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HomeMy WebLinkAbout05050001.7SOILS MAP CrA -- Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation is hardwood forest. The surface layer is silt loam and has moderately low to moderate organic matter content (1.0 to 3.0 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 5.1 to 6.5. Droughtiness and wetness are management concerns for crop production. This soil responds well to tile drainage." MmB2- -Miami silt loam, 2 to 6 percent slopes, eroded This is a moderately well drained soil with a seasonal high water table at 2.0 to 3.5 ft. This soil is located on rises on till plains; slopes are 2 to 6 percent. The native vegetation is hardwood forest. 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 (6.1 inches in the upper 60 inches). The pH of the surface layer in non —limed areas is 5.1 to 6.5. Droughtiness and water erosion are management concerns for crop production." � FTrso,; - Z h , (rag a 73 -- ? M'nehaeti sgaart Mao c E 116th St - - a ©_ -` Yahoo I � ' c - .,20, a NC?JTE'D LOCATION MAP SANDBAG CURB INLET SEDIMENT BARRIER CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES NOTES: 1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCIIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 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 set s'y subsection (b). (B) 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 (70 %) 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 DFTAIL NOT— TO —SCALE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND .AFTER HEAVY USE; 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 J ;J a ( to Q•�+ SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY 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 `'lltiill:'i� 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 TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING 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). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH 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 MORE EFFICIENT AND EASIER TO CONTAIN THAN ONE LARGE PILE.) IF SOIL IS STOCKPILED FOR MORE THAN 6 MO., IT SHOULD BE TEMPORARILY SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET 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 TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN 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. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE 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 STABILIZED, a. 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 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 INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED MARK SWANSON Lr SSOC 1 LI ES �N ❑ ARCHITECTURE DE OV LAND DEWELOPMENT SERmE% w. Sol BOTH OTH STREET SUFE I00 DNDOANA 4000000 Q 31 7 770 -10 01 A NEW 0FF�CIE C�EQDOUaG°��n FOR NIGHTINGALE HOME HEALTHCARE, INC. ll O3I0J SOUTH G°OQD CARMEL, INDIANA 46032 ZL 0 ZL ZL DATE: 04 -28 -05 DRAWN BY: RCB CHECKED BY: MLD APPROVED BY: MILD PROJECT NUMBER: 2005 -0033 SHEET NUMBER: C600 OF: 9 0 COPYRIGHT 2005 MARK SWANSON ASSOCIATES, INC. PROJECT: F_ \2005 \2005 -0033 Mark Swanson Associates — Health Care Facility 1036 Ronaeline Rd \Enaineerino \DRAWIN(;S 0% %tilIIIloilo, J ;J a ( to Q•�+ R— `'lltiill:'i� REVISIONS: DATE: ZL 0 ZL ZL DATE: 04 -28 -05 DRAWN BY: RCB CHECKED BY: MLD APPROVED BY: MILD PROJECT NUMBER: 2005 -0033 SHEET NUMBER: C600 OF: 9 0 COPYRIGHT 2005 MARK SWANSON ASSOCIATES, INC. PROJECT: F_ \2005 \2005 -0033 Mark Swanson Associates — Health Care Facility 1036 Ronaeline Rd \Enaineerino \DRAWIN(;S