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PERSON ONSITE RESPONSIBLE FOR ERO.SION CONTR�L:
TIM WALTER
ESTRIDGE DEVELQPMENT CO., INC.
(317)-84fi-7311
NOlE: TO CONTRACTOR
1. Prior to ony work commencing contrcctor shal! install stone drive at entrance. aind all silt
fences shown on pian.
2. Upon cornpletion of the 8tortn structure fr�n being built the fabric drop iniet protection ts
to be instolied ON curb tnlets and strow boles on yord tnlets immediatdy.
3. Upon compietia� of the swale constructfon, c�tractor shalf notify engineer to cs-butlt,
upon revtew of as-buiit engineer shalt notify cont�actor to install the erosia� control
bicnkets as soon as possible.
FORMS/22887
SoR Erosion Control Summary
The foilowing is a liat in sequence of construction activitiea to
control sofl erosion:
I. Contractor sholi instcll sedlm�t trops end straw bole
ftlters, as shown.
2. Grade the sfte (stdes of swales, mounds ond ponds to be
seeded and mulched immediately upon completion). Temporary
seed�g shall be recommended for ail swdes and disturbed
oreos that cannot be flnal aeedad within a time period thot
wNl prevent alape erosion. For temponoryr �ing. the
c�r►tractor shall uUltze o fast growing seed of etther oots,
annuol ryegrass. wheat or ry�e depending on thne of y�ea�.
Diaturbad areca shouid be kept to o minimum ot all timea.
3. Contractor sholi contrd mud accumulotion on ail atreets
surround�g project by installing stona surtoce at all
locotiona where conatruction troffic leaves the aita Duat
shail be kept to o minimum by utilizing sprinkling. Caicium
Chloride, Vegetativ�e cov�er, sproy on a�estves or other
�proved methods.
4. Maintoln ail flitera and trapa durkiq construction to
prevent any blodcoges from accumulated aediment. Addittonal
seed�g and �traw bales may be required during conatruction
as specified by Enyineer or Sop Conaervatfon Service.
Payment for additional straw bales shdl be at the
Contractors expense. Payment for odditia►al rip rap (not
ahown on picna) and seeding shali ba paid for on a uMt
bO81&
5. Contractor �all instoll oll sanita-y sewers, storm sewers,
aubsurface dratns, and wcter mQins. Straw bale fllters
ahail be inatailed ot di atorm inleta (induding atreet
iniets).
�Temporary straw bcle dom ta be removed during bianket
tnstoliation.
���� Denotes s�ding dc mulch areas
•••• Seeding rate: 130�/aare or 3;/1000 S.F
....
`.': '. Seeding mixture: 25aG creeping red fescue
35� p�ennial rya
4U% Kentudcy bluegraas
�Denotes seeding w/fiber blanket �5150 by North American Green
Seeding rate: IIO�/acre or 2.5�/IOQO S.F.
Seedtng mixtura 38:L Kentucky 31 fescue
19� psrmmiai rye
19� annual rye
14% orchcrd gross
IOX Kentudcy Wuegrass
� Denotes perm��t �eedtng dc mulchinq.
ee
Seeding rate; 50�/acra
Seeding mixtura 100X perennid rye.
Recommended Erosion Co�trol Alea�r�
Erosion Control Blanket Recommend erosion control blankets such ae North Americ� t;reen 5150
be installed as a temporary eroefw� control measure in the bottom of �y swala with a concentrated
wrface water flow. Refer to eroaion contrd practice number 3.17 .
Straw Bale Drop inlet Protection: Recommand using straw bde drop fnlet protectior► os per erosion
control practiae number 3.54 os a temporary eroator� contrd meaeure until bianketa are installed.
Oth� drop iniet protection practices moy become necessary upon the recommendation of the
engineer or eroaion contrd consultant if o apecitfc nead artses during conatruction.
Topaoii Salvage ond UtAization: As p� eroaion contrd practke number 3.02 Rsmov�ol of topaoil
to a depth of aix tnches (or moro if �equtred by the engin�r) from all orooa to be excavoted or filled.
Topso� should be stored ot a Ixation where it wHl not interfere with construction operctiona
Temporcuy Seedin� Recomma�d temp�ary seeding oa per xosfon contrd proctice number 3.11
if disturbed ground is to ba le1't bara for two months or more. In cddftion, it is recommended red
dover be cdded to the seedk►g mixture ot a rote of 10 painds per acre.
Dormant and Froat Seeding As per practice number 3.13 attached to be epplied if necessa�y.
Surfoce Raighening: As per erosfon control practice number 3.03, suggest using a bulldozer to
track with deats perpend(cular to the slope of slopes on disturbed ground of six percent or grooter
and around the shore of the lokea as a tempor�y measure until ready for blankets.
Temporary Gravel Constructia► Entranca/Exit Pod: Recommended as per erosion oontrai proct(ce
number 3.01.
Tree Conservation/Protectlon: As par �oston contrd prectk:e numb� 3.83, the oontractor shaN, at
the direction of the dev�oper, endeavor io save cnd protect trees of vclue and worth which do not
impa� c�nstruction of improvernents aa designed.
i� the event cut or fNi exceads 0.5 foot over the root area, the devetoper ahdl be conaulted wfth
reapect of protective measuro to be takerr, if ony, to preserve such trees.
Mcint�ance Schedule: Maintena�ce of cti erosion contrd proctices should be done oa needed on
u weekly basis and aft� ali large stom�s. A conatruction aupervfaor should be asst�ad the taak of
xeing that cli practices ore inatalied and mai�#cined accordMg to the deaign criteria Mai�te�ance
for each erasion controi prxtice should be conductad per mainte�ance schedule �own on each
erosion contrd proctice job sheet (attached).
COAStfUCtiOrl $8qU9r1C6 SChedUl�
Spring (ProJected saoson to atart): Locate oreos ot tree protection, instoli gruvel constructio�
entra�ce, tnstdl temporary siit fence, atrip and stockpile topsdl. Excavota building areas ond oth�
earthwoMc (lakes, roads, swales, aewera, etc.)
Sp�ing/Summer: Install strawbale tnlet protection. Install rodc chute outlet protection. Install
temporary erosion control blankets as needed. Trodc in ridges with dozar deats an all slopes grsater
than stx percent and around side siopes of lakes.
Summer/Fall: Apply sod tn ali areas that are flniah yraded. Apply t�np�ary aeeding in areas where
earthwork construction is halted and area will be baro and axpoaed for more than two montha.
Maintain erosion control practices � psr �osion contrd maintenance ache�le above. Remove
temporary erosion controi meoaures in stabtiized oreas that hove been aodded.
Wkiter/Spring: A�ply dormant seedinq on any �eoa that ahow e nesd for i� Continue maintenance
of existing erosion contrd practices.
Spring/Summer/f'all (foilowing year): Stabilize dl open ground and remove temporary erosion
co�troi proctices. Impiement flnal landscepe plon.
FORMS\18545ECM
■
Seadinq Spedflcationa:
i. Ditch Banks: shall be seeded and covered with North
Americon Green flber bianket �S150 and #SC150 (or Equa1) or
Hydroaeeded with strow mulch. The Contrcctor shdl follow
the manuMcturer's recomme�ded gutdeltnes tor tnstdlatton
and stapie pattems when hstdlinq the fber blanketa
Seeding rate: IIO�/acre or 25�/1000 S.F.
Saeding mixture: 38X Ken� 31 Fescue
19X Perennial Rye
19:C Mnucl Rye
14X Orchard Groas
107G Kent. Bluegross
2. 4" of topsotl (minimum) ehall bs placed � to
pxmanent aeedtng.
3. If yrades are estabflahod betwaen May 15 and Auqust 10,
a temporary seedinq consisting of 40� of Mnual Ryegrose
ahdl be plonted per ocre.
4. if grades are established between October 15 �d
Decamber 30, either Rye (grain) or Wheat moy be uaed at the
rote of 2 bushela/Ac. Ail gruina should be mowed p�tor to
seed maturing.
5. If temporary seeding is established prior to permane�t
saeding. the muich may be eliminated axcept in 'bare' areas.
6. If grading occuro during December, Jonuary, or February,
use dormant aeeding and it ahould be done wTthin 7 daya of
last land disturb�g octivtty.
REQUIREMENTS: COM7RIBUi1NG pRAINAQE /JtEA; 1 qCRE MAXIMUM.
CMAdTY: RUNOFF FROM A 2 YR. FREQiIENCY, 24 HR. DURATiON STORM EVENT EN7ERING A STORM
QRNN 1MTHOUT B'fPASS FLOW.
FABRIC MAlER1AL: GEOTEXTiLE FABRIC FIN2 flt1RATi0N.
HEtOHT � FABRIG� 1 TO 1-1/2 FT.. MEASURED FROM TOP OF INLE7:
APF�ROACH: POOL AREA FLAT (LESS THAN 17L SLOPE) WITH SEDIMETIT 3TORAGE OF 945 CU.FT./ACRE DISTURBED.
STI181UT1F S1ftUClURE MUST MA7HSTiAND 1-1/2 FT. HEAD OF WAlER AND SEDIMENT WITHOUT COLLAPSING OR UNDERCUTiiNG.
�T�P06'I�.` STEEL FENCE POSTS OR 2"x2" OR 2"z4" HARO WOOD POSTS, 3fT. MIN. L.ENGTH
3 FT. MAX. SPACING; TOP FRAME SUPPORT RECOMMENDED. CROSS BRACING TOt'S OF POSTS TO
OPPOSITE CORNERS GRFJIILY STRENGIHENS SUPPORT.
2"x4" NCOOD FRAME
1,5 Fl
BURIED F
COMPACIID F
AX. )
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ow�.ow � ser
TO PREVENT BY-PASS
1 FT. Fl-ow
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V U e��� F,��
IN5TALLATION: 1. TO PREVENT RUNOFF FROM BYPASSING THE INLET, SET THE TOP OF THE FABRIC AT LEAST 8" BELOW THE
DOWNSLOPE GROUND ELEVATION, OR BUILD A lEMPORARY DIKE (t:OMPAC'fED TO 8' HIGHER 'IHAN iHE
FABRIC) ON 'THE LOW SIDE OF iHE INLET.
2. CUT THE FABItIC FROM A SINGLE ROLL TO EUMINA7E JOINTS. (PROVIDE AT LEAST 2' OF OVERLAP IF A JOINT
IS NEEDED.}
3. BURY 'IHE B07TOM OF THE FABRIC AT LEAST 1' DEEP, BACKFlLL, AND COMPACT THE BACKFlLL,
4. SPACE THE SUPPORT POSTS EVENLY AGAINST THE INLET PERIMEiER A MAX. OF 3' APART, RND ORIVE
THEM ABOUT 1-1/2 FT. INTO iHE GRWND. (OVERFLOW MUST FALL DIRECTLY INTO 1HE INLET /WD
NOT ON UNPR07ECTED �IL)
CONTRACTOR SHALL MAINTAIN EXISTING STREETS FROM
DEBRIS OF DIRT,SAND,OR STONE AND SHALL BE
RESPONSIBLE FOR THE CLEANING OF SUCH ITEMS. AFTER
COMPLETION OF THE WORK, THE BUILDERS WILL BE REQUIRED
TO KEEP STREETS FREE OF THE SAME, AT THE CITIES
DISCRETION.
EXISTING VEGETATION:
BRUSH TREES
EROSION CONTROL FOR INDIVIDUAL LOTS
1. CONSTRUCT A GRAVEL DRIVE
2. CONFlNE ALL TRAVEL TO THE GRAVEL DRIVE
3. PRESERVE AS MUCH OF THE EXISTING VEGETATION AS POSSIBLE
4. IF TMERE ARE LARGE EXPOSED AREAS ON OR NEAR SLOPES A SILT FENCE
MAY BE REQUIRED
5. AFTER FINAL GRADING. SEED OR SOD THE YARD AS SOON AS POSSIBLE
6. AFTER A YARD IS RE-VEGETATED, REMOVE ALL TEMPORARY EROSION
CONTROL MEASURES
ALL AREAS NOT DENOTING PERMANENT SEEDING
OR FIBER BLANKETS SHALL BE TEMPORARILY
SEEDED.
RECOMMENDED EROSION CONTROL MEASURES
WERE TAKEN FROM CHAPTER 3 AS STATED
IN THE INDIANA HANDBOOK FOR EROSION
CONTROL IN DEVELOPING AREAS. ADDITIONAL
EROSION CONTR4L MEASURES MAY BE REQUIRED
BY INSPECTOR AS CONDITIONS WARRANT.
ANGLE FlRST STAKE
TOWARD PREVIOUSLY
LAID BALE
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STRAW BALE DAM DETAIL
NOT-TO-SCALE �CTION
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COMPAC7ID DIKE TO PREVENT
BY-PASS FLOW (6" HIGHER 'ItiAN
iN�er �o�cnoN)
6' 3' 8' 3'
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A
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7 STAPLE
PER SQ. YD.
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B
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1-1/2 STIIPLES
PER SQ. YD.
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7. 5TAPlES
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3.5 STAPLES
PER SQ. YD.
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STAPLE PATfERNS APPLY TO ALL NORTH AMERICAN � B
C�2EE�1 EROSION C�ITRI]!. BLANKETS. STAPLE �p
PA7TERNS NALL VARY DEPENDING UPON SLOPE `'► C
LENG7H, SLOPE G12ADE, SdL TYPE AND AVERAGE �»s
ANNUAL RPJNFALL. ��sp 8 C D
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SLOPE GRADIENT �
ER0610N �►'ONTROI. E�.�ANKET
�._-- STAPLE PATTERI�i GUIDE
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FABRIC DROP NrLEI' PROTEC710N
(TQ BE INSTAU_ED ARWND AlL CURB INLETS)
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SCALE: 1"= 80'
sE�� so� �o�cnoN ai�T
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PRAC7ICE �- �• ��R. APR. MAY .�JN. JUL AIIG. SEPT. OCT. NOV. DEC.
PE�IAN�1T A �///////////'-'///> '
SEEDING _
DORMANT B-,� ---------- 8----
SEEOIN6 '�
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SEEDING - - - - - E s////////'-� - - -- - -
sooaNC - - - �, �///f�(,(�/�/�--a - - -
- - - m�m � : : �-� _
MULCH{NG _ � ----------------
A� KENTUpiY BWE GRASS 40 ibs./AC.: CREEPING RED FESfXIE 40 Iba,/AC,;
PLUS 2 TONS STRANt MULCH/AG OR ADD ANNUAL RYEGRASS 2qba>/AC.
B= KEN7UCKY BLUE GRASS 60 Ibs./AC.: CREEPING RED fE3CUE 60 Ibs./AC.:
PIUS 2 TONS STRAW MULCH/AG OR ADD ANNUAL RYEGRASS 3pba�/AC,
C � SPRINO OATS 3 BUSHEI./ACRE
D� M1FiEAT OR RYE 2 BU8HEL/AL�tE
E� ANNUAL RYEGRASS 40 Ibs./AC. (1 Ib./1000 eq. ft)
F � SOD
G= StRAW MULCH 2 TONS/A(�tE
�///� � IRRIGA110N NEEDED DURING JUNE, JULY, AND/OR SEPT.
'�+ � IRRIGATION NEEDED FOR 2 Ti0 3 WEEKS AF1ER APPLYIN6 SOD
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'i°e No.195846