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Home My WebLink About06080001.11M A I� L,rkk SOILS MAP IMmS2 Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation Is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non —limed areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production." Sr Brookston silty clay loam. 0 -2 percent slops, This soil is dark grayish brown, silty in texture and is in typically broad depressions, swales and narrow drainage ways of till plains. it consist of deep, very poorly drained, moderately permeable soil. Its water table is high and the water capacity and content of organic matter in surface later is high for good plant growth and is commonly use for cultivated crops. The soil has a loamy glacial till underlayment. The main soil features that affect urban development uses are a seasonal high water table, high potential frost action, moderate shrink —swell potential and moderate permeability. Because of these Engineering limitations, roads and streets should be designed with adequate drainage to minimize frost action and dwelling units with basement should have adequate footing and foundation drainage due to wetness in the soils. CrA Crosby silt loom, 0 -3 percent slopes — This soil is dark grayish brown colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. it has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 2n-40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink —swell potential, high potential frost action and slow permeability. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have adequate footing and foundation drainage due to wetness in the soils. SANDBAGS OVERLAP ONTO THE CURB SANDBAG CURB INLET SEDIMENT BARRIER Z J 00 ui 1� �2 wom 5' SEE DEVELOPMENT PLAN FOR WIDTH (VARIES) MIN. B TO BACK OF WALL CAP BETWEEN BAGS ACTS AS A S5311 i WAY Z J 0N Nf5F 0Z� crom 5 1 CHANNEL RELOCATION SECTION SEE EROSION CONTROL PLAN FOR EROSION CONTROL BLANKET AND SEEDING CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCIION. 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE, STORM WATER POLLUTION & PREVENTION NOTES- . (A) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection (b). (8) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site owner must include the following requirements: (1) The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. (2) Installation and maintenance of a stable construction site access. (3) Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. (4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. (5) Clean —up of sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. (6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. ' (7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or this rule will be achieved when the individual lot operator. (A) completes final stabilization; or (B) has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when: (A) all land disturbing activities have been completed and a uniform (for example, evenly distributed, without large bare areas) perennial vegetative cover with a density of seventy percent (707o) has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed; and (B) construction projects on land used for agricultural purposes are returned to its preconstruction agricultural use or disturbed areas, not previously used for agricultural production, such as filter strips and areas that are not being returned to their preconstruction agricultural use, meet the final stabilization requirements in clause (A). INDIVIDUAL LOT STORM WATER POLLUTION &: PREVENTION DETAIL NOT— TO —SCALE EROSION CONTROL SCHEDULE I EROSION CONTROL MEASURE I MAINTENANCE I INSTALLATION SEQUENCE INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH L EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT, REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY I INLET PROTECTION I INSPECT FABRIC BARRIER REPAIAVOIDING DAMAGING IMMEDIATELY; R REMOVE U C EDIME THE B HE POAOL AREA WHILE I AFTER EACH INLET IS PLACED I SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTiL FULLY ROOTED; WATER AS NEEDED AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A REMOVAL OF INLET PROTECTION N/A REMOVAL OF SILT FENCE N/A AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED U INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; FINAL CONSTRUCTION PLANS STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY o0 0 m INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT Z TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING ca-�n PRIOR TO STRIPPING TOPSOIL. INSTALL ANY SITE — SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY BESCREBES AS SURFACE SOiL- (I.E. A OR AP HORIZON). o: �-- -co STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WiTH o. OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 —B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SiTE ARE USUALLY W J W MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) w IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., R SHOULD BE TEMPORARILY Z 1Z SEEDED OR COVERED WiTH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. ~ ; O V- O INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET L TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE z TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN CLV TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT THE ROCK DAM AND BASIN FOLLOWING ENACH STORM EVENT. 0 CO T- InnZ "�" REMOVE SEDIMENT WHEN ii ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED ROCK DAM BY STAKE). CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING EL AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE E�tti�rtt�it<< UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA NO. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABIUZED, o. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT, WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH L EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT, REMOVE SEDIMENT STRAW BALES DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL AFTER FINISH GRADING NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR DETERIORATED BALES IMMEDIATELY I INLET PROTECTION I INSPECT FABRIC BARRIER REPAIAVOIDING DAMAGING IMMEDIATELY; R REMOVE U C EDIME THE B HE POAOL AREA WHILE I AFTER EACH INLET IS PLACED I SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTiL FULLY ROOTED; WATER AS NEEDED AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A REMOVAL OF INLET PROTECTION N/A REMOVAL OF SILT FENCE N/A AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED U O FINAL CONSTRUCTION PLANS Z W CU o0 0 m IX o �'T LU o W Z �QZ� a ca-�n V =za0 W a o: �-- -co W o. o W J W C),JC::)LnN 00,� w z o Z 1Z j ~ ; O V- O U) L o U z OWr -- cooti CLV 1�; Z I-ml-0i 0 CO T- InnZ "�" DATE DESCRIPTION O FINAL CONSTRUCTION PLANS m o W a ca-�n V W o: �-- -co W o. o W w z o Z 1Z U) W o U z W W CLV 1�; / EL Q F- E�tti�rtt�it<< DATE DESCRIPTION CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 - 882 -7850 AUIN 1 FAX: 317-865-7213 C 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE:11 -31 -05 PROJECT NO.: 2005 -0052 C8.0 05 -30-06 FINAL CONSTRUCTION PLANS ca-�n V �-- -co W o W w z o Z 1Z U) W o U z W W CLV / CLIENT NAME: TONY ALDERSON ALLEN COMMERCIAL GROUP 489 S. STATE ROAD 135, SUITE C GREENWOOD, IN 46142 PHONE: 317 - 882 -7850 AUIN 1 FAX: 317-865-7213 C 2005 DeBoy Land Development Services, Inc. DESIGNED:MLD APPROVED: MLD DRAWN: RCB CHECKED BY: MLD SCALE: NTS DATE:11 -31 -05 PROJECT NO.: 2005 -0052 C8.0