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EVA_UATION FOZ : CNSTRUC D ri PROJECTS
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RLL PreOalEM50fl CONCERNS MEED TO as 111111 "IN a I--1 RCIIpI
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tKUSIUN CUN I KOL NOTES:
DISTURBED AREA = 0.24 ACRES
1. AN erosion control pradoose %hall be in accordance with the IDNR "Indiana Handbook For Erosion Control
In Developing Areas. dated October 1992 and the SCS "Field Office Technical Guide.
2. The Coy Eng,neer has me nghl to require additional erasion control measurer in the field as conditions warrant.
3. Copies of the lever of item and response from the City of Carmel office for Rule 5 compliance, when reuired.
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4. Any other nformaeon reasonably required by the commission or administrator to properly evaluate the plan.
5. There shall be no dirt debne or storage of materials in the street.
6. AN erosion control metenals shall be approved by the City of Carmel prior to installation.
7. No soil with be removed or 61Poaad of from the grading site.
THE CONTRACTOR IS RE21XIBL FOR ALL INSTALLATION AND MAINTENANCE OF EROSION
CONTROL AND STORM WATER POLLUTION UTION PREVENTION FOR THE PROJECT AREA,
No-.: TAY DUFFNER VARHAN
41 1500 SHELBOURNE ROAD
ohcre: ;317) 987-8353
it of OAc"fkafbns:
Conlrocto• 's to 'nrorm the C'ly bl Carm.l of who this stormwbter pollution prevention individual is at the
pre--tr—, re 1 G. V-' fo dry earth disturbing It construdion bcliliti-
THE INDANA STOR.v WATER QUALITY MANUAL & Tb= CITY OF Greenwood STANDARDS SHA__ BE USED
IN CONJUNC-ION WF- THE SE OF EROSION CONTROL PLAYS.
EROSION CONTROL SEQUENCE
I. Tne folomn er &, cD ' -4 meas,res shall be in place pfiar to coy land disturbing activt es:
L . C'eo*e o etcti'zed cr r --tion entrance
I n, orf Ternpora'v r of -� Iecrion Measures on existing slcrm inle's.
1.3. ^say Tenlporcti S -eice and/or Sill Sock Protector as shown on approved plans
1.4, rs,o' lemaarati Corc•e'e woshoL-
2. Once arc clst.;rarg ar,1r es aegr. tie following practices shall be provided:
2. Or Ce earth ds'uly-g cc"es begin, the ad %cent roadways, adjacent drives and park ng log shall be con finuoisly monitored for sed'ment racking. If sediment is
fc.--mmediate act 3n Is equirec to clean the offsite areas Ord the curent erosion control practices will need `a be inspeced and modifed accoreirgly to prevent
cry'_dier scare 4o- Caving the project si-e.
2.2. Once the new ser sh.,c-_res%pipes are is In place, me opproorcte type of'We- protection measures shall be placed.
2.3. Ccn-n_ec mor torr- cl a I exposed areas shall be performed in order ro ver'fy the surrounding areas are not beccmirg sediment laden from censtrucion activities
015 le.
2.4. As rhe CO-sr.Cta, cc -,t3 ds'Lroed areas sholl be stabilized as soon cs they are at finished grade or will be left bare for more than 15 days.
25. orc,ide Fncg'-de say actio^ Lear Penal grading of all areas including erosion control olenzefngseeding and sodding as appropriate.
12.6. $ram' sewers -a' Decors s Iced due to construction ariviiies shall be cleaned will C jet vocucm one the mateoal Grocery disposed of.
EROSION CONTROL NOTES:
L AN praaose- stage, -r, sed merr conrrol shall be in conformance win the City of Carmel S'andards, Discrepancies between the plans and fie Manual <hall not alleviate
're c-ngcco-from adieH-g'c tie requirements as se' forth in the Manual.
2. AI e'cs cn Ca•-'oI pro: --es sho to in accordance with the "Inclono Storm Wo`er G?Jorty Mcruol" and the SCS "Feld Office Tech n cal Guide".
d. Tie GN ^g Tee' has re •gr •o'eouire additional erosion control measures it the'Sld as conditions warrant,
4. Aodflone oroso, arc ieo,mert corhol measures may be reouired by the inspector.
S. Tie storm weer oiciry Lint ;hew-, on hese plans shall be the snit Inslolled dJring the development or ^his property. No subst'Aftlons shall be permitted.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE - MAINTENANCE T INSTALLATION SEQUENCE
SEE CHART FOR MAINTENANCE REQUIREMENTS
GRATE
REINFORCED CORNERS
MANAGEABLE
2 FOOT
CONTAINMENT
AREA
DANDY SACK
LIR STRAPS
OPTIONAL
OVERFLOW PORTS
DUMPINGD
STRAPS
STORM
N LET
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-ANny ;AaX,w
r,1,Gr„
WR0Y70® IR 4R6 091 IsIN A wCVEN
ol Th! %CLL(Nd,NG SPECIfICAiICNe'.
POLYETHYLENE LINING TO
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cm 5902
-las
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DETAIL Of INLET SEDIMENT CONTROL DEVICE
PROJECT: DR. Il
CRY/STATE: DATE: DR. NO:
METAL PINS OR STAPLES
TO SECURE THE
O
7
NOTE:
POLYETHYLENE LINING TO
WASHING AREA: 15' % 20' MIN.
WOOD OR METAL STAKES TO SECURE THE STRAW BALES.
STRAW BALE BARRIER
STRAW BALES POLYETHYLENE LINING (10
15'
MIN.
STRAW HALE MILE] METERS) - THE LINING SHOULD
BARRIER EXTEND OVER THE STAN BALES,
SAND BAGS, OR GRAVEL BERM.
�
SLOPE TO
SLOPE 0 27.\
OW POINT
O
o\
STABILIZE WASH AREA WITH
COMPACTED SOIL MATERIAL POLYETHYLENE LINING (10
MILLIMETERS) - THE LINING
p
FRONT ELEVATION SHOULD EXTEND MR THE _
,TAW BALES, SAND BAGS, OR
SLOPE 0 2%
SLOPE 0 6%
�
0
GRAVEL BERM.
0
—�
O
METAL PINS OR STAPLES
o
SAND BAGS OR 6" POLYETHYLENE LINING (10
TO SECURE THE
0
GRAVEL BERM. MILLIMETERS) - THE LINING SHOULD ST LINING TC
o
S/ Q
STRAW BALE EXTEND OVER THE THEPOLYETHYLENE
STRAW STRAW BALES, AW B
THE BALES.
0
BARRIER SAND HAGS, OR GRAVEL BERM.
/ O
p
SLOPE ®z%
y
Q
0
e8
co 0
COMPACTED SOIL MATERIAL COMPACTED SOIL MATERIAL ENTRANCE & EX15T TO WASH AREA:
WOOD OR METAL STAKES TO SECURE WIDTH AS REQUIRED TO ACCOMODATE
STRAW BALES (2 PER STRAW BALE) EQUIPMENT AND SPRAY -SPLASH AREA.
P
PLAN
nONSTRUCT GRAVEL BERM 6 ABOVE
SECTION A—A STABILIZED BASE COURSE AT
ENTRY -EXIT TO RETAIN WASH RUNOFF,
A
0
CONCRETE WASHOUT AREA
NOT TO SCALE
SEASONAL SOIL PROTECTION CHART:
6TABILRATgN
PRAC ITE JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC
PREMANENT A '11111VU1P--'lli
SEEDING
DORMANT B _01 B _D
SEEDING
TEMPORA
SEEPING RY CE '-LININ D
SODDING IF—'4111111UP D—
MULCHING G
A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING REO FESCUE 40 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE.
B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE;
PLUS 2 TONS STRAW MULCH/ACRE, OR ADO ANNUAL RYEGRASS 30 LBS/ACRE.
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 LBS/ACRE
F = SOD
G = STRAW MULCH 2 TONS/ACRE
"/I/' IRRIGATION NEEDED DURING JUNE, JULY, ANO/OR SEPTEMBER
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
SEASONAL SOIL PROTECTION CHART
POSTS
- T X 2" WOOD OR STEEL
FENCE POST W/ PROJECTION
TO FASTEN FABRIC
- SPACING 5 OL.
-NO JOINTS ALONG LENGTH
-STAPLE OR WIRE TO POSTS
-(AND WIRE FENCE IF USED)
6" % 6" TRENCH
TO BE BACKFILLED
AND COMPACTED -
INSTALLATION'
'THE BOTTOM 1' OF THE FENCE SHALL BE BURIED IN THE TRENCH ON THE UPSLOPE SIDE,
2. FENCE SHALL BE INSTALLED ALONG LEVEL GRADES, NOT ACROSS FLOW CHANNELS.
3. IF OPTIONAL SUPPORT WIRE FENCE 15 USED, POST SPACING MAY BE EXTENDED TO 8' O.C.
MAINTENANCE
1. INSPECT SILT FENCE PERIODICALLY (WEEKLY) AND AFTER EACH STORM EVENT.
2. IF FABRIC IS TORN OR DAMAGED OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE, OR IT
IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE NOT TO UNDERMINE THE FENCE DURING SEDIMENT REMOVAL.
5. AFTER THE CONTRIBUTING AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REMAINING
SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
SILT FENCE SECTION
NOT TO SCALE - PRACTICE 3.74
GEOTE%TILE 12' (MIN.)
FILTER FABRIC SECTION VIEW INDOT Nil. 2
MAINTENANCE!
1, INSPECT WEEKLY, AND AFTER EACH STORM EVENT OR HEAVY USE.
2. RESHAPE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPORESS WITH CLEAN STONE AS REQUIRED. MAINTAIN MINIMUM DEPTH THROUGHOUT
CONSTRUCTION.
4, IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY
SWEEPING OR BRUSHING. (DO NOT FLUSH AREA WITH WATER.)
5. REPAIR ANY BROKEN PAVEMENT IMMEDIATELY.
STABLIZED CONSTRUCTION ENTRANCE
NOT TO SCALE - PRACTICE 3.0
14020 Miss. sm.— Drive
Carmel, Indiana 46033
P: 317.324.8695 F: 317.324.8717
www.Frl -Ensi
PROJECT:
DUFFNER GUEST
HOUSE
PROJECT LOCATION:
11500 SHELBOURNE ROAD
CARMEL, INDIANA 46032
HAMILTON COUNTY
SECTION, TOWNSHIP, RANGE.
kl___S6, T17N, R3E
CLIENT,
AY DUFFNER VARHAN
11500 SHELBOURNE ROAD
CARMEL, INDIANA 46032
PLAN DATE.
5/17/2018
DESIGN: CHECK: DRAWN
AF AF KG
PROJECT NO.
1803003
SHEET NAME
EROSION CONTROL
DETAILS
SHEET NO.
C103