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LAND DESCRIPTION
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A part of the east half of the northeast quarter of section twenty —five (25) Township eighteen (18) North,
Range three (3) East, described as follows:
BEGIN at the northwest corner of the east half of the northeast quarter of said section 25, run south on the
west line of said east half 847 feet to a stone marked T, thence east on line parallel with the north line of
said quarter section 468.93 feet to the west right —of —way line of the Louisville, New Albany and Chicago
Railroad (Monon); thence northwesterly along said right —of —way line 847.3 feet to the intersection of the north
line of said quarter section; thence west along the north line of said quarter section, 456.8 feet to the place
of beginning.
Containing 9.00 acres, more or less in Clay Township of Hamilton County, Indiana.
Subject to terms and provisions of a quitclaim deed, Landscape Easement and Covenants dated November 12,
1999 and recorded November 18, 1999 as Instrument No. 1999 - 9967352.
* * * ** Subject to the Follett and Morrow Legal Regulated (open) drain which cuts through the center of the
surveyed tract as shown hereon. Said drain has a State Statutory Easement associated with it which is 75
feet on each side as measured from the top of bank of the open drain as shown per IAC 36- 9- 27 -33.
PERMANENT BENCHMARK
U.S.G.S No. 201 of Line 116 as of 1935 0.8 miles North along the
Chicago, Indianapolis & Louisville Railway (Monon & now abandoned)
from the station at Carmel, Hamilton County, 31 yards South of
milepost B 167, 87 yards of the east rail, and 1 yard West of the
fence line. A state survey standard disk, stamped "201 " and set in
the top of a concrete post level with the ground.
South of U.S. Highway No. 31 bridge over the tract, 7 yards East
ELEVATION = 829.532 (NGVD — 1929)
TEMPORARY BENCHMARK
Cut " +" on the south %southwest bonnet hex nut
of the fire hydrant located 30 feet North of the
north property line and 25 feet West of the
centerline of Rangeline Road.
ELEVATION = 811.14 (NGVD - 1929)
PREPARED B Y.-
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46280
TELEPHONE.- (377) 846 -6677
DATE: DECEMBER 76, 20051
PREPARED FOR
DRESS HOMES
6650 TELECOM DRIVE, SUITE 200
I IN 46278
TELEPHONE : 317-347-7300
FAX: 377— 39 7— 7378
CONTACT PERSON.- JOHN TALBOT
EXISTING ZONING — R2
TOTAL ACREAGE: 9 AC.
NEEENNWWEN� -
D. &U.E. DRAINAGE AND UTILITY EASEMENT
V.W.
VARIABLE WIDTH EASEMENT
S. E.
SANITARY SEWER EASEMENT
S.S.P.
SANITARY SEWER PIPE
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EASEMENT
ASPH
ASPHALT .
SCALE: 1 " = 50'
0 25 50 100
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PROPOSED ZONING: Village Green PUD
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AREA MAP NOT TO SCALE
* PROJECT LOCATION
UFFICIAL 'THOROUGHFARE PLAN
FOR MARION COUNTY, INDIANA
SOILS TYPE LEGEND NOT TO SCALE
Br BROOKSTON SILTY CLAY LOAM
CrA CROSBY SILT LOAM, 0 TO 2 o SLOPES
MmB2 MIAMI SILT LOAM, 2 TO h PERCENT SLOPES, ERODED � PROJECT LOCATION
Sh SHOALS SILT LOAM
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Quitclaim Easement
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Instr. 1999-9967352
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EROSION CONTROL NOTES:
O.B. Surveyed Tract
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
per lr,str. 92 -4217. I ; -- 7?N SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
N1 �r. / �ncr, ED IN THE EVENT THIS HAPPEN
.' ....... /... 1, ,� � f �. CONSULTED S.
T t f f- 1 �� � � + :: r
h�oret,caf Spirt ; f. > '+ 5:,� , .,i. r 16" - 2 STONE
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o r s---_ } s-- �.......: EXCESS O F 20 DAYS . ';4 "yry i O e �w Roa _ --- Gs -- -�, G... -- ,_ - - -- TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED IN
�.- -�s- i _.:.. -- �..:.. _- _.. - -- �r��r� \i��,�� \ \� �.�; ,.� FILTER FABRIC
',L01. 7L1 ., � ___ -T_- � _..._...... US ._ . -Fs .._ .... _ , ... .... ........ ... -_ _ ..... _ . -. -___ a__ - - - -.. �_ -_ - - -- t __ ___ -- -- - -- - - -` - Vii, \ / i \� \
-tTs- - - -- - -- i /� / / / /
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- - - -- - -_- -- ` - - F. -- -�5 X5O C 0 N STR U CTI 0 N
North I& ,E 4 ___ YPI «_ -_ -- - - - - -- PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
o- - -- - -- --
N W
AT RWEST - -TO -- _ -- --
�XT-E D ANT -RANG
- - - - -.- �s3��� °' �r _ X5.8 �__ - - -- -- - == -- - -
I
- UNDER FILTER FABRIC
ElT1 N 0
-- - - - --
- - - - -- RESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
-.OF . _8" SSP -- -- - -- -.. - P
• T
. T
fJ _
:
1 V
1 PARKIN S A , C O N STR U CTI O N ENTRANCE
ALL SEDIMENT CAPTURIN
G MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE.
IPS 1
' ION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS
::.:.. - I ALL EROS
✓ TO BE A TEMPORARY ACCESS PATH (NO SCALE)
P
P
a „ IPS SQ w; . 9.�'
- -
:.
;
-
r••� ° - - IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, .
ER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
' ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
::.PATH
8 ASPH . .
I I AFTER INSPECT HESTORM EVENT OR HEAVY USE.
-- I S WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING
w 1 B S L �. y 1 DURING DRY WEATHER, KEEP LAWN 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL
- NECESSARY WEEDING
CD
"' R CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECE 3. TOPDRESS WITH CLEAN STONE AS NEEDED.
a
15 D, &U E 15 S. INTERVALS AS MAY B REQ IRED A DI ASONAL CONDITION AN 0
2., _ - I SHED ON TG
L �
E U CCOR NG TO SE D/ V G/)
_ _ UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. BRUSHING OR SWEEPING FLUSHING SHOULD ONLY BE
` 30 B C� v� .. >�, ! I 1 PUBLIC BYEMO
VE MUD AND S IM N El�� :
°� �O �; i BASIN.
.. :: AP OR
0' RO'N ; � --�
USED F THE WA I CONVEYED ED IN ASE I
5 0 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
0O IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND /OR OWNER.
. , THE
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�' °'� `f'- �' 49 L I IT SHALL BE THE CONTRACTOR'S AND /OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON
CONSTRUCTION ACTIVITIES) FROM BEING
% % % m
• N �`? - I �! WITH "RULE 5" 327 IAC 15 -5 CONSTRUCTION ACTIVITY LAND DESCRIPTION
OMMON ARE W ^� I �, I DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS /DITCHES IN STRICT COMPLIANCE
TREE c� N CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE
CONSERVATION
STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE C /
° - LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL Township eighteen
A part of the east half he northeast quarter of section twenty-five p g
- � AREA ;•. -.. �y � o. . , ..48 �, : �, pa of t u i
• MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY..
:... - o . o
CD N I (18) North, Range three (3) East, described as follows:
A _ I
o
v; 4 i i FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
N - BEGIN at the northwest corner of the east half of the northeast quarter of said section 25, run
,
•
:
►� > > 1 ! south on the west Tine of said east half 847 feet to a stone marked T, thence east on line
- N - L parallel with the north line of said quarter section 43.93 feet to the west right
line of
.. 4
q
TI he Louisville New Alban and Chicago Railroad (Monon); thence northwester) alon sad
SEC ON A CONSTRUCTION t y g Y g
Approximate limits .of: Flood ao I j N IN X - THE INDEX IS AS FOLLOWS.
Hazard_ Zbne AE as scaled
-� o rl -of-way line 847.3 feet to the intersection of the north line of said quarter section; thence
11 x17 PLAT REDUCTION OF STORMWATER POLLUTION PREVENTION PLAN TO BE SUBMITTED WITH FULL SIZE PLAN)
e north line of said quarter section 456.8 feet to the lace of be Innis .
from FLOOD ``INSURANCE RATE
THE along t q P 9 g
A3 PROJECT NARRATIVE - THIS IS A PROPOSED RESIDENTIAL MULTI FAMILY DEVELOPMENT ON APPROXIMATELY 9.0 ACRES. >-HE CONSTRUCTION SHALL CONSIST
{ Containing 9.00 acres, more or less in Clay Township of Hamilton County, Indiana.
MAP N ER 180570007 F
SEWERS AND DETENTION PONDS. g
-�
for am'it n Count , Indiana, _ F CURB, A DRIVE, E RS, AND SANITARY County, ; , _ C501
0 ASPHALT DRI ENCLOSED
0 - �v, 45 I A4 VICINITY MAP SEE BOTTOM RIGHT OF STORMWATER POLLUTION PREVENTION PLAN, SHEET
¢JY':' •ssued b t e Federal a� oI . ,�
' L ! W86007'51" b•ect to terms and provisions of a quitclaim deed Landscape Easement and Covenants dated
- r I i A5 LEGAL DESCRIPTION -SEE UPPER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET 0501, CAT: N 39 59 06 LONG: Su q
5 0o Emergency Management
P P
�' tea- I IMPROVEMENTS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. November 12 1999 and recorded November 18 1999 as Instrument No. 1999- 9967352.
the \National Hood ��.:t �_o I� OS ,
N Agency for •�� A6 LOCATION OF ALL LOTS AND PROPOSED SITE
ra?�, effectrve M 3 �� I A7 HYDROLOGIC UNIT CODE (14 DIGIT) - 05120201090030
Insurance Prog 44
'tr. w
- T APPLICABLE
r-- :_, February 19, 2003. �' •` N � = - I A8 NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS N 0 * * *,�
Q _ ct to the lle and orro Leg I I pe ) a I cut through the
� Subje Fo tt M w a Fegu ated o n dr in which s h
60 �` �� , ITE SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C501. .
( A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES S
. , surveyed on. Said drain has a State Statutory Easement
REGULATED OPEN DRAINAGE center of the urveye tract as shown here
Al CATION AND NAME OF WETLANDS LAKES AND WATER COURSES ON AND ADJACENT TO SITE - FOLLETT FoLLETT MORROW LEGAL R Y
0
0 LO
:75.00'
�o. 4 H associated with it which is 75 feet on each side as measured from the top of bank of the open
o� PG
0
:
-� - -
_ & MORROW LEGAL
-
�- _ - ► RS TO WET DETENTION PONDS THEN TO THE FOLLETT 7-
DITCH AN L
' �. -�� _ � M .. I I ATI N OF ALL RECEIVING WATERS CITY OF CARMEL STORM SEWED drain as shown per IAC 36 9 2 33.
� � ._ _ \ � � I I A11 IDENTIF C 0 P
\ ,L i REGULATED OPEN DRAINAGE DITCH AND EVENTUALLY COOL CREEK - GRASSY BRANCH /LITTLE COOL CREEK DITCH
:
\ 42
OF 12
RCS i ... Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - ONSITE DETENTION PONDS.
25 °y \ Q�-�+ ! I� ! OODPLAINS FLOODWAYS AND FLOODWAY FRINGES - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501.
COMMON AREA ... :.:. A13 100 YEAR
9 \ I A14 PRE - CONSTRUCTION AND POST - CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE, Q10 POST
o 41 I ` •-- A15 ADJACENT LANDUSE INCLUDING UPSTREAM WATERSHED - RESIDENTIAL
0 9 - A16 CONSTRUCTION LIMITS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEETS C501.
y I
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UT
- - _ A17 A
IDENTIFICATION OF EXISTING VEGETATIVE COVER GRASS/TREES
SS /TREES
o ..:
Al 8 SOILS MAP W SOIL DESCRIPTIONS AND LIMITATIONS - SEE LOWER LEFT CORNER OF STORMWATER POLLUTION PREVENTION PLAN, SHEET C501.
'`:: \ o �" N. ► I o OF PROPOSED STORMWATER SYSTEMS - SEE STORMWATER POLLUTION PREVENTION PLAN SHEET C501.
A19 LOCATIONS, SIZE & DIMENSIONS
o A20 PLANS FOR OFF
NOT APPLICABLE
-SITE CONSTRUCTION ACTIVI
40 i i j - RMWATER POLLUTION PREVENTION PLAN SHEET 0501.
A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND /OR BORROW /DISPOSAL AREAS SEE STO ,
LAKE
A22 EXISTING SITE TOPOGRAPHY - SEE STORMWATER POLLUTION PREVENTION PLAN C501.
�� ~ ! A23 PROPOSED FINAL TOPOGRAPHY -SEE STORMWATER POLLUTION PREVENTION PLAN, C501.
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SECTION B - STORMWATER POLLUTION PREVENTION PLAN - CONSTRUCTION PHASE
j 00 B1 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE
O ` .- FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND
w
2 \ I 3'7
Cn ! PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH
it \
120' `; I I SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN
\. N
L o w I:,
\ . ::
-
THE STORM SYSTEM.
-: : - N � qj I j
TREE 3 0 LO 0 3 ,� ; B2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND DISTURBING ACTIVITIES -
�� N \ I
- 1. BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES.
CONSERVATION
CD
\ 2. CONSTRUCTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG 136TH STREET ENTRANCE. „
AREA z SCALE: 1 = 50
�}
`: r;
L 3. INSTALL PERIMETER BMP'S SUCH AS SILT FENCING.
- DING FINISH GRADE AND SEED BASINS, SLOPES, SWALES AND MOUNDS. TEMPORARY SEED ALL DISTURBED AREAS.
50 OW
.. I OIL, B
4 EARTHWORK STRIP TOPS BEGIN ROUGH GRADING.
RELOCATE 30' e y - INSTALL SANITARY SEWER LATERALS AND APPURTNANCES.
5. SANIT ARY SEWER
,� I j j 6. STORM SEWER - INSTALL STORM SEWERS SYSTEM AND INLET PROTECTION AS STORM INLETS ARE COMPLETED.
REGULATED RAIN 1 N 0 25 50 10C�
7 UTILITIES - COORDINATE INSTALLATION ER, GAS, TELEPHONE, ELECTRIC AND OTHER REQUIRED UTILITY LINES.
I _
,
Q
�,- �, I i AT N STAL TI O N 0 F WATER,
L- - STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED.
o CLEANUP CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADED AND S
8 FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PEMANENTLY SEED ALL PROPERTY PERIMETER AREAS.
C)
i
y y - ONE, BASE COURSES AND FINISHED GRACES FOR ROADWAYS, CURBS AND ENTRY DRIVES.
\ PAVEMENT
SEED ALL DISTURBED AREAS.
1
12 FINAL - GRADE AND INSTALL LANDSCAPING.
11 TEMPORARY
I LANDSCAPING FINAL
-
E
(D 13. FINAL SEEDING - COMPLETE FINAL SEEDING.
ARE PERMANENTLY ST BLIZED
• � � � - I ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS E
` - -•• .:.: �. � � 14. MAINTENANCE MAINTAIN
6
c.� - TROT PLAN AND SEE DETAIL IN LOWER LEFT CORNER OF PLAN
- \ SEE EROSION CON
:
. � > B3 CONSTRUCTION ENTRANCE
co B4 SEDIMENT CONTROL PLAN FOR SHEET FL01►W AREAS - SEE EROSION CONTROL PLAN
0
Blankets Straw bales eve 100 have been shown on the plans
,� � � B5 SEDIMENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - Erosion Control w/ every
Q I ��,
�::. :. � >, - EROSION CONTROL PLAN LEGEND
LL
! B6 STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECS SEE EROS 0
° B7 RUNOFF CONTROL MEASURES - SILT FENCE AND BLANKET - SEE PLAN LOCATION
U
G �' y ! CTi -RIP RAP TO BE PLACED AT OUTLET LOCATION TO REDUCE VELOCITY AND EROSION. , �, B8 STORM WATER OUTLET PROTE ON SPECS - SILT FENCE B0�
„�
Approximate limits of Floo 000 �,� \ 8 31 I AND - SEE EROSION CONTROL PLAN
. COMMON AREA �� 7500'
89 GRADE STABILIZATION STRUCTURE LOCATIONS A SPECS
azard Zone AE as S` ealed \ I - SEE EROSION CONTROL PLAN
B10 STORMWATER QUALITY CONSTRUCTION DET
� DAP .... � � � � � � - GRAVELBAG CURB I, LET PROTECTION
from FLOOD INSURANCE..RATE OR - L SOIL PROTECTION CHART
.� SEASONAL A
•- - F•
/001 B11 TEMPORARY SURFACE STABILIZATION METHOD F
MAP NUMBER 18057 0207 \ '.. 98' OF 12'�
/ , RCPT , B12 PERMANENT SURFACE STABILIZATIONS - SEE SEASONAL SOIL PROTECTION CHART - RIP -RAP
N Ham�I on County, Indiana, 9 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN - \
.� issued by °the,, °ederai / TANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA
r, POTENTIAL enc :Management ... / .: . � - 07 -; I
v; g Y \ y 1 HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, W - TEMPORARY SEEDING
A enc� / for the National-° Mood �" � � .i" � '�`• �' W � �' �' �' �' � I I S S
USE PLANT,NG I,HART
m 9 Y..: ; ,
/ - - -. �` • - I IMMEDIATE CLEANUP SHOULD OCCURE.; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO
� 3 .�
y y y �,\ .y
\ y�J � .. � : ; ; IMMEDTAT
Insurance Program effective �► i DUCE
CD W.' REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND RE
Q o0 February 19, 2003 - PERMANENT .SEEDING
POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.
•y
� ..::: -� ..: , •W • ••• USE PLANTIfJG CHART
•- 11 lO '� y� Ij SHALL MEET THE REQUIREMENTS OF IAC 2 -6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. EX. FIRE
14 13 �" \ n �� 2
1 y � P 75.00 �. -•_ !' DEPARTMENT: 317 896 -5236 POLICE DEPARTMENT: 317 896 -5236 - EROSION CONTROL BLANKET
Q-- /
-
ERN SEE STORMWATER QUALITY CONSTRUCTION DETAILS USE STAPLE PATI B14 MONITORING AND GUIDELI NE S FO R EACH S TORMWA TER QUALITY MEASURE
' ` \ 'o NS.1A5.G0 . OsN 7 5 LAIN K E SWALE
/ B15 EROSION & SEDIMENT CONTROL SPECS N/A
P
ES
- (102" OF #2 STONE ONE FILTER FABRIC)
SECTION C STORMWATER POLLUTION PREVENTION PLAN POST - C STR
B.S. 10' D U.E. �\ AN THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - POTENTIAL POLLUTANTS FROM POST- CONSTRUCTION
ry
6 PA KIN
S ACE y { IG - STRAW BALE DAM EE DETA )
U - AR 0
i
F+ Cl DESCRIPTION 0
MAIN � - . �� :: �! ' � �Jr ,� - -j 'r- ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL, OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WE c
,
I• R A ANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE
_ 12
_ r ornte ---
iZ U X - - SILT FENCE
2 SHOUL EXCESS 26 , � CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND /OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. E C
w o pF
N 88'33'34" E y� .
_ FERTiLIZERES AND HERBICIDES SHOULD BE AVOIDED CLEAN UP IMMEDIATELY IF ANY IS SPILLED
,
I
m 198.89 .g +o0 __--�- I - E 0 F FINAL GRADE ON - SWALE
-` PT 8 +17.19 ! I C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
GRASS FILTER STRIPS ARE TO BE INSTALLED AT THE TIME
10 +16.08 y it THE BMP GRASS SWALE LOCATED ON THE NORTH SIDE OF THE PROJECT. RIP -RAP TO BE INSTALLED AT TIME OF SWALE CONSTRUCTION.
-
C3 DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER QUALITY MEASURES
. ....... ..
GRASS SWALES (PERMANENT AND TEMPORARY)
10' B. S.E. :& • _
y L,
r I
- WET DETENTION BASINS W/ R I P RAP INSTALLED AT OUTLET LOCATIONS.
G.
! T i OUTLET CONTROL STRUCTURE INSTALLED TO REDUCE FLOW TO Q10.
- K ATION DIMENSION SPECIFICATION AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY MEASURE -SEE EROSION CONTROL SHEET 0501
25
I
� _ , _ C4 LOC S, ,
- 1��� 23 24 , & C503 FOR LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS FOR WATER QUALITY MEASURES.
' 22 - - � '� �, I '� C5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST CONSTRUCTION STORMWATER QUALITY MEASURES -SEE ATTACHED OPERATIONS AND MAINTAINENCE
ll1 21
o
18 ZO _ I MANUAL.
19
15 16 17
1;52' d- y U' •� v: - L. c:l BROOKSTON SILTY CLAY LOAM -
O .:
1. THIS SOIL IS DARK GREYISH BROWN, SILTY IN TEXTURE. IT IS DEEP AND VERY POORLY DRAINED
WITH MODERATE PERMEABILITY
I
MATTER CONTENT. IT HAS COMPACT ATILL ISTAR STARTING ATEAWDEPTHFOF 40 TO 600 N HES D THE MOARN SOIL
-4,
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FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH
POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE PERMEABILITY AND PONDED
SURFACE WATER.
2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS.
OLDFIELDS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL
AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS
WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL BiJILDINGS WILL BE OF
LARGE SLAB TYPE CONSTRUCTION, BASEMENTS SHOULD BE AVOIDED. IN CASES WHERE A HIGH WATER
TABLE IS PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE
SUB -BASE, THE BASE MATERIAL WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL
SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.
CROSBY SILT LOAM, 0 -3 PERCENT SLOPES-
1. THIS SOIL IS DARK GRAYISH BROWN SILT LOAM ABOUT 8" THICK, SILTY IN TEXTURE AND ON
LOCATED ON SLIGHT RISES ON BROAD, UNDULATING TILL PLAINS. IT IS DEEP AND SOMEWHAT POORLY
DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM
ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT .A DEPTH BETWEEN 20 -40
INCHES. THE MAIN SOIL FEATURE THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH
WATER TABLE, MODERATE SHRINK SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW
PERMEABILITY.
2. BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS FOLLOWS
OLDFIELDS, BEING A MULTI FAMILY DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL
AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE APPLICABLE ORDINANCE. SPECIAL CONSIDERATIONS
WILL HAVE TO BE IMPLEMENTED TO REDUCE FAILURE OF CONSTRUCTION. ALL. BUILDINGS WILL BE OF
LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS PRESENT SPECIAL
NOTEFOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE ADEQUATE SUB -BASE, THE BASE MATERIAL
WILL BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. ALL SANITARY SEWERS SHALL BE
THIS PLAN INDICATES EROSION CONTROL MEASURES PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.
REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED
HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR 1. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE
POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, AND
MEASURES REQUIRED UNTIL PROPER-FY TURNED OVER LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION- THIS SOIL_ IS SUITABLE FOR BUILDING
SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATE
FOR DEVELOPMENT. C 00 R D I NATE WITH SOIL LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF
THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO
CONSERVATION DISTRICT REPRESENTATIVE FOR ANY BE STRENGTHENED WITH SUITABLE MATERIAL.
OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS.
191
5
4
3
WARNING
THIS PLAN TO BE USED FOR
EROSION CONTROL PURPOSES ONLY.
ADDITIONAL EROSION CONTROL
MEASURES MAY BE REQUIRED IN
THE FIELD BY THE INSPECTOR.
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10 1 9
SECTION 1 - EMERGENCY RESPONSE NUMBERS
EMERGENCY RESPONSE TO ANY LIFE THREATENING PROBLEM 911
CARMEL FIRE DEPARTMENT 91 1
CARMEL POLICE DEPARTMENT 911
INDIANA DEPARTMENT OF NATURAL RESOURCES 812 - 477 -8773
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317- 233 -7745
CARMEL COUNTY SOIL AND WATER 317- 773 -1406
SECTION 2 - MALERLAL HANDLING AND SPILL PREVENTION PLAN
8 6 I
312 IAC 16 -5 -23 Spill reporting
Authority: IC 14 -37 -3
Affected: IC 14 -37
Section 23
(a) An owner or operator shall report all spills of oil or saltwater as required by
Table No. 1 below:
TAB LE 1
SPILL REPORTING REQUIREMENTS
IN Dept. of IN Dept. of
Size and Location of the Spill Natural Resources nv.
Management
More than 2000 gallons of oil or salt- Not more than 48 hrs
water that is contained in a secondary after discovery of spill
SECTION 2
Material Handling and Spill Prevention Plan:
In order to minimize the release of potential pollutants during construction the Contractors shall implement this material handling and spill prevention
plan. The Contractor shall review this plan with all subcontractors and require that they implement the plan as well.
1. Construction Equipment
a. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should Ite done in one location, as designated by the
general contractor, or developer /owner, so that spills are limited to one location on the site, which will facilitate the cleanup of spills. If an
onsite- fueling tank is planned to be on site, it shall be double walled and stored in this designed area. This location is an area that will not allow
spilled fluids to migrate into subsurface soils. In the event of a spill, the fluid shall immediately be cleaned up by remo\ ,,ng the contaminated soil
or stone, which shall be disposed of in an acceptable manner. Spills on hard surfaces shall be soaked up by an acceptable material such as Oil
Dry and the absorbent material disposed of in a proper manner. The spill shall also be reported immediately to the Contractor's Superintendent.
b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done
offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to
the maintenance and fueling area if possible. Otherwise, suitable on site containers should be placed under the equipment during repair to catch any
spilled fluids and these fluids should be disposed of in a proper manner.
c. All reusable fluid containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be
removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable container, such as
grease tubes and lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on
the ground or in the open on the construction site.
2. Construction Materials and their Packaging
a. Erosion control measure shown on the subject project shall be implemented prior to and during construction in the proper sequencing to
minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere on the plans. Excessive dusting of soil on the site
shall be minimized by reducing construction traffic across bare soil during dry and /or windy weather, and by applying water or other acceptable dust
control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control
measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any
areas disturbed by these operations shall be properly revegotated.
b. Large waste materials created by cutting, sawing, drilling, or other operations shall be properly disposed of in suitable waste containers. The
site shall be checked at the end of the day, as a minimum, and all waste materials, including those blown across or off the site by wind shall be
picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one
spot in an area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal.
Packaging used to transport materials to the site for construction of the facility shall be disposed of properly, weather the material is taken out of
its package and
incorporated into the project immediately or stored onsite for future use. Packaged
materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly.
c. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags
such as Dandy Dirt Bags. The use of these types of dewatering devices will remove large quantities of silt, sediment, and dirt and prevent these
materials to enter the storm sewer system.
d. If the use of lime is used to stabilize the soil of the site then all construction equipment used shall be cleaned of all excess material with
water in the maintenance and refueling area as shown within these plans.
e. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay strict attention
to the products recommended usage.
3. Concrete Waste Water
a. All concrete wastewater shall be disposed of in the designed area as directed by the general contractor or developer /owner. This area is to be
a 3' deep, 10' square pit as detailed on the Erosion Control Plan. This area shall be inspected on a daily basis at a minimum. When this area
becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in proper manner.
4. Paint Products
a. All excess paint and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances
will paint or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers or detention basins. Any violation of this shall
be reported to the job superintendent.
In the event of accidentally contamination all efforts should be made to remove contaminants in an appropriate manner. The Carmel Fire Department
should be contacted immediately to determine if further measures are needed.
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 EXCESSIVE QUANTITIES OF SMALL STONE /GRAVEL, BRUSH AND OTHER LITER.
4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CGI11TROL STRUCTURES.
5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS.
6) HAVE TOPSOIL TESTED TO CHECK PH 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 SEMI -DRY
CONDITION IN TWO 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).
1 1) COVER SEED TO A DEPTH OF 1/" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HAY MULCH AT A RATE OF 1 TO 1 1/ TONS
PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH.
12) HYDROSEEDING 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.
10 9 8
containment structure approved by the
C
Dept. of Natural Resources
More than 1000 gallons of oil or salt-
Not more
water that is not contained in a secondary
than 2 hours
containment structure approved by the
after discovery
Dept. of Natural Resources
of spill
Less than 1000 gallons but more than 42
Not more than 48 hours
gallons of oil or saltwater that is not
after the spill
contained in a secondary containment
structure approved by the Dept. of
Natural Resources but is contained within
B
the boundary of the facility.
More than 55 gallons of oil that is not
Not more
contained within the boundary of the
than 2 hours
facility.
after
discovery of
spill
Less than 55 gallons of oil or salt- Not more than 48 hours
water that is not contained within after the discovery of
the boundary of a facility the spill
Any spill of oil or saltwater that Not more
enters waters of the State. than 2 hours
after
discovery of
spill.
Any spill of oil or saltwater: Not more
than 2 hours
(1) that has not been cleaned up after
discovery of
spill.
in accordance with section 24
of this rule; or
(2) for which cleanup has not been
started in accordance with
Section 24 of this rule.
Any spill of less than 42 gallons of No report required.
oil or saltwater that does not enter
waters of the State.
(b) Spills required by Table 1 to be reported to the Indiana Department of Natural
Resources must be reported to the Evansville Field Office by telephone at
(812)- 477 -8773, or by facsimile at (812)- 477 -8952.
(c) Spills required by Table 1 to be reported to the Indiana Department of
Environmental Management must be reported to the Office of Environmental Response at
(317)- 233 -7745 or (888) -233 -7745 (toll free in Indiana).
(d) Each report of a : pill must include all of the following information.
1. The name, address, and telephone number of the person making the report.
2. The name, address, and telephone number of a contact person, if different
than the person making the report.
3. The location of the spill, including lease name, township, range and section.
4. The time of the spill.
5. The identification of the substance spilled.
6. The approximate quantity of the substance that has been spilled or may be
spilled.
7. The duration of the spill.
8. The source of the spill.
9. The name and location of waters damaged.
10. The identity of any response organization responding to the spill.
11. What measures have been or will be undertaken to perform a spill response.
12. Any other information that may be significant to the response action.
I/ ' I2 /.��; '6 -r -23; 3.'3' P11,.• 24.•
I 2 79)
312 IAC 16 -5 -24 Spill Cleanup
Authority: IC 14 -37 -3
Affected: IC 14 -37
Section 24
(a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or
saltwater as required by this section.
(b) Oil or fluid contaminated with oil that is confined within a secondary containment
structure or collected as required by Section 22 of this rule must be:
1. remove within seventy -two (72) hours;
2. placed in a non -- (leaking storage tank; and
3. managed or disposed of in accordance with Section 27(a) of this rule.
(c) Saltwater that is confined within a secondary containment structure or collected
as required by Section 22 of this rule must be:
1. removed within seventy -two (72) hours;
2. placed in a non - leaking storage tank; and
3. disposed of in accordance with Section 27(b) of this rule.
(d) Fluid placed in a non - leaking storage tank under subsection (b) or subsection (c)
must be disposed of in accordance with Section 27 or this rule with in thirty (30) days
after discovery of the spill unless additional time is approved by the division.
(e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as
follows:
1. Soils that meet the conditions for remediation in Section 25(c) of this rule
may be:
a. remediate at the facility as required by Section 25 of this rule
b. applied to lease roads in accordance with Section 27(0)(1) of this rule; or
c. excavated and disposed of as required by Section 27(d) of this rule.
2. Soils that do not meet the conditions for remediation in Section 25(c) of this
rule must be excavated and disposed of as required by Section 27(e) of this rule.
(f) Soils contaminated with saltwater must be cleaned up as required by Section 26
of this rule.
(g) Soils contaminated with oil that will be remediate under Section 25 of this rule
must be managed to prevent discharge of oil to unaffected soil or waters of the State.
(No turo/ R-sourc :,s �vrr�rr�i�si��r;; 3 %�' 1A G "b- -24; filed Seat. 11, 2000, ' Plvf.• 24
lR 280)
7 I 6
5
EROSION CONTROL SEEDING LIMITS
VARIABLE VARIABLE
VARIABLE VARIABLE
ONAPLANS
S SHOWN
- I - --
�OpE - -,
I� - - -I I -- -
i
DRAINAGE SWALE SECTION
(NO SCALE)
16" - #2 %�!� STONE
�! �� %��% FILTER FABRIC
.�
SMOOTH FOUNDATION
UNDER FILTER FABRIC
CONSTRUCTION ENTRANCE
TO BE A TEMPORARY ACCESS PATH (NO SCALE)
MAINTENANCE:
1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND
AFTER EACH STORM EVENT OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO
PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE
USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
5
3
10'
-- -{
_ r
o
Q
PLAN
RIP -RAP ON
FILTER FABRIC
10'
r
RIP -RAP ON
FILTER FABRIC
SIDE
CONTROL
OUTLET EROSION
EROSION CONTROL SEEDING LIMITS
(NO SCALE)
RUNOFF
RUNOFF
GRAVELBAG CURB INLET PROTECTION
(FOR INLETS THAT ARE IN LOW POINTS)
MAINTENANCE-
1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.
2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET
GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS.
3. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH
CONTENTS INTO A NEW BAG.
4. REMOVE SEDIMENT WHEN HEIGHT REACHES THE TOP OF THE BAG.
5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE BAG AND SEDIMENT,
BRINGING DISTURBED AREA TO GRADE AND STABILIZE IT.
12" FILTREXX
FILTER SOCK
x •x (WWW.FILTREXX.COM)
1 ; BERM
STAKE (TYP.)
10',
MIN. SECTION LINE
x
x / 10 MIL. PLASTIC
LINING TO EXTEND
• TO FILTREXX FILTER
LATH & FLAGGING PLAN SOCK
ON ALL SIDES
10 MIL. PLASTIC STAKE (TYP.)
LINING 12" FILTREXX
��FILTER SOCK
3' SECTION
"Ift4III
BERM
NOTES:
1. 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. CONCRETE WASHOUT
TYPE "BELOW GRADE" NOT TO SCALE
3/8" TREATED PLYWOOD 48 "x24"
PAINTED WHITE
BLACK LETTER 6" HEIGHT
LAG
SCREWS
WOOD POST 3"x3 °x8'
_11ul,
CONCRETE WASHOUT SIGN
NOT TO SCALE
C/L SWALE
1 1/3 11/3 s� +1/3 I STRAW BALES BURIED 3'
3' - #4 REBAR STAKE
MAINTENANCE•
1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT.
2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO
UNDERMINE ENTRENCHED BALES.
3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY,
4, AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND
SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
STRAW BALE PLACEMENT # 1
FOR EROSION CONTROL
(NO SCALE)
4 I �
(NO SCALE)
POST 2 "X2" WOOD
OR 1.33 LBS /FOOT
STEEL 5' MAX. SPACING
NONWOVEN FILTER
FABRIC - SECURE TO--,,,,,
POSTS WITH 2" LATH
4 "X4" TRENCH TO
BE BACKFILLED
AND COMPACTED I
UPSLOPE
DOWN -
SLOPE
- E-11 I
�:I I I-
1 =1 I I-
� z
N
M
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 STABILIZED, REMOVE FENCE AND SEDIMENT,
BRING DISTURBED AREA TO GRADE AND STABILIZE IT.
SILT FENCE SECTION,
(NO SCALE)
CONTRACTORS NOTE:
EVALUATE MATERIAL VS. PROVIDING
NEW AS SHOWN ON LANDSCAPE PLAN.
1"X2" HARDWOOD
CROSSBRACING
2 "X2 "X36" HARDWOOD
STAKES WITH POINTED
END - AT 5' O.C.
1 /2 "X2 "X24" WOOD
LATH AT EACH STAKE
OVER FABRIC
36" WIDE NONWOVEN
CATCH BASIN/ POLYPROPYLENE FABRIC
DRAINAGE REFER TO SILT FENCE
STRUCTURE SECTION FOR EMBEDMENT
DETAIL
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 STABILIZED, REMOVE FENCE
AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE
AND STABILIZE IT.
SILT FENCE INLET
PROTECTION DETAIL
(NO SCALE)
STABILIZATION
PRACTICE. JAN. FEB. MAR. APR. MAY JUNEJULYAUG, SEPTOCT, NOV. DEC.
PERMANENT A
SEEDING D
DORMANT B B--
SEEDING c:
TEMPORARY C D
SEEDING E
SODDING
D
MULCHING G
A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS EO LBS /ACRE.
B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL REGRESS 30 LBS /ACRE.
C = SPRING OATS 3 BUSHEL /ACRE.
D = WHEAT OR RYE 2 BUSHEL /ACRE.
E = ANNUAL REGRESS 40 LBS /ACRE, (1 LB /1000 SO. FT.)
F = SOD
G = STRAW MULCH 2 TONS /ACRE.
* /I /)K IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER.
)K)K IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD,
SEASONAL SOIL PROTECTION CHART-
GENERAL STAPLE RECOMMENDATIONS
300
275
250
W
Li 225
z 200
_ 175
150
z
w 125
__J
Li 100
o 75
Cn 50
25
J•
6'
3'
A
X 2'
4' 4' X
1 STAPLE PER SQ. 'YD.
4:1 3:1 2:1 1:1 CHANNEL 3'
SLOPE GRADIENT LINING 4' X X
3'
ADDITIONAL STAPLES AS REQUIRED C
6' X X
�\ 1.5' 3' 1.5'
X STAPLE PER SO. YD.
� x
® ® B
X
X X
CHANNEL LININGS UTILIZE STAPLE PATTERN 1 112 STAPLE PER SO. `(D.
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
NOTES:
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIiED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
EROSION CONTROL BLANKET
STAPLE PATTERN
(NO SCALE)
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C
B
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A
B
B
J•
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3'
A
X 2'
4' 4' X
1 STAPLE PER SQ. 'YD.
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SLOPE GRADIENT LINING 4' X X
3'
ADDITIONAL STAPLES AS REQUIRED C
6' X X
�\ 1.5' 3' 1.5'
X STAPLE PER SO. YD.
� x
® ® B
X
X X
CHANNEL LININGS UTILIZE STAPLE PATTERN 1 112 STAPLE PER SO. `(D.
"C" WITH ADDITIONAL STAPLES ON SIDE SLOPES.
NOTES:
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS.
STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS
IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIiED.
CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS.
SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR,
THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM.
IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED
FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY.
EROSION CONTROL BLANKET
STAPLE PATTERN
(NO SCALE)
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