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Home My WebLink About601.PDF- ERQSI�N CONTROL PLAN INDEX �4.caNr� SWPPP f�r Construction 5ites: ; P�EVE � 1. � 14-DIGIT WATEi�SHED HY6ROLOGIC UNIT GODE � �.�� se ed watershed of this ro'ect is: 05120201090010 i o e or th re r nt The'Hydrologic Unt C tl f e p e p � 2. NAME OF ALL I�ECEIVING WATERS 7he ultimate receiving waters' for this project is west fork of the 1Nhite River. 3. ESTIMATE OF PEAK DISGHAR�E FOR POST CONSTRUGTION GONDITIONS (10-YR) Qpre Max. (10 year) = 10.68 cfs 15. GENERAL SWPPP N Qpost I�ax (10 year) ��6 27 cfs (outflow to Legacy detention basin) '� PRUJECT NAI OR THE TRAIN�D INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION OJECT SITE: n. Key L Management 33-0894 �hoo.com ir invoives the creation of �5$ 0 sft. of c mmerci i retail s ace 'ec 90 o a . The ro'ect 1t�is ra t WATER DISCHAR E WI LEAVE THE SITE R L C Tt S OP P CI IC `POINTS WHERE STORM G LL I P 4. Q A �N S E F P 1 P 1 is iocated at the southwest uadrant of the 146th Street and River Road intersection. All ewe s tem. Ali run ff will di h r s all leave the site via a ro osed storm s r o q Stormwater sc a ge h P p YS `•�• ' w I or ` I e t shall co structed raadwa arkin fac� it�es and a ks 'necessar f the deve o m n be n be conveyed; westerly ta the existing detentian facility within the l,egacy Subdivision. , Ys� p 9 , ,, , Y p _ a a o' the const�uction a s h r n. r ina e s all be conve ed b torm sewer 5. LOCATIONS WHERE STORMWATER'MAY BE' DIRECTLY DISCNARGEd iNTO GROUNDWATER s p rt f pl n e ei t7 a g h y y s •' ' ' ' infrastructure to the' existin detention BMP #acilities within the Le ac Develo ment. There ure no locat�ons wher�' stromwater may have an opp��tumty to interact with g f g y p roundwater. W t' t ` t I h bf d I t t I t h N th t 6. 501LS MAP OF THE PREDOMlNANT SUIL TYPES - The soils map und all pertinent soil type information pre located in the upper right quadrant • �# the Erosion Contral Details (this sheet). 7. DESCRIP710N OF POTENTIAI POLtUTANT SOURCES ASSOCIATED WiTH CONS?RUCTION ACIIVITIES ` iat d ith a' truction machiner indudin diesel fuel There is a potential far pollutants assoc e w c ns y g , nd other etrol u roducts. It is . hydraulic fluid, engine ails and lubricants, antifreeze a p e m p s' ca ta inate soil in the radin and unavoidable for o smali amount of these pollutant to n m g g '' "' ` ' ' d' rbi ctivities hail be remedied . construction nf the stte. Sediment pollution from site istu ng a s a'' ontrol ` t�sures s e followin sections . by er s�an c me i� 9 ) 8. TEMP6RARY AND PERMANENT STORt�WAT�R pUALITY MEASURES: + SEQUENCE OF ST�RMWATER QUALITY MEASURE t�1RLEMENTATION . The construction sequence & schedule of erosian control measure implementation is located along the left side of the erosion eontrol details (this sheet). . • SEpIMENT CQNTROL MEASUaES FOR SHEET FL4W AREAS Sediment control measures far sheet flow qreas pre shown on the Erosion Control Plan -. ails are locat d on the Erosion Control Details this Sheet 600 . S ecifications and Qet e ( ) P � sheet). + SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS . o ` rate flow a�eas are shown on the Erosion Sediment contfol measures for c ncent d Control Plan Sheet 600 . S eciflcations and Details ore located on the Erosion Control • � ) P Detai►s (this sheet}, • STORM SEWER ►NLET RRQTEGTItlN MEASURES • Starm' sewer i�let protectian rrreasures are shown on the Erosion Control Plan (Sheet 600). Specificatians and Details are located on the Erosion Control Plan (Sheet 600). • RUNOFF CONTRQL MEASURES Runoff cantrol measures are shown on the Erosion Control Plan (Sheet 600). Speci�cntions and Qetails are iocated on the Erosion Contrdl Details (this sheet). • STQRMWATER QUTIET PROTEC�ION MEASURES ' Stormwater outlet prntection measures are shawn on the Erosion Control Plan (Sheet 6QQ). ;5pecificntions and (7etails ore locoted on the Erosion Controi Details (this sheet). • GRADE STABILIZATION STRUCTURES ' e st 6i'zu i n stru t res are re uired for this ro'ect. Na grad a i� t o c u q p) � • LOCATION, DIMENSI�NS, SPECIFICA71dNS AND DETAILS OF 'EACH STORMWATER QUALITY �neasuRE Each stormwater quality measure is shown on the Erosion Control Plan (Sheet 6�0) � are show on t e Erosion Control Details this and assuciated detailsJspecifications n h ( sheet). • STORMWATER QUALITY MEASURE IMPLEMENTATION Stormwater quality measures are implemented by construction of the site . improvements.' • PROPOSED P�Si C(?NS7RUCTION STORMWATER QUALITY MIEASURES . • Past construetion stormwater q�ality measures shall consist of the existing BMP s within', the Legacy Subdivision devetopment. • I.00ATION, DIM�NSIONS, SPECIFICATIONS AND DETAILS DF EACH STORMWATER QUALITY MEASURE Onsite Pre + Post construction stormwater quality measures are shown within the construction plans. • MAINTENANCE GUIQELtNES OF POST CONSTRUCTIQN STORFAWATER QUALITY MEASURES All v€getated surfaces shall be mointained by mowing, removing trash and debris, and re-plonting any vegetatetl areas as necessary. ln addition, oil sumps shall be inspected C�TY � and cleaned no less than 3 times per year. SWPPP' MONITORING ,ANO MAINTENANGE GUIDELINES: 1, GRAV�L GdN5TRt1C71(iN DRIUE AND PARKING AREA: A. Inspect weekly and after each storm event and log condition per IDEM. TOPSOIL•' A. inspect weekly until ` vegetation is established and �og condition per IDEM. ' TEMPORARY ANp PERMANENT SEED�NG: 2, A. Inspect periodically,;especiahy after storm events, until the stand is successfully established, B. Plan to otld fertilizer the fol{owing growing season dccarding to soil test 3, recommendations. C. Repair damaged, bare, or sparse areas by fllling any gullies, re-fertilizing, over- ar re=seeding, and mulching. 3, D. If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, 'sture an itia a mulchin • re air the affected area either b over-seedirr 'moi c d n, nd g, p y g or by re-seeding ond mu�ching after re-preparing the seed bed. row c sider sail #esti to determine acidit or nutrient E. lf vegetation fails #o g, on ng y deficiency peoblems. ; 4, f. If additional fe�tilizqtion is needed to get a satisfactory stand, do so according to soil test recommendations. G. Reference the latest INDdT Specifications. MULCHING: - A. inspect after storm eve�ts to check for movement of mulch ar for erosion. B. if washout, breakage, ar erasion is present, repair the surface, then re-seed, re-mulch, and , if applicable, install new netting. C. Cantinue inspections un#il vegetation is firmly estoblished. - r n e th lates I OT 'S eciflcations. D. Refe e c e t ND p SILT FENCE: C �O a 0� �U, � 0 � > � � � �r � Y a�i � � w` m ` � �a � J � N ��o >°o �w� .-i a° a � a } � O�cWi� � w w w � o�o a er, sam ary sewer, e ep one, ca e, gas an e ee nc u i i ies s a serve e proper y as well. Construction is bnticipated to begin in the �oll of 2013. VI�INITY MAP Th�:vicinity map is located on the right portion of the Erosion Control Details (this sheet). Latitude N39'S9'S5.24" Lorr itude '; W86' 2'4J0" LEGAL DESCRIPTION 9 The le al descri tion of the ro'ect site is located on sheet 200. 9 P P 1 LOCATION OF ALL LQTS AND PROPOSED SITE IMPRQVE�IENTS i` ertinent `lo in#ormation 'is in�luded o the lan view of the Erosion Control Plon Ai p t n p (Sheet 600). Anticipated utilities, and structures are depicted as well. SiATE AND/t7R FEDERAL WATE� QUALITY PERMITS No State or �`ederal Water Quality Permits shail be required for this development. A(3JACENT LANQUSf a'acent' 1 n us s a�e la ele on the rosi n Control Plan Sheet 600 . The d� a d e b d E o ( ) QISTURBED AR�AS i}re construction limits (boundary of disturbed area) are shown on the Erosion Control PIa�� (Sheet 600). EXISTING VEGETAl1VE� COVER Tl�e existin 'site consists of rass. 9 9 WE7LANbS, LAKES AND WATER COURSES. There are no wetlands lakes and or waterwa s. 1t��-Y A LO D P A�NS FLO DWAY ;'A D FLOODWAY RINGES ERF t? !. , Q 5 N F B ra hic `lottin oni' this tract of land described hereon lies within Zone 'X' areas Y 9 P P 9 Y, � outside the 5QQ-yea� floodplainj and' Zane 'AE' (areas +nundated by the 100-year flood) as plotted on the federal emergency management agency flood insurance rate map for Hamilton County, Indipna, community panel no. 18057CO235F, which bears an effective dnte of February 19, 20D3. PR{�POSED ST{3RMWATER SYSTEMS Th�;proposed stormwater system sizes ond dimensions are labeled on the Erosion Control Plan (Sheet 600). OFF-SITE CONSTRUCTION ACTIVITIES A proposed waier main extension shali occur offsite. P t7POSED P LLUTANTS AND 50URCE5 ASSOCIATED WITH PROPOSED LAND USE R p Potential pollatants include #ertilizers, herbicides, and pesticides. In addition trash, debris and bacteria are pollutants that may;be encountered. ar�sr uc�or� EN�aNCE C R Th� construction entrcnce shall be constructed off of River Road at the location of the exi�ting drive approoch. Specifications' and details are located on the Erosion Control Sheet (Sheet 600), EXISTING SITE TOPOGRAPHY Existing one-foot contQUrs are shown on the Erosion Control Pian (Sheet 600). PRCiP05ED SITE TOP�GRAPHY Approximate'one-foot contnurs ore 5hown on the Erosion Control Plan (Sheet 600). ;ARMEL Post-Construction: RIPTION` flF POTENIIAL POLLUTANT SCIURCES ASSOCIATED WITH THE PROPOSED LAND itial pollutonts include petroleum products and antifreeze from automobiles using the � n eas f r ilizers esticides and herbicides for la�vn maintenance and sediment g r , et , p various source�. � -CONSTRUCTION STORM4VATER QUALITY MEASURES SHALL CONSIST OF: �mps p�e-manufactured within the applicable storm sewer inlet. ie existing detention/BMP focilities within the Legocy Development. ENCE (3ESCRIBING STORMWATER QUALI7Y MEASURE IMPLEMENTATION storm structures, containing sumps> shall be installed after topsoil has been striped �ough groding has occurred. MWATER QUALITY MEASURES TO `BE IMPLEMENTED TO PREVENT�OR MINIMIZE ADVERSE �TS TO STREAM' AP�D R(PARIAN HABITATS stormwater quality measures praposed for this project are shown on the Erosion �ol Plon' Sh et 60Q and S eci icatio `and Details are located on the Erosion Control { e ) p f n Is (this'Sheet). )PERATION AND MAINTENANCE MANUAI FOR ALL POST-CONSTRUCTION STORMWATER JTY MEASURES; peration and maintenance manual for The Legacy has been suppiied as a separate nent to the City of Carmel Engineering department. A. Inspect the silt fence periodically and after each storm event. GENERAL EROSION CONTROL REQUIREMENTS FOR COMPLIANCE WITH B. if fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the af#eeted portion immediately, IDEM GENEI�AL PERMIT RULES FOR STORM WATER RUNOFF FROM C. Remove deposited sediment when it reaches;haif the height of the fence at its CONSTRl1CTI0N SITES lawest point or is causing the fabric to bulge. 1. AII erosion control practices shall be in accordance with the latest edition of the "INDIANA D. Toke aare to avnid undermining the fence tluring clean out. „ „, „ E. After the con#ributin droina e area has been stabilized, remove the fence and 5T4RM WATER QUAIITY p1ANUAL and the SGS Field Office Technicpl Guide. sediment depasits, bging the�disturbed area to grade and sta6ilize. 2. Th� erosion controi measures included in this pian shall be installed prior to initial lond SILTSAGK INLET PRdTECTION: disturbance activities or qs soon as practicaL Setliment shall be prevented from discharging ,from #he- project site by instaliing and maintaining silt fence, sediment basins, A. Inspect the siit snck inlet pratection periodically and after each Y�" storm event. etc. as shown on this lan. Ener -dissi ation devices, at the outfall of the storm sewer B. Remove depasited sediment when it reaches half the height of the filter at the P 9Y P lowest oint. sys#em, shail be instailed at the time of the construction of the outfall. P 3. All on-site storm d`ain inlet s al e t� ecte a ainst sedimentation with silt sack inlet C. 'Remove the silt sack inlet rotection and sediment de osits after contributin r s h 1 b pr t d g p P 9 • • ••< fi{ ��s filter #ab�ic or e uivalent barriers as shown an this lan. draina e areu is stabilized. �� q. P 9 + ,. . RIPRAP: 4. Except as prevanted by mclement weather conditions or other arcurnstonces beyond the can#rol of -the contractor develo er `o ro riate erosion control ractices will be initiated A, Ins ect eriadicoll fior ;displaced rock material, slumping, and erosion at edges, � P pp p P P , P Y es eciall dawnst�som or downslope. within (7) seven days of the last land disturbing activity at the site. The site shall be P Y .. . . . . . OVERALL PRQJ�CT SITE.` stabilized by seedmg, soddmg, muichmg, covenng, or by other eqwvalent erosion control A, Qua►ified Ins ecfor shall inspect the entire site at a minimum of once per week and measures. P �� within 24 hours of a d.5 ar more rain event. 5. This erosian controi pian shall be implemented on a8 disturbed areas within the u ' ol ' 'n o I racti e shali be i stalled under B. log all findings on an adequate inspection form. cor�struction `site. All meas res inv ying erosi n c ntro p c s n . . . . . . . . . . i w' t e a s otice f Termination NOT can be filed. the: u�danee of a ualified ersan ex erienced in erosion contro and follo in h i n C. Keep aU mspection farrns until the N o ( ) 9 � P P 9 P 9. GENERAL CONSTRUCTION SEQUENCE and specifications inciuded herein. • A PRE-CONSTRUCTION MEETING MUST BE HELD` WITH THE CITY OF CARMEL BEFORE ANY 6. During the period of construetion activity, -oll sediment basins cnd other erosion control ' LAND DISTURBAN�E MAY BEGIN. measures shalL be maintained by the contractor. At the completion of construction, the + Apprapriate erasion eontrol measures shall be placed inside existing structures and in cantractot shall coordinate the tra�sfer of required maintenance responsibilities with the ditches as shown in these plans before ony land disturbin activities are started. owner. . . � , . . . 7. Public or rivate roodwa s shall be ke t cteared of accumulated sedime�t. Bulk clearin of • Construct tem ornr ravet entrance in occordance with #he INDIANA STORM WATER P Y P , , 9 p"�» g umul ted ediment shall not includ fiushin the area with water. Cieared sediment QUALITY MANUAL . All other erosion contral measures shall be installed and constructed 4�� ,, 9 shall be returned to`the point of {ikely arigin or othe� suitable location. as shown at the beginning of the project. • Stri to soil antl stock ile as shqwn. 8. TMe contractor shall' control wastes, garbage, debris, wastewater, and other substances on P p � the site in such a way #hat they shall not be tra�sported from the site by the action of +' Rou h rade site. Disturbed areas should be seeded immediatel followin rou h radin . ,, , 9 9 , , , Y 9 9 9 9 wEn�is, storm woter tunoff, or ofher forces. Proper disposal or management of ail wastes Areas that wiil no# be dis#urbed agdin shoufd be permanently seeded. No unvegetated ., , . areas'should be �xposed for more thon seven days. and; unused' building matennls appropriat� to the nature of the waste or material is • Place draina e structures Erosion' control measures shall be laced around ro osed required. structures as soan as they are in place attd until vegetat on is secure. p P 9. Adi�itional erosion control measures may be required by state, City of Carmel, and county • final grade site. All erosion controi blankets shall be instailed per manufacturers agencies. a`mendati'ns as ` o as final radin is com lete. rec m o so n 9 P g ill L TE IA HANDLIN AND PILL PREVENTION PLAN . , . . .. . ADD ONA MA R L G S • Final pavmg opera#ions. Temporary erasion controf ineasures shail remain in place untd A. PURPOS� vegetation is secure. The u� ose of this lan is two fold: p P P Q N OR DISPOSAL AREAS 10. LOCA110N OF PROPOSEd SOIL STOCKPILES, BORR W, A D � 1. To hei rotect the health and safct of those workin on the site ds well as the P P Y 9 'e t locatio as de ermined b the owner ond or Topsoil shall be stockpiled in a conveni n n( t y / �n+�ironment.- contractor within the construction site as shown on the Erosion Control Plan Sheet 600 . 2. Preventin the contamination af storm water runoff. Pollutnnts enerated onsite ma } ( } 9 9 Y 11. TEMPORARY AiJD PERMANENT SURFACE STABIUZATION M�7HODS APPROPRIATE FOR EACH include aseline, diesel fuel, oils, rease, ` aints, esticides, nutrients, concrete washout, 9 , , 9 p P SEAS�N: soil, soivents, paper, plastic, St}rofoarn, metals, glass and other forms of liquid or solid RARY URF C STABILI ATION TEMPO S A E Z wastes. e s o the Erosian Control Plan Sheet 600 Temporary surface stabilization methods ar h wn on { ) This plan outlines procedures to heip prevent health and safety issues, contamination of and detoiled an the'Erosion Control Details (this sheet). storm ;water by onsite pollutants, help preve�t fuel and chemical spills and provide a PERMANENT �URFACE STABILIZATION ` rasponse proeedure should a spill occur. . o s a e hown on the Erosion Control Plan Sheet B. PREVENTIflN AND READINESS P rm nent surface stabilization meth d r s e a � . . . , . co trac o or s s� le art will re are a contact list m the event of a s ill on ` L The n t � re on b t iled on the �ros` n Gontrol Detqils this sheet . P P Y P P P 600) and de a �o � � the site. The contaci list will have names and contact numbers. The contact list wiil t2.ERQSION & SEDIMENT CONTROL SPECIFICAl1dNS FOR INDIVIDUALBUILDING LOTS ' Not';ap lieoble as this is a propased commercinifretail deve{opment. s�ecify firs# responders and a chain of command. Include information on what 13. MATERIAL HANp�ING, ST(?RAGE, AND SPILL PRE�ENTfON PLAN circumstances require the initiatian of the contact list and chain of command. 5 ilf revention shall be accom lished b utilizin s ill uords for e ui ment fuelin and ' 2. Th� contractor/o:aner shall maintQin a list of qualified contractors, Vac-trucks, tank p• P `� P y� �� p 9 q P g um ers and other e ui ment or businesses ualified to do clean-u o erations. servicmg aperations, Spillgudrds shall 'be 3 x3x6 and shall be constructed of a material p P , q R , q , , ,, P P„ resistant petroleum pradu�ts (including diesel fuei and oil). On-site fuel storage tanks shall Absorbent matenais and supplies need to be avadable onsite m sufficient quantities to have emergency storage capacity directl below the tank in case of rupture. Any hazardous 4��ress minor spills. AU employees need to be educated on the proper `application of the . , . . . . . . absarbent mate�ials. lec d and or cleaned immediatel b a trained indrvidual and . . , . moteriaL s illa e shall be col te � Y Y p g 3. AIf momtenonce and equipment operators must be aware and tramed for prevention of disposed af in qccordance with all federal, state and 'local regulotions. spills. A continuing education pragram is required for new employees and emphosizing the INDIANA �EPARTMENT �F ENVIRONMENTAL MANAGEMENT (317) 232-8603 impartnnce to all empioyees. CITY OF CARMEL FIRE t}EPARTMENT (317) 571�2716 4. Ai( materials used in the course of a cleanup will be disposed in a manor approved by *ADDITIONAL MATERIAL HANDLING AND SPILL PREVENTION (THIS SHEET)* Indiana Depo�tment of Environmentol Monagement. 5. Using water to flush spoled material will no# be permitted unless authonzed by a state, ' fet�eral, or lacal agency, 7arps cnn be used to cover spilled material during rain events. C. SPILL RE�PQNSE - ' Is hat icall i v Ive o'I soline int h droulic fluid etc. Minor s ilis Minor Small s il t t n o i a a � YP Y 9 • P Y P can be contrailed by the first responder at the discovery of the spilL • Contoin spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use obsorbent material to clean-up spill material and any subsequently contaminated soil and dispose of properly. Semi-significant Spiils - Approximately ten gallons or less of pollutant with no contamination af gr�t�nd or surface waters, Minor spills can be generally controlled by the first responder with Ftelp from other site personnel. This response moy require other operations to stop to make sure the spili is quickly and safely; addressed. At the discovery of the spili: • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absarbent material to clean-up spills and dispose of properly. Spills on imperviaus surfaces should be con#pined with a:dry absorbent. Spills on clayey soiis i shoWd be contained by constructing an earthen dike and should be disposed of as soon as possible to prevent migratian deeper inio the soil and groundwater. Dispose af contaminated soils or absarbents propery. ; • Contact 911 if this spili could be a safety issue. VI. DISROSAL QF SEDIMENT LADEN WATER • Contact supervisors and designated inspectors immediately Purpase- To prevent the purposeful discharge of sediment laden water into waters of the • Contaminated solids to be removed to an approved IandfilL United Stotes. Major or Hazardous Spills - More than ten gailons, there is thE potential for death, injury Implementation- or illness to humans or animals or has the potential for surface or groundwater pollution. • The sediment and any other poilutant from all pumping or dewatering operations • Control or contain the spill without risking bodily harm. Temporarily plug storm that discharge into storm sewei�s, wetlands, drainage ways or woter bodies must be drains if possible to prevent migration of the spill into the stormwater system. removed from the water before it's discharged. • Immediately conta�t the local Fire Department at 911 to report any hazard material '. A suitable practice is needed at the discharge to allow the suspended solids to be spilL removed from the water c�lumn. Slow moving water and time are needed . Contact su ervisors and desi nated ins ectors immediatel . Other count or 0 o ents for a effective racfce. Mechanical filters and chemical flocculants can P 9 P Y Y cm n n i p P munici ol offlcials list as needed res onsible for storm water facilities should be do an excellent 'ob of removin the fine moterials. P i ) P J 9 contacted as well, The contractor is res onsible for havin these contact numbers • Sediment removal um in ba s ma be used at the outlet of a um . The ba s P 9 P p 9 9 Y P P 9 availoble at the job site. A written report should be submitted to the owner as must be sized appropriately for the amount of flow, The practice needs to be soon as possible. installed on erosion resistant surfaces. The outlet of the pumping bag must be � As soon as possible but within 2 hours of discovery, contact the Department of erosion resistant to prevent additional sedimentation. Environmental Management, • Pumping operations that are moving clean water through a site are not required to Office of Emergency Response 1-888-233-7745. The followir� information should be have a pumping bag or similar device at the outlet. The point of dischorge should noted for future reports to IDEM or the National Response Center. be protected to prevent soil erosion. o Name, address and phone number of person making the spill report 3 0 ,: 0 o The location of the s ill � ,�> P 3, � .. . . � �..y Y lt 3% Y o The time of the s ill � t,� r� �,r„<, > p ;r:��: <:<�<:.. :�,;�::,,� �: 275 . : t, � >:.:4t::�.>.._v ...:.,>.: 3 .:.¢>....,.;., o identification of the s illed substance � P � � �,:�;::�>,�. � �. .� . . �.3 .. ,. �S . . �{iS�.: :....;':y:G: Z . . . -� �. . _ .. :...�.;.>.., .: '.. ,. � .,,. .:..::.,..., .�,,.,..: .�. . .. .. .,. 250 ::: < <�..,,_. .:U. .. a s d a t �..:;�;;�:.>r:.�,..,�,:,;,:,::::�.,.�.�>; .: o A roximate uantit of the subst nce that has been ille or m be fur her �,,.:<..,�.., �� >�'°> PP 9 Y P Y �� :.�� , �,: ,.�:� ...,�., � n ;�;:�:>., .��xr. .F �,.,, ,.s;;>:� � S I��e(i Z C k 35�. '� •�f' x�U �ti>k2�" P j� � ...r?.,�,�„^..�::E�:.•�yL `e' `e ` Fn'.'.h'e.X:.��':�i�<M'� ��J �� .�.# . �:.�.,....:.:...E..�..<, � � '> l S �y \ 4 k'. ;:�.g>. o The duration and source of the s ill r..r,::.,.,>.,., P (,'3 � , � Y ,., � f �.::� o Nome and locatia� of the damaged waters ZQp:' { ,r � �'�"�`" , � �„� � Z �; � � . . . , ,. o Name of s ili res onse or anization � 5 P 9 S F P ;: :�.>, . . < , .>: �� . .: ��: . ..>. o VJhat measures were taken in the spill response �»� :� �: ��i ,� �fi� . . . . . .". �, >....:. ....... '� .:..xz.. �:✓Y:.::: � .G.. � :«{...� ,f.�a..; Y M: o Other mformotion that may be significant l�p ,: ., � A��;�, , , ;�� . „,. .. . . . . ,: ` z :.,.µ:.,...,..f W �.� .r.�...... o >.,,.:....,�.�.::::.��.: _ Additionol re ulation or re uirements ma be res„nt. A s ill res onse rofessional should be >.,. ,. .. f k 9 9 Y P P P P {[ , ,��„; .:.t:; y�;:: � F . ,... . � �;�a';: . .ac. .:�� n .. .> ,..�� .. J25 ;:. � consulted to make sure all appropriate and required steps have been taken. Contaminated ` �, ,� � Y �;,,.�4, solids should only be removed from the site after approval is given by Emergency Response. Q �� 3� �'�� ; ��` ` 100 < D. THE FOLLOWING PROCEDURES AND PRACIICES WILL HELP PREVENT UNNECESSARY SPILLS C�'} '' '' � ` x' I. yEHL��E ��Q E(�UIPMENT FUELING 75 � � ��' a � t � ri h . w,,......<,:,...:::<<:;;: �:. ;._:...>>�:.�:::<:»:;,.., <�:. , E a <;:fi�;:.,:.�<:v.::... DESCRIPTION AND PURPOSF. ' �"'`� 50 �' .. , � x.>y..\ � Veh'cie e i e t uelin rocedur s and ractices are desi ned to reve t fuel '��«��';>':>%.�.<. i qu pm n f g p e p g p n S ><<;:; 3 spills and leaks, and reduce or el�minate contammation of stormwater. This can be �5 ;;> �, �� , .�,° } .n.:.. �;<;.�, �� .�: <<::.€::;:;.:>� :::...:�::; accom lished b usin offsite facilities fuelin in desi nated areas onl enclosin or ,.:>.,�:�;;-., :. � . P Y 9 , , , 9 9 , , Y� 9 :s , .: . : . , �,.�,�:.�::.:�_:� < FT. , . ,:,,. . ' :.>.> . . . .: :... .::.:.. .........::,..� covenng stored fuel, implementing spill controls, and training employees and 4:1 3:1 2:1 }: i LOW MED/HlGH subcontractors in proper fueling procedures. LIMITATIONS: FLOW FLOW • Onsite vehide and equipment fueling should onlybe used where it is impractical to SLOPE GRADIENT CNANNEL CNANNEL send vehicies and equipment offsite for fueling. SHORELINE IMPLEMENTATI ON: • Use offsite fueling stations as much as possible. These businesses are better 1,5' 7.5 20� � equipped to handle iuel and spilis properly. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. ?� �- � �..> � • - :< N N ' ou "to i off" f f e a ks. "' Disc rage ppng o u I t n v>�,,, �` �s � ,.>: .� � :.,: � . �.< 'v , � � : �a- . . . . . . . . ;: ;:, : : a.. �;.:-..,:,: :.:.r Absorbent s dl cleanu matenals and s ill kits should be avadable in fuelin areas _ . ,. ...: .,.. .. ,., .. P P P 9 co .;�.� �o � �",,_ ;.� , �,, ' and on fueling trucks, and should be disposed of properly after use. ;<.; ��c � � . . . . . ,; _ .;:: 't > � ,: , � . ..3.:. ��.:.?.: . � Dri ans or absorbent ads shouid be used dunn vehicle and e ui ment fuelin , +� ;;:, �..:; <- �. ,;zx:;,;� P P , , p , 9 , q P , 9 ;. ` - ,� ,< .� ,;,�, � -�� . . ,.. ..,�f .p . _.:: :',�, : tr �<,...�,::.:.::.. .�: ;: '� ... � ::. . . � �.��... unless the fuelmg is performed over an impermeable surface in a dedicated fueling ,�,,:�_ � ;: : �� _ . � f��. , . area. .�(� E � • Use absorbent moterials on small spills. Do not hose down or bury the spilL ; � �;�t, ; '� � �r , Remove the absorbent materials promptly and dispose of properly. 1 STAPZE 1.5 STAPLES 2 STAPLES 3.5 STAPLES • Avoid mobile fueling of mobile construction equipment aroun�i the site; rather, p�R SYO PER SYD PER SYD PER SYU transport the equipment to designated fueling areas. • Train employees and subcontractors in proper fueling and cleanup procedures. EROSION CONTROL BLANKET • Dedicated fueling areas should be protected from stormwater run-on and runoff, and should be located at least 5o feet away from the downstream drainage STAPLE PATTERN DETAIL faciliti2s and watercourses. Fueling must be performed on level-grade areas. • Protect fueling areas with berms and dikes to prevent run-on, runoff, and to contain spills. PERMANENT SEED MIXTURES • Nozzles used in vehide and equipment fueling shouid be equipped with an automatic SITE SUITABILITY shutoff to control drips. Fueling operotions should not be left unattended. SPECIES �gs AGRE L85 t000 SFT, SUITABIf pH DROUGHiY DRAINED wET • Federal, state, and local requirements shoultl be observed for any stationary above L.E1rEL AND SL{�'ING f1PEN AREAS ground storage tanks, TALL FESGUE 35 S 5.5 - 8,3 2 1 2 INSPECTION AND MAINTENRNCE • Vehicles and equipment should be inspected each day of use for leaks. Leaks should TALL. FESCUE 25 6 5.5 - 8,3 1 be repaired immediately or problem vehicles or equipment should be removed from RED CLOVER *� 5 12 the project site. KENTUCKY BLUGRASS 15 4 5.5 - 7.5 2 1 � Keep ample supplies of spill cleonup materials onsite. C EEPING ftED'fESCUE 15 4 • Immediately clean up spilis and properly dispose of contaminated soiis. R II. SOLID WASTE MANAGEMENT DESCRIPTiON Qf PURPOSE: TALL`FESC E 15 4 5.8 - 7.5 2 1 2 � Solid waste management procedures and practices are designed to prevent or KENTUCKY BLUGRASS 25 6 reduce the discharge of pollutants to stormwater from solid or construction waste ' by providing designated waste c�il,ction areas and containers, arranging for regular i TALL FESCUE 35 S 5.5 - 8.3 2 1 disposal, and training employees and subcontractors. E�IERALD CROWNVETCH ** 10 25 SUITABLE APPLICATIONS: M i ' a I uc i s'te re as e ar This B P s suit b e for constr t on i s whe the followin w t s e enerated or 9 9 KEN7UCKY BLIiGRASS 40 9 5.8 - 7.5 2 1 stored: C EEPING RED FESCUE 40 9 R . Solid waste generated from trees and shrubs removed durinq land clearing, _ demolition of existinq structures (rubble), and building construction. PERENNIAL RYEGRASS 170 24 5.0 7.5 1 • Packaging materiols including wood, paper, and piastic. (TURF TYPE) � Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces, and masonry products. TALL' fESCUE »0 4 5.5 - 8.3 2 1 2 � Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, ond cigarettes, 1-PREFERRED - 2-WIIL TOLERATE **' - INOCULATE WITH SPECIFlC INOCULATES • Construction waste including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non•-hazardous equipment parts. Styrofoam and other materials send transport and package construction materials. �� o � Ih�PLEMENTATION: z N -- � SALT SOIL � The fallowin ste s will hel kee a clean site and red�ce stormwater ollution: !+3 cy � �! ' Y3 � � 9 P p P P CONDITION �� M � " v TOLERANCE Select desi nated waste collection areas onsite, i � v 9 . . . IN � �. �.' �. • - � �F � Inform trash haulin contractors that ou will acce t oni waterti ht dum sters for d 9 Y P Y 9 P � NOR DRY; � �- Li � � � � � � � � � � �4S � GEM. SOIL SPRAY onsite use. ' � M � • Inspect dumpsters fo� leaks and repair any dumpster that is not watertight. CREEPlNG RED FESCUE • Provide an adequate number of containers with lids or covers thct can be placed FESTUGA RUBRA 2 � 2 �, 1 1►AEO. 1 20-25 12-18 7-21 S over the container to keep roin out or to prevent loss of wastes when it is windy. • Plan for additional containers and more frequent pickup during the demolition phase KENTUCKY BLUEGRASS 2 � 2 1 � � ldFD. 1 25-35 12-18 10-20 MT of construction, POA PRO?1NSIS ` • Collect site trash daily, especially during rainy and windy conditions. • Remove this solid waste rom tl since erosion and sediment control devices tend TAI.C. FESGUE � � � � � LOW 1 24-35 24-3 5-14 T io collect litter. p P y FESTUCA L ARUNQ{NACJi 2 • Make sure that toxic li uid wastes used oiis, solvents, and aints and chemicals 9 � P ) P��ENNIAL RYEGRASS MED _ _ ` 2 1 2 - 1 2 2 15 20 12-18 5 10 MT acid esticides additives curin com ounds are not dis osed of in dum sters � � � P � 9 P ) P P L71UM PERENNE HIGH designed for construction �debris. FOX LOAM (FnB2) This gentiy sloping, weli drained soil rs on broad ferraces and in small domelike areas on upJonds. Slopes are 2 to 6 percent. Runoff is medium. Erosion is moderate. This soil has slight limitations for building sites and septic tank absorption fields. HOUGHTON JNt1CK Ho ( ) This nearly level, deep, very poorly droined soil is in depressions on uplands and outwash ferraces. Runoff is slow. This soil has severe limitations for building sites and sanitary facilities. OCKlEYSILTLOAM (OcAJ I This neorly level soif is on brood outwash plains and ferraces adjacent to the bottom land along the river and creeks. Slopes are 0 fo 2 percent. Runoff is slow. This soi! has only sfight fimitations for'� most nonform uses. SOIL DESCRIPTIONS METAL PINS OR STAPLES TO SECURE THE POLYTHYLENE LINING TO THE STRAW BALES 0 L=INSIDE LENGTH W=INSIDE WIDTH • Do not hose out dum sters on the construction site. Leave dum ster cleanin to CROWNVETCH � , _ METAL PINS OR STAPLES the trosh hauling cont�ractor. P 9 CORANILLA VAR{A - ' � Z - LOW 1 5-10 24 14-21 T TO SECURE THE • Arran e for re ular waste collection before container overflow. 9 9 POLYTHYLENE LINING TO • Cleon u immediatel if a container does s ill. RED CLQV�R __ _ P Y P - 1 - 2 �IED. 1 7-10 18 5 10 S S THE STRAW BALES 7RIFODUM P�ATENSE • Make sure that construction waste is coliected removed and dis osed of onl at P Y authorized dis osal areas. Solid woste stora e areas should be located in areas P 9 rone to floodin or ondin . RANKING SALT TOLERAHCE TO BOTH SOIL SALTS AND SPRAY) P 9 P 9 � , _ • Locate solid waste dumpster n minimum of 50 away from storm water inlets or t GDOD T TOLERANCE nther drainage facilities. 2 MEDIUM MT - MEDIUM TOLERANCE • Locate dumpster on stone or earth to minimize the potential for spills or leaks to NOT TOLERANT S SLIGHT TOLERANCE drain immediately into a drainage facility. SEFD�ED PRE'PARAiIQ� INSPECTION AND MAINTENANCE: ,iPPLY UME TO RAlSE 7HE N T0 7NE tEI�EL NEEQED FOR SPECtES BEING SEEDED. APPLY 23 • Inspect and verify that activity -based BhAPs are in place prior to the � commencement of associated activities. While activ�ties associated with the BM1P are CBS. OF 12-12-}2 ANALYS/S FER7ILIZER (OR EQU/VALENT) PFR 1,Q00 SQ. FT. (APPROXIMATELY under way, inspect weekly to verify continued BMP implementation. 1,Ot70 �BS ' PER ACRE) OR FERTJLIZE ACCORflING T0 7FST. APPLICATION OF 150 LBS OF o Inspect BMPs subject to non-stormwater discharge daily while non-stormwater AMM�1�11UM1 `NtTRATE ON AREAS LpW'IN OR6ANtC MATTER AND FERTtUTY WILL GREARY ENHANCE dischar es occur. G iATlVE GRDWTN. WORK'? TNE F R11L1ZER N� LlME INTO THE SOIL A DEP1H OF 2 TO 3 g VE E F A • Inspect construction waste are regularly. lNCNES WiTH A'NARROW, DtSK, OR RAKE OPERATED ACROSS THE SLOPE AS MUCN AS POSS/BLE. • Arrange for regular waste collection. fcRTIUZER AND LtME SHALL MEET REQUIREMENTS OF 1NDOT STANDARD SPEClFlCAAONS 1995. Iil. CONCR WASHOUT The following steps wili help reduce stormwater pollution from concrete wastes ��A SEEd P,}IXTURE BASED ON PRQJECTED USE OF iNE AREA WH1LE CONSlDERING BEST . Discuss the concrete mana ement techni ues described in the BMP such as 9 9 _ � SEED/NG DATES. handling of concrete waste ond washout) with the reddy mix concrete supplier ,�I,II:CtdlN� , before an deliveries ar made. e BE AP U AT A RATE OF 1.5 TO .0 TONS PER ACRE. S1RAW Y STRAlN MULCNING SHALL P ED 2 a Incorporate requirements for concrete wasta manogement into material supplier and �1(�LCNfNG SNALL BE ANCNQRED UALIZING NYLfJb 9-1NGN SQUARE MESH NETTlNG INSTALLED PER subcontractors' agreements. MANUFACTtIRER'S RECOMMFNDATIONS, OR A UQUID BINDER. UQUID BINDERS SHALL BE APPlIED • Store dry and wet materials under cover, away from drainage areas. AT A RATE OF 0.10 GALLON' PER SQUARE YARD, OR AS RECOMMENDED BY THE MANUFAC7URER. • Avoid mixing excess amounts of fresh concrete. . Perform washout of concrete trucks oifsite or in desi ned areas onl . 9 Y w » . IEMPORARY SEEDING DATES 2 x 2 x 48 • Do not wash concrete trucks into storm drains open d�tches, streets, or streams. _ • Do no allow excess concrete to be dum ed onsite, exce t in desi ned areas. AN EEB MpR ARR MAY JUN JUL AUQ SEf' OCT NOV DEC WOODEN STAKE P P 9 F�r onsite washout, �,;s ,,, (6� C-C) . VMEA7 QR RYE ' \ �::� Locate washout areas at least 5Q feet from storm drains o en ditches or water �: � p � badies. sQR�NG oqTS � • Do not allow runoff from this area by constructing a temporary pit or bermed area ,qN u a�eRASs large enough for liquid and solid waste. N� �' � �.. � � . ,;,� : r� ; . DOWNSTREAM Wash out wastes into the tem orar it where the concrete can set be broken u � P Y P P, � SIDE and then tlis osed ro erl . �- P p P Y E A S"ED NG D•"S P RM E A • Avoid creatin runoff b drinkin water to a bermed or level area when washin <�<`< -' 9 Y 9 9 �, \� �, . concrete to remove fine particles and expose the aggregate. �_.�:; z t - • Do s sw i s fo m x osed a r ate c� i t e s e o to - � � � 6 not wa h eep ng r e p gg eg on.rete nto h tre t r s rm NON IRRIGAiED � � WOOD OR METAL STAKES TO SECURE THE STRAW BALES 2 PER STRAW � BALES) VICINITY MAP NO SCALE �� ADDITIONAL EROStON CONTROL NO EARTHWORK D1SlURBING ACRVlTY MAY COMMENCE UNAL A STORM WATER MEASURES MAY BE REQUIRED BY MANAGEMENT PERMIT fS OBTAINED. STATE OR COUNTY OFFlC1ALS STRAW BALE (ALTERNATE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE - STRUCTURAL CONTAINMENT. ALTERNATIVE MATERIALS OR PRODUCTS WILL RE4UIRE DESIGN MODIFICATION. POLYTHYLENE LINING 10 MIL • � )• - THE LINING SHOULD EXTEND OVER THE STRAW BALES. A PLAN VIEW NOT TO SCALE METAL PINS OR STAPLES TO SECURE THE POLYTHYLENE LINING (10 MIL); POLYTHYLENE LINING TO THE LINING SHOULD EXTEND THE STRAW BALES OVER THE STRAW BALES. WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALES) � STRAW BALE ALTERNATE � " ` MATERIALS OR PRODUCTS MAY COMPACTED BE USED TO PROVIDE SOIL MATERIAL STRUCTURAL CONTAINMENT. ) SECTION A-A NOT TO SCALE CONCRETE WASH4UT DETAIL �B NOT TO SCALE � 2' LA TH NON-WOVEN / SILT FENCE CQMPACTED SO/L OI�R SILT FENCE drain. Collect and retum sweepings to aggregate base stockpile or dispose in the , N�� MOUND EARTH OVER IRRI6ATEU . � trash. TOE OF SILT-FEMCE � � IV. VEHICLE MAINTENANCE ARFAS DoRMAN* SEEDING" �* Purpose- 7o prevent spills during the normal maintenance of construction machinery. IRRIGATION NEEDED DURING THIS PERIOD. TO CONIROL Implementation- Where and when feasible, maintenance shall be preformed offsite in ERpSION AT T1MES OTHER THAN W THE SHADED aREAS, SILT FENCE DETAIL covered facility with an impervious floor, USE MULCH. ; NOT TO SCALE • Use a dedicated site for machinery maintenance *-LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS � Site the maintenance area at least 50 feet from storm water iniets or water bodies �F MULCH'iS APPUED. ; • Maintain clean up materiais ciose at hand. Utilize drip pans and absorbent pads to ATTACHING TWO SILT FENCES ** prevent oils from reaching the soil surface. -fNCREASE'SEEOING APPLICATION BY 50%� • Inspect equipment daily for leaks or worn hoses. Repair or replace to prevent onsite '(E1�p�RARY SEEQINGS ; �� SPIIIS � - - - - L_::J KI D t}f' �E ER Of� . FT. PER ACRE REM�ARKS N D P 1 , SQ . PLACE THE EN POST Pro erl dis ose of all fluids removed or s illed from machiner . D V, fLUIDS, PAINTS. SOLVENTS AND OTHER CHEMICALS STORAGE AND USfy ��T t� RtE �5 lB� 2 eu• s� �� m� �' 2� D� OF THE SECOND FENCE Purpose- To prevent spills during the use and storage of the materials �� ` 23 � 3 gu. �� 1� � ��- INSIDE THE END POST At�lOAL RYEGRRSS . 1.0 IBS, �10' lBS i 4 t�i' Implementation- � OF THE FIRST FENCE • Store materials in there original contoiners '� IdOT NECESSARY'WHERE MIULCH IS APPLIED. • Maintain safety data sheets on all products • Store materials in a weather proof/vandal resistcnt locker or building . � �- - ROTATE BOTH POSTS AT Keep materials away from flammable sources �� LEAST 180 DEGREES IN A • Provide and read instructions for the proper use and storage of ail materials ' CLOCKWISE DIRECTION TO • For bulk material stored onsite, provide diking or dcuble containment in case of CREATE A TIGHT SEAL WITH leaks or failures. ' THE FABRIC MATERIAL • No washout of solvent from paint supplies should be done near or into a storm , �,� �� i� water inlet or other drainage facifity. DRIVE BOTH POSTS ABOUT THIS SURVEY WAS PREPARED FROM INFORMATION 08TAINED FROM AN ALTA LAND TITLE SURVEY PERFORMED BY STEPHEN M ROESCHLEIN, REGISTERED LAND SURVEYOR N0. 29600000, WITH STOEPPELWERTH & ASSOCIATES, INC. AS DRWG N0. 55115PLA, CERTIFIED AUGUST 27, 2008. THEREFORE, THE PROPERTY WITHIN SAID SURVEY IS SUBJECT TO ANY OVERLAYS GAPS OR OTHER INCONSISTENCIES THAT SAID ALTA SURVEY MIGHT REVEAL. 10' MIN. .: ;�.,•.`-':..;..�.:;?_c:.�, r :;�`'z::::. ..�.,,..,.,:��.. ., ,. �.�,.�:�`:, '� �ti..',.•,•�.... . . \•\�\�:. \\.....,�.�.'�:..:....\\�.:,:`�4\\: t^� l'�; .. �.�.,.._.,... � .. .:.., .��:,: _..�. � �__;1,'..� . . :.:....:_:,�:.:.:..:::�.,:.. . 4 �,.:.z.;.�;r.�. .:. �.\'.'.... . 4 4.�.: :. .�.�.r�..,.. •t\.\.'��...: Y\�\� � �� \.\�..Y l.� . .��:�.t ��• Y\ . Y,\.�•.�....�. �:\•�.:..t,�:�l•\��'.:y�,.�.\•'....y' . `. "\... 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REVETMENT RIPRAP OVER RIPRAP DETAILS GEOTFX7ILE FABRIC NOT TO SCALE SOIL STABILIZATION MA SHOULD BE INSTALLED VERIICALLY DOWNSLOPE FOR BEST RESULTS 10 INCHES INTO THE GROUND AND BURY FLAP � � 4" OR SHOULDER BREAK POINT \\\\\�*�:A�\�\\\.�S\\ � :• � ' 1\Q\. `jg ��`�P \'�J . \�.t\\� \\��\,`iw<\�\�\" � �.`��.•v��N�� i� �:� � � �� i��, � ;:. � � � `> '�� \�., ..\�''a�'� �t,�`,i .... \.�.. . \� / / \'i\\ � \`�\\:�;\ \".i.\`.\4\tt` � � . ..� ��.a�; ��. . \ � / `. � � � � s�,�� / � i �i �.��.�� i i ,��., � � � �� ,. . � � i . � ��: � / � a"�.`vX.'z.. . "O'.'.' / � � ,.. a. �,i � � � i � ) . '°�'��ti��: ; y/{ � '�� * C � I � �) \��. : �� \4��" � � W l / � � L `��\ ` . � �} ti � Y � � ��.��,; / � ,, ,, �w,. � �� ' TRENCH INTO BERM i SEE DETAIL "B" i � �� i i �D / �� y i ' � 6" MIN. OVERLAP � `� 3' OVERLAP FILL SLOPE SECTION NOTE' BOTTOM SLOPE SURFACE SNALL BE SMOOTH AND FREE OF ROCKS, LUMPS OF OF FILL DIRT, GRASS, AND STICKS MAT SLOPE SNALL BE PLACED FLAT ON SURFACE � FOR PROPER SOIL CONTACT. BOTTOM OF CUT SLOPE TOP OF CUT SLOPE �'� \�{. : .�., .�:;, .\. �F%\ .. �TOE OF SLOPE MAINTAIN SLOPE ANGLE SEE DETAIL "A" 5' p 14 I � � �- f TAMP D1RT PR10R TO LA?7NG TOP LAP OVER DETAIL "A" DETAIL "B" EROSION CONTROL BLANKET SLOPE INSTALLATION NOT TO SCALE .�. • � .. � � r- H a� � > x �, � N � � �I z - � �`' c� � � Y' � U" � � a � _ � � c.,�; � � tw.�/ ¢ � � � , � � � � ¢ - N � •� � o IJ.. M 0 N � N w z � � z �' o ,,, � � vy� <� r � .�,... y � � c.��i c� <3 � v+ a I I I I I d ��-�� c°� w �j � a �' �" z o ° � w � � � � � o c,: � _ o cn z � z, a � � � z � d � � �; g � < � _ � � ��yi � �i w� c.� u., g `$ � �, w �' � a � � � � � � � g' � n. �o_ 0 � � N � � N' � �' fn �'` � �` G�' �,` °- � � N � � � � z o w rn p� W � �, � ir w � � .'� N V �.� �. N W. :� .,��r "� N W � � N � d� •F M M M � \ \ �+ \ t,�.1 d- h O) tn: t0 F- � � � � � � a o o' o rn o0 1'� cD u� �h ' M N O z SHEET �Q 1