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HomeMy WebLinkAbout05040018.7Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: 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 site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a - w II seasonal high water table, high potential frost action, moderate s hrink s e p otential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. DANDY BAG Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag ® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO CLOSURE LIFTING STRAPS LOW EASY OVEMENT DF UNIT TH GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT GRAPE DANDY BAGe 1c-2_i�'S 14-, Y- I EROSION CONTROL MEASURE f - seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED test. Application of 150 lbs. of ammonium nitrate on areas low in organic AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED I erosion at times other than in the shaded areas, PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING SOILS MAP NOT TO SCALE CROSSBARS BEEHIVE INLET OR DRAINAGE COVER NM PUBLIC ROAD 50' (MIN) lo- \ o ° °o•o o °o.0 0 0 °o• °o• 6" MIN 2 " -3" COARSE 12' (MIN) AGGREGATE ° \� GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL Fq_SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 24" W W LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. I KI I �'T DQ 0TrrT1 nnl - CI I T r_FNI rF SILT FENCE X X 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED test. Application of 150 lbs. of ammonium nitrate on areas low in organic AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION TREE PROTECTION TEMPORARY DIVERSIONS WEEKLY, AFTER STORM WEEKLY, AFTER STORM WEEKLY, AFTER STORM EVENTS AND EVENTS AND EVENTS AND AS NEEDED AS NEEDED AS NEEDED PRIOR PRIOR ALONG TO CLEARING AND GRADING TO CLEARING AND GRADING WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED Species Seeding Rate Suitable pH Site Suitability* 5 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED - Seeding ** AFTER FINISH GRADING EROSION CONTROL MATTING STRAW BALES WEEKLY AFTER STORM WEEKLY, AFTER STORM EVENTS AND EVENTS AND AS NEEDED AS NEEDED AFTER FINISH GRADING AFTER FINISH GRADING INLET PROTECTION SEED SOD & LANDSCAPE AROUND WEEKLY, AFTER STORM WATER AS NEEDED EVENTS AND AS NEEDED AFTER AFTER EACH INLET IS PLACED FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL FI STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N/A N A N/A MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE AFTER AFTER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED BERM AROUND PERIMETER 12" 12" MIN -'_ Z_ GROUND SURFACE 2' -0" MIN COMPACTED EMBANKMENT 3 1 OR FLATTER Seedbed Preparation Areas Apply lime to raise the pH to the level needed for species being STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per EROSION CONTROL BLANKETS. STAPLE PATTERNS WAY VARY 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to Irrigation needed during this period. To control test. Application of 150 lbs. of ammonium nitrate on areas low in organic AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE matter and fertility will greatly enhance vegetative growth. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. erosion at times other than in the shaded areas, 1. Tall Fescue Annual Ryegrass Seeding 5.5 -8.3 Select a seed mixture based on projected use of the area (Figure 5 -2), 2 1 2 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- use mulch. ances are a problem, such as salt tolerance of seedings adjacent to streets 25 and highways, see Figure 5 -4 this sheet before final selection. 5.5 -8.3 Figure 5 -2: Permanent Seed Mixtures 1 * Non -Irrigated* Species Seeding Rate Suitable pH Site Suitability* 5 lbs/acre lbs/1000 well Irrigated sq. ft. Droughty Drained Wet Dormant - Seeding ** Temporary Seeding and Stablization Dates W111, 01111111 11A0M� Permanent Seeding D Level and Sloping, Open Areas 4/05/05 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN DRAWN BY: EROSION CONTROL BLANKETS. STAPLE PATTERNS WAY VARY JLF Irrigation needed during this period. To control SHEET TITLE: AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PREVENTION DETAILS DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE N: \1238\ 1012 \DWGS \CLUBHOUSE \C802- 803.DWG BLANKETS. STAPLE PATTERN 'C' SHOULD BE UTILIZED. (CCEC3 erosion at times other than in the shaded areas, 1. Tall Fescue 35 .8 5.5 -8.3 BLANKET SHOULD BE 'SLOTTED IN' 2 1 2 AB THE SLOPE OR AT ABOVE THE BREAK use mulch. 2. Tall Fescue 25 .6 5.5 -8.3 BLANKET. 1 * Late summer seeding dates may be extended 5 days Red Clover ** 5 .12 if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. Creeping Red Fescue 15 .4 NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE d � - ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts Z FIGURE 5 -3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 W - Temporary Seedings - 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Kind of Seed 1000 Sq. Ft. Acre Remarks Lawns and High Maintenance Areas Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 - - Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep HOLEY MOLEY SAYS DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MATERIAL TYP. ' SIDE SLOPES - - 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 15'x15' MIN OR (Turf Type) Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep * AS REQUIRED TO CONTAIN WASTE CONCRETE 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * Not necessary where mulch is applied. NOTES: * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. SILT FENCE 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND Silt Fence shall be a machine produced, non -woven geotextile of 100% ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO polypropylene meeting the physical properties below. OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 6" HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 3NW SILT FENCE FABRIC OR APPROVED EQUAL) 2 stakes (typ) to stakes over fabric as reinforcement. NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ONE FOOT OVERLAP per bale All silt fence shall be prefabricated by the supplier. No field assembly 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED ONTO THE CURB will be accepted. OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND Fabric Weight ............................ ............................... 4 oz /syd MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. flow Grab Strength ........................... ............................... Warp 125 lbs. CONCRETE WASHOUT DETAIL CURB INLET � . , � .. Strata bale Elongation ................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. RUN OFF � Burst Strength .......................... ............................... 200 psi OUV Resistance ........................... ............................... > 70 % CURB INLET SEDIMENT BARRIER 1 A.O. S .......................................... ............................... 50-80 1—, 3 NO SCALE Slurry Flow Rate .......................... ....... 225 gpm /sq. ft NOTE: -� START BLANKET AT TOP OF THE SWALE (n.t.S.) Sediment Retention .................. ............................... 75 % SEEDING x I� II AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR I 6 MIN. TURN DOWN CHANNEL PLACEMENT AND STAPLE stake (typ) Silt '-ence Material Stakes CAD 5' O.C. / - bindings to be / III EROSION CONTROL BLANKET placed parallel straw bale Fence Post (NORTH AMERICAN GREEN VARIES to ground GRADE �11 S -75 OR EQUAL) (NEW OR EXISTING) 3.25' 3.25' (NEWDOR EXISTING) N III I I I apE EXISTING GRADE I I I AN - �'�3 �1 S` I I I _ 3 "- 6 "undertoe Ground Surface Jill �S -75 EROSION CONTROL I SEEDED AND BLANKET AS MANU. BY ~ I I I ~ NORTH GREEN EROSION CONTROL STRAW MULCHED Profile OR APPROVED EQUAL MATTING DETAIL EROSION CONTROL MATTING DETAIL (n.t.s.) Fence Post Should Silt Fence Material should be Buried 1' Below be Buried 6" Below Ground G. ound Surface Surface. FOR REAR YARD SWALE SEDIMENT FILTER DETAIL FENCE DETAIL A B C SCALE: NONE 3 1 1/2' 3' 1 1 1/2, 3' N TS SLOPE LENGTH (FT.) KLVUIKLU UUL ILA VLYIH UL tLUW. X CHANNEL LININGS U71LI1F STAPLE PATTERN 'C' WITH ADDITIONAL STAPLES ON SIDE SLOPES AT 4:1 3:1 21 1:1 CHANNEL PRO EC1ED WATER LINE SLOPE GRADIENT LINING 4/05/05 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN DRAWN BY: EROSION CONTROL BLANKETS. STAPLE PATTERNS WAY VARY JLF DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL SHEET TITLE: AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE PREVENTION DETAILS DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE N: \1238\ 1012 \DWGS \CLUBHOUSE \C802- 803.DWG BLANKETS. STAPLE PATTERN 'C' SHOULD BE UTILIZED. (CCEC3 ON SLOPE APPLICATIONS. N TOP OF THE EDGES OF THE BLANKET SHOULD BLANKET SHOULD BE 'SLOTTED IN' BE BUTTED AGAINST EACH OTHER, THE AB THE SLOPE OR AT ABOVE THE BREAK EDGES OF THE SCC225 SHOULD BE D I WITH A STAPLED OVERLAPPED Y N THE STAPLES 6' APART ON THE END OF THE STAPLES 6 �1 BLANKET. 3 lft� �, 1HE BLANKET SHOULD NOT BE �' STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAq" BLANKET TO SOIL CONTACT. '7 / ROLL BLANKETS OUT N DIRECTION OF WATER FLOW. ROLL BLANKETS OUT IN ORECTON J OF WATER FLOW. 5 1 N HIGH VELOC TY CHANNEL APPUCATKNS, � afCK SLOTS SHOULD 13E ESTABLISHED EVERY 35 - 40' 1HE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED N THE BOTTOM OF THE SLOT. THEN BACIOIA D AND SEEDED. ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4- 6' IN A 'SHINGLE MCY. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, . :.... FERTLR62 AND SEE) SHOULD BE .. „y.. CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. EROSION BLANKET INSTALLA110N DROP INLET PROTECTION REAR YARD DRAINAGE SWALE PERIMETER PROTEC1ION: SILT FENCE 0 o e e e o e 0 SUBSOIL \ TOPSOIL STOCKPILE \ STOCKPILE PS AREA TO BE TOPSOILED, SEEDED AND MULCHED 1. BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). PS HOUSE l GARAGE '4 SIDE YARD DRAINAGE SWALE CONCRETE SIDEWALK 0 0- o 0 0 0 CURB & GUTTER PERIMETER PROTECTION: SILT FENCE INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWEWNG UNDER CONSTRUCTION SCALE: NONE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE DROP INLET PROTECTION o SILT FENCE FINISHED DRAINAGE I SOIL SALVAGE AND / UTILIZA11ON - -- A EXISTING DRAINAGE 1 2, PS PERMANENT SEEDING TREE CONSERVATION CURB INLET PROTECTION GRAVEL ENTRANCE/ EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 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. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. f sediment that is either tracked or washed 6. Clean-up o sed e t shed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 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. Gi z 0 LIJ t4 T -c'\STERF No. 10000075 c STATE OF so, % DIAN . �sS/0N,A,;;�1�G\\\ DATE: 4/05/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) 41 -Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: W 4/05/05 1238.1012 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238\ 1012 \DWGS \CLUBHOUSE \C802- 803.DWG SHEET NO.: (CCEC3 LZ 4� z z d z a � Q z d � Z Vmm1 W DATE: PROJECT NO.: 4/05/05 1238.1012 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238\ 1012 \DWGS \CLUBHOUSE \C802- 803.DWG SHEET NO.: (CCEC3