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WPO201800016 Plan - VSMP 2022-01-21 (2)
BIRDWOOD GOLF COURSE SITE DATA: TAX MAP PARCELS: 75-63 PARCEL AREA: 544 ACRES LIMITS OF DISTURBANCE: 163 ACRES ZONING: R-1 RESIDENTIAL PROPOSED USES: GOLF COURSE UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED SPECIAL CONDITIONS FROM NATIONWIDE PERMIT 42 Special Conditions: As mitigation for the proposed impacts the applicant will grade approximately 0.49 acre of upland adjacent to an emergent wetland found on Hole #16 and approximately 0.26 acre of upland adjacent to an emergent wetland found on Hole # 18 and plant both areas with herbaceous hydrophytes. Approximately 0.75 acre will be planted. Monitoring reports must be submitted before September of each monitoring year. The report will identify and document visual observation, the presence/absence of the dominance of vegetation having an indicator status of Facultative or wetter vegetation within the planted areas. If a dominance of Upland species or the presence of invasive species is observed, a corrective action plan will be initiated. Both areas will be monitored for a maximum of 10 years. Monitoring will commence following construction in year 1 and in years 2, 3, 5, 7, and 10. [Source: letter d. 4/26/18 from Vincent I). Pero, l SACE, to Chris Schooley, UVA Foundation) REVISION TO WPO 201800016 COUNTY OF ALBEMARLE DECEMBER 7, 2018 PROJECT SITE CHARLOTTESVILLE CITY VICINITY MAP SCALE 1" : 5000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEERING Sheet List Table TOTAL: 5 SHEETS ��O��L:NLT110; `' C ; UN; %Ttl1%' %(SHON:ILTL• R y he.No,0402057151 np 12/ 22/ 21 AO��rSIf�NAL am O oc E go 01 N O O a M N Obi N o� DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE LU V) O U LL a J OoLU U w \ ' ^ J O O2: Ow m J Oa m L H JOB NO. SHEET NO. 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I <�SOI P O �, // / I \ , `^1/`K"�\ S"A`;°o I y 7 _ _ \,`,`, I r,�y�\ , \\ - \ `! 14E 19C `' 1 L ', •• :;r P ,`,, ,,,i ; - . \` > � \t' \� 1\ 1 1}`�.Y`� ' 11/I r'i"C---' _'��` -l' _`S�I �'YEE: \`` �„ I Y- P = `�� •�°°e• �, �: •',�, I � L 3� „s s' // ' _ II i J'I i ���I�' \1 \ y`>�,, ,`I \ -C_I� _-�;f;✓-- - '�(,1,6'' I �. ":����>s��„>s��„� '�„�. 1 ♦ se 1 : • ! C��,>s �a /// ,�i.° ' \ ' I j _mod \Z,�c\/T,'` ``` \\�`Y `9� 1 - -`'il '' I:�'�.� :.:.,_��-_ "- ___'_'-_1 ` �" ` SOILTYPE: /� ••°�•� OR�PE: o`�:' I , "` , _�� >�i� SOILTYPE: $OILTYPE: I I I i - `, \'\� I \\ , \I\, _ ���_ -_\\ir /""F,,i ,r5%, i�' _--_--_--___- _'_ (x`� '�„r/ $OIL TYPE: �,� ` O` _ '` 19B \ � e ° •(! • �� ` r � „ 37C3 / 96B /' \- I I ," I- - � ��" \ \� 1 I\ r, \I _� �\1 ,11111 /It ,i/ 111 I,'%, '/_ �__ ___-- -'/! ___� 14D ` !n _ ` s• •ee / i,inf��. I _ �`, \ ,\I- \P\ 1 - IIII `,- - :`:A I11111p,t, 1 , �•`, �,\�,\____ -� _ _ ii,>s`,,, OIL TYPE: e % ` ` 1, \ ♦\ 1', `\" 1 -'I IIII ;��- _ W\„II4111` `�: �j` �•`" __ -._ - \ ,_.�,�' •� \ , `_, SOIL TY / ,r+� ` I I I'I,`. ` ( \ ,�\I,I I -� 11 , �\ 11, 111 - „v\\„� _ _ - ;•�,,,./� 20C3 r \ --•.__ „,,s^ I ` I \` ,\�, il1\I' ,, ,t -l``-___+_s; �. .11,1 11 y��`\ -_� .f' N SOIL E: � f \ 1, _ / 36C „✓., \ `. -15 11\Cr I �I11 ` ,\ `\`, .```_ - CI:1`\`.:,,\.< ___ j� 4D ' „�/",,r✓ \\ J 1\ 1 ' f_��,�,a - �f ` I `,` `,` /,/'i' 1+ I I11 _�.___ _ - � \ r _ I 1 ;,\` --_-I`\ ,,,`, ,♦ :" \ : --, �„ ti„A' ' FOREST 230.5 AC ! \ \ `, i f "�� _�:``�\`��`N,-?.Z�_,`,;, I0,I",,,\,�\„\'\," 1 \ 1 SOILTYPE / ••,% „•. / j \ , \ "' I, `♦:\,\; Q,'I "`I Ii'IIiillii 11i111`\\\` `�'S / I �„ BRUSH 42.0 AC i ��A. - ' �I II 1 \ l `y 36B _ -- I `\ \ '1 Ii, It -, rC �J/'I - s \ \ ` 11 \ \ ,. �\ < 1 VfI SOIL PE: LTYP ��„ / SOIL TYPE: �.� I �'f , ♦ �/ Iv -. ,` \♦�,\ , I �1,IIII '1 III \\ 1`� �, TURF 27.5 AC , 2 3 • •• •• �� - ,�, - ..�• v,� _ ♦ - /�J ICI i /\ 11 \ `� ",:. , ) \ 41'Iy,}�/;4 „y,4,/ I1,1 „ `1 +, �� I I g i �„ / •' •' 19C 19B SOIL TYPE: SOIL TYPE: - '. I \ / ` „ 1 , n, ,,{,-µy/1j((1�1�1,[`/�J` , I�,C�,Q_r[1l „ / I , r \ a % POND 5.5 AC f 1 = -" �'.1�yp�/p1 (�\/ _ .-\\ , 1\\ 11111111,11'•"c'\;`�'``\`ICI'\ \"i I'/l 'I Imo! `„ L� ' .> :, ••°• '!, _"'_" _ I . ,- h f ,I ,�'�-� a'i >/' / "� - FOREST 14B \ }� , \ � \ / \` , ` \ I ', i'I'i i ,,C \ \ \ , , i i i _ ►„ . ; e _ _ �� F"'._._'6iiYi/irt'"-. . ## ' -i '' 1 1\\ 111/ I ��., \`� ,♦, 1 / ,/ �•,m IMP 4.5 AC f �` ` ,1=, ���1"�11 /1C r:7 �c�,� _ ` �I I 'I' "\` v� "` \`� ��\�C `\\\\,�,\i ' I ,i-_J�: �' �'��, a °° ••o e I POND 0.5 AC ) r 1 '- -r, I �% ,�!� I i ,\I vYi�_x 1 li'!I`�`I�N>Q,a '``�"`♦�„\�\\`;;a,\\I I', ; /.:_`: / TOTAL 310.OAC r ` I/ _ I I �„ aT '� Q1 *IS� .'� ; iI1 YL _- `\1 \1 �. ``'±::V,`�:. \I\.`\I`, 11I\,\. l__ \ +',,.� 1 / : .v • / MP 1.0 Al, "i„ I `, -t\'� ,� y �, `\ ,>A `%: ti,�; ``•,. „ \``\\, 11,11q'pl\�nl`\I\�,, ::�-- ` SOIL TYPE - / .F -�{7.4 _ ,l ♦`\ \,I K `. ; ,`., � : N` \\I 'll '''IIII II'1111111I'\\`-„ - 36C � •�fJ /`n �,,, /'� \ 1 \ ` �y., 11 -c' --=: ',' :,�„ � - ,\ t�dllh'��ii'Ilpi'iIi'Iilnl riil`1',\ _-, i _ ` ./ I ° .• T r 59.5 A "�. , ` � II TOTAL �6.O AC / / � f /�"'+ / \ ` I\�,u[`�\, `�-t7.�J=,�il`iy-1 �I, ,vI �"\ t +r,lulr,y/✓,I, ,r l„I `` ,� /^` /C _ SOIL TYPE: f„: _ ,, -- II / u, /i,, ,,I/b/r/, , \`- �S 'SOIL TYPE: „�' v.e j \ r - �Q:: •�.l, - , , ,/I ge(i1,,,(gl Iq 1i`�I`"�-_'� „� LIMITS.�F WRFiME 14C , Imo, 1701W0 5.5 �C • I `,, 5B ' / / ' I \\ \ I I\\` ``/ lk '' �? / �'(J/ 11/)it ,Il(� IId\ I,11 ,111 \C.-_ `_ f• • / �Ir_ 9 _�"',` �•+�, '--�r\I I I \N,:\,p ;"`�"��� - - i _ / �� �1,,,,V' . • 1.0 AC / �- /_ / �` \ I 1 �\ T , T:1_ ' j `h ` _-." `,, $' -s.� J ; `1 \\III A,' ,J ``- "� = _ __ _ ` SOIL TYPE: f' f� •T,y� �•� T \ ` I / \C\ 1 ` _L� / ` / 1 _ ,,`,, `� ♦ \ I -_ �` \``I\1 1 i l'i'1\\`�♦ :\`� -� -� - -:"' _ � \ 14D e ',` le 7 - / I ` '' / iI _r -_- '\": L. `� - ` -~ / .L." SOILTYPE: 'r' /§I� _ ,f 1 / s I \\\ J- \ i •' '// l / _, \,� \\, ```: `-`' �' t, ," �ti.� \�`♦ k�.,.r•���! $OIL TYPE: �il�lls' / f,,,, sa' / / 20D3 / „f", P 1 ,` \ IL TYPE: I \ I \\`, 1 r / ,'','' -I' / '_ = `, =L .: C„`_� \I�IV \ \�,C _ \ ` l / IL TYPE: ,,,� / - l \ �I /\l C ,`'�/,'. l , t + l„a \\\-2`� ��`�, _\ N.,I7', \;,,\ \ ��i•� a / /' 20B3 ".� �,� '�j f E 36B /`5013 BPE� I- I t I , / 1 ♦ I / , ❑l ` \A :` ��: �:„v �r� __�: :�\R'..N `%, I ��_� I/ .,oJ >/ "aI ,� \.^ i 20D3 SOIL TYPE: // /yp� '� t \ / 11 / i J� \`,. ,' / -, �`T8�_•r�tt,S,��=� �\ ,, " C� �`'=-.I'_\\`:- _ -'_ c '<1 -a \ O / l ` / " / ,�►r a �,a / _ 1 . , ' . I \\�--�cF¢:\ :``�a,`;� �`��`_--'�`a _- Iskn- N I If SOILTYPE: I / / ` ,,/ ^/' /� N"t � / URF 25.5A� _ \/ -r� \ ,,.�„ OIL TYPE: `j1 , C ♦\-_"-, ` , ` ` :"_ t ` W 14B ,>/ / /\. I 36C I VRCJT Cr1113i� \I - \ `'' , i / r , \ - �,♦\ ,� \ \\'�: `` \ _�� \ , ;\I♦ ^:_-_-1 I / "'S L TYPE: ! / // ,,,,,f" �,., SOI �D PE: ' / / ` a);`•„�,,,,� \ - '•�... / / / POND 2.0 AC /rf/\V\•\ _\` \,,./'I - _/ ' I/ -`I' \ I 1 ` = \_/ 1 \ % 1 / FOREST 4.0 AC �- � I - i / `" \ \ `„ ` \:4�11 \ 'y„ i ��\ / % / / BRUSH 4.O ACi \ / ; _ OTAL i' 32.0 AC ; \ ,, ' I ' I I' :\ I\$; `\\`\`♦ •♦', `` -_ -_ ,N\*.`i ` ` $OIL TYPE: ./ PO „�"'�, '�`/ / TyRF�--r16.5AC ;/. / \\ `^\ _ - I ,I\t' ' \ \ ' \ ' / O 1 JAIL YYC / �, /,, I ., �'' - ' --= \, 1 \\ , I f . r., � ,.7- IMP 0.5 soI PE 1,+ D ` \ 1 \ ` - / I r ♦ `I ' `, \ _ _ _ _ "` ">!`,�' \ f 36C I 1/ SOIL TYPE: SOIL TYP / / / - j /' i , ,1 i'I/r,11`\ •\, \ II'`:+•`.-_ ,,--__- -, _:- I `." ,v i',,� �.\,\ I ` -� 4D ,• - - 1I W f /NIA TO AC 9C PE 1 �J/,�,� ,/ �,..�„ =�' -� i Jj ,�(�� �,►'. S'O / I \ OIL TYPE: �,���,�'� ` � I/��C� ' 4 V _ = + $OI „00" !'" `` SOILTYPE: A 11 I \ , \ , ,, \ I _--_-_ 4..r � \ `_-_ 3 A SOIL TYPE: IL TYPE: �.�� _ SOI �� "��../" /' ,- \I i v _ _ _ - 20D3 �'"' _ 1 ,_ i i I� II \I ` `,:� _ -_-_ ,` - `, \ - ,� �\\� �,.I" � 19B A 19D ON� 2 -� L - :\ 20C3 /�I � a� �,'��� „��„-� .,�f,,., " ,1 ('J ,, /•�\ �� I �.-S A tl 11I iJ I 1 -,, -_`'// 1 _ - SOIL TYPE: _/__-,I \ _sue+ In I / \ r ' `� ' I l ----- __ J �F,��:,/ I _ ` \ - / 20C3 - I � �,, 1„ ,,>1,�,�,,,, '/•T ter• -='•r.i>f i `�/ \/ '�/l i i 'l // I , f \e \ i � \ I \ i�`4F� �- ` �\ / \ A I / - �'�♦ / % r�'-_s► '�• / ` ,,,,,� : �� � ' ' y I ;- \� "1 At;RELQ �.5AC : I ' ;, / \ - \ --` 1� EST 32 C f /, �s1 , ' ; r'I "�- - - - - �� , `F > \ / N / - _ -M01�E .Cpp�� -�A{ 1 ��, ,/ � . `� , ,/� i _ �. ,_ %/ ��.: -\ \j \\3 I , I // ) t\ •I '� -_ I\,J \` iAI/- ; R H 6�QC �` r �'° ,:} _ -:4f` :qe`'j '� I /' y fs �- - :<� ,_ ', /�; - I `h E ,.,�>1�,,,,!_� „>y�I,,a - _`I % I {'I,� J`.(�� 14 f/ I�S� �-c-/-�"'�,1 f � i I\��I '- ) I I 1,/( J , � ``, I I , "1,/' ` TUR 4 I SOIL\I1'PE: + ` ••, ._1 .y. - / S L !_y /_" _ 'ems', „�"��• II 1! ___ I I I % 7 I `I(�J /�� �-�f� Y� i ) I �\ \"1 / ' , / / i I'/ i �' sljt i I l r) : - _- _ �."t� TOTAL: 42 A 1 C ,al'• OIL PE: •.. ,•.: • � / �_ i „/, / �, - `\5r' I /'- -- --i'� _ _ \ _ I , I I I It �'' 'I I //i !� _s _ y' Z.�` \ I \ `1 , ; i f11 / 1 1 I I I, -- \ a °• / I / il_ J'' t/ -ram/ 1.1 / - ,'-' "/ _ 1 iYi� f:� ' _-_ \ \ I „ ` 1 /, 1 _ I 1 I' ,tom / ��I ♦\ IrI I J '1 `I 1 ' ' / 0 3 ,s>,•' • 3 /` / , Lmrlj�©p WII,om -t' -1\` , I - I - '! f_ = \ '\ I 1 / `, , '/ i i / % ,, ; • . - I �, '. / �+/I� -�= , v-;'-• �� „t/ '�_- -- _ -�= -` li �-" l ' `1 r,ll,J '' 'C�- 'I I\ 1 , `I `, �' � � � f 11 f � � , - 7 `, `1 , \ ��'" ; ; I `! � 1 `� ,/ ; /--- I I 1 1 / 1 4, I ' ' $OIL TYPE: \ " e '' ( '` •e /I_ _ I'I'' _"` _^..:/l - / - ''-!-___- '-' ,'{ I, '0 /'/` _ \ I / I J r� I \ -` \ \ 1 I )\.^✓ I `, / r'7, It \ _- __ \ 1 I I \ I ' f ` ••s •• J� / -- • I.:: " , / _ JIFOOO J`�`\�, `. C , / i ,'I _-� - \` \ ` \ I I 1 _ � , ,'� I ` / \ 1 , I / _I\ _, I ri t /,�, 1 '�� - -, r I I, 1 / i a `, 1 , : i \ 36D -:� � 1 -� / '�iy_:' __J �: :.�-' - '� ` �,_ r /,_-_^�' it t :Z 1 UKR� tiL` 1 , _ ��/,M1, �\ ` , , ��\ �, 1 , I , '' / \ I , 1 ,`F , \/ , 1 11, I 1 '\ /' ,,�_ ` I 1 1 , / \ `\1 , I '•f I � •• \ �'" I % - --I /�' :"'- t/ I I _ '''_-� ♦ w \ , \ 1 , I .tt �"�? r_ ` ` \ �UT / \ '\ 1 �. \ , 11 r , \ `I, �, , /'lj llr ` (\ F \ `-: /! ,- '`, r: / 1 4FI I I / i`1 I, `:,d/ - / i ♦ • .r i_ I /,11_ `` -- __ / , - \' 1 1 1 I 1 ,� , , -, / I , 1`� _r I \ / IIn I �',_ 1 1L/ \„h , I / `'•►'I�,� •�•••• ' /e -/-�,�___ - <`f / / r' ,r"I�-� \ J\�(1\ \11 , I ( \\\I , I 1 1 i I \ J 1 1 1 , / , I Ii' i , I( I r'� J\� _ ___ _1 `/ , ° _ T, __ 1 V _-/'-, , i ` \ / I i1 /\ i wl ,il , rl / 1 \ \ SOIL TYPE: ' J -r-- i \_ _- - - - \ .., 1 1 , 1 A'l 1 ' I/ ` / 1 1'I �/ 1 t \ ,ell I I /.1' i • ` 1 ♦ S L PE: 'T - ` / �I J 1 ,( , / � 1 I `\ P ,l 1 1 ,'I , , ( I fI i I' y\ r t 'I 14D % 1 D !✓ e\. ' _ , � .�i'C /'� � _ �._ ,,/,'" - `��` f�1I I , I i(\I'-'^,i:' '1�( T, A 6I 1 SI 4/ �i 71 , I� i l IIII � /^i�1 ii' �`, t / /',' ' I / '/ , /'" p / I I ,��" 9 / • �___'. , /. ' �i _ / '� : !�{ ul/_--- 1 , 1�!' r I I \ , 1 c * (. / 1 I I 11 al/ rl' 1 Il /ter 1 I / / I I I • • ,•\• h I/ -r ./ I/-J / -/% fie. , .��L1,(, _```v I -� ,� I /URF I CI I '1 5C ( , , /// 11 , 1 / lr 111 / , I , /J' ' \ + I I I ' 1 ` • / e ' .Y" , __Y�__ / ` / /+v-1 - _ ` \ f`_'__ �, - � 1 ' \11 r / + I '�/ ,l1 1/ 1 , I I „� / ee•�•• ' - _ _ I -9� _i , / _ -r' �, ` , ` � �� I-, -« ---c n i I i l 1 , / /i\ i I I �I I a11r1 t \ I \ �'.: / ' I \ I, , r ,' / I ( A, /` / / - / y w -/ \ +Js�,-..:� - / / s;'ia "') .\-`-. \- . _l \ , TOT�CL' I �\C\ , 1`3 ACRE L�TS 4.5 ACC 1 I 1 !>/ ,;( \\ I I F ,\�C`-'.'. ;'9 ; _ =, \ I I + f\ ee• a SOIL TYPE: ` g:d` 'ii / - - ,'--'-' \'' I ^- , > I l \ 1 r /r , I- '/ I r //` 1 - 4 / i _�•' - � '1_'=, ' I I , \ `, \ ' I <" - 1 O\ , //I .i , ' I (I i \ , , , --/ ,'i I \ \ , I ,f` �. \ /� ° 1 ... ��- - -,-i I / _ �,�',--^ _ \ I I I , i l 1 1 / I/ , w,/ / \ \ --_ _ ♦ \ '�� ,� •• .- i , / ,,;, rr' 1'I I / ^\II \ , ,\ \ , , ,O V' I / ( , I. \ t I / I _ / 1 , / / , 1 , , I , \ �� wee e ,.�_ ii >.'�.„ , //`I /I\�,/{/ �_, sf � - "- 1 1 / / • I \ 1 / I , ✓\J�3 I �\ I. ,//' -/ 11 I' , Inll `_` --__ / , \ ``' \ I, 1 ' ` •,,1: -: / .0-_i,J'�. d -If - iAI II. 11 _ /-, r'_ `, `, I I I I', I , , f I t , , , \ / , Y / //,- lI -_ /III I \ ,"lI I , I \ _\ \ // •e. _ _ _ _i . - - �- �fd••i,', , Zf , , 11111'I. , -,` --- l 1 I [�-� \ I< ` ` ✓'\, -�� / '/�I ,/I / I , rr, I,' _ I `, \ �, +` '\ .. ./"'�. :M'•a4 • �>� L , I ' / -- - `+ 1 1 1 II ,\ ` `\` I-\ , `, , \ : '//'!.' , / I I I 1!l 11 , - m -,` , `\ \ ` \ e s .. ,1� •ii� _ / \\ I q I , /'/ - , 1,, 1 \ -_-_- `o `r 'V , , \ I, \J ` r - I' ,--/, ,/ I I , l , I -\ + / \ ♦ \, \ • d�y.�, ...:. • °'s' , / I 1 I I �. ` 1 1 ' ` ` . : \ \ , \ ♦ , \ L S �I _ ,�/„ , , 1, rr, I `\�-, ,_ \ I I , , / , 1 I TYPE: / a e e. 11 , \ 1 , _ / , I m �\ \, ) 1� `, ,` _ ,/�i'\ 14E o •'-/• •.. •ees• i - ___• '/''=-:'�•�-- I 11' , ' : '/' -LJ --__ \ ` I i i41I1 \ ♦ `` I _- \ \ `\ `\I`\ \ ` // �I',/If -i- r -�'r^ I �!,,, /II I 1 \ `%, , . `/ ,' ; //' ; ' _ `j!l�l \ � -< / �� J .•••�� r"IC\-lllta3T---aN 11c _---- '' -/��/` ` 11I ''----_-`- %'/ ; 11 /'\ o ` ,� ,I I `, \ `♦ \I I' i� ", , I `` 1I ;I' I \^, 1 /- II `/ / , ' , .`�, `` %�, \ \ ' i $OI TY •e,�aG I\ �I - -' �! /�_ l ,�-- i 1 , i i , -/ -1 )„ / /I' J I I I ,,I\ \=,� -,-' I, i /,' - % I 1' Ir t/- l I o / 1 , / ' i / _-`I('i, I / \v / '�Ia�„ ��• •L/ •••1• i.i _ _ - _ -i- 1 \-Z :I'/ii, /i ` I _ `, I / i /Iy ( \\ \ )` ` ` / -i- -'c ' '/` _ _II � il' I ` / ' , / �i ,, / I mot/ f 1 I I , - - \ 1 ,I n'i c . •°. , /' �� --T�IF2F _ __4.7 AC I-� - - - - _ , / , /' / ,-l/ i /, /, i I I - I _ l- i .`- ` ♦ - / ,'/ \ i I I"/ `_ i,j .i. 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L -.;� � , t 1, / - ( 1 / I I / 1 / „- \ 1 I / I f 1 I 1 r '/ 1 1 / 1 I , 3 / /I , / 'I I/ ,/ ' ', // v y i _ _ -- ._ ,, / , /11 I N \ I , __ , 1 ,,R/^ i -- 111 II:--,- -''-' /, \ ' 1 f 1-n/ _ I . _-_ , / I I I i ' / ,, /I'r �r „'�,, �4' /://Ir I f 1 ll�I : i . : i / - '/' __ '--__ - _ I\_ \ ' , I I I I , ;, 1 , l I , , I S/'`y_ I l - _ - _ `x _ \ , I 1 1 )_T- 1 ,--�•- �_�-_-' __ I , 1 I I / 1I 1 / I ` `♦ I i �-� , ') "I `\, I, _/ "'' / / ' / '/, ,I „�, /,/I , r , Ii_ ii -'/ _ 1 I I I , ♦ \ 1 I { \� - \ I / (- 'II : I /' 1 I I I I ,' ' , / `\\`\`, `\1// I ' 11 / J 1' / ' i I', , I , / I r/ i1'/I '/ ,,/r -y'y ",, I ' ' _ `h , I 1 I ` , \ `\, ` 1 / I \ - _____--_ %'_� `♦ `\ , „ I' I I \ - ' 1 1' \`I , l I I „ /1 ,/ 1 ,'I ( / r / 1 I _ - _� \� 0.I : /i' T ,j 1 ' I / f / '; ' 1 ,' / '/////ir/AI//,,I/,I///'//'i l'. ;,/�%//�/,,'�, ;,'/'/. _ L//- _--�I\`a\\1 �n1 \", \I`i l\I,`I\ \,�\`\\\'\\\�,,`_ _ `- ____✓�\`, III =I,, I, ,1, 1_�`�/�''Y 11\,`. �i,'I / `I `.:I �,�,/j„/11• /'i I I/ ��'f i'l%/ __\\ ,''- \ /�' L-� 11 ,\ ''/i �'-,�' 1 1 •//,� yl� '!li// "/I II //:.. li 'I/.' / --/ ---'--a , C 1,`„ '\`i II` \ \`\�,, \ ` \, _ 1' ,/s' J \ Y C��, \ f( /^__- `�'\ ly! lil,l///i i1 /r, i jam,- \ ,1 , I I- .�`�C.t I,�'\\__i�/, ) , 1 1 1\ - / -- L DRAINAGE AND OUTFALL NARRATIVE THE SITE HAS 8 MAJOR OUTFALL POINTS ALONG THE EASTERN PROPERTY LINE, WHICH DRAIN TO MOREY CREEK. THE DRAINAGE AREAS AND LAND COVER CONDITION ARE GENERALLY CONSISTENT BETWEEN PRE -DEVELOPMENT (GOLF COURSE) AND POST-DEVELOPMETN (GOLF COURSE). THE CUMULATIVE DRAINAGE AREA IS CONSTANT AND THE CURVE NUMBER OF THE SITE AREA HAS DECREASED FROM PRE AND POST -DEVELOPMENT CONDITIONS. OUTFALL 1: AN ONSITE NATURAL CHANNEL CONVEYS RUNOFF FROM THE SITE TO MOREY CREEK. THE DRAINAGE AREA WITHIN THIS OUTFALL IS GENERALLY UNDISTURBED - AN EXISTING GOLF COURSE (TURF) AREA WILL BE CONVERTED TO A MEADOW (BRUSH). DRAINAGE AREA TO THE OUTFALL. SOME AREAS WITHIN THIS OUTFALL ARE CONVERTED FROM GOLF COURSE TO MEADOW, WHILE OTHER AREAS ARE CONVERTED FROM BRUSH TO GOLF COURSE. THE OUTFALL IS A NATURAL CHANNEL FROM THE POND (#2) TO MOREY CREEK. OUTFALL 3: A LARGE ONSITE POND (#3) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL. THE UPSTREAM AND DOWNSTREAM NATURAL CHANNELS HAVE STREAM BUFFERS, WITH SOME AREAS BEING USED FOR MITIGATION (CONVERSION TO FOREST). THE OUTFALL IS A NATURAL CHANNEL FROM THE POND (#3) TO MOREY CREEK. OUTFALL 4: THIS OUTFALL POINT IS A NATURAL CHANNEL, BUT DOES NOT HAVE AN UPSTREAM STORMWATER MANAGEMENT SYSTEM. WORK WITHIN THIS DRAINAGE AREA IS GENERALLY LIMITED TO REDEVELOPMENT WITH MINIMAL CHANGE IN LAND COVER CONDITIONS. OUTFALL 5: AN ONSITE POND (#3) SERVES A MAJORITY OF THE DRAINAGE AREA TO THE OUTFALL, BEFORE THE RUNOFF IS CONVEYED TO A NATURAL CHANNEL. OUTFALLS 6/7/8: THESE OUTFALL POINTS EXIST ALONG THE EASTERN SIDE OF THE PROPERTY LINE. RUNOFF FROM THE SITE IS NOT CONCENTRATED BEFORE LEAVING THE SITE, BUT IS CONVEYED TOWARDS MOREY CREEK. "�""" � SOIL DIVIDES ■ ■ DRAINAGE DIVIDES LIMITS OF WORK SCALE 1"=300' 0 300' 600' Jr �•:\LTH 0�. 1 L'' �I\.\TH•\\Ji.SHOW.4LTUty I.Ic, \1l, 040<057151 A 12/ 22/ 21 �4' T �'S.S/r/ 1 �Cl` 1VAL M C 0 � , N N N C > E w , E W �vy3 Q LL 3 C) LL O n K Q< j U CO w J - I/1 ti � C��7 I O N .z w � J X N = ce v LL 0 Q z 7 c U > H Q c I1 0 a N I_ M a � O J � F- In d ZD O 2 C7 D l- c w > 2 Q z O M > ce Z) 0 OC Z O i f H Z¢ Z J O IL U Z V) W O a U z Z O C) O . Q K K � m G G z< z< Q Q II DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE z G 0 W W Z) Q I 0 U 22 LL > a ..irI- �zz W 0J� D� W Q ( n V p -i m J 0<z 0 Ie I� � W Q ce 0 V) IOB NO. 40490 SHEET NO. 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REFER TO SHEET C404 FOR LAND COVER COPMUTATIONS --1.,IN., V.I.J W P' ' DISTURBANCE G.._..�Islslslslslsl! LIMITS OF DISTURBANCE WORK AREA ■ ■ DRAINAGE DIVIDES �o,�L:NLT/•/ 0; `/ C I 2 �' ; U� %TK-NX N. SHOWALTL•R y Llc. No, 0402057151 f 12/22/21 �4v T Frsl .�G\ r.' t. / NAL m E O 0 rn N u N c > E w a' E _ a+ QP,I y' 3 LL LL K Lu t M a _j U m J - uj N N N v Z 1- y 7 � LL 0 Q � � tn = N N = U > N H C� o, I N d M 7 m J � I- 1/1 K O = m O K = I- 0 w w_ = Z O > O r�� 0 �c c� Z O i f 2 Z O CL a = u 2 ti Q� 0 dS OO Q W ctic O G m G G � � F M 0 E DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI z O �W J V 1 W W � o O UQO i ^ I..L J � Ooz Ur u W J 0 a W [O V O a Q O z 0 Z Ce W I --I 00 Q C: G O V) L SCALE 1"=300' 0 300' 600, JOB NO. 40490 SHEET NO. C403 SEPTEMBER 20TH 2O21 WPO AMENDMENT SUMMARY BIRDWOOD CARTPATH PLAN: THE BIRDWOOD CARTPATH PLAN HAS A LIMITS OF DISTURBANCE OF 1.90 ACRES. 0.23 ACRES FALL WITHIN THE PREVIOUS LIMITS OF DISTURBANCE OF THIS PLAN AND THE TOTAL LIMITS OF THIS PROJECT HAS BEEN EXPANDED FOR THE REMAINING 1.67 ACRES TO SHOW STORMWATER COMPLIANCE IS MET THROUGH AMENDING THIS WPO 201800016. THE CARTPATH PROJECT CONVERTS A TOTAL OF 0.71 ACRES FROM TURF TO IMPERVIOUS. THE TABLE AND CN VALUES OF DRAINAGE AREAS 3 THROUGH 5 HAVE BEEN UPDATED ACCORDINGLY. LAND COVER SUMMARY TABLE THIS TABLE PROVIDES A LIST OF OUTFALL AREAS (TOP LEFT OF EACH GROUP) AND THE CORRESPONDING PRE AND POST DEVELOPMENT LAND COVER CONDITIONS. ONLY THE AREAS WITHIN THE LIMITS AND THAT HAVE A CHANGE IN LAND COVER ARE SHOWN IN THIS ANALYSIS - ALL OTHER AREAS WITHIN THE SITE HAVE A CONSISTENT LAND COVER IN PRE AND POST DEVELOPMENT CONDITIONS. SOME AREAS, SUCH AS THE SOUTHERN END OF THE PROPERTY, ARE OUTSIDE THE LIMITS OF WORK BUT WILL HAVE A LAND COVER CONVERSION AS GOLF COURSE (TURF) IS CONVERTED TO UN -MOWED NATIVE GRASSES (BRUSH). CURVE NUMBERS FOR LAND COVERS ARE BASED ON TABLE 2.2C OF THE NRCS TR-55 MANUAL • FOREST: HEAVILY FORESTED AREA, GENERALLY AROUND THE PERIMETER OF THE SITE. •• CN=55 • BRUSH: LOW MAINTENANCE AREAS WITHIN THE GOLF COURSE SITE, WITH A MIX OF VEGETATION AND GRASSES •• CN=48 • TURF: GOLF COURSE TURF AREAS, MANAGED •• CN=61 • IMPERVIOUS: CART PATHS AND OTHER STRUCTURES WITHIN THE SITE. CN=98 • •• Q1 EB = REQUIRED Q1 FLOW TO MEET THE ENERGY BALANCE EQUATION. IN NO CASES SHALL THE ALLOWABLE FLOW PER THE ENERGY BALANCE EQUATION EXCEED THE PRE -DEVELOPED Q1. Pre -Development Post -Development Pre - Development I Post -Development I IQ1 EB 1 Area CN Area CN Ql I Q10 In Ql Q10 In Forest 0.00 55.00 0.00 55.00 1.2701 8.0301 0.0861 0.020 2.9701 0.012 7.281 Brush 0.00 48.00 3.20 48.00 Q1 Post-Dev is less than QEB Recuired By: 7.261 Turf 3.20 61.00 0.00 61.00 Impervious 0.00 98.00 0.00 99.00 Total 3,20 61.001 3.20 48.00 Pre -Development Post -Development Pre -Development Post -Development QEB 2 Area CN Area CN Q1 I Q10 Ivi Ql Q10 V1 Forest 19.83 55.00 3.63 55.00 11.2601 88.9601 0.8761 7.340 78.9601 0.7031 11.225 Brush 0.00 48.00 17.00 48.00 Q1 Post-Dev is less than QEB Recuired By: 3.885 Turf 19.18 61.00 16.68 61.00 -Impervious 1.50 98.001 2.20 98.00 Total 39.51 59.391 39.51 56.92 Pre -Development Post- Development Pre -Development Post -Development QEB 3 Area CN Area CN Q1 Q10 V1 Q1 Q10 V1 Forest 27.40 55.00 2.60 55.00 16.980 182.730 1.626 12.780 172.430 1.4511 15.222 Brush 17.00 48.00 36.20 48.00 jQ1 Post-Dev is less than QEB Recuired By: 2.442 Turf 46.63 61.00 51.77 61.00 mpervious 1.00 98.001 1.46 99.00 Total 1 1 92.031 57.211 92.03 56.30 Pre -Development Post -Development Pre -Development Post -Development I JQEB 4 Area CN Area CN Q1 I Q10 V1 Q1 Q10 V1 Forest 2.40 55.00 0.00 55.00 24.3301 139.740 1.567 18.290 128.0001 1.3191 23.124 Brush 0.00 48.00 7.50 48.00 jQ1 Post-Dev is less than QEB Recuired By: 4.834 Turf 49.99 61.00 45.54 61.00 Impervious 1.40 98.00 0.75 98.00 Total 1 1 53.791 61.701 53.79 59.70 Pre -Development Post- Development Pre -Development I Post -Development I JQEB 5 Area CN Area CN Ql I Q10 Ivi Ql Q10 In Forest 3.50 55.00 3.50 55.00 9.4301 53.0801 0.5711 6.100 48.1901 0.4741 8.124 Brush 0.00 48.00 3.30 48.00 Ql Post-Dev is less than QEB Recuired By: 2.024 Turf 17.50 61.00 14.00 61.00 Impervious 0.40 98.00 0.60 98.00 Total I i 21.401 60.711 21.401 59,05 Pre -Development Post -Development Pre - Development Post -Development QEB 6 Area CN Area CN Q1 Q10 V1 Q1 Q10 Vl Forest 0.00 55.00 0.00 55.00 1.6001 6.610 0.088 0.370 4.000 0.0361 3.129 Brush 0.00 48.00 0.60 48.00 Q1 Post-Dev is less than QEB Recuired By: 2.759 Turf 1.70 61.00 1.40 61.00 Fmperviousl 0.30 98.00 0.00 98.00 Total 2.00 66.55 2.00 57.10 Pre -Development Post- Development Pre - Development Post -Development QEB 7 Area CN Area CN Ql I Q10 Ivi Ql Q10 Vl Forest 1.60 55.00 0.00 55.00 7.2301 45.5301 0.4901 4.240 38.5601 0.362 7.829 Brush 0.00 48.00 5.70 48.00 Ql Post-Dev is less than QEB Recuired By: 3.589 Turf 16.05 61.00 11.75 61.00 -Impervious, 0.50 98.00 0.70 98.00 Total I 1 19.15 61.491 18.15 58,34 Pre -Development Post -Development Pre - Development Post -Development QEB $ Area CN Area CN Ql I Q10 Ivi Ql Q10 V1 Forest 0.00 55.00 0.00 55.00 0.1301 0.6401 0.0081 0.090 0.5501 0.0061 0.139 Brush 0.00 48.00 0.00 48.00 Q1 Post-Dev is less than QEB Recuired By: 0.049 Turf 0.20 61.00 0.22 61.00 -Impervious 0.02 98.00 0.00 98.00 Total 1 1 0.221 64.361 0.22 61.00 REFER TO SHEET C402 FOR MAP OF LAND CONVERSIONS �k, \LTPj O/. %TI11\ %9. SHON 1LTER ➢ I IC \n i)Ji_i_(1$71`I 13 12/22/21 Ln ZD 0 0 x cD 0 x 0 w x Q z 0 ce Z) 0 CL O ad z O E f H DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE LL J O 0 0 O O 0 0L 1H 4 co a z O U w J tY Q w m J Q U) O I --I Q J D U J a U ]OB NO. 40490 SHEET NO. C404 L a Virginia Runoff Reduction Method Worksheet Virginia Runoff Reduction Method Worksheet A� ` �L„ NLTN DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 ,1 �y' g P P P Site Compliance Summary J •tyt,�y�wer.�CAr LIMP Design Specifications List. 2013 Draft Stds & Specs 's• �TH.AS VL SHQN:ILTGR ➢ Maximum% Reduction Required Below 20� * Note:% Reduction will reduce post -development TPlood to less than orequal to baseline load of65.351b/yr(0.41 lb/ac/yr) Site Summary Pre-ReDevelopment to [Required reductivn far PoSNtepev.=Port-ReDev TP bad -baseline bad of65.35416/yrJ, baseline loud=site area x0.41/6/ac/yr �.1�, �n, U„iU�05715i Total Rainfall (in): 43 7 Total Disturbed Acreage: 161.00 P�s I2122121 CYJ� Site Land Cover Summary REMAINING 1.1 LBNR OF CREDITS WILL BE USED ON FSS/ONAt 1:1"\ Pre-ReDevelopment Land Cover (acres) BIRDWOOD CARTPATH PLAN M o O ** TARGET TP REDUCTION EXCEEDED BY 1.1 LB/YEAR a` N u N 1Z "Reduction below new development load limitation not required 0 .................. _ ________ > E Post-ReDevelopment Land Cover (acres) w ai E W .y a o 3 0 0 - Of O Z jUco Z Site Tv and Land Cover Nutrient Loads o O Ll d N Z F m M Q '� L.) Z 3o„Q W5Cc � a ; C) CL n 2 v N Z Z O Baseline TP LWd 66.354' •Redumion bekwnewdevebpmembod Bmlmebn not re9uirea ~ U C trt V) O O T Q co N LU ti Q Total TP Load Reduction Required (lb/yr) BAIL 3.60 2.81 � M m U) Z Z Virginia Runoff Reduction Method Waksheet c cc G G LLI LLI O = Q Q Drainage Area A Summary (D O O Land Cover Summary 0 Of ~ 0y tV W O O w = a M t 1 Summary Prim ML62 Q Q N Z Q y BMP Selections O U) DATE Vrgna Rwso#IteidllL9prl bdigsOd WOrO8110et � 12107118 O } DRAWN BY Drainage Area Summary A. ALLISON • DESIGNED BY • A. ALLISON • CHECKED BY Drainage Area Compliance Summary C. KOTARSKI • • SCALE • • • W w Summary Pon[ LU V / 2 Virginia Runoff Reduction Method Worksheet o cl� U) � Q -------------------------------------- _ _ _ _ _ _ _ _ _ __.._.._.._.._.._.._.._.._..___.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. li 0 a Runoff Volume and CN Calculations U w 1-year storm 2-year storm 10-year storm > Target Rainfall Event (in) 0,00 0(10 0.00 J 01 Doma (D ULj Q. � L.L. Q Y O m N J D a LU 0 Q O �i O 0. O F rn J J Q W > O U L Cn 0 O 30 m ll JOB N0. 40490 Ce v SHEET No. �� Final C409 Total r&WM" Pike e A sails BSoik CSdk DSoBs Totak %or Total Forest/Open (acres) 0.00 Q.00 0.0D 0.00 42dX1 26 Managed Turf(acres) 0.00 117.40 O.OD 0.00 117A0 73 Impervious Cover (acres) 0.00 1.60 O.OD 0.00 I.60 1 161.00 100 A soils BSvils CSoils 05oils Totals %orTrstal Forest/Open (acres) 0.00 16.74 0.00 0.00 16J4 30 Managed Turf (acres) 0.00 141.06 0.00 0.00 141.06 88 Impervious Cover (acres) 0.00 3.20 0.00 0.00 3.20 2 •forest/Open Space areas must be protected In accordance with the Virginia Runoff Reduction Method 161.00 300 Final Post -Development Post- Post- Adjusted Pre- ReDevelopment ReDevelopment Development Re0lYelOpnlMt B New lm ervious p ) (New Impervious) Site Rv 0.20 0.39 0.96 0.16 Treatment Volume Ik') 115,268 109,75D 5,518 96,150 TP Load (Ib/yr) 72.42 68.% 3.47 59.78 Final Post -Development load (Post-ReDevelopment &New Impervious) Pre- ReDevelopment TN Load (Ih/yr) 618.10 428.46 Pre- Final Post -Development Post-ReDevelopment TP ReDevelopment TP Load per acre Load per acre TP Load per acre (Ib/acre/yr) (Ib/acre/yr) Ob/acre/yr) 0.38 0.45 0.43 DA A D.A. B DA C D.A. D D.A. E 7pat Forest/Open (acres) 0.00 0.00 OAO 0.00 0.00 OAO Managed Turf (acres) 24.03 0.00 OAO 0.00 0.00 24.D3 Impervious Cover (acres) 059 0.00 OAO 0.00 O.DD OS9 Total Area (acres) 24.62 0.00 0.0D 0.00 0.00 29.Q D.A. A DAB DA C DAD DA E Tod TP Wad Reduced (Ib/yr) Z51 0.0D 0.00 Q00 OAO 7.9i TN Load Reduced (Ib/yr) 53.73 0.W OAO Q00 OAO 53.73 Total Runoff Volume Reduction (fta) 11,9fi7 Total TP Load Reduction Achieved (Ib/yr) 7S1 Total TN Load Reduction Achieved (Ib/yr) 53.73 Remaining Post Development TP load 64.91 (Ib/Yr) Remaining TP Load Reduction (Ib/yr) Required 0 DD A Soils BSoils CSoils DSw1a Managed Turf Impervious TPlmdfrom BMP Treatment untreated TP Load TP Removed TP Remaining Downstream Treatment Practice Credit Area Cover Credit a Volume (ft) Upstream to Practice (Ibs) (Ib/yr) (Ib/yr) to be Employed (acres) Area acres) Practices Ibs 9.a. Sheetflow [o Conservation Area, A/B 10.94 0.28 8,908.02 0.00 5.59 4.19 1.40 Soils (Spec #2 9.c. Sheetflow to Vegetated Filter Strip, A Soils or Compost Amended B/C/D Soils 13.09 0.31 10,572.38 0.00 6.64 3.32 3.32 (Spec #2 & #4) Total Impervious Cover Treated (acres) 059 Total Turf Area Treated (acres) 24.03 Total TP Wad Reduction Achieved in D.A. 751 Ib/ r Total TN Load Reduction Achieved in D.A. 53.73 Ib r Drainage Areas RV&CN DrainageAMA Drainage A L