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Home My WebLink About79-96.471 L 12 J H F E 0 A m 0 m LO LO Q L �., A CD _ U v CD 3 O 0 Cn o.� 0 r `ssssl —WARNING - THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. NOTE: SHADED AREA DENOTES AREA TO BE SEEDED AND STRAW MULCHED. • HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET NOTE: FOR OTHER EROSION CONTROL DETAILS SEE SHEET C104 1 1 2 1 3 1 4 1 5 1 6 1 7 1 g 1 9 i4- Tres X 112 XISTiNG WM CREEK ECTiON 3 3%- iG iJ EROSION CONTROL AND SEQUENCING 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES. SILT TRAPS. TREE PROTECTION AND INLET PROTECTION FOR DOSTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSiRUC11ON ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE S ART OF EARTHWA7RK AS NECESSARY TO PREVENT FROM BEING TRACKED OR WASHED INTO EXISTING WAYS. 3 LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING. SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT FENCES .SLOPE DRAINS. TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL. UNDER THE CIRCUMSTANCES. e THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRCTKON ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. e CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WALL NO LONGER OCCUR. B ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11 EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE A AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 12 THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND 'RULE 5' DATA Project: Plum Creek North, Section 4 Nature and Purpose: 37 lot section of residential subdivision Estimated Start: October 1, 1996 Estimated Completion of Site Development: June 31, 1997 Estimated Completion of Home Construction: June 31, 1998 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types do Description (refer to cover sheet for soils map} Shoals silt loam: Deep, somewhat poorly drained sod, moderate permeability. Milani silt loam: Deep, well drained sod with moderate permeability Receiving Waters: White River through Mitchener Ditch. Potential Areas Where Stormwater May Enter Groundwater. None known Existing Vegetation: The majority of the Site has a thin stand of grass or weeds and has been used as a staging areas for other construction projects on the Plum Creek Development The south west comer of the site is traversed by Mitchener Ditch with thick undisturbed vegetation on and above both banks of the ditch. Contact Person: Jeffrey E. Thompson Plum Creek Development Company LLC 11911 Lakeside Drive Fishers, IN 46038 (317) 849 -7607 Adjacent Land Use. North — Agricultural South — Golf Course East — residential West — Agricultural Site Specific Sequence and Additional Notes: The perimeter swoles should be constructed and stabilized as early as practical to prevent run —off from leaving the site or clean off —site water from washing through the site. Erosion control and outlet structures on the existing lake must be maintained. Silt fences should be in place prior to mass earthwork. Wheat or Rye Oats Annual Ry"rass Non — Irrigated I Irrigated Dormant g- 10 Kind of Wheat or Spring Dk Annual rysgroes 1 lb. 40 lbs. Cover seed 1 /4'deep• • Not necessary whom mulch is applied. Temporary Seeding 'Dates 14 1 15 MOM rUsr anrs DON'T M l limOW58 644 I ` CALL MLL FREE 1180004284200 FOR CALLS OUTSIDE OF INDIANA PER IMaAMn STATE uw 5m -10. X IT 5 AG AINST LAW M wAvAiE ASSUMED NORTH unm sow = ( SCALE: 1 * =50' DAYS Bff011E OOMW MCNrG WOL 2 stakes (typ)l per bale v — w* A flow straw bale Plan (n.t.s.) bindings to be stake (typ) placed parallel straw bale to ground 30- 6 "undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL BENCHMARK T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERUNE OF RIVER AVENUE AND 18' NORTH OF THE CENTERUNE OF 131st STREET STAMPED 95 —RHP 1951. ELEV.— 751.46 T.B.M. 1 CUT 'p" SET NORTH RIM OF HARRISON MONUMENT 0 126th STREET AND RIVER AVE. (S.E. CORNER S.E.1 /4 SEC. 27 -18 -4) ELEV.— 747.05 Revisions Seedbed Preparation Apply y 23 p u of 12 2 -12 �dhrtNew (or B 1000 sq. ft. (apprordnrotsly 1000 Pounds Per acre) or fwtllsee according test. Application of 150 lbs. of anvhdr lum nitrate an areas low in organic matter and fertlnty will greatly awranae *WtaUve growti . Work the fertlizer and lime Into tlhe sol to a depth of 2 -3 Inches with a harrow. disk or race operated acreja the slope as much as possible. Seeding . Select a seed mbcbm based on pro use of the area (Figure 5-2), while considering best sso ft dotes. d� 5-3 this sheat. If toler- onca are a problem. such as salt to: of odjlpsnt to stre.ts and highways, see Figure 5-4 1 sheet ibefore Mulch Rate Mulch is to be applied at 2,000 to 3;000 pounds per WS M arses not 1111 I I I I f covered by womkx contral blanAteling. 14" must be a cleats n t agr M,Id bulldozer ��.�VGORi CRo '.' - *'', '• ,r' GiSTE�p i' b - ��No. up and down slope. t � Figure 5-2: P Seed M ktrr,e. '920350f Species Saddling Rr ftabN pH Siltsy� STATE OF = �` Well — — — — — — — •q. W. Dr0u§My Drained Wet G� `� NAl ------ - - - - -- S' �� Level and Sloping. Open Areas fill ` 1. Tall Feme 35 .e 5.5—&3 2 1 2 2. Tall Fescue 25 .e 5.5—&3 1 Red Clover« 5 .12 3. Kentucky 15 4 5.5 -7.5 2 1 Creeping Red acne. 15 .4 OERTIi1ED BY ----------------- - - - - -- g 1 (P Q(p 1N5 DRAIM AID THE BEAS, DE5111115 AiD CONCEPTS CONTNO H3W ARE TIE OOHS VE NIELtMIM PROPERTY OF Si MM BOOM OW MIM MID ARE NOT TO BE USM Ot RGUMM IN WIOLE OR III PART. 1I010LIT TIE WOi I CMISDIT OF 9014M Down carmim 41996, Schneider Engineering Corporation jWeermg LJ G oration. 3020 North Post Road Engineering Indianapolis, Indiana Surveying, 46226 -0068 landscape Architect 317 -898 -8282 GIS a US 317 -899 -8010 Fax Geology A Partnered I ntity with Bohlen, Beyer, Gibson A Associates, inooeporee 11 12 13 1 Ranking: Salt Toleronoe (to both sol eats & spro# 1 Good T Taknmce 2 Medium MT Medium Tolerance — Not tolerant S Slot Tolerance FIGURE 5 -4 14 15 PLUM CREEK DEVELOPMENT COMPANY LLC PLUM CREEK NORTH SECTION 4 HMTON COUNTY, MIANA EROSION CONTROL PLAN Date Project No. Drawn, Approv. 8/16/96 904.14 DMW Computer Files Sheet No. \904 \14 \C103 )W- W414K l(Rff; 904 =M1 Ti0P0 W I \90411DEV MU. A \904\DINGS \13 \90413PL AU 14ERO t"