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�• I I `\ \ /` �� 'TEMPORARY SKIMMER �\ ` `\ \- _/' Ei�) ,' /- - J `�' \ \ \\ \\ \` \ 'ylk /"i •/� -- EPTH=18• \ \ I I I q1 (0.3)(7.31N HR)(1.6AC.)= .5CFS \ \ \ `, \ \ \\ `\ \, I 1 I
/\/\\ DA='13 _-_` \\ \\ \\ SURFACE PROVIDFb=137S,�F � \ \ ^\\ \\ 56" I` \\ `♦\\ f',p.r/ ` I I ) ) VO REWD=1,8000E/1AC•(1.4A=f520C�\� \-' \- -`\ ♦,\ \ `\ \ ` \ I
L P D 2829 F Y s T. \ ♦ \ \ \ / - I \ \ I I FACF� AREA REQb 325SF CFS 3 5CFS 138SF . -_- \ \ ♦ \ \ \ 1
I 1 \ZOTAL: DRAI E M-1.7AC. \ \ \ \ / \ \ \ \ 1 I / (• )-� - \ ♦ I
J \ /a \ \ ' WEIR W mo-}Na__ \-- __—'' - / / 1 ( /
I I1 �/_ \ \\ Q1a=(9,)(�. 7AT 3. \ `� _ \ \ \ \ ` I I I T P L=70', TOp W=2 ', D=3' \ \ \\ \ \ \ \ I
/ L •:•t% \ 'YQI. REQ' 800CF/AC•(1.SAC =27000E _\ \ \ •` r� rS�MME 1.5•/- , -\ \ �i _� \ I I / / :1 SI E SLppES - DAY STABILIZAnQN TIME_- . \ \ \ `♦ \ \ \ \ 1 /
I 1 ZJ 1 48 y /:-'>`.;:?' ` \`�_ SURF AREA-REQ'L=.i255E[� 3.7CFS)=1203SP, ♦ \ \ -' SKIM R O -XIME. WMETEf�jO'' ` _ y \ \ \ /+ \\ \ ' I I / / E'E AA \ \ __ _ `. \ \\ \ \ \ \ \ \ \ I.
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!� I =55', TOP W=25', D=3' �_ \ \\ \�__
` n- 1 ! _ . _ \ \ \ V \ I I ' % r - - -�` \ \ ` \ \ \ 1
� 3' � ,.,• �:, ^'• \ \ .B ATERING E 2.9 . \
\ 2:1 IDESLDpES - 7 DAY ST IUZAnON TIME \ \ \ \ ___a o TSB�1/ - \' ♦ ' - ``- _ `, `\ `\ `�/ 43 - `�B - - \ j I I / I I L PRf�ADED 54_CF I \\ \ \ \\ \ \ \ \ \ \ \. 1 I
p ® / •: .. � � \ � RF E AREA ROVIDED=fY5QSE_-- '� � \ ♦ \ \ \
, 1-\ \ ? ��\ 1 1 I 1 1 \ R WIDTN.4� ------ -\ \ \ \\ \ \ ` I
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\ \a X P I SU E AREA PROVIDED F \ \ m \\� , \ \\ I \ J 1 \ I I 1 \ SKI SIZE: 1:5"�_-- _ '\ \ \\ \ ` `\ `ir \ 1
1 \ :/ % \J\- T P CTION 4 I \�•'pj(K�NAADED=2829CF \\ ♦\ \ I , _ --- \ \\ \ _.-, - � D V -_ --_ _ \, I I I ( \ \ \ SKIMMER DIAMETER=1.0• - `. `\ \ \ \ \ \ \\ \\ \\I 1\\ . 1 I' I
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/ DA=D.7 \ \ ` `__ - - M ♦ \ • `__-_--- - I I 1 \ NOTE OZSBii-_------ - ♦ \ \ \ \ \ \\ \ 1 \ �- \ 1 I , 1 j 1 /` `\ Q10=2. s \ SKIM ER S13E'.'0.5; \♦ ♦\ \� I I _- 1 `\ - \Y�. 1� \ L 59.\ `\ , i \ -,F - `. ��`. \ ` `\ \ \ ` \ ` \ \\\\\ \ -I -I-r- -- __--s-_
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\ VTfull=8.tcf DEWTERIG .3DAYS \ w - ---- - 5�' \ \--�\-v"� 44 `\ \\ \ \\ _--__ -- - `\ \\ \ \ \ \ \\ \ \ \ �.\ \ I I I I / 1 /
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P3/ AS SHOWN' \ O . 39 _ _ DA=o. c / - \♦ \ --� r .�' m•a -\ � \ -- \ ---- � \ \ \ \ 1 I I I I) I rl I /
V1o=6.8f \ \ \ L=4XDO-�R` `\ _ 41 _m Fiefr- i 34 OUTLET PR ON 5 �- - {�,+' ♦\ - IATEM*'F --- �\ .\ \\ \ \\ \\ \ 1 /
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VfaE`- .Dips `�\ \ J \ =18' - .J'� \\ V10= lfps O DA=O. ac \ `\ 60 ♦ \\ ` I. -�(EXC�-�--- `\ `\ \\ `\ \\ \ \ `\ \\ 1 I I I I I I l l / / /
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_ I I I I I l /
272 ZONE-1 OURET PROTECTION - \ \ 115 I " 1
- - \ \ /
_ 'W2-1.2 1-s --__ y - Qfulf=11.ocfs - \ _ - - �� `\ \ \ \ \ 1 t I I I ' I I l l l I l /
L =CLA4XDo=6ff \ /'�\ \. 87 J ____\_--- / _ eA=1.8cfs ` \ --\ - - _--___� . \ \ \ \ \\ \ \\ \\ \\ I I , l
l.. `\ \_ Do-1 EL_.. / o.5ac \ / ♦ i',:/O �_-- . \ \ \ \ \ 1 I 1 I/ I i I I I l l l l /
D50=3• l �� J gyp, / ' \ \\\ -� C =y • ' ' `\ DO=1.5 \ \ � V1 6f `\ `. `\ \\ `\ \ \ \\ \ \\ \ ) I i, , I I 1 1 I l l i
I /�y / ` WW la=4 Do=6R ` ZONE=1 \ c•`"°s . a / _ \ \ \ \ \ \ 1 1 I I I I 1 1 I I l I
DEPTH=12• , Y�1�\� \ S • • \ a I I - ' ' LASS=A 1 Qful�Ocfs / ` Z / ,/. _-- 6 \ - `\ \ `\ \ 1 I 111 I I I I (I ! r r
W7=4.5 , S �-v/. ��`%%''P� \ \ / _ / \ 52 c=axDO=GR \ \__ / ♦` \ `\ 6J ry /� - _\ `-_�\ ` \ \ \ ` \\ \ \ \ 1 1 I I I I I ' I I I I I I I I
' O .� \`<% / .O - ` \ icn I� U50 O I \ ! DD=1.5 \ , / `- \ \ \ \ \ \ \ \ \ \\ 1 , I I ,II I I I I I I I I I I I J
W2=1.25XW1=6' \ / \ 21 \ D50=6• \ \ \ 1 I
TEMPORARY SKIMMER BASIN 1 W BAFFLES ' J' z W1= .5 \ I ` `
DA=O.6AC. /O\. O \ ----` I L E \ \ // \`\ \ \ \ \ , \ I I I1 I .I I I (( ( /
�� \ c I ENT 23 w2= .25xW1=6' 3 DEPTH=181 CIASS=A \_- / \ \ \ \ \ 1 1 1 I , I I I I I /
TOTAL DRAINAGE MEA=2.OAC. `, _</.// ) - \ _ I. 52 / \ ��t \ \ \ \ \ \ \ 1 1 1 I I I I 1 I I 1 1 r'
53 ZONE=1 /. \ 1 I 1, I I I I I I I /
Q10=(0.3)(7.31N/HR)(2.OAC.)=4.4CFi--�'' ` // W1=a.5' I \ - \2 _-`-�\`\ \ \ 11 1 1 1 I I, I ( I I I l
/_ L=4XD0=6R 1 1 I I' I I I
_ '' <. % \ �B 25 wz=l.2sxw� s' D5o=s• ` \ / f - ` \ \ ` \ \ \ \ \ 1 1 I' III 1 I \ \ \ I
VOL REQ'D=1,8o0Cf/X-(0:8XT 1080CF ��' F/` - 1 ` 27 \ DEPTH=18• \ ` - ` \ \ \ \ \ \ I 1 , I I I V \ \ I I \ I \ \ \ \ \ \ \ /
/ S ' \ - O \ \ \ �// /// PERMAIIE RAP TRANSITION �F<` I \ \ \ \ \ \ \ \ \ I I \ \ 1 I \ � l \ , \ \ \ \ \ \ (
SURFACE !lpoREQ'D=325SF/CFS•(4.4CFS)=1430SF I �� \ W1=4.5' \ \ IN ROADSIDE D H•� \ ♦ \ \ \ I 1 \ 1
\ W2=1.25xw1 ` /% \ \ \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \
TOP SIDE TOP W=30', D=2' - � /{ \ /// (4' WIDE - 10' EACH �EiF.�710N) `\ \ \ \ \ 1 1 I \ I \\ \ \ \ \ \
( ' 86 \ 29 \ p \ \ \ \ \ 1 \ 1 1 \ \, 1 \ \ \ \\ \ \ \
2:1 SIDE SLOPES - 7 DAY STABILIZATION TIME D50=6• \ \ \ \ \ \ \ \ \ \
-owHH= ♦ \ ` \ \ \ I \ \ \ \ \ \ \ \ \
FRAME TYP. •� / 18• \
SURFACE AREA PROVIDED=1500SF ,�� .� / / \ \ \ . \ \ \ 1 1 1 1 \ \ \ \JJ \\ \ \ \ \ 1
22 \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \\ \ \`\ \\ \ \ \ \ \
VOL PROVIDED=2403CF / ` ' �, / AL .� - "L ♦ \ \% 1 \ \ \ \
_ \ /""'*�
so \ \ \ 1 \ \ \ \ \ \
USE TOP SPO TO �\ ,� �\ / \ \ \ \ \ \ \ \ � \\ \ \` \ \\ 1 1 \
SKpIMME1R SIZE: 1.5• _/'' \ \ \ CREATE LANDS / 85 J �� \ g `� �"-Gro<� ?4 `\ \ \\ \` \� \ \\ \\ \` ; \\ \\ \ , \\ `\\ \ \ \ \11\\I 1 I II I1 \
BERM. SURROU IN mo,eas \ \ \, \ \\ \ \ \
SKIMMER ORIFICE DWAETER=0.75• \ \ \ SILT FENCE - / S @"-
' ` \ \\ °'° `.� 28 \\ .e_ li_ � \ / \ \ ` \ \ \ \ \ \ \ \I \ \ \ \ \ \ 1 1 1 1 1
DEWATERING TIME 2.4 DAYS _ - - p \ / a, s k \ \ }•\ \ \ \ I I 1 \
/ TEMP. SILT FENCE - / /82,s\ ,. tm (\ `" '�U'�z-'.'� \ \ \ \ \\ \ 1 \ \ \ \ \ \\ \ \\ 1 I1\\N : CLEAN BASIN WHEN 50% FULL DURING _�� '\ \ / I
CONSTRUCTION. WHEN UPSTREAM AREAS ARE STABLE AS SHOWN TYP. ``\ - \ I \ ) 1 \ TEMPORARY 9KIMMER IN 10\W BAF}lES \ \ \ \ \ \ \ \ \ 1
AGAINST EROSION AND PERMISSION HAS BEEN \ 81 1 a` ,as \ L T. M: ♦ \ �o s \` / DA=1.5AC. \ \ \ \ \ `\ `\ \ \ \ \ \ \ \,I \\ \ \ \ \ \\ 1 1 11,1,1,\,1, \\ \ , `` -
\ ) / \ \Rio-,x3us \ 30 ` �� �� I / I \TOTAL DRAINAG� AREA=4. \ \ \ \ \ \ \ \ \\ \ \\ \ \\\ � \\\ II 1111 j 11 1 1 1 1 \\ �''�`\
OBTAINED FROM NCDEQ, REMOVE TEMP. BASIN268-''' / \ \ SOIL TYP //// 1 •\`\ / �i _\ \ \`\ _ �I �I�• 533 / I\ \\ \\ `\ \ \ \ \\\\ 1 1 1 1 \ `" `
INSTALL PERMANENT GRADES AND SEED ALL I O / 37 \_ \ ` \ \ / / 165 )j10=(0.3)(7.31N HR)(4. ..5AC)=2714M \, \ \ I \ \ \ 1 \ 1 1 \
80 p neuoo"°""o� L REQ'D=1, /AC•( .SAC)=2POOCF \ \ \ \ \ \ \ \ \ 1 1 11 1 1 1 1 \ \\ 1 \
INSTALL P AREAS PER SEED SPECS. I ``\ / 78 38 pp1 ` O - - oo�, RFACE AREA EQ'D=32 /CFS•( .4CFS) F\ \ \ \ \ \ \I\ \ \ \ \ \ 1 1 I 1 \ \ \ i
/ 7 ` `1 + ,'--� \ / M L=80', TOP W=40', D 1
\ / O / / / . - __ �,�• % I I\, ;- \ \\ \ \ \ \\ \ t \\ \ \ \ \ \ 1 111\ \ \ \ \ \ \ \ I
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�` \ -� - j / �i \ / ) oURET PRbTECII s / -* \ vI_ \ ,r J(21 MAMEID �OPf - 7 ABILIW1oN TIME \\ \\ \ `\ \ `\ I\\ \\\\ \\\\; \ \\ ,\\\\\ \;\\I\\ \\ 1>
/,�-� i VJ / 4io=_iac /i \ _r z '/ ' SURFACE
VOL PROVIDED PROVIDE \I \ \ \ \ \ \ \ \ \ \ \ \; \ \ ` / / /
/-�fT4'' � � � / Q70=8.fiEfs \ . - ..�\ � / SURFACE AREA/PROM = F i \ \ \ \ f \ • \ \ \ \\ \ \; \ \ \ \\ \ 1 (� /
/ __� J - : 10001 / / I �- \ WEIR WIDTHA' I I \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ 1
j \` \ -''- `lvJ / Vfu11�6.2fps . / / I / / - \ __�
SKIMMER,dZE 1.5• 1 1 \ \\ \ \♦ \� \' \\ \\\\ \ \\ \\\ \ \\ \ \ \ \� IE "COX \
___-------- \ C��53 I
26G__ \ -_-- I CicV � 1 / ZONES C / / ' /"// \\t :t; �DEWATERING TIME: 3 DAYS / 1 1 \ \ \ \` 'I \` I \ \ \ \\\\\\\ \\ \\\\\\ I \ \
/ \, ORIFICE DWA =1.0• i I \
\ \ ` ` \ ` ` b\�\ $ 36\ PG 267 \
I J l O / 69 O/ --- _/ _' '` / I 1 \ \ ` ` \ \\\\\\\\ \ \`\ij1J� \ 011 PG5 \
7 71 GLASSY 68 - \ t \ \ \ \ \ \ \
\ --'' / \ L=4xD0,6R \ / / /'' / _' •� ° `a: ".::: �'�;""}:;/ /) 1 \ `\ I\ `\ .. \\ \\ \ \ \`\ \ \ \ \ \ \\ 1 1 \ \ \I � I \\
I N 883554"W C) \\\ D5o=6•/\` I / /'� C �;`r`*?:r::`:::: � /' � \\ \� \\ \`\\\\\\\ \I\II%\1\ �
/ EIS I \ 1 / 67 ,rr-' / V6/�,,r-'' ':>w::: \\ \ \ \\\\\ 1\\1111 \ ) I 1
\ / N V DEPTH= 8\\ I / % / I \ \\ \\`\\ II 1IIII I I
/ ' 504.09' , I 1 \ I \ \ 1111 1 I \ 1
STRAW g SEED DISTURBED` ' .� \ W1-4'' ( /' ///,' \� \ '/ - / I I
RESULTING,. WATER MAIN IN N $ ' 1 W2= 25xw146' I / / --- � _ I I
446.E \ \\ / /\--'' -/' I / \ 1 1 11 " I I I I I 1 I
--IMME91AiELY AT THE END OF EACH ,-' _ I .� AL I /�� `\\ / 1 I / / '' \ \ /'''''/ , / I \\ I\ 1 I 1 I 11 I I I
_ _ II II I III I I I
I 1 PERMANENT P RAP TRANSITION •T• / I / / _ _
- __ CHA KIMBERLEY MgDR� i----------- _ -0 9 I . i / - '----------- \yam - __� / I i ) /) 1) ) III
1 li .. i l l III 1. I I I I I I
_-'' DAY / �0 a�,�c I / , ,/ L ��jt� E --�- -'<' ,' / I 1 1 I I I I I, III 11 I I I , I
DB 3170 F.G 7 / /�-' I (4' WIDE - 10' EACH IRE / I I / / ,/ ,' I - SWALE F_DWYA7M5T6I fE M1W1IED.--- \ - ,'r / I l 111 I I I I I Jill, I I I 1 I , I
\\ I CHARLES & KI1VKRLEJY� V0E)RF._ /' �/ . D50=6• J I I I / / / ,' ,/_-_�A4MEDNLLF1Y11PON BASIN REMOVAL TYP. \ \`_""- _/ / / / / / 11 I I I I I II 111 I I I I 1
264''_ /P. ____ DB __ / ' DEPTH=18• / I I I / / j\J Q _ \ - - / / l 111 1 11 I1 IIIIII I I I I \
/ ---_ _- --- PC # F SLIDE 406 \\ I'l• / / \ ,' 1 I I I /' / / /-' EXCELSIOR MATTING)--- --- \ \c''_ - --T 1,1 1111' 111I'II I, I `\
' \ i'--`-` _ \ O, / 40 / ! I / / , ' / / / (_ _ --Z� �� _\ - __-r' /, / l I I I fill, , I I L I I I 1 , 1 \
- .. - .. - .. - .. - .. - .. - .. - SOIL TYPE DELINEATION / / \ / ii//�``\ I `-- ' I i / / / / ' ' '/ / / ---- -, --- ---- --_ — - // / / / / // /) 11 ' i' I I ' I '
\ / I I I ' / / ' ,' ,' , / ''� i '
o \ 1 I I / ' J �;/;/ I IjI;IIIi I 1 )
> > > > > TEMPORARY DIVERSION BERM TDB / / / /-`--`_---__ --___-__
-_-- - 54 1 '/ ./'�/ - /' /' —
T'' - � / �� /�///' I I I I
(7 DAY STABILIZATION TIME FRAME I / - --- 74 a -i ----- _ ___ _ /' '''' ' // I I 1
—_—•—•—■—■—•—•—■— TEMPORARY SILT FENCE (TSF) \ / I _---- -_-_`- --_-`- -I, O _ �� \ \ R\ i `r ( ( ( ( C ('' /'' /' ,/ '''''-------- '-,'�---->- o,I I / / / / I 1 I I
262-' I I �-' - _ TEMP SILT FENCE \ \ 1 I �' I \ \ / / _ / / I 1
D — — D — — D — — D — — LIMITS OF DISTURBED AREA \ I I /' _____,-- '__� AS SHOWN TYP. (0-<_\T \ ; I I (\ 1\ ♦\ \ \` \ \ r / r'_`---- ------ ''.':' � cn / i ( I i i i 1
TOTAL DISTURBED AREA=14.7 ACRES 1 I _-__ '-- / :;:;.' ;.� l \ \ \\ \I \ `\ `\ `\ `♦ _ ------ - r < < I I /
r - - ,SOIL TYPE \ \ \ \ , \ \ \ \ 1 _------•_4-;;I? /- , , 1 , I ;
- - - - - - - - - - 100 - - EXISTING CONTOUR - --_ \\\ \ \ O 1 ` \ ♦ `\ \ \ \ \ I" / I �� / -- _- \ \` \ I /
too FINISH GRADE CONTOUR \ \ I \ ``____- .\ \\,N oA ` \ `\ \\ \,\ .�\ `\\ `\ \. \ . \ . \.I, \ 1 --\ L, - _ `'- - - -__ \�\ \\\\\\\ ` ' '
\ \ _ \ \ /
CONSTRUCTION SEQUENCE 26 1 \`\ \ I `\ EN,-@ � \\ `\ ``\\\, \\ \�`\ `\\`- `\\ \\`\\`\ \`, - ---- \�- ____-_� __-_-_ :\�� :`��\`\\\`\ \ /
— SKIMMER BASIN DRAINAGE AREA \ \ ` I `\ \ \ \ \ \ \ `\ - - __-- -- - - _-_ _---____-- _-- -\\ \\\ \♦"\'\\ \ \
\ \ J \ LWS \ Al \_- / \ \ \ \ ` \ ♦ \ \ `\ ,\ \ ` ` __=_ _ �� --___ - -- _ - - -- \\ " `` \`\\ ` \ /
av TEMP. ROCK CHECK DAM TRCD 1 INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE. ,� \ Po ♦ ` \\ \ \ _- _-- ___---______ _ \\, ♦ `\\`\\\\ \
( ) ) \ \ \ ♦ 310 I'I/ EIS YEA" SKIMMER IN 11 W S\ \ \ \ \ \ \ \ \ _ _ - -A___- ` \`\\ \\\ \ \ I
\ \ \ \ \ \ \ \ -�__ -� _-----\ \\ \ \
2) INSTALL EROSION CONTROL MEASURES AS SHOWN ON \ ` ` /'' `\ 94' D o. \ \ \ \ \ \- _ -- ---_-__--- ,____ - N �" ♦\\\ \ 1
- ROADSIDE DITCH DRAINAGE AREAS PLANS. \ / 1 ` \ \ \ _ -'--_- -------- \ \♦ \\ \
\ / \ \ tot D E AREA--I.6AC\ \ \ \ \ \ ` T ,,,�J \\ \♦ \♦`\ \\ \\\\ \ \\ \
�\ \ , \ \ I \ Q70=(0.3)(71TIN/HR)(1.6AC.)=35CFS \ \ \ \ ` \ �J.1_ I, I�� -----� --_ - -\ \ \ \\ \. \\\ \ 1 \ \ I
3) COMPLETE INSTALLATION OF SITE DRAINAGE NETWORKS ` ' / ` \\ , \ VOLREAD=1110ocF/AC•(o.sAc loeocF \ \ \ `\ T --__---__ ♦ \\\\\\\\\\\\I \1\ 1 I
1 / \ \ I qE \ ♦ ♦ \ -� _-- \-� _ _ ---- -�_-__ -- -��_ ,\\ \\\\\\\\\"II`\\1` ; 1
NOTE: ADDITIONAL EROSION CONTROL PLANS �,b 1 I SURFACE AREA Q'D=325SF/CFS`((3.SCFS)=1138SF - ___
AND SITE SWALES WITH ASSOCIATED EROSION CONTROL \ / / \ MARGIE\COX 1 TOP L=50', `y=2s', D=z' \ ` ` \ ` \ -z---- \ \ \\1\\\\\\ \1�t 1)1 1 I
PROTECTION BEFORE BEGINNING SITE GRADING. �' I ( \\ DB 3236 ?267 I (z:1 SIDE SLOPES 7 DAY STABILISATION TIME\ \ \ \ -- ____-------1- --'� _ \ )\ 11111 11) III11111 I I I
& APPROVALS WILL BE REQUIRED FOR , \ \ MAP 2013 P�\ 85 I M"E TYP.) \� \ \\ \\ \` \` `\\ ` -\\. •\\`\-----zJg -�\ I , 1 I IIIII111 1111'I"' '
4) STRIP TOPSOIL. � / \ \ # \\ , /'''�'/ S E. �REAPR�A•E•-1250SF \ \ \ \ \\` \ \ _-----''�' \ \ III I 1 I I
INDIVIDUAL LOTS PRIOR TO LOT DISTURBANCE 5) GRADE SITE. ,,vA � ^'„ I VOL PROVID�j• c ; \\ `\ \\ \\ \�, ,-----____- _ _, ) ; i i iii;;i��� ;; "",
\ 'I `\ I ( WEIR WIDTH=4'/ \ \ \ `\ ` - I I I 11 I III I I
6) GRASS AREAS THAT WILL NOT BE DISTURBED. 1 - ) \ \ \ \ \ __ . , \ I I 1 I ' III 1111111 I I I I
7) INSTALL UTILITIES. \ u l ` , J SKIMMER JJRIFlCE DIAMETER ' //\I \ \ \, `\ _____ / 1 , I I I I III I,,, II1111111 I I I
7 PLACE BASE -COURSE. N \ \\ ' // 51 \ \ ` \- - I I IIIIII i111111II I I 1
) \ \ I / SEE N01E O TSBl1 `f, 1 �/
I � DEWATERING TIME: 2.4 DAYS •28' \ \ ` \ \\ ------ _ - \ I I I I 1 , I ,III I I I I I , 1
\ .� 1\. I I, I I IIIIIIIII 1
8) SEED AND MULCH ALL AREAS TO PROVIDE PERMANENT 1'. I \ �1, \ ---- __ \• I I I I IIIIII";" "'IIIIII I I \
1 `\ I �/ / 1 , \ \-------------------- �\ ` I I I I I 1111IIIII 11111i111 I I \
GROUNDCOVER WITHIN 7 OR 14 WORKING DAYS FOLLOWING -\-- - 1 `\ I ^_�%�' / I \ I 1 `\ \\-�--- 1 \ I 1 I I I I II 11111 11111111 I 1 I `
COMPLETION OF ANY PHASE OF GRADING, AND WITHIN 90 \,\�\\�' 1 , 1 I I \\ '''-------------- \\�\ ,' I ) I I I I II I II II 11111111 I I `
\1 ____� ' / 1 '-____ \`\ \\ I I( 11/ I I II I II I I IIIIII I1 I 1 \\ I
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION `---' l-__-- 1 ry ) ' I \ 2/2 I- ,\ I I l I ) I I I I I I I 1 [lilt I I I \\
OR DEVELOPMENT. , I �\ I I I I III I I I I I' I I \ \ I
\ \ `�S / 1 \ 8' •`. \ 1 I I l l l l I I I I I I I 11 1 111 I1 1 \ \ I
1 WALTE S PG 26 \ 1 \
9) MAINTAIN ALL TEMPORARY MEASURES UNTIL' i `- --__- i / DB 3 36 PG 2631\\ \\\\ \ I I ' 1{ ' it I Il)/"III 11 1 '
I _ I / �, MAP# ,2013 PG 8�' ` \ \ I , 1' I ' I I 11 I' l I I I I I I 11 I I I `\ \\ 1
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PERMANENT GROUND COVER IS ESTABLISHED. STRAW & SEED ALL DISTURBED I '__j , / I \ ` ' �i ' ' l l I / 11I I1 11111 I 1 1 I \ `
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