My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-06-12_REVISION - M1982015 (7)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1982015
>
2006-06-12_REVISION - M1982015 (7)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2021 2:49:28 PM
Creation date
11/21/2007 3:01:41 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1982015
IBM Index Class Name
Revision
Doc Date
6/12/2006
Doc Name
Resp. to Ad. Review - Lake grading adn Improv plans 12
From
Meurer & Assoc.
To
DMG
Type & Sequence
AM1
Media Type
M
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
*4u�;rT <br />OUTLET PROTECTION <br />DEFINITION <br />STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED <br />CHANNEL SECTIONS <br />PURPOSE <br />1. TO PREVENT SCOUR AT STORMWATER OUTLETS AND TO MINIMIZE THE POTENTIAL FOR DOWNSIREAM EROSION BY <br />REDUCING THE VELOCITY OF CONCENTRATED STORMWATER FLOWS <br />EXTEND RIPRAP TO I-EIGHT OF CULVERT OR <br />NORMAL CHANNEL DEPTH. WHICHEVER IS SMALLER <br />/-RIPRAP THICKNESS ON CHANNEL SIDE <br />/ SLOPES EQUAL TO 1.5" <br />3:1 MAXIMUM <br />-- _ -)(_) DOWNSIRF_AM (}RAVINE]_ <br />�- <br />IUIT OR PAVED PLAN VIEW <br />ET CHANNEL <br />CONCRETE CRADLE/ CUT OFF, OR <br />-T STANDARD HEADWALL <br />END SLOPE AT 1:1 <br />L/2 I - L/2 GRANULAR BEDDING <br />PROFILE VIEW <br />OP <br />DETAIL BASED ON URBAN DRAINAGE AND FLOOD CONTROL DISTRICT CRITERIA <br />TEMPORARY SLOPE DRAIN TSD <br />DEFINITION <br />A FLEXIBLE TUBE OR CONDUIT EXTENDING FROM THE TOP TO THE BOTTOM OF A CUT OR FILL SLOPE. <br />PURPOSES <br />TO TEMPORARILY CONDUCT CONCENTRATED STORMWATER RUNOFF SAFELY DOWN THE FACE OF A CUT OR FILL SLOPE <br />WITHOUT CAUSING EROSION PROBLEMS ON OR BELOW THE SLOPE <br />CORRUGATED METAL EXTENTION C <br />WATERPROOF SEAL <br />PROVIDE OUTLET <br />PROTECTION <br />/ /D, <br />EARTHEN DIKE (COMPACTED) <br />v.. --TD D +8' <br />SIZE OF SLOPE DRAIN <br />DRAINAGE AREA PPE SIZE <br />(ACRES) <br />(INCHES) <br />Q.5 <br />12' <br />d.0 <br />18' <br />110.0 <br />24' <br />TSD <br />DETAIL BASED ON VIRGINIA SOIL AND WATER CONSERVATION COMMISSION. 18&5 <br />TEMPORARY SEDIMENT POND <br />SB <br />DEFINITION <br />AT TEMPORARY BASIN WITH A CONTROLLED STORMWATER RELEASE STRUCTURE, FORMED BY EXCAVATION OR <br />CONSTRUCTION OF AN EMBANKMENT OF COMPACTED SOIL REQUIRED FOR ALL DRAIANAGE AREAS GREATER THAN I <br />ASE PURPOSES <br />TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTRIBUTED AREAS TO ALLOW THE MAJORITY OF THE SEDIMENT TO <br />SETTLE OUT. <br />REQUIRED VOLUME TO CREST OF EMERGENCY <br />SMLLWAY -1800 CUBIC FEET PER ACRE OF <br />UNITING GEOMETRY: DRAINAGE AREA SHOULD BE CLEANED OUT <br />L/W GREATER THAN 20 100 -YEAR OR LARGER PRIOR TO BECOMING HALF FULL. <br />EMERGENCY SPILLWAY <br />bwm <br />EMERGENCY SPILLWAY SHOULD NOT BED <br />CONSTRUCTED OVER FILL MATERIAL <br />�LOMI <br />i <br />�I <br />r <br />RISER PIPE SEE DETAIL <br />BELOW <br />TEMPORARY SLOPE DRAIN <br />:10 MIL (MIN. <br />(PLASTIC SHEE <br />OV414AP 3'(MIN. <br />DETAIL BASED CN COLORADO DEPARTMENT OF HIGHWAYS, 1978 <br />C <br />TSD <br />DITCH LINER <br />TSD <br />to <br />SURFACE ROUGHENING <br />SR <br />DEFINITION <br />PROVIDE A ROUGH SOIL SURFACE MTN HORIZONTAL DEPRESSIONS CREATED BY OPERATING A TILLAGE OR OTHER <br />SUITABLE IMPLEMENT ON THE CONTOUR, OR BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT FINE - GRADING <br />PURPOSES <br />1. TO ND IN SEED BED PREPARATION AND ESTABLISHMENT OF VEGETATIVE COVER. <br />2. TO REDUCE RUNOFF VELOCITY AND INCREASE INFILTRATION. <br />3. TO REDUCE RUNOFF AND WIND EROSION AND PROVIDE FOR SEDIMENT TRAPPING <br />- OUTSLOPE ROUGHENING <br />CUL.VERT^WITH ROCK <br />HAUL ROAD e <br />/ SCARIFICATION <br />TRACKING J ` ROCK- DNEDJ� <br />` CHANNEL <br />PERIMETER DIKE <br />VEGETATIVE BUFFER <br />SR <br />DETAIL BASED ON ENVIRONMENTAL PROTECTION AGENCY, 1978 <br />MD MULCHING M U <br />DEFINITION <br />APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE <br />PURPOSES <br />1. TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF <br />OVERLAND FLOW. <br />2- TO FOSTER THE GROWN OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST <br />EXTREME HEAT AND COLD. <br />N <br />I? 1 I, AFR <br />Ilk O <br />cF <br />N A V <br />Z <br />Y <br />��T Q <br />Z <br />'7 Fo <br />1 TON PER ACRE <br />MU <br />DETAIL BASED ON ENVIRONMENTAL PROTECTION AGENCY. 1978 <br />VEHICLE TRACKING CONTROL Y 1 C <br />DEFINITION <br />A NONE STABILIZED PAD LOCATED AT PUNTS OF VEHICULAR INGRESS AND EGRESS ON CONSTRUCTION SITE. <br />PURPOSES <br />TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PUBUC ROADS BY MOTOR VEHICLES OR RUNOFF. <br />NOTE ONLY APPLICABLE FOR SITES GREATER THAN 2 ACRES IN SIZE. <br />�Q 3P <br />1 1/2' -3' ROCK <br />1/2 - -3/4' FILTER LAYER <br />VTC <br />DETAIL BASED ON VIRGINIA SOIL AND WATER CONSERVATION COMMISSION, 1985 <br />x SILT FENCE c C <br />�QT)r EROSION CONTROL MEASURES SHALL <br />BE MAINTAINED UNTIL LANDSCAPING <br />IS COMPLETED. OR AS DIRECTED <br />BY LOCAL JURISDICTION. <br />(MgxIMLIM) <br />SILT FENCE <br />FABRIC MATERIAL <br />(ANCHORO IN TRENCH) <br />STEEL OR 2'x4 WOOD <br />2 TO DIVERT SEDII"T -LADEN RUNOFF FROM THE MIDSLOPE OF A DISTURBED AREA TO A TEMPORARY SLOPE DRAIN. <br />qq <br />U � '- <br />POST (ANCHORD TO <br />3 TO DIVERT SEDIMENT -LADEN RUNOFF FROM THE BASE OF A DISTURBED AREA TO A SEDIMENT TRAPPING FACILITY. <br />FABRIC) <br />Q <br />H <br />exe TRENCH <br />COMPACT <br />W <br />BACKFIL <br />0 <br />FLOW <br />O a D <br />0 <br />p MP <br />1/2 H <br />Q <br />. A1FF]V <br />(12- MIN.) <br />-C3 <br />0 <br />� <br />Q <br />EARTHEN RIDGE <br />SIT FENCE EROSION <br />BLAB? SEL- M_ TM <br />SF <br />DETAILS BASED ON THOSE PROVIDED BY THE CITY Of BROOMFILD. COLORADO <br />J <br />TEMPORARY DIVERSION DIKE DD ,o <br />J <br />Q z <br />Mn <br />O AI <br />DEFINITION z <br />a <br />A TEMPORARY RIDGE OF COMPACTED SOIL LOCATED AT THE TOP, MIDSI.OPE; OR BASE OF A DISTURBED AREA w <br />a <br />W U <br />PURPOSES <br />1. TO DIVERT STORM RUNOFF FROM HIGHER DRAINAGE AREAS AWAY FROM UNPROTECTED SLOPES TO A PERMANENT <br />CHANNEL OR TEMPORARY CHANNEL DIVERSION. <br />V I <br />O <br />2 TO DIVERT SEDII"T -LADEN RUNOFF FROM THE MIDSLOPE OF A DISTURBED AREA TO A TEMPORARY SLOPE DRAIN. <br />qq <br />U � '- <br />Z <br />3 TO DIVERT SEDIMENT -LADEN RUNOFF FROM THE BASE OF A DISTURBED AREA TO A SEDIMENT TRAPPING FACILITY. <br />Q <br />~ <br />t <br />E6�0� <br />W <br />w <br />0 <br />UZp� b <br />O a D <br />0 <br />p MP <br />W <br />Q <br />. A1FF]V <br />J <br />-C3 <br />0 <br />� <br />Q <br />EARTHEN RIDGE <br />moo, <br />goo-�B <br />J <br />�- <br />SLOPE � <br />Au <br />O <br />h <br />— <br />FILL SIJ <br />DETAIL BASED ON URBAN DRAINAGE AND FLOCK CONTROL DISTRICT CRITERIA <br />!). -0ih <br />Permit #:_ ___ Confidental?: I <br />Class _� _ Type -Seq.: <br />From To: <br />Doc. Name: <br />Doc. Date (if no date stamp): / <br />Specialist: 1) _ <br />IIJ <br />w [ <br />C�t`LC . <br />n^ I P:J <br />(L Q tf j <br />.J <br />' i <br />a� <br />W Z <br />0 <br />o AL <br />ZO <br />� Z O <br />aw <br />�U <br />i <br />00 ull En <br />LO <br />W O <br />5 r <br />a •= CD 0 <br />CO `V JU)� C:) w <br />J Ca OD N (3 <br />n 0 1 =< <br />cu CU O I <br />C C - COO 1 J <br />l7)00OOJ <br />CC0 ^GOO <br />O W�UOpmcc <br />cw0mcn< <br />L 0:0 OU <br />1� .6 DOLL C7> <br />t 1J m U) 3 Z "> <br />V <br />Q) <br />U ° (0M =Q3 <br />LL rJO LL <br />r <br />V I <br />O <br />Y <br />Z <br />z <br />Q <br />~ <br />t <br />W <br />w <br />0 <br />U <br />O <br />W <br />W <br />J <br />0 <br />� <br />Q <br />J <br />�- <br />O <br />— <br />U <br />Z <br />m <br />Of <br />Q <br />O <br />V) <br />m <br />J <br />O <br />Q <br />W <br />Pro ect: <br />Title: <br />Scale: <br />N/A <br />Date: <br />JANUARY <br />2006 <br />Job No. <br />3075 <br />File No. EC DETAILS <br />00 <br />Sheet <br />DT1 of <br />DT1 <br />ru <br />L7 <br />0 <br />Y <br />.y <br />U <br />Q <br />t <br />� <br />U <br />Z <br />O <br />(n <br />LaJ <br />Q <br />N <br />0 <br />Lj <br />Y <br />W <br />Sl , <br />N <br />m <br />'D <br />Q <br />� <br />� <br />C <br />LJ <br />° <br />m <br />W <br />o <br />V) <br />� <br />z <br />00 ull En <br />LO <br />W O <br />5 r <br />a •= CD 0 <br />CO `V JU)� C:) w <br />J Ca OD N (3 <br />n 0 1 =< <br />cu CU O I <br />C C - COO 1 J <br />l7)00OOJ <br />CC0 ^GOO <br />O W�UOpmcc <br />cw0mcn< <br />L 0:0 OU <br />1� .6 DOLL C7> <br />t 1J m U) 3 Z "> <br />V <br />Q) <br />U ° (0M =Q3 <br />LL rJO LL <br />r <br />V I <br />O <br />z <br />Q <br />~ <br />W <br />w <br />0 <br />LL- <br />:2 <br />W <br />W <br />J <br />0 <br />J <br />�- <br />O <br />— <br />U <br />Z <br />Of <br />Q <br />O <br />V) <br />J <br />O <br />W <br />Pro ect: <br />Title: <br />Scale: <br />N/A <br />Date: <br />JANUARY <br />2006 <br />Job No. <br />3075 <br />File No. EC DETAILS <br />1 <br />(� <br />Sheet <br />DT1 of <br />DT1 <br />51. VRAIN LAKEa FLG NG. iJ- �ANUALtY N06�SU7S <br />
The URL can be used to link to this page
Your browser does not support the video tag.