HomeMy WebLinkAboutWPO202100063 Plan - VSMP 2023-02-10VSMP
SITE DATA
OWNER:
E L & ANN P PHILLIPS
PHILIPS LIVING TRUST
ETAL C/O CAROLINE MOLINA-RAY
6704 MENCHACA ROAD
UNIT33
AUSTIN, TX 78745
DEVELOPER:
TOWNE DISTRICT LLC.
142 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VA 22911
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET, STE 201
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
06200-00-00-016AO
TOTAL PARCEL AREA:
80.77 AC (PORTION OF TMP 62-16A)
ZONING:
R4 RESIDENTIAL
CURRENT USE:
2 EXISTING SINGLE FAMILY DETACHED (SFD) HOMES
R4 STANDARD DENSITY:
4 DU/AC
ALLOWABLE UNITS:
N/A
PROPOSED USE:
TREE CLEARING ONLY - NO GRADING
TOTAL DISTURBED AREA:
22.0 AC (TREE REMOVAL ONLY)
FOREST/OPEN SPACE / BMP's:
FUTURE DEDICATION FOREST/OPEN -18.5 ACRES
HUC NUMBER:
02080204
OFFSITE NUTRIENT CREDITS:
1.02 LBS/AC/YR NUTRIENT CREDITS FROM
OFFSITE NUTRIENT BANK ISLAND HILL SUBDIVISION
-- 17.1 LBS/AC/YR ORIGINAL
16.85 LBS CREDITS REMAINING
FOREST OPEN SPACE EASEMENT
CIRCUIT COURT OF FLUVANNA, VA. INST# 210001961
am
(TREE REMOVAL ONLY (Phl & Ph2) & SVVPP
vvP(:)#5>0P1 00063
TMP 62-16A
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE, VA
VICINITY MAP
SCALE: 1 "=1000 FEET
Sheet List Table
Sheet Number
Sheet Title
1
1 COVER SHEET
2
2 SOILS & EXISTING CONDITION PLAN
3
3 EROSION & SEDIMENT CONTROL PLAN - CLEARING ONLY
4
4 SEEDING & STABILATION NOTES
5
5 EROSION & SEDIMENT CONTROL DETAILS
TOTAL SHEETS = 5
APPROVALS
DEPARTMENT SIGNATURE DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
ENGINEERING
INSPECTIONS
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DRAFTER: CCM_
DESIGNER: CCM
PRODUCTION:
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Lic. No.
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DATE:
10 FEB. 23
SCALE:
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JOB:
20.1674
WPO:
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1. �' � \ \\ \\1_1, �- - 1 ) �/� �••Y >•. i \ \ \ \� \ I (Ill I x x x x x x� x x
- ., \\ \\\ \ , \\\� \ ' - \��\�\ � :==�� -R\\ ) \ II ,� i �, / s --•t , , f�/i r� / r 1 / l S \ 1 I I I i \J� k x 1 * J NOTE:
. • x' x xxx x * i+
_ i
\ \ ` \\ \\ \ �C - \ -- `_-- _O 1t . / / y� t I I 11 I 1 x k x
Ill
\\\\\\\ �\�\\ \�--.\\\ ,I i ) ", / f: ' ` �\ ` 1 ( 1 I \ I\ \ \\`\ \ .BB `�x`x*0xx
x x � x
\ \\\\ \\ \�\ .�\_�\Ill ► 1l I.r�, j BB { \ \ 9 \
\ \ \\\ \ .,\ • ! ( i�I� / O r ` \ ` \ ) \ l / \\ \\ _ x)x x `x x * x x k 1. PRIOR TO CUTTING ANY TREES, OPERATOR SHALL EXAMINE
\ 4 1 \\\\\\\\ \\\ -\ • \ \ I LIMITS OF 1
/11 , i\\\- \\\ `\ \ l^ \ t \ \ S \ A \ \\ \ x x/x x x x x x FOR POTENTIAL BAT HABITAT DAILY AND PRIOR TO
i `� \ \\ \ _
\ \\ \ \\\' \ �� ,I'I�i�i, i 0 1 CLEARING & ;J E ; / TP / / // /' BB \ ( \\\ \ \ I l ` , \\ � = _ TP . x xxx x k x x x % EXPANDING TREE CLEARING INTO ANY NEW AREAS. IE.
y1\' 1\ \\ \ } I ( TREE REMOVAL j \ \ `` 1 �, - i x lx x x x x x /
`-,\\ 1 , \\% \\\\\\\\ \ ter- _71/f/ 1)1IIllf ( J I, �/ I \ \ \ \ \ \ x x % x x % LIVING TREES OR SNAGS GREATER OR EQUAL TO 3 INCHES
\ \ �\ \\\ \\\ ` ti C. �,! li/ ) I r//1 / l �/ JJ 1 l i J I 1/ --- ! \ \ \ -, � \ � x k / x k k / * x /
\ ��- \ t \ \ \\\ lI1/11 t I , I ` \ I— \ - xx xxxx xxxx IN ,• YY -� `` p \\ �• \ �-- \ 1 x ,r, x % IN DIAMETER AT BREAST HEIGHT THAT HAVE EXFOLIATING
\ \\ t\\ \ \i ` f 1 / J J 11,1i I s�I ti )
�� A V it \\\\\\\\ 'a \ r ,; �//Ii/iI/I ll 1 JI I ' J AA_ 'J) \ 1/ / l 1- - _ \vIN, - �__ v A A \ v v >: A "fix x *1, x x xl* - x x / BARK, CRACKS, CREVICES, OR CAVITIES), AS WELL AS
- \ \ \ • I 1 l i { \ \ ; 1 \ is �� ��///. /Jl1)1 J11 / I 1 ( r "� .� _ _ _ v — _ v 1 v v v z ,)�. x ,.-x I x' x x * x
\ \ \ 1 ' \ \ \\\\Ill) \ I \ '� ' J/// 1J�1Jj ` Pll f JJ /11 ( a,4 / /J( (1 f \ ` 1 : � �-- Z \ \ ` \ _ `r x klxj� Jx x x x k rJ FORESTED LINEAR FEATURES SUCH AS WOODED
\ I 1 / { )` I I ! ' i i l l I i \\� \\ / / 11//Jl/ J%r, isJB J 11 J/ �i \ I ( ( ;��t,-�r'' \ / \ \ \ \ TP -' / x x x'^x� x k x * J FENCE -ROWS, RIPARIAN FORESTS, AND OTHER WOODED
\\ I "� r/ IIJ 1 ��� Il \\\'� �y �1//// 1 r tJ/11//I;�, J l I,\ if i 1 I l , ,� SS SF -�� ` � \ \ I J / xxx x*� % *xk
a\ �'( �!) \\ s /�j////1///11, 1/ 1�•-//�' // \ ; \ \ \ \ SF CE PAVED t \ \ / \ A I / ( I; / J x x x�'�" xxx CORRIDORS. WHEN/IF ENCOUNTERED, IMMEDIATELY
\ ,, (/ { 11� l/l/ t ` \ e//j//////j/ , I/ 11/Jll l r 4 \ \ \ \ \ ? R / \ J % x x x k x x x k k CONTACT OPERATOR LISTED IN REGISTRATION.
\ I \\it/i j/ / i11� J==.:// /// r �Il/11111111 .�1/ IL{ \\ \ \ \ - / I \ xx xx xx
\ _ CONSTRUCTION / ` ) J ) J i ' i x x % x(x % x
f� / ) .) 1// 1/ Il{ I { ////t/ r// I 1 / J / \ \ / ; 1 J ( I\\ / I x x x x x % x 'x % % x * 2. THERE SHALL BE NO GRADING, GRUBBING OR TREE ROOT
,i/ / / ;t j//a-/I' - _ �',�///t//// J //J/ /1/i1J1/J� t ( i I \\ ....: `--- ENTRANCE /'/,� J / /�, 1 / / Jl' Ilfl 1 f k x%xkxx%% ✓xk%xx
J / _ % /�. /// / \\I\\ 1 \ \ REMOVAL AND ALL STUMPS SHALL BE LEFT 2-3 FEET ABOVE
w/WASH RACK i / ' , \ . l ! ; / *xxxx x x x x xxx x x EXISTING GRADE. EVERY ATTEMPT SHALL BE MADE TO
/ >/i0 /r/lr / _ �, ,/,� /'// I /J l/JJjI J111 x \ ` ` \ 1 '\ \ �\
/ /\ -- /i/// /l I //J /1J/ j i. l — - SF - SF / I x x
�� J �{ l I / r/// /!!jj/ ..) V I, // / / /i/f — Jlil lJ/I J/11J1�J!/ ! : l i \ t \ , \\ \ ` � . _ _.- _ _ SS ) r ss / {
r x x x X x x %
/ / / � '/` lr x xxxx x *,,x %xxx PRESERVE THE UNDERSTORY TREES AND VEGETATION
r , \ 1//j{/ll ,,�-///!�/// I/ 1111/(I/11/11`�� 1 j \ � \\\\\ �I �% kx *xxxxxxxxNxxxxx*
�\ 1 / -/ ,�//// / /(/ / 1 [YJ� // ///// fr// e ej j x x x x x DURING TREE HARVESTING OPERATIONS.
O J -1 f / �/ % x x x x - {x % x k
__ \' _ ' ) I ( `' - s,/ ////` l / 1 i (�\\\\ / ( , �- ` DC R X ,� /,r / eir, x x x x x It x x x x x x
\ \, t (�/ \\ // /// ,� % �,\\\ \\\ \\i SF /�. / �,� ,//f r r x , I. x x x x
,�. ,,,,,,,, r \ / .t x x 3. MODIFIED OUTLET PROTECTION LOCATED AT THE
/ ,.. �\\ `�) r Cr //// /f/�' i, �\\\ �\ \\ \ ,°' I, x x ' .✓x. r!r ^%„l ,< /�/.! / / ) O I \l' ,, �\,k r�`/C, 1d I,--,\ l x * x x x x x x�x x x k x
\ .. - \ \ y.•-_ /' / % / / / 4 \ \\\ \ \ \\ \ x 1 x x / X� ii i ,�, — ��,X��X��X_1 \....`.`,•,_`o^•+...- x * x x * % x x x x
/ x '�'`i r / �"' xxx xxx xxx DISTURBED AREA AND AT EACH POTENTIALLY
x SACOE WETLANDS � \ � `4 \ ` -; x xxx � x x x
\\ \\\\ __ �� /� .-�j//,r 1•_- -\\\ \\1\ \\\\\\ �t 1 1 ?' x . x x� _ \ , 1 � \\\\ v%� ^ :� (( ) x k x % r, x x % CONCENTRATING LOW AREA IS CRITICAL TO PREVENTING
\ \ �\ \\\\ /i/ '///// \ \ 1 flit \ li ',, 20• x ..,,� J J - ~ ` \ ' �\ \\\ \ \I 1\ \tllit�-- \\ ��;``�'�'ti�l/ '/'' r / / x x x x x %x.xxx x k x x x SEDIMENT OR CONCENTRATED RUNOFF FROM EXITING THE
\ , $\. \, %� /.:,--_ - \\ 1 \ 11111 lil of "�1 / \ t J I (( _ 1, \\ } 1 ttil )�! ' / /j/ 1 x x x ._. x x x
'\\1 , -- / ,-I -:// -- •\\ III i i t' 1S° - ''± ,/ �' ' 1 > ) r , \ \ \ t I 1 1 `�-`.,, \\ \ + i i J I if J / x x x x * ''�x x % x * x xkx SITE. IN ADDITION, BRUSH BARRIERS SHALL BE LOCATED
\ \\\\ // -, \\\ i l i 1 , c - I; s F ► ! \ ( \\ \ l 1 l 1q / / t / % �x x x
I / I \ o \\\\\tip-.�i,%-�, \ \_\ � ti ltilit\\\\I! J, NJ/z ...::�;:. SS , / i t i 1 1 \ \ �\ �� \ ))1J t� J / 1J�1/ 1 /I JJ/ / x x % x '� x ' xxx x x <=,
�' / \\ \ - �.,�.-. \\+ I i t >: , \ ,� i \ I l 11 J1i J/l l l/ 1 1 / / f x x % x TO DIMINISH RUNOFF FROM CONCENTRATING. ALL RUNOFF
�. \ \ -� i 111 I1 t\: S8 !✓ S r-X � — — — — ) / j I \ / ( x x
i it III `' . � I \ 1 \ \ \\\ \ e / / l J1/ / //// / x x x Qq� R: •1,FEA!1 c .,,. SHALL EXIT THE SITE AS SHEET -FLOW.
1 v \\\��--/--/ \ / \�= \ �,,I S, , ,, r / / x— _' S / 1 t \\ )J / / / 1/I/J 11/)/ /'xx x *x
\ \\ 1/,\ `\\�. — /// , tillti\°I1111i1 \ •v / `'�`y, �,. .. / / , DBB �''� � I PARKING, I s0 t \ \ \ \\ \ \ / ///I//j //%r� j//111 /11//If / / % xxx PIVED'FL ODPLAIN
/ / 1- �.; ; TP / x \ i \ \ \ i f 4f11 ///j// lJ °J/ I t „r x �`x x x k x x * 4. IN ADDITION TO THE PERIMETER BRUSH BARRIERS,
\ / \\ s / / gilt, j/ // /// , / / 1 J \ \ \ \ iI J/1 / r ��// j//1 / /1( * x * x x k MULTCHING SHALL ALSO BE IMPLEMENTED TO MINIMIZE
\ AND STORAGE r x x
,l-.� \\\L1 � ---- `'`-� �\ ,il \ /. - �.. - '/ / / / / j xI AREA ( 1 I 1 \ J it I/I, �1/��JJ/Jll/j/l�J/�' / kxxx 4xxk%x*xx 5\
//, I I r v v �)\I J l/(l / r 1 k* x* x•.
ra a '`'/ / \ i i l' ' f / /, %/ I ' -' / / / 1 r LIMITS OF TREE — ( / I j / JJ /I/Ii 11j 1// /( //JJ J1/1/JJ�II / x x x k * x % k x * x THE OFFSITE TRANSPORT OF TREE HARVESTING
\ `- \\ 1 ) l / { / /•\\ �,\ `j; 1ii�t III ill \ "1'�'_ X �" / I / I I / ) )I 1 1 // i// // r / x x x x x x x x xxx j BY-PRODUCT.
�' -` _/ I / / \\ :1 l ti\,,,I J/// //// / / �` l �=x—X—X—X— HARVEST AREA _/` l / // // �'✓1//JIIjIII111,111111)Illl/Ji�/f///'/)'. i x 1
` J \\� - l( UfZIED CMP ` I/ l 1 ! ! / r / / / r / t _r ) l / / ' f j 1 J i '//l1/, !, xxxx * x x x x x x x _ I �` / 5. INSTALLATION, INSPECTION AND MAINTENANCE OF THESE
-� y� r' �/ / (f JI 1. , / r / / �_•
11 �-�- /-,1 /////1 11JJJJ lj(11/lIr 1 � xxx. xxx ,
\ \//' — \ I / " r /. / 1
�� ll I �' i''' , / 1 J I / J /// // %////�/%/If JJ,V 1 1 Jl / �j/ ( j I % x x x x x x x %xxx MEASURES SHALL OCCUR BI-WEEKLY AND AFTER EACH
/ / \ \\ I l l tii� `'ij, lk ill ` / / / / ( } / ,y:.• \ � „ .-- — J,I-- . -- I / / / / /j / /�r�/1 /j �/IJJ/1/11111,/11 I ' � % % xxxx %xxx I
\ \ ) �` // 11 \1 1 �,`k,l t illli ; I ( / / / \�- xx% xx%
f J I i l i ( ( / i i,r• — _ 1 / 1/J, f /j/�/ f/ f, /f l (1;J1 J ��,r�� l I 1 r- RAINFALL EVENT TO ENSURE THEIR FUNCTIONALITY.
/ =\ � - '' � t�I lii I Il lltlltl,I jllllilllil\I ` l J �, l l I / J / r-1 / / ! '//� /,` , ' t 1 I x x x x x x x x x x1.
t Z ` f \\\\ l r \ \\ t tit I 1 i c ! \ 4 t / / / — _e / ! / , I' -'•i/ I , \ ) k x x x x % x x x x / ) , y/ 6. CRITICAL SLOPES TO BE FENCED OFF PRIOR TO STARTING
i t J ,. \ \ \ \ \ \ J BB I, ,�o ko 0 00 00 �o ;�O � h �\ �, , ;3 x % x x % k x x /L� CONSTRUCTION. PROPOSED PRELIMINARY LIMITS OF
__1 / // /— vv v �i)IIII llilllli ;ltt i11111 ; \ ,, � _ — O I A
,// � / --\ // \ ! l II I I: ! II 1•, \ \ \ \ \ % _���-, �_- /` / �` I (1 ,�. ,� �;^� ^� t / %%xxx%xx J \7 / /
\ // /� \ \ 11 ; II I IiI/f/ ( �\ \ \ \ \ \ I i ` ,�'t<, \, / 1 1 r 1jd, ! !1 ; �•`/� \ :� : ► )1 I % %xxx x x y DISTURBANCE IS CONCURRENT WITH, AND DOES NOT
J C ,:�_ �/ ` - / ��` --- \ / 1) i)III)11J: Ii 111111f ( \\ \ \ \ •_ _ o,— J — ._ I I J I ►1 1 i IfJ1111L(����\\t I l/ /t I 1 , .) 1 x %xxx x
/ �! // Z //ltr, �Ii 1, II) f \\ \ \ \ r — ( J l 1) f///1 J)) l ��ti1\\\li j J / / x x x k % x x \ -� / ENCROACH INTO THE CRITICAL SLOPES.
/� \-,,ter.. W \ � 1111)11111\\1'` Q . \ \ \ _ �.� f� J/ f i I ` (�1111��== \\�1�IjliillJljl(I1/�1 1 %xxx x xxxxx k - /
)/ `,. _5,,, �X, // (J \\ \--- � \ /,7 /�- j Ij TP I 11 \ \ \ �, — — k- r' ill 1 1 llil � L _ \ 1 , l I xxx x k x 7. SILT FENCE SHALL BE UTILIZED AT THE PERIMETER OF ALL
// 1 // �„ \\ I s 11/1 Jill), f __ _ _ _ — — -- --�- — / ) ) i t i I \ Il\\I \ 1� 11111111 11) 11 J(/ o' / / x x x x x x x % � / I CLEARING & GRUBBING AREAS. TREE PROTECTION SHALL
J/ /r/i �\\ \ \ r, 11 I I \ i \ `" "` _._ I �(( `\\`� \\\1 )1111111I11 J// 1 k%%><*%xx y
h ,%_ J// f \-� \ /I- / -._, /J J 'lf I111 / �\, , ! "/ , 1 \ � L_ - — -~ \ 430 —— \ 1 t I \ \ \ \\`\ � -•, 1 i 11111111111 Iij1I111 111J/1 / / x %xxxx % % / BE IMPLEMENTED ADJACENT TO SILT FENCE ON UPHILL
\ 1 \ / / ; ;� 'iIIIII/' k , , \ ` + \ — `^ / i \ \ \ 1 J)) J 1)1 11 1) / / k x x x % % x -so
SLOPES WHERE APPLICABLE OR AS DIRECTED TO PRESERVE
ter' \ � o - / ,1111111/ 11 I J / /STANDS OF TREES THAT SHALL REMAIN.
\ ter/ / / r l �-- .-- \ 1 I \ ` \ \ / /% / IJ 1 /1IIlJ J 111 J / x x �11r / \ \\/ / / I J//11,// Ij lr�./r, _.�:- , ` - \ \ � \ Z ) \ l l / 1 i 1/'J' 1 J 111111f Jll i/ x x *xxxx ,
r (fir \ )11i, - / ) e �� ILiTY PaLE l , / 111 11 / 1 r \ _ ✓ \ \ l > /// 1 xxx x x x I r ) /
J � J/ ' i 'I' I ; 1 , L , � .. \ `✓ — — 1 \ \ .I \ \ L ( - `\ ////// //� 1/// /111 JJ l t S x x x x % y 8. PRESERVED STEEP SLOPES >25% TO BE MARKED IN THE
r -, o �) / . '� & cvY WIRL/ f f �I//f r/ f5 P I 1 ` 1 f i SF \ \ t \ \ \ \ `� .�� ` .- — _._ — _ _ — \ il) II 11,("M J///711111T1111111111t1 ( x , x *xxxx �L ` / ( )
!�> ) `� / ,/ __ - ,- i I `� 0 I I I I I \ SF -`- -- `` '' \ \ \\\\\Il I`iflf (1 j /l/lI J///l//1J (1l / xxx J / FIELD BY ALBEMARLE COUNTY ESC INSPECTOR PRIOR TO
L\ 11 1 /J UT/L ES '�NDROM H p; `I/1 J jf//I t ``��. . J I I I l l \ 'i \ \ \ \ \ \ \ \ ___ _ r/ _ _ \ " 1 J) If. ) k xxx x % 4
r ' i /' t \ \ \ \ \ \ \ \ _ — _ _ _ -- - _ _' \ .�?p --- f ` //I . � � \ \ \ \ \ \4\\\\\\\\\\11111ti 111111111J1///P/J)1 i x x xxxx * / / LAND DISTURBANCE.
,r- ) . / / / .._. ,`( 1 I t \ t \ t \ \ \ \\ \ \ r t { ` __ � � _ — - \ \ 1 e \ \ / // \ \ \ l �` \\ 11 % 1\ I1lltlllll J /1/ J/ Jl 1 I k x x x x x y 9. FIELD MARKERS DELINEATING PRESERVED STEEP SLOPES
\ 1 a \\ /f/ �~•"''�T= '`� / // Jl { I i \ \ \ \ l '- \ / J — — -' \ ti 1 ' // /' \ \ 1 1 ) 1 ( i)) 11 1JiI1111IIi)il 1) I11111111 J/1 /l1/I J xxx / ARE TO BE MAINTAINED THROUGHOUT THE COURSE OF THE
r .= _ ��,,,i,/f i ;//lr; t 11\\\ \\\\ \ \ `~ __ — ___ //t/ l� � 11111 II11 11i1i11)I))� 1J(I l rxxxxx /
f �-� \ \ _.. _ \ l \ \
1 1 ..I . ////, 1 _w ._.� i',' // / f/01/JJIII 1 1 \ \ \ \ \� \ \ � / � _ - � -_ \�~` 1 \ \ \ �' \ \\ �. _ \ / \t j I) 1) j (1 ) I ))1111 J J � * k x X x � y PROJECT AND ARE TO BE REPLACED IF DAMAGED.
/ / iIi Ii111(I
% / ' _ ---> /. ' / Jr' \ \ // ..- ,-- ( \ i (/ / / / 1! I IIfI I11111111111J / JI x k x x /
/ _� -, -� ! %//////i / / 1 l \ \ \ \ \ \ \ \, \) `` ,- -- -- _` _, --- \ r \ _ -- - / ) /� // / // / / /I/l J I111) l I!I! 1 I ) JIJ 111 J k x / 10. NO PREMANENT OR TEMPORARY DISTURBANCE OF
-a1 /. /l ref,. __s / / r �` ( ti\ / / \ [ �__ — t //) JJ qII) 1( xxx y r-- � I //////jj / f i \\ \\ 1 \\� / _ —— _— 1 \ �` -�` / / / (// //1 J)1 111111J11/) i xx%x ,/ /
> c, 11 / "'r' �' l , ( / — / // °/ / / / / \ _- r-- -._ _. -_..• � ) \ 1 / 1 / / / / / / / / / / I 1
\ . / ,/ J -� o / �// /// / / �/ 1 \ \ \ \ (-- \ — -- / _ — �/ / / . /// /� j)J11111111J111) 1 i PRESERVED STEEP SLOPES IS PERMISSIBLE.
\ L //e/ // / �� //////� ///i // // / // (/ I) 1 ! ��I,- l/ _ �_ \ r ( l ` r / //�////i / / \ ;/lt /// /11/11))JNI11 I I�! 1 kk, / \ 1. ,/�/ ! I l �,- �--_ / \ -� '' -� / / 1 (/ // //l Ill) J,) 11 IJ r x x y/ / 11. TOTAL DISTURBED AREA = 22.0 AC
/,• / / %// 1J /J I t ( / -- _ '�� \ \ \ / / r \ ~J � / ///% / / / / I'll 11111111(�j�/(/�Jj1111�1111111III , ,k x r
\ z I I 1 r ,.- _ �// // r// / I , / / (� 1 1 �' �, / /<' � _ — � -- — -/ ` _ o , / / / / / / / / 1 I r / f
\ \ /.�. /�/ / I( / .-,, /// //j /% ( \ f if I / L _ __ _ •r ` ,, / //// / / JJJ 11 J /J)11J J I11111/l J 1 ) I I i , x / 12. LARGE MATURE TREES SHALL BETIMBER-HARVESTED AND
/IJ /, // r ) 1 () 1 �— 5 ////( \ _ ---- ----- � ) / / l ��. / // / / / /r/// // / // / / / /\ � > Il" I ],"/,l /I1l///JJJJI ! ) x y
,/ / / o �/ � I -, �' )i ",/ ( \ -- __ __ _ — — -_ � `� -/ / /i /i / )l 1 / 11111(l / 1 J) ( * x
1 \ \ / / -- e/ ////// // 'f 1 . ' f — -- \ \ \ e / / / / / / / f II/ 1 Jl /l lJ SHIPPED TO THE SAW -MILL FOR USE.
\ _ ,/j�,,�/.�`/ �i'`'�/, I/ //// ,-r / // 1 ti ' 1 / (� ,/ A v— — -- � 1 (l \ \ i v---//i�� /l / //r/ /// / j/ / / / / 1 /(/J/%�jl/�C/�JIIlIIff(f((�111111114J1J i ! x / /
/ / // , j L j ) / •� - --- — -- — t \ f , / / / / / / / 1 / / J/ /J(1 / J 1 i 1 ) J y 13. NOTE THE EXISTING BELVEDERE WPO PLAN, AS AMENDED
— ; i% f/,1 ;�, ;�-,,,. - � //// // /' e rdd w w Ia R , ( I , t I / 1 i / r- c \ t , — i / / f / / j //1 it// 11 i Il 11 1 I) 1 x
�/,/�' r- /// / // ,f r ) \ (_ ..`" �) / / \ \ \ L- _ (( I J I \ \ -- e /� (/ // / / // / / / ) J l// /l1 / 111 I I I 1 1 J J 1 % x PROVIDES FOR THE ACCESS TO BOTH FOWLER AND
�'�// /// :// / /// ) It ;1 1 / t / (�. 3so �, t / / / / / / / r / 1 tl/ 1(II(ff (( 1 i J / _ / /
r/ ��/ /// //// \ \ \ 1 I- � ._ /// / \ \ ,-- � _ ,, j / 1 / \ 1 // / / // j / ,r /({ iI I ({(1 11 fl 1 I! I 1 11 1 x y / MIRANDA CONSTRUCTION ENTRANCES. THE SEDIMENT
... /// / // / / / / / J 1 �, �, (! ;l 1 \---... // /� \� \ _ e __ r >/ 1 \ L _- 1 / / / / / / ,� / / i 1f I )t\ \\ \l\ 1t IiIII III1111J1J1JJJ J / x
f % I \ r/ 1 / J) \ ( l / / l / / / / S f( \\\\\\\ \\\ i x / TRAPS AT THE TOE OF THESE DRAINAGE AREAS WERE ALSO
i ` f / / / // / / / / / / ,, / //) / / I ) / J( � � / �/ l \ / — — / / / / ( l ` r )) / J I 1 / / / / / / j / / / / l lilt\\\\\\\\��,��\IIII\lltlll 4)111111i11 f11 1 I I k ,/ y ,
I i / / S J / / / _/I/ ///( \ \ \ \ \ \ — r -/ n J / ( -� ) I l l / / f / )11 )\1 1 i 1lil iIIIiIIIIIII I1111J) 1 ' / * INSTALLED.
.', I - �.,\\ ` \( 1 ) ( ) 1 / \ i, ) / / / /1 _%, )/1� \ \ � � / (( ) \ l / / / x
I -- / / / f \ 1 / // // / / / / / / l 1 I / I /// /)i l jjJ//J/)iJJ/J111111JJ11�11111111� �` x * /
I I\ ..� \ \ ( / /I: t / \ / / y /
1 \ , � \\\ \\\ I I � ) t I I ( ( ( , // /{ ti \ \ / J ! l \ — \ I I / / / // / / / / / ) ,/ // /i /// /////lN/111111 i 1/111JI 11
.� \\\ \\ l ( 11 \ I \ \- -- \ \ \ -- , / // �-.' j1 ,�, \ _ _. r — -. l / / / / / / / / / / � / / /t // 0 /jl JIJ11/11111 J I / x t/ /
\\ �_- _ _ \ �,\ \\ \ \ / l 1 / ) ( t ;I \ \ \ ``— "— / /—_ l / / l I / 1r / // ///// /// i1(/J 1 (J 1 x x /
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OF 5
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
ESTABLISHMENT OF VEGETATIVE COVER
Developing a fertile soil is a crucial step in the establishment of vegetation, which can reduce the
amount of fertilizer required to maintain good vegetative cover. A fertile soil has the capacity to
supply the nutritional needs of the plants being established. Good soil quality characteristics
include good soil texture, adequate nutrients available for plant growth, good moisture holding
capacity, and the appropriate soil acidity/alkalinity balance (pH). The following is a discussion
of the steps needed to ensure good vegetative growth.
1. Soil Tests
Soil tests are extremely important and should be conducted on every site. Soil tests provide
specific information on the amounts of phosphorus, potassium, calcium and magnesium
available for plant uptake and recommends additional amounts as required. Soil tests are crucial
for determining the amount of lime needed to obtain an appropriate soil pH for the vegetation
being established. Soil test results include recommendations specific to the site and vegetation
being grown. Soil tests recommend the amount of plant nutrients and lime needed to promote
and maintain good plant growth. Soil tests may be performed by the Cooperative Extension
Service Soil Testing Laboratory at VPI & SU, or by a reputable commercial laboratory. Also
note that County Extension offices have soil testing supplies and information.
Soil tests are not used to determine nitrogen needs. Nitrogen is applied based upon established
requirements for the plant to be grown, season of growth, and intended use.
2. Surface Roughening
Provide a rough soil surface by stair -step grading, grooving, or tracking the soil to be vegetated
or by leaving slopes in a roughened condition by not fine -grading, in accordance with the 1992
Virginia Erosion & Sediment Control Handbook (Std & Spec 3.29). Seed germination is difficult
with compacted soils. Rough, loose soil surfaces helps prevent the loss of lime and fertilizer due
to runoff, increases water infiltration, and provides seed coverage, which aids in seed
germination.
3. Soil Amendments & Soil Quality
Materials such as sand, vermiculite, peat, and compost may be added to soil to modify texture,
improve structure and increase the moisture holding capacity. It is also recommended to
conserve existing soil quality by preserving and reapplying topsoil in accordance with the 1992
Virginia Erosion & Sediment Control Handbook (Std & Spec 3.30). Areas that have been
compacted, or where duff or underlying topsoil is removed, should be amended with compost to
improve soil quality.
4. Lime
Adjusting the soil pH between 6.25 to 6.5 is extremely important for grass establishment,
especially in the acidic soils of Virginia. A soil test is necessary to determine the actual amount
of lime required to adjust the soil pH of denuded sites. However, when a soil test has not been
performed, apply 2-tons/acre (90 pounds per 1,000 square feet) of pulverized agricultural grade
limestone.
Revised 7/17/03 Page 2 of 8
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
5. Fertilizer
Never apply more than 1 pound of water soluble nitrogen per 1,000 square feet within a 30 day
period. Nitrogen should be applied based upon established requirements of the plant to be grown,
season of growth, and intended use. Establishing a uniform dense vegetative cover with a good
root system reduces the potential for pollution by decreasing erosion and runoff, increasing the
plants ability for nutrient uptake, and reducing pesticide use. A detailed discussion on fertilizer
use is provided in the `Updated Fertilizer Specifications and Rates for Establishment' section of
this bulletin.
6. Incorporation
Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by discing or by other
means. Incorporation reduces the potential nutrient loss due to runoff, as well as significantly
increasing_the success of establishing a vegetative cover. When surface roughening does not
occur prior to the application of lime and fertilizer, `mix' the lime and fertilizer into the soil, at
least 4 inches, by the methods described in the 1992 Virginia Erosion and Sediment Control
Handbook (Std & Spec 3.29).
When incorporation does not occur, and fertilizer and lime is applied directly to a smooth
surface, the phosphorus (P205) application rate must be reduced by half because of the limited
contact area with soil and the risk of nutrients being lost in runoff.
7. Seeding
Selection of plants is based on climate, topography, soils, land use and the planting season. The
1992 Virginia Erosion and Sediment Control Handbook vegetative cover standards and
specifications 3.31 Temporary Seeding, 3.32 Permanent Seeding, 3.33 Sodding, and 3.34
Bermudagrass & Zoysiagrass, describe in detail the specifications for plant selection. In
addition, attached are one -page updates to the vegetative cover standards and specifications,
which provide updated fertilizer and lime rates and the seeding schedules for the different
physiographic regions of Virginia.
8. Mulching
The application of mulch to the soil surface, for both temporary and permanent seeding, is one of
the most effective means of controlling runoff and erosion on disturbed land. All permanent
seeding must be mulched immediately upon completion of seed application. It is especially
important to mulch liberally in mid -summer and prior to winter. Mulching prevents erosion, and
thereby pollution, by protecting the soil surface and fostering the growth of vegetation by
increasing the moisture content and providing insulation from extreme temperatures. The 1992
Virginia Erosion and Sediment Control Handbook (Std & Spec 3.35) details the mulch
specifications and includes a list of the typical materials used to mulch (for example straw, wood
chips, and fiber mulch).
Revised 7/17/03
Page 3 of 8
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
9. Hydroseeding
Hydroseeding is a mechanical method of applying seed, fertilizer, and mulch to land
development sites in one step. This method is efficient in providing an immediate cover to
denuded sites; however, the surface must be carefully, prepared in order for successful seed
germination. Hydroseed on rough, loose surfaces only. Roughen the surface prior to application
of hydroseeding, per the specification above and in accordance with the 1992 Virginia Erosion &
Sediment Control Handbook (Std & Spec 3.29). Although proper soil pH is crucial in
establishing good vegetative cover, lime is usually not included in the hydroseed mix. Therefore,
lime should be incorporated into the soil as needed when preparing the site for hydroseeding.
To avoid poor seed germination as a result of seed damage during hydroseeding, it is
recommended that if the machinery breaks down from 30 minutes to 2 hours, 50% more seed
must be added to the tank. Beyond 2 hours, a full rate of new seed is usually necessary.
UPDATED FERTILIZER SPECIFICATIONS AND RATES FOR ESTABLISHMENT
Plant nutrients should be applied based upon established requirements of the plant to be grown,
season of growth, and intended use, as specified in the 1992 Virginia Erosion and Sediment
Control Handbook (Std & Spec 3.31, 3.32, 3.33, and 3.34). The timing and rate of fertilizer
application depends on the type of grass. There are basically two types of grasses, warm and cool
season grasses. Warm season grasses (Bermuda, Zoysia) are those that go dormant in the winter.
Cool season grasses (Fescue, Bluegrass) are those that stay green year round.
1. Recommended Season for Applying Nitrogen Fertilizers
The earliest spring application of nitrogen for cool season grasses is six weeks prior to the last
average frost date (for example, February 6 for Virginia Beach and March 1 for Roanoke). The
latest fall application of nitrogen for cool season grasses is six weeks after the first average frost
date (for example, December 29 for Virginia Beach and December 1 for Roanoke).
The earliest spring application of nitrogen for warm season grasses is the last average frost date
for the region (for example, March 20 for Virginia Beach and April 15 for Roanoke). The latest
fall application of nitrogen for warm season grasses is 30 days prior to the average first frost
date for the region (for example, October 15 for Virginia Beach and September 20 for Roanoke).
2. Per Application Rates
Phosphorus (P) and potassium (K) fertilizer requirements should be determined by a soil test.
Never apply more than one (1) pound of water soluble nitrogen per 1,000 square feet within a 30
day period. The following table itemizes the fertilization rate revisions to standards and
specifications 3.31 Temporary Seeding, 3.32 Permanent Seeding, 3.33 Sodding, and 3.34
Bermudagrass & Zoysiagrass Establishment.
Revised 7/17/03 Page 4 of 8
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
Summary of Fertilizer Snecification Rpvinions for Fstahlishment of Turf
2003 Urban Nutrient Management Technical
Standards & Specifications
Bulletin
3.31 Temporary Seeding
10-10-10 fertilizer applied at a rate of 450 lbs. /
acre or 10 lbs. / 1,000 ft2
Mixed Grasses & Legumes
10-20-10 fertilizer applied at a rate of 500 lbs. /
acre or 12 lbs. / 1,000 ft2
Legume stands only
Apply the equivalent of 100 lbs. of phosphate
T205) and 100 lbs. of Potash (K20) per acre.
3.32 Permanent Seeding
NO NITROGEN N
Grass stands only
10-20-10 fertilizer applied at a rate of 500 lbs. /
acre or 12 lbs. / 1,000 ft2
10-10-10 fertilizer applied at a rate of 450 lbs. /
acre or 10 lbs. / 1,000 ft2. NOTE: For cool
3.33 Sodding
season grasses apply fertilizer in fall or spring.
For warm season grasses apply the fertilizer in
late spring or summer only.
10-10-10 fertilizer applied at a rate of 500 lbs. /
acre or 12 lbs. / 1,000 ft2. Apply additional
3.34 Bermudagrass & Zoysiagrass Establishment
phosphorus and potassium 30-60 days later
based on the soil test. Apply an additional
equivalent of 1 Ib./1,000 ft of nitrogen when
the P & K are applied.
3. Using Fertilizer Analysis to Calculate Nitrogen Rates
All fertilizer packages have three numbers present on the package (for example, 10-10-10 or 16-
4-8). These three numbers indicate the percentage of nitrogen (N), phosphorus (P205), and
potash (K20) present by weight which is called the N-P-K ratio. For example, a 20 pound bag of
10-6-4 is 10 percent nitrogen (2 lb. of N), 6 percent phosphate (1.2 lb. of P205), and 4 percent
potash (0.8 lb. of K20) the remaining is inert material to facilitate even application of fertilizer.
The Virginia nutrient management recommendation is to apply no more than 1 lb. of nitrogen per
11,000 square feet within a 30 day period. A fertilization rate of 1 lb. of nitrogen per 1,000 square
feet can be obtained for any site by using the fertilizer analyses on the bag and knowing the area
of application.
Revised 7/17/03 Page 5 of 8
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
Fertilizer Bag
Reads:
Amount to Fertilizer to Apply
1 lb. of nitrogen / 1000 sq.ft.
6-2-0
16.6 lb.
10-10-10
10 lb.
16-4-8
6.2 lb.
20-5-5
5 lb.
22-3-14
4.5 lb.
29-3-7
3.4 lb.
4. Use of Slowly Available Forms of Nitrogen
Fertilizer bags will state the source or category from which the nitrogen is derived. Nitrogen
fertilizers have two categories: Water Soluble Nitrogen (i.e., all nitrogen is immediately
available); and Slowly Available Nitrogen (i.e., nitrogen is available over an extended period of
time). The nitrogen source impacts how grass is fertilized and the rate and timing of application
of fertilizer.
Choose a fertilizer that has some amount of Slowly Available Nitrogen (SAN). Slowly available
nitrogen fertilizers make nitrogen available a little at a time, the way most grasses need it, which
reduces both the potential of excess nutrients in runoff and the leaching potential of excess
nutrients into groundwater. Sources of SAN are usually stated on the label. It may be stated as
% Water Insoluble Nitrogen (WIN), sulfur -coated urea, natural organic nitrogen or other
controlled release materials used to coat the fertilizer. The % WIN is usually stated on the
fertilizer container, if the % WIN is not listed, assume that all the nitrogen in the fertilizer is
water soluble and immediately available. As a general guideline, if the fertilizer has 50% WIN
or less, it should be applied in the same manner as readily available nitrogen. If the fertilizer is
50% WIN or greater, it should be applied as a SAN.
UPDATED FERTILIZER SPECIFICATIONS AND RATES FOR MANAGEMENT
1. Application of Fertilizer for Maintenance
Apply fertilizer when grass is actively growing and can utilize the nutrients. Summer is best for
warm season grasses (zoysiagrass and bermudagrass) while the fall months are best for cool
season grasses (tall fescue, Kentucky bluegrass, perennial ryegrass).
2. Annual Application Rates
A. When applying 100% Water Soluble Nitrogen sources (those that have all the nitrogen
immediately available for plant use), the following rates apply:
• Never apply more than one (1) pound of water soluble nitrogen per 1,000 square feet
within a 30 day period
• No more than 3.5 lbs. of nitrogen per 1,000 square feet annually on cool season grass.
• No more than 4.0 lbs. of nitrogen per 1,000 square feet annually on warm season
grass.
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
B. When applying slowly available nitrogen (SAN, WIN, sulfur -coated urea, natural organic
nitrogen or other controlled release materials), total annual nitrogen application rates may
be adjusted incrementally by referring to the following figure. The maximum annual
nirogen rates when using 50% or greater SAN is as follows:
• No more than 5.0 lbs. of nitrogen per 1,000 square feet annually on cool season grass.
• No more than 5.5 lbs. of nitrogen per 1,000 square feet annually on warm season
grass.
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
C. When armlvin2 maintenance fertilizer on established sod.
Pounds of nitrogen er 1,000 sq. ft. if the fertilizer is less than 50 percent WIN
Month
Type of Grass
Tall Fescue
Perennial Rye
Kentucky
Bluegrass
Bermudagrass
Zoysiagrass
September
1
1
0
0
October
1
1
0
0
Early November
0
0
0
0
April
0
0
0
0
May
0-0.5
0-0.05
1
1
June
0
0
1
0
July/August
0
0
0
1
Yearly Lbs. N/1000 sf
2.5
2.5
2
2
Pounds of nitrogen per 1,000 sq. ft. if the fertilizer is more than 50 percent WIN
Month
Type of Grass
Tall Fescue
Perennial Rye
Kentucky
Bluegrass
Bermuda rass
Zoysiagrass
August 15
1.5
1.5
0
0
October 1
1.5
1.5
0
0
April
0
0
1.5
1.5
May 15
0
0
0
0
June
0
0
1.5
1 1.5
Yearly Lbs. N/1000 sf
3
3
3
1 3
Erosion & Sediment Control Technical Bulletin No. 4
Nutrient Management for Development Sites
C. When avolvinR maintenance fertilizer on established sod,
Pounds of nitrogen per 1,000 sq. ft. if the fertilizer is less than 50 percent WIN
Month
Type of Grass
Tall Fescue
Perennial R e
Kentucky
Bluegrass
Bermudagrass
Zoysiagrass
September
1
1
0
0
October
1
1
0
0
Early November
0
0
0
0
April
0
0
0
0
May
0-0.5
0-0.05
1
1
June
0
0
1
0
July/August
0
0
0
1
Yearly Lbs. N/1000 sf
2.5
2.5
2
2
Pounds of nitrogen per 1,000 sq. ft. if the fertilizer is more than 50 percent WIN
Month
Type of Grass
Tall Fescue
Perennial Rye
Kentucky
Bluegrass
Bermudagrass
Zoysiagrass
August 15
1.5
1.5
0
0
October 1
1.5
1.5
0
0
April
0
0
1.5
1.5
May 15
0
0
0
0
June
IYP;;rl)eLbs.
0
0
1.5
1.5
N/1000 sf
3
3
1 3
3
TABLE 3.31-13
(Revised June 2003)
TEMPORARY SEEDING SPECIFICATIONS
QUICK REFERENCE FOR ALL REGIONS
SEED
APPLICATION DATES
SPECIES
APPLICATION RATES
Sept. 1 - Feb. 15
50/50 Mix of Annual Ryegrass (lolium multi-
florum) & Cereal (Winter) Rye (Secale cereale)
50 -100 (lbs/acre)
Feb. 16 - Apr. 30
Annual Ryegrass (lolium multi-florum)
60 - 100 (lbs/acre)
May 1 - Aug. 31
German Millet
50 (lbs/acre)
FERTILIZER & LIME
• Apply 10-10-10 fertilizer at a rate of 450 lbs. / acre (or 10 lbs. / 1,000 sq. ft.)
• Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.)
NOTE:
1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site.
2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means.
3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Techn
# 4, 2003 Nutrient Management for Development Sites at http://www.der.state.va.us/sw/e&s.htm#pubs
TABLE 3.32-C
(Revised June 2003)
PERMANENT SEEDING SPECIFICATIONS FOR APPALACHIAN/MOUNTAIN AREA
Iletin
SEED'
LAND USE
SPECIES
APPLICATION RATES
Tall Fescue'
90-100%
Minimum Care Lawn
Perennial Ryegrass2
0-10%
(Commercial or Residential)
Kentucky Bluegrass'
0-10%
TOTAL: 200-250 lbs.
Minimum of three (3) up to five (5) varieties
High -Maintenance Lawn
of Kentucky Bluegrass from approved list
TOTAL: 125 lbs.
for use in Virginia'
Tall Fescue'
128 lbs.
General Slope (3:1 or less)
Red Top Grass or Creeping Red Fescue
2 lbs.
Seasonal Nurse Crop3
20 lbs.
TOTAL: 150 lbs.
Tall Fescue'
108 lbs.
Red Top Grass or Creeping Red Fescue
2 lbs.
Low -Maintenance Slope
(Steeper than 3:1)
Seasonal Nurse Crop3
20 lbs.
Crownvetch4
20 lbs.
TOTAL: 150 lbs.
1 - When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended
turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass
variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at
http://sudan.cses.vt.edu/html/Turf/turf/publications/publications2.htmi
2 - Perennial Ryegrass will germinate faster and at lower soil temperatures than Tall Fescues, thereby providing
cover and erosion resistance for seedbed.
3 - Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April - May 15.......................... Annual Rye
May 16th - August 15th ......................... Foxtail Millet
August 16th - September, October ........... Annual Rye
November - February ............................. Winter Rye
4 - All legume seed must be properly inoculated. If Flatpea is used, increase to 30 lbs/acre. If Weeping
Lovegrass is used, include in any slope or low maintenance mixture during warmer seeding periods, increase to
30 -40 lbs/acre.
FERTILIZER & LIME
• Apply 10-20-10 fertilizer at a rate of 500 lbs. / acre (or 12 lbs. / 1,000 sq. ft.)
• Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.)
NOTE:
- A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site.
- Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means.
- When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin
# 4, 2003 Nutrient Management for Development Sites at http://www.dcr.state.va.us/sw/e&s.htm#pubs
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DRAFTER: CCM
DESIGNER: CCM
PRODUCTION:
TH OF
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Christopher C. Mulligan
Lic. No.
031672 �v4
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DATE:
10 FEB. 23
SCALE:
----
JOB:
20.1674
WPO:
SHEET:
OF 5
1992 3.05
- U
1. SET POSTS AND EXCAVATE 2. STAPLE WIRE FENCING TO THE Project Name: DUNLURA FARMS - 41.5 Acres -Tree Harvesting data input cells
CONSTRUCTION OF A SIL T FENCE A N TRENCHG THE LINUE
E OF OF O POSTS POSTS
ALONG Date: 8-Feb-23 constant values
(WITHOUT WIRE SUPPORT) BMP Design specifications List: 2013 Draft Stds & specs calculation cells V
1. SET THE STAKES. 2. EXCAVATE A 4" X 4" TRENCH
Site Information v� z
UPSLOPE ALONG THE LINE OF % O co
STAKES. --
Qr
6-MAX. /�' �� O ul
T CV
I / 1 I � ''� � �z N� �
Post -Development Project (Treatment Volume and Loads) O U) � N o
0 Q `n > N
o =
Land Cover (acres) Z C_J � M m
/ �`� I Jill FLOW r�
� ,----- l � r-" / A Soils B Soils C Soils D Soils Totals V Cf) j Cf) > c) p
Fores tJOpen Space (acres) -- undisturbed, 0.00 M w (3 Z w w O
FLOW - 4° protected forest/open space or reforested land 0.00 F� LL Z O r- Z
�-- Managed Turf (acres) -- disturbed, graded for F+� O > W O O
„• ' I ' yards or other turf to be mowed/managed 2.30 39.20 1
41.50 d Lu co CL C III III
4" Impervious Cover (acres) 0.00 Q 0-)U
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND 4. BACKFILL AND COMPACT
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT IT INTO THE TRENCH THE EXCAVATED SOIL ? 41.50
TO STAKES AND EXTEND THE EXCAVATED SOIL.
IT INTO THE TRENCH. Constants Runoff Coefficients (Rv)
Annual Rainfall (inches) 43 A Soils B Soils C Soils D Soils O
Target Rainfall Event (inches) 1.00 Forest/Open Space 0.02 0.03 0.04 0.05
Total Phosphorus (TP) EMC (mg/L) 0.26 Managed Turf 0.15 0.20 0.22 0.25
Total Nitrogen (TN) EMC (mg/L) 1.86 Impervious Cover 1 0.95 1 0.95 1 0.95 0.95
I I
II
II Target TP Load Ib acre r
Pj (unitless correction factor) 0.90
/ FLOW / I-
FLOW
/// I II� I '• �- - •• '-• - • -
I
EXTENSION OF THE FABRIC AND WIRE INTO THE TRENCH TP Load Reduction Required (lb/yr) 1.65
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
FILTER FABRIC
WIRE • • • • •
3'AUX.
-
�\\\
FLOMt Land Cover Summary Treatment Volume and Nutrient Loads
Treatment Volume Z
Forest/Open Space Cover (acres) 0.00 0.6821 O
(acre-ft)
Weighted Rv (forest) 0.00 Treatment Volume (cubic feet) 29,712 U
U)
POINTS A SHOULD BE HIGHER THAN POINT B. % Forest 0% TP Load (1b/yr) 18.67
DRAINAGEWAY INSTALLATION SF SILT FENCE DETAIL W WIRE SUPPORT Managed _ed Turf Cover (acres) 41.50 133.55 TN Load (lb/yr) Cn
Informational Purposes On OZ
(FRONT ELEVATION) NOT TO SCALE
3.05-1 Weighted Rv (turf) 0.20 U)
Source: Adapted from Installation of Straw and Fabric Filter
W
% Managed Turf 100%
Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-2
Impervious Cover (acres) 0.00
III - 25 SILT FENCE OUTLET DETAIL MOP Rv (impervious) 0.95 -
(SPECIAL DESIGN) SILT % Impervious 0% Cc
1992 3.05 FENCE Site Area (acres) 41.50
12" Site Rv 0.20 w
Q
EXIST. to 0
Maintenance GROUND �� '. EXIST.
ELEV. ELEV. 0
1. Silt fences shall be inspected immediately after each rainfall and at least daily during z
prolonged rainfall. Any required repairs shall be made immediately. 10' OUTLET CROSS SECTOIN
DRAFTER: CCM
2. Close attention shall be paid to the repair of damaged silt fence resulting from end 12" DESIGNER: CCM
runs and undercutting. 1992 3.06 PRODUCTION:
3. Should the fabric on a silt fence decompose or become ineffective prior to the end 1992 3.06 Conditions Where Practice Applies ��I,TH of Y
of the expected usable life and the barrier still be necessary, the fabric shall be
replaced promptly, jj 1_1 I'- I I I CONS T R U C Tl0 N OF A BRUSH 1. Below disturbed areas subject to sheet and rill erosion, where enough residue�A,
4. Sediment deposits should be removed after each storm event. They must be
PERSPECTIVE VIEW BARRI�� C0 VERED BY
material is available for construction of such a barrier.
removed when deposits reach approximately one-half the height of the barrier. NOTE: TEMPORARY DRAINAGE DITCH OUTFALLS FOR USE PRIOR TO STABILIZATION % % TER�� ] f +
1 lJ l l l� 2. Where the size of the drainage area is no greater than one-fourth of an acre per 100 Christopher C. Mulligan
feet of barrier length; the maximum slope length behind the barrier is 100 feet; and 031672 w�
5. Any sediment deposits remaining in place after the silt fence is no longer required
the maximum slope gradient behind the barrier is 50 percent (2:1). °.�� ����'
shall be dressed to conform with the existing grade, prepared and seeded. (TREEIRESID UAL MA TERIAL SSI ONAL S�
WITH DIAMETER > 5" �
Planning Considerations
STONE 70' MIN.
CONSTRUCTION "
ACCESS I 3" SM-2A ASPHALT TOP Organic litter and spoil material from site clearing operations is usually burned or hauled
COURSE EXISTING away to be dumped elsewhere. Much of this material can be used effectively on the
PAVEMENT
rt..- ,. - ;-; . y_ , _:;.. construction site itself. During clearing and grubbing operations, equipment can push or N
�- dump the mixture of limbs, small vegetation and root mat along with minor amounts of rock
°6 I
5" MiN. 23A AGG(�EGATE BASE Q
into windrows along the toe of a slope where erosion and accelerated runoff are expected. - _ _ /' �
1" Because brush barriers are fairly stable and composed of natural materials, maintenance ���.../// T-
PROALE �, _ requirements are small. Field experience has shown, however, that many brush barrier W LU
installations are not effective when there are large voids created by the use of material C/) n
which is too large (such as tree stumps) to provide a compact, dense barrier. Therefore, it Q -I
70' M N. FLOWis necessary to use residual material under 6 inches in diameter which will create a more 2 = rr
DRIP LINE STONE
CONSTRUCTION ASPHALT PAVED uniform barrier utilize a filter fabric overlay to promote enhanced filtration of sediment- � n I-
WASHRACI<
ACCESS
I ��
-� I I. EXCAVATE A 47X 4" TRENCH ALONG 2. DRAPE FILTER FABRIC OVER THE laden runoff. I 0
SNOW FENCE r ,�J_41
- THE UPHILL EDGE OF THE BRUSH BRUSH BARRIER AND INTO THE > (�
BARRIER.EXISTING TRENCH. FABRIC SHOULD BE.If J°r Desi n ri n
* 2 PAVEMENT SECURED IN THE TRENCH WITH „��-�-�a z z
�,� 2% 12' MIN. STAKES SET APPROXIMATELY 36
t' O.C. O W
A formal design is not required.
0
BOARD FENCE AMN PCSITtVE DRAiNAGC CORD FENCE *MUST EXTENT? FULL WIDTH `--- A� {
TO SEDIMENTC%)
Z W
OF INGRESS AND EGRESS � TRAPPING DEVICE Con4struction Specifications 0 � �
OPERATION �j;,.:+••
PLASTIC FENCE ;.; Q
CORRECT METHODS OF TREE FENCING
�--�' �. � � ' ,� -��-, Without Filter Cloth W
PLAN --�" " �� r -�%- _1 O
GROUND _
1. The height of a brush barrier shall be a minimum of 3 feet. U O
12' MIN. PC}51'r'VE DRAINAGE W
TO SILDIMENT -'�' 2. The width of a brush barrier shall be a minimum of 5 feet at its base the sizes of
Z� TRAPPING DEVICE �i -� � � Ln
•:_.., ---- -' brush barriers may vary considerably based upon the amount of material available Q
' and the judgement of the design engineer).
FILTER CLOTH
SECTION A -A 3. BACKFILL AND COMPACT THE 4. SET STAKES ALONG THE DOWN- 3. The barrier shall be constructed by piling brush, stone, root mat and other material
mow EXCAVATED SOIL. HILL EDGE OF THE BRUSH
r CORRECT TRUNK ARMORING BARRIER, AND ANCHOR BY TYING from the clearing process into a mounded row on the contour. Material larger than
TRIANGULAR BOARD FENCE A nihn noun water tap of 1 inch Imist be llistaffed Wlth a inhifilllun 1 inch ballcock TWINE FROM THE FABRIC TO THE 6 inches in diameter should not be used to create the mound as the non -homogeneity
a STAKES. of the mixture can lead to voids where sediment -laden flows can easily ass.
511lltOffZ'ah a stlppt��ni� a wash hose w�it11 a cliaiiietel• of l._ inches far adequate Y P DATE: 10 FEB. 23
constant presstuv. Wash water hoist be canted away from the entrance to an SCALE: - - - -
approved settling area to remove seduiieiit. All secWiieiit shall be pre-vetitecl from JOB: 20.1674
TP TREE PROTECTION FENCING DETAIL enteihi, stone drains, ditches or watercourses. Source: Va. DSWC Plate 3.06-1 WPO:
NOT TO SCALE 3.38-2
PANED WASH RACK
NO S; .a-F III - 28
SHEET: 5OF 5