HomeMy WebLinkAbout20051046 Ver 2_Site Plan_20080414a SITE INFORMATION II Z
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TOWNSHIP NASHVILLE
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REVISIONS REVISIONS
1 1-04-08 NASH COUNTY TRC i COUNTY TRC JKV
T K EN INEERIN P.A. 2 ~ 3
1 4
5 DATE: DECEMBER, 2007 HORZ. ?007 HORZ. SCALE: 1" = 100'
FILE N0. 2007-077 VERT. ' VERT. SCALE: NONE
O N
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l I'?' J - ~ METAL POST ~ METAL POST Q w U Q
, N fA
'1 ,aR 1 ~p0 REINFORCED CONCRETE PIPE ni F
G B So' ' O O '
MiN P`/ ' SILT FENCE ~ ' w
FLOW 0 ~
I'~ J:,.
J~R~~ RE4~~~~ 4 O
A PS,~ CONSTRUCTION SPECIFICATIONS: 4T10NS: _ ~ ~ o
B / TURNDOWN NETTING ' _ 1. REMOVE AND PROPERLY DISPOSE OF A LY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER - - m o
:i~ MINIMUM BURY 6" OBJECTIONABLE MATERIAL. ~ 2" - 3" COARSE 2. ENSURE THAT THE MINIMUM CONSTRUL INIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN ~ I SILT FENCE I I ~ N
AGGREGATE REQUIREMENTS. J MIRAFI i00X
s" MrN. 3. ENSURE THAT THE TOP OF THE DIKE ELEVATION PLUS THE SPECIFIED SETTLEM! )P OF THE DIKE 1S NOT LOWER AT ANY POINT THAN THE DESIGN u u OR11TREVIRA I I Z 'ECIFIED SETTLEMENT. u u ~ W
B 4. PROVIDE SUFFICIENT ROOM AROUND Di C' F~ CONSTRUCTION SPECIFICATIONS: CLEANOUT. ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND ~ a ~ ~ o
OVERLAP NETTING 1. CLEAR THE ENTRANCE ANO EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER 5. VEGETATE THE RIDGE IMMEDIATELY AFl IMMEDIATELY AFTER CONSTRUCTION, UNLESS !T WILL REMAIN IN
~ 8,. MINIMUM OVERLAP 18" OBJECTIONABLE MATERIAL ANO PROPERLY GRADE !r PLACE LESS THAN 30 WORKING DAYS. 'ORKING DAYS.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. MAINTENANCE:
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE INSPECT TEMPORARY DIVERSIONS ONCE A OUTLET. REMOVE SEDIMENT FROM THE FLOW AREA 'ERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY ' THE FLOW AREA AND REPAIR THE DIVERSION R/DGf. CAREFULLY
C 4. USE GEOTEXTILf FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION JN CHECK OUTLETS AND MAKE TIMELY RfPA1 IKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED /S
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. PERMANENTLY STABILIZED, REMOVE THE F TYPICAL STAPLE NATURAL GROUND LEVf1 AND APPROPRIA~ REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE AND APPROPRIATELY STABILIZE IT.
USE #6 GAUGE WIRE MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM L = The distance such that points
~ LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESS/NG WITH A and B are of equal elevation
2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY RfMOVf ALL OBJECTIONABLE L ~B
MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
oErAi~ ~/lAASH~UARO
NOT TO SCALE 1.5' min
_9..min
Filter
Fabric
Class 1 or B
Erosion Control
Stone 2•~ 24" max
Filter at ce
A A I ~ j~ A A 'AA Fabric
Section A-A
M a - I
CONSTRUCTION SPECI~lCATIONS:
PLAN - PLAN VIEW VlfW 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN /N TH£ PLAN ON A FILTER FABRIC FOUNDATION.
2. K£fP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE
THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING
AROUND THE ENDS OF THE CHECK DAM. 4. SET SPACING B£TWEEND DAMS TO ASSURE THAT TH£ ELEVATION AT THE TOP OF THE LOWER DAM
~ ~Co ~Lo IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
_ . 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM !S STABLE. ~ X115 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK
~ FlLTER BLANKET - - - ~nRAr7 ~oox ae m>:~A snrs oR (MrRAFI raoN) SECTION A-A FfL1ER BLANKET FlC~ ao>H. s~cu~ ro Posr SECURE ro Posr DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
oR (rarRAfl r+oN) SECTION A-A ~~MAX. ~B. MAX
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO MAINTENANCE:
NO WELL-DEFINED CHANNEL WELL-DEFINED CHANNEL INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE SUBMERGENCE AND DEPOSITION A80VE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND
THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. !F SIGNIFICANT EROSION OCCURS m BETWEEN DAMS, INSTALL A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE
GENERAL NOTES: - SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
1. La =THE LENGTH OF THE RIP RAP APRON. - _ I VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGHOUT THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER 8UT NOT LESS THAN 6 . 3. IN AWELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN - - - ~ MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER !S LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP cow"c'E° rw. COAIPACIEO FlLL
AND SOIL FOUNDATION.
CONSTRUCTION SPECIFICATIONS: eAp(FlLL wxr e• Flr.>Ee raewc NE1AL aasr F 7 FlLIER FABRICri;~ METAL POST
i. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED ~A~'~ °F j LINES AND GRADES SHOWN IN THE PLAN, COMPACT ANY FILL REQUIRED 1N THE ~o , aE"xn ~FA~~ SfD/MfNTBAS/Al
SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATER/AL. LOW AREAS IN - ~ ARC AMU" SEE RISER DETAIL NOT TO SCALE 12" MIN. OF NCDOT ~'S OR ,¢~57 WASHED STONE
THE SUBGRADE ON UNDISTURBED 5011 MAY ALSO BE FILLED BY INCREASING THE RIPRAP ~ _ THICKNESS, ~ Tom., ~ ''I -~-.1--.--- SEE EROSION CONTROL PLAN i ARE •~K~ FOR ACTUAL PIT DIMENSIONS CLEAN-OUT
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS ~ i ~ ~ m ~ ~k~ STAKE Ml~
SHOWN ON THE PLANS. m ~ 3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY _ ~ _ 1.5'
PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY a ~A m Ot~ 2 ~ ~ ~ 3600 CU. FT/ACRE ~ ,
REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE w7R°`~'J DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER 1S ABOVE 5~°',' ? Q
THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE /S EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. U~ e,. 1.~ S : ~ lQ~~ in
4, RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE
FILTER. 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE SET CLEAN-OUT J ' ~ -
/ DIAMETER, PIT VOLUME U
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. !T SHOULD BE HARD, ANGULAR, HIGHLY WEATHER-RESISTENT AND WELL GRADED. FILTER FABRIC •
/ 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE EMERGENCY
TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW /T. BY-PASS 6" BELOW
8. ENSURE THAT THE APRON lS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND OVERFILL 6° SETTLED w~. DESIGN SEE EROSION CONTROL PLAN FOR SETTLEMENT TOP OF DAM
PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. ' ~ SETTLED TOP FOR ACTUAL P!T DIMENSIONS
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION ~t\,a '
(PRACTICES 6. f 0, TEMPORARY SEEDING, AND 6.11, PERMANENT SffD/NG).
MAINTENANCE: k ~ ~ i `
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS h ~
TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED ' NATURAL • -GROUND
REPAIRS TO PREVENT FURTHER DAMAGE.
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1 MAINTENANCE: CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT ® r n
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF ° ; Y I r
THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND vo INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. >p.