HomeMy WebLinkAbout102-98. Erosion Control Planr
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9AND�AG INLET 9E��M�NT CARR�ER MAINTENANCE REQUIREMENT9
t. IN9PECT FREQUENTIY FOR DAMAGE DY VEHICULAR TRAFFIC AND REPAIR IF NECE99ARY.
2. IN9PECT AFTER EACH STORM EVENT.
�. REMOVE 9EDIMENT WITHOUT FLU9HING WFiEN IT REACHE3 HALF THE HEIGFiT OF TME �ARRIER.
a. DEP09iT REMOVED SEDinnENT w►-�ERE iT wiLL NoT E►vTER 9TORM DRairv9.
ER091QN CONTROL DLANKET (9URFACE APPLIED) MAINTENANCE REQUIREMENT3
1. DURING VEGETATIVE E9TA�L19HMENT INgPECT AFTER 9TORM EVENT9 FOR AN`f ER0910N �ELOW THE �LANKET.
2. �F ANY AREA 9HOW9 ER0510N PULL CACK THAT PORTION OF THE DLANKET COVERING IT, ADD 901L, RE-9EED TME AREA, AND RE-LAY AND STAPLE TME DIANKET.
�. AFTER VEGETATIVE E9TA�L19HMENT CHECK THE TREATEO AREA PERIODICALLY.
TEMPORARY GRAVEL CON9TRUCTION ENTRANCE MAINTENANCE REQUIREMENT°!
t. INSPECT ENTRANCE PAD AND 9EDIMENT AREA WEEKLY ANO AFTER 9T�RM EVENTJ OF HEAVY U'SE.
2. RE9HAPE PAD A9 NEE�E� FOR DRAINAGE AND RUNOFF CON7ROL.
�. TOP DRE59 W�TH CLEAN 9TONE A9 NEEOED.
4. IMMEDtATELY REMOVE MUO AND 9EO�MENT TRACKE� OR WA9F1E0 ONTO PUDLIG ROAD9 DY DRU9HING OR 9WEEPING. FLU"�HING '�Mi0UL0 ONLY �E U'JED
IF ThiE WQTER 19 CONVEYED INTO A 9EDIMENT ROCK TRAP OR �A91N.
5. REPAIR ANY DROKEN ROAD PAVEMENT IMMEDIATELY.
9�LT FENCE MAINTENANCE REQUIREMENT9
1. IN9PECT THE 51LT FENCE PERIOOICALIY AND AFTER EACM 9TORM EVENT
2. IF FENCE FADRIC TEAR9, 9TART9 TO DECOMP09E, OR IN ANY WAY �ECOME9 INEFFECTIVE, REPLACE TME AFFECTED PORTION IMNIEDIATELY
9. REMOVE DEP05�TED 9EDIMENT WfiEN IT REACHE9 NALF THE HEIGHT OF TNE FENCE AT IT9 LOWE9T POINT OR IT CAU9E9 ThiE FA�RIC TO 6ULGE.
Predominvte Soil T�es;
Br Brookston - Silty Clay Loom
CrA Crosby S�It Loom, 0 to 3 percent slopes.
Predominote Veqetotion:
The vegetation of the entire project site ond immediately odjocent land
is grpss ond woods.
Adjacent Land Uses:
The lond south and west of the project will be industriol ond commerciol development.
The land north ond east of the F�ro�ect are residentiol homes.
100-Year Flood�lains Floodwoy Frin9es vnd Fioodwovs:
The project site is within flood zane "C" per the Flood Insurance Rate Mop
Community Ponel number 180081 0008 C dated May 19, 1981 for Homilton
County, Indiano. Flood Zone "C" is outside of 100-Yeor flooding areos. Thus,
the project does not lie within ony floodploins, floodway frin9es or floodwoys.
Droinoge Feotures:
1. There ore lokes on or adjacent to the project site.
The proposed site will dischorge �nto an existing detention pond on site.
2. The proposed site falls within the wotershed for the Fertig Reguloted Droin.
3. Storm woter moy enter ground water at the on-site pond.
�oil Stockpiles
There w�ll be no soil stockpiles on site.
EROSI N
i. CON9TRUCTION ACTIVITY 9HALL CON919T OF
UTIUTIE9, �UILDING CON9TRUCTION, AND PAVING
2 PRELIMINARY CON9TRUCTION JChiE�ULE: EARTHWORK
9HALL �EGIN IN 9PRING 1R99. IN9TALlATION OF 9TORM
DRAINAGE 9TRUCTURE9 9HALL �E CONCURRENT WIThi
EARTIIWORK. 9ANITARY 9EWER IN9TALlATION 9HALL
COMMENCE UPON COMPLETION OF ROUGhi GRADING. WATER
MAIN9 AND REMAINING UTILITY IN9TALLATION SHALI
COMMENCE UPON COMPLETION OF 9ANITAR7 9EWER
IN9TALLAT�ON FINAL GRAOING AND PAVING 9HALL OCCUR
AFTER THE �UILDING9 ARE CON9TRUCTED. COMPLETION
OF THE PROJECT 19 ANTICIPATED �Y FA�L 1999. TH19
gCNEDULE 15 9UDJECT TO CHANGE.
3. LAND ALTERATIDN WHICH 9TRIP9 THE LAN� OF
VEGETATION, INCLUDING REGRADIN�,, �HALL CE DONE IN
A WAY THAT WILL MINIMIZE ER0910N.
4. CONTRACTOR 3HALL COMPLY WITFi ALL 9TATE ANO L�CAL
ORDINANCE9 THAT APPLY.
5. TH15 PLAN SHALL NOT �E CON5IDERED ALL INCLUSIVE
A5 THE CONTRACTOR 9hiALL TAKE ALL NECE99ARY
PRECAUTION9 TO PREVENT 901L SEDIMENT FROM LEAVING
THE 51TE.
Co. ADDITIONAL ER091ON AND 9EDIMENT CONTROL MEA9URE9
9HALL CE IN9TAlLED IF DEEMED NECE99AR1' �Y ON 91TE
IN9PECTION.
7. SE�IMENT LAOEN WATER 9HALL DE DETAINED 6Y
ER09�ON CONTROL PRACTICE9 Q9 NEEDED TO MINIMIZE
9EDIMENTATION IN THE RECEIVING 9TREAM NO 9TORM
WATER 9NALL DE 019CHARGED FROM THE 91TE IN A MANNER
TFiQT CAU9E9 ER09�ON AT TNE POINT OF D19GhiARGE.
8. WA9TE9 ANO UNU9ED �UIL�ING MATERIALJ 9HALL
NOT �E ALLOWED TO DE CARRIED FROM THE 5�TE �Y
9TORM WATER RUNOFF. PROPER D19P09AL OF AlL WA9TE9
AND UNU9ED DUILDING MATERIA�9 19 REQUIREO.
9. 9EDIMENT DEING TRACKED ONTO PUDLIC OR PRIVATE
ROADWAY9 9HALL DE MINIMIZED. CLEARED SEDIMENT
9HA�L �E RETURNED TO TNE 91TE FOR D19P09AL.
10. 901L WF'IICH HA9 ACCUMULATED NEXT TO ER0910N CONTROL
DEVICE9 SHALL DE COLLECTED AND RE-D19TRIDUTEO ON
SITE AFTER EACH RAINFALL EVENT, AND AT LEA9T �NCE A WEEK.
ii. IF IN9TALLATION OF 3TORM ORAINAGE 5Y9TEM 9HOULD DE
INTERRUPTEO �Y WEATHER OR NIGHTFALL, TME PIPE ENDg 3HALL
�E COVERED WITH FILTER FA�RIC.
12. EXISTING VEGETATION 3MALL DE PRE9ERVED IN AREAS
NOT D19TURDED �7 CON3TRUCTION ACTIVITY.
13. THERE ARE NO DORROW AREA9.
14. ALL APPLICADLE ER0910N CONTROL MEA�URES 'JHALL
DE PLACED DEFORE ANY LAND D19TUR�ING ACTIVITIE9.
OWG FILE. D: \98\197\FINAL\98�97.7.ECD.C33 SPELLCHK
Pt.OT SCALE 1 24.000 EDiT DATE: 02/12/99 1� 16 35
L PLOT ORICIN�. O.00AAO EDiTED BY: PED - 5117
19. 9CHEDULE OF ER0910N CONTROL ACTIVITIE9:
o) IN9TALL GRAVEL CON9TRUCTION ENTRANCE 6EFORE
COMMENCING ANY EARTH MOVING ACTIVITY.
b) IN'STALL 9AND DAG'J ARDUND INLET'� IMME�IATELY UPON
COMPLETION OF TME 9TRUCTURE. REMOVE JAND DAGS FOR
PAVING OPERATION. REPLACE 9AN� �AG'S AFTER PAVING
15 COMPLETE. 9AN0 6AG°j SMALL REMAIN IN PLACE
UNTIL VEGETATION 19 E9TA�L1!lHED ON �EEDE�
AREA� �EHIND THE CUR�.
c) THE DURATION OF TIME WNICH AN AREA REMAIN9
EXP05ED 9hiALL DE KEPT TO A PRACTICAL MINIMUIYI TI1E
AREA 9HALL �E 9TADILIZED A'� 900N A9 P0951DLE.
TEMPORARY VEGETATION OR MULCMING 9HALL �E U'�ED
TO PROTECT EXP09ED AREA� IF PERMANENT VEGETATION
CANNOT �E 9EE�ED WITHIN 14 DAY� OR ACTIVITY
CEASE� FOR MORE THAN 21 DAY9 OR A9 �IRECTED �Y
TME ENGINEER.
d7 TOP50IL REPLACEMENT SHALL TAKE PLACE FROM
MARCH t TO OCTO�ER 31. 9TOCKPILE TOP501L AT ALL
OTNER TIMES OF 'TtiE YEAR. PERMANENT AND FINAL
VEGETATIDN AND STRUCTURAL ER091ON CONTROL DEVICES
9NALL DE iN9TALLED WITHIN gEVEN (7) DAY9 AFTER FINAL
GRADitvG OR a9 90orv A9 P0991�LE.
16. CONTRACTOR 9HALL �E RE9PON91DLE FOR FILING A NOTICE
OF INTENT WITM THE IN�IANA DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT
1T. APP�Y FERTILIZER AT A RATE ADEQUATE TO PROVIDE t LD. OF
ACTUAL NITROGEN PER 1.000 9QUARE FEET. U'SE COMINERCIAL-
GRADE COMALETE FERTILIZER OF NEUTRAL CHARACTER CON9I�TING
OF FA'�T AND JLOW RELEA�E NITROGEN, SO PERCENT �ERIVED FROM
NATURAL ORGANIC 90URCE5 OF UREA-FORN� PH09PMOROU9, ANO
IN FOLLOWING COMPQ9ITION:
o) FERTILIZER FOR LAwN�: PROVIDE A FA�T REIEA�E
FERTILIZER WITM A COMPOJITION OF 1 L� PER 1,000 �Q. FT. OF
ACTUAL NITROGEN, 4 PERCENT PHO�JPHOROU'J, ANO 2 PERCEnT
POTA9�IUM DY wEIGHT
b) !lLOW-RELEA9E FERTtLIZER FOR TREE� AN� �MRUDJ:
GRANULAR FERTILIZER CON919TING OF 50 PERCENT WATER-IN�OLU�LE
NITROGEN, PH09PNORU9 AND POTA99�UM MADE UP OF A
COMP091TION pY WEIGMT OF S PERCENT
18. ADD LIME TO TOP901L TO O�TAIN A pH RANGE Of
6.0 TO 7.0. LIME SFiALL �E A9TM C 602, CLA99 T, AGRICULTURAL
LIME�STONE CONTAINING A MINIMUM OF 80 PERCENT CALCIUM CAR�ONATE
EQUIVALENT. WITH A MINIMUM 99 PERCENT PA951NG A N0. 8(2.j6 mm)
°jIEVE AN� A MINIMUM 75 PERCENT PA�°jING A N0. SO (2S0 MICROMETER)
91EVE.
n
NON WOVEN �PACE POSTS PER
GEOTEXTILE r MANUFAGTURER
FA�RIC � ��p�NDATi0N9
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SURFACE
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NOTE:
PO�T'J'�MALL MA1/E A MINIMUM LENGTM OF
�6 INCME� PLUJ 6URIAL OEPTH. P05T MATERIAL
�I1ALL �E WOOD, 9TEEL, OR SYNTHETIC, AND 9HALL
6E OF yl1FFICIENT JTRENGTM TO RE31!!T DAMAGE
DURING IN'�TALlATION AN� TO 9UPPORT APPLIED
LOA�'�.
FA�RIC �NALL �E A WOVEN GEOTEXTILE FADRIC
CON5I�TING OF 9TRONG, ROT RE519TANT,
MATERIA�9 RE°l19TANT TO DETER ORATION FROM
ULTRAVIOLET AND NEAT EXPO'SU�.
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NOTE:
9TRAW �ALE9 9MALl �E PLACED ANO
MAINTAINED AROUND NEWLY CON9TRUCTE�
DRAINAGE 9TRUCTURE9 TO PREVENT
91LT AND DEDR19 FROM ENTERIN6
DOWNSTREAM DRAINAGE FACILITIE'�
�URING ALL CON9TRUGTION 4N0 �FiALL
REMAIN IN PLACE UNTIL 91TE WORK 19
COMPLETED.
9AND �AG9
DRAINAGE gTRUCTURE
3E0IMENTATION CONTROL
NOT TO "JGALE
NOTE9:
t. 9ANDDAG�, OF EITNER �URLAP OR WOVEN
GEOTEXT�LE FA�RIC, ARE FILLED WITH GRAVEL,
LAYERED AND PALKED TIGMTLY
2. DAG9 9MALL DE LAYERED 2 OR ! HIGM
3. LEAVE ONE '�AN�DAG 4AP IN TFiE TOP ROW
TO PROYIDE A 9PILLWAY FOR OVERFLOW.
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1'STAPLE PER SQ. YD. 1��t 7TAPLE'� PER '�Q. Y�.
C�ENERAL '�TAPLE RECOMMI�NDATION9
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4; � �: � �: � �; � CHANNEL
LININ4
3LOPE GRADIENT
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2 JTAPLE� PER JQ. Y�.
ADDITIONAL STAPLE'� A� REQUIRED
DUE TO DEPTIi OF FLOW �
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NOTEg
CFiANNEI LININ49 UTILIZE �TAPLE PATTERN "C'
wITM AD�ITIONAL '�TAPLES ON 91DE 9LOPE9 AT
PROJECTED WATER LINE.
9TAPLE PATTERN'� APPLY TO ALL NORTH AMERICAN GREEN
ER091ON CONTROL �LANKET�. JTAP�E PATTERN9 MAY vARY
DEPENDING UPON y01L TYPE AND AVERAGE RAINFALL.
AT JLOPE LENGTFi� GREATER ThiAN �00 FEET OR WHERE DRAINAGE
OVER LARGE AREA� I� OIREGTED ONTO TME �LANKETJ, 9TAPLE
PATTERN "C" SFiOULD OE UTILIZE�.
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5EA90NAL °S41L PROTEGTION CMART
9TADILIZATION �AN. FEO. MAR. llPR. MAY JUNE JULY AUG. 9EPT. OCT. NOV, OEC.
PRACTICE
PERMANENT A /// ///�// //// � , /�1�
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TEMPORARY � E ,�/ ////�// ///�
9EEOING
A= KENTUCKY DLUEGRA93 100 L69./ACRE; CREEPING RED FE9CUE 100 LD9./ACRE; MYORO'SEEDED
�= KENTUCKY DIUEGRA99 120 L�9./ACRE; CREEPING REO FE9GUE 120 LD9./ACRE; HYDR09EE�E0
C= 9PRIN6 OAT9 3 DU9tiEL9/ACRE
0= WhiEAT OR R1'E 2 �UJHEL3/ACRE
E= ANNUAL RYE6RAgg 40 LC'J./ACRE ( 1 LO/1000 5Q. FT. )
+�/i/� = iRRiGATiOn rvEE�EO DuRinG JurvE, JULY, AUGU9T AND/OR 9EPTEMDER
�� = IRRIGATION nEEDED FoR 2 To � WEEKg AFTER 9uPPLYING 900
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DATE: t � /20/qe
SCALE: A9 NOTEO
DRAWN BY: �M9
CHKb BY: wRC
JOB NO. qg_�q7
REVISIONS
SHEET NO.
C 3.3
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