HomeMy WebLinkAboutC510 - STORM WATER POLLUTION PREVENTION PLANa
area s<heGuled for construclion is known as "Indianapolis Rehabilitafion Institufe" (hereinafter referreG to as the
vaperty is lacoted directly north ot Point Blank Shooting, 1,00� feet eost of Me raundabout between Pennsylvonia
t antl City Center �rivee in Cormel, Indiana, al a IatlNtle of 39'S9'OY N antl a longitude of 86'09'04" W.
M�DROLOCIC UNIi COOE (HUC):
05120201090040
IDENTIFICATION OF ALL RECEIVING WAlERS:
W.R Fertig Legal �rain is the ullimale rettiving woter for the project area.
PRE-CONS7RUCTION R!D POST-CONS7RUCTION ESTIMAIE OF PEAK DISCMARGE:
Pre-construclion 10-year Eischarge: 8.62 <fs
Post-consfmcTion 10-year discharge: 0.8] c(s
SPECIFIC POMT NHERE STORMWAIER DISd1ARGE WILL LEA�i 7HE SIIE:
Stormwater dminage from the site will be conveyetl by a proposed storm s r system to Ihe proposed wet
tletention ponq swro of the site. The deten£ion pontl will tlischarge vo a enforcetl concrete pipe to a 3fi" pipe
located along City Center �rive and evenWally route to the WR Fertig ILegalr �min
IDENTIFICATION OF ALL POIENTIAL DISCHARGES TO GROUND WA7ER:
There are no locatlons on site where surface water may be dls<harged inlo grounE wafer.
SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS:
me Nae�.oi ae�o�.�es co��e.�ano� se,���e (Nacs) web sa�i s�.�er ot nam�aeo� co��<r, i�a�a�a, md��oee� e�ook�<a�
silty clay loam and crosby silt loam are lacated on Ihe site.
The o-site soil will be UeafeG a ended by fFe geolecFnical engineer If fFe condltions a suitable for
fhe proposed construcfioa Remediair treatments may indude, but a not limited to, re aval af u suitable soil
antl backfilling wiM engineeretl materiol, Installation of a geofobric w�itFin or untler Me povement system, or
treatment of the subgrade with Ilme.
OESCRIPlION OF POIENIIAL POLLUTANT SIXIRCES ASSOqAIED 'MTI CONSIRUC110N ACTIN11E5:
The following potential pollutant sourres may be associatetl with constmction acYrvities on site:
i. Macedai sm,aae a as (mo�e sve��rc�auv des��roed beio.).
2 ConslmcHon wasteematerial.
J. Fuel storoge areas anE fueling slations.
4. Exposed soils.
5. Leaking vehicles and equipment.
6. Sanitary waste from temporary toilet facilities.
]. Liffer.
8. Wmtlblown dust.
9. Soil hacking off site from conshuction equipment.
The following conslructlon maferials will be staged or stored on site at vanous poinls during development of the
site:
1. Strucfural fill.
2 Plastic drainage pipe.
3. Concrefe drainage pipe.
4. Precast concrele manholes.
5. Rock rip-rap.
TEMPq2ARY AND PERMANENT STORM WAIER �UM17V MEASURES
STAIE ANU FEOERAL WA1ER Wr1LIT' PERMIIS:
None are required for [M1ls project.
LOCATION, DIMENSIONS, SPEqFlCATIONS, AND CONS7RUC110N OETAILS OF EACH STORMWAIER �UALIN MEASURE:
Aquaswitl (AS-9): Refer to the 6asion Control Plan Por location ontl the Site Details for specifications.
STABLE CONSlRUC710N EN7RANCE LOCATONS AND SPEQFlCATONS
Constrmtion entronces will be in place prior to any site constrmtion or demolition. Entmnces are shown on tM1e
e.o:m� co�o-oi aio�, .ere. m me e.os�o� co�o-oi oe�a�is m. ae�a�i:.
SmIMENT CONIROL MEASURES FIXt SHEET FLOW RREAS:
SFeef flow a will be protecleG by seeE and mWCF or Fydroseedinq Erosion conUol blankets will be insfalleG
�ioved a 5.ne�e <ne �rove e eeds s:i (no�no�mi �a �e,e�op. s�ic ve��e .�u be m�eaued ca a�e�e�e
setlimentation�irom leaving the site�Refer to Me Erosion ConUol Plan for locotions and Erosion
co�o-oi oe�a��is m. aem�i:.
SmIMENi CONiROL MEASURES FOR CONCENiRA1ED ROW i1REA5:
Rip rap outlel pmteclian will be provided �or all storm s we outlets. Rock check tlams shall also be instolled in
fhe temporary swales to promote channel sfablliTy. Refer�to fhe Erosion Control Plan (or locations and Erosion
Conlrol Details for details.
STORM SENER INLET PROlEC710N MEASURE LOCA710N5 AND SPEdFlCATONS:
The contractor shall install Inlet protectian in each Inlet in poved oreas. Refer to the Erosion Contml Plon Por
m�a<�o�: a�e rere. m e.osm� co�o-oi oeia�is ro. de<o�is.
RUNOFF CONiROL MEASURES:
No ruroff confml measures proposed.
STIX2MWATER W1IET PROIECTION SPE(]FlCATIONS:
Sfo�mwater outlets will be prolecleG by riprap aprons. Refer fo Me 6osion Conlrol Plan for localions and lhe
Erosion Control Details for detalls.
GRADE STABIL1ZA710N S7RUC7URE LOCATIONS AND SPEQFlCA710NS
Rip rap aprons at autlets will be utilized to prevent grade tlestabilizaTion. Reter to Erosion Conlrol Plan for
lacations ontl Emsion Conhol �etails for tletails.
SEWENCE DESCRIBING STORMWAIER WALITY MEASURE IMPLEMENTAlION:
1. Schetlule pre-wnsfmctlon meeling wifh bcal slormwater oufhority.
i�stou � �stti�tra� e�o-a��e.
Utifize roe gravel c nstmction entrance for iretollatioin oi the perimeter silt fence. Atld stone if needetl.
Post the NOI ot tFe enfrance. Atld protectlon m s to existing inlets.
Install staging aren fueling station, materiol slorage area and <oncrete tmck washoul.
Strip Me top sail and grade.
Complete Ihe cut ontl fllls an Me sile. Final gmtle ontl seetl the pond slopes. Install check tlams or stabilize
Ihe slopes wilh erosion conhol blankets.
Prior to building constmction instoll stone surfoce for paved a
Builaing paas lett dormont for m e than 15 aoys, must be temporarily seedea.
Start builtling c nstmcYion. Install staging a a for building materials.
Install storm sewer and other utilities. ProviCe Inlet prole<fion immetliafely upon complelion of inlel and
hstall riprap out protection prior to installing ouHets Final gmde and stabilize slopes when inlets are
imetloning.
seee me pe.�me�e. or <ne :�<e.
Complete utilily insfallatlon, curbs, paving and building construclion.
Install londscaping plant maleriol ontl stablllze oll tlisturbed o 0
Remove all erosion and sedlment conhol pracHres when areasehave a unifarm gmss cover.
rORING ANO MAINIENANCE CUIDELINES FOR EACM PROPOSEU STORMWATER pUALItt MEASURE:
impacted areas, os well as oll erosion ond sediment conUol devices, will be inspected every seven (]) calendar days ond
Fin 24 hours aRer a rainfall of QS inch or greater. RTere sites have been final ar temporarily stabilized or on sites where
ioii is unlikely Eue to winter rontlitions (e.g., site is coveretl with snow, me, w imzen ground exists), such inspections shall
conducfed at least once every month.
pections shall be contlucted and a written report prepared, by a designatetl antl qualifietl persan familiar with the lISEPA
DES Sform Water General Permit, this SWPPP. and the Project.
pection reports sM1oll be completed including scope of Me Inspection, nome(s) antl quafiflcations o� personnel making Ihe
peclioq fFe date of tFe inspecCion, obserwfions relating lo lhe implementaCion of Me SWPPP, anG any oclions faken as a
�,ult of'mcidents o� nonwmpliance noted during the Inspection. The inspection report should stale whelher the site was in
npliance oritlentlfy any incidents ofnoncompliance. The controctor shall keep a copy of the Inspection reports on site and
thaenlly for a periotl af lwo years fallowing cans[mction. The on-site reports may be requested by inspecHons conductetl
local Soil and Water Conservafion �isUicl.
RELEASED FOR CONSTRl1CTI0N
�.led for evidence of off-site sedimenl fro<king. Each conlracfor onE
Su6jec� �o compliance with all regula�ions �¢ Conslructlon Enlrance and other controls as described in this SWPPP.
04 S�a�e antl Local Codes
City of Carmel
`�jsv�� �\'��v�N�nl.��
�
onrE: 11 /19/19
Inspectors must evalmte areas used for storage o(malerials that are exposed to precipifalion. The purpose is lo ensure
thot moterials are profected and/orlmpountled so lhat pollutants cannot tlischarge fmm storage a s. Oii-sile material
starage a sed solely by tFe subject pmject a nsitlered to be part of the pmjecl andemust be 'mcluded in
the erosion �conlrol plans anE the site Inspection reporfs.
Soil Stobilimtian Inspect'ons.
Seeded areas will be inspe<ted lo wnfvm lhaf a heaHhy stand ot vegetafion is mainlained. The site has achleved linal
scamn�ano� o��a au a,aas a.e �o�a�ea .nn va�ame�c o, na�a o s<o�a ot �aeecana� .im oc iaasc �ox ot ma
bockgrountl vegetaHon tlensity. The density oi �0% or greater must be mainloinetl to be consitlered os stabilized. The
operator or their representalive will wateL fertilize, antl reseeE disWrbed areas as needed lo achleve this goal.
Eros'on antl Sed'ment Confrol Insoect'ons.
AIl <ontrols should be inspected at least once every seven (�) wlendar days and follawing any sform evenf of 0.5
mch or greater. The following is a list oi inspection/mainlenance practices thot will be used for specific conhols:
1. Geotextiles/Erosion Confrol Mats: Missing or loose matting must be replaretl o - nchoretl.
2. Inlet Protectio¢ Sedimenl should be removed when il reaches approximately onefehalf lhe height o( the (ence.
If a ump is used, sediment should be re ovetl when the volume oi the basin is retluced by 50%.
3. �Iversion Swales: Qean tlebris o other obsUuctions o eeded �amage �rom storms or normal consfrmtion
a«���ue: (��.e., <��.e .��s) snan ee .epa��.ea ��mmea��o�eiys
4. MWching: Mspecf for lhln or bare spots caused by nafural decomposifion or weather-rebled events. Mulch in
high troffic a should be replaced o regular basis to maintain uniform pratectian.
5. Sediment irop'eOAccumulatetl silt shollnbe removetl and the basin sFall be regarded to Its original tlimensians at
su<h point that the capacity of lhe impoundment has been reduced fo one-half of its original sforage capacity.
The re oved sediment shall be stackpiled o redlstribufetl 'm s that o e protecfed from e
6. Setlim nt Bosin: Inspect frequently to check far damage antl to e obstmctians a not dminishing Ue
effecYrveness o� the stmctures. Sedlment shall be r ved antl the96asin shall be regartleE to its original
dimensions ot su<h poiM fhat fhe capacity of lhe impounCment has been reduceC to 203 of ils original storage
copacity. The removed sediment shall be stockpiletl o redlsfributetl 'm s lhat o e pratectetl fram e '
J. Silt Fence: Removal af built-up setliment will occur when tFe sediment reaches one-Mirtl the heiqht of Ue
fence.
8. Sfoblllzed Conslmctlon Entrance: Periodlc regarding and tap dressing with addltional slones.
9. Straw Bales: Replace shaw bales that show signs af deterioration.
10. Vegetation: Protect newly seetled a as from excessrve runoff and hoffic wtil vegetaPion Is establisFed Establish
a walering and ferlilizing s<heGule, e
11. Good Housekeeping Litteq constmction debris, and constmctian chemicols expased to stormwaler shall be
preventetl from becoming o polWtant soume for starmwater discharges Urough screening of outiolls ontl tloily
pickup of Iltter.
In [he event [hat sediment e capes the c nstructian site, oR-site oc mulalions o� sediment must be removetl al a
frequenry sufficient ta m ativerse impacts. An e ample o� tFis may be Me siNation wFere sedlment has washed
info the street anE couldnbe mrried into lhe slorm sewers by lhe nexl rainfall and/or pose a safely hazard fo users
o( public streels.
MOG'fcaTons/Rev'sbns la SWPPP'
Bosed on 'nspection results, ony nece sory modification to this SWPPP shall be implemented within sev colendor
tlays af roe inspectian. A motli/ication is sary iF o onfrol m opemHonal procetlure tloesenot provitle
aGequate pollutant ronUol. All revmions sFall be reco�deE on a Rero�tl of Revisions witMin seven calendar days of the
nspectlon.
It is Me responsibillty of the apemtor to maintain effective polWtant tliscFarge confrols. Physical site rontlitions o
onhacfor/subconUacfor pracfices coulG make it n sary fo Install m onUols than w o�iginally planned Po�
omple, lowlized c enfrations af sur�oce runoR o ually steep a ould require additlonal silt barrier or
other shmtural conUols. Assessing the neetl for andr installing odtlitionaleaonUols will be a onHnuing
onhactor/subconhactor responsibllity until flnal stablllmtion is acFleved. Contmctors and subconhactors Implementing
this SWPPP must remain alert fo the neeE fo periodically refine ond update this SWPPP in order to acmmplish fhe
'mtended gools.
Nofice of Term nalion:
�omP�a��e o, �ne s�e w��n ine �e�e�a� �o�s<,���o� Pe,m< �ema��s �ne �e=Pa�s�e���Y � a�� aPe,a�o,s ina< na�e
submitted an N01 until sucF Yime as they have submittetl a Natice of iermination (NOi). ihe permittee's authorimtion
to discharge under the Generol Conslrucfion Permit terminates al miEnight of fhe day the NOT is signeE.
All permillee's must submit an NOi wiU'm Ulrty (30) tlays after one or more of Ihe following contlitians M1ove been
me<:
1. Final stabilixaHon hos been achievetl on all portions o� Me site for which Me permittee wos esponsible.
2. AnoMer operator/permiLLee Fas assumed conhol over all areas of the site Mat Fave not been flnally stabllized.
3. In resitlentiol c nstmction operations, tempomry stabilixaHon hos been completed ontl the resitlence has been
lransferred to the homeowner.
�ESCRIP110N OF PROPOSED POST-CONSIRUCTION STIXtMWAIER WALITY MEASURES:
Moinlenance requirements for the stormwaler quality measures which will remain in pla<e afler constmction is
omplete, a e described below. Refer to the BMP Operations and Maintenance Manuvl Por mare detailed maintenonce
requirements.
veaecocee swaie
Vegetated swales are designed to reduce polWtants and sedlment loods 'm storm water runo/C Slarm water mnoff is
tlirected inta Me swale which conveys Me mnoff fram Me site. WFile moving through the swale, r naff velocity is
greatly decreased allowing blofiltmtlon (uptake of whients by plants), infllhation (percolatian of water through the
swale s porous soil substrate), and sedlmentafion (selHing out of bler suspended particles.)
Permanent Vegeta£on
Topsoil will be placed in lawn areas anE seeEeE with grass, and graded nof to e reeE 3:1 slopes. ProposeE lantlscape
trees and shmbs will also be adtled TM1ese Bio a will acf a nahral filler strip lo M1elp improve storm water
quallTy. Tha vegetatetl o wlll alow the veloclfles�of etortn woter runoff, retluce eetllment runoff, antl retluoe
problems associated wiMemutl or tlust �mm bare soils.
Wet DetenCon Pond wth NaEve Banks antl Aeratar
A wet tlelention pontl detains storm water mnoff long enough for contaminaletl setliments to seltle ontl rema
tFe pond anE allow the waler in tFe pontl lo be ElsplaceE by fFe nexl r enL The sedlmentafion proress re s
particulates, organic matfeq and metals from the water whila nutrienfs a oved tM1rough blological uptake. By�V
�ovmd�e a„d �ecam�„e ��„ort wec Pa�ds �o�<,oi bam sm,m wace, q�ai�cv a�d a�o�mv.
Mechanlcal BMP (Aaua-swirl. etcl
A BMP stmchre will be Installed at the downstream end o( the storm sewer system, prior to the starm se er outiet.
The ot Ue BMP is to remove setllment oils antl floatable tlebris fram Me stormwater or to
tlischar a Y Pom tFe site. ' pri
ging
Gaotl Housekeeona
Gootl Housekeeping m uch a regular sheet s eeping, installotion of trash r ceptacles, ontl retlucHon in
fertilizer overspray canabe incorporoted by the owner ond/or occupant.
LOCAlION. DIMENSIONS. SPEqFlCAl10N5. AND CONSTRUCPON DETrllLS OF EACH STORMWATER WMItt MEASURE
The following items are stormwaler qualify measures fhat will be installeE tluring conshuction. These ifems will remain
n place after c nslruction is completed and ore considered to serve an mcidental funclion os post-canslruction
starmwater quofrty BMPs.
Oefenlion PonE: Refer to Erosion Confrol Plan for specili< location. The pond is a wel defenfion pond with nalive
banks antl aerotor and has the copacily to store 52 acre-feet Reter to the Gratling Plan Por the
geometry o! tM1e pantl.
VegetateE Swale: Re(er to Erosion Control Plan for speci(ic locations. Refer to tFe Grotling Plan for the geometry of
the swales.
Aquaswid: Reter to the Gratling Plan br specific locatian of the aquaswid unit. The aquaswid specified is an
9 unit Re�er to Site �etails Por speci�icatians and details.
�ESCRIP110N OF MAINIENANCE WIDEIJNES FIXt POST-CONSIRUCTION SrORMWAIER pUAIJTY MEASURES:
Mainlenanre requirements for the delenTion ponE, Aquaswirl, and Aqmfilter, which will remain in place afler
construction is wmpleted, are described below.
Post conslrucHon maintenanre requirements for Me vegelated areas tletenlian pontl, and Aquaswitl are to include
periodi< inspeclion as needed or of leasf every six months. SeCiment shall be Eisposed of off sile in a¢ordance wifh
applimble laws. Areas that shaw signs o/ erosion shvll be slobil'¢etl with erosia confrol blanket and/or seed as
nacea ary. Refer to Ue Operoflona antl Malntanonae Monuol Por tlelolled Inepaotlonnontl molntenonoe praoetlurea.
9. SEWENCE DESCRIBING Si(MMWAIER WM1T' MEASl1RE IMPLEAIENiAlION REIAIIVE i0 LANO-OISTIRBINC
ACTINIIES:
1. Schetlule pre-<onsfmcTion meeting wifh Cify of Carmel Engineering Offlce af least 46 hrs prior to land
disturbance.
2 Instoll constmetion enfrance.
3. lltilire Me gravel c nshmlion enhance for installalion of tFe perimeter sitt fence. Add stone If needed. Post
lhe N01 at the entrance. AdE protectlon measures lo existing inlets.
4. Instoll staging a ea, (ueling stalion, material storage area and concrete Uuck washout.
S Ship the top soil antl gmtle.
6. Complele the <ut and (ills on the site. Install <heck Eams or stabilixe Ihe slopes with erosion <ontrol
blenkets.
]. Building pods and tlisturbed areos left dormant Por more than 15 days, must be tempararily seeded.
9. Instoll storm s c Proviae inlet protecHon immed'mtely upon completion af Me inlet antl instoll riprap outlet
proteclion prior fo installing outlels Pinal graGe and stabilize slopes when Inlets are funcfioning.
9. Seed the perimeter of fhe site.
10. Remove all erosion and setliment contml practices when areas M1ave o uniPorm gmss cover.
10. LOCA710N5 OF PROPOg� SqL SiOCKPILES AND/OR BORROW/OISPOSAL
Exress soil shall be immediately sfockplletl anG seeGed anE/or removetl from the consfruction sife in
accordance with all applicable laws.
11. TEMPORARY SURfACE STABILIZATION ME7HOD5 APPROPRIATE FOR EApI SEASON:
SUaw mWch must be used as a minmum for the /or all disturbed areas fhat ore not receiving
onUol blanket ar permanent lantlscoping. Refer ta the Erosion Contml Detoils, wiMin the
Seasonal Soil ProtecYion Chart.
PERMANENi SURfACE SiABILIZAiION SPEqFlCA710N5:
A Loosen lawn area lo a minimum depth of fi inches. Miv soil amentlments antl fertilizers with
topsoil at rates specified. Organic soil amendments such as peat, composf or manure shall be
opplied ot 2" depM evenly aver soil antl incorporatetl 'mto the lop 6" of topsoil. Pmvide tertilizer wiM
percentoqe of niUogen required to pmvitle not less than 1 pountl of actual nifrogen per 1,000 sq. ft.
of lawn areo anE not less fhan 4 percent phosphori< acid and 2 percent potassium. Al leasf 50
percent of nitrogen lo be organic form. �elay mixing o/ fertllizer If plonting will nat /ollow placing of
planting soil withln a few days.
B. Ferlilizer for lawns: provide a fast release fertll'¢er with a omposifion of 1 Ib per 1,000 sq. ft. o!
actuol nitrogen, 4 percent phosphomus, and 2 percenl potosswm by weight.
C. Slow-release fertilizer for Uees anG shrubs: granula� ferfilirer e sisting of 50 percenf
waterinsoluble nitrogen, phosphorous and patassium mode up af a compasition by weight of 5
percent.
D. Grade lawn and grass a s to a smooth, e surtace with loose, unitormly fne texture. Limit
fine grading to a s thatrc�n be plonted wilh'melmmediate future. Remove trash, debris, stones
arger than 1 inchetliameteqaantl other objects roat may interfere with planting or mointenance
opemCions.
E Saw seed using o spreoder or eetling mochine. Da not seetl when wind velocity exceeds 5 miles
per hour. �Ishibute seed evenly over enPve area by sowing equal quantity in 2 directions at right
angles fo each ofher.
F. Rake seetl lightly into top 1/B inch of soil, roll lighlly, ontl water wiM o �ine spray.
G. Install erosion conlrol blankets as indiwted on fhe plan.
H. Protect seetle� a against e n by spreading clean, seetl-free shaw mNch after campletlon
of seeding operationse�5pread uniformly to form a<ontinuous blankel not less than 1-1/2 'mches
loose measurements over seeded areas.
I. Water newly plantetl lawn areas and keep moist wtil new grass is established Immetliately repair
any lawn areas dlsturEed by conslrucfion activities incluGing lree and shrub installafion.
J. Refer to the Erosion Conhol �etails, within the Seasonal Sail Pmtection Chort for timing of
lemporory anE permanenl seetling anE grass seed spe<iflcatlons.
12. LOCATION OF r1LL LO15 AND PROPOSED SITE IMPROVEMENIS:
The site will not be subGlvided: therefore. there are no indiviCual bts on lhe property. The Site Plon shows
the praposed site improvements.
EROSION AND SEDIMENT CONTROL SPEdFlCATIONS FOR INDIVIDUAL BUILDING LOTS:
Since the entire site Is under a single awnership, there are not any Individual building lots.
DESCRIP710N OF PdlUTANTS AND IHOR SOURCES ASSOGATED N1T1 iHE PROPOSm LANO USE:
TM1e proposetl lantl use erciol. The polNtants antl sources of eocM1 polWtant normally expectetl
from lhis lype o� land use are lisled belaw:
Pollutanf Saurce: Passenger vehides, dellvery vehides.
iype of POIWtant Oil, gasoline, tliesel fuel, ony hytlrocarbon as ociatetl with vehiculor fuels ontl
lubricanfs, grease, anliheeze, winESFieIE cleaner solufion, brakeSfluiE, bmke dust, rubbeq glass, metal
and plasfic fragments, grit, road de-icing maferials.
POINtant Saume: Commercial builtlinq.
Type of P011utanL Cleaning soWfions o solvenls, leaks from HVAC equipment, grif irom roof
drainage, aggregafe or rubber fragments from roafing ryslem.
POINIant Saume:Trash dumpster.
Type of Pollutanf: Cleaning soWfions or solvenls, liffer (paper, plastic, general re(use asso<iafeC with
disfribution operatlons), uneaten food produds, bacteria.
POINIant Saume: Parking lot.
Type o( POIWtant Any pollutant associated with vehiculor sources, grit from asphalt wea�ing smface,
bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement
de-Icing materials, paint fragments from parking stall stripes, c crete fragments, wind-blown Iltter
from off-site sources, elevofed water temperohres from confaclnwilh impervious surfaces.
Pollutant Source: Lawn antl landscape a
Type of POIWtant Fertilirers, soil, organicamaterial (leaves, mulch, grass clippings)
The anticipaled polWtlon sour es are the vehicles lhat will u e focility, including both delivery trucks
antl passenger vehicle tmfficcPossible pollutan[s inclutle oil,sgasollne, onH-freeze antl oUer
polWtanfs associated wifF vehlcular trafflc.
13. MAIERIAL HANDLING AND SPILL PRE�EN110N PLAN:
Solltl Waste Dlsposal:
No solid moterial, including building materials, is permitted to be tlischarged to surface woters o
buried o site. All sofitl woste moterials, inclutling tlisposable moterials incitlental to Ihe c nsfruclion
a«����ry, m�s� ee �oue��ee m o��ame.s o oio:ed a�mps�e.':. me �oue�uoo �oo�ame.s m�si ee
emptied periodically and the collected material hauled lo a landflll permitled by the Stale and/or
appropriote local municipallTy to a cept lhe waste for disposal.
A foreman o supervisor shoWE be GesignafeG in writing to oversee, enforre, anE Instmcf
mnstruction workers an pmper solid waste procedures.
Hazortlaus Waste:
Whenever possible, m nlm ze the use of hazardous materials and generation of hazordous wastes. AIl
hamrdous woste materials will be dlsposed in the manner specifietl by federal, state, or local
regulaPions or by fFe mawfacturer.
Use containment berms in fueling and mointenance areas and where potential for spills is high.
A foreman or supervisor should be Gesignofed in wriling to overeee, enforce anE instrucf construction
workers on proper hazordous waste procedures. The location of ony hazardous waste sloroge a
shoultl be indicatetl on Me stormwater pollution prevention plan by the operator following on-site 5
lomfion of tM1e facility.
o�st co�t�oi/orr-ste ven�de r.o�kmg:
�uring c nstruction, water trucks sFould be usetl, a eeded, by each contractor or subconUacfo� fo
reduce dust. After construcfion, the site should be stabilized to reduce tlusf.
Constmction haffic sFoultl enter and exit [he site at a Cons[mction Entmnce with a ock patl o
equivalent device. ilie purpose of the rock pad is fo minimize lhe amounl of soil and mud thatrls
hacked onto existing streets. If setliment escapes fhe constructian site, ott-site accumulations o�
setliment must be remavetl al a frequency sufficient to minimize offsite Impacts.
Sanicary/Septic:
Conhactors and subcontmctors must comply wiM oll stote and lacal sanitory sewer portoble toilep
or sepfi< sysfem regulalions. Sanilary facililies shall be proviCed al the site Ey each mnfra<tor or
subcontractor throughout wnstrucHon acfivlHes. The sanitary tacilltles should ba uTilizad by all
nshuctian personnel antl be s cetl regulatly. All expenses a cioted with provitling sanitory
facilities a e the responsibility af rMe contmctors ond subconhactors. The locatlon of any sanitary
facilities should be 'mEicated on lhe stormwafer pollution prevention plan by the operator following
on-site localion of soid focilities.
Water Source:
Woter usetl to establish ontl maintoin gmss, to contml tlust, antl far oMer c nshmtian purposes
ust originate from a public water supply or private well approved by the State or local health
department.
Equipment Poelinq and Storage Areas:
Equipment lueling, maintenan<e, and deaning should only be wmpleled in protecteC areas (I.e.,
bermed areo). Leoking equipment and maintenance fluids will be collected and not allawed to
dlscharge onto soil where they may be washetl away during a ram event.
Equipment wash down (except for wheel washes) should fake place within an area surrounded by a
berm. The use oi tletergents is proM1lbitetl.
Hazardous Moteriol Storoge:
Chemicals, paints, solvenls, fertilizers, antl oUer loxic or hamrdous materials shoultl be storetl in
their originol containers (if original container is not resealoble, store lhe proEucts in clearly lobeled,
waterproo( conlainers). Except Guring appllmtlon, the containere should be kepf in fm<ks or in
bermed areos within ca ered storage Pocillties. Runoff contoining such materials shall be collected,
removetl from tM1e site,Vand tlisposetl of in accortlonce with the fetleral, state, antl local regulations.
As may be required by federal, tate or local regulations, the Contracfor should have a Hazardous
Moterials Management Plan and/ar Hozardaus Materials Spill and Prevention Program in place. A
fareman o supervisor shoultl be Gesignated in writing to o eniorce, ontl Instruct c nsUucCion
workers on proper hazardous materials storage and handlingeprocedures. The bwlion of any
homrdaus materiol sfarage a s should be intlicated on the slarmwater polWtion prevention plan by
the opemtor following on-siteelocation of the storage areas.
Materiol Handling and Spill Preventlon:
❑iscM1arge af hazortlaus substonces o oil into stormwater is subject to reporting requirements. In Me
event of o spill of a hazarEous suEslan<e, lhe operafor is required fo nolify the Nalional Response
Center (1-800-424-8802) to prapedy repart lhe spill. In addltion, the operator shall submit a
written descripflon o� Me releose (inclutling the type antl o wt o� moterial releaseq the tlate of
the release, the c rostanres of the release, antl the steps to be taken to prevent �uNre spills)
to lhe bcal Soil anCuWafer Conservaflon Distri<t. The SWPPP must Ee revised within 14 calendar
doys okar ttia releasa to reflect the releasa, statlng tlis Informatlon abova olong wlth modlBcatlons
to m e the possibility of fuWre o s. Each conhactor antl subconfractor is esponsible
for <omplying wifh these reporfing requiremenls.
Concrete Washwt
All con<refe trucks waste malerial shall be complelely confained and Eisposed in acmrdance wilh all lo<al,
state, and federal regulations. A pit or contoiner Is required when deaning mncrete chutes.
Spill Response Plan:
Minor - Small spills that typically involve oil gasoline, paint, hydraulic fluid etc. Mlnor spills can be
onholled by the first responder at the discovery of Me spill.
• Contain spill to prevenf malerial from entering slorm or ground waler. Do not lWsh wilh wafer or
bury.
• Use absarbent materiol to cleon-up spill materiol ontl any subsequently contaminoted soil ontl tlispose
of properly.
Semi-signiflcanl Spills - Approximotely ten gallons or less of pollutont with na contamination of ground
surface walers. Minor spills can be generally conlrolletl by lhe flrst respontler wiM help �mm aMer
slte personnel. This response may require ofher operatlons fo sfop fo make sure fhe spill Is quickly antl
sa/ely oddressed. At Ihe discovery af the spill:
• Contain spill to prevent moterial from entering storm or gmuntl watec Do not iNsh witb water or
bury.
• Use absorbent moterial to clean-up spills anG dispose o( propedy Spills on impervious surfaces should
be contained with a dry obsorbent Spills o dayey soils should be contoinetl by conshucting an
orthen tlike antl shoultl be dlsposetl af a s possible to prevent mlgmtlon tleeper into the soil
anG growEwotec �ispose of contaminateG9soilsno absorbenfs properly.
• Contact 911 if lhls spi0 could be a safeTy issue. r
• Contact supervisors ontl designoted inspectors immetliotely
• Contaminated solids to be removed to an appmvetl landfill.
Mojor or Hazardous Spills - More than ten gallons, there is Me potential for tleath, injury or illness to
M1umans or mols or bas the potentiol for surfoce or grountlwoter pollution.
• Conhol o ontain the spill without risking bodily M1orm. Temporarily plug storm Erains i� possible to
prevenl migrotion of lhe spill 'mto the stormwater system.
metliotely conlact the local Fire Oeportmenl at 911 la report any hamrd moterial spill.
• Contact supervisors antl tlesignoted inspectors immetliately. Other c unty o icipal officials (CRy o�
Carmel Engineering �epartment) responsible for sform waler facilifies sFOWG benconfacleG a well. The
antractor Is responsible Por having fhese contact numbers ovailable at the job site. A written report
shoultl be submiltetl to the o s possible.
• As s s possible buf wifFinn2 hours of dlscovery, contact tFe �eportmenf af Environmental
Management, Offlce o� Emergenry Response 1-888-233-�]4& The following information should be
notetl for future reports to IDEM or the Natlonal Respanse Center.
o Name, adtlress and phone number oF persan moking the spill repart
rne io�ac�o� or ene :p�n
me ume ot me �v�u
Idenlification of the spilled substonce
Approximate quantity of the substonce tFat Fas been spilled or may be �urther spilled
o The duratlon and sour<e of the spill
Name ond localion of the damaged waters
Name of spill response arganimtion
Whal m e faken in fFe spill response
o Other info�rmaCionethat may be signifcant
Addiflonal regulation or requirements may be presenL A spill response pmfessional shaWd be consultetl ta
make sure oll oppropriate anC requireE steps have been laken. ContominateE solids shoWE only be
removed from the sife after approval Is given by Emergency Response.
14. ONNER'S INFORMATON:
Name: WB Development Partners
Atltlress: 4441 W Alrport Freeway, Suile 330, Irving, iexas J5062
Represenlative: Alex Benneft
TIHe: Principal
TeiePna�e: �zia� sss-siz�
OPERARM'S INFORMA710N:
Name: WB Development Partners
Atldress: 440.1 W Alrpwt Freeway, Suile 330, Irving, iexas �5062
Represenlative: Alex Benneft
TIHe: Principal
Telephone: (214) 699-513J
Pmt-CmeWctlm SWPP
1. �esttiption of Potmtial PdNlant smrces associaled with the proposetl land use.
PolWtant Source: Passenger vehides, ddlwry vehicles.
iype o� PdWlant Oil, gasollne, tliesel fuel, any hy.irocor�on o ciated wiM vehimlm fuels ontl
lubrimnfs grease, anfifreere, winds4�leltl cleana soWlim, Makesfluid, Make dusp rubba, glass, metd anG
plastic M1agmmts, grit, rood dricing materials
POIWtant Soume: imsM1 dumpster
r�pe or Pdwia�i: a���q :owi��o�: o� su��ts, i�t�g (pwg, piasi���, qe�«�ai re�,se o:so��atee w�cn
dislributim Weratims), uneatm foad producls, badsia.
aoiwm�c sow�e: �aw� a�a ia�ds�ape o.�s
T�qe o! PdWlant FerCJizas, soil, organic malerial Qeaves, mulch, grass dippings)
z Pos�_��s�N��o� s��wa�e, 4�a� �v meas��es
The slarmwater qudlly measures prcposetl with thls projecl are an Aquaswitl and a wet bottwn
detwtim pand mth natlre banks rnd aeratw.
Lacatim - Refa to Liatling Plon
b. �imensions - Refer to Gading Plan
Sizing cdmlafions - Re(er to bainage repat
a. oe�onea sae=�r�auo�s - aer� <o a-amaee .�ort
e. Corehuction �elails - Refer ta Gmtling Plan and Slle �elail Sheets
3. Sequence desaibing stwmwater quality meowre Implementatim:
The Aqua-Swirl will be installetl al the start o( wnstmctim tluring lhe utility crostmctlon phase of Ihe
project and will remain a permanenl water qudity feature.
The existing wet detaitlon pmtl will be evpandetl tluring the gratling phase and will remain as a
pxmanenf wafer quality fealure.
4. Stormwater quolity meawres to be implsnmtetl to prevent w mimmrze ativase Impocts to sheom and
riparian habitats.
The wet tletentim pmd with native banks and aerata ond Aqua-Swid will be used to remo�e sediment
�mm Me runof� befwe it Is tlischorgetl.
5. M Opaalion and Mainlmance Manual for all posf-wnsWctim starmwater quallly measures:
Please see the supplemaital O&M fa all required informatim.
WB DEVELOPMENT PARTNE
4441 W AIRPORT FREEWAY
SUITE 330
IRVING, TEXAS 75062
PHONE: (214) 699-5137
' ■
O AMEflICNN
■ STRUCTUREPOINT
iNC
�
]260 SM1atlelantl S�a�ion Ilntlianapolis,lntliana 06256
iEL 3t]Sa].558o I F� 3t].503.02]0
wwwsVuc�mepoin�.com
NDIANAPOLIS
2EHABILITATION
10SPITAL
260 CITY CENTER DRIVE
:ARMEL. INDIANA 46032
*� 11800754
STAIE OF
�Oiry�qiONAi c�o�o•.
�`L N. �
f��`
CERTIFIED BY
ISSUANCE INDEX
DATE:
0411712019
PROJECT PHASE:
DP/ADLS
REVISION SCHEDULE
NO. DESCRIPTION DATE
� CITY COMMEMS OS/29/19
2 CITY COMMENiS O6/24/19
3 QTY COMMENiS 07/15/19
Project Number 2018.02759
STORM WATER
POLLUTION
PREVENTION PLAN
C510