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10' MIN
12" RLTREXX
FILTER SOCK
(WWW.FILTRExX CON)
BERM
STAKE (TYP.)
10' M!N. I
_ SECTION LINE
10 MIL PLASTIC LINING
TO EXTEND TO FlLTREXX
FILTER SOCK
LATH & RAGGING ON PLAN
ALL SIDES
STAKE TYP.
10 4_1 LASTIC JIVING
TREXX FILTER
12 FlL
socK
SECTION
-BERM
NOTTS:
1 WASHOUT
LOCATION
SHOWN ON EROSION I ^
N CONTROL PLAT
2 DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND
DISPOSED OF BY APPROVED METHODS.
3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 3OFT.
OF THE TFMP CONCRETE WASHOUT FACILITf.
CONCRETE WASHOUT
N
TYPE BELOW GRADE 10 �UAL!t
3'
3/8" TREATED PLYWOOD 48"x24" PAINTED
WHITE C/L SWALE
CONCRETE BLACK LETTER 6" HEIGHT 1, 1/3
�_ STRAW BALES BURIED 3"
WASHOUT 0.5" LAG SCREWS .
POST 3"x3 %8'
3'
3' u u
I
CONCRETE WASHOUT SIGN
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
M
2. IF FABRIC Is TORN OR DETERIORATED, REPLA CE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE f ENCE
OR IS CAUSING FABRIC T O
BULGE.
R NCHED FABRIC.
T E
4. TAKE CARE NOT 0 UNDE RMINE THE ENT
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING
DISTURBED AREA TO GRADE AND
STABILIZE IT.
,.
1 "X2" HARDWOOD
CROSSBRACING
2 ., X2 "X36" HARDWOOD
CATCH BASIN/ \ STAKES WITH POINTED END
DRAINAGE \ - AT 5' O.C.
STRUCTURE
1/2" X 2" X 24" WOOD
LATH AT EACH STAKE
OVER FABRIC
36" WIDE NONWOVEN
POLYPROPYLENE FABRIC
REFER TO SILT FENCE
SECTION FOR EMBEDMENT DETAIL
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT,
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE
OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING:
DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE INLET
PROTECTION DETAIL
(NOT TO SCALE)
l
RUNOFF
RU =
R�NQFF
GRAVELBAG CURB PROTECTION
(FOR INLETS THAT ARE IN LOW POINTS)
(NO &GALE)
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET
GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS.
3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH
CONTENTS INTO A NEW BAG.
4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT,
BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT-
RIP-RAP
I� Ili" I I
18" MIN
SIDE RIP -RAP
OUTLET EROSION CONTROL
(NO SCALE)
- #4 REBAR STAKE
MAINTENANCE:
1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT.
2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO
NTR
UNDERMINE ENTRENCHED BALES. E
3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
4. AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND
SECIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
STRAW BALE PLACEMENT #1
FOR EROSION CONTROL
(NO SCALE)
' 12" - #2 STONE
FILTER FABRIC
SMOOTH FOUNDATION
UNDER FILTER
CONSTRUCTION ENTRANCE
(NO SCALE)
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGE R THAN THE INLET
GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS.
A OLD BAG WITH
IF BAG DETERIORATES
OR IS DAMAGED REB G
3 ,
CONTENTS INTO A NEW BAG.
4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG.
5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE BAG AND SEDIMENT,
BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT.
STABILIZATION
PRACTICE: JAN. FEB. MAR. APR MAY JUNE JULY AUG.
SEPT. OCT. NOV. DEC.
PERMANENT A • / / / /I / / / /'- • /I /+� D
SEEDING
DORMANT B II B
SEEDING
TEMPORARY C : D -�
SEEDING E
SODDING D
MULCHING G
LBS
A - KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCU E 40 / ACRE ,
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE.
8 = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE.
C = SPRING OATS 3 BUSHEL /ACRE.
D = WHEAT OR RYE 2 BUSHEL /ACRE.
E = ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.)
F =SOD
G = STRAW MULCH 2 TONS /ACRE.
*/1/* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER
** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
SEASONAL SOIL
PROTECTION CHART
POST 4" DIA. WOOD OR 1.33
LBS /FOOT STEEL 10' MAX.
SPACING
WIRE FENCE 14 GAGE
(MIN) -6" MESH SPACING
(MAX) FASTENED BY 1" WIRE
STAPLES, TIE WIRES, OR HOG
RINGS
FILTER FABRIC ALONG LENGTH
(NO JOINTS) STAPLE OR
WIRE TO FENCE
4 "X4" TRENCH TO BE
BACKFILLED AND COMPACTED DOWN -
UPSLOPE SLOPE
2
SILT FENCE SECTION
(NO SCALE)
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED GP SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS
2. INSTALL SILT FENCE ALONG ALL PROPERTY B'IuNDARIES
2 "x2" STAKES
SILT FENCE
a,
c; �
DE � a
END STAK E SHALL
BE HIGHER G ER T HAN TOP OF PIPE
EN_- SECTION
MAINTENANCE.
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DEfE RI R Q. T
E�
REPLACE SECTION IMMEDIAT EL Y
3. REMOVE SEDIMENT WHEN HEIGHT PEACHES 1/3 OF THE HEIGHT OF
THE FENCE OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE T "E ENTRENCHED FABRIC.
5. AFTER D RAINAGE AR EA IS S TABIL C
REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
RED END SECTI
FLARED 0 N
PROTECTION
NC SCALE)
., � .ALE
SECTION A - CONSTRUCTION PLAN ELEMENTS
Al PLAN INDEX - SEE EROSION CONTROL PLAN
A2 ll "x17" PLAT - (REDUCTION OF EROSION CONTROL PLAN TO BE
SUBMITTED WITH FULL SIZE PLAN)
A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL
DEVELOPMENT ON APPROXIMATELY 59.097 ACRES. THE CONSTRUCTION
SHALL CONSIST OF 32 LOTS, ASPHALT STREETS WITH 1 ENTRY DRIVE,
ENCLOSED STORM SEWERS, AND GRAVITY SANITARY SEWERS.
A4 VICINITY MAP - SEE UPPER RIGHT OF EROSION CONTROL PLAN
SHEET C501.
CONTROL PLAN
A5 LEGAL DESCRIPTION SEE LOWER LEFT OF EROSION C
SHEET C5C1.
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - LAT.
39'59'12", LONG: 86'14'13"
A7 HYDROLOGIC UNIT CODE (14 DIGIT) 05120201120070
AB NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT
APPLICABLE
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE -
POND OUTLET
STRUCTURES DISCHARGE INTO LION CREEK ( SEE EROSION
CONTROL PLAN)
A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON
AND ADJACENT TO SITE - LION CREEK
11 IDENTIFICATION FALL RECEIVING WATERS
ION CREEK LITTLE
A 0 CREEK/
LITTLE
CREEK
Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - NOT
APPLICABLE
A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES -
NOT APPLICABLE
A14 PRE-CONSTRUCTION NSTRUCTION AND POST CONSTRUCT
ION ESTIMATE OF PEAK
E
DISCHARGE (10 YEAR)
LAKE SM - - W: Q10 P r e -0 ?. 0 00
cfs Q
10 ost-00 .000
cfs
LAKE SM - - SW: Q 10 P r e =00 .000
c f s Q 10
P ost-00 .000
cfs
-00 00 -00 000
- - - ......cfs
LAKE SM S S: Q10pre cfs Q10post-
- LAKE SM -S -SE: Q10pre = ? ?. ?? ?cfs QIOPost = ? ?. ?? ?cfs
- LAKE SM -S -E: Q10pre = ? ?. ?? ?cfs Q1Opost = ? ?. ?? ?cfs
LAKE S M - - N: Q 10 re =00 .000
cfs Q 1 O ost- 0
0 000
cfs
- LAKE SM -N -E: Q10pre = ? ?. ?? ?cfs Q10post = ? ?. ?? ?cfs
- LAKE SM -N -NE: Q10pre = ? ?. ?? ?cfs Q1Opost = ? ?. ?? ?cfs
A15 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED -
RESIDENTIAL
Alb CONSTRUCTION LIMITS - AS SHOWN ON EROSION CONTROL PLAN
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS, WOODED
AREA
A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE EROSION
CONTROL PLAN
A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER
SYSTEMS - SEE SITE DEVELOPMENT PLAN
A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES - SEE OFFSITE
SANITARY SEWER PLANS
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR
BORROW /DISPOSAL AREAS - ALL EARTH MOVEMENT AREAS TO BE PLACED
IN FINAL LOCATION AT TIME OF INITIAL EXCAVATION. EARTHWORK PROGRAM
TO BE ADJUSTED TO ELIMINATE STOCKPILE AREAS.
A22 EXISTING SITE TOPOGRAPHY - SEE EROSION CONTROL PLAN AND
EXISTING CONDITIONS PLAN
A23 PROPOSED FINAL TOPOGRAPHY - SEE SPOT GRADES & FLOW
ARROWS PROVIDED ON DEVELOPMENT PLAN & EROSION CONTROL PLAN
E
SECTION B - STORMWATER
TI N PLAN -
O
POLLUTION PREVEN
CONSTRUCTION PHASE
B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES -
POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY
SUCH AS ASPHALT FROM PAVING; CONCRETE FROM
CURBING, SIDEWALKS, AND DUMPTSTER PAD; OIL, GREASE,
ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM
CONSTRUCTION EQUIPMENT; SOIL EROSION ,
FERTILIZER RTILIZER
AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD
BE PROPERLY ATTENDED TO TO REDUCE THE
CONTAMINANTS FROM ENTERING THE STORM SYSTEM.
TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING
OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA
AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN
THE STORM SYSTEM.
B2 SEQUENCE DESCRIBING STORMWATER QUALITY
MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING
ACTIVITIES -
SEE CONSTRUCTION SEQUENCE ON THIS SHEET.
B3 CONSTRUCTION ENTRANCE - SEE EROSION CONTROL
P LAN AND N SEE DETAIL SHEET 41.
H
64 SEDIMENT CONTROL PLAN FOR SHEET FL OW AREAS -
SEE EROSION CONTROL PLAN
B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW
AREAS - SEE EROSION CONTROL PLAN
B6 STORM SEWER INLET PROTECTION MEASURE
R
LOCATIONS AND SPECS
SEE EROSION CONTROL PLAN
B7 RUNOFF CONTROL MEASURES - SEE EROSION
CONTROL PLANS
B8 STORM WATER OUTLET PROTECTION SPECS - SEE
EROSION CONTROL PLAN
B9 GRADE STABILIZATION STRUCTURE LOC ATIONS AND
SPECS - SEE EROSION CONTROL PLAN
N TION DETAILS -
1 CONSTRUCTION B 0 STO RMWATER DUALITY CO
SEE EROSION CONTROL PLAN
811 TEMPORARY SURFACE STABILIZATION METHOD FOR
EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART
812 PERMANENT SURFACE STABILIZATIONS - SEE
SEASONAL SOIL PROTECTION CHART
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN -
SEE OPERATION AND MAINTENANCE MANUAL FOR BEST
MANAGED PRACTICES POS T CO NSTRUCTION WATER
QUAILITY MEASURES AND SPILL PREVENTION.
B14 MONITORING AND MAINTENANCE GUIDELINES FOR
EACH STORMWATER QUALITY MEASURE - SEE STORMWATER
QUALITY CONSTRUCTION DETAILS
B15 EROSION & SEDIMENT CONTROL SPECS - SEE
SHEET NUMBER C502
2 " -3" CLEAN STONE 1 2 " -3" CLEAN STONE
_ - -
2:1 = 2:1 3' = _ 2:1- 2:1 3,
3 -
FLOW
3' FLOW_
FILTER 7FAB I S FILTER
/IEW) FABRIC -
RIP RAP
(DOWNSTREAM VIEW)
2 ACRES OR LESS OF DRAINAGE AREA 2 -10 ACRES OF DRAINAGE AREA
SETTLEI.IEII_
GCMF _TL IL
R'`rTECTEC - -ET� % -6" FnE -50ARC - - �' --
DESK . - -- -
I -
- I
TEMPORARY DIVERSION SWALE SECTION
(NO SCALE)
a _
Ev0 n, -N TON OF BADE
ROCK CHECK DAM
(NO SCALE)
:IJTLCI-
PIN -PAP _ _ -E °E OR LES`_
PER INL'_ _ - EYIS ' .- ==-DE
T,
RLTE� _ SEE P.,='. r,= DEPTH
(CPO
TEMPORARY ROCK CHECK DAM W/SEDIMENT TRAP -
(NO SCALE)
f: Lk �_ d;,,_' TKF r.. -- iF,
DAM'
h,,11; 4TFC k? LAC -
_ T,
NA6T -�,4r _'GH T'E _41'. AND -
- ro %, - � ,�.�� as NEE_ -_' MAINrh11.
SE
1?Ef TABIL'=
EkOS,L; __,;TANT NEECEL
7
SECTION C - STORMWATER POLLUTION
PREVENTION PLAN - POST - CONSTRUCTION PHASE
C1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES
ASSOCIATED WITH THE PROPOSED LAND USE -
POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION
ACTIVITY SUCH AS NUTRIENTS & PESTICIDES; SANDS AND
SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE,
ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM
BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO
TO REDUCE THE CONTAMINANTS FROM ENTERING THE
STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO
REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE
POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS
FROM ENTERING IN THE STORM SYSTEM.
C2 SEQUENCE DESCRIBING STORMWATER QUALITY
MEASURE IMPLEMENTATION - AFTER FINAL GRADING OF
PONDS & OUTLET STRUCTURES FINAL SEED POND BANKS
WITH RECOMMENDED NATIVE SEED MIX. RIP -RAP TO BE
INSTALLED AT TIME OF SWALE CONSTRUTION.
C3 DESCRIPTION OF PROPOSED POST - CONSTRUCTION
STORMWATER QUALITY MEASURES - DETENTION BASINS
A T LOCATIONS; W RIP RAP INSTALLED T OUTLE LOC NS' OUTLET 0
WITH
CONTROL STRUCTURE INSTALLED AT EXISTING LAKE
OUTLET; GRASS SWALES, COMMON AREAS WITH TREES
AND MINIMIZATION OF LAND DISTURBANCE. NATIVE
PLANTINGS ON POND BANKS (SEE CHART ON SHEET
C501). MOWING AND NUTRIENT APPLICATIONS TO BE
KEPT AT A MINIMUM.
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND
CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY
-
MEASURE
LAKE SM S W LOCA TED SOUTH OF LION
AND ON
CREEK A THE WEST PROPERTY LINE. - LAKE
SM -S -SW LOCATED SOUTH OF LAKE SM -S -W AND ON
R K
THE WEST PROPERTY LINE. L E - LAKE LOCATED S
D N THE SO
A SOUTH PROPERTY
SOUTH OF LION CREEK f 0
LINE. - LAKE SM -S -SE LOCATED SOUTH OF LION
CREEK AND IN THE SOUTHEAST CORNER OF PROPERTY
ALONG WEST ROAD. - LAKE SM -S -E LOCATED SOUTH
OF LION CREEK AND NORTH OF LAKES SM -S -S &
SM -S -SE - LAKE SM -N -N LOCATED NORTH OF LION
CREEK AND THE NORTH CENTER OF THE PROPERTY.
- LAKE SM -N -E LOCATED NORTH OF LION CREEK AND
EAST OF LAKE SM -N -N. - LAKE SM -N -NE LOCATED
NORTH OF LION CREEK AND IN THE NORTHEAST CORNER
ALONG A W
OF PROPERTY LO � ES T ROAD.
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR
POST CONSTRUCTION STORMWATER QUALITY MEASURES -
THE PONDS AND STORM SYSTEM TO BE MAINTAINED BY
OWNER. ROUTINE INSPECTION AND MAINTENANCE AS
REQUIRED. LOCAL VACTOR COMPANY TO REMOVE
SEDIMENTS, OIL AND OTHER FLOATABLE POLLUTANTS WITH
A VACTOR. DISPOSE OF ALL WASTE IN ACCORDANCE
WITH IDEM.
SEE THE WOODS AT LIONS CREEK OPERATION AND
MAINTENANCE MANUAL FOR BEST MANAGED PRACTICE(S)
AND POST CONSTRUCTION WATER QUALITY MEASURES.
SHALL CONSIST OF ASPHALT THE CONSTRUCTION S L ALT PAVEMENT WITH CONCRETE CURB AND GUTTER,
ENCLOSED STORM SEWERS AND SWALES, EARTHEN PADS FOR FUTURE HOUSING AND PUBLIC UTILITIES.
THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW.
NOTE: BEFORE CO NSTRUCTION EVALUATE MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED
ROOTING ZONES, UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION
SUITABLE FOR FILTER STRIPS, ESPECIALLY IN PERIMETER AREAS.
CONSTRUCTION SEQUENCE:
A. PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE:
1. SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY.
IGNAGE SHOWING LOCATION OF
2. S 'TIE LOCATION ENTRANCE.
SAID SIGNS SHALL BE PLACED AT WES1 ROAD ENTRANCE. ADDITIONALLY, NOTIFICATION TO
INDIANA DE PARTMENT OF ENVIRONMENTAL MANAGEMENT AND HAMILTON COUNTY SOIL &WATER
DISTRICT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE
CONSTRUCTION UPDATE REPORTS. A PRE - CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE
ANY CONSTRUCTION ACTIVITIE'
PRIOR TO o.
B. CONSTRUCTION ACCESS DRIVE - TOP SOIL STRIPPING & STONE PLACEMENT SHALL BE INSTALLED
AS SHOWN ON PLANS AT ENTRANCE FROM WEST ROAD. CONCRETE WASHOUT AREA TO BE
INSTALLED AND MARKED AS SHOWN.
C. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF
N AS WELL AS THE BANK
BOUNDARY LINES D L E S OF LION CREEK. TEMPORARY SWALE AND SILT BASINS
TO BE PLACED ALONG BANKS OF CREEK AS SHOWN ON PLANS. BASINS TO BE BUILT PRIOR TO
AND IN PLACE PRIOR TO ANY LAND DISTURBANCE ON TRACT.
D. EARTHWORK - TOP SOIL FOR LOTS SHALL BE STRIPPED AND SPREAD IN AREAS REQUIRING FILL.
TEMPORARY SEED IN G S H ALL TAKE PLACE
T O DISTURBED AR EAS THAT REMAIN UNALTERED FOR
MORE THAN 15 DAYS. MASS EARTHWORK SHALL BEGIN ON LAKES. DIRT FROM LAKE AREAS TO
BE SPREAD IN AREAS WHICH REQUIRE FILL AS DESIGNATED ON SITE DEVELOPMENT PLAN. STREET
IN TO B COMPLETED AS CONSTRI
GRADING E 1CTION PROGRESSES. FINISH GRADING OF POND BANKS
DISTURBED COMMON AREAS AND REAR YARDS TO BE SEEDED IMMEDIATELY. ALL EARTHWORK
OVER PIPELINES SHALL BE DONE IN STRICT ACCORDANCE WITH MARATHON & BUCKEYE PIPELINE
GUIDELINES.
E. SANITARY SEWER - INSTALLATION OF GRAVITY SEWER SHALL BEGIN WITH "OFF-SITE" SEWER FROM
CLAY TOWNSHIP REGIONAL INTERCEPTOR LOCATED WEST OF CONSTRUCTION SITE, AND CONTINUE
WITH SANITARY SEWER ON SITE CONSTR T TEMPORARY A
LITTON. DISTURBED AREAS 0 BE SEEDED S
CONSTRUCTION IS COMPLETED. LATERALS TO EACH LOT TO BE PUT IN PLACE AS MAIN LINE 15
AS -BUILT INFORMATION I ENGINEERING P
CONSTRUCTED. S TO BE PROVIDED TO CTE ENG NEER NG N U 0
F EVERY THIRD MANHOLE
COMPLETION 0 SET.
F STORM SEWER - CURB INLETS YARD INLETS, STORM PIPES &STREET UNDERDRAINS SHALL BE
CONSTRUCTED AS WARRANTS. LAKE CO NTROL STRUCTURES TO BE INSTALLED WITH CONSTRUCTION
OF INDIVIDUAL LAKES. PROTECTION TO BE PUT IN PLACE AS NOTED IN "C" ABOVE. SILT
FENCING PUT IN PLACE AROUND YARD INLETS PER DETAIL. GRAVELBAG CURB PROTECTION
PLACEMENT AT STREET INLET LOCATIONS. SWALES TO BE SEEDED AND MULCHED BEFORE STREET
CURBS ARE STARTED AND PIPES INSTALLED.
G. UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE N
AND ELECTRIC LINES TO TAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO
BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES.
H. PAVEMENT - LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE
PUT IN PLACE. EROSION CONTROL STRUCTURES SUCH AS SILT FENCE AND GRAVELBAGS SHALL
BE ADJUSTED TO ORIGINAL LOCATIONS AND REPAIRED IF NEEDED. TEMPORARY SEEDING TO BE
PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART.
I. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED, AND EROSION
CONTROL BLANKETS AROUND LAKE AREAS AS SHOWN ON PLANS. RIP -RAP TO BE INSTALLED
AND /OR INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO BE
PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN.
J. CLEANUP - CONTRACTOR SHALL REMOVI ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL
AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED.
CONCRETE WASHOUT AREA TO BE COMPLETELY CLEARED AND CLEANED OF ANY UNWANTED
MATERIALS; WASHOUT SIGN TO BE REMOVED. ALL INLETS AND END SECTIONS TO BE CHECKED
AND CLEANED OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE.
K. FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED
CONSTRUCTION.
L INDIVIDUAL BUILDING CONSTRUCTION - REFERENCE DETAIL SHOWN ON THIS SHEET FOR EROSION
CONTROL PRACTICE PLAN AND ANY SPECIFICATIONS DURING CONSTRUCTION OF TYPICAL SINGLE
FAMILY DWELLING UNDER CONSTRUCTION.
M. PERMANENT SEED ALL AREAS OF DISTURBANCE.
y�
HOLEY MOLEY SAYS
"DIG SAFELY"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1- 800 -382 -5544
CALL TOLL FREE
PER INDIANA STATE TAW IC 8 -1 -26,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL PLAN PLAN NOTES
F- S F S F- EROSION CONTROL SPNCEFICATIONS
\JlT :� c -agrec as ar attempt {o prevent any and all sed,nent
:ham - notruction site by way of erosion If erosion of sedme�t
PS _ is 'ob,ng pace, the owner shall take preventative actwn
t \ T-, vngreer snall Le consulted in the event this hoppers
r
/ TcEE ) P - = - _-d s to be a lied to an graded area that wid remcu
/ _ I 57TCT1'icE � �g FF Y 9
-T, �icE
� l _ a - e.tended p,nod at time
ana s to be applied immediately to areas that na,e
- - - - "mshed anode
'� ^q �egeto *.Tan on the site whenever and wherever pc�sia,e
PS
. en' _o1'unng mec =ures are to be implemented prior t, the
- -h, area they are intended fo serwc.
r -t -o, n,easares proposed are t,, be properly mmntD,nrd t_
- _r e'r -_trve nos
PS .; i, „ :.,rs during Dei-ember, January, February dormant seedina
"II 1 - used.
PS PS is 1 -, ..rarhe;, beep lawns watered with sprinklers or other apprcred
c- Env areas nDt germinating or damaged at intervals as ma,
__ - - -H• I Iq to seasonal condition ono; r,r construction aet�,d" Wa• -r
_ ___. Di,_, l;, -L-PE` Cn necessary weeoing unlit full stand of grass has been
_ :J.rG - _1.iFLE -r'. cctc
and m ..o
aintenance of the erosion nfrol is the s.-1- cintractor and /or owner
n ce :',e :ontractor's and /or owner's responsibility to -nimre
,>, on -site construction activities) from being deposited ova
L c, n, receivina streams /ditches in strict compliance wtn
construction activity stormwater runoff contr:l It
LL V7 -
w V T = �t 7 e _antra, tar's ar owners respons,bility to obtain any DTTrcva;s
m fPe authority and to submit a complete Notice If Intent
- C•frr- o` 'Water Management, Indiana Department e,f Dr,ir�nmenti,
art P$ < e, ar pr to any construction octivrty
h�, �; „
_aRasE P
_j� G' ,L° ue1ksU etone ynsttuJion entrance(s) to site T'on-
�,G
t/7 .e the contra.ac.'s ana,st owners responsbwty to on
-nl - _ _ o�m :. as for each b'. The builder may implement o ditf�rem
car as cng as it meet or exceeds Rule 5 regalat,ans
PS v_ PS PS
- INDIVIDUAL LOT EROSION
- CONTROL PLAN PLAN
_ - E : LEGEND
��-�, - - - ► - FIIIISH -FADE /WATER FLOW
tam
_TTEP
.PD t,1E - - PPOPETY LINE]DRAINAGE SWALE
�TE,
PEPMANENr SEEDING
RAP /GRAVEL DP.IVE /EXIT PAD
_ J
__IFB IIILET PROTECTION (SEE DETAIL)
SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN ® SILT FEN,-.E Box AROUND
FOR A TYPICAL ONE/TWO FAMILY DWELL_ ING BEEHIVE NLE;S (SEE DE`AIL)
UNDER CONSTRUCTION - _ - ,�;.T EEIIi=E
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SHFFT NO.
C503
PROJECT NO.
W06 -0031
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