HomeMy WebLinkAbout[1] 2017.02968.CE.C510.SWPPP-C510.r ueuc:
The area scheduleG for constmction is known as "Carmel Hotel and Office DevelopmenP (hereinafter referred to as the
'PropcP).
PRWECT LOCAl10N�
The property is located along Illinois Street, beMeen 116th Sheet ond Cartnel Drive in Carmel, Intliana, at a latitude of
395]'S6.32" N and a longitude of 86'09'32.91° W.
1. HYDROLOGIC UNIT CODE (HUC):
05120201090040 & 05120201090060
2. I�ENTIFICATION OF ALL RECEIVING WA7ERS:
White River - CarmH Creek is t�e Ntimate receiving water for the prqe<t area.
3. PRE-CONSIRUCTION RND POST-CONSTRUCTION ESTIMAIE OF PEFK DISCHNRGE:
Pre-constmction 10-year discharqe: 13.33 cfs
P09�-0009tNCtl00 �0-YGOf d19ChOf9G: 'J.4$ Cf9
4. SPECIFIC POINT NFIERE STORNWAIER DISCHARGE WILL LEAVE lHE SIIE:
Stortnwater tlrainoge from tM1e site will be canveyed by a proposed storm se er to dry detention facilities. The dry
tletention focilities ore located along the eostern pmperty line. The dry detentian focilitiea will tlischarge to an
exiating atarm systam Mat flow !o tM1e soutM1.
5. IDENTIFICATION OF ALL POTENTIAL DISCHARGES TO GROUND WATER:
There are no locafions on sife where surfoce water may be tlischorgetl inio grountl waler.
6. SOILS MM INCLUDING SOIL DESCRIPTION AND LIMITATIONS:
The Nahral Resources Conserwtion Service (NRCS) Web Soil Survey of Hamillon Counly. InEiana, inEi<ates Brookston Silty
Clay Loam, 0 fo 2 percent slopes (Br), Crosby Silt Loam, Fine-Loamy Subsoll, 0 fo 2 percent slopes, CrA, ond Miami Sill
Loam, 2 top 6 percenf slopes, eroGeG (MmB2) are IocafeG on the site.
The on-site soil will be treated as re<ommendeE by the qeotechNcal enqineer if the conditions are unsuitable for
the proposed <onstru<tion. Remedial treatments may include, but are not limited to, removal o! unsuitabb soil anJ
backfillinq with enqineer<d mat<rial, installation of a qeofabric within or under the pavement system, or treatment
of the subgmde with lime.
]. DESCRIPlION OF POIENIIAL POLLUTANT SOURCES ASSOCIAIED N11H CONSiRUC110N AClIY1lIES:
The fallowing potential polWtant sources moy be associated with conshuciion activities an sife:
1. Moterial storage areas (more specifcally tlescribetl below).
2. Consiruction woste moferiol.
J. Fuel storage araas antl Poeling stations.
4. Exposetl soils.
5. Leaking vehicles antl equipmenl.
6. Sanilary waste from lempomry foilet facililies.
]. Litier.
8. Windblown dust.
9. Soil tmcking off site from constmction equipment.
The fdlowinq constmction materials will be staq<d or stored on sit< at wrious points durinq development of the
site:
1. Shuctuml fll.
2 Plastic drainoge pipe.
3. Conaete Erainoge pipe.
4. Precast concrete monM1oles.
5. Rock rip-rop.
8. IEMPORARY AND PERMANENT STORM WA7ER WALITY MEASURES
STAIE AND FEDQtAL WAIER OUFLITY PERMITS:
None are requireE for lhis project.
LOCAlION, OIMENSIONS, SPECIFlCRTONS, AND CONSiRUC110N �ETAILS OF EACH STORMWAIER WALItt MERSURE:
Refer to the Gradinq & Utility Plare !or locations of each stortnwater quality measure and the Site Detoils.
STRBLE CONSTRUClION ENIRANCE LOCAl10N5 MID SFECIFICAl10N5:
Constmction entmnces will be in place prior to any site constrvction or tlemolitioa Entmnces are sM1awn on the
Erosion Contrd Plan, refer to Me Erosion Contml Details Por tletails.
SEDIAIENT CONiROL MEASURES FOR SHEET FLOW MEAS
SM1eet Flow areas will be profecletl by seeE antl mWCM1 or M1ytlroseetling. Erosion conirol plonkels will be instolletl
on slopeE areas where lhe slope ex<eeds 6:1 (horizontal to verti<al). Silt Fence antl Coir Logs will De inslalletl to
prevent setllmenlalion from leaving the sile. Refer lo the Erosion Conlrol Plan for lowtions anE Erosion
Control Details for Eetails.
SEDIMENT fANiROL MEASURES FOR CONCENiRAlEO FLOW MEAS
Rip mp ouHet protection will be pmvided for oll storm sewer ouHets. Rock check dams shall olso be installed in
the temporary swales to promote channel stability. Refer to the Erosion Control Plan for lo<ations and Erosion
Contrd Details Por details.
STORN $ENER INLET VROIEClION MEASURE LOCAlIONS AND SPEQFlCAlI0N5:
The conhactor shall instoll inlet pmtection in eacM1 inlet in paved oreas. Refer to tM1e Erosion Contml Plan for
locotions and refer to Erosion Control Details for tletoils.
RUNOFF CONTROL MEASURES:
No runoff confrol measures proposetl.
STORMWATER OU7LET PROlEC710N SPEdiICATI0N5:
Stortnwafer outlels wlll be prolecteE by riprap aProns. Refer to the Eroslon Conlrol Plan for lowtions anE the
Eroslon Control Details for tleta0s.
GRFDE STABILIZRlION SIRUCNRE LOCAl10N5 AN� SPECIFlCAlIIXJS:
Rip mp aProns at ouHets will be utilized to prevent qrade destabilization. Refer to Erosion Control Plan for
�OCOilOf19 OOE Ef09100 CW�fOI DtI01I9 }Of EG�OII9.
SEQUENCE DESCRIBING STORMWAIER WALIIY IAEASURE IMVLEMENTAlION:
Preconetruction ActiNty
• The exact lowtions of oll exiating utilities wiMin tM1e project limits are to be verifetl prior to conshucfion.
• ScM1etlule pre-consfruciion meeting wifM1 local sformwofer QUMority.
• Install proteciion fencing for exisiing Uees to remain in ploce within lhe project limits.
• Install proteciion fencing for exisiing karet in areas aGjacenf fo project limifs.
Conetr�ctlon Site Fcceee
• Install gmvel constm<tion entran<e.
• Post the N01 at the <onstm<tion entran<e.
• Install constmction staging pads, fueling station, material stomge areas, concrete washout, constrvcHon
parking areas and staCilize constmction routes.
Pxtmelx Controls
• Utilize the gmvel canstrvctian entrance tw installotion of the perimeter silt fance ontl coir lags. Adtl stone if
needetl.
INtial Land Cleadng ond Grading ActMtiea
• Atltl proteciion measures to exisiing inlets.
• Sfrip Ihe topsoil antl sfabilize the topsoil stockpile.
Sacontlary Lantl Qatling ActlNliea
• Begin site gratling/constmcilon of Eetention basins anE slabilize any soil sto<kpiles that will be left tlormant
for more lhan W Eays.
• Complele the <ul anE fllls on lhe site. Flnal gmtle anG seeE lhe ponE slopes. Inslall check Gams anE staDilize
slopes with erosion control �lankets.
• Install storcn sewer system and install inlet protection immediatety upon completian of the inlet and Insfall
riprap ouHet protection prior to installinq outlets.
Surtace Stabilizvtion
• Apply [empomry seetling and slabilize slopes in where rough gratling hos been completed.
• Apply permonent seeding and stabilize slopes in areos where fnol gmding has been campletetl.
Flnal Shaping/Lvndscoping
• Ufilize topsoil salwge in opplicabla areas and apply permanent saetling.
• Apply permanani seetling fM1e perimeter o( IDe site.
• Complele ulility instalbtion, curbs. paving onE builEing consfmcfion.
• Install IanEscaping plont maleriol anE stabilize all tlislurDed areas.
• Remove all erosion anE setliment control pra<fitts when areas �ave a uNfortn grass cover.
0
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
r
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DATE: 08�24�20
MONITORING AND MAINTENANCE GUIDELMES FOR EACH PROPOSED STORMWAIER OUALITY MEASURE:
I ecl�on Schedule/Reowtino:
Allimpacted oreas, as well as all erosion and sediment control devices, will be inspecfed every seven (]) calendar doys ond
wifhin 24 hours after a minfoll of 0.5 inch or greotec Where sites have been final or tempomrily stabilized or on sites where
noff is unlikely tlue to winter contlitions (e.g., site is cowred witM1 snow, ice, or fmzen gmuntl exisls), such inspections shall
be canducted at least once erery month.
Inspeclions shall be contluctetl antl a writfen report prepared by a tlesignotetl antl quolifetl person fomiliar wiM Me USEPA
NPDES Slorm Wotar Geneml Permit, Mis SNPGP, ontl tne Projact.
Inspeclion reports shall be compleletl inclutling scope ofthe inspection, name(s) antl quallficotions of personnel making tM1e
inspection. the dafe of tFe inspaclion, obsermtions relaPmg fo fM1e implementailon of iM1e SWPPP, ontl any aclions faken as a
resulf of incideMs of noncompliance noteE during the inspection. The inspeclion report shoulE state whether fhe site was in
<ompliance or identi(y any in<itlenls of noncomplian<e. The conlractor shall keep a copy of lhe inspection reports on site anE
permanenily for a perioE of lwo yearo following consWction. The omsite reports may be requestetl by inspecfions <onEu<teG
by lhe b<al Soil anE Waler Conservalion District.
Constrmtion Entmnce:
Locations wh<re mhicles exit the sife shall be inspected for eWdence of off-site sediment tmckinq. Each contractor and
subcontractor shall be responsible for maintaining the Constrvctian Enimnce and other controls as described in this SWPPP.
Maler'ni Stomqe In=oeeCans
Inspeclors musi evaluafe areas usetl for sioroge of materials Mat are exposatl to precipifation. The purpose is fo ansure that
maleriols are pmtecied antl/orimpounded so fM1al polWtanfs cannot tlisc�orge bom storoge areas. Off-sifa material sforaga
areas usetl solaly Dy iFe subject project ore consitleretl to be part of tha projact antl must be in<lutletl in lhe erosion
<ontrol plans antl the sife inspe<iion reports.
Soil Slabilimtion Insoections:
Seeded areas will be inspecteG to <onfirm thaf a healthy stand of vegefation is maintained. The site has achieveE flnal
stabilizaHon once all amas are covered with pavement or ham a stanE of vegetation with at least ]09. of the
bockqround mqetation density. The Jensity of ]Ox or greater must be mointained to be considered os stabilized. The
operator or their repmsentatim will wateq fertiliz<, and reseed disturbed areas as need<d to achiem this qoal.
Erasion ond Sedimmt Cantml Insyection
AIl contmla should be inspectetl ot leaat o very se n(]) calentlor tloys and fallawing any storm event of 0.5 inch
or greater. TM1e fallawing is a list of inspactian/maintenonce pmctices tM1at will be uaetl for specifc contmis:
1. Geotextiles/Emsian Canhol Mata: Missing or looae matiing must be replocetl or re-onchared.
2. Inlet Protectian: Setlimenf shoultl be ramovetl when it reaches approximately one-M1alf Me haigM1t of Me fence.
If a sump is useC. setliment sboultl be removetl w�en tM1e volume of tbe Casin is retluceE by SOR
3. Diversion Swales: Clean tlebris or oMer obsfmctions as neetled. Damage from slorms or normal constmction
activities (I.e., tire rufs) s�all be repairetl immeEiafely.
4. MN<hing: Inspect for Ihin or bare spots causeE by naturol Eacomposifion or weather-rebtetl events. MNch in
high lraffic area s�oulE be replaceE on a regular basis to mainlain uniform pmlection.
5. Setlimmt Trap: AccumulateE sllt shall be removetl antl lhe basin shall be regartletl lo its original Gimensions af
suc� point ihal the capadty of lhe Impoundmmt has been reCuceG to one-half of ils original slorage <apadty.
The removeE sediment shall Ee siockpiled or redistrlbuteE In areas that are prolecteC from erosion.
6. SeEimmt Basin: Inspect frequently fo check Por Eamage and to ensure obslmctions ore not Giminishing the
ef(ectiveness of the stmctures Sediment shall Le removed anJ the basin shall be regarJed to its oriqinal
dimensions at such point that the capocity af the impoundment has been reduced to 20R of its oriqinal stomqe
capacity. The removed sedimmt shall be stockpiled or redistributed in areas thot are protected from erosion.
Z Silt Fence: Remowl af built-up sediment will occur when the sediment reaches one-third the height of the
fence.
8. Stabilizetl Canstruction Entmnce: Periadic ragarding ontl top tlrasaing with atlditional stones.
9. Straw Bales: Rapbce straw bales lM1at sM1ow signs of tleleriorotion.
10. Vegefation: Protect newly seetletl areos from axcessiva ronoff ontl fmffc until vegetalion is eslablisM1ed Establish
a wafering antl fertilizing schetlule.
11. Gootl Housekeeping: Lifleq consfmction deEris, antl construclion chemicals exposeE fo stormwater shall be
preventeE from becoming a pollutani sow<e for siortnwoter Eisc�arges ihrough screening of outfalls anE tlaily
pickup of litler.
In the event t�at seEiment escapes t�e constmction site, off-site a<amulailons of seGiment must Ee removeG al a
hequency sufFlclent to minimize adveree impacts. An example of this may be the situation where seGiment has washed
into the slreei and coulG be <arried into the storm sewers by the next minfall and/or pase a sa(ety hazard to users
of public streets.
Modifmtions/Revisions to SKPPP_
Bosed o inspection resWts, any necessary madifcation to this SWPPG shall be implemented within s calendar days
of Me inspection. A modificatian ia sary if a contml m r apemtional pmcetlure tloes not pmvide odeqmte
pollutont conhol. All reviaions shall be�ecwded on a Recortl ofuReWsions within aeven calentlor days of Me inapection.
It ie fhe responeibility of the operotor to maintoin effective polWtonf tliachorge conhols. Physical site wnditians or
<ontrocfor/subcontmctor proctices coultl make it necessary to Install more controls fhan were originolly planne�. For
example, lacalired concenlrations of surfoce runoff or unusuolly steep areas <oultl require adtlitlonal silt barrier or other
stmchral onimis. Assessing the neeE for antl insiolling atlEitional conlrols will be a coniinuing
<ontracfor/subcontmctor responsibility until fnal staDilizalion is a<hieveE. Contra<tors antl subconlmctors implementing
this SWPPP must remain alert to t�e neetl to perioEi<ally refine anE upEate this SWPPP in orEer to ac<omplish the
intenEeG goals.
Notia ot Term nation:
Compliance oi the site with the Geneml Constmetion Permit re s the responsibllity of all operators that have
submittetl an N01 mtil such time w they have submitied a Notice of Terminotion (NO». The Permittee's authorizotion
to dischorge under [he General Constmc[ion Permit terminates at mitlnight of the day the NOT is signed.
All permittee's mus[ submit an NOT within thirty (30) tlays afler one or more a/ the following condltions hove been
met
1. Rnal stabilimtion M1as been ocM1iavetl on all portions of fM1e site for which tM1e permitfee wos reaponeible.
2. Another operator/permiifee hos assumetl confrol over all areas of fM1e site iFot hava not been fnolly stabilizeC.
3. In resitlenlial constrvclion operafions, temporary staDilizalion has been completeE anE fhe resiEence hos been
lransferreG fo lhe homeowner.
DESCRIP710N OF PROPOSED POST-CONSiRUC710N STORMWA7ER QUMJtt MFASURES:
Maintenance requirements for the stormwater quality measures which wlll remain in place after construction is
complete, are described below. Refer to the BMP Operations and Maintenance Manual for more detailed maintenance
requirements.
Permanent VeQetot'on
Tapaail will be ploced in lawn a and seeded with grass, and groded not to e+ceed 3:1 slopes. Proposed landscape
hees antl sM1mbs will olso be atltled. These Bia o will oct o natural flter ship to help improve stwm woter
quality. The vegetotetl a will slow iFe velocities�of starm woter mnoff, retluce setliment mnaff, antl retluce pmblems
associaletl wiM mud or tlust hom bore soils.
p2� oece�e��o� easm wm �uan�e aia�cmas
Basins collecl. lemporarily hold, anE gratlually release excess slorm water from storm events. Detention is achievetl
lhroug� lhe use of an outlel slmchre lhat regubles the rale of storm waler oufFlow.
Mec�anical BMP (Aaua-switl AS-Zl
A BMP strvclure will be inslalled at t�e Eownstream enE of t�e slorm sewer system, prior to lhe storm sewer ouHel.
The primary purpose of lhe BMP Is to remove reEimenq o0s anE 9oataCle Eebris from the stormwater prior lo
discharging hom the site.
Goad Housekeeo'rn
Good Housekeeping m such a regular street sweeping, installaTion of tmsh receptacles, and retluction in
fertilizer oversprvy can �be Incorporated by the awner and/or accupont.
LOCAlION, DINENSIONS, SVECIFICATONS �D CONS1RUClION DETWLS OF ERpI STORMWAIER WALITY MEASURE:
The following itams a e stormwoter quality measures that will be inatalletl during constmction. These items will re ain
n ploce after constroction is completetl and are conaitleretl to aerve an incitlental function as post-constroction m
stormwater qoality BAIPs.
Delenlion Pontl: Refer to Erosion Control Plan for specific location. The ponE is a a.y aeie�uoo Po�a with native
planfings. Refer fo lhe GraEing Plan for t�e geometry of lhe ponE.
Aquaswirl: Refer to the GraEing Plan for speci(ic location of lhe aquaswirl uniL The aquaswirl spedfeG is an
� unit. Refer fo Site Detalls for spedflcatlons anE tleta0s.
OESCRIPlION OF MAINIENANCE CUIOEIJNES FOR POST-CONSiRUC110N STORMWAIER OUFLITY MEASURES:
Maintenance requirements for the detenHon ponG and Aquaswirl which will remain in place after constmction is
completed, are described below.
Post canstrvction maintenonce requirements Por the vegetated a s, detentian pand, and Aquoswid are to include
periodic inspectian a eeded w at least every six months. Sediment shall be disposed af off site in cardance with all
applicoble Iaws. Areas Uat sM1ow signs of erosion sM1all be sfabilizetl witM1 erosion conhol blankat ontl/or seetl as
necessary. Refer to Ma Oparotions onE Mointenance 1Aanual for tletailetl inspection antl mointenance procetlures.
9. SEQUENCE �ESCRIBING STORMWFIER WAIJTY MEAWRE IMPLEMENTAlION RELAIIVE TO LRND-DISIDRBING
ACTIVI7IES
1. ScheEule pre-consfmclion meefing wiih City of Carmel Enqineering Offce af least 48 hrs prior fo lantl
Eisturbance.
2. Install constmction entmntt.
3. UHlize the qravel constrvction enirance for installation of the perimeter silt fence. Add stone if neeJed. Post
the N01 at the entrance. Add protection measures to existinq inlefs.
4. Install staqinq area, fueling station, material stomqe orea and concrete tmck washout.
5. Strip the top soil and grade.
6. Complete tM1e w[ ontl fills on the site. Install cM1eck doms or stabilize the slopes with erosion control
blonkets.
J. Building patls antl tlisNrbetl oreas left tlormanl for more Ihon 15 tlays, must be tempomrily seetletl.
8. Instoll storm sewer. Pravitle inlet pratection immetliotely upon cwnpletion of tM1e inlet and install riprap outlel
profectian prior to insialling outlets. Flnal grade antl sfabilize slopes wM1en inlets are functioning.
9. Seed fFe perimefer of Ihe si<e.
10. Remove all erosion antl sediment control pra<fices when areas have a uniform grass cover.
10. LOCATONS Of PROPOSED SdL STOCKPILES FND/OR BORROW/DISPOSAL
Excess soil shall be immeEiately stockpileG and seeEeE anE/or removeG from the constrvclion site in
accordance wilh all applicaEle laws.
11. IEMPORARY SURFACE STABILIZATON METH0�5 APPROPRIAIE FOR EACH SEASON:
Stmw mulch must be used os a minmum for the for all disturbed oreas that are mt receiWnq
contml blanket or permonent landscaping. Refer to the Erosion Control Details, within the
Seas�onal Soil Pm[ection Chart.
PERMANENT SURFACE STABILIZAl10N SPECIFlCAlIONS:
A. Loosen lawn area to a m imum deptM1 of 6 inches. Mix aoil omendments and fartilizara witM1
topsail at mtes specified Orgonic soil amantlmanfs aucM1 as peat. compost or manure sM1all be
applietl at 7' tlepth evenly over soil antl incorporotetl into fM1e fop 6" of topsoil. Provide ferfilizer wifM1
percentage of nitrogen requiretl to proNtle not less tM1an 1 pountl of octual niirogen per 1,000 sq. ft.
of lawn a a antl not less lhan 4 percent phosphoric acitl antl 2 percent potassium. At leasf W
percent of nitroqen lo be organi< form. Delay mixing of fertilizer if planting will nol follow plocing of
planting soil wifhin a few tlays.
8. Fertllizer for lawns: proviGe a fast release ferfilizer with a composition of 1 Ib per 1,000 sq. ft, of
actual nitrogen, 4 percent phosphorous, and 2 percent potasslum by weight.
C. Slow-release fertilizer for trees ond shmbs: qranular fertilizer consistinq of 50 percent
water-insoluble nitroqen, phosphorous and potassium made up of a composition by weiqht ot 5
percent.
D. Gmtle lawn ontl gross o s to a aoM, e surface wiM loose, uniformly fine textura Limit
fne grading to areas tFat c n be plonteC withio Immetliote fu[ure. Remove trosh, tlebris, stones
larger Mon 1 inc� tliamefeqaand otFer objects tM1at may interfere witM1 plonting or maintenonce
opemtions.
E. Sow seetl using a spreatler or seeEinq ma<hine. Do not seeE when winE velocity ex<eeGs 5 mlles
per hour. Distribule seeE evenly over entire area by sowing equal quanfity in 2 Eire<tions al righi
angles to each other.
F. Rake seeE lightly into lop 1/8 inch of soil, roll Ilg�tty, anE water wilh a One spray.
G. Install erosion control �lankets as indicated on the plan.
H. Protect seeded areas aqainst erosion by spreadinq clean, seed-free straw mulch after completion
looseeding9opemtif�ns Spreadtled'formty to form o continuous blanket not less than 1-1/2 inches
I. Water newly planted lawn a and keep moist until new gmas is eatablished. Immediately repoir
ony lawn areas tlisturbed by ceo struction activitias including hee and sM1rub instollotion.
J. Refer to tM1e Erosion Confrol Details, within fM1e Seasonal Soil Profection Chort for fiming of
temporory antl permaneni seetling antl grass seeC specifications.
12. LOCATION OF ALL LOTS AND PROPOSED SIIE IMPROVEMENTS:
The sile will not be subEiWEeE; therefore, Mere are no inCiviEuallois on lhe properly. The Site Plan shows
the proposetl site improvements.
ER090N AND SE�IMENT CONiROL SPEqFlCAlI0N5 FOR INDIVIDURL BUIIDING LOTS:
Sinre the mtire site is unJer a sinqle ownerehip, there are not any individual building lots.
DESCRIPlION OF POLLUTANIS AND THQR SWRCES ASSOCIATED 'M1H iHE PROPOSED LAND USE:
The proposetl lantl use is commerciol. The polWtants antl sources of eacM1 pollutant normolly expected
hom this tyye of lontl use ara listed below:
Pollufant Sourca: Passenger vehides, dalivery vehiclas.
Tyye of POINIant Oil, gasoline. tliesel (uel, ony �ytlrocarbon associaietl wiM ve�iculor fuels anE
IUDri<ants, qrease, anlifreeze, wintlshielE cleanx solution. brake iluiE, Drake tlusq rubEer. gbss. metal
anE plaslic fmgments, gril, roaE de-i<ing materials.
Pollutant Source: Commerdal buOJing.
Tyye of POINIant Cleaning solutions or solvents, leaks from HVAC equipmenl, grit from roof
dralnage, aggregate or mbber fragmenis hom roofing system.
Pollutant Source:Trash dumpsier.
Type of Pollutant Qeaning solutions or solvents, litter (papm, plastic, general refuse associated with
distribution operations), uneaten food products, bactmia.
PolWtan[ Source: Porking lat.
Type of P011utonT. Any pollutant ass ciatetl witM1 v hicular s es, grit from aspM1alt wearing surface,
bltuminous compountls imm periotlic maintenonce (seoling, �esurlacing antl patching), pavement
tle-icing moteriols, point bogments fmm parking stoll shipes. concrete fragments, wintl-blown litter
hom off-site sourcea. elewletl water temperaNres fmm confoct with impervious surfaces.
POIWIant Source: Lawn and IanEscape areas.
Type of Pollulant Ferfilizers, soil, orgonic maferial Qeaves, mWch, grass clippings)
The anticipatetl pollution sources are lhe vehides thal will use facility, induEing boM Eelivery tmcks
anE passenger vehide trafflc. Possible polNtants InduEe oil, gasoline, anli-freeze anC olher
pollutants assodateG with m�icular traffic.
13. MAIERIAL HANDLING AND SPILL PREYENTON PLAN:
Solid Waste Disposal:
No solid material, includinq buildinq materials, is permitted to be discharqed to surface waters or
buried o site. All solid waste materials, including disposable materials incidental to the constmctian
octiviTy, must be callected in antoiners or clased dumpster's. The collection cantoiners must be
emptied periodically and the collected material hauled to a landfll permitted by the State and/or
oppropriate locol municipality to accept tM1e waste for tlisposol.
A foremon o supervisor should be dasignatetl in writing to aversee, enfarce, antl inslruct
constmction workers on pmper solltl woste procetlures.
Hamrdous Wosta:
Whenever possible, minimize lhe use of hazartlous maierials onE generalion of hazarGous wasles. AIl
hazarEous waste malerials will Ee ElsposeE in the manner spedfieE by feEeml, stafe, or local
regulaHons or by lhe manufachrer.
Use containment bertns in fueling and maintenance areas and where potential for spills is high.
A foreman or supeMsor should be desiqnated in writinq to overseq entorce and instruct constmction
warkers on pmper hozardous waste procedures. The location of any hazardaus waste stomge o
shauld be indicated on the stormwater pollution prevention plon by the opemtor fallawing on-site g
location of Me facility.
Dust Contml/Oif-Sita Vehicle Tmcking:
During conshucfion, water hucks sM1OWE be used. as neetletl, by each contmctor or subconfmclor fo
retluce tlasf. After consWclion, fhe sife shoultl be siabilizeE to reEuce dust.
Constmction lraffic shoulE enier and exil lhe site at a Constmction Entran<e wit� a ro<k paE or
equivalent Eevice. The purpose of lhe rock paE Is to minimize the amount of soil anE muE lhat is
trackeE onto exisHng slreets. If seGiment es<apes the constmction site, off-site a<cumulations of
sedimenl must be removed at a frequmcy sufFlcienl to minimize offsite impacts.
SaNtary/Septir.
Contmctore and subcontractors must comply with all state and local sanitary seweq portable toilet,
or septic system regulations. Sanitary facilities shall be provided at the site by each contmctar ar
subcantractor [hraughout conslmc[ion activities. The sanitary Pocilities should be u[ilizetl by all
nstmction personnel and be servicetl regulorly. All expenses associotetl with pmvitling sanitary
facilities a e Me responsibilily af Me contmctors antl subcon[mctors. The locotion of any sanitary
facilities shoultl be intlicaletl on roe stormwater polWtion prevention plon by the operator following
on-siie location of soiE focilities.
Water Sour<e:
Water useE to establish anG mainlain grass, lo control Gusl, antl for olher conslmction purposes
must odginate from a publi< water suppty or priwfe well approveE by lhe Slale or lo<al healt�
Eepartment.
Equipment Fuelinq and Storaq< Areas:
Equipment fueling, maintenonce, and cleoning sM1auld anly be completed in pmtected oreas (i.e.,
bermed areo). Leoking equipmmt and maintenance fluitls will be collec[etl antl not allowetl to
discharge onto sail wM1ea Mey may be woshetl away tluring o min event.
Equipment wash tlown (except for wheel washes) sFoultl take pbce within an area surmuntletl by a
berm. The use of tletergenis is proM1ibitetl.
HazarEous Materiol Storoge:
Chemi<als, painls, solvenfs, ferlilizers, anE ofher loxic or pozartlous malerials shoultl be sforetl in
lheir original <ontainers (i( original confainer is not resealable, store lhe pmducts in <learly IabeleE,
waterproof containers). Except Euring appli<alion, the containers shoulE Ee kepl in tmcks or in
bermeE areas wiMin coveretl storage facililies. Runoff <ontaining such malerials shall be collecleE,
removeE hom fhe s�ee, aoa msvosea or m accorEance wHh the feEeral, state, antl b<al regulalions.
As may be required by federal, state or local regulations, the Contractor should have a Hazardous
Materials Management Plan anE/or HazarGous Materials Spill and Prevention Program in place. A
foreman a supeMsor shauld be desiqnated in writinq to oversee, enface, and instmct constmction
workers on proper hozardous materials stomqe ond handlinq procedures. The location of any
hazordous material stomge ar as should be indicated on the stormwater polWtion preveniion plon by
the opemtor fallowing on-siteelacalian of the storage areos.
Material HonEling antl Spill Prevention:
Dis<harge of �azarEous substantts or oil inlo stormwater is subje<t io reporting requiremenls. In Me
event of a spill of a hazarEous substance, the operator Is requlreE lo notify the Natlonal Response
Center (1-800-424-8802) to propedy report the spill. In addition, the operator shall submit a
written description of the release (includinq the tyye and amount of material released, the date of
the release, lhe c'rcumstonces of the release, anJ ihe steps to be taken to prevent future spills) to
the local Soil and Water Conservatlon District The SWPPP must be revised within 14 calendar
days after the release to reflecl [he releose, stating [he information obave olong with modificatiore to
' e the possibllity of future occurrences. Eoch conlmctor and subconlmctor is responsible for
complying with these reporting requirements.
Concrete WosM1out
All concrefe tmcks wasfe materiol sM1oll be complefely confainetl antl tlisposeC in accortlonce witM1 all local,
slale. anG fetleral regubtions. A pit or conlainer is requiretl when cleoning concrefe chufes.
Spill Response Plan:
Minor - Small spills that typi<ally invdve oil gasoline, painl, hyCrauli< fluiE etc Minor spills can be
controlled Dy the 9rst responder at the discovery of the spill.
• Contain spill to prevent maferial hom enterinq storm or qround water. Do not 9ush with water or bury.
• Use obsorbent material to clean-up spill moteriol and any subsequently contaminat<d soil and dispose
of propedy.
Semi-signifcant Spills - Appmximately ten gollons or less of pollutant witM1 no antaminotion of gmuntl o
surfoce woters. Minw spills can be genemlly cantrolled by the first asponder with M1elp hom otM1er site
personnel. This response moy require other operations to stop to moke sure lM1e spill is quickly ontl safely
atltlressed Al Ue Eiscovery of tbe spill:
• Contain spi0 to preveni mafarial from entering storm or gmuntl water. Do not 9ush wiM wafer or bury.
• Use absorbenl maleriol to cleon-up spills antl Eispose of propetly. Spills on imperWous swfaces shoultl
be conlaineE with a Ery absorbent Spills on clayey soils s�oulE be conlaineE by <onstrucfing an
earthen Eike anE shoultl Ee tlisposetl of as soon as possible fo prevent migrafion Eeeper info lhe soil
anE grounEwaler. Dispose of contaminateE soils or aDsorbenls properly.
• Contacl 911 if this spill coulE be a safety issue.
• Contact supenisors and Gesignated inspectors Immediatey
• Contaminated solids to be removed to an approved landfill.
Major or Hamrdous Spills - Alore lhon ten gallons, there is the potential for death, injury or illness to
humans ar mals or has the palenlial Por surface or gmuntlwa[er pollution.
• Control on ontain the spill witM1aut risking bodily harm. Temporarily plug storm dmins if possible to
prevent migratian of the spill into Me stortnwater system.
• Immed'mtely contact the local Fire �epartment at 911 to report any M1ozortl material spill.
• Contoct supervisors antl tlesignatetl inspectors immetliotely. OMer county or municipal offcials (City of
Carmel Engineering Dapartmeni) reaponsible for storm water facilitiea sM1ould be contoctetl oa well. The
oniracior is responsible for hoNng Mese confacf numbers availaEle at tM1e pb site. A wriften reporf
sFoultl be submiftetl to iFe owner os soon ae possible.
• As soan os possible but within 2 hours of tliscovery, contact t�e �epartmenl of Environmental
Manogement. Of(ice of Emergency Response 1-898-233-]�45. The following information s�oalE be
nofetl fw fuiure reports io IDEM or the National Response Center.
o Name, atlEress antl p�one numDer of person making the spill report
o Tlie location of ihe spill
o The time of the spill
o Identificatian of the svilled wCstance
o ApProximate quontity of the substance that has bem spilled or may be fuAher spilled
o The duration and so of the spill
Nome ontl lomtion of the damagetl woters
Nome of spill respanse organizotion
What m e taken in the spill response
o Oroer inlarmotionetFat may be significant
AEtlifional regulation or requiremenls may Ce preaent H spill reaponae professional sM1OWE be consultetl lo
make sure all apPropriote antl reQuiretl sfeps have been laken. Contaminatetl solitls shoultl only be removetl
from lhe site after approml is qiven by Emergency Response.
1 {. ONNER'S INFORMAl10N:
Name: Backer, Herbert J Tmstee 1/2 int k The Fineberg Group LLC 1/2 inf lc
aae�es:: i E Carmd Oq Suite 200, Carmel, IN 46032
Representative: N/A
TIHe: N/A
Telephone: N/A
OPERATOR'S INFORMAlION:
Name: Lauth Gmup Inc.
Address: 111 Congresional BIM, Suite 3(10, Carmel, IN 46032
Representotive: NicM1ael Garvey
rne: oio/ve.t�e.
Telephone: (31J) 508-6]58
Pwt-Gneb�dim SNPPP
1. peacripiim of Potential Pdlutanf saurcea oesociotetl xith 1he praposetl lantl uae:
Pdlulant Source: Pas�nger �chides. Eelivery �ehicles.
T�ye o( Pdlutmt: UI, gasoline. Eiesel fud, my hydrocvbon associaled �nl� �ehiwla (uels antl
lubicants gease, mtiheeze, wintlsliiHE demx sdutim, brake fluid brake Nst, rubber, glass, mefd anE
plastic haqrKnlS 9�4 �d Ee-i<Ing rtwlxials
Pdlutant Source: TmM Gurtpster
T�pe of Pdlutmt qeming sdutians a sdvents, Iitter (paper, Plastic, gaieral refuse awaGateE with
distriWtion operations), uneatm food produMs, bacteria.
Pdlutant Source: Lawn and landuape areas
Tpe of PdWtmt Fefilizas, sai, orgmic matend Qeous, rtultli, qmw clippinqs)
2. Post-Cmstruction Stwmwoter quolity meos�res:
The st«mwaler quality rtmares propos�d wiM this pmject ore on Aquaswid AS-] ontl a dry
baHan detmtion pand with native plantings.
Locatian - Refa to trading Plm
b. Dimmsims - Refa to GaCing Plm
c Szinq wlcvbtims - Refa to Mainoge repM
d Detoiled �ecifcatims - Refa lo bainage report
e. Cmstmction Details - Refer fo tratling Ran anE Sle Detail Sneels
3. Sequence Gexnbing starmwafer p.itlity measure irrplementafian:
The AWo-Swirl MII be instdled at Me start of canstructim Qrtinq the utlity crostructim phax of ihe
pmjecl md 11 mnain a pummmt xrotc qutlity feature.
The tlry detentim ponds 11 be wns[ructed tlunng Ne gading phax md will rmwin as a pammmt
woter q�olity feahrn
4. Stormwafa Wality meos�res to be irtplemwntetl to prew t or minimize atlwvse impocts to shazn md
npalan natRats
The tlry tlelention paM W�h nafivx planlings antl AQua-Swirl �nll be usetl to remow sediment
frmi the r�nof( befae il is tlischorgetl.
5. M Opaalim mE Mointmance Manual fa all posl-consGuctim sfcrtnwla qutlity meowres:
Plmse see t�e supplernentW 08rM fa all reWireG infamation.
LA TH�
u
717 Congressional Blvd. , Suite 300
Carmel, Indiana 46032
� ■
OFMEPICpN
■ STRUCTUREPOINT
iNc_
�
]360 SM1atlelantl S�d�ion II^tliandpolis,lntliana 66356
TEL 3b.501.55801 FAX Jb.5d3.02i0
wwwsVu[turepointcom
CARMEL MEDICAL
ARTS PAVILION
12774 N. MERIDIAN ST.
CARMEL, INDIANA
"- No. �`
����a062
STAIE OF
FIED BY
ISSUANCE INDEX
DATE:
08109/2019
PROJECT PHASE:
PERMITTING
Project Number 2017.02968
STORMWATER
POLUTION
PREVENTION PLAN
C510