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HomeMy WebLinkAbout17110091 building plans0 U ow NN OQ - a c %O c � oz v, w C z E 0. O c,1 IJ �o I (D o,_ c..0 n O oO N O N /o a _c, mm ZO �O O F W H 7 \ U�wO �goa 10 9 I 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 Ir � a / ET 6 28 N 0 U 0. X FA _6 _ x6 X$� 24"X34" X c ylxlll'INV=861 0\ 878- <u .4+ y +t Leo ..'W. 878 y i i O SF \24 F ® F 6 ��``\ e� / ba• 4 >° �° / e X + y� 87f3 `' _�� ^' •'". 8 / xo` �,INV= + + + + +.-•'' -869... __ _ W __ _ .,\�- "'_--•--_--_` _�' 4 � �'""` Q� 1 � / / 6a0 `L •y -- I-11 .-..•88766--___,--_ °```�� "`"'•..,,• _�.a.-''_„""_•--- h�1'"••-- -r" Rs 0 x�0 . �a / / / / / // ba x--6,5.. b 10 x E ✓ x 4 Eg6�E� �4 `GF -mow.-G-\E``y`' xT / 4 ``��F\ x� - �� % 6�� a° 4 34" C e92 -` `� 24" CPP ` 66° x66 ��1 ti CROOKED STICK LANE �ry���F-- x x6 i �x� xv 6� - e6' 4a�\c E � 06 ' INV=859.08 i rrr x�6 50' ROW /� d"' - a d w\c\�e �s \ ' �6ti 32"X36" CMP x� / G h�°ss 6�� �° �- e W\ �° h� { INV=858.09 ba a & �. a % O 6 X# 864 X6 4. 9 IN SITE PREPARATION / SWPPP PHASE 1 NOTES C, 6 0 GENERAL DOTES I� INLET PROTECTION WITH OVERFLOW PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO 1. IT SHALL BE THI RESPONSIBILITY OF THE CONTRACTOR TO O 00 w - CONSTRUCTION ENTRANCE USE EXISTING OINSTALL 1 PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION VERIFY WITH THE OWNER DURING BIDDING AND DURING IT IS THE r , - STAGING AREA DRAWINGS AND PERMITS FOR INSPECTORS. CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. ®POSTING AREA - 4" PVC TUBE WITH END CAPS Q RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY TO CONTAIN APPROVED CONSTRUCTION OUSE EXISTING DRIVE FOR CONSTRUCTION ENTRANCE. REFER TO DETAIL ON MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY U CONCRETE WASHOUT SHEET C201 FOR THE INSTALLATION OF THE NEW WORK.00 .� a REQUIRED) - SILT FENCE sF -D- 3O INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C201 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO I'D m VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF O INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C201 WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY O5 LIMITS OF PROPOSED BUILDING UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. U a Z O STORM SEWER INLET TO BE MODIFIED TO RECIEVE ADDITIONAL STORM SEWER g 3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE 00 'IT 00 x r-• r CONNECTION. RELOCATED AND/OR CAPPED AND ABANDONED BEFORE p a � O7 DISCONNECT; AND REMOVE ELECTRIC SERVICE LINE(S) AND APPURTENANCES AS CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. O >~ M 00 M d a� SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND 4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE SERVICE PROVIDER FOR NEW LOCATION(S). PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE Og REMOVE BUILDING AND APPURTENANCES FROM EXISTING BUILDING LOCATION. PROPERLY DISPOSED OF OFF THE SITE. O REUSE SECONDARY (EMPTY) METER PIT FOR NEW DOMESTIC WATER SERVICE. 5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 10 SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH. 6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT 11 REMOVE EXISTING TIMBER RETAINING WALL. ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED c 12 STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND DURING THE CONSTRUCTION PROCESS. 7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR W PORT -O -LET AS NEEDED. REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR LLJ REMOVE STONE DRIVE SURFACE AND STOCK PILE FOR REUSE ON STONE DRIVE EXACT INFORMATION. = 13 AREAS. C, 8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE MAY BE DONE SO, p i NOTSHOWN ON THE PLAN AS BEING REMOVED ? AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. ~ ti IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION 40` 9. PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. FROM u 'U EROSION CONTROL NOTES W 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT a fl Q FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN 04 zq q p m X THE STREET. v ¢ 0 z 2 z w c6 o w o C? 3 v U EROSION CONTROL SPECIFICATIONS in 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF m EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE a CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES TYPES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR LINE EFFECTIVENESS. w G G G UNDERGROUND GAS 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY o w w UNDERGROUND WATER OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. E E E UNDERGROUND ELECTRIC 7, DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS zo c c c UNDERGROUND COMMUNICATIONS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED w FO-FOUNDERGROUND FIBER OPTIC ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION OHu OHu OVERHEAD UTILITY ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF BEEN OBTAINED. FM FM FORCE MAIN GRASS HAS 0\\\SCOTT i� - SANITARY SEWER 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION �* � GEST "r��O - - STORM SEWER CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ____________-- AND/OR OWNER. _= 4� Q':_� __ - RIGHT OF WAY LINE _ PE 1 9. CHAIN LINK FENCE CHAIN 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION o ': � h -O 'OST OF BOARD FENCE ' ' ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH �IANp;. . .... � > > WROUGHT IRON FENCE -��> RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER iyJ'l NAL 7////llllllll\\\���\ x x x x FARM FENCE RUNOFF CONTROL), IT SHALL ALSO BE THE CONTRACTOR'S AND/OR �� T T T T T GUARD RAIL OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE w HAND RAIL OF INTENT LET fER TO THE OFFICE OF WATER MANAGEMENT, STEVEN SCOTT RUCKER P.E. 11300279 FENCE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO -SF-SF-SILT ANY CONSTRUCTION ACTIVITY. BUILDING SETBACK LINE BOUNDARY LINE 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION --I 8 CHART IN THESE PLANS. w 0 0 o FLOW LINE SECTION LINE 11. PORTABLE TOILETS MUST BE ANCHORED. - SDo- - INDEX CONTOUR CONTACT PERSON FOR EROSION ........... __._.. 501 - INTERMEDIATE CONTOUR CONTROL & SEDIMENT PRACTICES °' V � SWPPP PHASE 1 LEGEND ENGINEERS, INC. 10505 10505 N. COLLEGE AVE. CV 6 0 \ e x� G - - - - TORM INLE L / _ _ 'bNa�G \ W \ \ G .1 JO / \ \x 66 . \ \ / r Xle � _ = ` x _ TORM�BT r- i�� J �a x X NCS./3"PVCA ® ��\ \ � a 0 ba X � 66 � x o - 1 /bad' 6 4 .Fdi�G HE 1'1 7 5 4 3 I INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON FRED PARKER, CPESC REMOVED HATCH ASPHALT LEGEND ®VEMENT REMOVED STONE AREA OPEN CUT PAVEMENT FOR UTILITY TAPS EXISTING AREAS TOTAL SITE = 184.66 AC. DISTURBED = 0 926 AC. PERVIOUS = 0.349 AC. IMPERVIOUS = 0 577 AC. O CD rr rr�� V Z J F -I INLET PROTECTION - USE SUBSURFACE I� INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - CONSTRUCTION ENTRANCE USE EXISTING DRIVE r , - STAGING AREA L___J Z ®POSTING AREA - 4" PVC TUBE WITH END CAPS Q ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION 0 DRAWINGS AND PERMITS FOR INSPECTORS. U CONCRETE WASHOUT STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE sF -D- - LIMITS OF DISTURBANCE 3 I INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON FRED PARKER, CPESC REMOVED HATCH ASPHALT LEGEND ®VEMENT REMOVED STONE AREA OPEN CUT PAVEMENT FOR UTILITY TAPS EXISTING AREAS TOTAL SITE = 184.66 AC. DISTURBED = 0 926 AC. PERVIOUS = 0.349 AC. IMPERVIOUS = 0 577 AC. O CD rr rr�� V Z J F -I 0 ~ U wc Z C Q o 1 c w 0 U Q LU v a� m 0 0 O z U a m 00 CJ c rTl o W r-• r F � v � � c 0 a� ; 0 v Z O E r a o vCall before you dig. SHEET NO. S Within Indiana Coll 811 or 800-382-5544 SCALE: 1 = 20' 24 Hours a Doy, 7 Days a Week. cloo PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING 0 10 20 40 W17.0206 DAYS BEFORE COMMENCING WORK. 1 L A-9 N os 7 6 5 4 3 2 1 10 9 8 LINE TYPES EROSION CONTROL NOTES 0 G G G UNDERGROUND GAS 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT N A w w UNDERGROUND WATER BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. >~ E E E UNDERGROUND ELECTRIC cd w 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT 0 c C c UNDERGROUND COMMUNICATIONS FENCE TO FOLLOW CONTOUR. .cd a FO -FO- UNDERGROUND FIBER OPTIC 1J oo �,D oF1u oHu OVERHEAD UTILITY 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN ,_. p d w THE STREET. d' W) ° FM FM FORCE MAIN O SANITARY SEWER EROSION CONTROL SPECIFICATIONS u CL4y �ONM ? ____________ STORM SEWER Z cd - - ' 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL 0 y 00 'At 00 x - - RIGHT OF WAY LINE cd - - - z SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF O O d CHAIN LINK FENCE EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING 'I BOARD FENCE PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE ,- 3 M 00 M d PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE -> -><> > WROUGHT IRON FENCE CONSULTED IN THE EVENT THIS HAPPENS. x x x x FARM FENCE 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA T T T T T GUARD RAIL THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. HAND RAIL 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS SF -SF- SILT FENCE THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. BUILDING SETBACK LINE 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND n/ v BOUNDARY LINE WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. hh++11 FLOW LINE 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED WC ''s SECTION LINE PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY LJJ+ --soo INDEX CONTOUR ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES W�. PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR I = " Sot - - ---- - INTERMEDIATE CONTOUR F� < ° '' \ \-------- EFFECTIVENESS. �{ 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY (D OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. H C k� 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS 3 W E o6 0 a���a���a���a �� OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT 6.to,• GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIREDNow ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTIONam=-- K ! Aq)� ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL ✓ eg SWPPP PHASE 2 LEGEND co FULL STAND OF GRASS HAS BEEN OBTAINED. W 69� x ; %, " ' y 4 a T INLET PROTECTION - USE SUBSURFACE ti IP INLET PROTECTION WITH OVERFLOW CAPABILITY 8 THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION -p d, ° ❑ Y SAC)CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ' y'j. T 01ti 11AND/OR OWNER. 1�ti X� �6�0 (DAND y ' 86g 0 �_ �_ y61 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY a �- '" PERMANENT/TEMPORA Y SEEDING S ' O �• y g69 0 R TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION N q 9• x USE PLANTING CHART 0�°� i ' ro �1S `*: �• - ry xe1 1tik' L� o g 6°9 6° 0a �%oACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIEN N ik � AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH w r O x X y�l EROSION CONTROL BLANKET - USE S150BN BIO -NET AS 1 - TION ACTIVITY STORM WATER H CO o "RULE 5" (327 IAC 5 5, CONSTRUCTION ¢ C:, ro r , ` 1� 1 0 X$ �qo� SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S ANDJOR vw �' z o cz�7 3 v i / 0 k �- _ O 90 ( \ ( g1.� l ti 01 �__ �--- ---•871- - _4._ _ 1 1 �o I EQUAL OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED ¢ W F \ 3 w x x a %1 i'��� ` a` �\ �- -r --s7? ��� 01 66y� ®�6 FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE ° 0 3 o Q u Q `` dig 9 1 " % - 1h "`-- OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, 5 . - 06 �••9 S AIR WELL *%� -r- '. ,. ;. ., �.,,.""rI'-c'± , Y --' " - �'�•...,-;_ 873 < �D�� - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) INDIANA ANY CONSTRUCTION ACOTIVITY & TORAENT IRONMENTAL MANAGEMENT PRIOR TO �• r, Y t ' - SITE DISCHARGE POINT x 10. FOR SEASONAL VARIATIONS -SEE SEASONAL SOIL PROTECTION ' b19 F. 874.8 �� , do ` "�', CHART IN THESE PLANS w 10 83' of 12" HDPE 0 0.96% PROPOSED a MAINT. BLDG., 0 i ��'�%-J`' l ;"moi%.. j• �. �o ; , •�• � , 50'x 100' x6 F.F.E. 868.0rG PROPOSED, ADMIN. BLDG.X(b f' ,� � �•, f o STM STR #101 60'X 60''? ';n�?�i✓ °� 66� NEENAH R-3405 �y Toc=Bs�.s X F.F.E. 874.8,-'n fNV=865.03(NW) x0 o / %-J^.s-'' huh %.` .e✓-d?i-.� x�- �� SMI STR i� 1 ;� ✓: r . . ' ° 69�y ;� 91V=868.91(SM� ��,'��" 'I-� ,ice , r `% �� / `E .•� =, FF''y INM868+91(N) XF a TOC -873.90 1�6 0 0 696 y 0 \ 6191 E y 0 %y�,i;g t ceryl rY� 101 x 1�• 0 / 16 Wj00 °�°,_ ® BOBS / 0 661� �.'. ..... f` •�y�.'',,:�''`i'' 'Z'.•:'�.+••��,'ff 24"X34" _.INV=861 ,..... ,J 6y o 01 00 00 01' � 6 dry.. ..•.�.. ry�r.• A.v � •� '� �'� .„ . ... .'o' f / / / X6 STR #CO __ ..�� �` y' x�. ...'.. x06 86766�•-��`�� \`"\0,�' v � • ','. i�' � �4E •... E-E__� "�-��, "'"-�._ C` '^-�.,_ `-... ®..,`ate'"'._-�. ` ,�•�.i./�,/ E �� -�-W E yr E _ 1 0 /X `11 �c`E �`�'�- �.%/a° 4" 34" C ��\c�� \ x66 V=8 .92 x0611 e66 6.1.:1: ' G a \w 6 �G E�\' fs�-' ��` / /^�° / / 24" CPP O 66 06' ' .. 01 C E x 06 / / - "9 x y�ry CROOKED STICK LANE y.�w�--_..-�6' '/ / INV -859.08 O ROW _X# 6 )ti \E 6ry� 32"X36" CMP 1 AG ,p <u 1 y INV=858.09 6e• x000 y c gg'► 66 o x6y yti t 2,� f� x SM♦ STR #CO 3 /1� I 6z INV -860.88(S) / x X c xt x \ 06 IWV=8W.88(Nq - - - - _ NORM INLE G o tx 7OC-M.75 IbL=8fr5 INLET �v • 6 x 6y� 6 0 0 \ 864.4 �' x x c 3 v N a a n 3 u, U I - - 10 O w STEVEN SCOTT RUCKER P.E. 11300279 N O Q I� x a WEIHE ENGINEERS, INC. /z 0g "' a 0 %O C z 01Z a� N� t 0,a c E Z yON 10505 N. COLLEGE AVE. Wo;; 0 oN o0 ¢ f r O y O N 3 V N 0, /r D " INDIANAPOLIS, IN 46268 z �o Oj\W U O} Lu 6 0g0IL n xCj •gib • • / % / X x y� x `�62,7 8 x NC 03.� 0 y \ y 1 \ 7 46 � h 0 X x06 E❑ x �k, SAW STR 100 4 / I W-M.09(N) T0Cm864.19 T 91 n. 7 C: 5 2 LAND DESCRIPTION N 01, 11. PORTABLE TOILETS MUST BE ANCHORED. a CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES 1` r \N\1- \\IIIIIIIII/////7/ 1 NV �NSCO T T 0 CO) a • P 1�4 `his • o - o `QST OF STEVEN SCOTT RUCKER P.E. 11300279 I� WEIHE ENGINEERS, INC. M�1 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC Q DISTURBED ACREAGE = 0.926± AC. 0 W R; r \N\1- \\IIIIIIIII/////7/ 1 NV �NSCO T T 0 CO) a • P 1�4 `his • o - o `QST OF h+�l V N O A-�I U z 1' Q L W W Qu C W LLI T M Z C w a 0) Q o W J 0 U Y Z .E Z U C)cc w v Z Y m ,� [� O 0 Z 0 n �( 00 w C N o � ` r C O N U a� O ® 0 z Wy C) - LU % W ila EW H d n a a Know what's belo . Call before you dig. SHEET NO. S Within Indiana Call 811 or 800-382-5544 SCALE: 1 " = 20' 24 Hours a Day, 7 Days a Week. CIO I PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND 0 10 20 40 LOCATION SERVICE TWO ( WORKING W17.0206 DAYS BEFORE COMMENCING WG WORK.RK. 1 STEVEN SCOTT RUCKER P.E. 11300279 I� M�1 h+�l V N O A-�I U z 1' Q L W W Qu C W LLI T M Z C w a 0) Q o W J 0 U Y Z .E Z U C)cc w v Z Y m ,� [� O 0 Z 0 n �( 00 w C N o � ` r C O N U a� O ® 0 z Wy C) - LU % W ila EW H d n a a Know what's belo . Call before you dig. SHEET NO. S Within Indiana Call 811 or 800-382-5544 SCALE: 1 " = 20' 24 Hours a Day, 7 Days a Week. CIO I PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND 0 10 20 40 LOCATION SERVICE TWO ( WORKING W17.0206 DAYS BEFORE COMMENCING WG WORK.RK. 1 W1 0) N1 U R- 01 3 V a a It N N oz 0 U 4 I tog O w N U 0w- r, d ig WE C 1 [0 c F- . ' z 0w rnd z o a)ON cj- c-- ia I , n 0 ^¢o Nj� r N oO�r s N OWN � Q "M _ z56im pDw�w D ¢, Y �goa 10 1 9 I 8 SECTION A - CONSTRUCTION PLAN ELEMENTS Al PLAN INDEX- SEE BELOW A2 11"x17" PLAT - (REDUCTION OF STORMWATER POLLUTION PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN) A3 PROJECT NARRATIVE - THIS IS A PROPOSED MAINTENANACE BUILDING ON APPROXIMATELY 0.926 ACRES. THE CONSTRUCTION SHALL CONSIST OF 1 BUILDING, ASPHALT PARKING RESURFACING AND COMPACTED STONE PARKING SERVICE DRIVE. A4 VICINITY MAP - SEE BOTTOM LEFT OF THIS SHEET A5 LEGAL DESCRIPTION - SEE RIGHT SIDE OF SHEET C102, LAT: 39°56'50"N LONG: 86°10'20"W A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS - SEE STORMWATER POLLUTION PREVENTION PLAN A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090060 A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS - NG -T ADDI ICA61 E A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - -I-IL-VERT AT PIGRT EAST GGIRNER OF PR9P€RTY REFER TO STORMWATER POLLUTION PREVENTION PLAN. A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE - ONSITE PRIVATE POND All IDENTIFICATION OF ALL RECEIVING WATERS - ONSITE POND -WILLIAMS CREEK WATERSHED AND EVENTUALLY THE WHITE RIVER. Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE PRIVATE POND. A13 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES -NOT APPLICABLE A14 PRE -CONSTRUCTION AND POST -CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - SEE STORMWATER POLLUTION PREVENTION PLAN A16 CONSTRUCTION LIMITS - SEE STORMWATER POLLUTION PREVENTION PLAN A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER-- GRASS A18 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BOTTOM LEFT OF THIS SHEET A19 LOCATIONS, SIZE & DIMENSIONS OF PROPOSED STORMWATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN A20 PLANS FOR OFF-SITE CONSTRUCTION ACTIVITIES - NOT APPLICABLE A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS - N/A A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER ER POLL UTION PREVENTION N PLAN A23 PROPOSED FINAL TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN SECTION B - SWPI11P - CONSTRUCTION PHASE B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES 1. A PRE -CONSTRUCTION MEETING WITH THEM CITY 0F= 41061 ESVII I F= I& -REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 2. CONSTRUCTIONENTRANCE- REMOVE EXISTING ASPHALT AND STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT TRT[ ALONG PRIVATE BTC 3. INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. 4. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. 5. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM 6. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION 7. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. 8. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. 9. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. 10. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. 11. FINAL LANDSCAPING -INSTALL FINAL LANDSCAPING. B3 CONSTRUCTION ENTRANCE - SEE STORMWATER POLLUTION PREVENTION PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF PLAN B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS - SEE STORMWATER POLLUTION PREVENTION PLAN B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - N/A B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS - SEE STORMWATER POLLUTION PREVENTION PLAN B7 RUNOFF CONTROL MEASURES - NOT APPLICABLE B8 STORM WATER OUTLET PROTECTION SPECS - SEE STORMWATER POLLUTION PREVENTION PLAN B9 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS - SEE STORMWATER POLLUTION PREVENTION PLAN B10 STORMWATER QUALITY CONSTRUCTION DETAILS - SEE STORMWATER POLLUTION PREVENTION PLAN. B11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON- SEE SEASONAL SOIL PROTECTION CHART B12 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE ISA SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. B14 MONITORING AND MAINTENANCE GUIDELINES FOR EACH STORMWATER QUALITY MEASURE - INSPECT ALL EROSION CONTROL AND STORMWATER QUALITY MEASURES WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. REPAIR/REPLACE ANY COMPROMISED OR FAILED MEASURE AS REQUIRED. MORE SPECIFIC GUIDELINES ARE INCLUDED ON INDIVIDUAL DETAILS. B15 EROSION & SEDIMENT CONTROL SPECS - N/A B17 SEDIMENT CONTROL ASSOCIATED WITH DEWATERING AND DIRECTIONAL BORING OPERATIONS - IN THE EVENT THAT DEWATERING IS REQUIRED ON SITE, PROVIDE SEDIMENT AND OIL CONTAINMENT WITH THE USE OF THE ULTRA DEWATERING BAG, PART #9724-0/S AS PROVIDED BY ULTRATECH INTERNATIONAL, INC. AND SUPPLIED BY D2 LAND & WATER RESOURCES. REFER TO MANUFACTURER SPECIFICATIONS FOR ALTERNATE SIZES OF BAGS IF NEEDED. ALTERNATE EQUAL MEASURES OF CONTAINMENT MAY BE APPROVED BY THE ENGINEER OR EROSION CONTACT PERSON IF ANOTHER PRODUCT OR METHOD OF CONTAINMENT IS DESIRED. SEC ON C - SWPPP - POST -CONSTRUCTION PHASE Cl DESCRIPTKIN OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FRO OST -CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL, OIL, GREA , ANTIFREEZE, ETC. FRO EHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ENDED TO TO REDUCE THE CC )N S FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP REDUCE CLOGGING OF STORM SYSTEMS REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGFINTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTI RS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP EDIATELY IF ANY IS SPILLED. C2 SEQUENCE DESCRIBING STORMWATER QU MEASURE IMPLEMENTATION - W QUALITY PROVIDED BY A STORMCEPTOR STC900 UNIT SHOWN ON THE PLANS STORM STRUCTURE #70 DDITIONAL WATER QUALITY MEASURES WILL BE IMPLEMENTED BY THE SITE OWNER AS PART OF IR SPILL PREV ION, CONTROL, AND COUNTERMEASURE PLAN. C3 DESCRIPTION OF PROPOSED POST -CONSTRUCTION STOR TE ALITY MEASURES - STC900 - PRECAST CONCRETE STORMCEPTOR UNIT - TO BE INSTALLED AS STORM STRUCTURE # URING STORM SEWER INSTALLATION. ADDITIONAL WATER QUALITY MEASURES WILL BE IMPLEMENTED BY THE OWNE S PART OF THEIR SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN. C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND NSTRUCTION DETAILS OF STORM WATER QUALITY MEASURE - STC900 - PRECAST CONCRETE STORMCEPTO IT - TO BE INSTALLED AS STORM ST TURE #706 DURING STORM SEWER INSTALLATION. ADDITIONAL WATER QUA MEASURES WILL BE IMPLEMENTED BY THE SI WNER AS PART OF THEIR SPILL PREVENTION, CONTROL, AND NTERMEASURE PLAN. C5 DESCRIPTION OF MAINTEN E GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY SURES - MAINTENANCE GUIDELIN OR THE STORMCEPTOR STC900 UNIT ARE INDICATED IN THE O&M MANUAL P IDED. HAMILTON COUNTY * PROJECT LOCATION AREA MAP ILI N W*E S NO SCALE 9 * PROJECT LOCATION SOILS MAP 0 7 1 6 SECTION I EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 317-571-2600 CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406 CITY OF CARMEL ENGINEERING 317-571-2441 SECTION 2 MATERIAL DANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED SITE, WHICH WILL UP OF TION ON THE S FACILITATE THE CLEAN TO ONE LOCA , SPILLS. IF AN ONSITE -FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE FENCE INLET OF DIRT BAGS SUCH AS SILT PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREAAS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS, ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE p4GaLF:81�IEL€ FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL, THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CrA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. 7 1 6 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2-6.1-1 APPLICABILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED .M.: 24 IR 1518 READOPTED FILED NOV 21 2 007 1:16 P.M.: JAN 10 2001 3:23 P , FILED , 20071219-IR-327070553BFA) 327 IAC 2-6.1-2 SPECIAL AREAS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID -SOUTHERN PART OF THE STATE IS A KARST ION. PORTIONS OF SAINT JOSEPH ELKHA RT KOSCIUSKO AND LAGRANGE REG , COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED VULNERABLE TO WATERS OF THE STATE ARE PARTICULARLY IN 42 U.S.C. DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-3 EXCLUSIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-4 DEFINITIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACRO[NVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT-OF-WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; SOIL STABILIZATION METHOD JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A *////I////* */I/'�1 SEEDING DORMANT B ® B � SEEDING TEMPORARY EDING C SODDING *—® MULCHING G v A = KENTUCKY BLUEGRASS' 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. '/I/` IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. " IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. 'KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. SEASONAL SOIL PROTECTION CHART 5 4 I 3 IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (1 1) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON -SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (1 3) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (1 4) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (1 6) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (17) "SPILL REPORT' MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (1) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF -STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7,1997,2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (1) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN; (11) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B); (111) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (1 00) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS, (11) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7,1997,2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518, READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-I R-327070553BFA) 4 1 3 2 1 1 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-3270705536FA) TABLE SPILL. • RESPONSIBILITIES I-7 REPORTABLE S S 327 IAC 2 6. , AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30),2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006,10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007,1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008,2:06 P.M.: 20080625-1 R-327080419ACA) 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3, IC 13-18-8; IC 13-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DLLAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 241R 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 201R 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 2 (= C/� 04 00 W N N `= 146th ST Q 146th ST.° z 0 � � � F o >c 'z �Id 7! ,, LTJ m P141�tST.d ,a L C)0x r., 00 �O 00"4~O"t i w Uj r; 1' 0 v� �10 110 0 " 4 I I I x 3 zcd0 tW)t 00 't 00 x W) .cd ,= zz --- WT, W � . x � MAIN ST. �: M 00 M Q 131st ST. r 146th T. 126th ST. a p a '< m tri y �0 V w 116th ST. d 116th ST. a 111th ST. Z m 106th S'1'. 106th ST. C a n �) �, 14 PO I 65 96th ST. 96th ST. 1-465 OOF � 146 d z Soth ST. Stith ST. * PROJECT LOCATION AREA MAP ILI N W*E S NO SCALE 9 * PROJECT LOCATION SOILS MAP 0 7 1 6 SECTION I EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 317-571-2600 CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406 CITY OF CARMEL ENGINEERING 317-571-2441 SECTION 2 MATERIAL DANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED SITE, WHICH WILL UP OF TION ON THE S FACILITATE THE CLEAN TO ONE LOCA , SPILLS. IF AN ONSITE -FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE FENCE INLET OF DIRT BAGS SUCH AS SILT PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREAAS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS, ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE p4GaLF:81�IEL€ FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL, THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. CrA CROSBY SILT LOAM 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. 7 1 6 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2-6.1-1 APPLICABILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED .M.: 24 IR 1518 READOPTED FILED NOV 21 2 007 1:16 P.M.: JAN 10 2001 3:23 P , FILED , 20071219-IR-327070553BFA) 327 IAC 2-6.1-2 SPECIAL AREAS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID -SOUTHERN PART OF THE STATE IS A KARST ION. PORTIONS OF SAINT JOSEPH ELKHA RT KOSCIUSKO AND LAGRANGE REG , COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED VULNERABLE TO WATERS OF THE STATE ARE PARTICULARLY IN 42 U.S.C. DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-3 EXCLUSIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-4 DEFINITIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACRO[NVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT-OF-WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; SOIL STABILIZATION METHOD JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A *////I////* */I/'�1 SEEDING DORMANT B ® B � SEEDING TEMPORARY EDING C SODDING *—® MULCHING G v A = KENTUCKY BLUEGRASS' 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. '/I/` IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. " IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. 'KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. SEASONAL SOIL PROTECTION CHART 5 4 I 3 IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (1 1) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON -SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (1 3) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (1 4) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (1 6) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (17) "SPILL REPORT' MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (1) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF -STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7,1997,2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (1) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN; (11) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B); (111) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (11) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (1 00) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS, (11) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (111) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7,1997,2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518, READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-I R-327070553BFA) 4 1 3 2 1 1 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(l 1) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-3270705536FA) TABLE SPILL. • RESPONSIBILITIES I-7 REPORTABLE S S 327 IAC 2 6. , AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30),2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006,10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007,1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008,2:06 P.M.: 20080625-1 R-327080419ACA) 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3, IC 13-18-8; IC 13-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DLLAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 241R 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 201R 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 2 (= C/� 04 00 W N N , gc� Q 0,,c z 0 � � � F o >c 'z �Id W ,, LTJ 0 ^cl � ,a L r., 00 �O 00"4~O"t i w 1� � � W) 1' 0 v� �10 110 0 " U•--1 I I I x 3 zcd0 tW)t 00 't 00 x W) .cd ,= zz --- WT, W I � 0E1 �: M 00 M Q Q m a o = ?' U) o R o 0= 2 2 Q �¢ =- x Q W = X q CO x .. 06 U z �o CZ�7 : 0 c v, v a 2z � Q � t G z 0 w x \\\O\� tlllIII/////77 \�NN.\`��,scorr ' %moo T 5- �� `�T ,, y Qv 4-t. PE �9 ? = ° a - � ST OF . ��_�� Y111 ri, �%eS��.�ONAL E O1111111nr1111 m1\\\\\\\ � 0 1--, STEVEN SCOTT RUCKER P.E. 1 ',00279 N co O O It 0 z zJ '--' W 2 U LU Z W U Y 4 U_ H z W Y O U ►--� 00 r - Q) U U w rA�- V1 U z e, CL, z 0 I --•m W m w , w /^ � C" U 7 OE = 0 "-4 N -0 CCLU c a� I-- = c m W s 0 zZ 0 .- !E C-14 c N W �< G o E `o o z w 0 Q � Lu (L fill© Know what's below. 0- ° Cell before you dig. SHEET N0. Within Indiana Call 811 or 800—J82-5544 24 Hours o Day, 7 Days o Week. C103 PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING IW17.0206 DAYS BEFORE COMMENCING WORK. C/� c �4 , gc� P4 ) a � c 1T F C 'z W ,, LTJ z i 1� 0. .. : (.� ]. � . ? i) W �� M WT, W I � Q m a o = ?' U) o R o 0= 2 2 Q �¢ =- x Q W = X q CO x .. 06 U z �o CZ�7 : 0 c v, v a 2z � Q � t G z 0 w x \\\O\� tlllIII/////77 \�NN.\`��,scorr ' %moo T 5- �� `�T ,, y Qv 4-t. PE �9 ? = ° a - � ST OF . ��_�� Y111 ri, �%eS��.�ONAL E O1111111nr1111 m1\\\\\\\ � 0 1--, STEVEN SCOTT RUCKER P.E. 1 ',00279 N co O O It 0 z zJ '--' W 2 U LU Z W U Y 4 U_ H z W Y O U ►--� 00 r - Q) U U w rA�- V1 U z e, CL, z 0 I --•m W m w , w /^ � C" U 7 OE = 0 "-4 N -0 CCLU c a� I-- = c m W s 0 zZ 0 .- !E C-14 c N W �< G o E `o o z w 0 Q � Lu (L fill© Know what's below. 0- ° Cell before you dig. SHEET N0. Within Indiana Call 811 or 800—J82-5544 24 Hours o Day, 7 Days o Week. C103 PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING IW17.0206 DAYS BEFORE COMMENCING WORK. 7 g 5 4 3 2 1 10 9 8 4 3 2 1 STANDARD 2" LIFT HANDLES 00 OVERFLOW 11 GAUGE STEEL SUSPENSION SYSTEM TABLE 1. TEMPORARY SEEDING SPECIFICATIONS N REAR CURB GUARD FLAP AREA Q WITH MAGNETIC TIE -DOWNS D D !/� o0 00000000°° .,err.. ••••• "�'�I ',• •• SEED SPECIES, RATE PER ACRE PLANTING DEPTH OPTIMUM DATESz WHEAT OR RYE 150 LBS. 1 TO 1% INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 -APRIL 15 ANNUAL RYEGRASS 40 LBS, Y4 INCH MARCH 1 - MAY 1 AUG. 1 - SEPT. 1 GERMAN MILLET 40 LBS. 1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS. 1 TO 2 INCHES MAY 1 - JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES APRIL 15 - JUNE 1 CORN (BROADCAST) 300 LBS. 1 TO 2 INCHES MAY 11 - AUG. 10 SORGHUM 35 LBS, 1 TO 2 INCHES MAY 1 - JULY 15 LL MAX. DISTANCE ABOVE FENCE LESS THAN 2% 100 FT. 2 TO 5% 75 FT. s~ �D 50 FT. 10 TO 20% 25 FT. O 15 FT. 9 C a� • l a � oo 1,0 •� O � w U= I I I x N N M 00-t0 x o.Cd --- Z In r- CD i` -- -- M OC M d 2 -WOOD POST/STAKES WRAPPED MAXIMUM LOAD SLOPE AND DISTANCE FOR WITH SILT FENCE AND ROTATED AT WHICH A SILT FENCE IS APPLICABLE TURN TO SECURE LEAST ONE FU 1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SILT FENCE END IN PLACE 41-1 STAINLESS SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. C STEEL C 2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES CLAMPING MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SILT FENCE BAND SITE WITHIN THE STATE. NOTES REPLACEABLE SEDIMENT BAGS 1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS 2 -WOOD S POST/STAKES WRAPPED W WITH GEOTEXTILE FILTER FABRIC APPROPRIATELY ANCHORED. WITH SILT FENCE AND ROTATED 2 HIGH CONCE POTENTIAL FOR OFERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS AT LEAST TWO FULL TURNS TO OFPOST PROVIDE A SECURE CONNECTION LOAD SLOPE MAX. DISTANCE ABOVE FENCE LESS THAN 2% 100 FT. 2 TO 5% 75 FT. 5 TO 10% 50 FT. 10 TO 20% 25 FT. MORE THAN 20% 15 FT. SEEDBED PREPARATION W TYPICAL CURB B 0 X TYPICAL FLAT/RECTANGULAR/ROLLED CURB TYPICAL ROUND 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. SILT FENCE POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST �" 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE INLET FILTER T FILTER OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. TO JOIN TO FENCE: WOVEN WIRE, 14-1/2 EWITH GA., 6" MAX. MESH OPENING l " INLET FILTER INLET L E 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. ENDS OF TWO A DISK OR RAKE OPERATED ACROSS THE SLOPE. lll���-�� FENCES. F-� 0- INSTALLATION: ,INSTALLATION: SEEDING t w 1. REMOVE GRATE 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. POST 2"X2" WOOD OR 1.33 POST 2"X2" WOOD OR 1.33 LBS/FOOT " 2. DROP FLEXSTORM INLET FILTER ONTO 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH LBS/FOOT STEEL 6' MAX. _ ' ? SHOWN IN TABLE 1. STEEL 8' MAX. SPACING LOAD BEARING LIP OF CASTING OR NOTES SPACING e FLEXSTORM Inlet Filter Specifications CONCRETE STRUCTURE B 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR `0 WIRE FENCE 14 GUAGE (MIN) -6" MESH 7 3. REPLACE GRATE CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. WOVEN FILTER FABRIC SILT REQ'D. IN SWALES OR AREAS OF I"'+ MVEN GeoteXtlle Sediment Bag Specs (2 ft Vol) 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. FENCE MATERIAL COVER CONCENTRATED FLOW 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. W I Material Property Test Wthod Value {ave) 3.A LCH AND ANCHOR IT IN PLACE. MAINTENANCE X NONWOVEN FILTER FABRIC - X � SECURE TO POSTS WITH 2" LATH � Grab Tensile ASTM D 4532 255 X 275 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. j 2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. 8"X4" TRENCH TO BE BACKFILLED 8"X4" TRENCH TO BE o 3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH AND COMPACTED z BACKFILLED AND COMPACTED z Puncture Strength ASTM D 4833 135 lbs WHERE NECESSARY. 4. IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF a r µ NITROGEN IN FEBRUARY OR MARCH. 00 FINISH GRADE °D FINISH GRADE o o Trapezoidal Tear ASTM D 4533 75 lbs 0" w o>- 2 n N UVResistance ASTM D 4355 90°l0 REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL FLOW FLOW ¢ U q m 1 CO X DAWN ALL PRODUCTS MANUFACTURED - = _ y - _ = O z CD o ¢ Z EL cow App Open Sim (AOS) ASTM D 4751 2O Sieve BY INLET &PIPE PROTECTION. INC TEMPORARY SEED I I I I _ �: I = -III-I I- w I. I GEOTEXTILE FABRIC LAID x 3 w x x ¢ CHECKED DISTRIBUTED BY ADS GEOTEXTILE FABRIC LAID ON A Permittivity ASTM D 4491 1.5 sec OA WWW.INLETFILTERS.COM A UNDISTURBED III I I III t- UNDISTURBED -III- ^ III I I t - BO DOWN SLOPE SIDE AND z -_��_ DOWN SLOPE SIDE AND z -=�t I - BOTTOM OF TRENCH (866) 287-8655 PH GROUND -III I I - BOTTOM OF TRENCH GROUND I - } Water Flow late ASTM D 4491 200 m/sgtt MFG INFO 355-3477 FX _ _ gp INFO I5-3477 LTERS.COM I I t co III I i- EMBEDDED SILT FENCE MATERIAL MIN. APPROVED @ I I _ EMBEDDED SILT FENCE MATERIAL MIN. 8" D ALONG SIZE DWG NO REV I I- INTO GROUND W/ IC LAID ALONG BOTTOM OF BOTTOM OFF TRE8" INTO NCH. CH 1 OIIL SLICING IN Sediment Removal ASTM D 7351 82% C1 J I TRENCH. SOIL SLICING IN ACCORDANCE _ _ PP Flexstorm Specifications WITH ASTM D 6462 8.2.2 IS ALSO _ E�1CIenC Pi% mix) SCALE SHEET 1 OF 1 �-_III_ �-III = ACCORDANCE WITH ASTM D 6462 8.2.2 IS F 1 ) I =I I ACCEPTABLE. -IIII ( ALSO ACCEPTABLE. 4 3 2 -III- -III I 1 I=I i III -I � 4' (MINIMUM) "SWPPP INFORMATION" MUST BE DANDY BAG DISPLAYED PROMINENTLY ACROSS �NOTES: INSTALLATION AND MAINTENANCE GUIDELINES WITHOUT WIRE SUPPORT WITH WIRE UPP THE TOP OF THE SIGN, AS SHOWN IN ORT THE DETAIL. SWPPP INFORMATION 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION y EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL INSTALLATION GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE PREFABRICATED SILT FENCE COPY OF COPY OF COPY HAZARD. TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAGOII SO IDEM 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END NOTICE OF IN A CLEARLY READABLE THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. NOI APPROVAL 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED OF DRAINAGE Y CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE 2. TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. SUFFICIENCLETTER MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. SIGN TO BE CONSTRUCTED OFA RIGID MATERIAL, SUCH AS NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT. _ AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE w PLYWOOD OR OUTDOOR SIGN LOOK INTO THE DANDY BAGOII. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF OF THE TRENCH. a COPY COPY COPY D 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND BOARD. SIGN MUST BE SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. o CONSTRUCTED IN A MANNER TO OF OF OF GOVERNING AGENCY. USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. ¢ PROTECT DOCUMENTS FROM CONSTRUCTION CONSTRUCTION CONSTRUCTION ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. DAMAGE DUE TO WEATHER (WIND, SITE SITE SITE 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. z NOTICE AS NOTICE AS NOTICE AS 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS SUN, MOISTURE, ETC.). APPLICABLE APPLICABLE APPLICABLE UNLESS APPROVED BY THE GOVERNING AGENCY. > GRATE NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO > 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. x INFORMATION SIGN. \ LIFT STRAPS DETAILED DESCRIPTION OF THE LOCATION OF THE MAINTENANCE ���``\\*SCOITT///�� SWPPP DOCUMENTATION (BINDER AND SITE MAPS) IF FENCE FABRIC TEARS, STARTS TO DE_INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. ��� ON THE SITE. _ �� C COMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULDF,G%STE i DANDY BAG®II MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. STANDARD FABRIC IS AN _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. ORANGE WOVEN WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, P �9 MONOFILAMENT AND STABILIZE. OF ::` -o�ST DUMPING STRAP ALLOWS FOR REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 'DIANP: z EASY REMOVAL OF CONTENTSCONAL ih SEDIMENTATION/SILT FENCE (NO SCALE) STEVEN SCOTT RUCKER P.E. 11300279 M Q DROP INLET CURB PROTECTION DETAIL PROVIDED BY DANDY BAG (NO SCALE) w SWPPP INFORMATION SIGN Z (NO SCALE) N INSTALLATION C:)(0 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION Z 10' MIN. PLAN TO INSTALL THE SYSTEM. Z - NOTES: 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL Z O 1. ACTUAL LAYOUT DETERMINED IN ~ 3/8" TREATED THE CONTAINMENT SYSTEM. -� PLYWOOD 48"x24" FIELD. PAINTED WHITE • • ° • • • • 3. ABASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND Mn"'"{ WOOD OR METAL 2. THE CONCRETE WASHOUT SIGN LOITHER N NG DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENEh--1 r CUM 1 DC IAIC-rAI 1 Cfl 1AII7i-IIKI �1 � ~I�-•1 `6 • • • • _STAKES 10SECURE WOOD OR METAL v"'•v'^���V •• BLACK LETTER 6" HEIGHT THE STRAW BALES 30FT. OF THE TEMP. CONCRETE METAL PINS OR STAPLES 4. ~ STAKES TO SECURE SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED U CONCRETE, ----(TWO PER BALE) WASHOUT FACILITY. TO SECURE THE SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL WASHOUT • • THE STRAW BALES POLYETHYLENE LINING L1J 0.5" LAG SCREWS (TWO PER BALE) TO THE STRAW BALES TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING Q BINDING WIRE SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. L) • w 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO W J Z o SECTION LINE POLYETHYLENE LINING 10 6. PLACE A NON -COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT 7 cn • • H U MIL. EXTENDING OVER O = FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF � �•-y m � WOOD POST 3"x3"x8' BALES WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). U)UJ STRAW BALE (TYP) 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. a) _ • • I `� 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED Z � M I V4U I=I = I d\V LOCATIONS. Y m I- II I I I - - - - 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY Q o a M • • • • • • • • CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH O Z Q a STRAW BALE (TYP) I _ a -I I -I � I-� � �-� I �- -IIIA � � I I II � PAD FOR CONCRETE WASHOUT SYSTEMS. ~J U M TLiPOLYETHYLENE LINING 10 -) I �, ,� = 10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. f-� MILJ. EXTENDING OVER N F ---I C L 10 MIL. PLASTIC LINING W c WOOD OR METAL Q� o c BALES STAKES (TYP) - 2 PER MAINTENANCE o METAL PINS OR STAPLES `- oa NATIVE MATERIAL (OPTIONAL) SECTION BALE 1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF UJ - PLAN TO SECURE THE o o SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. POLYETHYLENE LINING TO z 2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. � „g THE STRAW BALES d EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES o ° Z 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY p `T �W ALTERNATE CLEANED OUT. • ® Z CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF uJ �i c E MATERIAL USUALLY DAMAGES IT. � Z N WASTE. o 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE d @ W a Know what's below. 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE a (wC0 a � ° CONCRETE WASHOUT LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. CII before you dig. SHEET NO. 6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE Within Indiana Call C14 w o CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH r 3 TYPE "ABOVE GRADE (NO SCALE) THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. ST i OC 800-382-5544 3 24 Hours a Day, 7 Days a Week. C104 i� W/ STRAW BALES" �o = PER INDIANA STATE LAW IC 8-1-26. AGAINST IOTIFYG HE UNDERGROUND O. _ a i LOCATION SERVICE TWO (2) WORKING Z M DAYS BEFORE COMMENCING WORK. PR JE N WITHOUTNOTIFYING o��o W17.0206 U0 LuO 0 o ii 9 8 7 6 5 4 3 2 1 10 44 SEEDBED PREPARATION W TYPICAL CURB B 0 X TYPICAL FLAT/RECTANGULAR/ROLLED CURB TYPICAL ROUND 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. SILT FENCE POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST �" 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE INLET FILTER T FILTER OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. TO JOIN TO FENCE: WOVEN WIRE, 14-1/2 EWITH GA., 6" MAX. MESH OPENING l " INLET FILTER INLET L E 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. ENDS OF TWO A DISK OR RAKE OPERATED ACROSS THE SLOPE. lll���-�� FENCES. F-� 0- INSTALLATION: ,INSTALLATION: SEEDING t w 1. REMOVE GRATE 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. POST 2"X2" WOOD OR 1.33 POST 2"X2" WOOD OR 1.33 LBS/FOOT " 2. DROP FLEXSTORM INLET FILTER ONTO 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH LBS/FOOT STEEL 6' MAX. _ ' ? SHOWN IN TABLE 1. STEEL 8' MAX. SPACING LOAD BEARING LIP OF CASTING OR NOTES SPACING e FLEXSTORM Inlet Filter Specifications CONCRETE STRUCTURE B 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR `0 WIRE FENCE 14 GUAGE (MIN) -6" MESH 7 3. REPLACE GRATE CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. WOVEN FILTER FABRIC SILT REQ'D. IN SWALES OR AREAS OF I"'+ MVEN GeoteXtlle Sediment Bag Specs (2 ft Vol) 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. FENCE MATERIAL COVER CONCENTRATED FLOW 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. W I Material Property Test Wthod Value {ave) 3.A LCH AND ANCHOR IT IN PLACE. MAINTENANCE X NONWOVEN FILTER FABRIC - X � SECURE TO POSTS WITH 2" LATH � Grab Tensile ASTM D 4532 255 X 275 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. j 2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. 8"X4" TRENCH TO BE BACKFILLED 8"X4" TRENCH TO BE o 3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH AND COMPACTED z BACKFILLED AND COMPACTED z Puncture Strength ASTM D 4833 135 lbs WHERE NECESSARY. 4. IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF a r µ NITROGEN IN FEBRUARY OR MARCH. 00 FINISH GRADE °D FINISH GRADE o o Trapezoidal Tear ASTM D 4533 75 lbs 0" w o>- 2 n N UVResistance ASTM D 4355 90°l0 REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL FLOW FLOW ¢ U q m 1 CO X DAWN ALL PRODUCTS MANUFACTURED - = _ y - _ = O z CD o ¢ Z EL cow App Open Sim (AOS) ASTM D 4751 2O Sieve BY INLET &PIPE PROTECTION. INC TEMPORARY SEED I I I I _ �: I = -III-I I- w I. I GEOTEXTILE FABRIC LAID x 3 w x x ¢ CHECKED DISTRIBUTED BY ADS GEOTEXTILE FABRIC LAID ON A Permittivity ASTM D 4491 1.5 sec OA WWW.INLETFILTERS.COM A UNDISTURBED III I I III t- UNDISTURBED -III- ^ III I I t - BO DOWN SLOPE SIDE AND z -_��_ DOWN SLOPE SIDE AND z -=�t I - BOTTOM OF TRENCH (866) 287-8655 PH GROUND -III I I - BOTTOM OF TRENCH GROUND I - } Water Flow late ASTM D 4491 200 m/sgtt MFG INFO 355-3477 FX _ _ gp INFO I5-3477 LTERS.COM I I t co III I i- EMBEDDED SILT FENCE MATERIAL MIN. APPROVED @ I I _ EMBEDDED SILT FENCE MATERIAL MIN. 8" D ALONG SIZE DWG NO REV I I- INTO GROUND W/ IC LAID ALONG BOTTOM OF BOTTOM OFF TRE8" INTO NCH. CH 1 OIIL SLICING IN Sediment Removal ASTM D 7351 82% C1 J I TRENCH. SOIL SLICING IN ACCORDANCE _ _ PP Flexstorm Specifications WITH ASTM D 6462 8.2.2 IS ALSO _ E�1CIenC Pi% mix) SCALE SHEET 1 OF 1 �-_III_ �-III = ACCORDANCE WITH ASTM D 6462 8.2.2 IS F 1 ) I =I I ACCEPTABLE. -IIII ( ALSO ACCEPTABLE. 4 3 2 -III- -III I 1 I=I i III -I � 4' (MINIMUM) "SWPPP INFORMATION" MUST BE DANDY BAG DISPLAYED PROMINENTLY ACROSS �NOTES: INSTALLATION AND MAINTENANCE GUIDELINES WITHOUT WIRE SUPPORT WITH WIRE UPP THE TOP OF THE SIGN, AS SHOWN IN ORT THE DETAIL. SWPPP INFORMATION 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION y EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL INSTALLATION GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE PREFABRICATED SILT FENCE COPY OF COPY OF COPY HAZARD. TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAGOII SO IDEM 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END NOTICE OF IN A CLEARLY READABLE THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. NOI APPROVAL 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED OF DRAINAGE Y CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE 2. TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. SUFFICIENCLETTER MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. SIGN TO BE CONSTRUCTED OFA RIGID MATERIAL, SUCH AS NOTICE -OF -TERMINATION (NOT) IS FILED FOR THE PERMIT. _ AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE w PLYWOOD OR OUTDOOR SIGN LOOK INTO THE DANDY BAGOII. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF OF THE TRENCH. a COPY COPY COPY D 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND BOARD. SIGN MUST BE SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. o CONSTRUCTED IN A MANNER TO OF OF OF GOVERNING AGENCY. USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. ¢ PROTECT DOCUMENTS FROM CONSTRUCTION CONSTRUCTION CONSTRUCTION ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. DAMAGE DUE TO WEATHER (WIND, SITE SITE SITE 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. z NOTICE AS NOTICE AS NOTICE AS 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS SUN, MOISTURE, ETC.). APPLICABLE APPLICABLE APPLICABLE UNLESS APPROVED BY THE GOVERNING AGENCY. > GRATE NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO > 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. x INFORMATION SIGN. \ LIFT STRAPS DETAILED DESCRIPTION OF THE LOCATION OF THE MAINTENANCE ���``\\*SCOITT///�� SWPPP DOCUMENTATION (BINDER AND SITE MAPS) IF FENCE FABRIC TEARS, STARTS TO DE_INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. ��� ON THE SITE. _ �� C COMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULDF,G%STE i DANDY BAG®II MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. STANDARD FABRIC IS AN _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. ORANGE WOVEN WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, P �9 MONOFILAMENT AND STABILIZE. OF ::` -o�ST DUMPING STRAP ALLOWS FOR REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 'DIANP: z EASY REMOVAL OF CONTENTSCONAL ih SEDIMENTATION/SILT FENCE (NO SCALE) STEVEN SCOTT RUCKER P.E. 11300279 M Q DROP INLET CURB PROTECTION DETAIL PROVIDED BY DANDY BAG (NO SCALE) w SWPPP INFORMATION SIGN Z (NO SCALE) N INSTALLATION C:)(0 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION Z 10' MIN. PLAN TO INSTALL THE SYSTEM. Z - NOTES: 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL Z O 1. ACTUAL LAYOUT DETERMINED IN ~ 3/8" TREATED THE CONTAINMENT SYSTEM. -� PLYWOOD 48"x24" FIELD. PAINTED WHITE • • ° • • • • 3. ABASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND Mn"'"{ WOOD OR METAL 2. THE CONCRETE WASHOUT SIGN LOITHER N NG DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENEh--1 r CUM 1 DC IAIC-rAI 1 Cfl 1AII7i-IIKI �1 � ~I�-•1 `6 • • • • _STAKES 10SECURE WOOD OR METAL v"'•v'^���V •• BLACK LETTER 6" HEIGHT THE STRAW BALES 30FT. OF THE TEMP. CONCRETE METAL PINS OR STAPLES 4. ~ STAKES TO SECURE SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED U CONCRETE, ----(TWO PER BALE) WASHOUT FACILITY. TO SECURE THE SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL WASHOUT • • THE STRAW BALES POLYETHYLENE LINING L1J 0.5" LAG SCREWS (TWO PER BALE) TO THE STRAW BALES TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING Q BINDING WIRE SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. L) • w 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO W J Z o SECTION LINE POLYETHYLENE LINING 10 6. PLACE A NON -COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT 7 cn • • H U MIL. EXTENDING OVER O = FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF � �•-y m � WOOD POST 3"x3"x8' BALES WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). U)UJ STRAW BALE (TYP) 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. a) _ • • I `� 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED Z � M I V4U I=I = I d\V LOCATIONS. Y m I- II I I I - - - - 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY Q o a M • • • • • • • • CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH O Z Q a STRAW BALE (TYP) I _ a -I I -I � I-� � �-� I �- -IIIA � � I I II � PAD FOR CONCRETE WASHOUT SYSTEMS. ~J U M TLiPOLYETHYLENE LINING 10 -) I �, ,� = 10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. f-� MILJ. EXTENDING OVER N F ---I C L 10 MIL. PLASTIC LINING W c WOOD OR METAL Q� o c BALES STAKES (TYP) - 2 PER MAINTENANCE o METAL PINS OR STAPLES `- oa NATIVE MATERIAL (OPTIONAL) SECTION BALE 1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF UJ - PLAN TO SECURE THE o o SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. POLYETHYLENE LINING TO z 2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. � „g THE STRAW BALES d EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES o ° Z 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY p `T �W ALTERNATE CLEANED OUT. • ® Z CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF uJ �i c E MATERIAL USUALLY DAMAGES IT. � Z N WASTE. o 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE d @ W a Know what's below. 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE a (wC0 a � ° CONCRETE WASHOUT LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. CII before you dig. SHEET NO. 6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE Within Indiana Call C14 w o CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH r 3 TYPE "ABOVE GRADE (NO SCALE) THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. ST i OC 800-382-5544 3 24 Hours a Day, 7 Days a Week. C104 i� W/ STRAW BALES" �o = PER INDIANA STATE LAW IC 8-1-26. AGAINST IOTIFYG HE UNDERGROUND O. _ a i LOCATION SERVICE TWO (2) WORKING Z M DAYS BEFORE COMMENCING WORK. PR JE N WITHOUTNOTIFYING o��o W17.0206 U0 LuO 0 o ii 9 8 7 6 5 4 3 2 1 10 STR #EX.INLET N GRATE 867.28 =867 Q) 0 10 P4 9 1 8 1 7 PROPOSED MAINT. BLDG. 50'x 100' F.F.E. 868.0 STM STR #101 NEENAH R-340; TOC=867.6 INV=865.03(NW) P5 6 5 4 3 2 1 ,r STAIR WELL STORAGE a' _'s 20'-8" x 20' R2 g E. 874.8 P5 6 5 4 3 2 1 SITE PLAN NOTES SITE PLAN GENERAL NOTES PAVEMENT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR PROPOSED g1 ADMIN. BLDG. H1 t 60'x 60' F.F.E. 874.8 SAW STR X00 1 INV=868.91(SW) 2. 1W=868.91(N) ; P5 6 5 4 3 2 1 SITE PLAN NOTES SITE PLAN GENERAL NOTES PAVEMENT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM P1 HEAVY DUTY ASPHALT PAVING S THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO P2 HEAVY DUTY CONCRETE WITH V CHAMFERED CORNERS STARTING CONSTRUCTION. P3 STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302 S 2. ALL QUANTITIES GIVEN ON TI IESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION AItE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. P4 MATCH EXISTING PAVEMENT ELEVATION 3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) P5 REGRADE AND COMPACT EXISTING STONE 8 STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN HARDSCAPE DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. H1 INTEGRAL WALK AND CURB 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND H2 ASPHAULT PAVEMENT FLUSH WITH CONCRETE APRON CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. BUILDING ACCESSORIES 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 61 REFER TO ARCHITECTURAL DRAWINGS FOR NEW BUILDING 6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT SIGNAGE &MARKINGS INFORMATION. 7. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE S1 4" PAINTED WHITE SOLID LINES (TYP) CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. S2 4" PAINTED WHITE SOLID LINE ISLAND 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL BOLLARD CURB OR FACE OF BUILDING. 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING ABBREVIATIONS ELECTRIC JUNCTION BOX DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING © FROM THESE PLANS. 10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE UTILITY POLE AS REQUIRED. ESMT EASEMENT 11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL D.&U.E. DRAINAGE AND UTILITY EASEMENT CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12. ± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO B EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS 3 EXISTINGALL AREAS WHERE THE LAWNS ARE DAMAGED DUR NG CONS RUTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17. REFER TO ARCHITECTURAL PIANS FOR BUILDING ACCESSORY DETAILS. 18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. ° ° r x, u O QJG rQ JCT O � � CROOKED STICK LANE MB / \ i O \ � SAW STR IW 3 IW-M.88(NE)STORM INLE / TOC -M.75/ / ®RIM=865.48 \ STORM INLET RIM=864.44��® .N 0 0 N U 0 0 N 0 3 a� rte. II C .N v+ c E � N c a w I / 0 N 0 Z N �d 00 / N h W H to O U) I U N O y /0Q .. _0 r N U LJ m z:2,0�t w r-�\ 00 W naSI // 0 / / SAN SIR JIM 4 MIY-W9.09(S) / [-IW-M.09(N) TOC -864.19 10 9 8 7 SITE PLAN LEGEND UTILITIES PAVEMENT FIRE DEPT HOOKUP ORNAMENTAL LIGHT it HEAVY DUTY ASPHALT FIRE HYDRANT � STREET LIGHT POST INDICATOR VALVE � COMMUNICATIONS JUNCTION BOX QQ WATER MANHOLE � COMMUNICATIONS MANHOLE CONCRETE PAVEMENT ® SPRINKLER CONTROL BOX © COMMUNICATIONS PEDESTAL COMPACTED CRUSHED ►� SPRINKLER CONTROL VALVE ® COMMUNICATIONS RISER LIMESTONE DRIVE SURFACE SPRINKLER ® BEEHIVE INLET pa SPIGOT ® CURB INLET LANDSCAPE PLANTING AREA ❑Q WELL HEAD ® ROUND INLET (SEE LANDSCAPE PLAN FOR DETAILS) � WATER METER ® SQUARE INLET I)0< WATER VALVE � STORM MANHOLE © GAS METER ® DOWN SPOUT LINE TYPES I>< GAS VALVE OO � SANITARY SEWER CLEANOUT - - - RIGHT OF WAY LINE Q ELECTRIC MANHOLE OO SANITARY SEWER MANHOLE X X IE FENCE ' ' ELECTRIC OUTLET CD FLAG POLE T T r r r GUARD RAIL D ELECTRIC METER �- SIGN BUILDING SETBACK LINE ® ELECTRICAL RISER ® POST BOUNDARY LINE ® TRANSFORMER O. GATE POST SECTION LINE GUY ANCHOR O.�L D �-� ---- n � _ 7�T O E 5 4 SITE DATA SITE AREA = X.XX AC BUILDING AREA = X,XXX SF PERCENT IMPERVIOUS = XX% ZONING = X -X FRONT YARD BSL REQUIRED = XX FT FRONT YARD BUFFER = XX FT REAR YARD BSI_ REQUIRED = XX FT REAR YARD BUFFER = XX FT SIDE YARD BSL REQUIRED = XX FT SIDE YARD BUFFER = XX FT PARKING REQUIRED: PARKING REQUIREMENT: XXXX PARKING REQUIRED = XX SPACES PARKING DIMENSIONS = X' x X' BIKE PARKING REQUIRED = XX SPACES PARKING PROVIDED: XX - STANDARD SPACES X - ADA SPACES XX - TOTAL SPACES ,STORM INLET RIP ---662`8 BOLLARD ABBREVIATIONS ELECTRIC JUNCTION BOX © GENERATOR ROW RIGHT OF WAY BSL BUILDING SETBACK LINE UTILITY POLE ESMT EASEMENT UTILITY POLE W/ TRANSFORMER D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 3 2 W E Know what's b@IOW. Call before you dig. s' Within Indiana Call 811 or 800-382-5544 SCALE: 1 `ZQ' 24 Hours o Day, 7 Days o Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING O O 20 ¢Q DAYS BEFORE COMMENCING WORK. 1 C) � 00 w � N z � � O � K O wj CLL 70 oom ROW ) 0c It 00 M 00 M d ) N � 0 r 0 00 �j U m� �4 m� N NQ CY m LC. Q m x L)�zoz z u a < z U w F - Q w 0 Q z 0 w x N SCOTT �O <PIE 9 `615T -�o `:Q -:ST OF �' S�ONAL � STEVEN SCOTT RUCKER P.E. 11300279 N (Y-1:21 2 ) O CO r � d' �./ Z_ J W � m U M W Y z Q ° w J (J Y E U = F- N � cl) m LU 7 � ;C200 t LL] °' C WL O � 0 z U a r MM W N C o r c O U N N O V � W Z w w W ~ d a SHEET NO. PROJECT NO. W17.0206 N O� C E N4 O C p C Li 0 pJ O • � Q N ?� D 03 L / N w r W a �F m c ON m =0 } N .. U W m Z g� U��O 0 Am 'STM STR #EX.INLET OPEN GRATE ITOC=867.28 INV=864.23(SE) STORM WLET RIMS 8'6 7.28 Iv M a] IN N C O i C O� N N �z �5 E .c: 0- c Z cZ wQ , 00� 0 o. N h 0 3-z 06.0 r E5 N N O] L N U 0 y /o a =oIn } m Oj\w U0 hO o`�aoa 4 3 2 10 9 8 7 6 5 GENERAL GRADING NOTES 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND _1 DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE I I I INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. I 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD I I SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS FY THE INTENT III REQUIREMENTS OR1TOVARIOUS IO HIS PROJJECT. PLEASE NOTES T THAT OTHER SECTIONSFOF THE INDOT II I STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE I I LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE I I DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. I I WITH A MEDIUM I / \ 4 AFTER ROLLER TOIDETERMINE PPING TOPSOIL, ONS OF ANY POCKETS OFUNSUITABLE EIGHT UITAB E MATERIAL. I RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE I \ \ MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT I I THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. I I \ \ 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING I I I AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. II \ \ 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE II \ \ ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL II MOISTURE0 872GE0 ECHNIOF SLS. REFER TO GEOTECHNICAL REPORT CALOTIESTING REPRESENTATIVE OR RECOMMENDATIONS. CONSULT WITH OWNER'S T ONS I o°` ME .1 t � 1 GENERAL NOTES 1. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD O 00 w AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY C14q MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE q PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #xxxxxxxx, DATED xxxxxxx x, xXXx. > O vi GRADING PLAN NOTES a� ~ co° `° � v w ,� 1 INSTALL 5'x 10' x 1.5' REVETMENT RIP -RAP ON FILTER U I I x FABRIC pp, `p N M 3 zcd SWALE WITH SUBSURFACE DRAINAGE TILE. REFER 00 00 x 2 TO DETAIL ON SHEET C302. s � Qv ME 869. ��a��- w° W 4��a 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR `T OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER W� I , o �°",, DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN BENCHMARK DATA 1 t__ ' x z 00 � �ti � LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE � � � �. LO x0� CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. r T, ? I 871.91 I \ ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE W ��� x COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD I I X-- -` - cP 869.24 5 2% 872.50 COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED � v I I �� , 0 COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 1� cz ,.. 0 ME .872.31 X eb$ I I h 1 e �� 6 %� o_ _ 8. MAXIMUM LAWN SLOPE IS 3:1. 86 873.00 % _" ass 10 x00 °0L 871.01 872.60 ��� 1�ry x�ti° o° o° �� �@'9 0 X00' 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF s 868.00 X�` �� ��� �o ti� O 2° ❑ry x� x CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITYmom ' g� 4 0 873.23 873.71 _ __ __-- x �� a� �o / 1• °��� 874.60 � ME 874.2± o 57 -M1�`� �� COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OFCID O 0 ° . ✓ 900 �� X ,...._.__ e- I ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS CARMEL REQUIREMENTS W l4 - ` NOT GUARANTEED. 874.60 873.61 ���� g. 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE 874.80 0°I 874.15 �- _ __.... -g7g _ _ - e 00 ` b �y,ti0 00. o� ��' 874.52 7, 01 �� 10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, WITHOUT AN APPROVED STORM WATER has` Ra 0 00 S AIR WELL 4q 874.07 "a? E 874.11 873 SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION MANAGEMENT PERMIT. ti 000 & TORAP 3.0% 874.26 0� 7060 > 874 17 0 Ob. OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN 1, X20' 874.26 �o e0� 00 COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, cm ���� F. :874.8 874.25 t o 000' o THE CONTRACTOR. LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR 1. OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN o o j o 0 x 874. 874.50 { ti� 4 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. THE RIGHT-OF-WAY. Oz o Q ¢� m qQ Q CO X 9y 874'75 1 0% 874.67 ti x0� 0 0 0y 12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 3. M.F.P G. = MINIMUM FLOOD PROTECTION GRADE w z c04 z 3 U 83' of 112" HDPE 0 0.96%,,.• PROPOSED 874.75 874.34 �� 0 000 / // M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR 3 x z ¢ MAI NT. BLDG. �� � � 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE 8 � f x CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS ANY ADJACENT 1 00YEAR LOCAL OR REGIONAL $00� 867.90 867.80 50'x100' �9 x� l j I o° GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR F.F.E. 868.0 0�; 00y0 AND EXISTING PAVEMENT. ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW PROPOSED x0� 874.34 / 0 0 WELLS, AND ANY OTHER STRUCTURE MEMBER ADMIN. BLDG. '� a `° 14. ANY PARTPAVEMENT O BE BACKFILLED WITH GRANULAR OR MATERIAL. UNDER OR WITHIN 5' OF WHERE FLOOD WATERS CAN ENTER A BUILDING. LLJ� STR 101 � � � ME 873.81 Q 4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ¢ o I STM # 60 x 60 1ti / t 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. ELEVATION OF THE LOWEST GRADE ADJACENT TO A cSj NEENAH R-3405 a' 1.0%_ 4 STANDARDS FOR WORKER SAFETY. STRUCTURE WHEN THE SOIL MEETS THE TOC 867.6 x �� F.F.E. 874.8 #� FOUNDATION AROUND THE OUTSIDE OF THE INV=865.03(NW) x0� g�`�ry w 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF STRUCTURE. (INCLUDING STRUCTURAL MEMBERS ME 868.3± O x ` 874.67 CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, € .7�° h SAN STR t 874.34 CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR PORCHES, SUPPORT POST, OR PIERS, AND RIM OF 00�� INYs868.91(SMI) 1'0% STOCKPILING, REMOVAL OR IMPORTING OF EARTH. THE WINDOW WELL. 2%` INN=868.91(N) 874.70 / ME 868. 2 F� 000' ` TOC 867.65 xFOo TOC=873.90 k� 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. O 0 00� h 0 874.43 0�° t �� / °090 ( CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT ME 868.0± `b 0 �� ' 874.50 x m v HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE ®� ° �' 868.00 M 0.'i x00. 00�� X�0 ��0 874.60 874.55 ti0 �' DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. �\�6d rx 867 80 N x0 8j sA 1� b 874.55 x$1 f I 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH �s 0� O 867.80 871.25 °° sr tA ��. In � � J THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. \ 1 0I . e fi° C ko1 �°\ 19. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE 871 88°874.00 0� ° # BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE N f 0 t 0 AND SMOOTH TRANSITIONS. / F o �� �_ � �• % `�� , ME 874.6± `� x � O �0,: 11 0 --- / DISCHARGE SUMMARY XXXX OUTLET PEAK DISCHARGE (CFS) RETURN PERIOD ALLOWABLE ACTUAL W/OFFSITE 10 YR. XXX XXX 100 YR. XXX XXX NET SITE ACREAGE MINUS RO XXX ACRES OFF-SITE ACREAGE XXX ACRES DETENTION VOLUME REQUIRED XX CFS DETENTION VOLUME PROVIDED XX CFS w BOL °L 00...-_, QJG ME 874.1± ME 874.3± ME 874.4± z �� x t 869.76 ' � _' 0 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS a o? '' 0 o p -_ MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, CID1 0 ti h WATER MAIN, AND STORM SEWERS IS 18" OR LESS. ti o r o I ME 873.0± x G �? �� ! x g �_ &7 L �` x� ' f \° / / 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER \\\\\\\11111111111/////77 �1 ti 8 x_'`60 j "� Q ljf' ��h O i 0 ME 87 ± o I ---•t x ~`'` M 877 �! �` O ~--- `a /' / ` POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. \\\\������jCOT% Ci ` SAN STIR 2'' �``�_875- x# �`�``� _ ME 868.6±'` IW-M.55(SW) `'''`-s��_ __--�__ ��� '�•�"` _'--.....-.-...s�� \ "` � ;''�� yo / / - \ D �� _ ITO_C�7t.32 8� D �` 10 x / b6�• _ `\ = PE �9 x§ ME 868.31s7Q NA p869. _ _ -- •, --.. ��o_ -`�� m--..- - -66------- - -�_ ___ _ �'_� `.�r,-��_`-.�• �-- - % x�b� /// / GRADING PLAN LEGEND ,l t p<<9 `•,` X867 �� "'-�.-��� __---�_-., ----�go�� '.'_--•-.-,,.r, . % � a' X�� X�� , L $ x0 �6 - - -'` 0� / // UTILITIES PAVEMENT STEVEN SCOTT Rucx> a P E. 11300_x, t o�ro0� E e0 E E86�E �G SG C`E �w M -�� / x / / // / FIRE DEPT HOOKUP ORNAMENTAL LIGHT HEAVY DUTY ASPHALT k0r 0 e 0 x % c -\ _ 6a / V FIRE HYDRANT }/ / STREET LIGHT �0 -� -� o�0 .�� f a ®� a9 xz 4n 34rr CM / /i / 4 nr�ennei IAIInATInAIC II IAI! TI(lAI R(lY b '� ty b // - o I"VJ I IlV vil�r-� I vr� vr��v� .92 0 00 0 a 000 O A G 865 ^ W ,\o , _ ���' 1 `� s 0 / / / // 24" CPP O WATER MANHOLE c� COMMUNICATIONS MANHOLE CONCRETE PAVEMENT x , xx�6� �� CROOKED STICK LANE �6e� w�E� ��' x / ,/ ° 00. i -� x g E x``00 / / INV=859.08 ® SPRINKLER CONTROL BOX ❑ COMMUNICATIONS PEDESTAL r� xe 00 P �c16 - 1A' - \w\ �\ 0f / N SPRINKLER CONTROL VALVE ® COMMUNICATIONS RISER u hr COMPACTED CRUSHED 9 o x x M pJ `� / �0 ROVv -- C E �,� ti 32"X36" CMP ® BEEHIVE INLET LIMESTONE DRIVE SURFACE 16 0f J O- \�1Y 0ti 00 V=858.09 SPRINKLER X816 9 X, a, x 0�08s5 0�0 �°`��o \P 0009 �..q'.".\C �G 00' �� $ �s� IN X00 SPIGOT ® CURB INLET LINE TYPES °O - 0 �`' 0 - 0' S ND INLET RIGHT OF WAY LINE N ,� ��/ / '� '�� '`` ~ o \� % -0 \e 00 h a0 WELL HEAD ® ROU R G co 4' f 000 n 0`'* 1 2 ® SQUARE INLET _ ._._,� .-. ... _ ---X-- � FENCE x O 864 �, 0 �� �``� e k. x x •y`.ti 51 Qw WATER METER � o / �o $ x ago � ' 0� 00 ' 1 /" " WATER VALVE STORM MANHOLE GUARD RAIL z 5 I' -SAN STIR SCO 3 / 09 �`D ,0 00 x0 �`�-� y 00 $ ��IdQ ----`" ® DOWN SPOUT BOUNDARY LINE z 0 \ 000 \ \ ! © GAS METER - 61 �0 INV=860.88(S) x "'�---.� x `�...,. x0 `I X INV=860 N - - - - - TORM INLE C X >< GAS VALVE O� SANITARY SEWER CLEANOUT -� ... • • • -� ... FLOW LINE J G �(� - - _ w TOC -M.75 / - - - IAds 86548_ `\ '`"�-.._., �c �� � O ss SANITARY SEWER MANHOLE 500- -INDEX CONTOUR n � W \ o Cp FLAG POLE 501 INTERMEDIATE CONTOUR _ "'-i E ELECTRIC MANHOLE m ST"r1NLET,,,.f /x0 ` �"~„-�_� © ELECTRIC OUTLET__00� \ W SIGN -- y -- ------c - _-- UNDERGROUND GAS H"� Qs,0� x_�� RIM=84 / x \ Q ELECTRIC METER C� ` �'""M-.,® ELECTRICAL RISER ® POST -va - - vv UNDERGROUND WATER � uj G b, TRANSFORMER \ \ \ GATE POST ^°' r /O \\ �� I/ ;' ,✓� / / �� \ x 0TRANSFORMER OO� UNDERGROUND ELECTRIC Q c G C G UNDERGROUND COMMUNICATIONS Z x \ BOLLARD o GUYANCHOR X16 o X 1� \ TC 818 74 r I i E f TC 10 N x0 ELECTRIC JUNCTION BOX CURB &GUTTER ELEVATION Eo Fc - UNDERGROUND FIBER OP I 1 a m x0o _ ` .✓,_•_as GUT 818.24 V 2 TOR Ad 11V1T 0 0�0 -� - © GENERATOR g18 PAVEMENT SPOT ELEVATION oHU Ortu OVERHEAD UTILITY Z rTl x x B62-_78 X NC %3" PVC �`3'� UTILITY POLE s1s.1 GROUND SPOT ELEVATION --- Pi FORCE MAIN W v cn h o 00a ?�G UTILITY POLE W/ TRANSFORMER xh°0o EXISTING SPOT ELEVATION ---- ---SAN--AN---- SANITARY SEWER LATERAL L b \\ '� `<-' EMERGENCY FLOOD ROUTE SANITARY SEWER MAIN W Y r C, i" FLOW DIRECTION AND SLOPE STM --STM- ROOF DRAIN ��I 0 z° y� --------------- SUB SURFACE DRAIN a �o 0 0k. x X0 -�s�� ABBREVIATIONS STORM SEWER MAIN ~ 00 04 dCT / e x ROW RIGHT OF WAY -GRADE BREAK LINE r° MENT SAN STIR iW 4 / &UESMTE. DRAINAGE AND UTILITY EASEMENT o 0. �0 INV=859.09($) / FFE FINISH FLOOR ELEVATION `.J • o r- •-I v INV=859.09(N TOC TOP OF CASTING TOC=884.19 TC TOP OF CURB GUT GUTTER • m Q z CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE w r ss PVC POLYVINYL CHLORIDE PIPE W E <a r �G VCP VITRIFIED CLAY PIPE LU a o HDPE HIGH DENSITY POLYETHYLENE PIPE Know What's below. a_ NO, xe SSD SUB SURFACE DRAIN PIPE CY 9 all before you dl SHEET NO. STM STORM S Within Indiana Call SAN SANITARY 811 Or 800-382-5544 STR STRUCTURE SCALE: 1 ' = 20' 24 Hours a Day, 7 Days a Week. C300 CO CLEANOUT PER INDIANA STATE LAW IC 8-1-26, IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND 0 10 20 40 LOCATION SERVICE TWO ( WORKING W17.0206 DAYS BEFORE COMMENCING G WORK. 4 3 2 7 6 5 1 9 8 I 3 d a a� rn 0 c 'o a um o, 3 v 0 0 L) U I ID 0 N O r i STM STR #EX.INLET OPEN GRATE TOC=867.28 INV=864.23(SE) , STORM IAILET RI -967.2,8__---. t i a) 5 4 3 2 1 10 9 $ 7 6 UTILITY PLAN NOTES GENERAL UTILITY NOTES 00 o � SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND w LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL z S1 CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN >~ [EXISTING/PROPOSED] SANITARY SEWER [MAIN/MANHOLE]. CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE ;> cd O w 11 ` COORDINATE CONNECTION WITH MEP. PROVIDE CLEANOUTS AS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES COORDINATE OCOND T ONS WITH MEPOADJUEXISTING ST AS REQUIRED. AND D. WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. � .••c,� .a � bA •-� 00 10 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE ��, O 't w EXISTING [8"] SANITARY SEWER. LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE a VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS S U PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE ' AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801]. SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. Z W) q 3 I' 00 Rt 00 S PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, Q ' OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET [C8011. CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE .b LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND PROPOSED SANITARY LATERAL CLEANOUT TYPE 3 (IN NON -PAVED MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE AREAS ONLY). REFER TO DETAIL ON SHEET [C801 ]. UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. GREASE INTERCEPTOR, REFER TO PLUMBING PLANS FOR DETAILS. 4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY ' \ \ PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. I INSTALL CORM SERADLE IF CLEARANCE IS LESS THAN 18" ER PIPES AND ALL OTHER PIPES. 5 O.S.H AALL NSTANDARDS STRUCTION OPERFORMED IN COMPLIANCE WITH FOR WORKER SAFETY. 6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WATER SERVICE NOTES: WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. �..� (D _ W1 COORDINATE AND CONNECT 6"] WATER SERVICE LINE TO EXISTING ' \ [ 7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND v` O[12"] WATER MAIN ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS LU d RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR COORDINATE CONNECTION OF DOMESTIC SERVICE LINE [AND FIRE DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. �+ ' WiEE0) a W2 SERVICE LINE] WITH PLUMBING DRAWINGS. 865 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / ` c COORDINATE CONNECTION OF DOMESTIC METER LOCATION WITH SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY 3 LOCAL SERVICE PROVIDER. [1 1/2" WATER METER SET W/ BACKFLOW SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE 0- I x6 PREVENTION INSIDE THE BUILDING ANTICIPATED]. PVC. 0 660 x 6 W4 EXISTING FIRE HYDRANT. 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL v ' rp ti SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN PROPOSED FIRE HYDRANT ASSEMBLY. REFER TO DETAIL ON SHEET SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. x6 41 4)W5 [C801]. 868 ��� ' - "\ g �� 4) 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING HT1 0� xx c 6° W6 PROPOSED POST INDICATOR VALVE (PIV). CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR I-+1 OL �1� y " '- - ry X�� �� LK O 69� 699 C: X 6 O c c \ 6 AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO x� �� $�°���o o o x O PROPOSED FIRE DEPARTMENT CONNECTION [5" STORZ/2.5" SIAMESE]. EXISTING CONDITIONS OR BETTER. koXO _ - ' `� `� &H - --• -� �� �o I W8 PROPOSED [SIZE] WATER VALVE. REFER TO DETAIL ON SHEET [C801]. 11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, 50O PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER 060 01� / -872 --- 6 �6 S AIR WELL 87 eft� W9 PROPOSED [6" PVC] FIRE SERVICE LINE. MANAGEMENT TO CONTROL MOISTURE OF SOILS. m o n C, CDy o e 661 X 610 s" o x� 61 X6. 6"t XO X, e� ✓ o60 (Jj px 0�Z x f ? X `1 x661 66 c ST M INLET 66 IM=864. 4 H ID 0 6k� X6 660°o & TO / `Oo° V�1 PROPOSED [2" PE/ TYPE -K COPPER DOMESTIC SERVICE LINE ] 12. COMPACTED "B" BORROW BACK FILL REQUIRED OVERALL UTILITIES IN PAVED p o v 2 2 - ' N AREAS. ¢ o W m O m 06 if of �"+ 060 66. $6 i1 PROPOSED [SIZE] WATER METER FOR IRRIGATION z o z z 874.8 f 13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT c7 3°^ ¢ w F x 6 p J a AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 0. Q p Q u Q f �ti" 6 ELECTRIC NOTES: x6 6h 14. PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING ' PROPOSED f X66 E1 COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM TAP CONNECTION. 83+ of 12" HDPE 0 0.96% 1 / ° MAI OPNT. BLDG. SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE o x 1 CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. 15. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND + , X61 o° ADJUST AS REQUIRED. [2-4" EC CONDUITS TO BE INSTALLED WITH FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE 50 x100 1�� �6 PULL STRINGS. 120/208V, 3 PHASE, 1200 AMP ELECTRIC REQUIRED]. WITH PLUMBING DRAWINGS. F.F.E. 868.0 PROPOSED 61°� X66 E2 [EXISTING/PROPOSED] TRANSFORMER PAD LOCATION. COORDINATE 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH Q x 6 O WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. LOCAL UTILITIES. ADMIN. BLDG. ° STM STR #101 60+x 60+ � ti BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE 6� STM STR 101 rk`' � I E3 CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT e F.F.E. 874.8 �* ADJUST AS REQUIRED. POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM. TOC=867.6 x 1k. INV=865.03(NW) xb tiry 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND / x INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. SAN SIR JO 1 COMMUNICATION NOTES: h 19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE PLUMBING DRAWINGS. 6 LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. x` ° 1100=873.90 �, • y �ry ° 6 � k. ,� o [4"] PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE O 60' h Xb1 m �' �?6 CONTRACTOR TO PROVIDE [#6 GROUND WIRE AT THE D -MARC INSTALLATION AND STORM SEWER /SANITARY SEWER INSTALLATION. LOCATION. 7 LINES ANTICIPATED FOR SERVICE. (4 PHONE, 1 FO, 1 a 36 661 x66 • 1k° 1�e , ]co SECURITY AND 1 FAX/MODEM)] 21. SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAUCOMMUNICATION N x6 �> 1,� x� AND SERVICE >z �A 1b• COORDINATE CONNECTION WITH SITE DRAWINGSCONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. q O $1�. 01� X C2 PROVIDER FOR RELOCATION OF PEDESTAL. 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES z �� / SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. o \ �f o % > x1b X�1 f GAS SERVICE NOTES: a � O 0616 �G®6 a � G1 CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER \`��111111111111////7j ,� . ---- TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE k1N 73 �\`\\ *SCOT% i0 X fO PROVIDER.,600 1ST..... '`- co -,� ti w` _ 1 �, PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS _ �� �� 4 9 jf 6 / x� `die % ' / 1 G2 AND COORDINATE WITH SERVICE PROVIDER. _ ' P 1 �9 f 00 �ti (� \\ -� �, --_ _ `\, / // / / LEGEND = ° ° SAN SIR JW 2 ~'~\ 0 �/ UTILITY PLAN PAVEMENT Ate:: -OST PF•.';��� // MIN=885.55(SM� 8_ _\� ~Oe UTILITIES ''�.�'VDIAN,,.• �� W-865.55(N� -\ �� p��� wee,. 16 `e x�� / x� �6 c Q� f MC -87132 / 6 COMMUNICATIONS JUNCTION BOX ��ljS��NAI �����\ O o B ? -- �� - 6 / � CISTERN D TYASPHALT 7j///IIIIII11111�� ``" �•� / 6 STANDARD U `� �'\ 6 o c COMMUNICATIONS MANHOLE . j� f `.J �,� 'i-....� ``\ "`"`--�_,�_ ✓ $� c � / h DRINKING FOUNTAIN Q X61 / D -870�� �-_ ��" x // 6 © COMMUNICATIONS PEDESTAL X# , `� -- ��� ' ` _ `��`" - ems' / / 6a9 FIRE DEPT HOOKUP HEAVY DUTY ASPHALT o % "' O 1. `-- �\ �""�" �� ' �� ~�'`` �'�- ' �,•_.. 4� / / / ii FIRE HYDRANT ® COMMUNICATIONS RISER STEVEN SCOTT RUCKER P.E. 11300279 '�-�►� ��`~` h / / NAL POLE 6b,. /�5 t TRAFFIC SIG / �[,] POST INDICATOR VALVE 1°1^ `� �� --6 -�� 0\``� �,6�$6 �k x� 6 Q CHILLED WATER MANHOLE I TRAFFIC SIGNAL �° CONCRETE PAVEMENT 0 `� x x / / $ \ �, 'ris 6 - -�14 �'r", --. '"�-- 0 f / / % x QQ STORM CLEANOUT F 66 06 `/� %� / QQ WATER MANHOLE s* 9 6---E----E \ \ ` " -- "'� - % `" / -�".-/ ® RIGHT OF WAY PAVEMENT �Os°`�"`� �! -E ~ ` ```�_ ✓ �~- / ® SPRINKLER CONTROL BOX BEEHIVE INLET `O �E e_ -E o Y-- �-- �o G`E 4` ' v~~~ " ��~ x / / / // N SPRINKLER CONTROL VALVE ® CURB INLET - �. � / / SPRINKLER • FLOOR DRAIN STONE 66 6� Op x f/ o--- W- �c�E ��, - �""� / 00 4" 34" C / SPRIN X66 . q . \� ` '``` x "'..` - s'/ 66 V=8 .92 y' �ti / / // 6° c" `'' \ 0\E ��� a �, c �6 / o /j SPIGOT ® ROUND INLET 6 W ^r / ° \c\ - �� /�6^�• / / 24" CPP w WELL HEAD ® SQUARE INLET LINE TYPES CROOKED STICK LANE Ery �F� x � 6� � W � f66 � // / INV=859.08 � r� STORM MANHOLE �0 t \c F ` WATER METER SAN -SAN- SANITARY SEWER LATERAL N 50 ROW �� 8'\c\\E / ° 6ti� 32"X36" CMP WATER VALVE ® DOWN SPOUT SANITARY SEWER MAIN i ���o INV=858.09xg6 GAS METER O� SANITARY SEWER CLEANOUT FM -FM- FORCE MAIN 6 Iq ® LIFT STATION SO GAS VALVE Z _ UNDERGROUND WATER I� `Si hOO SANITARY TARY SEWER MANHOLE 66h6 � %X10 �ry 1 21 Q ELECTRIC MANHOLE E(A)--E(A)-- AERIAL ELECTRIC J �atr+ X � \ �� h�61 �O Q ELECTRIC OUTLET SANITARY STUB MARKER E E E UNDERGROUND ELECTRIC W ..._.�'� ❑ SEPTIC TANK 1--I 3 6ELECTRIC METER N SYR Jinn � 660 ~� ��\ 6? \ 6 � , x �` h \ e � QQ vHU--��'�OHU OVERHEAD UTILITY S � NV=880AS) / --�� ❑ DISTRIBUTION BOX as _NORM INLE x `�. \ ' c x ® ELECTRICAL RISER --c c c UNDERGROUND COMMUNICATIONS C) ® TRANSFORMER---c(A) C(A) AERIAL COMMUNICATIONS ° lOC=865.75 / - - - - IAS 865.48 _ \ OTHER �D LL Y �k�G h' \ �c -� GUY ANCHOR _F0 -FO- UNDERGROUND FIBER OPTIC M Z `hY CD> FLAG POLE hrti o W ELECTRIC JUNCTION BOX FO(A) FO(A) AERIAL FIBER OPTIC CABLE Q / x h• 6 \ v SIGN W J o X � GENERATOR POST G G cam- UNDERGROUND GAS r l Y X6 x �° 66'0 \ \ UTILITY POLE O� GATE POST STORM SEWER MAIN V =_ ��co 6�. �c 6 1 \ UTILITY POLE W/ TRANSFORMER U) N � 6 1 O1 BOLLARD S STM ROOF DRAIN \ \ x = �6h \ ® MONITORING WELL ® PARKING METER SUB SURFACE DRAIN - - - - - - - - - - - - - - a) ca ® \ \ 6h� ti 6k1 X TOR T 1 h o�° �- _ o LIQUID PROPANE GAS TANK I PARKING WHEEL STOP Y -� ••• ••• �� ••• FLOW LINE LL] W x h x - � 78 x s o J) ORNAMENTAL LIGHT RIGHT OF WAY LINE ^ O r \\ k x NC /3' PVC ��' to k �t, 0 STREET LIGHT ACCESSIBLE SPACE ---- �--- .-...........�..�_° FENCE � � W o 010 PARKING LOT LIGHT (1 HEAD) GUARD RAIL 00 t 9 N ®•o-® PARKING LOT LIGHT (2 HEAD) BOUNDARY LINE N Q� �j o a OZ -0 PARKING LOT LIGHT (3 HEAD) f -i ~ k�o x �� X66 04mN PARKING LOT LIGHT (4 HEAD) 6 •_a a a / r x ABBREVIATIONS N O SAN MR Tw 4 / ROW RIGHT OF WAY • ® Ow � z =M.09( s) ESMT EASEMENT ¢ H w D.&U.E. DRAINAGE AND UTILITY EASEMENT a TOC- .o 9 FFE FINISH FLOOR ELEVATION W E w m TOC TOP OF CASTING W a. Arl CMP CORRUGATED METAL PIPE Know what's below. a RCP REINFORCED CONCRETE PIPE Call beforeou dig. SHEET NO. PVC POLYVINYL CHLORIDE PIPE y g �O VCP VITRIFIED CLAY PIPE S Within Indiana Call HDPE HIGH DENSITY POLYETHYLENE PIPE 811 or 800-382-5544 �66 SSD SUB SURFACE DRDIP DUCTILE IRON AIN PIPE ++ + 24 Hours a Day, 7 Days o week. C800 X05 SCALE: 1 = 20 STM STORM PER INDIANA STATE LAW IC EXCAVATE IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. SAN SANITARY I WITHOUT NOTIFYING THE UNDERGROUND STR STRUCTURE 0 10 20 40 LOCATION SERVICE TWO (2) WORKING W 17.0206 CO CLEANOUT DAYS BEFORE COMMENCING WORK. 7 6 5 4 3 2 1 f I 10 9 8 7 6 5 4 3 2 1 MULTI USE PATH POLYETHYLENE IDENTIFICATION TAPE00 00 x 1'-0° NOTE: N Q DIRECTLY OVER CONDUIT CONCRETE APRON AND CASTING NOTE: z (SEE NOTE 2) SHALL BE INSTALLED SO THAT EAST JORDAN IRONWORKS MODEL LATERAL CONNECTION TO CLEANOUT N O THEY DO NOT CONTACT THE 1755 CASTING, LETTERED "SEWER" STRUCTURE TO BE WITHIN 3 0' (THREE LATERAL OR LATERAL CAP. 6" PVC CAP FEET) OF THE FOUNDATION WALL. c�3 vi FINAL GRADE ^ r FINISH FLOOR 00 � L �\ �\ �\ •. _ \ . NEENAH CASTING R-1976 OR EJIW y r y r p 't GLj 36"X36" X 5' CONCRETE APRON UTSIDE GRAD 1578 FOR CLEANOUT IN PAVEMENT. O 't p WITH 4 X 4 X 6 WELDED WIRE FABRIC CONCRETE ENCASEMENT U :f #8 STONE BELOW CONCRETE APRON TO PREVENT - WHEN NOT ALREADY IN O �' w 6" PVC PIPE SETTLING. EXTEND TO UNDISTURBED EARTH. 1,` 1, PROPOSED RIGID SURFACE Z 3 6" 1/8 BEND _ r 00 c} oo x v� > CIS PLACE MINIMUM 10" DIAMETER HDPE PIPE p 0 45° (6„ X 6„) y po a — AROUND LATERAL PRIOR TO BACKFILLING. 4" P.V.C. PIPE---`4'CLEANOUT PLUG &ADAPTER p I~ CD HPDE PIPE TO EXTEND INTO CONCRETE. 5' SEWER LATERAL •` •- ~' M 00 m FLOW - 4" 0 OPEN CONDUIT /8 STREET BEND #10 COPPER WIRE 4' 4 INNERDUCT WITH 3 x 1 1/2' INNERDUCTS NOTE: (SEE NOTE 3 ) (HARDSCAPE SURFACES AND ALL OTHER ALL CLEANOUT PIPE AND 4" x 6" INCREASER INSTALLATIONS BEYOND THREE FEET OF BUILDING) FITTINGS TO BE PVC ' I Dor SCHEDULE 40 OR SDR -35 SEWER LATERAL TYPICAL CLEANOUT SECTION TYPICAL CLEANOUT SECTION CONDUI T/INNERDUC T DETAIL TYPE 2 (NO SCALE) TYPE I (NO SCALE) t T1 ' la l NO SCALE NOTES: W� 1) 4" 0 CONDUIT SHALL BE PVC SCHEDULE 40. THE INNERDUCTS SHALL BE SPECIFICALLY DELINEATED WITH 3 CONTRASTING COLORS. 2) THE POLYETHYLENE IDENTIFICATION TAPE SHALL BE METALLIC AND HAVE A MINIMUM THICKNESS OF 4 MILS. THE TAPE SHALL READ "CAUTION BURIED FIBER OPTIC". TAPE SHALL BE PLACED memo f-+ DIRECTLY OVER PIPE AND 18" BELOW FINAL GRADE. NOTE: w j ALL BEDDING & INITIAL BACKFILL SHALL 3) 10 GAUGE INSULATED SOLID COPPER LOCATING WIRE SHALL RUN THE LENGTH OF THE CONDUIT AND BE INSTALLED IN 6" TO 12" BALANCED SHALL BE ATTACHED DIRECTLY TO THE OUTSIDE OF THE OPEN CONDUIT EVERY 10 FEET. THE LOCATING LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE Q WIRE SHALL EXTEND INTO THE HANDHOLES WITH A MINIMUM OF 5' OF COILED WIRE IN THE HANDHOLE INSTALLED PIPE cc FOR EACH DIRECTION AND SPLICED WITHIN THE HANDHOLE FOR LOCATING PURPOSES. GREATER THAN 5' (1) MIN. 6" TOPSOIL TO ENSURE 0 LESS THAN 5' (2) GRASS GROWTH IF NOT UNDER w UU w PAVEMENT z z zo 0 4) HANDHOLES SHALL BE PLACED AT LOCATIONS DESIGNATED BY THE CITY ENGINEER, BUT NO J J o a 4 Q r m U) N GREATER THAN 400 FEET APART. - z �_ i `° m w Q Z v� Z o tZ�7 o 5) DEVELOPER SHALL SUBMIT SHOP DRAWINGS OF INNERDUCT AND HANDHOLES FOR REVIEW U-10 s w 12' IN U 12' MIN. a Q a v Q AND APPROVAL. _. r r EDGE OF PAVEMENT, 1.25 Bc + 12" (MIN.) _ 6) #8 STONE SHALL BE UTILIZED AS BACKFILL FOR ANY CONDUIT PLACED UNDER PAVEMENT CROSSINGS. CURB, GUTTER OR z z z RECEIVE SIMILAR STRUCTURE IN BORE P11 PIT m TOP OF CASING PIPE THE PUBLIC (2) "B" BORROW OR EQUIV. �,� in � RIGHT-OF-WAY GRANULAR MATERIAL COMPACTED TO 95% (1) REGULAR BACKFILL STANDARD PROCTOR DENSITY DISTANCE OF BORE - z_ (REFER TO PLANS) PVC PIPE PIPE CASING SPACER 2T� N (REFER TO PLANS FOR SIZE)3 SPACERS REQUIRED PER LENGTH OF PIPE Bc = OUTSIDE DIAMETER REVISED J-23-17 D = INSIDE DIAMETER D = DEPTH OF BEDDING NOTE: Ci T Y OF C,� RMEL S TA IVDA RDS MATERIAL BELOW PIPE ALL JOINTS IN CASING PROTECTION AT ENDS OF CASING STANDARD Bc PIPE MUST BE RESTRAINED CASING H H N S BLO K CH ° A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATERIAL, DRAWING BUT ALLOWING LEAKAGE TO PASS. 10-44 CONDUIT/INNERDUCT DETAIL CITY OF CARMEL APPROVED IVALE 4 R APPROVED EQUIVALENT � WELDING CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING. INTO PLACE WELD SHALL CONFORM TO AVvWA C206. SPECIFY OD OF CARRIER PIPE TYPICAL BEDDING SECTION - PVC & HDPE CASING SPACERS. AND ID OF CASING PIPE Q (NO SCALE) RUNNER -ULTRA HIGH MOLECULAR WEIGHT POLYMER WITH HIGH RESISTANCE TO ABRASION AND SLIDE WEAR z DURA SLIDE IS A CHEMICAL MODIFIED, FILLED, o ULTRA HIGH MOLECULAR WEIGHT POLYMER. SHELL f- TOP HALF RIBBED FLANGE - BOTTOM HALFw��111111111111///ell - 1.25 Bc + 12" (MIN.) ���:. LC,\SEE�� FOR <_ 42" DIA. 5' OR LESS (2) 1.25 Bc + 24" (MIN.) LINER - PVC .090 THICK WITH 85-90 DUROMETER - ' PE 1�5 �9 - GREATER THAN 5' (1) FOR > 42" DIA -o -' OST OF :'• �• zz TYPICAL BORE CASINGQPIPE �`�; EDGE OF PAVEMENT, - NOTESULAR BACKFILL(1)OONAL �177/////1lIIII1111111�\` REG CURB, GUTTER OR SIMILAR -_ STRUCTURE IN THE PUBLIC RIGHT-OF-WAY. I I � •ALL BEDDING &INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. (1) "B" BORROW OR EQUIV. STEVEN SCOTT RUCKER P.E. 11300279 GRANULAR MATERIAL • MIN. OF 9" CLEARANCE EACH SIDE OF PIPE COMPACTED TO 85% iv FOR 42" DIA. AND LESS. STANDARD PROCTOR. Z • MIN. OF 12" CLEARANCE EACH SIDE OF PIPE NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO (2) "B" BORROW OR EQUIV. GRANULAR FOR LARGER THAN 42" DIA. EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, MATERIAL COMPACTED TO 95%SPRINGLINE {1) FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S STANDARD PROCTOR DENSITY. Bc DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. (1) "B" BORROW OR EQUIV. 1/2 Bc ° GRANULAR MATERIAL V COMPACTED TO 90% d v //�/� STANDARD PROCTOR DENSITY \v�� 5.25" SHAFT _.. i N _.....- �✓ �` TYP. BEDDING SECTION - CMP w _ (NO SCALE) COMPACTED BACKFILL Q TO NATURAL GROUND U a NOTE: _ a 3500 PSI CONCRETE I a - SIMILAR INSTALLATION FOR CURB z15 BOX OR SERVICE LINE rTl Q Al a d 0 a _ GREATER THAN 5' (1) (1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO ENSURE J a a a a I I LESS THAN 5' (2) (2) 1.25 Bc + 12" (MIN.) PAVEMENT.GRASS ROWTH IF NOT UNDER TYPICAL VALVE BOX INSTALLATION Z U (NO SCALE) U w - / - PERSPECTIVE VIEW _ Z LLJ Y EARTH CUT AWAY EDGE OF PAVEMENT, I I W I- I CURB, GUTTER OR C) z SIMILAR STRUCTURE. z CRADLE SHALL BEAR ON 00 - I_ UNDISTURBED EARTH o 11- (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. 04 GRANULAR i � COMPACTED TO 96°o STANDARD w 3 — -III_ Bc= OUTSIDE DIAMETER PROCTOR DENSITY. Q o D = INSIDE DIAMETER jBOTTOM OF TRENCH d = DEPTH OF BEDDING Bc • �" o 5 MATERIAL BELOW PIPE v CONCRETE CRADLE DETAIL 1/6 Bc , ® oq z E N \V�v, IIILI, i I d NOTE: D d IN.) Bc= OUTSIDE DIAMETER D = INSIDE DIAMETER d DEPTH TP RH LRBEDDpi i ppE ADJUSTABLE CAST IRON VALVE BOX EAST JORDON NO. 6860 I ramal-�a�r" z VALVE COVER v MIN. OF 9" CLEARANCE SHALL GRANULAR MATERIAL CT) p � c � 7 30" TO 60 4 m bi ° 27" & SMALLER 3 ALL BEDDING & INITIAL RACKFII I SHAT I RE INSTAL I ED 66 &_LARGER 6 _.....- �✓ �` TYP. BEDDING SECTION - CMP w _ (NO SCALE) COMPACTED BACKFILL Q TO NATURAL GROUND U a NOTE: _ a 3500 PSI CONCRETE I a - SIMILAR INSTALLATION FOR CURB z15 BOX OR SERVICE LINE rTl Q Al a d 0 a _ GREATER THAN 5' (1) (1) MIN. 1.25 Bc MIN. 6" TOPSOIL TO ENSURE J a a a a I I LESS THAN 5' (2) (2) 1.25 Bc + 12" (MIN.) PAVEMENT.GRASS ROWTH IF NOT UNDER TYPICAL VALVE BOX INSTALLATION Z U (NO SCALE) U w - / - PERSPECTIVE VIEW _ Z LLJ Y EARTH CUT AWAY EDGE OF PAVEMENT, I I W I- I CURB, GUTTER OR C) z SIMILAR STRUCTURE. z CRADLE SHALL BEAR ON 00 - I_ UNDISTURBED EARTH o 11- (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. 04 GRANULAR i � COMPACTED TO 96°o STANDARD w 3 — -III_ Bc= OUTSIDE DIAMETER PROCTOR DENSITY. Q o D = INSIDE DIAMETER jBOTTOM OF TRENCH d = DEPTH OF BEDDING Bc • �" o 5 MATERIAL BELOW PIPE v CONCRETE CRADLE DETAIL 1/6 Bc , ® oq z E N (NO SCALE) d NOTE: D d SHEET NO. VI 11 C N = MIN. OF 9" CLEARANCE SHALL GRANULAR MATERIAL 27" & SMALLER 3 30" TO 60 4 m bi ° ALL BEDDING & INITIAL RACKFII I SHAT I RE INSTAL I ED BE PROVIDED ON EACH SIDE OF COMPACTED TO 95% STANDARD Know what's below.a a ° 66" &LARGER 6 o �! IN 6" TO 12" BALANCED LIFTS. A "B" BORROW OR EQUIV.CBII SHEET NO. C N MIN. OF 9" CLEARANCE SHALL GRANULAR MATERIAL before you dig. BE PROVIDED ON EACH SIDE OF COMPACTED TO 95% STANDARD Within lndiano Coll • 00THE INSTALLED PIPE. PROCTOR DENSITY. 811 or 800-382-5544 C801 o V). r 24 Nous a Day, 7 Days a Week. "J U /Q a % TYPICAL BEDDING SECTION - RCP PIPE PER INDIANA STATE LAW IC 8-1-26. m IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. o w WITHOUT NOTIFYING THE UNDERGROUND o�� (NO SCALE) LOCATION SERVICE TWO (2) WORKING O w DAYS BEFORE COMMENCING WORK. W17.0206 • vy ro 10 9 8 7 6 5 4 3 2 1