HomeMy WebLinkAboutC4 Erosion Control Plani
1
i
i EN=
1
or is eimmizemor
7381.84
NM
WI-
le
III
r
w
V a
W
W
W
W
,1 W
W W
W W
W
W
W
w
w
W
W
W
W
W
W
w
W
w
wti
740.64.
/40.14:
INSTALL 5'x 10' x 1.5' REVETMENT
RIP -RAP ON FILTER FABRIC
W W
W w
w W
1.6
741 13,
W
W W
743 -24
742.74
'v
2. 1
4fr21
742.681
v7 X742.52
I s 742.02
43122
1 742.90► jr
f
743.14
743.14
'f 4
743.48
743.38
al or
744 501
743.30 1
,43.14
f
;43 .04111
742 II
743 30
(742.481
741 08
740.58
W
y .7-
i
•1742.54 1
a
U)
W W
ASPHALT SIDEWALK
dy .l
743.44
742.94
'1 743.3Q
743.48
742.98
N 742.88
142.88.j
W
kftweiamehb.
FUELING AREA FUEL TANK
L742 801
3.50
300
w w W
W W W
W W W w
W y.
W w W W
W w
PROPOSED
STEAK 'N SHAKE
D -3NT
F.F.E. 743.50
4,3 S.F.
743.40
743.30
742.80
74
4
W
1742.80)
43
93
j40.73
1742.58I
743.50
743.00
r743.50
743.50
743.40
W
.!Y.. ..W.
w W
W W
FnB2
FxC3
OcA
St
We
SOILS TYPE LEGEND
FOX LOAM, 2 TO 6 PERCENT SLOPES, ERODED
THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE FROST 1
ACTION POTENTIAL, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY IN THE
SUBSOIL, AND RAPID PERMEABILITY IN THE UNDERLYING MATERIAL THIS SOIL HAS SLIGHT
LIMITATIONS FOR BUILDING SITES AND SEPTIC TANK ABSORPTION FIELDS. IT HAS MODERATE
LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF MODERATE SHRINK -SWELL POTENTIAL
THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL.
FOX CLAY LOAM, 8 TO 18 PERCENT, SEV. ERODED
THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES ARE MODERATE FROST
ACTION POTENTIAL, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY IN THE
SUBSOIL, AND RAPID PERMEABILITY IN THE UNDERLYING MATERIAL THIS SOIL HAS MODERATE`
LIMITATIONS FOR BUILDING SITES. SLOPE IS A MODERATE LIMITATION FOR DWEWNGS AND IS A
SEVERE LIMITATION FOR SMALL COMMERCIAL BUILDINGS. SMALL COMMERCIAL BUILDINGS SHOULD
BE CONSTRUCTED ON LESS SLOPING SOILS. REMOVAL OF VEGETATION SHOULD BE KEPT TO A
MINIMUM. TOPSOILS SHOULD BE STOCKPILED FOR USE IN EXPOSED AREAS, AND A PLANT COVER
SHOULD BE ESTABLISHED AS SOON AS POSSIBLE AFTER CONSTRUCTION. LOCAL ROADS AND
STREETS SHOULD BE BUILT ON THE CONTOUR. THE BASE MATERIAL FOR ROADS AND STREETS
NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL.
OCKLEY SILT LOAM, 0 TO 2 PERCENT SLOPES
THIS SOIL IS SUITABLE FOR URBAN. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT
ENGINEERING USES ARE MODERATE FROST ACTION POTENTIAL„ MODERATE SHRINK-SWELL
POTENTIAL, MODERATE PERMEABILITY IN THE SUBSOIL AND RAPID PERMEABILITY IN THE
UNDERLYING MATERIAL. THIS SOIL HAS MODERATE LIMITATIONS FOR BUILDING SITES BECAUSE OF
SHRINK SWELL POTENTIAL AND LOW STRENGTH OF THE SOIL USING PROPERLY DESIGNED
FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING DRAINAGE TILE CAN HELP TO
PREVENT STRUCTURAL DAMAGE FROM THE LOW STRENGTH AND SHRINKING SWEWNG OF THE
SOIL LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOILS FOR LOCAL ROADS
AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED WITH SUITABLE
MATERIAL.
SLEETH LOAM
THIS SOIL IS POORLY SUITED TO URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT
ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH
POTENTIAL FROST ACTION, MODERATE PERMEABILITY IN THE SUBSOIL AND RAPID PERMEABIUIY IN
THE SUBSTRATUM. THIS SOIL HAS. SEVERE UMITATIONS FOR BUILDING SITES. THE SITES NEED
TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWEWNG
AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING
PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FIROM
THE LOW STRENGTH AND SHRINKING SWELUNG OF THE SOIL THE SOIL HAS SEVERE LIMITATIONS
FOR LOCAL ROADS AND STREETS. INSTALLING DITCHES ALONG ROADS HELPS TO LOWER THE
WATER TABLE AND TO PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS
NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.
WESTLAND SILTY CLAY LOAM
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 SLOW PERMEABIUTY. THIS SOIL HAS SEVERE UMITATIONS FOR BUILDING SITE
BECAUSE OF A SEASONAL HIGH WATER TABLE, THE SITES NEED TO BE ARTIFICIALLY DRAINED
AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD
NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS
HELPS TO PREVENT STRUCTURAL DAMAGE FROM THE LOW STRENGTH AND SHRINKING SWEWNG
OF THE SOIL THIS SOILS HAS SEVERE UMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE
OF A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF I
DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND TO PREVENT DAMAGE
FROM FROST ACTION. THE BASE MATERIAL FOR ROADS NEED TO BE REPLACED OR
STRENGTHENED WITH SUITABLE MATERIAL
743.30
742.80
W W
W L W
CONSTRUCTION DUMPSTER
743.48
742.98
743.50
743.50
[7-43,50
743.50
743.50
1742.60
w
W
741.40
"1743.
w
w
W
W
7 3.30
42.80
1 742 -6D 1
w
'4 4 NI
4. W 4.
W W
"742990
7 0'
741.8
Io
1 742. i
743165
743:15]
1742 95
742.9]
743.613
743.113
742;601
F r
74115
740.65
W
W
3W
740.88
740.3$
SO'
z
J
W
-.6 CD Nit W W
W I W W W
W W
W W
W I
KPILE
r ktik
W W W
W
W W W
w; w W
4.
w
W W= W
i, W iW W W
L W w
W 4, w W �,,t
W •V
W W
w W •k
w w
W W
W W
W 1.
W w
W i w
W W
w
w w
W W
W W; w
W I w
w
w w
W
w w
W
W
W W
W W
w
4,
I
12' MIN.
SIDE
24 SQUARE
RIP -RAP
���1'• toss'• \46
SEE PLANS
RIP -RAP
NEENAH R- 3286 -8V
FRAME AND GRATE
#2 STONE
NOTE: INSTALL NEENAH R- 3701 -15
CATCH BASIN TRAP
CATCH BASIN TRAP DETAIL
I
18" MIN.
1
OUTLET EROSION CONTROL
BOTTOM OF TRAP 6" MIN.
BELOW FLOW LINE
(NO SCALE)
D
IdO
t 01I1I11 ll111 11
S S 11/A/4/
t- etSTER �s
NO"
10200392
STATE OF
I, 8 NA t�
JAMES I.C. SHINNEMAN P.E 10200392
J
0
(i7
W
W
Q
73.9 27
739.42
r7p.04
1,738.54.:
.M.E.G
W W W W
I,
y
10
W w W w
W
W w 4 W
,y W W
W W W
W 4 W W
W W W 1 W
W W w W
w W W 1
W W w
w w W
.1, w
W
w
W
w
W
W
W W
w W
W
W
W w W
W
W\ W
W
W
w
W
4. W i W
w W W
V 4 IW
W W W W
W W W
W W W
W W w
4, W W
w
W
W
W W W W W
W W w W W
W W w w W
W W W 4' W
W W
W w W w w W w
w
,740. +9
W w 7.39
W W W
k- 738.661
10 R AC
W
w
9
CONCRETE WASHOUT
AREA
W w W
w W W W W w W W
W W W W W W W
w W w W W W W
74-Q 88*
442.k8
W
0
-NOTE
THIS PLAN INDICATES EROSION CONTROL MEASURES
REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING
HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY TURNED OVER
FOR DEVELOPMENT. COORDINATE WITH SOIL
CONSERVATION DISTRICT REPRESENTATIVE FOR ANY
OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS.
R4W!NG: H: \2004\ WO4 0266 \ENG \C,Q�� nset 040266 C 04 .dwg
1.AYrIUt F_rosian-
;)1 r,(14.
AREA MAP
733
4
-735-
736
-737
GRAVELBAG CURB PROTECTION
(NO SCALE)
(FOR INLETS THAT ARE IN LOW POINTS)
NOTE:
GRAVEL BAGS ARE HALF FULL WITH LARGE ROCK AND PACKED CLOSE
TOGETHER TO EUMINATE GAPS.
IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS
INTO A NEW BAG.
9
W
w
W
W
W Y v v
W W W W
W W w
W w W W
*PROJECT LOCATION
W W
■W
8
RUNOFF
W W w W
W W W 4
W W
w 1 w
SOILS MAP
8
Wr
N.
WARNING-
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
1t
7
CONTACT PERSON FOR EROSION
CONTROL SEDIMENT PRAdTIC
STABIUZATION
PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
PERMANENT
SEEDING
SEEDING
SODDING
STEAK 'n SHAKE
500 CENTURY BUILDING
36 S. PENNSYLVANIA STREET
INDIANAPOLIS, IN 46204
TELEPHONE: (317) 655-3603
FAX: (317) 655-7317
CONTACT PERSON: JAY KAMMEYER
MULCHING G
A KENTUCKY BLUEGRASS 40 LBS/ACRE, CREEPING RFD FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE
B KENTUCKY BLUEGRASS 60 LEIS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE.
E ANNUAL RYEGRASS 40 LBS/ACRE. (1 U3/1000 SO. FT.)
F SOD
G STRAW MULCH 2 TONS/ACRE.
VIP IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.
0 IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.
EROSION CONTROL LEGEN
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES.
CONSTRUCTION ENTRANCE
CONCRETE
WASHOUT
IBM
SEASONAL SOIL
PROTECTION CHART
SOD OR LANDSCAPED AREA SEE
PLANTING CHART FOR LAWN OR C6 FO
LANDSCAPING
INLET PROTECTION
SILT FENCE
SMOOTH FOUNDATION
UNDER FILTER
Ilyv yisiUtt‘itiViq 11 11
6
ALTER FABRIC
3/8" TREATED PLYWOOD 48"x24" PAINTED
WHITE
BLACK LEI 1ER 6" HEIGHT
0.5" LAG SCREWS
WOOD POST 3"x3"x8'
CONCRETE WASHOUT SION
6
(NO SCALE)
NOT It SCALE
POST 4" DIA. WOOD OR 1.33
LBS/FOOT STEL 10' MAX.
SPACING
WIRE FENCE 14 GAGE
(MIN)-6" MESH SPACING
(MAX) FASTENED BY 1" WIRE
STAPLES, TIE WIRES, OR HOG
RINGS
FILTER FABRIC ALONG LENGTH
(NO JOINTS) STAPLE OR
WIRE TO 'FENCE
4"X4" TRENCH TO BE
LATH ac RAGGING ON
ALL SIDES
MAINTENANCE:
DOWN-
UPSLOPE SLOPE
-1 11E1111 1111=
El 1 1E1
SILT FENCE SECTION
10 MIL. PLASTIC UNING
PLAN
BERM
(NO SCALE)
STAKE (TYP.)
12" FILTREXX FILTER
SOCK
SECTION
CONCRETE WASHOUT
TYPE "BELOW GRADE" NOT TO SCALE
12" FILTREXX
FILTER SOCK
10 MIL PLASTIC LINING
TO EXTEND TO FILTREXX
FILTER SOCK
NOTES:
I. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN.
2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND
DISPOSED OF BY APPROVED METHODS.
3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT.
OF THE TEMP. CONCRETE WASHOUT FACILITY.
MAINTENANCE:
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE
OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABIUZED, REMOVE FENCE AND SEDIMENT, BRING
DISTURBED AREA TO GRADE AND STABILIZE IT.
l' HARDWOOD
CROSSBRACING
2"X2"X36" HARDWOOD
CATCH BASIN/ STAKES WITH POINTED END
LATH AT EACH STAKE
OVER FABRIC
36" WIDE NONWOVEN
POLYPROPYLENE FABRIC
REFER TO SILT FENCE
SECTION FOR EMBEDMENT DETAIL
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.
3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE
OR IS CAUSING FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGING
DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE INLET
PROTECTION DETAIL
5
(NOT TO SCALE)
4
3
SECTION A CONSTRUCTION PLAN ELEMENTS
Al PLAN INDEX SEE BELOW
A2 11N17 PLAT (REDUCTION OF EROSION CONTROL PLAN TO BE SUBMITTED WITH FULL SIZE
PLAN)
A3 PROJECT NARRATIVE THIS IS A PROPOSED COMMERCIAL DEVELOPMENT ON APPROXIMATELY
2.88 ACRES. THE CONSTRUCTION SHALL CONSIST OF ONE BUILDING, ASPHALT PARKING WITH 1
ENTRY DRIVE, AND ENCLOSED STORM SEWERS.
A4 VICINITY MAP SEE BOTTOM CENTER OF EROSION CONTROL PLAN
A5 LEGAL DESCRIPTION SEE LOWER RIGHT CORNER OF EROSION CONTROL PLAN
A6 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS SEE EROSION CONTROL PLAN
A7 HYDROLOGIC UNIT CODE (14 DICIT) 05120201090040
AEI NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS NOT APPLICABLE
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE SEE EROSION CONTROL PLAN
A10 LOCATION AND NAME OF WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE
NOT APPLICABLE
CREEK
Al2 IDDITIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER NOT APPLICABLE
Al4 PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR)
Al5 ADJACENT LAND USE INCLUDING UPSTREAM WATERSHED SEE EROSION CONTROL PLAN
Al6 CONSTRUCTION UNITS SEE EROSION CONTROL PLAN
Al7 IDENTIFICATION OF DUSTING VEGETATNE COVER GRASS
A11:I SOILS MAP W/ SOIL DESCRIPTIONS AND LIMffATIONS SEE EROSION CONTROL PLAN
A19 LOCATIONS, SIZE DIMENSIONS OF PROPOSED STORMWATER SYSTEMS SEE EROSION
CONTROL PLAN
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS SEE
EROSION CONTROL PLAN
A22 DOSTING SITE TOPOGRAPHY SEE EROSION CONTROL PLAN
A23 PROPOSED FINAL TOPOGRAPHY SEE EROSION CONTROL PLAN
SECTION B STORMWATER POLLUTION PREVENTION PLAN
CONSTRUCTION PHASE
01 DESCRIPTION OF POTENTIAL POWITANT SOURCES POTENTIAL POLLUTANTS FROM
CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS,
AND DUMPTSTER PAD; OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION
EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE
PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM.
TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE
POTENTIAL BACTERIA AND/01 OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.
B2 SEQUENCE DESCRIBING STOR1AWATER QUAUTY MEASURE IMPLEMENTATION RELATIVE TO LAND
1. BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED
ROOT ZONES.
2. CONSTRUCTION ENTRANCE STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG
PRIVATE ROAD.
3. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING.
4. EARTHWORK STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH
GRADE. ESTABUSH STONE ENTRANCE AND STAGING AREA. START BUILDING CONSTRUCTION. FINISH
GRADE AND SEED BASINS, SLOPES, SWALES AND MOUNDS. TEMPORARY SEED ALL DISTURBED
AREAS.
5. SANITARY SEWER INSTAU_ SANITARY SEWER LATERALS AND APPURTNANCES.
6. STORM SEWER INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS
ARE COMPLETED.
7. UTIUTIES COORDINATE INSTAUATION OF WATER, GAS, TELEPHONE, ELECTRIC AND OTHER
REQUIRED UTILITY LINES.
8. CLEANUP CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL
AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED.
9. FINISH GRADING AND PERMANENT EROSION CONTROL FINISH GRADE AND PEMANENTLY SEED
ALL PROPERTY PERIMETER AREAS.
10. PAVEMENT INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR PARKING FIELD,
ROADWAYS, CURBS AND ENTRY DRIVES.
11. TEMPORARY SEED ALL DISTURBED AREAS.
12. FINAL LANDSCAPING FINAL GRADE AND INSTALL LANDSCAPING.
13. FINAL SEEDING COMPLETE FINAL SEEDING.
14. MAINTENANCE MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY STABLIZED.
B3 CONSTRUCTION ENTRANCE SEE EROSION CONTROL PLAN AND SEE DETAIL IN LOWER RIGHT
CORNER OF PLAN
B4 SEDIMENT CONTROL PLAN FOR SHEET FLOW AREAS SEE EROS A C P O P N L T IC R A O B L LE PLAN
B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS
B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS SEE EROSION CONTROL
PLAN
137 RUNOFF CONTROL MEASURES NOT APPLICABLE
1313 STORM WATER OUTLET PROTECTION SPECS SEE EROSION CONTROL PLAN
09 GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECS SEE EROSION CONTROL PLAN
1310 STORMIER QUALITY CONSTRUCTION DETAILS SEE EROSION CONTROL PLAN
B11 IDAPORARY SURFACE STABIUZATTON METHOD FOR EACH SEKSON SEE SEASONAL SOIL
PROTECTION CHART
812 PERMANENT SURFACE STABILIZATIONS SEE SEASONAL SOIL PROTECTION CHART
B13 MATERIAL HANDUNG AND SPILL PREVENTION PLAN SEE FOLLOWING SHEET. SHALL MEET
THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR
CONTAMINANTS PRESENT ON ME.
B14 MONITORING AND ktAINIENANCE GUIDEUNES FOR EACH STORMWATER QUALITY MEASURE SEE
STORMWATER QUAUTY CONSTRUCTION DETAILS
B15 EROSION SEDIMENT- CONTROL SPECS SEE TOP RIGHT CORNER OF EROSION CONTROL
PLAN
SECTION C STORMWATER POLLUTION PREVENTION PLAN
pOST-CONSTRUCTION PHASE
Cl DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND
USE POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS
FROM SNOW REMOVAL; OIL, 'GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL
FROM BRAKE PAO WEAR SHOULD BE PROPERLY Al IENDED TO TO REDUCE THE CONTAMINANTS FROM
ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM
SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN
THE STORM SYSTEM.
C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION A CATCH BASIN
TRAP IS TO BE INSTALLED IN STORM INETS #2, #3, AND #6 AT THE TIME THE STORM INLETS ARE
INSTALLED.
C3 DESCRIPTION OF PROPOSED POST STORMWAIER QUALITY MEASURES A CATCH
BASIN TRAP IS TO BE INSTALLED ON THE DOWNSTREAM OUTLET OF STORM INLETS #2, #3, AND #6.
CAST-IRON CATCH BASIN TRAPS ARE USED TO PREVENT CLOGGING OF STORM SYSTEMS AND
PROVIDE EFFECTIVE MEANS OF KEEPING PIPE LINES ENTIRELY CLEAN. THE DROP PORTION OF THE
INLET RETAINS Aft SOLID MATERIAL AND THE TRAP PREVENTS ALL FLOATING DEBRIS FROM ENTERING
OUTLET PIPE.
C4 LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER
QUAUTY MEASURE THE CATCH BASIN TRAP TO BE INSTALLED IS A NEENAH R-3701-15. IT IS
TO BE INSTALLED OVER THE 21" OUTLET FROM STORM INLET #2. IT IS TO BE INSTALLED OVER
THE 15" OUTLET FROM STORM INLET #3. IT IS ALSO TO BE INSTALLED OVER THE 12" OUTLET
FROM STORM INET #6. SEE CATCH BASIN TRAP DETAIL ON THIS SHEET.
C5 DESCRIPTION OF IAAINTENANCE GUIDEUNES FOR POST CONSTRUCTION STORMWATER QUAUTY
MEASURES THE CATCH BASIN TRAPS AND STORM INLETS #2, #3, AND #6 TO BE MAINTAINED BY
OWNER. ROUTINE INSPECTION AND MAINTENANCE AS REQUIRED. LOCAL VACTOR COMPANY TO
REMOVE SEDIMEWS, OIL AND OTHER FLOATABLE POLLUTANTS WITH A VACTOR. DISPOSE OF ALL
WASTE IN ACCORDANCE WITH HAMILTON COUNTY SWCD AND CITY OF CARMEL REQUIREMENTS.
4 3
EROSION CONTROL NOTES:
THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE
ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS.
TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN
EXCESS OF 20 DAYS.
PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND
FINISHED GRADE.
PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT
TOPSOIL EROSION.
ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF
THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE
THEIR EFFECTIVENESS.
IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT
SEEDING PROCEDURES SHALL BE USED.
DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS.
RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND
EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED.
THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBIUTY
OF THE CONTRACTOR AND/OR OWNER.
IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION
(FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5,
CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S
AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL
AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER
MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION
FOR SEASONAL VARIATIONS SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
PERMANENT SEEDING SPECIFICATIONS:
1) ALL DISTURBED LAWN AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY.
2) ALL DISTURBED LAWN AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL (COMPACTED
THICKNESS).
3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM REASONABLY FREE OF SUBSOIL, CLAY LUMPS,
STONES LARGER THAN 1/2", EXCESSIVE QUANTITIES OF SMALL STONE/GRAVEL, BRUSH AND OTHER
LITER.
4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT
EROSION CONTROL STRUCTURES.
5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS.
6) HAVE TOPSOIL TESTED TO CHECK FH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL
AMENDMENTS AS REQUIRED TO MEET/EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS
TEST RESULTS FOR LAWNS.
7) WORK FERTILIZER AND SOIL NUTRIENTS INTO TOP 2-3 INCHES OF THE TOPSOIL WITH A
SMALL DISK, HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE.
8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS
DEPENDING ON SOIL TYPE. ROLL WITH TOPSOIL IN A SEM1-DRY CONDITION IN 1 OPPOSITE
DIRECTIONS (RIGHT ANGLES).
9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN
ROLL UNTIL AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES.
10) SOW SEED WITH ADEQUATE EQUIPMENT AT A TIME WHEN LITTLE OR NO WIND IS BLOWING.
BROADCAST HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION
(RIGHT ANGLES).
11) COVER SEED TO A DEPTH OF 1/2" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF
STRAW OR HAY MULCH AT A RATE OF 1 TO 1 1/2 TONS PER ACRE. APPLY TACKIFIER TO STABILIZE
MULCH.
12) HYDROS EED ING IS ACCEPTABLE METHOD OF SEEDING.
13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED.
14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN
ACCEPTABLE STAND OF GRASS IS ASSURED.
15) ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS
AT END OF ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF
ANY LAWN AREA. ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF
GRASS IS ESTABLISHED.
16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT
LESS THAN 60 DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING,
CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER
ESTABLISHMENT OF LAWN.
LAND DESCRIPTION
LOT 2 (PER PLAT)
Lot 2 in Carmax, a subdivision in Hamilton County, the plat of which is recorded as Instrument No. 2003-61408 in
Plat Cabinet 3, page 199 in the Office of the Recorder of Hamilton County, Indiana, also described as follows:
Part of the South half of the Southeast Quarter of Section 8, Township 17 North, Range 04 East of the Second
Principal Meridian in Clay Township, Hamilton County, Indiana, being more particularly described as follows:
Beginning at the Southeast corner of Section 8, Township 17 North, Range 04 East; thence North 90 degrees 00
minutes 00 seconds West (North 89 degrees 4-7 minutes 47 seconds West measured) along the South line of
said half quarter section, a distance of 357.27 feet; thence North 00 degrees 21 minutes 05 seconds East 60.00
feet to a point in the North line of right-of-way appropriated by the Board of Commissioners of Hamilton County
pursuant to proceedings under Cause No. 29D01-9604-M1-169, as set out in a transcript recorded August 26,
1996 as Instrument No. 9609635823 in the Office of the Recorder, Hamilton County, Indiona; thence on said
right-of-way line, south 89 degrees 49 minutes 30 seconds East (South 89 degrees 47 minutes 47 seconds West
measured) a distance of 17.12 feet; thence North 00 degrees 00 minutes 00 seconds West 369.41 feet; thence
North 90 degrees 00 minutes 00 seconds East 342.44 feet to a point in the East line of said half quarter section;
thence on the East line thereof, South 00 degrees Og minutes 40 seconds West (South 00 degrees 21 minutes 14
seconds West measured) 430.75 feet to the Point of Beginning. Containing 3.392 acres, more or less, subject
to rights-of-way, easements and restrictions.
EXCEPT that part of the above-described real estate appropriated by the Board of Commissioners of Hamilton
County pursuant to proceedings under Cause No. 29001-9604-MI-169, as set out in a transcript recorded August
26, 1996 os Instrument No. 9609635823 in the Office of the Recorder, Hamilton County, Indiana. Containing 0.507
acres, more or less, subject to rights-of-way, easements and restrictions.
Leaving a net acreage after said exception of 2.885 acres, more or less.
0 15 30 60
2
Call 1-800-382-5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW"
INDIANA UNDERGROUND PRCRECTION SERVICE, INC.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILMES SHOWN ON
THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING,
BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE
UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE.
THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0
SAID EXISTING UNDERGROUND UTILMES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
cc
0
czr
cp
cf]
ca
SHEET NO.
124 ix
I 6 6
Tzl 4
i:4 1 24
CCY
LLI
Ica in
C 4
1 61
0
0
CNI
0
irs
gic
NC