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Home My WebLink About05050054.6m.C.J. vn 4 vrc114114100 FOR DEBRISIANIMAL GUARD. ANIMAL GUARD DETAIL 2 NOT TO SCALE C3O2 * *SIMILAR PRACTICES AND TECHNIQUES SHALL BE UTILIZED ON TRENCH DRAIN INLET PROTECTION SIDE INLET BOX SHOULD BE SEALD FILTER FABRIC SHOULD BE 61N. (M IN.) EXTRA ALL AROUND FOR HAND HOLD 19 1/2" N FILTER FABRIC SHOULD BE 6 IN. (MIN.) EXTRA ALL AROUND FOR HAND HOLD 19 1/2:, —#I . ooanoo oaoaoo - N 2" 14" 2" 14" REUUIREMRN I J: LOCATION: AT CURB INLETS WHERE BARRIERS SURROUNDING THEM WOULD BE IMPREACTICAL OR UNSAFE. CONTRIBUTING DRAINAGE AREA: 1/4 ACRE MAXIMUM CAPACITY: RUNOFF FROM A 2 YEAR FREQUENCY, 24 HOUR DURATION STORM EVENT ENTERING THE STORM DRAIN WITHOUT BYPASS FLOW. BASKET: FABRICATED METAL WITH TOP WIDTH- LENGTH DIMENSIONS SUCH THAT THE BASKET FITS INTO THE INLET WITHOUT GAPS. GEOTEXTILE FABRIC: FOR FILTRATION. IN 1. INSTALL BASKET INLET PROTECTIONS AS SOON AS INLET BOXES ARE INSTALLED IN A NEW DEVELOPMENT OR BEFORE LAND- DISTURBING ACTIVITIES BEGIN IN A STABILIZED AREA. 2. IF NECESSARY, ADAPT BASKET DIMENSIONS TO FIT INLET BOX DIMENSIONS, WHICH VARY ACCORDING TO THE MANUFACTURER AND, OR MODEL. 3. SEAL THE SIDE INLETS ON THOSE TYPES OF INLET BOXES THAT HAVE THEM. 4. REMOVE THE GRATE AND PLACE THE BASKET IN THE INLET. BRIC LARGER ENOUGH TO LINE THE INSIDE OF 5, CUT AND INSTALL A PIECE OF FILTER FA THE BASKET AND EXTEND AT LEAST 6 INCHES BEYOND THE FRAME. 6. REPLACE THE INLET GRATE, WHICH ALSO SERVES TO ANCHOR THE FABRIC MAINTENANCE: • INSPECT AFTER EACH STORM EVENT. • REMOVE BUILT -UP SEDIMENT AND REPLACE THE GEOTEXTILE FABRIC AFTER EACH STORM EVENT. * PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (BUT NOT BY FLUSHING WITH WATER) TO REDUCE THE SEDIMENT LOAD ON THIS INLET PRACTICE. COMMON CONCERNS: - SEDIMENT NOT REMOVED AND GEOTEXTILE FABRIC NOT REPLACED FOLLOWING A STORM EVENT: RESULTS IN INCREASED SEDIMENT, TRACKING, TRAFFICE HAZARD AND EXCESSICE PONDING. - GEOTEXTILE FABRIC PERMITTIVITY TOO LOW: RESULTS IN REPID CLOGGING, THUS SEVERE PONDING; SEDIMENT ENTERS THE DRAIN IF THE FABRIC BREAKS. - DRAINAGE AREA TOO LARGE: RESULTS IN SEDIMENT OVERLOAD AND SEVERE PONDING; SEDIMENT ENTERS THE DRAIN IF THE FABRIC BREAKS. INLET PROTECTION DETAIL 3 NOT TO SCALE 0302 FILTER FABRIC FILL w/ COMPACTED SOIL FLOW — w '00 JZD u_:E0 o�� 0 20z WCJ- POSTS @ 6-0" O.C. MAX. 4" z UNDISTURBED GROUND z V_ NOTE: PREFABRICATED SILT FENCE WILL BE ACCEPTABLE, AS LONG AS THE STAKES ARE DRIVEN A MINIMUM OF 16" INTO GROUND. INSTALLATION OF SILT FENCE: SITE PREPERATION: 1. PLAN FOR THE FENCE TO BE AT LEAST 10 FEET FROM THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA 2. PROVIDE ACCESS TO THE AREA IF SEDIMENT CLEANOUT WILL BE NEEDED. MAINTENANCE: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE SILT FENCE AS ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. SILT FENCE DETAIL NOT TO SCALE C3O2 :rvV o:%o.c'.7) �! I +y `13 � I! 1 co + ji iI �1 it I =° I. - N �` — JAN ,I I -I �I I 1, I (4\ , l I i I L1/ yrJ.i;f i / oici I 11 l i ll � jai; O m < , ^H ALT ;LT L � c ,.-,i �- I 1 +I Ii Q,, i, or.J c. 1.4' , ! I; !fI ' I I ! 00, BUiL�: -II`1i "Holey Moley" says, "DON'T DIG BIND" Call Monday through Friday -7 AM to 6 PM 1- 800 -382 -5544 PER INDIANA STATE LAW IS-69 -1991, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. �j SELF MONITORING PROGRAM 1. A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: A) BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH MEASURABLE STORM EVENT B) AT A MINIMUM OF ONE (1) TIME PER WEEK 2. THE EVALUATION MUST ADDRESS: A) THE MAINTENANCE OF EXISTING STORM WATER QUALITY MEASURES TO ENSURE THEY ARE FUNCTIONING PROPERLY B) IDENTIFY ADDITIONAL MEASURES NECESSARY TO REMAIN IN COMPLIANCE WITH ALL APPLICABLE STATUES AND RULES. 3. WRITTEN EVALUATION REPORTS MUST INCLUDE: A) THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION B) THE DATE OF THE EVALUATION C) PROBLEMS IDENTIFIED AT THE PROJECT SITE D) DETAILS OF CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED 4. ALL EVALUATION REPORTS FOR THE PROJECT SITE MUST BE MADE AVAILABLE TO THE INSPECTING AUTHORITY WITHIN FORTY -EIGHT (48) HOURS OF A REQUEST. O — O .— O O --- -- O- (SF a (S a SF -- F) _ CSTR STRM STRM STRM M T f - 1 , GJ T' �-J SAN 0302 INLET PROTECTION a , 1 \Iva :, - -- -- Z J'F Ln 3 111 V =F" 00 \ • �, 11 INLET AOTECT10N 302• � F,; I- li`I'' ✓= 833.22',,- DVC r; 'J1 _i SOILS LEGEND ID DESCRIPTION 3996 Clarke Creek Road &de #100 Br BROOKSTON SILT LOAM, OVERWASH Bs BROOKSTON SILTY CLAY LOAM CIA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES CsB2 CROSBY -MIAMI SILT LOAMS, 2 TO 6 PERCENT SLOPES, ERODED FGA FINCASTLE SILT LOAM, 0 TO 3 PERCENT SLOPES FoA FOX LOAM, 0 TO 2 PERCENT SLOPES FoB2 FOX LOAM, 2 TO 6 PERCENT SLOPES, ERODED FoC2 FOX LOAM, 6 TO 12 PERCENT SLOPES, ERODED FxC3 FOX CLAY LOAM, 6 TO 12 PERCENT SLOPES, SEVERELY ERODED Gn GENESEE SILT LOAM Gs GENESEE SILT LOAM, SANDY VARIANT HeF HENNEPIN LOAM, 25 TO 50 PERCENT SLOPES Mc I MAHALASVILLE SILTY CLAY LOAM, CLAYEY SUBSOIL VARIANT MeA MARTINSVILLE LOAM, 0 TO 2 PERCENT SLOPES McB2 MARTINSVILLE LOAM, 2 TO 6 PERCENT SLOPES, ERODED MmB2 MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED MmC2 MIAMI SILT LOAM, 6 TO 12 PERCENT SLOPES, ERODED MmD2 MIAMI SILT LOAM, 12 TO 18 PERCENT SLOPES, ERODED MmE2 MIAMI SILT LOAM, 18 TO 25 PERCENT SLOPES, ERODED MsB3 MIAMI CLAY LOAM, 2 TO 6 PERCENT SLOPES, SEVERELY ERODED MsC3 MIAMI CLAY LOAM, 6 TO 12 PERCENT SLOPES, SEVERELY ERODED MsD3 MIAMI CLAY LOAM, 12 TO 18 PERCENT SLOPES, SEVERELY ERODED OGA OCKLEY SILT LOAM, 0 TO 12 PERCENT SLOPES OcB2 OCKLEY SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED OCA OCKLEY SILT LOAM, LOAMY SUBSTRATUM, 0 TO 2 PERCENT SLOPES OsB2 OCKLEY SILT LOAM, LOAMY SUBSTRATUM, 2 TO 6 PERCENT SLOPES, ERODED Ra RAGSDALE SILTY CLAY LOAM Rn RENSSELAER CLAY LOAM RUB2 RUSSELL SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED RuC2 I RUSSELL SILT LOAM, 6 TO 12 PERCENT SLOPES, ERODED SIT SHOALS SILT LOAM WIT WHITAKER SILT LOAM ZeA XENIA SILT LOAM, 0 TO 2 PERCENT SLOPES XeB2 XENIA SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED O -- -- O 011\ C302 SI+ENC j �2f j m m INLET PROTECTION STRM ASPHALT -STRM, STRM M STR PROTECTION i ' I i EROSION CONTROL PLAN rA� SCALE: 1"= 20' At 9 (D1`iE `;TipP Y L jADiNiC, iapJ — ,.. ,~ _000)_ FF = `-'' > 1 U1 a GRASS L. 0 AS COhdC. cn --i C m r m C --I m r m CL ��- <;, ,l GRASS fcq ND 3996 Clarke Creek Road &de #100 Plainfield kxfana 46168 (317) 837 -2767 (317) 837 -7266 (Fax) OvER PIPE THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH MOENCH ENCWEER/NQ P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF MOENCH ENGINEERING, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. W ix Z O Z J z Q � u .i Q —� CHECKED BY: BEM W Z H -- Z p J C� Q "' V OHE U) Wa o �VV N _47 io � W F l N f c�isrF,� e, < ,. ,0 =;. C _4 s 000) -- --�— __ i ' I i EROSION CONTROL PLAN rA� SCALE: 1"= 20' At 9 (D1`iE `;TipP Y L jADiNiC, iapJ — ,.. ,~ _000)_ FF = `-'' > 1 U1 a GRASS L. 0 AS COhdC. cn --i C m r m C --I m r m CL ��- <;, ,l GRASS fcq j' ,r tS/4z,y '� r � ,.;:..J ri ;1,4 6 ; 3996 Clarke Creek Road &de #100 Plainfield kxfana 46168 (317) 837 -2767 (317) 837 -7266 (Fax) THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH MOENCH ENCWEER/NQ P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF MOENCH ENGINEERING, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. W ix Z O Z J z Q � u .i Q —� CHECKED BY: BEM W Z H -- Z p J C� Q "' V U) Wa o �VV N V I.L io � W F l N f c�isrF,� e, < ,. ,0 =;. C _4 s { �Jb0004a ;.01 STATE 0,- �rc r, .1.�r REVISIONS: 0 ISSUED FOR PERMIT 05/18105 DRAWN BY: jells CHECKED BY: BEM PROJECT NUMBER: 05024 DATE: 5117105 SHEET NUMBER: 0302 ISSUE SET: PERMIT ISSUE