HomeMy WebLinkAbout5- 13675 Freemanville Erosion Plan2:
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EROSION & SEDIMENT CONTROL LEGEND
SEE ESPC DETAIL SHEETS FOR ALL EROSION,
SEDIMENT & POLLUTION CONTROL MEASURES DETAILS
DETAIL
LABEL DEFINITION SYMBOL SHEET
Cd-S STONE CHECK DAM C 510
WITH FLOC LOG
C() -CONSTRUCTION EXIT C 510
DI - DIVERSION CHANNEL ¢cn- -Q- C 510
LOD - LIMITS OF DISTURBANCE ® � � N/A
-- TYPE "C" FILTER FABRIC
WIRE BACKED SILT FENCE k��k--
d�- MINIMUM 36" FABRIC HEIGHT .
- FILTER SOCK OR TRIANGLE SILK DIKE
WHERE NEEDED ON PAVE
MENT
Sd2-F - FILTER FABRIC AND FRAME
Sd2-P - CURB INLET
PROTECTION
H ROCK OULET
cad ,1 � SEDIMENT TRAP WIT
- TI ON
S� STORM DRAIN
OUTLET PROTEC
Tr - TREE PROTECTION FENCE °`"kk__,
k
a tg'
`7
-
TEMPORARY MULCHING ON ALL
D s 1
DISTURBED AREAS DURING
CONSTRUCTION (TYP.)
-
TEMPORARY HYDROSEED GRASSING ON ALL
D s 2
DISTURBED AREAS DURING
CONSTRUCTION (TYP.)
-
PERMANENT HYDRO SEED GRASSIN G ON ALL
D
DISTURBED AREAS NOT PAVED (TYP.)
D 4 -
PERMANENT SODDING (BERMUDA)
D -
DUST CONTROL
ON ALL DISTURBED AREAS (TYP.)
FI _ CO
- FL OCCULANTS �c COAGULANTS
- SLOPE STABILIZATION
S S
EROSION CONTROL MATTING & BLANKETS
ON ALL SLOPES 4H:1V OR STEEPER
-
TACKIFIERS
Ta C
MIXED WITH HYDROSEEDING ON
ALL DISTURBED AREAS (TYP.)
INTERMEDIATE PHASE ESPC
SEQUENCING NOTES
1. INSTALL DIVERSION SWALES TO ENSURE
DISTURBED AREAS DRAIN TO DETENTION POND
WITH FLOATING SURFACE SKIMMER
2. PROCEED WITH CLEARING AND SITE DEMOLITION
FOR THE PROJECT.
3. ADJUST SILT FENCE LOCATION AS NECESSARY
FOR GRADING AND UTILITY CONSTRUCTION, BUT
ENSURE THAT SILT FENCE TO TRIANGULAR SILT
DIKE IS IN PLACE AT LEAST 24 HOURS PRIOR
TO ANY WEATHER EVENT.
4. BEGIN GRADING AND STORM SEWER
CONSTRUCTION AND INSTALL INLET SEDIMENT TRAPS
(Sd2-F) AS INLETS ARE INSTALLED AND STORM
DRAIN OUTLET PROTECTION (St) AS OUTLET
HEADWALLS ARE INSTALLED.
5. ONCE BUILDING PAD IS GRADED AND TESTED,
BEGIN BUILDING CONSTRUCTION.
6. PROVIDE TEMPORARY STABILIZATION IN AREAS
LEFT UNTOUCHED FOR MORE THAN 7 DAYS
C 510
C 510
C 510
C 510
C510
C 515
C 514
C 522
C 511
C 511
C 512
THIS SHEET IS FOR EROSION, SEDIMENT &
POLLUTION CONTROL PURPOSES ONLY.
EROSION CONTROL MEASURES WILL BE
MAINTAINED AT ALL TIMES. IF FULL IMPLEMENT-
TATION OF APPROVED PLANS DOES NOT
NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED PROVIDE FOR EFFECTIVE EROSION CONTROL, .
WITHIN THE 25 OR 50 FOOT UNDISTURBED STREAM ADDITIONAL EROSION & SEDIMENT CONTROL
BUFFERS AS MEASURED FROM THE POINT OF WRESTED MEASURES SHALL BE IMPLEMENTED TO �_ �,
VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY CONTROL OR TREAT THE SEDIMENT SOURCE.
VARIANCE AND PERMITS. L L L L �'
ass � aas �.
CONTRACTOR SHALL REFERENCE THE LATEST EDITION OF 1 USE ANIONIC POLYACRYLAMIDE
AMENDMENTS/REVISIONS TO THE ES&PC PLAN THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN 1
�� (PAM) AND/OR MULCH TO � �'
WHICH HAVE A SIGNIFICANT EFFECT ON BMP S WITH GEORGIA FOR THE CONSTRUCTION, MAINTENANCE AND 1I STABILIZE LEFT DISTURBED FOR -'I 'CAROL ���P�EU�s'
A HYDRAULIC COMPONENT MUST BE CERTIFIED BY DISPOSAL OF EROSION & SEDIMENT CONTROL MEASURES. MORE THAN (7) CALENDAR DAYS � J1 � .2aazzPG.znS
Y, �+
THE DESIGN PROFESSIONAL AND MUST BE REFER TO ESPC GENERAL NOTES &LEGEND FOR IN ACCORDANCE WITH PART III. a !9
APPROVED BY THE ATHENS-CLARKE COUNTY TO I D.1. OF THE NPDES PERMIT .
NOTES CHECKLISTS AND CERTIFICATES. REFER IMPAIRED STREAM SEGMENT E , �
TRANSPORTATION 8c PUBLIC WORKS DEPARTMENT. PHASED ESPC PLANS AND CONSTRUCTION DETAILS `1 v ( BMP 3 OF 4) (TYP.) ", ``~•`, __= ::,'
LL NOT BE DISCHARGED FOR ESPC CONTROLS THROUGHOUT CONSTRUCTION. I __- FIND
WASTE MATERIALS SHA 5 3-�-- �1
TATE EXCEPT AS - - - - .,_�- -.- ::::.., ": , �_,, 0. 4' NE
TO WATERS OF TH E S f - � 1" °P �,
ANY DISTURBED AREA LEFT EXPOSED FOR A
AUTHORIZED BY A SECTION 404 PERMIT k`. € `' 1i� In
�: 3�. \
PERIOD GREATER THAN 7 DAYS SHALL BE ; 11 "RB � € �,
THE ESCAPE OF SEDIMENT FROM THE SITE STABILIZED WITH MULCH OR TEMPORARY SEEDING."- FN APPLY THE APPROPRIATE GEORGIA-°--__i ��
��
VENTED BY THE INSTALLATION OF DEPARTMENT of TRANSPORTATION --- `-, -'=l. ,f
SHALL BE PRE ® APPROVED EROSION CONTROL _.,._._._._._._._.�:� I ,
1 "
EROSION CONTROL MEASURES AND PRACTICES WASHOUT OF THE CONCRETE DRUM AT THE MATTING OR BLANKETS OR BONDED _ T_ _ _ _ _ _ /•
FIBER MATRIX TO ALL SLOPES ^ ' A`� I I '6
D-DISTURBING ACTIVITIES. CONSTRUCTION S1TE IS PROHIBITED \.'; _._.- ._._ ! I �. 1%
PRIOR TO LAN • ,{ STEEPER THAN 3: 1. ALL GRAPHICAL - - - I l ' , 11 `1N
:. i R l ; . , ff` E .... IL --- - _ _ - -•- - f;
i • f ! - '
f -, „ f '! '.,. m € : ., � _-_• ;" I SC3EL TYPE aEr�IES AND
r + , .� _.. NPDES SAMPLE POINTx 1 `11 - r�-._._ a,
f ,
�._,.' ; ` E ! ::<:. # ON S HE TPOLAN (IMPAIREDI STREAM ; . I
3 . i ,€ e: A ao F
.� :
F # t AT STREAM GROSSING AT BRIDGE , Y °' Tr''" , : B;3�J�,DAR'f LIh1ES. SE_ C3�r�a cT
�r F f 3 ,. l F' :�F-] /4 ,5...-, { is ---._._.-. °°",. _..-._._._ 1 ,, y""
I ■ 4
■ T BMP 4 OF '
/ f SEGMEN F` D�r,�ILS.
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r�ROTECTION
�, I I F ■ �� , 1 I FI C�ICE 1 YP.
�'`\,'`` '` f /1r / • '' ; F' f`' '' ■ `; t `"fit � 2 FT. WIDE X 0.5 FT. DEEP ® MIN. 1.0% .... )
r` ,,/ / // I f ;rl \ .'..Y '1 x ` x �y .��,". +j :.r , ✓--' V R AREA TO INLET - ' s
€ / f i / n�✓'.. . : : 1 �; C, { .`x \� .I SLOPE TO DIET ' 1
w ....., ..' :
- j �, / CONTRACTOR SHALL INSTALL . ; { �; .. , A. :, -" ti I '
i :
., f I f,; PLYWOOD BAFFLES IN { tee : :', x. ,, I , .._....I- ... __.._..._ .r �Iz t I / ` .
,
I
�`' i MPORARY SEDIMENT BASINS { `I v �'� , � - � 1 ` �y�
:, 1E _ s I
x,
, `
i
+
: , '
,
- ` OUBLE THE FLOWPATH �� '
� TO D
. PROJEC T DATA
Ot�NER AND SCOTI- HONAN
PRIMARY PERMITTEE 13675 FREEMANVILLE ROAD
MILTON, GEORGIA 30004
CIVIL SITE ENGINEER: CORNERSTONE SITE
CONSUL TANTS, LLC
2985 CORD Y PKWY, SUITE 119
MARIETTA, GA 30066
ANDREW M, HALLORAN, P.E.,
PH: 770-490�--9182
SITE ADDRESS: 13675 FREEMANVILLE. ROAD
MILTON, GA 30004
TAX PARCEL 22 429008850161
22 429008850377
SITE AREA: 11.87 ACRES
DISTURBED SITE AREA: 3,O ACRES . .
EXISTING SITE USE: SINGLE FAMI Y HOME .
PROPOSED PROJECT: CONSTRUCT NEW SIINGLE FAMILY
. HOME, DETACHED GARAGE AND
TENNIS COURT
SITE ZONING: AG1 .
r
- r
._.. 1 AC.
--- 4 00 SF car .10
TOi AL � 6
_ V OU AREA: ,
IMPr R ! S
NEW HOME, GARAGE & TENNIS COURT: 0.77 AC.
EXI STING DRIVE & BARN: 0.33 AC.
5 i, 3 f% „+pi l,.,::.,�-r ? ?� ' : `� `; ` fly , , :f i\ +, _ » - _......:.,..��.�- ��-.
: I :: \ �: LENGTH IMPAIRED STREAM, � € ,...� , .� : ,<, .» �...';�-, ,A ..' `.::'' lac •,~.,::� �u
( l.� E
' /
Ds2
p d F .. 5 ---. r.; .. ` € '"I 3 1 -' ; ii h J I'° -\ .} % .. ::. J`
r e . h ,^
\ ; �.; . `' PRONDE THESE BMPS ON ALL' x m m !' ! 0
d EGMENT BMP 2 OF 4 e r : D TA -
1 ,, . 1 s:' t [. € EAS TYP s
r ! k/ ' l DISTURBm �1R ) t, : , w� i` ,
4/ 4 / �
l .
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g ,`
ti d,- r °` = r € ', ■ .` ; l PROIADE.Sa ON SLOPES i
:
A , , t . € ;, ; [': a` :1 OR STEEPER {TYP j d `'
5s �� __ A
1 , . " ..;, F ■ - ,E / ALL CONSTR D
,
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TI ON
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y
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TI I`F OA 110
Z r 1,.- VIDE THESE BMP S ON ALL ' •i y' "t r +''
PRO 1 - _
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\ '`" : � " s
y. \ I
`�' I TURHEO AREAS TYP \ :I; n'iE:.,--' .. �,r. ;:, I I
DS ( ) " \ _L DRA,VINGS
*,� �'.: '-�.: Ot�.,RETE 4�ASH TIOPr MAY NOT BE ..�H®WN ON A
�;� ,,-' f.u, �- � G IJTINC INFORMA
! f �,
' ■ r !� SLOPES t ' .../ M% \ f _
F , PROVIDE S6 ON `�,. s,
C
_ ,.. '� _: _ n.;.. _' .. ,'`' DOrN A ®NS (RUCTION
a.1 DR STEEPER (TrP.) \ Cd S `�..,� �, IN ORDER TO BETI E9i ILLUSTRATE i1 IE P4C7PJSED C
;„ ,."
,. \ "
`... ETAIL ON SHEET r
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� E , ' k, ::.., .:. „ ` ~}._ ....: �., r a �.. ,: ; :..., : ,..:: ;,. fi' . � ;..<' NATION PLEA EF�R N R�WINU�.
... m\•...:i ' \, PLAONS AJ NECcSSARY �1iH_N R�VIEV'd1NG ITHE D
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• F' HOUR EMERGES C
€' SEDIMENT TR O Y r
F S ;� . AP WITH , .' ` -\ A ;
\ i x ` ° E .x
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E ' ROCK OUTLET: ,'
Y a ; ►. +,E '�^' (,OIv sTRUCTiON� L�
,^ �:: t. �. .�. ;., - E''{.« EXIT J ,RED �"EN N C. 678
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® 67 CY AC z:
0.6 AC ♦ r r
"■ / ORDINATES
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€ 41 CY STO G Q
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�r' s j ,/ E \ \ e` O .,,Q ,\ '�C� .S" fi` VCG`�.,'s:rR f- y .:if,
E` MIN. 1.0 ® ® O O .:=ter
M-, 2 FT. WIDE X 0.5 FT. DEEP % F ` O `■ » ._
"
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C 513 T AREA TO IN ET l »
'i SLOPE TO DIVER �■ � iG'
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FENCE MEADERS \ \ ■ 9 �► \ -� '' I
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ALd]NG PROPERTY e -: \ "�� \\ X, xr: D8. oSL39 P �. 31
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C 514
C 514
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5 BUSINESS DAYS PRIOR TO CON. ST�RUCTION .
CONTACT GEORGIA 811 UTILITY PROTECTION CEN TER
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VILLE LIFEHOPE HOUSE LLC \ r f ; T 1
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1 DB. 57095 PG. 417 S C)
r ► ��- r -.�f P T�; �TI�ITY" DICLAI��E�
'" \1 PARCEL ID # 22 429008850161 `+ ® / r j f tr r' T r�T
f. `` 'y i, \ 3 t , / -" I Rf°r,sf`, OU I.
\ \
\...
\''. EL SHOWN FOR APPROXIMATE '
PARC r
r1 TH E
r N SHOWN BASED 0
� ;�: \'t`"' � c � �a �Y �,., ES HAVE BEE
,, /`5o A ALL KNOWN UTILI it
/
�:f' x--k LY PER FULT OUNTY GIS. � � `.
:'
'�E + `�•�' LOCATION ON ON C \ =Y<.. - ..
,f f:
"' •? v ,• 54 CY STORAS�E R Q D �
\; �� NO PROPERTYDESCR€pTI0NF0UND. ■ + ! N A JAILABLE TO THE OWNER. ALL
" rCr� ) * '\, M: ' BES1 INFORP�lAT O
f
s "-T.:: : I .k --4- '?i `•.�. °' �6 �'r PROPOID rr'
�,. e eE `, Sd4-C �; .< ~``.:,w "' �' m KNOWN UTILITIES HAVE Br�N SHOWN SCIIEMATICALI_Y
,.
,
, , . r �;', 5... : .. :. : , w _ ?,Fj I T BE SHOWN ACCURATE
4k AP WITH \ 'yA «? 1 ON TI1� PLANS
t SEDIMENT iR ;,• ,^ " �
w ,
<> 6 r. --
1 € " ~` r z
_
. 1 x ` .. " .e \ UTILITIES MAY EXIST-
: �:- ' +i i
+ a rq
\ me u" € ROCK OUTLET :,_,_ ,, .: _
k. AND MAY NO
,€
` € ,. / H TALLY OR VERTICALLY
i f e 0.80 AC 67 CY/AC ■ \ , , i f` fi„ , ,...:,,,
-y �, \ f » J'dHlCrl ARE NOT SHOWN ON THE PLAN, THE GON1-RACTOR
� 54 CY STORAGE REQ'D � ■ \ W^^^r,
'`. E � I F G ALL UTILITY
4, , LI_ B RESPONSIBL_ FOR CONTAC I1N
?.. / ! r .L BHA L
;\ ;, F 66 CY PROPOSED ... ,f-� »,` ., R�
e \ E E WITHIN OR ADJACENT TO
,, ,. I e ! "<� ; 'y i L :r; ; COMPAN! SHAVING UTII»IT! S
! r , �,..
>\
''` i ``I.� k-..:'.--:a'`:: / f1 1 x k ...^.. , -:�,- : \ : �.- ; .�'�. ..,� I IHE WORK AREA. THE CONTRACTOR SHALL HAVE THE
'`�. \ ::: ," /`'. A<, 1 « I 1 T LI TY
3
�. "�' �. UTILITIES IELD �_CCATED AND COORDINATE WITH I
e \ I '
" , \ I
m,
/`° �y '', � \ / ' ,. COMPANIES TO HAVE THEM RELOCATED EITHER
/ % F \ \ I
�,
�' \
;� ,x t oq j ��..; \ NECESSARY FOR
;: `:`> :°°,. ;,% e 2 FT, WIDE X 0.5 FT. DEEP ®MIN. 1.
d VERTICALLY OR FIORIZONiALLY WHEN
` 1 -, ,..... ; r . x ` y. I71 N ET ' ;4 \e I r
A=483,51' \ SLOPE TO DIVERT AREA TOIL , 1 ,®` ',. , '
Shc_S ".. _€, ADAPTED FOR PROPOSED
R=533.08' a , ` ' {, �3 , , ` e /" 1, 0 �... I <, ;
PROPOSED GONSTRUC I ION OR
"' \ `4?/ ^£ I CUNNECTI�NS. CONTRACTOR SHALL CALL THE IJTIL!'TIES
Cif=467.11' ', >i'''�s': - y , • _� e DOirI LE ROW WIRE BACKED SILT FENCE. \ e __ � „� 1.
N 25"30'40" bV - .
' r 11 � /� -, � wnTH MULCH sERM '` � r `� w \ .,v _� -�- � `' ; PROTEC�I ION GEINTER (UPC) AT LEAST 72 HOURS
a , ` PTO N JCTION
".. , 1
o
e �3
a; :; , { �e c�� .7� I: (TI-FREE BUSINESS DAYS) PRIG RR fSTR' .
'\, # 5 e *•,\ 1 e .5 y ' y ,� I t r qp I _ W '' / -
`f„ ; f \ 1 btx , , ``\ e,. N`�5..V4 1 a ., j__ y ' - '7...y �_ a _®a-•___ ..._.::.,,..._...:--._.�..s®_.. .._®
1 3 CONTRACTOR SHALL INSTALL Sd4 C 9 _ �I 9 _
BENCHMARK ; a', '' _ - ' " .ml. `a,
ELEV:999.32 k e ( �_ �22!
NAVD ea �, ` 1 ,,: e 1 ■ � PLYWOOD BAFFLES IN St-1 10o YR. vE�.= 5.35� Fps `` F ,'"f r� _ � `• ' �a
\ t �„ SEDIMENT TRAP WITH r F` - e '`•PR�PERTRYOLIES C'°
() O` r- -
(3aLTATTIPOF l .' � \ e _ TEMPORARY SEDIMENT BASINS ROCK OUTLET .' e • �� -_�--- 1 cSEI= SHEET C 000 FOR CE � e�
ARROWHEAD`' \\ �- ��
' �`. \ e le �� ` TO DOUBLE THE FLOWPATH o.8a AC 67 CY/AC �' I, /�., I ___�A ��� I Ss
► `; ►, 3 \\ ® \\ LENGTH IMPAIRED STREAM 54 CY STORAGE REQ'D� p� TE A ICJ D D R AJ1 N 1_E G E N D
r _
l
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► 61 CY PROPO _ -- - �-
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`w;� i l 6f (i� ; 1Y'� e- "E'<c k .., ,, ^ I a `'^�.. E , PROb':ile S9 ON SLOPES
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/ cP 1 x't o., �G h `:,.} / 00' S / ��w_e A `1 � y `'4 :3';? A:1 � STEUMR (T`lP.)
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/ I DOABLE ROW WiRE`�AI:KED � r i r d
STRUCTION tf »'.,," o » r' :'`',,, ,�- :•d 1, � ter,, \ 51L� ENCE. WITH MULCH BERM 11 i r� r r r r'
r F + r r r d i, y F
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PROJECT : 2018--D015
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LDP REVIEW
09/14'/2018
LDP RE- SUBMITTAL
10/19/2018 . -
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