20071421 Ver 1_Site Plan_20070820

ii SEDIMENT TRAP/BASIN DIMENSIONS (FT) LEGEND
CONTROL
^._~..r._--------- ~ _ BOTTOM BOTTOM - MEASURE TOP WIDTH TOP LENGTH yy~DTH LENGTH DEPTH - PROPERTY LINE
~ Y .e~......_. ' ' NAME
_ - 100 & 25 FT. WETLANDS BUFFER
T1 27 81 7 61 5 - WETLAND AREAS
r` ~
2 4''~ y? _ 4~"`" r T2 27 88 7 68 5 _ _ - . - DRAINAGE LINES
2 i ~ . TD3 _ / ti.. _ _ ~
T f i Pr,_r.,, f/ J^ t V~ _..._______,.,_.______.._._..i____M_.,_ ti - CLEARING/DISTURBED LIMITS
? ,r r 2 f ~ T3 30 90 8 68 5.5 _ _
18" ~ 1 j J / ~V - UNDERDRAIN PIPING
1 1 j ' 7 / ' r t r ~ y l } ~ 1 J ~ H-H-I i--I~i- - - T4 40 120 12 92 7 - SILT FENCE
I t i / ~ i r ~ t 1 ~ 1 1 ~ ) ~ =6 ~ _ r' 1 l i I 1~ ~ k. 5
~ r l 1 ~ : ~ t ~ r ~ ~ r ~ ~ I i l t S r 11 ~ , ~ ~ V - CHECK DAM
f r f ~ I 2 I ~ r T5 35 72 11 48 6
__-w.~._..._...._...__ _.w_.~,.,_..~.~.._ 4 I~ Z - EXISTING MINOR CONTOURS
I i W f' { j TD4 J rl ~ ~ ~ - EXISTING MAJOR CONTOURS
f' { ,5 ~ ~ i ~ - I r a __--_--.___._.__..._.___~w_._.._.__._.__~_._ _ i ~ ~ ~ ~ ~ _ r 1 ~ 1 ~ - .u ~ . 1 g~ 48 140 16 108 8 r
% t 1 i I J ' / i / r ~ - PROPOSED MINOR CONTOURS
! ~ / .w_......_...~_______._~_ ___~_..~_..~g~ / ~ ~ , B2 W1=52 198 W1=42 187 7
~ i~ 1 k , - _._________._.____..__:.~____._._____._______.__._..____.__...._..__._~...__.__.__._.___._.._..--y-~ti~ W2=18 W2=9 - PROPOSED MAJOR CONTOURS
.r" 4 1 / ~ E ~ ' __.______._._..~_.._._..w..._~_.~.______._._.....-~ ~ f . , / ~
4 { i ~ . ~ ~ ~ rr~---------' . _ ~ t4 ~ ~ rte`` t s ~ ~ TEMPORARY DIVERSION DIMENSIONS (FT) - MAXIMUM WATERLEVEL
i t i t / 1 1 ~ ~ 7 t l _ ~ - TEMPORARY SEDIMENT TRAP/BASIN
~ + t ~ ~ A 1 . ~ 24 1 r \ yy^^ w r R ~ < < 2a M ~ ~ / ; N ~ ,r~ CONTROL CROSS
j ~ ~ ~ ~ ~ ~ - ~ y~ MEASURE TOP WIDTH DEPTH SECTION NAME AREA - TEMPORARY DIVERSION
r i f ~ ~ ~ ~ ~ a ~ ~ + 4
1 ~ - y ~t 7.2 1.2 4.32 - TEMPORARY/PERMANENT ROAD
~ ~ ~1 _ ? ~ r' Q \ i -i ~ j DITCH
_ - TREE (WETLAND) PROTECTION
_ _ F N 1 11 TD2 6 1 3 FENCE
TD5 l
r __..w_~.._..._._ cb ._..w__..__.~..~.. __..,....___.__...M. j i ~n3 s ~ 3 ROAD DITCH
,r -24-~----~._.~...__......,___.__..~._ 18 1 1 r. _ w._.r... 1 ; ! )ITCH DIMENSIONS (FT)
_ ; 1 - . CONTROL TEMPORARY PE ma 12 2 12 MEASURE WIDTH W/O 1MI PERMENANT TEMPORARY PERMENANT
~ ~ ~ i ~ i WIDTH W/O DEPTH W/O DEPTH W/O
; , 1 r - _ 3 Q N t NAME FREEBOARD FR, TDS 15 2.5 18.75 D3 3 FREEBOARD FREEBOARD FREEBOARD
~ ie. r , ` 1
q jv. ~ f ~ t w: i ` s: 4.79 .5 .8
ti . ~ _ , ti M 1 rr ~ tom. ..._._...w..__ tih~ l , ~ i ~ . _ ~ ~ . s ~ ~y _
~ ` ~ ~ ~ 'qa. TD6 9 1.5 6.75 D4 3.5 5.24 .58 .87
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/ Y JJ/ r pV y - ~ ~
' - u - f /Y 1 . ` fig. , ~ Z 1 ~ , TD7 9 1.5 6.75 ps 5.33 7.87 .89 1.31
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~1 ~ J 1 .i~ CON8TRUC710N SCHEDULE
~ ~ ~ W ~ l ~ ~ _ ..~....~......~.._._._.....-_.~...w._._____-----~ PRECONSTRUCTION SCHEDULE:
to ~ _ i r . / r - 1. OBTAIN PLAN APPROVALS AND OTHER APAUCABLE PERMITS. 2 HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
_ ~ ~ 20+f ~A ~ ~ ~ / ' + ~ j , 3. REFLACi ANY WETLAND BOUNDARIES THAT HAVE FALLEN SINCE THEY UVERE SURVEYED AND STAKED PER US ARMY CORPS OF ENGINEERS WETLANDS DEL 25 FT BUFFER IN FRONT OF SAID VIIETLANDS. JDS DELINEATION MAP AND FLAG
- - ~ ~ ~ _~L....~~•--.---. J r ~ ~ h 4. PLACE TREE PROTECTION FENCE 5FT IN FRONT OF 25FT WETLAND BUFFER UNLESS SHOWN DIFFERENT ON PLANS; IN NO CASE SHOULD THE FENCE BE LOC/A SFT. FROM STAKED WETLANDSI
p ~ - t • / -t-.._ _ _ ~ ' E BE LOCATED ANY CLOSER THAN
~ ' - ~ \ r TD6 ~ ~ 5. CONSTRUCTION ACTIVITY IS TO TAKE PLACE ONE PhWSE AT A TIME: ~ UNLE88 TF~ CONSTRUCTOR OPTS TO WORKON BOTH SITES ~ p q~ p~gpp~ s1,Z
~ 1 ~ ~ ~ D ~ 0,, ; / / \ ~a SIMULTANEOUSLY, IN WFIICH CASE PW13E 1 OR PHASE 2 CAN
D ~ ~ i s / R I y 1 BE VNDRKED ON CONCURRENTLY VNTH ONE OF THE OTHER 2 w 3,4 PHASES SO THAT NO MORE THAN 2 PHASES ARE UNDER
• ~ , P~ " a / ~ - J. h ~ . CONSTRUC710N AT ONE TIME AND ONLY ONE PHASE PER 3 IP b,e SITE. 4 p 7,8,9 FOLLOMEO BY OgIP
. ~ a • ~ ',1 FIELDS DRIP
t i~ ~\~~ti i 5 IP Z01~S A1, A2. Al
~ •F 1 ~ e. /1 " a r ~ / ~i t I. ~ i ~ 11!i I / ~I' f 1 N~' 4~ r ~ i ~ ` I I 1 ~ v t; 4 t ~ 6 IP ZONE 8
I n D ti ~ ' ` I 1 ~ '~'I~ ~~I 11 ~ r I ~ I WE
0 ~ ~ ~ ` ~ ~ 7 MEgCER WLL 2 iOLLOWEO BY ZONE A,B
D? C ~ 4, w / ! t 3 k. ~ ` \v ; ~ ~ i I ~ ~ _ ' ~ ~ i ' 4 ~ I i;~ ~ , ~ ~ 4 _ CONSTRUCTION ACTIVITY IN SEQUENCE PER PHASE: g YEgCER wLL I FOLLOwEp BY ZOr~ C 1. INSTALL TEMPORARY SEDIMENT FENCES (SILT FENCES) AS INDICATED. NE C
D ~ I ~ i ct _ ~ \ ` . ~ --'-26w..,, ~ ~ ~ f l ~ ti 2. CONSTRUCT NEW ACCESS ROUTES, TEMPORARY GRAVEL CONSTRUCTION ENTRANCFJEXIT, AND EQUIPMENT PARKING AREAS.
p .r / - ti ~ , z~ ;i~l A';,, ~ ~ V I s . ~ ~ ~ ~ 1 ~1~ Jz \ ~ i I ~.ti / A r ~ 1 .,w ~ ~ , . ~ 3. CONSTRUCT THE TEMPORARY ROAD DITCHES, PERMANENT CULVERTS, INLET AND OUTLET PROTECTION AS INDICATED ALONG THE ROAD FOR STORMWATER MULCH IMMEDIATELY AFTER CONSTRUCTION. >RMWATER DIVERSION. SEED AND
n v ~ ~ ~ r 1~1 I , 1,.~ ~ i I ~ I ~ ~ - ~ , I ~ r 4. CONSTRUCT PRINCIPAL SEDIMENT TRAPS AND &4SINS WITH BAFFLES. 5. CONSTRUCT THE UNDERNEATH DRAINAGE PIPE FOR INFILTRATION BASINS.
i n \ r ~ , A ~ I ± \ t. , , 1 1 t. A 1 t,~ ~ u 6. CONSTRUCT TEMPORARY CHANNELS ANO DIVERSIONS FOR RUNOFF CONTROL. SEED AND MULCH IMMEDIATELY AFTER CONSTRUCTION.
/ o ; ~ E 4 ~ ~ / ~ ~ ~+'I , ? 1' ~ l 1 5 22 ` ~ , ~ ~ \ ~ r 7. BEGIN MAJOR SITE CLEARING AND GRUBBING 1MTHIN THE CLEARING LIMITS AS INDICATED ON SITE PLAN. MAXIMUM ALLOWABLE CLEARING IJMITS ARE SHO CLEAR AS LITTLE AS POSSIBLE ON SITE. ARE SHOWN, CONTRACTOR IS TO
/ i ~ • n ~ J r ~ ~ l IS i I f t8~ ~ ~ ` i ' ~ 4 t \ VA V ~ V I, ' 8. BEGIN ROUGH LAND C3RADING, STOCKPILE TOPSOIL IN DESIGNATED PART OF CUT DISPOSAL AREA FOR LATER USE.
- - rn ~ i• C ~ _ QG ~ ~ ~ ~ ~ ~ ~ I 1 ~I 1 ~ ~ ~ I I 9. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING TO KEEP SEDIMENT CONTAINED ON-SITE AT APPROPRIATE LOCATIONS. 10. FINISH THE GRADING FOR INFILTRATION BASINS AS SOON AS ROUQH GRADING IS COMPLETE.
0 ~ ISTUR~ED At~tEI~E 7, ~ ; ~ 1 v~ ~ 1 / / ~ ~ ~ 1 ~ ~ ~ 'I a!r~ ~ ~ ~ ~ t ~1 ; ~ 1 \ ~ , ~ ~ E 11 <i ~ V ~ ~ ~ I ~ i 11. CONSTRUCT ALL STRUCTURES FOR BASINS, SUCH AS PUMP STATIONS, DRAINAGE PIPING, VALVES AND C3E0-MEMBRANES. 12. COMPLETE FINAL GRADING FOR ROADS AND GROUNDS.
~ ~ f' v, : ~ ~ ` , ~ 4 ~ ! ~ 1 { 13. APPLY TEMPORARY SEEDING AS SURFACE STABILIZATION IMMEDIATELY AFTER LAND CLEARING AND GRADING ON ALL DISTURBED AREAS WHEN W~DRK IS DE 74. CONSTRUCT THE PIPE LINE AND SPRAY IRRIGATION SYSTEMS FOR THE IRRIGATION AREA AFTER CONSTRIICTINC3INFILTRATION BASINS. FORK IS DELAYED OR COMPLETED.
p p ~ / 1 p T• ' ~ ~ J h~3 / ~ \ i 1 ! i 15. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY. AND AFTER RAINFALL EVENTS, MAINTENANCE REPAIRS SHOULD BE MADE IMMEDIATELY MEDIATELY.
Q ~ ~ ~ ~ j~/f /f \ ~ J, ~ , ~ \ / / r / t / i . , ~ I ii i I / ; 16. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANANT MEASURES. INSTALL FINAL STABILIZATIONS AND LANDSCAPING (PERMANENT SEEDING, ETG) :DING, ETC) ON ANY DISTURBED
~J D f ~ r N ~ / r ~i ~ J 1 1 ~ r /j f. I AREAS. 17. ESTIMATED TIME BEFORE FINAL STABILIZATION IS 8 MONTHS.
~ ~ r ! ~ 1 ~ ~ / / / ~ ~ ~ A ~.A 1 ~ .
L ~ j f i v ~ ~ V•! r ~ t ~ ~ l 1` MAINTENANCE PLAN
O r ~ / C y 1 ~ }
~ v D ~ , O ~ Z 1 i l THE MAINTENANCE REQUIREMENTS OF MEASURES ARE IJS7ED BELONY.
_ ' n 1 ~i ...f- 9 ~ 1 1. GENERAL: ALL EROSION AND SEDIMENT CONTROL MEASURES VNLL BE CHECKED FOR STABILITY AND OPERATION FOLLOVNN(3 EVERY RUNOFF-PRODUCING RAINF LESS THAN ONCE EVERY WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTMN ALL MEASURES AS DESIf3NED. ING RAINFALL, BUT IN NO CASE
~ DO - - 6 I ~ l i i,
7 1 v? PR~01EC110N ~ ~ ~ ` , a i ! ~ ~ I~ 2. TEMPORARY BASINS: INSPECT BASINS YVEEKLY AND AFTER EACH SI(3NIFlCANT (0.5 IN OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIM6 APPROXIMATELY ONE HALF OF THE SEDIMENT BA31N VOWME HAS BEEN FILLED. HOWEVER, THE MINIMUM VOLUME REQUIREMENT MUSTALV1b4YS BE MET. CHECMC FE SEDIMENT VWEN
• - p ~ ~ Q ~ " \ ' ; ~ F ET. CHECK THE SEDIMENT BASINS
I k ~ s i ! . - 1 DESIGN CALCULATION8 FOR THE BA31N CLEANOUT. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. SANKMENT FOR PIPING AND
- ~ ~ C O ~ ~ ~ _ _ . / 't 3. TEMPORARY SEDIMENT TRAPS: INSPECT TRAPS WEEKLY AND AFTER EACH SIGNIFICANT (0.5 IN OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REAAOy RESTORE THE TRAP TO ITS ORIGINAL DIMENSION WHEN THE SEDIMENT HAS ACCUMULATED TO ONE FYLLF OF THE DESIGN DEPTH OF TFIE TRAP. PERIODICALLY CF SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. AN1f RIPRAP DISPLACED FROM Thy SPILLIMAY MUST BE REPLAiC 4. TEMPORARY DIVERSIONS: INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AR DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE TF VNTH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
~ - " O ' - ~ ~ • / , 01 - x 1 - ' t { ~ / ! Y. REMOVE SEDIMENT AND MCALLY CHECK THE DEPTH OF THE
V~ ; D ~ N ~ ~ • ~ ~ ~ , ~ I BE REPLAgED IMMEDIATELY.
~ r• ~ ~ L 1"'1 I ''o ~ ~ ~ - , FLOW AREA AND REPAIR THE
C .O ~ t ~ ~ ti tEMOVE THE CHANNEL TO BLEND
p ~ d! 0~ N D ~ ^ ~ ~ i i
0 V1 ~ ~W 0 O 1 _ ~ ~ ~ 5. SEDIMENT FENCE: INSPECT SEDIMENT FENCES ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIR IMMEDIATELY. REMOVE SEDIMENT DEPO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVgD UNDERMIWIN(3 THE FENCE DURINR ENT DEPOSITS AS NECESSARY TO CE DURING CLEANOUT.
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co / _ I ; yO O ~ 00 0 o Q~ o ~ ~~~inl~ilriliu~, ~ c 3 rn 3 ~~~i 1111111111!!lf111j~ f/~ ~~~1 _ I/~~ WEST BRUNSWICK REGIONAL DATE: JU L 2007 SCALE M&C FILE NUMBER
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O 0 00, C7 I I I / w `-"j 000 vi 00 00 00 AA0002667 E80006691 IP INFILTRATION BASINS 1-6 STATES RE EIII
N o ~~~~111 111111` o u co co DESCRIPTIONS DATE S' REGULATORY REVIEW REVISION
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! ~ _ ~ ,a - , - , i BOTTOM BOTTOM SOP WIDTH TOP LENGTH yy~DTH LENGTH DEPTH
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~ i ~8 ~ - i i ~ i ~ 1 f ~ r 'TD9 i
~ ~ ~ ,e ~ ~ ` ~ 1 ~ ,r ~ ~ ' - . ROAD DITCH DIMENSIONS (FT)
' 1 ` \ ~ r , ~ i I' 1 ~ 1 '
~ t ~ \ \ ? f ~ I 1 ,t J ? / `I~L ~ ,1` / a ` ~L TEMPORARY PERMENANT TEMPORARY PERMENANT ~E WIDTH W/O WIDTH W/O DEPTH W/O DEPTH W/O
J i ~ I - ' ~ 1 ~ wk. r ~ ! ~ FREEBOARD FREEBOARD FREEBOARD FREEBOARD
a s ~ / ' r ~ Y1 , } ~
~ I ~ ~ ~ i~ r ~ ~ i 'f~ ~ ! ` 1.78 3.27 ,3 .$4 CONSTRUCTION SCHEDUi.E
~ ~ ..l I / '~r , ~ / / PRECONSTRUCTION SCHEDULE:
ff / ~ ?d... , ~ f s I'`~ 1. OBTAIN PLAN APPROVALS AND OTHER APPLICABLE PERMITS.
` ~ ~ 3 ~ j l ~ f .L r` 1.68 3.41 .28 .57 2. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTI 3. REFLAG ANY WETLAND BOUNDARIES THAT HAVE FALLEN SINCE THEY WERE SURVEYED AND STA DELINEATION MAP AND FLAG 25 FT BUFFER IN FRONT OF SAID WETLANDS. STRUCTION. kND STAKED PER US ARMY CORPS OF ENGINEERS WETLANDS
r ~ _ / _ ~ :L :.i. .y .s., .t I
;'4(' ' + ~ f" t _ L .68 1.85 .11 .31 4. PLACE TREE PROTECTION FENCE 5FT IN FRONT OF 25FT WETLAND BUFFER UNLESS SHOWN DIF BE LOCATED ANY CLOSER THAN 5FT. FROM STAKED WETLANDSI TOWN DIFFERENT ON PLANS; IN NO CASE SHOULD THE FENCE
,i f r' - 't 5. CONSTRUCTION ACTIVITY IS TO TAKE PLACE ONE PHASE AT A TIME: snf e~sa~.s/ZONE
f r i J /1 ~ i i UNLESS THE CONSTRUCTOR OPTS TO WORK ON BOTH SITES Cur DISPOSAL AREAt1.2
1 TD _ ~ ? 5 ~I J tl • A~CAEIWE X0.13 5 SIMULTANEOUSLY, IN WHICH CASE PHASE 1 OR PHASE 2 CAN ~ BE WORKED ON CONCURRENTLY V1ATH ONE OF THE OTHER 2
~ ~ rrAA N i ~ ; ~ vJ J:. TEMPORARY DIVERSION DIMENSIONS (FT) PHASES SO THAT NO MORE THAN 2 PHASES ARE UNDER IP 3,4
r ~ ~ Ir - _ :F, ~ CONSTRUCTION ATONE TIME AND ONLY ONE PHASE PER ~ IP S,6
1:Y is ; 7 r , 1 r 1 CONTROL CROSS SITE. 4 MEASURE TOP WIDTH DEPTH SECTION IP 7AS FOLLOWED 6Y DRIP FIELDS
f i ~ NAME AREA ° iP ZONES Al, 02, A3
' , ~t f' ` j IP ZONE 6
/ ~ r r N i i r TDS ~ N N r TD8 6 1 3 s MERCER MILL 2 FOLLOWED BY ZONE
~ i ~ i r I TD 10 a AJ3 MERCER MILL. 1 FOLLOWED 6Y ZONE C
~ i' . ' ~ i i
I hs _ t~._ ~ TD9 TD9 9 1.5 6.75 CONSTRUCTION ACTIVITY IN SEQUENCE PER PHASE: 1. INSTALL TEMPORARY SEDIMENT FENCES (SILT FENCES) AS INDICATED.
i 2. CONSTRUCT NEW ACCESS ROUTES, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, AND 3. CONSTRUCT THE TEMPORARY ROAD DITCHES, PERMANENT CULVERTS, INLET AND OUTLET PRO 7.2 1.2 4.32 STORMWATER DIVERSION. SEED AND (IT, AND EQUIPMENT PARKING AREAS. .ET PROTECTION AS INDICATED ALONG THE ROAD FOR
~ ujt4 1. { t ' ~ TD10 • ,
I • • J ~ i _ } ~ ~ ~ MULCH IMMEDIATELY AFTER CONSTRUCTION.
> ~ ' ~ ~ ~ ` i 1 ~ , 4. CONSTRUCT PRINCIPAL SEDIMENT TRAPS AND BASINS WITH BAFFLES.
7 ~ _ . ~ { _ :ti., P ~ 4. r >f, . `4 'i ! , f%' ~ ~ 6 1 3 5. CONSTRUCT THE UNDERNEATH DRAINAGE PIPE FOR INFILTRATION BASINS. 6. CONSTRUCT TEMPORARY CHANNELS AND DIVERSIONS FOR RUNOFF CONTROL. SEED AND MUL 7. BEGIN MAJOR SITE CLEARING AND GRUBBING VIATHIN THE CLEARING LIMITS AS INDICATED ON SIT SHOWN, CONTRACTOR IS TO ?ND MULCH IMMEDIATELY AFTER CONSTRUCTION.
i : i. ' _ / /~f r i ~ ~ ` i D ON SITE PLAN. MAXIMUM ALLOWABLE CLEARING LIMITS ARE
t. ~ ~ i ~f ~ f , . \ ~ L, ~ i 1; /r 9 1.5 6.75 CLEAR AS LITTLE AS POSSIBLE ON SITE.
~ ~ f l^` ~ f ~ ~ ~ / ~ 1 o ;i i 8. BEGIN ROUGH LAND GRADING, STOCKPILE TOPSOIL IN DESIGNATED PART OF CUT DISPOSAL ARE 9. INSTALL ADDITIONAL TRAPS AND BARRIERS AS NEEDED DURING GRADING TO KEEP SEDIMENT CO SAL AREA FOR LATER USE.
/ / s~ 5~` i ~ 1 10. FINISH THE GRADING FOR INFILTRATION BASINS AS SOON AS ROUGH GRADING IS COMPLETE. MENT CONTAINED ON-SITE AT APPROPRIATE LOCATIONS.
I 1 1 a . ~ I i ~ ~ ~ rAA1CTD11l~T All CTDI I!`TI IDCC CAD CAG~ILIQ CI I!`Y AC DI I\~D CTATIAAIG~ nonu~nn_~ oioiun \/A1 \/C ,ETE. % „wi „cL% w?ln nc~ \IC\I~~A\IC~
, j A , rv x ) 18 Y i' ~ _ 4 ~ v~~ ur~v~~~v~ nor v~r~~~v~~v~ vrv~~~~nv~ r~r~~~v~ vn~v c 12. COMPLETE FINAL GRADING FOR ROADS AND GROUNDS. 7, Y/%LYGQ mpuj VGV IYIGIYIG1~/11VG~.
~ ~ ~ tV * \ y i ~ t ~3 ' 1 l ~ . . . ti ~ 13. APPLY TEMPORARY SEEDING AS SURFACE STABILIZATION IMMEDIATELY AFTER LAND CLEARING IS DELAYED OR COMPLETED. =ARING AND GRADING ON ALL DISTURBED AREAS WHEN WORK
~ . . ~ ~ , , . , . - , ~
titi ~ ~ t, ~ \ ~ \ i. I 1 i j I ;~'D11 f 14. CONSTRUCT THE PIPE LINE AND SPRAY IRRIGATION SYSTEMS FOR THE IRRIGATION AREA AFTER 15. INSPECT ALL EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY. AND AFTER RAINFALL EVE LEGEND IMMEDIATELY. AFTER CONSTRUCTING INFILTRATION BASINS. ALL EVENTS, MAINTENANCE REPAIRS SHOULD BE MADE
~ ~ ~ d ~ r ~r r 4
ca ' ~ ! J f f 4 , 16. REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANANT MEASURES. INSTALL FINAL STA SEEDING, ETC) ON ANY DISTURBED NAL STABILI,ZATIONS AND LANDSCAPING (PERMANENT
~ ~ ; / 1 i 1 ; ~ ~;t+..• 1212 \ \ r• ~ r ~ j .t. _ J'i.c AREAS.
~ ~ ti , C 1 \ 1 Y I ~ ~ . , ~ \ , - PROPERTY LINE 17. ESTIMATED TIME BEFORE FINAL STABILIZATION IS 8 MONTHS.
~ ~ i u 1, ~ r' ~ ~ r ~ ~ r I MAINTENANCE PLAN
i / C~ • 2a.. N ~ ; a _ _ ti - 100 & 25 FT, WETLANDS BUFFER
• - ~ 1 ~ TD11 r/ r . TD11
_ ~ ~s ~ Z % \ / ~ 1 '1 . ~ ~ ~r _ \ , y`\ -WETLAND AREAS THE MAINTENANCE REQUIREMENTS OF MEASURES ARE LISTED BELOW:
~ ~ ~ w ~ 1. • r' r ~ ~ / t j .ITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING
o ti . ~ . ; ~ r _ . co _ _ ~ ~ j ~ ~ r n - DRAINAGE LINES 1. GENERAL: ALL EROSION AND SEDIMENT CONTROL MEASURES V1ALL BE CHECKED FOR STABILITY AND RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS V1ALL BE MADE IMM -CLEARING/DISTURBED LIMITS 2. TEMPORARY BASINS: INSPECT BASINS WEEKLY AND AFTER EACH SIGNIFICANT (0.5 IN OR GREATER) SEDIMENT WHEN APPROXIMATELY ONE HALF OF THE SEDIMENT BASIN VOLUME HAS BEEN FILLED. HO LADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED.
' 1 ~ / + 4 \ c EATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
G?r ~ , ~ i~ 3 j.~. / ` F ~ ~ J ~ LLED. HOWEVER, THE MINIMUM VOLUME REQUIREMENT MUST
O L . ~a - , ~ r , (f ~ _ i ~ 7 } - UNOERDRAIN PIPING ALWAYS BE MET. CHECK THE SEDIMENT BASINS DESIGN CALCULATIONS FOR THE BASIN CLEANOUT. FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL N -SILT FENCE TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. ANOUT. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET
I f :ti.. ,..1 1 , O f V ~ ~ r i { i ~ , ~TN N N ~T CE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
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