HomeMy WebLinkAboutC104 Erosion Control Details1 I 2 I 3
Seedbed Preparotion
Apply lime to raise the pH to the level needed for species being
M seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Applicotion of 150 ibs. of ommonium nitrate on areas low in orga�ic
matter ond fertility wiil greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
• with a harrow, disk or roke operated ocross the slope as much os possible.
Seeding
Select o seed mixture based on projected use of the area (Figure 5-2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
onces are a probiem. such as solt toleronce of seedings od jacent to streets
and highwoys, see Figure 5-4 this sheet before final selection,
L
Mulch Rate
Mulch is to be applied at 2.000 to 3.000 pounds per ccre in areos not
1 in M I h m st be anchored
r i n control b anket u c u usi� a mulch
c vered b e os o
0
9•
Y 9
anchoring tool or farm disk with dull, serroted. straight set blades. or bulldozer
cleats driven up and down slope.
Figure 5-2: Permanent Seed Mixtures
� Species Seeding Rate Suitable pH Site Suitobility+
Ibs/ocre Ibs/1000 well
sq, ft. Droughty Drained Wet
K- - - - - - - - - - - -
Level ond Sloping, Open Areas
1. Tall Fescue 35 .8 5.5-8.3 2 1 2
2. Tall Fescue 25 .6 5.5-8.3 1
Red Clover•• 5 .12
3. Kentucky Bluegross 15 .4 5.5-7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
' 4. Toll Fescue 15 .4 5.8-7.5 2 1 2
� Kentucky Bluegross 25 .6
5. Toll Fescue 35 .8 5.5-8.3 2 1
Emerold Crownvetch•• 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegross 40 .9 5.8-7.5 2 1
' Creeping Red Fescue 40 ,9
7. Perennicl Ryegrass 170 4.0 5.0-7.5 1
(Turf Type)
8. Toll Fescue 170 4.0 5.5-8.3 2 1 2
H • t- Preferred 2- wll Tolerate " Inoculate with speciiic Inoculont.
Temporory Seeding Dates
Wheat or Rye
Oots
Annuol Ryegross
G
Non-Irrigoted'
Irrigated
F Dormont
Seeding+•
Irrigation needed during this period. To control
erosion at times other than in the shaded areas,
use mulch.
+ Late summer seeding dctes may be extended 5 doys
if mulch is applied.
•• Increose seeding application by 50�.
FIGURE 5-3
T�mporory Seedings
E- - - - - - - - - - - -
Kind of Seed 1000 Sq. Ft� Acre Remarks --
Wheaf or Rye 3.5 Ibs. 2 bu. Cover seed 1" to
• • 1 1/2" deep
Spring Oots 2.3 Ibs. 3 bu. Cover seed 1" deep
Annuol ryegrass 1 Ib. 40 Ibs. Cover seed 1/4"deep•
• Not necessary where mulch is applied.
D
C
�
A
W�
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p c 0 O
SOIL o�� Po g . E 8 x Salt
CONDITION „ � �'�' 'a o«« s � � .� P$ Toleronce
� g� o 0
Wet or Dry � a i3 �� a �° z�_ � a � i W� Ge�. Soil pra
Creeping Red Fescue 2 � 2 � � � Med.
Festuca rubra 1 20-25 12-18 7-21 S
Kentucky Bluegross 2 � 2 � � � Med. � 25-35 12-18 10-20
Poo pretinsis MT
Toll Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5-14
Festuca L arundinacea T
Perennial ryegrass 2 1 2 - 1 2 Med 2 15-20 12-18 5-10 MT
Lolium perenne High
Crownvetch - 1 1 2 - Low 1 5-10 24 14-21 T
Coronillo varia
Red Clover - 1 - 2 - - Med 1 7-10 18 5-10 S S
Trifolium protense
Ranking: Salt Toleronce (to both soil salts & sproy):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
. FIGURE 5-4
1 I 2 I 3 I 4
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1:1 xt 2.1 t:t p� PRO�EChD IIU1iER llE
SLOPE CRADIENT LMIG
STAPIE PAilERNS APPLY TO QL Npt1H AIERICAN
ER090N CONIROL BIANfE1S STAPLE PAiIERNS WY 1MRY
OEPEIDMIi t�p7 5a iYPE AID AYERACE NWAL RNFALL
AT SLaPE lENG1HS CREAIER 1WW J00 FEET OR �ERE
oa� ova� u�ac� �,�s a or�chu a+m n+e
BIANfEI$, STAPLE PATIERN 'C SFIq1D � U11JZE0.
11E EDCES OF AE BIAtOfET 91011D OK SI�E APPl1CA10115, lE WP OF
BE �lT1ED AIi11NST EACH OAfR. 7►E 1E �AN�T SlI01tD �'SWT�D W
EDCES Oi 7Fi 50C125 5?IOIAD � ABO'YE 11E BREMI � 1E SI�E pt AT
OVERIAPPED 2�. ��M. SiAPIED N PIALE �DI
s��s �' �w�r a x ew a� n�
�� eu�r. _
3 �
1FE BLANKET 9101�D NOT BE
s�ra�u euT eua+�o ro ur '
�aosar ort nf sa su�� m
ACF�VE W1XWM B.MrfET 70 SOL
CONTACT.
raou Bue�E�s �
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eu►x�� s+oufl e� o�n�ra�o
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N Hql VEIOpTY CFWIEL APPLICAIIW$ �.�--
a�a ao�s sauo � Esr�o �� .
�nr �s -�o'. nE ao�s sE+aw e� '
� IpE 8Y 6' � Ir1H liE BLAlKET
STAPIED W liE BOTTOM OF 1FE SLOT.
11EH BALxFiIED 1YD SEEDED.
EROSION BLANKET INSTALLATION
SILT FENCE
Silt Fence shall be o mochine produced, non-woven geotextile of 1007L
polypropyle�e meeting the physical properties below.
All stokes shall be 2� X 2" hardwood 36" tall with 24' tall loth stopled
to stokes over fabric as reinforcement.
All silt fence shall be prefobricated by the supplier. No �eld ossembly
will be accepted.
Fobric Weight ........................................................... 4 oz/syd
Grab Strength .......................................................... Worp 125 Ibs.
Elongation................................................................ Worp 50 7G
Trapezoidal Tear Strength ....................................... 50 Ibs.
Burst Strength ......................................................... 200 psi
UV Resistance .......................................................... > 70 7G
A. 0. S .................... ...................................... .. ...... ....... 50- 80
Slurry Flow Rate ...................................................... 225 9Pm/sQ. ft
Sediment Retention ................................................. 75 X
5ilt Fence Material Stokes O 5' O.C.
Fence Post -� � F�-�-�
Ground Surfoce
Fence Post Should Silt Fence Meteriol Should
be Buried t' Below be Buried 6' Below Ground
Ground Surfoce Surfoce.
SILT FENCE DETAIL
N TS
8 I 9
/ �1
/ 3
SEEDING �`/ j�.
�
� a'
6" MIN. TURN DOWN
� IP =-
/ �EROSION CONTROL BLANKET
/ (NORTH AMERICAN GREEN
/ p - S-75 OR EQUAL)
� ? EXISTING GRADE
/ � �
EROSI N
0 CONTROL
MATTING DETAIL
2 stokes (typ)-��
per bale
Plan
. (�.t.s.)
bindings to be
placed parallel
to ground ,,,, ,,,,,
��7
W
straw bale
- stake (typ)
�--straw bale
�„�
% � ��6,�
�3"-6"undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
CROSSBARS
D[CLII\I� I\II �T AD
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11
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- 24�
� �
W UI LATHS
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SILT FENCE MATERIAL � �� SILT FENCE EXTENDS
� � \ � �- 6" BELOW FINISHED GRADE
� �
�W�
NOTE:
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREA55EMBLED BY SUPPLIER.
INLET PRO�TECTION - SILT FENCE
6" HIGH, 12" WIDE GEOTECTILE FABRIC
FlLLED WIiH No. 2 STONE. (FABRIC-NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL) �
*- SEE CHART FOR MAINTENANCE REQUIREMENTS
5 6 7 8
RUN OFF��
R�
PAVED AREA INIET
PAVED AREA INLET SEDIMENT BARRIER
NO SCALE
�7
�' �, �2' wo� c�o�cne F�e�c
�o wn� No.2 sTa+�. (F�erec-wffc
JNr SLi FEN(� FIIBRIC OR APPR4IED EQUAL)
OIE FODT 011ERLM
ONTO 1HE Q1R8 �
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PUBLIC ROAD ••°-°.°•°.°
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6" (MIN) `:; '�•°•�;.•`;'•`'°-
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2"-3" COARSE ''::;: ; ' 12' (MIN)
. AGGREGATE ��
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY I�IPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTIDN �
ENTRANCE DETAIL
EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND `RULE 5� DATA
Project: Residence Inn
Noture and Purpose: Hotel
Esfimoted Start: �larch 1, 2000
Esfunated Completion of S�te Development: �larch t� 2001
• Floodplains, Floodway Fringes, Floodway� None
Lakes. Sireams� Channels, Ditches, Weilands, etc.: None
Existinq Soi Types dc Description (refer to sheet C103 for sois mopj:
CfOSby $I�t �OORI
�liami Silt Loom - 2 to 6 percent slopes
Miomi Slt Loam - 12 to 18 perceni slopes
Receiving Wate�s: White River "
Potentiol Areas Where Stormwoier Moy Enter Gramdwoter: None known
Existing Vegetai'wn: The site is covered with gross, weeds. trees.
Contact Persan:
�1�Ce Wells
REI Invesiments
11711 N. Pennsylvonia St. , Suite 200
Cormel, IN 46032 .
(317) 573-6050
Adjocent land Use:
North - Commercial
South - Commercid
East - Comme�ic�
West - Commerciol
Site Specific Sequence and Additional Notes
The swales should be consiructed ond stobaized as early as pr�tical io prevent
run-off from leavinq the site. E�osion contrd for existing ouilet siructures must
be maintoined. Blonket installotion to be done as sopn as �opes are constructed.
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAN WUNTENANCE REWIREYENTS
1. NJSPECT STRAW BALE DAIAS AFTER EACH STORW EVENT AND PROIIPILY REYOVE ANY
SEDIYENT DEPOSITS TO ENSURE ADEWATE STORAGE VOLUAIE FOR THE� NEXT RAIN,
TAI(ING CARE NOT TO UNDERNINE THE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DIWAGE FRDI�I CONSTRUC110N
AC11N11ES AND REPAIR WYEDIATELY. '
3. AFiER THE CONTRIBUTING DRNNAGE AREA HAS BEEN STABILIIED, REAIOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE
IT.
SILT FENCE YAINIENIWCE RE(�11REYENTS
, 1. WSPECT THE SILT fENCE PERIODICALLY AND Af1ER EACH STORY EVENT.
2. IF FENCE FABRIC iEARS. STARTS TO DECOYP06E, OR W!WY WAY @rC01�1E5
INEfFEC11VE. REPLACE THE AffECTED PORTION WMEDIAIELY.
3. REI�fOVE DEPOSITED SEDIYENT W#N IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSIN6 iHE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING 1HE FENCE DURING CLEAN OUT.
5. AFiER THE CONTRI�JiING DRAINAGE AREA HAS BEEN STABIUZED, RENOVE THE FENCE
AND SEDIYENT DEPOSITS, BRING 1HE DISTURBED AREA TO GRADE, IWD STABIUZE.
TEYPORARY SEDWENT iRAP YAINTENANCE REQUIREI�NTS
1. INSPECT TEIIPORARY SEDII�IENT TRAPS AFTER EACH STORY EVENT AND IYMEDIATELY
REPAIR ANY EROSION AI� PIPWG HOLES
2. RENOVE SEDWEN7 M�1EN IT HAS ACCUYULATED TO ONE-HA�f THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL fACWG � CIOGGED.
4. INSPECT VEGETADON, AND RE-SEED � NECESSARY.
5. CHEpC THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A WNIYUM OF 1.5 FT. DEPTH .
FROM THE LOWEST PqNT OF THE SETTLED EYBANKYENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO I�AWTAIN DESIGN ELEVATION.
6. PROIIPTLY REPLACE ANY DISPLACED RIPRAP, BEWG CAREFUL THAT NO STONES IN THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AF'iER ALL DISTURBED AREAS HAVE BEEN STABIUZED, RE110VE THE STRUCTURE AND
SEDIWENT, SI�IOOTH THE SITE TO BIEND WITH ADJOIWWG AREAS, AND STABIUZE.
1
SANDBAG CURB WLET SEDIAIENT BARRIER YAINIENANCE REQUIREYENTS .
1. WSPECT FREQUENTLY FOR DIWAGE Blf VEHICULAR iRAFFIC, AND REPAU2 If
NECESSARY.
2. WSPECT AFTER EACH STORII EVENT.
3. REWOVE SEDNr1EN1, WTHOUT FLUSHINC, WHEN IT REACHES HALF THE HEiGHT OF THE
BARRIER.
4. DEPOSIT REYOVED SEDII�ENT WHERE IT YNLL NOT ENTER S70RM DRAINS
BLOCK AND GRAVEL CURB INLET PROTECTION I�AWTENANCE REWIREI+IENTS
1. AFTER EACH STORY EVENT, REYOYE iFIE SEDIIIENT AND.REPLACE THE GRAVEI;
REPIACE THE GEOTEXTILE FABRIC. IF USED.
2. PERIODICALLY REIiOVE SEDIIIENT MID TRAp(ED-ON SOIL FR011 THE STREET, IMTHWT
FLUSHWG. TO REDUCE TFIE SE�IIENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WNEN 1HE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REI�OVE THE
GRAVEL, WIRE tdEESH� GEOTEX111.E FABRIC, AND ANY SEqMENT, AND DISPOSE OF THEY
PROPERLY.
EROSION CONiROL BLANKET (SURFACE APPLIED) I�IAWTENANCE REQUIREIIENTS
1. DURING VEGETATIVE ESTABLISHI�IENT, INSPECT AFTER STORY EVENTS fOR ANY
E�oN e��ow n�E �.iwKEr. •
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD Sql, RE-SEED THE AREA. 1WD RE-LAY AND STAPLE THE BLANKET.
3. AFiER VECETA7IVE ESTABUSH6IENT, CHEq( THE TREATED AREA PERIODICALLY.
TEYPORARY qtAVEL CONSTRUCTION ENTRANCE MIUNIENANCE REWIREIr1ENTS
t. INSPECT ENTRANCE PAD NJD SEDI�IEN7 DISPOSAL AREA WEIXLY AND AFTER STORY
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAWAGE IWD RUNOFF CONTROL
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. 11161EDIAlELY REMOVE YUD AND SEDWENT TIiACKE{� OR WASHED ONTO PUBUC ROADS
BY BRUSHING OR SNIEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED WTO A SEDWENT TRAP OR BASIN.
� 5. REPAIR ANY BROKEN ROAD PAtlEYENT IWWEDIATELY.
12 13 14
I N V E S T �1 E N T S
Revisions
0
�'°�\`•\\�`�\p � S£XT�4,,,�
! OP �G�STE;Q'FO1y �
No.
.o �: 9500028 : �
�0 =. STATE OF ; 4�,
����� :NDIA�P' G��:
iF�� �•� �`
���'��..`,��ONAL ��a`�`\.
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, CERTIFIED BY
1HIS DRAIMNC AND TFIE IDEAS, DESICNS AND CONCEPTS CONTAINED
��w u� n� Exau�v� w�uEC�u� �oaERn o� n� u�u�n�
CORPORAlION AND ARE NOT TO BE USED OR REPRODUCED W WHOLE OR W D
PART, YNTHOUT 1HE WRITTEN CONSENT OF 1HE SCHNEIDER i�PORA110N.
� � 1999, The Schneider Corporation
r � The
Schneider
CO 01�`d11011
�
� � . C
3020 North Post Road Engineering
• Indianapolis, Indiana Surveying
_ 46226-6518 Landscape Architecture
317-898-8282 GIS o LIS
317-899-8010 Fax Geology
Formerly ScLneider Bngineering Corp. / Bohlen. Yeyer. Gibson dc Assoc.
REI INVESTMENTS, 1NC.
RESIDENCE INN/SPRINGHILL SUITES HOTEL B
� CARMEI, INDIANA
EROSION CONTROL DETAILS
Date Project No. Draxn Approv.
12/30/99 438.003 BET
Computer Files Sheet No. q
J:\438�003\DWGS\C104.DWG
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