HomeMy WebLinkAboutMarch 21 2005 C6 Erosion Control SpecificationsU
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312 LAC 16 -5 -23 Spill reporting
Authority_ IC 14 -37 -3
Affected: IC 14 -37
Section
23
a A: ^:
owner
or operator <
( ) pe c,cr shall report c spills c: all or sa!rwdter as required by Tgbie No. 1
below:
TABLE 1
SPILL REPORTING REQUIREMENTS
IN Dept- of IN Dept. of
Size and Location of the Spill Natural Resources Env" Management
More *char 2000 gallons Of oii! or salt- No, more than. 48 hrs
water that is contained in a secancary after discovery of spill
containment structure approved by the
Dept, of Natural Resources
Mor e th., ',O1 .
^r ,0„C ga,lo:a of oii ar sa't-
Not more tf•ar 2
water that is not containec -,n a secondary hours after discovery
containment structure approved by the of sal
1
Dept. of . Natura Resources
Less tncr 10'20 cIions but mo-e tha -: 42 Not of more than 28 hours
c0 a s of
oil or
saliwc' r
9 �e, tha• is not +
Pifer the.
SP.' :
e c.Iec, c ecerac y coma nment
sc pprovec by the Dept. of
N tun
c Resources b,a is contained within
the bounacry of the facility.
More Tinian 55 cI'on
g , s oT of tnG-, is net No-, more cnc 2
o tuned within ,he bo n
< u dory o the ^tai's after discovery
coK, y. of the spit
Less thor 55 gallons of oil or sat- Not :,rare than 48 hours
water that is not contained within
f
a ' ter the i
d scov r
ey p
the bourdcry of a facility the spill
Any spill of ail or saltwater that Not more then 2
enters waters of the State. hours atte- discovery
o= the spi!I
Anv
f
P o scLwoter:
Not more ( a e than 2
1 ) that has not peen cleaned up hours after c'scover
r GcccrOOrcL with secilon 24 e` the spill Y
Of this ruie; or
(2; 'or which cleanup --cs net Deer.
started in accordance wLh
Section 24 of this rue.
Any spit: of less than 42 go Ions of No report red, -ca.
oil or 9CA% voter tact doee no; ester
waters of the State.
(d) Spills required by Tab�e I to be reper[ed to me Till Departn-.en- of Nat: "rat Resources
mus: ce reported to the Evonsv;Pe F'e,d Office by telephone at (8'i2) 47,' 8773, or by
facsimile at (812)- 477 -8952.
(c) Spits reql by Table 1 to oe - eported to the Indiana Depertrneri of i "rvirn-irn<er tnl
Mcneaemer- m.:st be reported to the Office of Lnv!ronmento Resconse at ;317)- 233 -7745 c,
(888; 233 7745 (to'I free In Indiana)
(a) Loc -i report ct e spit must 'nr!ude of o` t• e fo owl c riot or.
1 Tre home, ado -es,;, cnc ie :epncne r,u^°rjc" of the pe s:,r :. r :ak :"^ the ,e•ur',
2 re name ocS -ess, or: lee; ^one -.tie, - . ", e s_ ^, event .,,c. t-e
person making ;ne report.
3 The location of the sp!,!, including lease name, towrsnip, range and sea-ion.
4 The time of the spilt_
5. Tee dentif' gtiDI of the substance spied
5. Th.a opproxirincte quantity of the substance that has been spilled a- may be s^ r ?lied.
7. `he curctlon of the spill.
8 The source of the spill
9 ` ^e norne and
loaat!or of
waters
do•nc 9 Ec
0 The e
ce t;t c*
en Fes
Do ^se or qr
)' zancn iI
Y Fes anC.r
.0 tY1E I
9 S ,.
P
y
P
What measures rave been or will be uridertdKen to perform sp1 ! response.
i2. Any other infar,metior: that may be significant to the response cctier.
, �.
r ^t
Ne+,u Reso.,raes Com : r-t ' lss .t ar.r
. 312 IA 15-5-23; n z. -
C
f�I '
I,ea Sep:. "?, 2000, .,.3. PM: 24. iR
279)
312 IAC 16 -5 -24 Spill Cleanup
Authority: IC 14 -37 -3
Affected: IC 14 -37
Section 24
(c) An owner " operator shot! clear up soils of o;l, ` :uids :.on ±am ;natec vvit oil, or sc!tw
ctef
as required by t -.is section.
(b) or con,amlr-:ated oil the. conf:n +h
ea uric. L c secondary co cclnmer
structure or ccl:ected as req,lrecr ny Se.,t:or 22 of this rue c
le ,urt be:
1.
remove w thl seventy -two (72) hours;
2. placed in c nor - leaking storage tor.k; one
3. mot g d or disposed it accordance with Section 27(c) io this -u
(c; SaitwWer that is confined witn,n a secondary contai amen t str„ctu e or coliected as
requirec by Sector 22 of this rule mus+, be:
removed within severty two (72) hours,
2 placed '^ e non- iecking storage tank; cnc
3 disposed of ir,, accordance with Section 27(b; of Yris ,e"
(d ) PIu:d paced in c. non - leaking storage tank uncle subsea c ',b r s.,Dsectior (c) m,,;st
be disposed o .1 accordance with Sector. 27 or th's ,.le wi[ _r rry (30) Boys cater
discovery of the s; L'! ess addi :Iona' ,..n- •e opproec Oy th, c V's'cr.
(e) Sol's contcmi^o,ec with more t or (1) gc':o^ of o1 •,sus' be cleaned up as o'iows:
Soil ,-.qt meet tr :e ord_tnons to-�remediotlon Section 25(c) of this ruie may be:
+ Y
a. r mediate at the fa iity cs required by Section 25 Of tt s _U,O
b. app: ec to lease roads it accordance with Seaton 27! _-)(1) of this ruie; or
c. excavated and disposed of as required by Se for 27(d) of this ruie.
2. Soils that do not meet the conditions for re :mediatio.,n Sectio^ 25(c) of this rule
must be excavated and disposed o= as required by Sect on 27(e) of th s .;le.
(f) Sails contaminated wth se twote must be cieonec ,,p cs require,. „y Section 26 of this
rule.
I (g; Se. <_ ccntemtna ea with oI' that wilt. be remedicte under Section 25 of this ruse must be
managed to prevent cl s harge o oil ur.affectec so Or Ovate s Cf -,,e State.
(Ngturoi Resources Commission; 312 !AC 15 -5 -24; tiled Sept. 11, 2000, 3:31 PM:: 24 'R 280)
ONSTRUCTION ENTRANCE MAINTENANC
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE.
2, RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3" TOPDRESS WiTH CLEAN STONE AS NEEDED.
4. IMMEf !ATE ' REMOVE MUD AND SF 'VENT TRACKED OR WASy ^ ONTO
PUBLIC ROADS BY BRL'S--:IN OR S1h _PING. E JSHING SHOULD ONLY BE
'USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMTVTEDIA -ELY.
7
I
SECTION 1 - EMERGENCY RESPONSE NUMBERS
EMERGENCY RESPONSE TO ANY L' E THREATENING PROBLEM 911
FIRE DEPARTMENT 911
PC' -;CE DERARTM NT y, -
+ND!A:NA DE PAR M N-•T OF N,k JRAL RESOURCES 812 -477 -8773
ND!AN.A DEPARTMENT OF ENVIRCNM=tiTA_ MANAGEMENT 317 - 233 -7745
HAM!LTCN COUNTY SOT! AND WATER CONSERVATION D:STR!CT 3'7- 773 -1406
SECTION 2 - MATERIAL HANDLING AND SPILL PREVENTION PLAN
SECTION 2
Material Handling and Spill Prevention Plan:
in order to minimize tine release of potentie pollutants durng censtr_ct o : ,ne CD actors shall Implement this
A
mcteria F.
c ., ar,d i r
ev „
ern �.,
t - ..Crt ra qt of - +'
P shat revew
this
p!nr wT,n oil s, -,DCa ^tractor and
require tt ,,, ,..c
q y p erne ine pa, . as we .
1. Construction Equipment
ID P„el nc, lubrication and uias. Ali oFerat.ons invitivirc, the en, ,or, c ,.:ids to equipmer' should be cone
c -)e location, as aesancted by the genera: contractor, or geve!oper /owner, so That spills are ji-,jifec to one
c at!or on the site, which wi i fcci!'tate tne clean- r
�p c` sc'is. If a^ cnsr,e- f;.eJng tank Dionrec to be on
site, it shol: oe douc e walled and stored in ,his designed ,rec -his loco :ion is on area tnq- wul not d,low
sr'!ed `;,ids to migrate into subsurface se's n the ever. of a spill, the fluid wall •:mm:edicteiy be cleanec up
by removing the con :cminctec sot! cr stone, which shall De disposed p ed cf in an acceptable manner. Spills r.n
hard rf
s., aces sro I be soak
ed u o acceptable material P Y an P such as 0�1 Dry and the absorbent mgteria�
disposed of in o proper manner. The sp:i, snall also be reporter irni-nediately to the Cor,ractor's
Superintendent-
b. Equipment repair,
especially wre^ fluids m,at be removed from. the eyuipmen.t or ne eossibfilty of fluid
spas is nigh, snou;d always be done offste a: a facility that is more suitable than a construction site -.a
nano e sp:i!s. Woen equ,pmert must be repo red onsite "A should be moved to the maintenance and foe, ng
area if th r
esslb!e.
p O e ,v,s "
su cp :c r
c , se containers +
show( 6e o:a,; �'
eu under .rte equipment dcr;n air to
q p 9 repair
cater, any spiiiec f'u ds one these f'u ds sno is be disposer of in c proper mange
All reusaD!e fluid containers, such as g ,so,'ne cons, shall be ec:c d for h they e
^"r) oaks ncc,. ,Imo t.._y ore us,....
I leaks are fount, the fiLic shall be - emoved from the cortclner it
Q prope" mar rer and t ^:e can Glner
dispose-- of in or, acceptable ^ran -Ter. ElIp -y cisaosab :e cC-ltairer such cs grease tubes cnd Iubnccting o l
nna brake frulc _ rta hers, and t-rei eackac, n-, shalt ee d s"Iosec
ti pr'
Oer -r:cnnen and ^:a. no' oe e`t
on ire c -ours orv,
Poe cr ,he coastuci :or site.
2. Construction Materials and their Packaging
a Errosion contro measure showr c,n the sj L :ect pro;e-,t shat .,e e�pe• %er :ec ar;:�r to and d_-."c
, ,ni,.r !rtirr �n thi, pruner sec; ;enrlrr c m n rf,zr, sr.' ernsinn. EreS�c- - ontrcic spa) be ine �ectod arc:
4
mgirtanee as oescrioed e!sew-ere or the o Ens. Fxcessive eustir -i o' so' o^ the site shc! be m'�nim :zed by
•eau :'rq constn,ctinr treff'c -"Foss be -e sail d:,"Ing d-y and / or windy weotrer, cnd by o ;o' r,r water otl� :
F vi er
acceptobie dust coat al me ,Tres he ro _;por complc :or c corstruct:cr on„ su1L.b,e estabL st•,r -•errt of
cerrrcrori, vegetato -, ternpero'y eros,or c3nt:ol measures s,xt art !ence cn,ck cams .end :ii protect:o^
de -ices shn:l be. re'TrOVed Irr, c. r�a,rner to IT] rimlze additional lard dist ❑rbarce. Any areas cnc ;turned b these
Y
operations shall be properly revege :atec.
r. Large we =te mo-,crials create by cLti, snw,rt d;: or ,Kira, o � r
pe olio a: Dc orocer cis. cse.;
11 .,.,,Ia,)',e waste cd,.t :,I'e••.i. ''te ,,,-. s- :a' be cneckea at the end of the cc � .,
�. ;I r :ii :c�,.r :, ar a a.. waste
rrctc a s, nciuc ^a tnose blo"I _cross er oft trip, ,'r w "d +r l,, h,
.'.o .. ,•.ens Wfrere Coss ale - Ocrat:Drs sic^ .+,: ' y - picked -.- are eispcsed cI , : -t _-e
as so, y that r�... _ _I _ ca Fa _
spot r. area rctectea Trem wind and f <
P waste eariGles aoliectea cnd 4, -
espasec cf , regae ,:y to m r-:ize wine
disperse
PackCging used to irarepe meterels to the site for consiruct:on of the c;!i ;V sha!I be disposed of Drcperi
weather the materio Is taken out of its package and Y.
incorporated 'nto the protect lmmec cteiy or stored ons'.te for <u -Lre use Packaged
materals stored onsae snaL be inspected regularly and any loose packoging shell be repaired or disposed of
properiy.
Al, p
ct
C . G_wCit rl r.
e of c,.,rN +
t es she I - -
e .,, e it
9 cccordarge -
,p Pod
e�osipr. can'~
9 � � ac.'ces-
^ere Practices
P amt ees
P'
h
she Id final de the use of dl., bogs es Dandy Dirt Baas. The use of these *'types of cewatenrg devices
wit; remove large quantities of ss!t, sedimerf, Gnd dirt and prevent Lnese mct rir': storm e s is enter the s,a.,,. sewer
system.
,: the use c: _
me is used I:
to scDaze ine sa�
o" h .h
e e +. ,e cii co s-, �ticn equip er,t urea sra!I be
c!e nod of a! excess rngtera with Ovate :. ine maintercn_e one re'ue :inq area as shown within these pions-
e. \ trier, *,s and fertilizers shat! efriy be used to establish rapid vegetation. When these products are u, iiized.
the user shou d pay strict attention ic ,re products recomr- ie"Geo usage.
3. Concrete Waste Water
e Ali' concrete wastewater shall be disposed of in the designed area as c ;rected by the genera! contractor O-
dev toper /owner. n "s ere s to be 3' deep, 10' square pit as detailed on the Eros;cr Contra! Plan. This
area sho!I be ; nspected on a daily basis at ,, n;;nimum. 'Nnen. ;nis once bcccrr:c^ .nil the
po.lu.ents sha'i be
excoriated, placed n an acceptable con,a:ne- and disposed of in p roper manner.
4. Paint Products
Q A' excess pet and their re!q.ed produc',s sna'! be disposed tr,e mcrner whicl; rh act..~
e man fu ,. er
suggests. Under NO circurnstonces wit! pain'. or- their reiated products ^De cieoned or ndis-csed of in so'.,
., S
son'tary sewers, storm sewers c. de-,ent,o :n 5osins. An - -
y Vic'ction of this sha!' E reported to the job
s,.perntendert.
: , ire even
of arc deny t
I Y Ca❑ Cf "; r a '. G `f
Crts nnaui
c r
ode
T
',v .
remove .^r
cmrncn's
G F Pr
ate
ma nr er. - hp
,,e t^r.e ^:t s ,;u'Id ue ccntaccEd im:meH ate:y tc cater n,E if fu. -her measures ore
needed.
8
SOILS MAP
5_0II_'z_LEGENDr
CrA - CROSBY SILT LOAM
Mm B2 - MAY SILT LOAM, ERODED
Or - ORTHENTS
SOIL DESCRIPTION
CrA - CROSBY S'LT LOAM, C' TO 3 PERCENT SLOPES. THIS !S NEARLY LEVEL SOIL ON BROAD
PLAINS, ON RIDGETOPS N ROLLING AREAS, OR LOW DRAINAGEWAYS. BECAUSE OF WETNESS AND
SLOW PERMEABILITY THIS SOIL HAS LIMITATIONS FOR NONFARM USE.
ii MIAMI S'- LOAM. ERODED 2 TO 6 PERCENT SLOPES. THIS SOIL OCCJRS ON RISES
ON TILL, PAINS AND ALONG DRANAGEWAYS AND S R_AV --ERMEA<Y 5 MODERATE ON .17E
SUBSOI L AND MODERATELY SLOW IN THE UNDERLYING 'ILL. AVA! ABLE WATER CAPACITY IS HIGH,.
SURFAC R ,JNOFE 'S ME' IOM. T _ SURFACE LAYER OF THIS SOIL S FRIABLE ANG CAN BE T LLED
WITHIN A FAIRLY WIDE RANGE Or MOISTURE CONTENT HE MAIN SOIL FEAT 'RES THAT ADVERSLY
AFFECT ENGINEERING USES OF THIS SO!! ARE MODERATE POTENTIAL EROS ACTION, MODERATFLY
SLOW PERMEA.BI' ITl MODERATE SHRINK- -SWELL POTENTIAL, AND LOVJ STRENGTH. EROSION !S A
HAZARD DURING CONSTRUCTION.
Cr - ORTHENTS. THESE NEARLY LEVEL TO STEEP, DEEP, WELL DRAINED SOILS ARE ON UPLANDS
AND TERRACES WHICH HAVE BEEN CHANGED BY MAN. pERMEA8:LITY IS MODERATE TO VERY
SLOW, AND AVAILABLE WATER CAPACITY IS MODERATE. ,,HE MAIN SOIL FEATURES THAT AFFEC'"
N& NEERi:NG USES OF THESE SO "LS ARE SLOPE, MODERATE TO HIGH POTENTIAL OF FROST
ACTION AND MODERATE TC VERY SLOW PERMEA&I- Y. THE HAZARC OF EROSION !S SEVERE
PJRNG CONSTRv i -0N.
SECTION A - CONSTRUCTION PLAN Fi FI EWE
Al PLAN INDEX - SEE FRCSCN CONTROL PLAN
A2 1 1 "xl7" PLAT - SEE i x e 7 DRAW NGS ATTACHED TC HAI✓ILTOrN
CO. SWCD SUIBMlTTAL
A3 PROJECT NARRATIVE CCNSrR.i 'T;ON JF A TWO STORY OFFICE BUILDING,
ASSUCIA ED EARTHWORK ')NUERGROJND J ILiTIES, STORM SEWER,
U,VvErcGRC :,,.c STORMvVAIt . DE7L_JTIO'N, PARKING LOT AND LAN'DSCA =ANG.
a VICINITY MAP - ScE Sur_S MAP BEL CN
A5 LEGAL DESCRIPTION - SEE TOP RIGHT OF THIS SHEET
A6 A -
LOC LOCATION OF ALL LOTS S ANO PROPOSED SITE IMPROVEMENTS SEE
EROS!OPJ CONTROL PLAN
A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 0512020109GO5Q
AS NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NOT
APPL+CABLE
A9 SPECIFIC POINTS WHERE STORM WATER DISCHARGE LEAVES SITE - ✓,A 12"
STORM SEWER AT SOUTHEAST PROPERTY LINE.
A10 LOCATION AND NAME OF WETLANDS, TLA OS
, LAK ES AND WATER COURSES ON
AND ADJACENT TO SITE - NONE
All IDENTIFICATION FlCA TION OF A LL ECEI VNO WA TER S - H AVLR�
.1
r
K CREEK
W
,T_
,r R.
Al2 IDENTIFI A
C TION OF POTENTI AL DISCHARGE TO
GROUND WATER -
P r
r
r R .,S_ DUNDER
.,RO'
D S
ORMWAT t- -
R DE TE
r I
ON I -
ACILITIES-
A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOOOWAY FRINGES - NOT
4PP;'CAB_E
A14 PRE- RE CONSTRUCTION
ON AND POST CONSTRUCTION ESTIMATE OF PEAK
DISCHARGE (
10 YEAR
v' �„ • r e -
2.56
-
s
07Gpcst = 1.95 cis
A15 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED - RECREAtTONAL
FACi_!TY AND DETENTION FONT: 10 WEST, 1- -465 TO NORTH, PARK TO EAST,
RESIDENTIAL TO SOUTH.
A16 CONSTRUCTION LIMITS - SEE EROSION CONTROL PLAN
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER - GRASS /WEEDS, AND
BRUSF;.
A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BELDW
A19 LOCATIONS, SIZE dt DIMENSIONS OF PROPOSED STORM WATER SYSTEMS AWIN., -
SE: R , ,,
�_. D 4
C
A20 PLANS FOR OFF -SITE CONSTRUCTION ACTIVITIES -- CONS7RU."7ION OF
ASPHA_T SDE':h'ALK 10 MON'ON TRAL, AND STORM SEWER !MPRO'✓FMF,NTS A' Nov
CGYNLR OF 96TH STREET AND MON'ON TRA:!, AS iN'DICATEJ ON DRAW LNGS.
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /DR BORROW /DISPOSAL
AREAS - CON;RACTOi? iO HAUL EXCESS SOILS OFF SITE AT CONTRACTOR'S
DSC.RE T, OA
A22 EXISTING SITE TOPOGRAPHY rtA :iiN(; ri AN
A23 PROPOSED FINAL TOPOGRAPHY SLL GRADING PLAN
W2
)N
81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES P07FNTIA;
F;j,.TANTS FROM CON.,IRUC'!i; :N A''IIVIiY lU!'H AN A.SPIA_T FROM FA✓N'G;
:.Nr. :i ✓c.L rHL;M C.JRBIN :.,!DEWAtKS, OI . c:REASF. ANIIg1! /c GA,L.NIE
.;,N- S _L;LL r,R ✓M wN TR; 0,A EO 'FMENT SOIL EROSION; F- RDLIZER
AND PPS I"COES . RCM, LANDSCAPING AND Ash' SHOULD BE PROPERLY
A, rE.NDED TO TO REDUCE THE CONTAMINANTS FROM ENTERIN THE STORM
SYSTEM TRASH SH:) „LD B CLEANS: UP TO REDU,-E CLOG •N„ Or STORM,
SrSTEAS AND REDUCE FOTE, TAL BACTERIA ANDjOR OTHER 8.10LOv ^iCAL AGENTS
ERG~ _;A'. ER,`NG IN THE STORM S STr;ti ".
82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
RELATIVE TO LAND DISTURBING A C TI
VTIES -
1
1. RUCD Ov
, EVALUATE, MARK, AND PROTECT IMPORTANT TREES
A,'.D ASSOCIATED ROOT ZONES.
2, INSTALL PERIMETER BMF S SUCH AS SILT r"ENC!N!3.
3. r AP r E
NCRK
_
STRIP I
OP S
r.;
-•
_ B = �I N
J GRADING.
4. OFFICE BJILD!NG FOUNDATIONS
5 STORM SEWER - INSTALL STORM SEWERS SYSTEM, UNDERGROJNO
STORMWATER DETENTION, AND WLET PROTECTION AS STORM INLETS ARE
✓ OMPLETED.
A ::'!iL!NES _. COCRDiiNA'E IN'STAuATIO!v OF E+._ECTRiC" UTILITY LINES.
7. TEMPORARY SEED ALL 7iSTUPBEi AREAS.
6. PAVM NT -- INSTALL STONE, AN "? PAVEMENTS FOR PARKING LOT.
9. r1NSP GRADINU ANv PFRMANEE +I c'GSICN CONTROL - FfNiSH GRADE ANG
PeRA!ArtN ' S r Er ALL PRvpE:RiY P rcM= E, AREAS.
'. O. FINAL ELUIN r
_
M: __IE r
FINAL S�r.O I u
.
MAINTENANCE - MALNTAA ALL EROS,Ory AND SEDIMENT CO:NTRO! R RA� . ^TI
- _ ,,EJ
UNTIL ALL DiSTLREEL AREAS ARE PERMA'Nt :-Y SiAbi_`ZED.
83 CONSTRUCTION ENTRANCE rNT
SEE EROSION COROL PLAN.
84 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS SEE EROSION
GUI\ :RO L NLr ", "v
85 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS -SEE
EROS'ON CC'VTROL PLAN
B6 STORM SEVER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE
tRCS:ON CC.N'TROL PLAN
B7 RUNOFF CONTROL MEASURES SEE r:K�SIDIE, CONTP.CL PL4,.V
B8 STORM WATER OUTLET PROTECTION SPECS - SEE EROS;,,% CONTROL PLAN'
B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE EROSiOty
u..nix0:. PLAN
B10 STORMWATER QUALITY CONSTRUCTION DETAILS - _t ErcOS ON CCr TROD
PLAN
611 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON SE
SEASONAL SO!_ PRCTF-CTiON CHART
1312 PERMANENT SURFACE STABILIZATION'S - 5Er_ SEASCNAL 50!L
PRCTELTKDN CHART
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN -SEE TOF LEFT OF
Irl S,`IEE SHALL MEET THE REGuIp Mi V OF rAC 2-6.1. FO rOW
MATER; SA LTY DATA SHEET !MSw; GUii) LAES FOR CONTAM, NANTS
PRESENT ON S'TE
B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER
QUALITY MEASURE - "LL 5TO.RMWATER QUA L I T Y Cu1V ST,RUCTIO\ ,LF-4, S
815 EROSION Gr SEDIMENT CONTROL SPECS - SEE STORMWATER ER QUA± iTN
CONSTRUCTION 0--, ,'tS
SECTION C - STORMWATER POLLUTION UTION PREVEN77ON
PLAN - POST - CONSTRUCTION PHASE
Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE
PROPOSED LAND USE - PO N 'AL Pv_LUTANiS FROM POST -C NSTRIlCTiON
ACT'V;;Y SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE,
ANT FREEZE, FTC FROM 'VEHICLES ! NCLUDING HEAVY METAL FROM BRAKE PAD
WEAR, F=RT!,17E :RS AND PESTICIDES FROM LANDSCAPING MAINTENANCE SHOULD
BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING
THE STCRM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING
OF SORT ✓+ SYSTEMS AND R €DUE€ POTENTIAL BACTERIA AND/OAR OTHER
B1O; 0GiCAL AGENTS FROM ENTERING 'N THE STORM SYSTEM,
C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION -
SEE EROSION' CONTROL SHEE
C3 DESCRIPTION OF PROPOSED POST- CONSTRUCTION STORMWATER QUALITY
MEASURES - SEE EROSION CONTROL SHEET.
C4 LOCATION, DIMENSIONS, SPECIFICA77oN,S, AND CONSTRUCTION DETAILS OF
EACH STORM WATER QUALITY MEASURE - SEE EROSION CONTROL SHEE7
C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION
STORMWATER QUALITY MEASURES - THE STORM SEWER 'INSTALLED IS TO eE
?dA!NTAINED BY OWNER, ROUTINE ,'NSPECTION AND MAINTENANCE AS REQUiREE.
REPLACEMENT OR CLEANAG (REMOV`NC S @vlMENTSS, WEEDS, TRASH EEC.) OF
STORM, IN ACCORDANCE WITH MARION COUNTY" SWC✓"
EROSION CONTROL NOT
r r
�
1
S PLAN, I I
S
DESIGNED A
D S AN
A tMP
iC PREVENT ��. ANY AWL, ALL
S DIM NT RCM LtAV +NO T! C0NSTR C'!ON I_ UY WAY Or EROSION.
iF E ROSICN OF SED MEN_ FROM Tr ?L IAK,NC PLACE, THE
CONTRACTOR ANC /OR OWNER SHAD TAKE PREVEtiTAIVE ACTION
MM_D: --LY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS
HAPP_NS.
TEMPORARY SEEDING IS I C BE AP P : i" AN' GRADE( AREA THAT
WLL
FMAuN UNALT -RED
IN EXCESS OF 20 DAYS
PERMANENT SEEDiNu S 10 BE APPLIED IMMED',ATELY -0 AREAS THAT HAVE
AC.,,IEVED FINAL AND IN'SHEID GRADE.
PRESERVE EX STING VEGE_A :O"N ON THE S'TE W^ENEVER AND INHERE`✓ER
POSS BBL 10 PREVENT TOPSOL EROSION.
ALL SEDMIEN7 CAPTOR NG MEA IMPLEMENTED .
S RES SHAt ! ^� T
_ B
PRIG.. 0
Tif LSTURBAV'CE 0= THE CONSTRUCTION AREA THEY ARE INTENDED TC
SFR r ;CE.
AL RGC; ION CONTROL. MEASURES
PROPOSED v rD
AR E TO BE P v
P-
pL m
MAN AN -D TO CONTINUE T E' r -F T r c
H� R
NEN S,..
IF CRA_INO OCCURS DUk!N'G THE MON'HS OF CcM3E
EEBRJARR, JANUARY OR
DORMANT : JORMA.N' SEEDING PROCEDURES SHALL BF USE-.
-RING DIRI WEAT- .R KEEP LAWNS WAT=RE \A/!7H C R'N:K'_rRSZ CR C ER
APPROVE,' M�THODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGE:;
A' NTERVA'_S AS MAY BE REQUIRED ACCORDING TO SEASONAL COND':TION
AND /OR CONSTRUCTION A.CTIVTTY. WATER GRASS AND ,X-CUTE NECESSARY
WEFDiNc UNTIL ^U'__ STAND OF GRASS HAS BEEN OBTAINED.
;Hr
F -
MP_M
\TATtON AND MAIN i ENAfJCt 0= THE EPSON CONTROL '.S THE
SOLE RESP. ^,NSIB;L,TY OF THE CONTRACTCR AND /OR CWNER
SHALL B' 'FE CCN T RACTCR'S ANC /CR OWNER'S RLSPONSiBI-ITY -10
IJINIMIZL `_ MEr \'TA ?iOiN (FROM ON SIT CONSTRuCT':ON .A:1 bi IES% -R.-
BFI \G DF?C 7FF, ONTO ADJACENT PRO "' "'- r-
JPtRI�tS AND RE„JJiNG
STREAMS, /D -C! FS IN STRICT CJMP'_iA.NCL WIT I "RI:LE 5" (327 IAC 15 -5,
CC NS'RJC ICN ACTIV:T," SIORV WATER RUNOFF CONTRO_) SHAL_ ALSO
E L t:_ CONTRAC'IO:R'S AND/OP OWNER'S RESPONSIRI- Y 'O JBTAI^, ANY
APPROVA_S REQJ!R FROM 1r7L _0 CA_ AIT1,I0R17Y AND TO >UBMIT A
CCVP ETE NCT ,F „r INTENT I E l'FR GI OF WATER
MANACLMLN7 INL)I NA r:,,
L AN, DEPARIME� :NT C _ :N✓.RO \MENTAL MANAGL41LN' �'r I '�
3.On
TO ANY CONSTR:iCT10N ACTIVITY..
FOR S-ASONA_ VARATON'S JrL SLASONAL SCI, PROT=CT!ON Cr-AR; IN
7LESE PANS.
PERMANENT SEEDING SPECIFICATIONS:
') AI; DIS'uRBFID IAWN ARrA> SHALL RLCLIVL PERM.ANEN- SEEDING
MVEDATEI_Y
i; F I L),., .6L'% LAWN APA ,O HA' ✓E A MI ^,A`,)V C,v C-{E_,
T')i'S; ! (Cc'+vl�'A;.' i U I H C,(N SS',
REASONABLY FREE CF SUBSCI'_, CLAY LUMPS, STONES LARGER THAN
_h" EXCLSSIVE QUANITTIES OF SMALL. S-ONF /GRAVEL, BRUSH AND
CT�ER TER.
4) SOLVE ANY SURFACE OR S. BSJRFACE DRAINAGE PROBLEMS AND
CONSTRUCT PERMANEN7 EROSION CONTROL- S RuCTURCS.
PER: ORM -HE MA,CR EiLc :NG, S,iA.P,NC AND SMCO -r'NC- OF
GULLIES OR
ERODED n
DED AREAS.
S
-
CK J r "
AND N TRi N, ��1F.
S. F \ F � T n a SCL TC T-. - r_
PRCV:DE FERrIL.ZEr' AND SCI_ A :MENDM =ITS AS R_GUIRED TC
MEE / XCEE 1 M,NIMUM R=O:; REMENTS AS SUGGESTED ON S01'_S TES-
RESJ S FOR LAWNS.
7) WORK FFPT,LIZER AND SC ' L NUTR c NTS INTO TOP 2 -3 INCHES OF
TH= TOPSOIL WTH A SMALL D.SK, HARROW OR RAKE OPERATED
ACROSS THE SLOPE AS MUCH AS POSE LE,
RG TH. E T JPSI8j L WITH A WATER 9A; LAS" RC'-LER WECHINIG i DC
TO 301 POUNDS DEPENDING ON SOIL _YPE ROL.- WITH, TCPSC ;i IN A
SEMI -DRY CONDITION IN TWO 01POS7E DIRECTION( (RIGHT ANG-ES).
9) RAKE OR SCARIFY AND CUT OR FILL ,R' - LARITIES -AT DEVELOP
AS RECJ:RED AND AGAIN ROLL •,N ; iL AREA !S TRUE AND UNIFORM,
FR: ROM _uVPS, DEPRESSL,NS AND 'IRREGU_ARTIES.
i0j SC4V SEED %4'ITH ADEQUATL EQll:'PMENT A` A -'ME `WHE'd LITTLE OR
NO WIND iS SLOW;NC. BROADCAST HALF CF SEED IN ONE D!RE0TICN
AND -:E OTHER HALF N . H o RE - r +:
' THE OPPOSITE DI. �C r:, (R:GH o,'N .ES)).
'? OVER SEED TO A DEPT OF �4," BY RAKING OR HARkrUMNG.
�I OC „T A L ., LAY__R OT STRAW OR HAY MGLC! A A RA-_ Cr 1
TONS - ACRE. a _Y TACK !LR iO STAB Lr f✓,.,,_..! -i.
2 H'YDROSEEDiNG IS ACCEP,ABLE Mc i,'v':i O _ ECiNG.
13 REEF TCPS01- RE I :'✓E':Y MOIST LIN :_ LA'4N IS ESTABLSHED.
4; R S AREAS THAT DO NOT SHOW' PROMP- GERM NATiCN AT 14
DaY !NTERVA_S _NTii_ AN ACCEPTABLE STAND OF GRASS IS ASSURE'.
15 ALL AWNS SHALL BE U',ARA TEE,' HAVE 4 Ei,11_ „ ORM
STAND CF .ACCEP -ABLE GRASS AT END OF ONE YEAR GJARANiEL
R': ., vv - L G BAR. SDOTS ^OMPR,S 'N MORE 'HAW 2� AN`
LAWN ='EA. AN' AREA SO NCTEP 'N-L B:= REWORKED uN 'IJ AN
S,AfNU Ci G ASE LS7A3 SH- -_.
16) ALL 'LAW NS 'G Lst MAINT.A _ED UN FINAL NSPE ON -"
LANDSCAPE DESIGNER Bt,i NOT LESS :FAN 50 DAYS FROM TIME OF
INSTAL LA',!ON. MAINTENANCE O INCL DE 'WATERNG, 'WEEDING,
CLLT /ATiC:N, Ml,t IL NG, VO',NING AND A' OTHER NECESSARY
CPERATONS REQJ.RED FOR PROPER ESTABLIS- VMENT, OF _A'W
S AB': RATION
PRA ICE: JAN. FEB. MAR. APR. MAY JLNL NLY AJC. SE?T.00T. Na, DEC
PERMANENT A *✓✓ /: /� / / -_ - /I /'A
SEEDING - - j
DORMANT El 9 g-�
S -EJ,NG ea•r•
TEMPCRARY C �- ____D -0
SEEDING * / / / / / / //* i9
-
SODDING . / / / / /I / / / //. Iii -
- __ D
V LCHING
A = KENTUCKY BLUEGRASS 4e LBS /ACRE; CREEPING RED FESCUE 40 LSS /ACRE;
PLUS <^ TONS S ?RAW MULCH /ACRE, OR ADD ANNUi L REGRESS 20 LBS /ACRE.
B = KENTUCKY BLUEGRASS ED LBS /ACRE; CREFPING RL "D FESCUE 60 LBS /ACRE;
PLUS 2 IONS STRAW MULCH. /ACRE, OR ADD ANNUAL REGRESS 30 I9S /ACRE.
C = SPRING OATS 3 9uS-iEL /ACRE.
D = W -:EAT OR RYE 2 B!JSHEL /ACRE,
ANNUAL RECRESS 40 LBS /.ACRE. ;1 LBi-000 SQ. FT.)
= SOD
d = S_RAw M 'LC-1 2 ONS ACRE
* /I /* !RRIGAI ON NEEDED DJRWG JUNE, JtJ_Y, AND /OR SEPTEMBER.
+ !RR,9ATTON NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD,
SEASONAL SOIL PROTECTION CHART
LAND R o ; -
Pa o* the Soi,thwest Gucirte of Section 12, Towrnh:p 17
INo th, Range 3 East, Hamilton County, ird;anc, beinc more
part cu :arty described cs follows.
Commercine ct the scuthwesi corner c# the Southwest
Quarter Of Se or 12, Township 17 NC-t-), Range 3 E^ust,
Hi r :Ito Cou ,*,, rd cnd; tlhe.r,ce So tr 89 decrees 13
min tes 0 p h h=
2u s Gods F
s (assum:ed
earin�' or sc...:,
yl
h,r, e. f K ,
of said Sdutnwe�t �,;,drte• d d'sta ^ce o �CJ.95 feet to
the southwest corner cf the reel estate described in
Instrument No. 94 -49929 in the Office of the Recorder of
Ham'11.on :county, .nd•ane; thence North 00 degrees 12
z
rr cute r.
s .,
seco ^ds tves: o-: h of ^
the west s� ,e
�c d .,al
estate 50.0" feet to the southwest corner of the real estate
described ir. Instrument No. 95- 22172; 'thence the fol owing
seven cats Clang the perimeter of said red estate. 1.)
c - o
z
�c :.th - I
8., degrees 1., min •��
utes 20
records I-
`� `. _. �G G..,I WI.,,
i
,he so.:-h G ^e o, said Soatt' :west O,�Cr ;e- ., d is-ance o`
905.02 f et;
e.. , 2.1 North 79 de ^r ees 47 inut ^
52 seconds
d
S
t"
' f
East O h
d �tL. e ,, 3 .56 lee, r� the Pont or deC rrc of
to here n cescr "bed real estate. 3.) N) th 00 deg ees 46
, nutes 40 seconds east a d:stone" of 39.20 fee, -c C
tangent curve having a radios of 98.50 feet, the eci,, S
pC;nt of w h c~ bears Sct,th 89 degrees 13 nn:nutes 20
i
$ r' n .. .. H
e, aria
s. 4 ,,rt
,ter! , on sue, � r ,A
arc � slur.'
y _e o`
69.98 feet , tO ,. .,o rt of reverse curvature o` a c ve with ^
sec ;;,s of 230.DC feet, the radius po'e't of wh c'n Ors Nort-
65 degrees 78 minutes 06 seconds West; 5.) nortnerly on
9�
sa;r, curve a
do r
c distance a` 1
9�z.9� fee;
to c paint of
reverse a r
u Nature of a curve with c radius o` 58.50 net,
the ra
du
s Qo:nt of wh : h
c bears North 65 degrees g s 43
.,n i
notes 01
seconds East; 6., northerly on saic curve cr ar(:
c sta, ce of 46.54 feet 'o c tangent line; 7.) North 21
degrees i 7 minates 39 seconds East o distance of 1 15.75
foe. ,.
rc ',h c, south ri h -, -
t cf w
o line f '
9 Y
o inters
tote !-li hwov
465 t ,., 9
per LS h.. -465-4(
r �. plods for p�ojeG. :28� 127, hence
the fO!icw ; ^c two cc is on said south ric-of - way ne: 1.'
South '` 5 ce' reel 42 r it + . r c+ Y az
g uses b seco Ids Ec_', 23C.9� fee:;
2.) Soit- 69 degrees 12 rnlr.ttes 35 seconds Las: 10'.99
feet To the no rweSt corner of the real estate described
r- strur-e.,. iNc. 95- `.,3232. ,hence me ci:,ow :rc; `Iva ccls
along ine pe-:m:eter of said real estate, ) So[,tn, 22
r
decrees 36 , u'es 31 seconds West 90.72 fleet; 2.; Sour
37 decrees 54 r,);-'utes 3/ seconds West 79.78 'cc!,; 3.1
South 4d aegrees 42 rnir.utes 46 seconds Wes' 8G.56 feet;
4, Sr.) :th 66 degrees 34 rninutes 37 seconds West 8'.23
`eet; 5.; Soutn 79 degrees 47 rT,inutes 52 seconds `Nest
118.76 feet ;o the point of uey. Irving, cortcirinc '.92G
acres, more or less.
/�J�EPLF a "'!i''
�' "'k
P
l ,Nib
C
a
u u,�
2-
e -
P
c
P
�). _
y\S� \� "
i -_
II
I
�5,ll 8" MIi'IMU
2 " -3" CLEAN STONES^
^EnT - -
�E�IEXII
t
t L NER � i
CON
STRUCTION ENTRANCE
(NO SCALE)
M'N __
'.2" FIITREFx
cR SOCK
F_ `� : iWWW ^ILTRfxX.COMI
�'',1i BERM
i to K r:
; STAKE (TYP_)
D i i
PIN l , :)
SEC'ION J
1 l,` ,_ 1�,� j
_l._ , - 10 U: L. PLASTIC
�_.... .In NG :O aX- .NC
�'� I To f _7REXX . ~_TER
rA-H & FLAGGING PLAN SOCK
ON ALL SIDES
1
D MIL. P-ST :C ,STAKE (-YP.j
ININGI c2" R_TRON
-� 4ILTER SDCK
" SECTION
':r3 -aERM
NOTES:
1. LOCATION TO BE DETERMINED BY CONTRACTOR.
2. DRY CONCRETE IC BE REMOVED FROM S'TE
PERIDD!CALLY AND DISPOSED G= BY APPROVED
METHODS.
3. THE CONCRETE WASHOUT SIGN SHA'_L BE iNSTALLEC
WITHIN 3GFT. OF THE TEMP. CONCRETE wAS11OUT
FAC ! 7Y.
CONCRETE WASHOUT
T`•'P: '9ELGW GRADE" NJT TO SCAB»
4/8" TREATS^, PLYWOOD 48 "x24"
- A NTED WHITE
r`/Til Ij BLACK LETTER E" HEGPT
NC� Ei
hAS'- ~ :C'U ,,0.5" LAG
SCREW
5
it II
I; III /W000 POST 3- x3 "x8'
3' 1f jL
L
1
CONCRETE WASHOUT SIGN
NOT TO $GALE
CONTACT PERSON FOR EROSION
CONTROL AND SEDIMENT_ PRACTICES
WEIHE ENGINEERS, INC. i
10505 2VORTY, COLLEGE AVENUE
1 INDIANAPOLIS, INDIA.'VA 46280 I
TELEPHONE: (317) 846 -6611
CONTACT PERSON: PATRICK CARL
:
.J
-WARNING -
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
FOR ALL OTHER INFORMATION
SEE SITE LAYOUT PLAN AND
GRADING & UTILITY PLAN.
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