HomeMy WebLinkAbout08 C203 Erosion Control PlanI I
nee
3.
7/23/04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SOS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1.
6/30/04
PER SCS COMMENTS
NO.
DATE
REVISION DESCRIPTION
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PLATINUM
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LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317 -818 -2900
FAX: 317-818-2910
PROPERTIES
INDIANAPOLIS,
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SITE ADDRESS;
StBDIVISIO\
WEST ROAD
INDIANA
BELLEWOOD
131st STREET
CARMEL,
SCALE 1 60'
DAT
7/23/04
DESIGNED BY DG P
DRAWN BY M EC
CHECKED BY DGP
FIELD BOOK 03 -03
f7LE NAME 0327DP.dwg
DRAWING TITLE.•
CONTROL
PLAN
EROSION
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SHALL'
EARTHWORK CONTRACTOR. SHALL
INSTALL 20' X'18' MIN STONE
ACCESS DRIVE PRIOR TO CONSTRUCTION
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EARTHWORK CONTRACTOR SHALL REQUIRE ALL
FUELING AND MAINENANCE TO BE CONFINED
•TO THIS AREA ONLY. EQUIPMENT AND VEHICLES
ARE REQUIRED TO BE PARKED IN THIS LOCATION
ONLY. \i/ U/ N
PORT-O -LET
10.00'
D.O.E.
FUEL OIL TANK
(DBL. WALL);
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LEGAL DESCRIPTION
PARCEL 1
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF
SECTION 30, TOWNSHIP 18 NORTH, GE .3 EAST IN CLAY
TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST :R OF THE WEST HALF
OF THE rOPTHWEST QUARTER OF SAID SECTION 30; THENCE
NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST (DEED
BEARING) ALONG THE EAST LINE OF D WE: ST HALF 70.00
FEET TO THE NORTH LINE OF THE PROPOSED RIGHT -OF -WAY
GRANT FOR 131ST 'STREET AND THE NT OF BEGINNING;
DEGREES THENCE CONTINUING NORTH 00 00 MINUTES 24
SECONDS EAST ALONG SAID EAST LINE 596.00 FEET; THENCE
NORTH 83 DEGREES 13 MINUTES 36 SECONDS WEST 229.30
FEET; THENCE NORTH 58 DEGREES '22 MINUTES 36 SECONDS
WEST 166.00 FEET,
THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST
466.61 FEET; THENCE NORTH 00 ES 00 THENCE NORTH
85 DEGREES 55 MINUTES 42 SECONDS /EST 646.30 FEET TO
THE WEST LINE OF `r,-;AID NORTHWEST QUARTER; THENCE SOUTH
00 DEGREES 05 MINUTES 18 SECONDS WEST ALONG SAID WEST
LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES
35 SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID
SOUTH WEST HALF 317.0.3 FEET', THENCE 00 DEGREES 03
MINUTE'S 18 SECONDS WEST F"ARALLEL KITH THE WEST LINE OF
SAID NORTHWEST QUARTER 204.30 FEET TO THE NORTH LINE
OF THE PROPOSED RIGHT-OF-WAY NT FOR 131ST STREET;
THENCE SOUTH 89 DEGREES 35 S 35 SECONDS EAST
ALONG SAID NORTH UNE AND PARALLEL WITH THE SOUTH LINE
OF SAID WEST HALF 1164.06 FEET TO HE POINT OF
BEGINNING, CONTAINING 41.902 ACRES. MORE OR LESS.
MINUTES 24 SECOND'S EAST PARALLEL WITH THE EAST LINE: OF
SAID WEST HALF 1.319.00 FEET,
L
:4UritiMAN NOTES
CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND SEDIMENT BASINS, DIVERSION BERMS AND
TEMPORARY SWALE BEFORE LAND DISTURBING ACTIVITIES.
2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR
SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL
BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL
SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY
SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS,
ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED
AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES.
3. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY
BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW
BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR
SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH
VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 CU.FT.).
4. ALL. PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBCRADE
IS PREPARED.
5. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY
WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER
EROSION.
6. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING.
SEEDING SPECIFICATIONS
PERMANENT SEEDING AND MULCH AREAS
SEEDING RATE 130# /ACRE. OR 3 #/1000 S.F.
SEEDING MIXTURE: 25% CREDDPING RED FESCUE
35% PERENNIAL RYE
40% KENTUCKY BLUEGRASS
SEEDING
SEEDING
SEEDING
WITH FIBER BLANKET BY NORTH AMERICAN GREEN
RATE: 110 /ACRE OR 2.5 S.F.
MIXTURE: 38% KENTUCKY 31 FESUE
19% PERENNIAL RYE
19% ANNUAL RYE
14% ARCHARD GRASS
10% KENTUCKY BLUEGRASS
TEMPORARY SEEDING AND MULCHING.
SEEDING RATE: 50# /ACRE
SEEDING MIXTURE: 100% PERENNIAL RYE
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SEEDBED PREPARATION FOR PERMANENT SEEDING
1 TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
(CONTACT YOU COUNTY SWCD OR COOPERATIVE EXTENSION
OFFICE FOR ASSISTANCE AND SOILS INFORMATION,
INCLUDING AVAILABLE TESTING SERVICES.)
2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE
SEEDED, APPLY LIME ACCORDING TO TEST
RECOMMENDATIONS.
3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF
TESTING WAS RIOT DONE, CONSIDER APPLYING 400 -600
LBS. /ACRE OF 12 -12 -12 ANALYSES, OR EQUIVALENT,
FERTILIZER.
4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED,
WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN.
DEEP WITH A DISK OR RAKE OPERATED ACROSS THE
SLOPE.
SEQUENCE OF CONSTRUCTION
The following is a list in sequence of construction
activities to control soil ero ion:
1. The contractor shall schedule a Pre construction
meeting with the Hamilton County Soil and Water
Conservation District prior to any construction on the
site being started.
2. The construction entrance and construction
maintenance and refueling area shall be constructed.
3. Before mass earthwork activities begin, the existing
vegetation buffer along the eastern and northeastern
portion of the site shall be maintained.
4. Before mass earthwork activities begin, install silt
fence and construct landscape mounding at southwest
portion of the site along property line as shown on the
plans. Mounding to be permanently seeded.
5. Phase "A" Area Mass Earthwork Area: Before mass
earthwork begins in the area delineated as Phase "A"
along Lots 1 through 8, the following construction
sequence shall be follow for erosion control.
a. Maintain existing vegetation buffer at northeastern
portion of the site.
b. The silt fence behind Lots 1 through 8 shall be
installed as shown on the plans.
c. Mass earthwork for Repass Drive rough grade of
roadbed shall be excavated to cut off drainage area for
the south.
d. Construct proposed rear yard swales per plans, install
erosion control blankets and permanently seed common
area and lots per erosion control plan before proceeding
with all other construction activities.
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6. Before mass earthwork activities begin on balance
of site, the temporary swales shown on the erosion
control plan shall be constructed to divert storm
water from the east sides of Lots 8 through 16.
The existing vegetation buffer shall be maintained
and the silt fence constructed as planned. The rear
yard swales shall be constructed, install erosion
control blankets and permanently seed common area
and rear yards per erosion control plan.
7. At time of mass earthwork activities, construct
sediment basin and rock check dam at outfall of
relocated channel west of proposed detention pond.
8. Construct relocated channel, install riprap gabion
channel step, install erosion control blanket and
permanently seed.
9. Install detention pond outlet storm pipe with
temporary slotted riser on inlet of pipe and
temporary sediment berm as shown on plans until
detention pond dam and channel work is
constructed substantially.
10. Construct detention pond dam key and core.
Convert temporary riser on pipe inlet to permanent
pond outlet control structure as dam construction
progresses. Install erosion control blankets and
permanently seed detention pond dam upon
completion of final grading.
11. Concrete washout area constructed
12. Complete mass earthwork activities and rough
grade for streets, install storm sewers, sanitary
sewers and water utilities.
13. Posting information area shall be constructed. All
items, as outlined in the in the O &M manual for
Post Construction water quality measures shall be
placed in this area.
14. Finish grade rear yard and perimeter swales and
install permanent seeding.
15. Grade balance of the site (sides of swales,
mounds and ponds to be seeded and mulched
immediately upon completion. If the site remains
inactive for a period of 15 days, stabilization is
required to take place in the form of temporary
seeding, mulch or spray on palimar. For temporary
seeding, the contractor shall utilize a fast growing
seed of either oats, annual ryegrass, wheat or rye,
depending on time of year. Disturbed areas should
be kept to a minimum at all times.
16. Seed all remaining disturbed areas and remove
all BMP's when area is stabilized.
OHE 1 3i1 s# S E ET- off
EMERGENCY SPILL RESPONSE CONTACTS
INITIAL SPILL RESSPONSE CALL "911"
SECONDARY SPILL RESPONSES
R. DAVID BICE
HAMILTON COUNTY EMA
PH. (317) 770 -3381 3382
HAMILTON COUNTY SURVEYOR OFFICE
PH. (317) 776 -9626
HAMILTON COUNTY SOIL WATER
CONSERVATION SERVICE
PH. (317) 773 -2181
CITY OF CARMEL FIRE DEPT.
(NON EMERGENCY CONTROL)
PH. (317) 571 -2600
ONSITE CONTACT RESPONSIBLE FOR EROSION CONTROL
DOUG ELMORE
PLATINUM PROPERTIES, LLC.
PHONE: (317) 818 -2900
NOTES:
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN
THE FIELD BY LOCAL OR STATE INSPECTORS.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN FORM OF TEMPORARY
SEEDING, MULCH, OR SPRAY ON PALIMAR.
FLOOD PLAIN NOTE
CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE DATE, MAY 19,
1981. SCALE FROM "FIRM FLOOD INSURANCE RATE MAP, COMMUNITY PANEL
NUMBER 180081 0001 C, THE SUBJECT PROPERTY LIES WITHIN A FLOOD ZONE
C (AREA OF MINIMUM FLOODING) AS PLOTTED BY
SOIL EROSION CONTROL SUMMARY NOTES
2. CONTRATOR SHALL INSTALL EROSION PROTECTION AT STORM INLETS
IMMEDIATELY AFTER INSTALLATION.
3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS
SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST
SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER
APPROVED METHODS. EXISTING STREETS TO BE SWEEP AS NEEDED OR
REQUIRED BY THE LOCAL GOVERNMENTAL AGENCIES.
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PROPOSED LEGEND
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DERRIEGMBIS
STORM SEWER
STORM INLET
PIPE END SECTION
EROSION CONTROL FENCE
FABRIC DROP
INLET PROTECTION
TEMPORARY BAGS TO BE INSTALLED AT CURB INLETS.
BAGS TO BE FILLED WITH MULCH OR SMALL PEBBLES.
RIPRAP
EROSION CONTROL BLANKET NORTH AMERICAN
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN
SEEDING MULCH PER SPECIFICATIONS.
PERMANENT SEEDING (SEE SEEDING SPECIFICATIONS)
TEMPORARY SEEDING (SEE SEEDING SPECIFICATIONS)
CONSTRUCTION LIMITS
EXISTING VEGETATION BUFFER, 5' 10' WIDTH
ROCK CHECK DAM
STORM WATER DISCHARGE POINT FROM SITE
TEMPORARY DIVERSION SWALE
AREA OF WOODED UNDERBRUSH TO BE CLEARED
PER DIRECTION OF THE COUNTY SURVEYOR
AREA OF TREE PRESERVATION
AREA IS NOT TO BE DISTURBED
40.00'
PROPOSED
R/W
20.00'
EX. R/W
INCHES
0"
0'
FEET
30'
C75 PERMANENT
SC150 PERMANENT
0350 PERMANENT
1"
60'
2"
120'