r\ ,
r , ; .E ROCK OUTLET ° �► ; \ 3'1
ff��
F
,
i , ; _ CONS RUCTION EXII
\
-' 0 6 AC ®67 CY AC , J` `` '
"
41 ,�
_. `< # ; ' # , , '' ; CY STORAGE REQ'D \ �. * _� » " I GPs COORDINATES
€ : ' 105 CY PROPOSED n � , I � � � .11
E /-�
,
. i E O .`c; ,-�'69.32611'
, '
.....», t ` .,
r ,
,f
\
/ T DEEP MIN. 1.0 \ `., ® Q.
\ _.. ," 2 FT. WIDE X 0.5 F . O o'
t € � ' �: SLOPE TO DIVERT AREA TO INLET - , x.:,x , � , 1 �
W \'
/ \ ` \
a
�'-
a
\ ` a "i _. _ NIF
i '3 1 ;y +-E ',- 'i :,,',,, t °, 'z ,,,, �'�'c�. ..\\, �� , � \ ` - ,' THE CAROL & GI_ORE
} / 4
-FOE MENDERS \ \ ` 0 : `,::. I' ;": , ■ r I
ALONG P,C�OPERTY ' 9J \ � I r r
I
r
MyRRlS F.i� TRJST
's , -I
\ Sd1-S _ \\\
DB. �6235 PG. 31
, ,
!�
m\� I \ i '. ' i \ r DOUBLE ROW WIRE BACKED SILT FENCE. .•Pa %»... / , .
Y s G� > 1 ,t S\ / It
�` � ULCH BERM A\ o
a WITH M ' y
■ o ,; w *,.
.
f
a
G
_
f. I\
t,. .
■ \
# fi \. N!F
P �°
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». ` € ," a Sd4-�
",a- ;"' \ ; ` FREEMANVILLE LIFEHOPE HOUSE, LLC , ` v� //! I '
3 \; \ . D6. 57095 PG, 117
-, l it y �� ` / ` �_ _� SEDIP.4Ei1T tRAI� UUl3i1
` , " . x ' ; PARCEL 1D #r 22 429008850161 , f`
\ I RO(;K OU i1 ET
. �i PARCEL SHOWN FOR APPROXIMATE d''
f
' , /' ♦ f E.
f
„ � .-
S s. �,`.' .., .,
a 'r
NLY PER FULT
LOATION 0 ON COUNTY GIB. ;• ,
_ (3.>30 AC 5 d CY AC
. \ /
.,ti
NO PROPERTY DESCRIPTION FOUND.
€ f
/ 54 CY STO
-\ 3 Sd4 C i � cY R P�s10
� t ; . ` , v e
l
"
i �
,
Y \ \ _ .
' SEDIMENT TRAP WITH -
Fy
_ ROCK OUTLET °�`► -4 S{)1 S
`4 ` E k / 6 I
Y •+!
I \ .� ».»:...»
4N,
r; +
0. A 67 CY AC
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<®..
, r
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`k 5 ERE D r
� 4 4 CY STORAG Q i'
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66 CY PROPOSED ® \'" ( ,"
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, 4,
\ 2 FT. WIDE X 0.5 FT. DEEP ® MIN. 1.0% \: +
`'a / nl \/
A-483.51 A
'�
1 � SLOPE TO DIVERT AREA TO INLET �_. ( ,
'<
,. ' '
4 W '1� \ F ` . DOUBLE ROW WIRE BACKED 51LT FENCE. a ®•: .- -f'�A 1 I >:. ; .
N 25 30 0 WITH MUL "
�.
i 4 \ 1\ CH BERM , \,, - +y ,.••• --, � a`r ._ a=a=:�� _ R
�� , - ..
'" , ` 5 ( ,
3. k \ r�4
T"
1\ gg!!
I;ENCFIMARK ® ;,% i � `, - � I\ k ® _ ` ., \ r _ . ... I *+2
ELEV:555.32. 9 ; % \ I CONTRACTOR SHALL INSTALL Sd4 C 1 \ r _l I ys,
f(NAVD88)) t 4 \ t f PLYWOOD BAFFLES IN St-� 100 YR. VEt.- 5.35€ F�S �• -
(30LT AT CIP OF I I, F:. SEDIMENT TRAP WITH ---
\ - a f . »'r< � I� '� p :r �FEINCE CROssEs
,\ % \ ', � TEMPORARY SEDIMENT BASINS I \ Iw__•� -- _ ` � aRcPE�TY L Ii�E
ARROWHEAD � .., ':: e, ROCK OUTLET "x ' _ 7_ . 9
♦ I 1,\ TO DOUBLE THE FLOWPATH 0.80 AC ®67 CY/AC `. / _ _� ",.
♦;. l::: , e cn\ � 54 CY STORAGE REO'D /■ 7w _s- -r I ." , '€
;.. 1� 1 ,, k, LENGTH (IMPAIRED STREAM I w� I Ss
/, ®o. Y :, s: ,° 61 CY PROP05ED ,, 'I f_" -�-� _.._ ! t __';�.. _ Dll
,` ♦ 1� 411, SEGMENT BMP 2 OF \ , .I. }
1
i �,
e - _
# ,�, ;.:- _ �� D2 Tac
\ NA 4) I I
�', O1 �G I 1' 1 ® f _- I i ,,4` PROVIDE THEE B}AP'S CN ALL
{-
NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED
WITHIN THE 25 OR 50 FOOT UNDISTURBED STREAM
BUFFERS AS MEASURED FROM THE POINT OF WRESTED
VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY
VARIANCE AND PERMITS.
AMENDMENTS/REVISIONS TO THE ES&PC PLAN
WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH
A HYDRAULIC COMPONENT MUST BE CERTIFIED BY
THE DESIGN PROFESSIONAL AND MUST BE
APPROVED BY THE ATHENS-CLARKE COUNTY
TRANSPORTATION & PUBLIC WORKS DEPARTMENT.
WASTE MATERIALS SHALL NOT BE DISCHARGED
TO WATERS OF THE STATE, EXCEPT AS
AUTHORIZED BY A SECTION 404 PERMIT
THE ESCAPE OF SEDIMENT FROM THE SITE
SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION CONTROL MEASURES WILL BE
MAINTAINED AT ALL TIMES. IF FULL IMPLEMENT-
TATION OF APPROVED PLANS DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION & SEDIMENT CONTROL
MEASURES SHALL BE IMPLEMENTED TO
CONTROL OR TREAT THE SEDIMENT SOURCE.
:ONTRACTOR SHALL REFERENCE THE LATEST EDITION OF
'HE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
'EORGIA" FOR THE CONSTRUCTION, MAINTENANCE AND
IISPOSAL OF EROSION & SEDIMENT CONTROL MEASURES.
REFER TO ESPC GENERAL NOTES 8c LEGEND FOR
NOTES CHECKLISTS AND CERTIFICATES. REFER TO
PHASED ESPC PLANS AND CONSTRUCTION DETAILS
FOR ESPC CONTROLS THROUGHOUT CONSTRUCTION
ANY DISTURBED AREA LEFT EXPOSED FOR A
PERIOD GREATER THAN 7 DAYS SHALL BE
STABILIZED WITH MULCH OR TEMPORARY SEEDING
i _ -
` \�� y �� �' / f _ �d `4 �a I i� ati D,5T1i^sF3E� @REAS �Ti'}
Ntfi r a - 4
/F r 4 i A / 0 t��,_ _ .`� ;k PRC1iUE 5: CH StOF S
,1Jm 4 05 n� ar / ? - -1 ,a � 4:1 GR STS�ER (TYvp.)
1 } ` G'' [n 0 w �_� 1 r hr
y m
1 a r, �`', \s n -� x f d i :d ! it
{ ��
y `\; r T 1 `k \� 1 �' r fr �' I r 1 1=f r r
r ', i �` t -ri I I `':5 s;. - ®® ,r:., a saw .,. ._ ,.._ ............ .,. ,... r
s ; \m \ \ r ..- , ®.., ». ,,. I I i rr f i 1,°?
♦ 1 `i\'i i '? � , ...P'P d `/ pia. -"°' i 1 1 r r f % s
1
_�
'F
,:I x r"a r r
,,,::
....::.<:. r r r
,'.: 3. i I i .. ,
♦ ;'
�,
1 r r :�, "r r fr rr€r r
< d r:
,
, f ,. " 1
:..,,, �, f :., : r rr
„ , - : ,F .., e
M �
r
1 f �r�
\,. w r r
:%: "'"
.k � .,;1 ""I � ::... •-', `7Y -•»._ .,, 0 .v �'f`1 y„,x" r 1 :1 r
CONTRACTOR SHALL PROVIDE A LARGE 1 ,.'
E :.f�'.. ". lei rrfr
{ r f(=
♦ r.: 1 r ! d t t
. < a»
w
d!
j
::.: 4..
., ! :!r trf
i , rr
, :,!,r 1 f
51GN MINIMUM 4 FT x 8FT MUST BE ON . R-- :: ,r , f r r>
( ) ,_ \ r Ir r r r
:: `
, rr rr
ATE OF .»,....... W..... `
THE SITE ON THE ACTUAL START D ,:'. f }r r r r
,........... �,, . , ®.:. ",..,:,,, s Lou 1- d is r r
MPERV g
h :, ti\ (SA S f`` r.; 1 r r r r, t r s`
CONSTRUCTION VISIBLE FROM A PUBLIC SETBACK �Y f r r r
i -
A�
f f r" d
»',::.
i� 3.
r
W _v
P
I , I ® ,, r '•• w:.. DOABLE ROW WIRE BALKED f r f i t f r 1 1 r ® Ni
ROADWAY IDENTIFYING THE CONSTRUCTION. i I ,::.. »_ o - »:" W .:: !{ 1 d , r r r < �'
°� C MULCH B Vie" r r 1 r r o CARE A. MO.d1iIS
».
�. 7
` "�° . �- " , SILT FEN Eo 1k1TH r r f i f,
.,
♦ :rr
SITE THE PERMITTEE 5 THE CONTACT 'I» \I « 50 ciTvsTREAMBUFFER ,
ELE wLIfVE ¢ ,'1 f o
"'
� � �� 0 d; t Ft, , • , r f 1,<r w t
PERSONS UNTIL A N.O.T. HAS BEENNCRoacHE� \ d ,a �:'L.
IT ED. AL COUNTY RULES FOR : I ® f S° ; - ",; 25FT SIDE�BUILDING Y - - � - - - r-i r �$� �
SUBM T L o /- I i• \ I-11 �� 0� - � - i• - - •�• - `<SETBACK L]LINE } � j f ( r
iV00 23"E I /'' r . ;` -r- 6f L.L�
PERMITTING MUST BE FOLLOWED. (IMPAIRED �� , `'I ,/ 3 \ , 7 / x r k'i
10.00 11 •\ f : , �STOR WATER DRA S e SSA I
STREAM SEGMENT BMP 1 OF 4)
PROJECT DA T A
OWNER AND SCOTT HONAN .
PRIMARY PERMITTEE 13675 FREEMANVILLE ROADD .
MILTON, GEORGIA 30004
CIVIL SITE ENGINEER: CORNERSTONE SITE
CONSfULTANTS, LLC
2985 GORDY PKWY, SUITE 119
MARIETTA, GA 30066
ANDRFW M, HALLORAN, P.E.,
PH: 770---450---01 S2
SITE ADDRESS: . 13675 FREEMANVILLE ROAD
MIL TON, GA 30004
. TAX PARCEL # 22 429008850161
22 42sa0���ir
SITE AREA: 11.57 ACRES
DISTURBED SITE AREA: 3..0 ACRES
i
I EXISTING SITE USE: SINGLE FAMILY HOME
! PROPOSED PROJECT: CONSTRUCT NEl SINGLE FAMILY
HOME, DETACHED GARAGE AND
TENNIS COURT .
SITE .BONING. AG1
IMPERVIOUS AREA: TOTAL = 45,600 SF or 1.10 AC.
THEW HOME, GARAGE & TENNIS COURT: 0.7/ AC.
EXISTING DRIVE & BARN: 0.33 AC.
SEE D ETA.I L SH EETS FOR
AL.L CUN' STR U CTI ON DETAILS
EXISTING INFORMAT O ISCL AIM R
EXISTING INFORMA rION MAY NOT BE SHOWN ON ALL DRAWINGS
IN ORDER TO BETTER ILLUSTRATE 'THE PROPOSED CONSTRUCTION
INFORMATION. PLEASE REFER TO THE EXISTING CONDITIONS
t-'
PDANS AS NECESSARY WHEN REVIEWING THE DRAWINGS.
24 HOUR EMERGENCY CONTACT°
BARE PENNY a ��- 207- 9 6
L..! Ld
] ._D t .��
. II
Www.Geor ia811.co
N
5 BUSINESS JAYS PRIOR TO CONSTRUCTION
CONTAC f GEORGIA B11 UTILII Y PROTECTION CENTER
UTILITY DISCLAIMER
ALL_. KNO>rYN UTILITIES HAVE BEEN SHOWN BASED ON THE
BEST INFORMATION AVAIL ABLE TO THE OWNER. AL L
Ka'�<'-O��iN UTILITIES HAVE BEEN SHOWN SCHEMATICALL Y
ON THE PLANS AND MAY NOT BE SHOWN ACCURATELY
HORIZONTALLY OR VERTICALLY• UTILITIES MAY EXIST
,
WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES HAVING UTILITIES WITHIN OR ADJACENT TO
THE WORK AREA. THE CONTRACTOR SHALL HAVE THE
UTILITIES FIELD LOCATED AND COORDINATE WITH UTILITY
COMPANIES TO HAVE THEM RELOCATED EITHER
VERTICALLY OR HORIZONTALLY 'iVIiEN NECESSARY FOR
,�R01'OSED CONSTRUCTION OR ADAPTED FOR PROPOSEDD
CONNECTIONS. CONTRACTOR SHALL CALL THE UTILITIES
PROTECTION CENTER (UPC) AT LEAST 72 HOURS
(THREE BUSINESS DAYS) PRIOR TO CONSTRUCTION,
SEE HEFT -D00 � OR GEI ERAL
NOTES AND DRAWING LEGEND
`, 1° CTP • _ 3 " N E�ICE �GF��I HES 1..-®-,-,�
F TH15A _
t�F Si IN R A f� r
/'� , i
f , / FN ` \ ■ / / \ I W ,.t, �, .. APPROX. L.L.
`x�:_ 1.11",
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APPROX. L.L.L. f' _ ,�
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';3 E° r � � � E 96530.F6
N.1496587.30 I , : :� ( „�......... . ....::. .::: .:....:..»..........',, . ::, # ..,,,,,,_ ...-...#........,,, , ...... `-. ....�. ,,,, - ,..... ... 418 0
r 9 2 48 �
E:, 24 815,95 f ;
♦ 25' STATE STREAM BUFFER
' .. NPOES SAMPLE POINT #2
I j' I AT STREAM AT ENTRANCE TO CIJ�°ART
I % I a BRENTA. HERVEY, ET. UX.
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