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PHASE 1 PROTECTED AREA = 43.18 AC 1 ~ ~ ~ ~ • ' ~t 6! _ _ _ _ _ _ HIGH DENSITY OPTION ~ ` ~ ~ ~ ~ \ ~ - _ ' ' / 2\ N/F N ~
MAX. IMP RVIOUS % (CRITICAL) = 50`/. ~ ~ ~ ~ ~ - w E ~ ` ~ ~ ~~~w~=~ W . E . H AR T I S AND WIFE , Z w TORY DRIVE - 50'RNV / ~ HAZEL HORNE HARTIS w ~ ~
~ ~ • ~ , ~r'~ ~~~:•.~40 WW -TORY DRIVE 50 WW MAX. IMP RVIOUS % (PROTECTED) = 70/. ~ .w~, , ~ ~ ~ 1/v ~ 7~`'''~-==-~ - ....._..__..m_...~....__._._...._...~_mm~ ._......_„~,.,~.~.~,,,._e.~~..,. 1 / 10437 HARWOOD COVE CT U L. ~
DESIGN IMPERVIOUS % (ENTIRE PHASE 1) = 40/. r r - _ ~ f1 u ~ v ~ ~ ~ ~ ~ ~ F r ~ ~ ~ tt ~ ~ ~ MAX. I N IMP RVI = 51. A 4 % = 0.61 AC ` ~ ~ I I I i I ~ s. / ti CHARLOTTE, NC 28214
DES G E OUS 53 C x 0 2 I, v / , F€1 , ~ / i} ~ .e ,r IMPERVIOUS ROAD CURB SIDEWALK = 5.6 AC ~ ~ ~ \ ~ , ; ~ I ~ , ~ I `~~ti y:'~- . ~ OB 3644 P ~ ~ t ,,4, b~ G 955
~ TOTAL ~ OF LOTS = 189 ~ ~ t< ~ r ill ' I ~ ` I a / ~ ~ l i ~ I I ~ I 1. I ~ ~ , ~ ~ PARCEL ID#03117117 w I ~ s~, ~ ,@ it`s / ~
ALLOWABLE IMPERVIOUS AREA PER LOT = 3459 SF/LOT v ~ ~t,, ;tF;~ ~ \ ~ ~ , h ~j :;w ~ ~ ,
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CHARLOTTE, NC 28209 / u,~. / / ~ / r ~ ~ ~ ~I~t 10301 HARWOOD LN ~
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/ ' ; ~ ~.r y t ° ~ ~ ~ ~ ' ti - _ /f \ ~ ~ ~ _ TEMPORARY SEDIMENT BASINS WERE SIZED FOR THE LARGEST .I ~
~ rt ~ l.1 /`fJ s,,,„~`T'--r--/ ~ r,. ~t ~ ~~6;' i a ° "~l: ' ,,11gg~~ ' ~ ,f: % ~ ' DRNNAGE AREA RESULTING FROM EXISTING &/OR PROPOSED GRADES. O
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- ~"P,,'1 P /'r r; / \~f ~ ! 1`~ f~\ v \ ~~1' i l~ / J ~ : I 1Y~,4M ' t j( 1 \ ~ CONTRACTOR IS TO DIRECT WATER INTO SEDIMENT BASINS DURING ALL / PHASES OF CONSTRUCTION. ~
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CONSTRUCTION SEQUENCE 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINAL { EROSION CONTROL NOTES T TO FINAL GRADE. SEEDBED PREPARATION NOTES: ~ n
" i TAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRI i. SURFACE WATER CONTROL', MEASURES TO BE INSTALLED ACCORDING L BE CONSTRUCTED IN
i, ALL "STD. NUMBERS REFER TO THE CHARLOTTE/MECKLENBURG LANO OB MANUAL. OF CHARLOTTE ENGINEERING DEPARTMENT. ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONT :DIMENT CONTROL PLANNING TO PLAN
DEVELOPMENT STANDARDS AND OESIGN MANUAL, US DEPT. OF AGRICULTURE, US SO I N RVATION 0 .TURF, US SO L CO SE
2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH EROSION SERVICE, CITY OF CHARLOTTE EROSION CONTROL ORDIN~ 2, TOTAL DISTURBED AREA 45.38 AC SHALL BE RIPPED AND SPREAD WITH AVAILABLE ~ ~ Z VTROL ORDINANCE, AND THE 2. AREAS TO BE SEEDED Pb " ; a ~ (ENT, TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4 TO Q m z ~
CONTROL INSPECTOR OF THE CITY ENGINEERING DEPARTMENT (PH. 336-4528) CITY OF CHARLOTTE ENGINEERING DEPARTMENT, 6" DEEP. ~ W ~ Z w
3.a. GRADING & CONSTRUCTION ACTIVITIES ARE TO BE PHASED SUCH THAT TO OiSCUSS EROSION CONTROL MEASURES, FAILURE TO SCHEDULE SUCH 2 U ~wi 3 ~ VD CONTINUOUSLY MAINTAIN ALL ~ ~ W a o ~ _
MAXIMiZED AND REMAIN IN PLACE FOR AS LONG CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A 9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUO) THE SEDIMENT BASINS ARE TION IT IS THE RESPONSIBILITY OF THE VIOLATION OF CHAPTER 16 OF THE CITY CODE AND IS SUBJECT TO FINE. EROSION CONTROL DEVICES AND STRUCTURES TO MIN1M1 ES TO MINIMIZE EROSION. THE 3. LOOSE ROCKS, ROOTS AN~ OTHER OBSTRUCTIONS SHALL BE REMOUED a ~ U ~ d o ~
AS POSSIBLE. DURING CONSTRUC , TALL ADDITIONAL DIVERSIONS AS NECESSARY T4 CONVEY CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THI CONTRACTOR TO INS ACT WITH THE CITY OF FROM THE SURFACE SO T AT THEY WILL NOT INTERFERE WITH ESTABLISH-
IN , 3. INSTALL SEDIMENT TRAPS, DIVERSION DITCHES, SILT FENCE, INLET PROTECTION, CHARLOTTE EROSION INSPECTOR SO THAT PERIODIC INS ALL POSSIBLE RUNOFF INTO THE BAS S 'ERiODiC INSPECTIONS CAN BE MENT AND MAINTENANCE F VEGETATION. SURFACE FOR FINAL SEEDBED ~o,,~
IN i TO BE REMOVED TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION b. NO SEDIMENT BAS S ONSTRUCTION. PREPARATION, AT FINISHIGRADES SHOWN, SHALL BE REASONABLY SMOOTH ~ 'y : ~ AND UNIFORM. ,•~ti ~ b~
UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED AND THE AS NECESSARY TO INSTALL THESE DEVICES. A TIN AS ~ o~ b • JT DRAINAGE BASINS C G
IVEN HIS APPROVAL. 10. ALL SEDIMENT DEPOSITED IN PERMANENT DRAINAGE INSPECTOR HAS G 4. CALL 336-2291 FOR ON-SITE INSPECTION BY ENGINEERING INSPECTOR. SEDIMENT TRAPS DURING CONSTRUCTION MUST BE REMO UST BE REMOVED BEFORE 3. I F NO S01 L TEST I S TAK N, FERTILIZER AND L 1 ME TO BE ACCORDING TO ~ : ~ Z = ~
4 ANY EXISTING STRUCTURES ARE TO BE DEMOLISHED AND DISPOSED OF WHEN APPROVED, ENGINEERING INSPECTOR ISSUES THE GRADING PERMIT. NORMAL OPERATION OF BASINS. SEEDING SPECIFICATION , ON PLAN. N s
ACCORDING TO MECKLENBURG COUNTY STANDARDS AND SPECIFICATIONS. BEGIN CLEARING AND GRUBBING AFTER PERMIT ISSUANCE. ~ b': T IS TAKEN ~ROVIDE LIME AND FERTILIZER ACCORDING TO 'sd ~ 5. IF SOIL TES ,~0
SOIL TEST REPORT.
5. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCE, SEDIMENT BASINS, 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
AND TEMPORARY DIVERSION DITCHES PRIOR TO CLEARING OPERATIONS. DURING CUT/FILL OPERATIONS, THE CONTRACTOR SHALL RE-ESTABLISH DEVICES AS 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH 6. LIME AND FERT 1 L I ZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH
REQUIRED. ALL CONTROL DEVICES SHALL BE IN PLACE AT THE ENO OF EACH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE THE SOIL DURING SEEDBEp PREPARATION.
WORKDAY. OF EROSION CONTROL MEASURES.lA MEETING SHOULD OCCUR BEFORE SEEDING SPECIFICATIONS:
SEDIMENT TRAPS ARE REMOVED.)
6. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. GRASS KENTUCK FESCUE #31 80 LB/AC (MAR. THRU OCT,)
{ADD 30LB/AC RYE RAIN TO THE PRESCRIBED FESCUE -NOV. THRU FEB.) ~
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS 10-10-10 1000 LB/AC `i W FERTILIZER ~ ~
A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS 0-20-0 ' 509LB/AC ~ o LIME ' 2T/AC z Q ~
SUBJECT TO A FINE. MULCH SMALL GI~A I N 1 <T/AC o ~
EMULSIFIED TACK 225 GAL/AC
8. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL PERMANENT aASIN No.2 sHALL , I w w ~ ~ a
ORDINANCE AND IS SUBJECT TO A FINE. BE USED AS SEDIMENT TRAP \ ' I 0 I W
DURING CONSTRUCTION ~ f' r'/~ N zr f ( ~ ~ ~ I w
NT TEMPORARY . ~s~E eRwINC ANO DRNN~GE- 'v ~ ~ ` ~ ` . 9. STABILIZATION IS THE BEST FORM OF EROSION CO ROL, ' ~ ' ; , q ` ` - - ~ \ ~ t PLAN FOR POND Gf2ADING). ~ ~ ~ v ~ , ~ t ~ ~ ~ ~ / ?
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED - ~ - _ ~ , A T F THE - _ _ ° INt!ERT 629.b t ` ~ ~ ~ . ~ s , AREAS AND ESPECIALLY WHEN SPECIFICALLY REQU 1 RED AS P R 0 ~ ~ ~ /
` _ ~ _ .RISER, CREST 636.7 ~ t ~ ~ \ ' \ t\ X~`'~ I P AN. ALL GRADED SLOPES MUST A~~~ ~ . ~ , ; ~ , ' ~ CONSTRUCTION SEQUENCE SHOWN ON THE L - ~ , , , r- TOQ.dF QAM`; 641.0 ~ \v ~ ~ . \ ~ k' X ~ h1 ~ ~ ~ \ ~ ~ Q a
WITHIN 15 DAYS OF COMPLETION Of GRAD 1 NG. _ . y 4~. - ; - - ~ ~ , \ ~ s BE SEEDED AND MULCHED _ ~ ~ - R~QIRED~, 6ltAf~`,- 5$80 ';CF ~ ~ ~ , 1. ` o
H D W I TH IN 30 DAYS. a ` ~ ~ ~ k~' ALL REMAINING AREAS ARE TO BE SEEDED AND MULC E -PRVauDED s RA~ 675 CF ~ a m a~~ n . ~ ~ _ ` \
v f - sir + r , \ ~ ~ ti TA I I USING NORTH _ 1 ~ ` / ; ~ - - y 1 10. ALL SLOPES MEASURING 3:1 OR STEEPER ARE TO BE S B L ZED
N EROS) ON CONTROL MAT (OR APPROVED EQUAU. ALL ~ , ~ , r .n ~ a ,y~ ~ ~ _ , AMERICAN GREEN S75B - ~ ,rte 6
I NSTALLEO PER MANUFACTURER SPEC I F )CAT I DNS. - ~ . - SEDIMENT `TRAP 5 ; ` ' ' - " EROSION CO _ t _ ~ NTROL MAT IS TO BE _ r4STD. N~3b..Op) ~ I k ~ ~ ~ r ~ ` / ~l R , N
11. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE _ SPAL1!lA~f' ~R~`sT ~ r'~ t ~ ~ y ~m ~ " ~ i PARTMENT. . l , . \ - - r r. ~ , - ~ i~ E
REQUIRED BY A REPRESENTAT i VE OF THE CITY/COUNTY ENGINEERING OE ToP F'DAlvf •.,63..5:0 ~ ~ ; ~ , l - _ ,
i _ J r / / 1 Y 12. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. ~ ~ ,rte . , ' , ?y _ .1 't ~ ti;,~, ~ , U
PROV ~Ot ~ 7 ~ ~ 1 ~ ~ 4p , ~ ~ l 1 ~ i i ~ ~ ` t ~ W l r ~ \ A ~ ~ ~ - ~ ' . ~
AN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE (SEE ERbSlt~t`CONl~NOj~ ~~;;,i , ; , ; , / ~ , - ~ 13. A GRADING PL ~ , ~ ~ i e-~ kr : / A IN PLAN. ~ ~,1 ; :I~ J ~ 1 r , ~ , _ ~ ( \
ACRE WHICH WAS NOT INCLUDED iN A PREVIOUSLY APPROVED GR 0 G _ . ; , ; ~ ; ~ Ty,~,t ~ ~ 4 t~ ,rte` 'a ti~ ~ 1 1 ! i 1r ~ ~ ~ J
HALL BE CONSTRUCTED I N ACCORDANCE ~ r'` ` ~ ~ , ~ ~ , : ~ > a~._ 14, ALL SEDIMENT & EROSION CONTROL DEVICES S ~,.i ~
HARLOTTE-MECKLENBURG LAND DEVELOPMENT ~ ~ , WITH THE GUIDELINES SET FORTH iN THE C \ ~ .t ~ ~ , \ ~ '
; S , yr ~ # , ~ ~ ~i~ 1, l`i' / i A~
~ ~ _ i _ > , it Y 7 ' r 's, ,,;3' r r r E, 1 ~ ~ ~r ~ 7 J' the , ~ r ~ _ _ t Ir ~ ~ \ ` ` ~ ~ ~i-' ' _ ~ to ~V ~ ~ ~ ~ ~ A \ ~ ? _ ~ t0
r r t ~ ` yam-""i ~ I rL sT~. ~ _ tel. ~ ~ V ~ N
ti w . ~ - . ~
e a f ~ 8 ~ ; , \ 1 j r " ~ c` y~ ~ f 'y i~ ~ . 041` i` / } j `I i'`•- , ~ t ~ V -
~ w. .bt. 1, ~ ~ t \ ~ ~ 1 ~ / F 't i gg I i { ; ~ ~ t r~4,.i`~i 4~' ~ ~ ~ f ~5 3~ ~ it ,4 ~ c - d ~ ' ~ ~ ~ A,- ',,r i i Pp4 "t"om ~ ~ •:ti \ ~ w U N ~ ~ a R i i ~ ^ ~ . ~ ~ , , , ; LL . ~ ~ ,
, it`. i - s ~ _T" - } + t t~ S~~"e~ t,.~ ~kr T•'V~, b ~i , p, s - ~ / `f • r -w~ `
a ; ~ ~ , . ~ ~ ~ ' O't;'_ ~ ~ , ~ ~ ,1.,,~„~ ~ f~ ~ ~ ~ a~-+ f ~5~ ~-r
, E,~....u- - . ~ i ~ 1 r ~ ~ \ , ~ ~ . n~ _ A ~V,. . ,.a i ~ J , • ; ~ a ~ _ ~ ~ f ,'mac a~qi, ~ / `y.x~ .•Y, ~ r
r „A , } y ~ ~ ~ ~ . L-
r , , , ' d 1 7 . / s F I !
i ° f , o ~ ' ~ I ENT TRAP ~ 4 ,'1 ` ~ `r, ~ A < ~ ~ ~ ~ ' SEd1M6'~i,IT, i~~AP 3 , ~ SED.M a ~ , a ' ~ . , ~ r' r ~ ~ % . ~a.~ ~ ''~4U ~ ~ „ "a, i ~
~ ~ rT . N 36.02) ` ti. ~ 1 ~ (~TDk obi ~ ~ ~ , - .F ~ ; _ , i / ~ ; ~
INV T 68:4 / I s : ~ ; \ \ . ~ ~i,' 4fl.0 , ~ , SRILLV~AY? CREST 627.0. r 1 v ~ A E ~ ,f , • l
$~ILIWAY' CRE,S7 ~ - _ - j ~ I' i ~ s. ~ TOP OF DAN' 6 .0 ~ ~ ~ ~ . i TOR_OF, bAM 7 f ,
;SPILL AYE WJDTN ' 1 ~ % \ ~ I .SPI~.LWAY'~~QiT ; • 10. ~ W - ~ ~ r 1 , t : / ' i , of ,P yHJ' Ott ~ ~ i Y t 1 CF E ~ h~~~- . ' c i' ~ i, r ~ _ Z
STOR `.48 4,`CF ~ REQUIRED STORAGE 119 6 ~ ~ ' , a~ ~ RE-Qt11RED i~GE a + : , ~ \ i ~ € , f. r~ I TORAGE . 1,4135 CF' s ~ ,s~~ ~ ~`a ~ r' _ ~ F~ P~ou ~E~ s ; ~.l ' 'PROVIDED,,-STORAGE C ' ~ . ~ . i ~ t # ~ ~ i f - x °~~`~r'' ~%"7 i l.. 1 \ r `I y i , 2 /
_ ; 5101 C TRO 'NOTE 3) ~ r ~ ~ ~ ~ ~ 1 i;, us f~UTE" 1 ~ '`t'S~E`'t~4 ~ ~ n~ ~ fia o t (SEE,.ERISSION CON'Ti~01. , f' s r . ~ f , ~ , } I ~ r,1.,.,,°Ai..., ' ` I ' r' ' Vim. ~ N
- r , ~ , ~ , _ 4 v.
: ~ ~ ~ - e ~ .1 - !4 Af
~ ~ f ; ( t( ~S, 1 1~ ~ ~ ~ ~ :fir r^~ ~ r ~ ems. 7;. ~ ~a
, , • , . i , 'l ~ r ~~:~..~f , ~ , 3 : I ~ ~ ~ LEGEND
' / C..i- to°' r i ! ~ / ~ r \ 1. ~ - l` ~i ~ t~7 ' ~ _ 1 ~'r ~ ~ I i ~ . '1 11~, ,'A ; ~``\V V ' ~ f i 1 . t t /.Fly, t / ~ A . ~ ~ ~r ~ ;i~ 1 ~ n:,J~ is
. ~ r'i', i ~ ~ ` / `a ~ ~ ~ /R~ X ` i ~ \ f t ~ f r'~ JA'. ~ 'V ~ ~ `i, ~ r ~ ( u,. ~ ~ ~
r ~ , s . v f"° - ~ f ~ 1 ~ ~ I ~ ~ - - - - - DRAINAGE AREA BOUNDARY , , ,p: I ,~r; ~ ~ ~ 1
t , V / r - ~ 8j l ~ r • ~ ~ ~ - tl t ~ .~_~r fly' ~.,;°'Y'~ ~'s/Y ~ , A,. `J'~' ~ ? /'/ray r - ,n ` r r ~ "l~ ~`i J ~ ~ ~ ~ f ~ ~ ~ ~
/ R, ' , - - r ~ is v~ ~ ~.fj'a~ i ~ Y \ R ~ i ' 1 - 1 ~f ; ~ ~ ; ~ , . , t ~ ~ , - X ~ ORANGE FABRIC FENCING ~
i ~ 1 i ! ~ ~t i~ / j ~ ~ - , / , I ~ , ~ ~ f ' ' ~ - ~ ~ TD ~ ~ TEMPORARY CLEAN WATER DITCH
` /f ~ 1 `1 ,+s.~,. l ! 1 v'. . j i tr JAA~ i t"~.M' f / ~ 1 3 i , E € : ~ ~ r `may, / / ~Y r'. iV " ~"Y,... ,p'~p y ~ it ~ ~ ~ -r,~pi ~ V V ~R. i r..~_. , w, ' ~ r ~ , ~ , . (STABILIZE IMMEDIATELY)
, ~ , , _ - _ r
r ~ ~ ~ ~ - f 111.. M~` ~ ~ i ~ ;4 v Z M .f ~ - / E- I i
/ ! I. 's, % ; -t--;~~-" " ~ ~ ~ SEDIMENT CONTROL FENCE W I~' t .,-r,- f C~ ~
- f. ~iy ;z ? _ x I ,1 ,~J ~ •~t~ , , 1
! ~ , ~ ~ ~ I ~ ~ ~ ~ ~ ~ ; ~ ~ f ~ ~ ` ` ~P STONE INLET SEDIMENT TRAP ~ ~ r i E t . ~ ~ l l 1 z ,
t I ~ n, i .,_,N 1 / i ~ ~ ~ I ~t t - ~ ? ! w. ~ i i ' ~ TSD ~ ; r~.,; ~ ~ , ; ; ~ - TEMPORARY SILT DITCH ~ W
I ~ ~ _r ~ J
~j I .k'' ' - 1 ~ i ~~+t. / ~ ' ' ~'I + I ~ TEMPORARY PIPE (8 HDPE)
. r ~ _ ` t ,r / ~ , j STABILIZED CONSTRUCTION ENTRANCE _ ~ 1 ,'~r L
r ~ ~ ~ tr ~J i J
~ , • I t , ~ ~ , ~ Z I ~ r-;,. < ; ~ ~-~6-~-- LIMITS OF CONSTRUCTION
f ~ //~1 ~ f a /irk, j /'%1 t` . ~ l ~ : i~ ~ j~ ~ ~r
t t - t ~ ~ ~ t = t, Z ll.r~` ~ I ~ ~ ~ ~ ; • ! ) 65Q EXISTING CONTOURS -......t` ~ I % ~ sir ~ ~ ~ ~ ~ • r ~ ~ ~ f': /
r i ~ ~ - iii , i >h ~ f/t ~ r ~ / F.A 1 / i d . ' t J~;
' d x' / " yr i 1 l s k~~! ~ ~ ' 1 , 1 ~ ~ lit ~ , -65Q- r : ~ ! ~ ~ ; ~ ~G ; l ' ; ; l ~ , PROPOSED CONTOURS I i ~ ~ i j
~ r ~ .w~ ~ r t J mom. / P AP
~ d' ~ 4 „>9 ~ , - / / lr, a:, J ~ W ,i + ir.~ 1 a~'r"" n, i~ ~ i gyn. _ , 7 d rat ~ , : , & r; R RI RAP RON j I % r
~ ~ / a r P l ~ ~ ~ i 1 TEMPORARY SLOPE DRAIN
J ` r` ~r~ 3 1~ i ~ y l 1, ~ 1 ` i r f ~ C.~;.x' ` i h° r' ~,l' r k' y ' 1 ~ i • ~ r,
F . t / r _ r xi ~ ~~a('t''~.`;~ °"r` s /f'~' ~ ~ ~k!~ _;,.r~ 1 ~ r° r ~,a„~~-,, tt f~i - : ! ~ , ' tr' " _ v ~ ~ ~i. ~ ~ / ~ , - J ~ ~ TEMPORARY ROCK CHECK DAM
t N ij ~ ~ ~ ' w ~ d r A ~ 9~ t i ! N iy tie I ~ h ' 1 7` t ) ~ ~ ( ' ~ r W ~ p ~ ~ I
r ; \ .i' .i i ~ :`a~ ~Y. Irr-, r/ 1 i 'a'''.. `y ' ~1 ~ 1 ~ ~ t 1: ~ ~ _ cC X \ ^ `P° r s` ° , . t \'l' !r. %l ~i ~ L7 •,1 ~ E.. r ! °"r ' I f ~ 1 - w ~ j ~ r ~ I 1 ~ ; a y ~ ~ ~ ~ ~ ~ , , 1 GRAVEL & RIP RAP SEDIMENT BASIN << 1. R ~ ~ ~ ~ ~ , t'
7 . ' - .f - - i t ~ r' r r' i} ~ ,.F....._..., q /J`rJ,' ~l\ 1~. 1 Ii t., v~ f \ ,
. ,sf t a. _ y., .,M a , J \ f- t ~ - ~ 1 ~ . r ! . i ~ ~ ~ ~ 1 1 ~ V) N
r d' r l ~
/ ~ ~ r ,
~ ~ ~ w^ a A x ~ n o ~ " ~ T
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t
.;i~ ASE GRAPHIC
- 60 SCALE- T'
Az,

b a ~ ~ y ~ y Q z a e-
~ ~ ~
W (6' MIN.) ° ~ O y~ 0 00
F_-QW m ~
TOP OF BERM 2' MIN. 1' FREEBOARD (MIN.) i
w
DESIGN HIGH WATER 1' MIN. ~ z F
SPILLWAY CREST GENERAL NOTES z m z ~
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF SEDIMENT STORAGE 1'MAX. THE POOL AREA SHALL BE CLEARED. ~ ~ W STRIPPED OF ANY VEGETATION AND ROOT MAT. z Y w w z lJJ
~ v W 4 0 Q =
MAXIMUM LEVEL OF SEDIMENT CLEAN OUT `,)TAKE 12" "5 WASHED STONE 2 8' M~• 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR C o ~ ~ ~ a o Cn )F ROOTS OR OTHER WOODY VEGETATION AS WELL OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
COLLECTED (CLEAN BASIN OUT H ~ 1 AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABL WHEN THIS LEVEL REACHED) Z BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTE 1G CONSTRUCTED. SPILLWAYS SHOULD NOT BE '"'o,~~
CONSTRUCTED THROUGH FILL SECTIONS. Z/2 s " yb,, ,
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMEN ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED ~ O~ P b c9 ' ~
TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL >EDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH FILL SLOPE ~ 4, ~ M • ~ ~
A MANNER THAT IT WILL NOT ERODE. RIP RAP
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS P ~ SECTION THROUGH BASIN AND FILTER 5. CONSTRUCTION OPERATION SHALL BE CARRI OUT IN H N R THA~ 41RS MADE AS NECESSARY. ;y~, N~~'y: ~
p~ 6 ED SUC A MAN E b ~ A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. P,~a~
SIN (SEE STD. N0. 30.03 FOR GENERAL NOTES) 6. ALL CUT AND FILL SLOPES SHALL BE 2~1OR FLATTER. 2' MIN nui•'~
F 7. IF SEDIMENT BASIN IS IN USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABILIZED. COMPACTED BERM
COW 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES C JE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE NIN/SH GR ATUR~ ~E
PROVIDED THE MINIMUM 1 STORAGE VOLUME REQUIREMENT IS MET. THE BASIN x ET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE OUND
/ ~ FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE E ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
OW ~ SILT FENCE F~ ~ x 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDEI dE PER DENUDED ACRE. RECOMMENDED STORAGE IS 1800 CUBIC
3 FEET OF STORAGE PER ACRE OF DRAINAGE AREA. ~ ~ ~ CARRY RIP RAP UP L (10' MIN.) CLASS 1 OR 2 N
3 ~ X SIDES OF SPILLWAY-~ RIP RAP 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 RIP RAP APRON ~ IASED ON A 10 YEAR STORM. - m z Y w
EARTH ~ " x 11. WHENEVER TOPOGRAPHY ALL WS TH A I BERM 0 E B S N LENGTH SHOULD BE TWICE (2X BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES NApU Q ~
6 SEE BASIN SECTION ABOVE SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWh LESS THAN TWICE THE WIDTH. WIDTH AND Rq(G cn ~ ~ DEPTH TO BE DESIGNED RDUND z ¢ U
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOVu OTC SHOWING THE HALF FULL) CLEANOUT POINT OF THE BASIN. er o~ , VS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED BY ENGINEER (P MIN) ~ fn U
ray W w
~c "5 WASHED STONE 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS `DIMENT BASINS. ~ a
~x~x/ H 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS REFER TO TH N RTH CAROL SILT FENCE E 0 HEALTH. AND NATURAL RESOURCES EROSION AND SEDIMENT CONTROL PLANNII E NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, NOTE m ONTROL PLANNING AND DESIGN MANUAL.
RIP RAP APRON TO CONTINUE - > 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1Y. w
TO LIMITS OF DISTURBED AREA
w o Q
X (7' MIND O m 0
Z ~ N M a~~ n
ELEVATION OF BERM AND FILTER
DATA BLOCK N O
SEDIMENT SEDIMENT BASIN NO. X L H Z W STORAGE STORAGE N
REQUIRED PROVIDED N
3 7' 10' S' 4' 10' 6840 1CF17181 (CF) ' U
4 11' 14' 5' 4' 10' 5580 (CF) 5673 (CF) UZ
~ ~W
~o
J
REVISIONS REVISIONS `r~ V / ~ _ d Q REVISIONS ~ _
NO. DATE DESCRIPTION NO. DATE DESCRIPTION U NO. DATE DESCRIPTION ,1..~
L- o
Q~ ~
APPROVED DATE N APPROVED DATE APPROVED DATE ~ u w
z QF w ~ _
CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG ~ L ~
STD. N0. LAND DEVELOPEMENT GRAVEL AND RIP RAP SEDIMENT BASIN LAND DEVELOPEMENT N A N T CHARLOTTE - MECKLENBURG ~ ~ STD. N0. STD. N ~
30.02 GE ER L O ES STANDARDS STANDARDS - LA~JD DEVELOPEMENT O• ~L NOTES SEDIMENT BASINS TEMPORARY SILT DITCH 30.03 30.05
STANDARDS +r W 4- ~
t6 ~
LN GENERAL NOTES:
~~~~s~a~°~ man ~o „oo Uz O o 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS ~ ~
~ ~ ~ WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE. TRAP. ~
° ~ 0 WOOD STAKES 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE. ~ _
3. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY ~ OR HIS AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY. ~
a ~ Z 4. CONSTRUCTION OPERATIDNS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
I EROSION AND WATER POLLUTION ARE MINIMIZED. o
a e b s I 5. THE SEDIMENT TRAP SHALL BE R M V N E 0 ED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
100' MIN. c
PUBLIC STREET ~o o 6. ON LARGER DRAINAGE AREAS R[P RAP MAY BE REQUIRED UNDER THE WASHE6 STONE.
~ ~o
~ oo EXISTING GROUND .p
Z ~p o~ 0~ otlJOO A°~ Qv cj~p°DOy~ °wUVp eAOO~ o0v-p gOOe ~ SOIL STABILIZATION FABRIC ooa$ oo°°
UNO~ER #5 WASHED STONE #5 WASHED STONE J
100` MIN.
f
W
wool #5 WASHED STONE WOOD STAKES 0
w (1/4" TO 1/2" GRID OPENING) /
w z ~ ~ ~ WIRE ~ °o e ° ; • °°°Wo eO eO WIRE MESH r
CONCRETE BLOCK °°°:°;oe
U J 0 A ~ o A ~ :;°a°°
m ~ O p o o e°QO: ~ ~ 0 0 ~
a dd Cg o~ ~~0° Q ; o o e=~:e ~ Z 0 0 00
~ STORAGE AREA
o ~ a Oo~
aCb ~ ° o ° °°°°e i0e° •'0a°0°0a~o°;
NOTES: J ~
1. A STABILIZED ENTRANCE PAD OF #5 WASHI_D STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~ • z ~ a
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. CATCH BASIN
R N T NE MAY BE USED AS A BASE F R T T 12" 2. FILTER FABRIC OR COMPACTED CRUSHER U S 0 0 HE CONS RUCTION ENTRANCE. ••a DROP INLET
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT •~a WITH GRATE
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED) DROPPED WASHED, OR TRACKED ONTO PUBLIC STREETS MUST 8E REMOVED IMMEDIATELY. W PLAN VIEW
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE [N AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. N0. 30.116.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. #5 WASHED STONE z_
7. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 8 10.25) TO F ~ ~
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY [S ON A THOROUGHFARE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTI( FLOWS ARE EXPECTED AND WHERE LET PROTECTION IS APPLfCABLE WHERE HEAVY ZOw ~ ~ ~ c ~ D AND WHERE OVERFLOW CAPACITY IS ~ ~ N ° o
NECESSARY TO PREVENT EXCESSIVE TR T R 12" MIN. N I ENT EXCESSIVE PONDING AROUND THE S UC U E
'il o° nK, ~'N°~"'~
dZa-.
s x ~°o
2
r . s
REVISIONS REVISIONS H W, REVISIONS
NO. DATE DESCRIPTION NO. DATE DESCRIPTION NO. DATE DESCRIPTION
rr"1 W SECTION A-A
APPROVED DATE APPROVED DATE APPROVED DATE .E
CHARLOTTE - MECKLENBURG CHARLOTTE - MECKLENBURG V~ w CHARLOTTE - MECKLENBURG
STD. N0. BLOCK AND LAND DEVELOPEMENT STABILIZED CONSTRUCTION ENTRANCE LAND DEVELOPEMENT 3LOCK AND GRAVEL STD. 0. STD. N0. LAND DEVELOPEMENT STONE INLET SEDIMENT TRAP
30.11A STONE INLET SE STANDARDS STANDARDS INLET SEDIMENT FILTER 30.07 STANDARDS 30.08
H