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WPO201700020 Plan - VSMP WPO VSMP 2018-06-18
+GENERAL NOTES OWNER- ROUTE 240 HOLDINGS, LLC P.O. BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER. RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22902 W ATTN. ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K ALLOWABLE DENSITY CHARLOTTESVILLE, VA 22902 (434)293-3719 CONFERENCE. SEPTEMBER 23, 2013 TAX MAP N. 05600-00-00-05700 (D.B. 2478, PG. 251) 056A2-01-00-06200 (D.B. 2525, PG. 75) 05600-00-00-057BO (D.B. 2218, PG 616) PROJECT AREA: 14.61 AC (05600-00-00-05700 R-6 PORTION) 2.13 AC (056A2-01-00-06200) 1.14 AC (056QQ—QO-00-057BQ) PORTION FROM BOUNDARY LINE ADJUSTMENT W IZ88 AC. ZONING. R-6 RESIDENTIAL (56-57) & (056-57B); ENTRANCE CORRIDOR (EC) R-2 RESIDENTIAL (056A2-01-00-06200) ALLOWABLE DENSITY R-6 ALLOWABLE" DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT 6 D.U./AG R-2 ALLOWABLE DENSITY FOR BONUS LEVEL CLUSTER DEVELOPMENT- 3 D.U.IAC. STEEP SLOPES: NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. MANAGED STEEP SLOPES ARE LABELED ON TETE EXISTING COND177ONS SKEET BUILDING HEI GH I.S. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS. FRONT 5' 0 SIDE. ° 5' REAR; 20' SUBDIVISION STREETS. • CURB & GUTTER WA TERSHED. LICKINGHOLE CREEK WA TER SUPPL Y WA TERSHED AGRICUL TURALI FORESTAL DISTRICT NONE TOPO & SURVEY. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY 2007. THE BOUNDARY LINE uj INFORMATION IS PRO VIDEO By ROUDABUSH, GALE, AND ASSOCIATES. IIVFORMA TION FIELD VERIFIED BY COLLINS ENGINEERING MAY 2014. DATUM. NAD 83 EXISTING VEGETA TION. PARTIALLY WOODED LIGHTING. NO LIGHTING IS PROPOSED PHASING. TWO PHASES PROFFERS., NONE BUILDING SI TES. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE BURIAL SITES° NO CEMETERIES WERE FOUND DURING FIELD W VES77GA -RON OF THE SITE. STREAM BUFFERS. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE W TH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE RETAINING WALLS. • RETAINING WALLS MAYBE REQUIRED WITH THE ASBUIL T FINAL GRADES A RETAINING WALL IS CONCEPTUALLY SHOWN ADJACENT TO A PORTION OF ALLEY A AT THIS TIME WHITEHALL DISTRICT ALBEMIARLE , VIRGINIA NOTES:SCALE: 1" = 150' 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANIS%OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SI7F WHICH MEETS THE REQUIREMENTS OF SEC7101V 4.2.2(b)1 (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WfTH VDOT AND ALBEMARLE COUNTY STANDARDS . - - VICINITY MAP SCALE: i° = z000' PLAN AMENDMENT PROPOSED CHANGES❑ 1. UPDATED PER ROAD AND LOT LAYOUT CHANGES. 2. FULL SET PAGES ADDED APPROVED by the Albemarle County Community Develc;r-,-, nt Department a Date i 6.,1,6, File ,SCOTT R. COLLINS No. 35791 "Ll 0 W Lu z N� Rim al Am z W (n z 0 v 0 N O U C N 3 O L1 N N O .y 0 0 0 L U 0 a «a � E 0 fA S CL CL ry T 0 O �7 (IJ 7 O 6 0 u o z 0 IDID e Q L H H o E O c O JH CJ z W r� w v � z ca 0 z W cz 0 00 a Q H Q X" 0 X" U X N O L N L Um c a� y`, u 4.t U 0 us �) a ui 0 V JOB NO. 112066 ° SCALE NIA C O SHEET NO. v u) W Lu U w 0 uj H02: � w En Lu z N� Rim al Am z W (n z 0 v 0 N O U C N 3 O L1 N N O .y 0 0 0 L U 0 a «a � E 0 fA S CL CL ry T 0 O �7 (IJ 7 O 6 0 u o z 0 IDID e Q L H H o E O c O JH CJ z W r� w v � z ca 0 z W cz 0 00 a Q H Q X" 0 X" U X N O L N L Um c a� y`, u 4.t U 0 us �) a ui 0 V JOB NO. 112066 ° SCALE NIA C O SHEET NO. v LI _. I ) � .i I- I I—— .--- __ I—— I I _____ .----- _ I — _ " , " -.---.- - _ ___. , � � ... . .. � � , ,- , �. 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" I � "'. , , � '. ___ , , " , , "� , -11 ,� " I 2 ,,, �- - - \ \�----,�� - - , ,.- `��,, �� j "N. �,. -- �' _'l " , , -, :,��, I ,. \ , CROI]ET PARK \ . -, ( �;��:�:�j, � - ,�.�ii. ) � , � �sx — 05 0� EXISTING GREENWAY // \, /I I , I'll , - I" __ A ,, ", �� "j: ff�::�,, 1_,� . \ � �,� I / % � 11 0, _�_ ,"". " - . 1, "I , NOTES: " / GREENWAY TRAIL DBPG: 94a(017 __ I , ), "I, I I I 1. ,. / I I- .l. __ I-- - - . f ��z:;:!e:;::,,;,,�:�� r ,��'.�l,!:::::,�:���,���,�.".:,�,;'';.,..,:�,�l:��,�� _� , 1� _', 11, I "� 1�1 \ 11 I -, , ,'\,"�, I / � ,\ . 1� I , " r "" , - , I , , � 11, I, ]�; , - - - - I ; . N, I ". \ � �., �,R " I- - I __ __ __ __ - 17-7- , - I _T 'S � ` i______ 11 I I - , I -, , - / - - � � , , , \ � - I I % " - . I - I S � J ' _ <, . , " " � ,--,- - -\-\ \ -,,: ,KQ�,,,, I ;11-1 1�, - ll�. , , . I )__� �11, . // /', , "_ _/ � - . I �, 1�__ I \ 1, ,r,, , I *' , , , ., , - " � I . I ., 1\,� 11\1 I,, I I (I � �.4'_% I /' " , . /, " I �� /� / \ 1, . 1. I—- _ ,. " "k-1 ,'� _' I ".1--l". �, ;�t�,��:_ ''. ., I -, , - "-,A," , -j" ,�,.,.k�, � � � / // � � , ��:�l di,;; , , � ,�/ _-, , - , '.., __,� 1, _1 \� - , - . , � _ , , " AO`t� l�:����,����i�i':����������,��!� ,�t:/ 11, — / 1� ,� .1 :"" 1, �,,,� --� 1 . THIS PROEECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED . I", � I -1 1- , I - - I, ,,,, , , \\,, - , _�. , , I- , .. \ \ I I I I . �, - .,. _��* I ND TRAIL SYSTEM , , __ ___ , , . I , I , \ I ". 1. I - . , -I---- - 1.1, __ � 111;, D.B. 4769EPG. 262 - z 1) / S I __ 11 \___ -.-- I I I � ��. ., "'' � . �l --.--- _/ ,, " 11 '�N�"\�� �\ I \\�,�_ /,K\�llll / " ", / " ,.--,-- , - � ( I � ., ON FEMA MAP NU M BER 51003CO229D ADOPTED FEBRUARY 4, 2005. I/ 1, � SWM FOREST AN,D OPEN SPACE (2.7o ACRES) . _ . � , I -, - - ,��. , "'.7 - - � , I- , 1',,� � ,,,,,�, � / , , ,��,,. . "/,)�)__ ", �,�, i ,. / - 11 - - , I'' _I� �_ - .- I 11 IF N I I , I �\l I > I �,\ I-,- , 11 , . I , �� - � I , ) \ ,,��,, ,;". , ,( I , " -,; , / \1 lf� ------ __ "I � I , <_ - - - I I " , \ ,> I / 1, 1\�'. I ,. \ ,__�'�,_.11- I Ir - - .- ,l: I - ... �- I " . � I I ".. " �THE SWM FORESTAL4D OPEN.$PACE EASEMENT IS SUBJECT" - ,_ 11 , " ,- , , � - - .. ""�. " - _14�� --- - I __ , I \�, ,/" \ \_ , " , , \ ll_,`�l "�, _ �� "" / j�,/ /, -, " 1 � ! ,� /, / '. z -;w. - " ,- _ - , 'I , " "'� , , , . I , / ---. >"\/ I 11 _. � _ -, a�, ) , \�_ /'_,�,�',� \ / I 1 " 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH &GALE _ X� __�� I � ____ _ I 1, ,� / / f 1_/-, ", I 11 11 _ I- I __ , .11 , . . I , ..... I I I \ , I/ . ll'�` /I W, ,�/ �,, � , , " , , " 1,-�, --__- ", I 'I j i , __ �11, - I - _ �, - ...',"'. , I \� `,l I / , \'sg / ", , -1 I ��l r_, " ' � ,/X:�,,�-'-,,�'�, " I 1,%��,-,,, , \ -THE AREAS WILL REMAIN , . , -, I - - � � �'�% _' � `� ; .. ) ' -, / , i ' � I - - ..... " , "x __�,/ I ` '_ , 1, \ � GUIDANCE SET FORT")�PEQWTHE VIRGINIA STORMWATER ,,- __ m__ , �, __ - " I I -.- I . '_ , . _ ----,- _-1 I " ,'�, ,'�' � ._ . i , "\,"i ,\ . , I � I AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS , I �', MANAGEMENT PROGRAM. ---�_��- __ ��, 1. I , ...... .. .. _ , I i ,� \ � -I,- _ . , �, - _A� __ "", - -1 .11.1.O,� I M. � , I - _11'� "< ,I,-- - �, � / I ... �'_ ,�,� � - -,- / , I ,�l "�"" . " - � - , , � V. , . ___ I-\ � I - __;�-/ � -., "',� ., � -1 -, a,� �1�,,��I� 'f, " , I " � , . I - Y�l , _-i. I " I , . � _� . 11, _� _� -, ,-, 5 , I 1, // --� ll;� I- - I " . 1�, , / .- ��77 , 1- � I - ,_ , -A - �M:11;� � " ) Il � � 1� /p PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS . , . I— . � I I . I 11 - . I UNDISTURBED IN A NATURAL,"�14GETATED STATE, EXCEPT,00R I ,� I -�.x -no mp - __ ni�l�!: � 1 \: ,�\ /'�� � \, " �___ I., I � � � � I '. 1, . " / , / ,I'H 0 ,� W-1. /!�V_)� �, ,�� '� � r,- , ,� i ,�, Q 'Cl� �� , , ,�gSCOTT R. COLLINS'Z �_f �.) No. 35791 111 lv�ll� , , " . . 1;�V) 1�0��lls�!�ONAL Z_��," 6 z: E Li Li 2� i7 - ��� '3�* 1q. 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",'�`/,��z` I --.-I'- "l ?��;, 11'1.�., , - `7--� \ �1\11 I type � m I , " " "..", � , � / I/ I � A, Im"1111, ., . I 1\1 " , X�� � -, N 1� �11 1, 1� . \ sa, , , ji�U� oneugh t,O 20% M4x , - . I I'll 11, � - �11X� � I m _ I I '�� ".,." , \ , , X1 �, � _ R, i : � I :Rms .,.! ;��i�i�!�i� I I , � - , �l � � VA, "I j I . � 1. 'll . , -- I "* � I , - --- , I - --- . . , I _/ I f I I � I I 11 . , . - I I ::. I , 4. , ' - " � � I 11 . I I I __ --:,, __ : " '_ - -_�____ �11 I , . I 160atioln / - , . �,,_,__ � _'------ - ". _., .1111 � ,,, ., �- " ,'�,,� , , , -_ \, _)4 \_ " 1, 11 I :1 1� 11 , . , " �.�� - : __ -,.-I".., .. .... I'll 1. � ,��" -1 I - 11 I , 100'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN I 10 trail I I ffiiflimiift ImpaCt VEGETATIVE COMMUNITY (BUT NO MORE,tHAN FOUR TIME6 I ACREAG -6 I //' ., ElmalIMI.- Mo;.! _ 11:1*5 . \ , . t , � -G RAP H 1,C ,S -C �i�,�E,�,--,\:",�'l,"".�,,�,� � " . .: �.l � I I , � \ _. ZONING: R j I. q -v "'I.", F,, -, \ % � ,,� ,,� x - \ � , " , markthe . - � I � �Nx , - � ", J. , , .".\ \, - " \ " \__ - � I �l ," �l N , am ; , I ,,, � 4. THE MANAGED STEEP SLOPES ARE LABELED. I " 1, I - , * - --t "I . � _�,' 7. .!111�110_ ,:,i,.,�, ,�.,,�."!.�. i: - I - , TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DES�RED TMP * ,_ , * '12!�1�1111,. �� /_1 � I,' �_:L_,� �:_._*_�'_ -, — I 1priniffive or sti5ftc dust, . HE% M'H'OA'R'D LLOYD 11 .,-, -, _;J ,grade (this ma OWNER; . � � � I 11 , E.. 1: - . _1 I /� ,����I� , , � � I Z A �9�4,�" �� , - - ,_.: ::� � . .1 I - _ 1. _. , I x , / .1 -1 I I I ----- - ', I.. I �, � 1, " �l � - " , BE MANAGED IN ACCORDANCE WITH THE triaiO YEAR). , , , _ ... 1. . -Z_7 , , 11 -.1- , - ,? '' . . , HEREON SHALL I .��, IZ 'I., Ds"; 66000 -1 1 .22;:,�:��l - "� 1� i9 \ , " ,� ,, �� _,., I I �. .. , ��,�_ _"�l __,� _ ;��/ ... a—at I " � __ I ......... _11-1 _ - I "',_1 I ,� I � 0 I - , � 11 \ \ 11 / "; �_,�, \ �� 11 � z I �" �_ .1, 1, 11, Ii�!'�lll 11 11", 100 1'�, ,_ '\�,X,,�,e 50 ' ___-7__ �, \ ___ I .11 11, .,\ . � I \ 1* Lmm.- , cW0_m_(mm=_ �- ..: _____ __ � . ' '_ '\ I ___L I j �, 7. 1, 11-_:i0b, --, -,/ / ,ou � , , �, �,, � �z, _,/�l / . --.--I- ------ -7��-_ ll,:� A 1. I � ,�� ',%"l,' - 4100 1 1 . I I � ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. I " �, �l — � ALREMAS - ,-,�� - - KI c: C, � \ , � I �1' � I I I ' 5. ANY AREAS SHOWN IN A SWM FOREST AND OPEN SPACE EASEMENT I i THAT ARE DISTURBED DURING CONSTRUCTION WILL NEED TO BE I RESTORED PER DED BMP SPECIFICATION NO. 4, SOIL COMPOST / / . / /I ", I, / I/ I I I , . I I - CHORD BEARING CHORD DISTANCE LINE RADIUS . -.-..- LINE LENGTH Cl N08'42'07"W 208.55' Z_ 208.56' C2 N10025'22"E 469.14' 469.5 491.24' C3 1\147-20�56"E L_j 87.5 . I., 14.34 . U� = __j ___j 0 Ln U I- - t-4 c 2: - � --I c a) 1� cli U.1 c c W < c 11. T :�e ::� 0 � �� 2 � rn * cc cl, CC Q� P z I t-- Z LU c U) 2: Uj W 2: _j 0 x E z x 57 a Q: z 0 n z r - 1-4 z Uj a 0 - 0tz ;2 2: r �5 = c v < z — :� '� m (n ::� 10 U) LU a _J < 0 U < 0 c: z � ce 0� .c m C) 2: LU 0� _�� r_ > - - V) " 5 " in 0 r _�. ill v) Ili ) c Uj -, �� ;f4 �l z z Ic z I- )-4 j lm� 0 1 ce - U _� � LU F > c 0 L x � lu c_ cl� _U p c c 0 c LU �_ U) .-c 1-4 > _c .� LU ce c c .- - (, - -- - Ij c c c N Go Go _c 1-1 �� �� -i Z;� q �t � T-4 T -q :4� -, 11 - V4 1-i C) Z�� - c c ��� '3�* 1q. I I 1.1'...�l - -_ , S / , ,_ �, ,� BEEN FIELD VERIFIED IN MAY 2017. in. . 0�, IT!" AS APPROVEa BYT14E..L-SCAL PROG 1, �� I -.1 - _�� , OWNER. II. � ", ,_ N, � / , -----7;--' Ir I � I lrl� , . RAMAU�THORITY, ��-', >�_� , , , , " __ _�, . / I ACTIV . I _r o \� � I \_` � I , _�%.,� ,� ?�-_� / __ 1. , I, __ I I . - I . I Acmaaet �_._ gf, \1 �, �,< ,, __ " _ Z:�",, __ Z_ �, / 1--l' / , V I . wr4ce I __ I � -, I \ - , \ �,,\ / ,, , -, _ -, - " ,��,'�, -: � ,V " __� I �,p ___ � I n(.) -- - - - -1 N, , ., 4_1 1, - \ "I " � \�7_\ �, 11 ��< �,,� _ , � j_� '. \ I - njs� Aligameot, SUCH AS FOREST MANA6,EMENT, lb NTIR6L-OF-T". IVE SPECIES, V'*' � I '� 11 , 1�,�, " � - requireme width I I I ZONIN13: R , I � .l. --.-, DE00d: - .. ::: I � 1.� �, \'llff('_l - -, )" I 1�1'�- �_ . ; � � - 3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. __ , - ->-,,',,� , � -, , Z_ tu,� " ,____� /.",i . `� \ , ____ . -(I B - __E ' - 1, . . I RIEPLANTING'AND REVEGETATING, -PASSIVE RECREATION (E.G., .. , _��,�. ",'�`/,��z` I --.-I'- "l ?��;, 11'1.�., , - `7--� \ �1\11 I type � m I , " " "..", � , � / I/ I � A, Im"1111, ., . I 1\1 " , X�� � -, N 1� �11 1, 1� . \ sa, , , ji�U� oneugh t,O 20% M4x , - . I I'll 11, � - �11X� � I m _ I I '�� ".,." , \ , , X1 �, � _ R, i : � I :Rms .,.! ;��i�i�!�i� I I , � - , �l � � VA, "I j I . � 1. 'll . , -- I "* � I , - --- , I - --- . . , I _/ I f I I � I I 11 . , . - I I ::. I , 4. , ' - " � � I 11 . I I I __ --:,, __ : " '_ - -_�____ �11 I , . I 160atioln / - , . �,,_,__ � _'------ - ". _., .1111 � ,,, ., �- " ,'�,,� , , , -_ \, _)4 \_ " 1, 11 I :1 1� 11 , . , " �.�� - : __ -,.-I".., .. .... I'll 1. � ,��" -1 I - 11 I , 100'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN I 10 trail I I ffiiflimiift ImpaCt VEGETATIVE COMMUNITY (BUT NO MORE,tHAN FOUR TIME6 I ACREAG -6 I //' ., ElmalIMI.- Mo;.! _ 11:1*5 . \ , . t , � -G RAP H 1,C ,S -C �i�,�E,�,--,\:",�'l,"".�,,�,� � " . .: �.l � I I , � \ _. ZONING: R j I. q -v "'I.", F,, -, \ % � ,,� ,,� x - \ � , " , markthe . - � I � �Nx , - � ", J. , , .".\ \, - " \ " \__ - � I �l ," �l N , am ; , I ,,, � 4. THE MANAGED STEEP SLOPES ARE LABELED. I " 1, I - , * - --t "I . � _�,' 7. .!111�110_ ,:,i,.,�, ,�.,,�."!.�. i: - I - , TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DES�RED TMP * ,_ , * '12!�1�1111,. �� /_1 � I,' �_:L_,� �:_._*_�'_ -, — I 1priniffive or sti5ftc dust, . HE% M'H'OA'R'D LLOYD 11 .,-, -, _;J ,grade (this ma OWNER; . � � � I 11 , E.. 1: - . _1 I /� ,����I� , , � � I Z A �9�4,�" �� , - - ,_.: ::� � . .1 I - _ 1. _. , I x , / .1 -1 I I I ----- - ', I.. I �, � 1, " �l � - " , BE MANAGED IN ACCORDANCE WITH THE triaiO YEAR). , , , _ ... 1. . -Z_7 , , 11 -.1- , - ,? '' . . , HEREON SHALL I .��, IZ 'I., Ds"; 66000 -1 1 .22;:,�:��l - "� 1� i9 \ , " ,� ,, �� _,., I I �. .. , ��,�_ _"�l __,� _ ;��/ ... a—at I " � __ I ......... _11-1 _ - I "',_1 I ,� I � 0 I - , � 11 \ \ 11 / "; �_,�, \ �� 11 � z I �" �_ .1, 1, 11, Ii�!'�lll 11 11", 100 1'�, ,_ '\�,X,,�,e 50 ' ___-7__ �, \ ___ I .11 11, .,\ . � I \ 1* Lmm.- , cW0_m_(mm=_ �- ..: _____ __ � . ' '_ '\ I ___L I j �, 7. 1, 11-_:i0b, --, -,/ / ,ou � , , �, �,, � �z, _,/�l / . --.--I- ------ -7��-_ ll,:� A 1. I � ,�� ',%"l,' - 4100 1 1 . I I � ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. I " �, �l — � ALREMAS - ,-,�� - - KI c: C, � \ , � I �1' � I I I ' 5. ANY AREAS SHOWN IN A SWM FOREST AND OPEN SPACE EASEMENT I i THAT ARE DISTURBED DURING CONSTRUCTION WILL NEED TO BE I RESTORED PER DED BMP SPECIFICATION NO. 4, SOIL COMPOST / / . / /I ", I, / I/ I I I , . I I - CHORD BEARING CHORD DISTANCE LINE RADIUS . -.-..- LINE LENGTH Cl N08'42'07"W 208.55' 570.79 208.56' C2 N10025'22"E 469.14' 469.5 491.24' C3 1\147-20�56"E 1 27.57' 87.5 . I., 14.34 . I z I : � - I .- - - I I � �� d \ , , , I � .", �,� ., �, I II I- ,,,.1111\�� �-,-- ,%-\,,'�,�,- / .1 11 - � 'I, - I. I w �ACREAGE 1. - �, - - __ - -, E --.,).l %D -I' %�p - 1�� � I , " � - -1 1. a. ,,-,,,:' _,,.'_l �_ - _�_','. __ , _ . - ,, ___', � - - ; 1.08 AC , ,, - _1 , -:- _ . - �_, I - I 11 I I _11 I - __ � ... ,�, , - I I I 01',J: � � ZO -, _ , _ - - -1 - .� � \ I . il�"\ I - . -, - �- :, -� "I - � FAKE I � I i�,I*�!iiii�,�'.11llil,.�� , I, I -- 11, I - _ �, " , , � , EUPG: ' - 40811081 --- I— -1 - " . ,__ , - KIL,�$_,PHASEJ , , "'g, i�� m " � � \ - \ I I 10 NING. ,,PRD, - - - _,,,,:, _ - __ . �_--, , :_ � : . -_=_ "-4t-,,_ " , - I �, \ _ - __ "t I - __ _.- I .11 . 1, .. ""', I I---- -, , , ''\ I I \ I � , " , I �, - 5��i I ; I,� ' - -_ t -- --- `-, - - -_ -_ A�t , " " � t ,. 1, , '1� . I //;, . ..... �,,,,' ,, I -1 ,� EXISTING PORTION " , � " ,.7,---"- __ ___ I- �. - . __ " "I., ..... - I 0 E - -- I---- �_ , I I, , �ii_ \ I—'. ,,,I 1, � ,;;�, 11 \1_11 , � EXISTING STREAM _ - I "Ill , - -.' --, , '�' I . . "'.. t V_ , F-E M, ) _ ,, - _ - 11 - _ 11 I � I .1 STEEP SLOPE IMPACTS APPR V D `ill��.::, '� -.,., ", � - .11 , . ...... _ _�___ 11. ( IN � , I ,,-�, , . , 1. �"\, - � , +'� , ,, _� 1� � I', I \1 ,,, - _�� - _- __ - `�,Al -1.,., ". 1, I" I I "., 1.�". ..'I I , /I � __ "\, ,��, I 11-1 11, `__ " "I , \ � " 4, I I k'��TA I � I, I - I — -, � , I , I lilt- . - .11, ,, _ - - - - � -11- , - _ �� - , ,A� \ , , , - I" - � \ � , , I . , - 11. - - - - � , , . " c - - TEMPORARY GRADING - - I- - --� — —, -: :, -,,- --- _ -:., ��, , ,, '. , , � ��l 'I �1\ p 1� \ I �� - - %11 - - / *I- — - .1 �'] 20 — �� _T �� _ -w — �.� " - � I .1 , A \ I , , � )-,'�Alll � , I .1 , \ . f IN OF EASTERN AVENII.JIML- � I ___ WITH WESTLAKE HILLS PLANS �;?. _.__�,, __ 1�� - 1- IV. \, < �'* I ' `h 11 _Uw__�r,�,/ __� � - LU --- I— .. ,. ;- :z , TOM - =5 -0 6 > n =3 U c m .. > (1) * 00 V) I� _�__ F_ 31� (1) W z 0 0- � LLj :3 (_� >1 (7 2: U () 0 �1_ -0 T U) z :3 QI Uj -0 � __ 0 (__ W< (D = C5 = z -,O D (D z 0 C (5 �_ 'D- :5 — ': in '_ CL z " 0 = CL 0 3: ( 37 j . 7�� (� r r% 0 :3 v i Q) U > z 0 L_ 0- - (1) �_ , F-4 (j) -0 x ------ a — 0 >1 1 r% X ,__ $ 4raj Lij Q E _0 L: z 0 P-11 0 r Aft = v i fy- W r 0% LLI v i � CD = 0 L,_1 �0 Q�. z _j __j 0 U (-) � 0 .j _�_�l (1) .j Cl_ 0 F-1 CL (1) > m: _�) -2 0 F_ x Q) 0 =,l, jpmw%k - ID IIIIJ f- 0 LL -.U)l c 0) E i3 U 0 b _0 "I L _C� 0 ul Q> ce. 7: - a- V) -0 1-> JOB NO. 0 o u 112066 0 _0 c SCALE D (__ V 11100, o -2 0 - SHEET NO. 0) u) Q) 2 -C I-_ ImeIaCr3 EXISTING STREAM BUFFER IMPACTED WITH THIS PHASE = o.16 ACRES TOTAL ' REQ'D MITIGATION = 2X IMPACT(0.32 ACRES) SCOTT R. COLLINS� CJ No, 35791,�. MITIGATION AREA PROPOSED WITH THIS PLAN = 0.32 ACRES � � ( � PLANTINGS REQUIRED FOR MITIGATION AREAS: �SORTAL HARDWOOD AND/OR PINE SEEDLINGS = 0.16 X 600 = 96 NOTES: w Li z z ``' 1. SEEDLINGS SHALL BE PLANTED AT 8'x8' ON -CENTER WITH TREE TUBES AND MATS IN z ACCORDANCE WITH THE CHESAPEAKE BAY LOCAL ASSISTANCE DEPARTMENT RIPARIAN BUFFERS MODIFICATION AND MITIGATION GUIDANCE MANUAL. v � c� 2. IT IS A GOAL OF ALBEMARLE COUNTY THAT A MINIMUM OF 85% OF THE TOTAL PLANTINGS O U REQUIRED FOR BUFFER MITIGATION BE NATIVE PLANS FROM THE COUNTY PLANT DATABASE. o 3. MITIGATION AREAS TO BE INCORPORATED INTO EASEMENTS. O r W mI v PLANTING NOTES: 77 O ° �. THE PLANTINGS SHALL FOLLOW THE STREAM BUFFER MITIGATION PLAN. 2. THE FINAL PLANT LAYOUT SHOULD RESEMBLE A RANDOM AND NATURAL PLACEMENT OF PLANTS pi RATHER THAN A STANDARD LANDSCAPED APPROACH WITH TREES IN ROWS OR ANY OTHER V ORDERLY FASHION. 3. THE CONTRACTOR SHALL WARRANTY THAT A MINIMUM OF 85% OF ALL PLANTINGS SHALL SURVIVE ty i 3 i FOR A PERIOD OF ONE YEAR FOLLOWING PLANTING COMPLETION. O Q 4. THE CONTRACTOR SHALL FURNISH NURSERY GROWN PLANTS CONFORMING TO ANSI 260.1, WITH a 4- HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. TREES AND SHRUBS us SHALL BE WELL SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE FROM DISEASE, > INSECTS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS AND Ld DISFIGUREMENTS. M 5. NURSERY GROWN STOCK SHALL COME FROM A LOCAL NURSERY OR BE ADAPTED TO LOCAL w CL o = GROWING CONDITIONS AND BE GUARANTEED BY THE NURSERY AS SUCH. C3 ]..��Qj3: 0 6. THE CONTRACTOR SHALL CLEAN THE TOPSOIL OF ROOTS, SODS, STONES, CLAY LUMPS, AND OTHER N Q i 3 V) 77U O EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. V) "a >w � 7. THE PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN AND THE TRUNK 06 4 P-4 SHOULD BE SITUATED NEARLY PLUMB. TREES AND SHRUBS SHALL BE STAKED, AS NECESSARY, TO UJ U m Aft PREVENT THEM FROM OVERTURNING. Z r C7 AeT J 8. ALL VEGETATION SHALL BE WATERED THE DAY AFTER PLANTING AND THEREAFTER AS NECESSARYce U Ld 7� 7 A S vJ TO ENSURE SURVIVAL UNTIL THE END OF THE GROWING SEASON OF THE FIRSTYEAR. ui w g. THE GRASS SEED MIX LISTED ABOVE SHALL BE SPREAD THROUGHOUT THE ENTIRE STREAM BUFFER z MITIGATION AREA. 0 c� J W 0 a L i.0. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE Lt_ F� Q 0 2 CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO aJ BIDDING. V 0 X N as. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY �i � V PLANNING DEPARTMENT AND THE LANDSCAPE ARCHITECT. 6 N -rte 0 v O U O r W mI 77 O c pi V ty i 3 i LIJ O a Ci a 4- us > Ld CL o ]..��Qj3: 0 i 3 V) 77U O >w 06 4 P-4 O U m Aft Z r C7 AeT J U Ld 7� 7 A S vJ W W z z ui w z 0 c� J W 0 a L Lt_ F� Q 0 2 aJ V 0 X N �i � V 6 N -rte N :_ rrn u V O ce Z U 0 JOB NO. 112066 C SCALE�y 6o' u) u) V SHEET NO, Q v 3 � , - I ", � . ; , , , � I / - - - � I I-% I", I , )Z, ,��,,, � p;, r / , ,I . - , - � �, 11.1, I _v- ", � , J, . . � / . I I " - 1. -- I , � - � 11 I 11 � -- . . . �-wll� -- , , , �l ,I , - I-.- ,--_ , L " Z, / . '� -\\ `\,, \ , \ LUF-16--- ,,," �' " ` ( I i I" � " "I I , ,� , I / , 1, � I I �, I .." I � -- - I—- -- - I il I I \ , .1 , ,- �. 11 ", ` .11 11 I � I 1, I -1-11 . I z I �� , , .1 '. I --� I - , - ., 11 I ; -, I � 1, I I 1-- , � � 14 1 , A ,,, , ,�N � �' - , 1�1-1'11 �� - .1 � / � \\ , , - , - . , .11 / t "� 11 � ! 11, -.1 - -, I � / I 1-1 -1, -1-1 I \ I - � , , f/ I I , .1 , �- I 's - - -\� , `� " - I / - --,--- I- .� -1-1- "i � / � � 11, � � � I..". " 7 , , , / ,., ----�� ,4\. - z �� I H 0 , �"" - - - -, - & DRAINAGE NOTES: - / I / , Ili / I----- I,-, - - .11 ,� - -!��, � � Ill,' 11 1 -, - 1- - � -�, .... .. - 11 , / , . , � �'\ N\ GRADING �,'�� "-'\\ ,\ ,,,/�,, ,�, 1;�L-- I - 1// - - � --- I -11 . '. ------�l - � 1. I , I , , , , " t � �,' " , , ''- ��l - 1� . / / i i �, - "I I , , - , ,", I I � \ %, I I -, " " 1. I , � \ \ , � 1 I - - ,, � � I -, � , i I ""' � � i --------- I I ,- -, � ------ , 11 , , 11 I � . , ,� � .. I ,,, - I -� , 1. , 1��`P�- I � ', . I 1''. I I I � � � � � - ... � I I I ! --- 11.11, I i It � t t. - - . �1 I I I . . 11 � ", � I 11 11, � I � . 11 I � - - '. -- � I 11-1-1- , I 11 I — - 11 - 11.1 .1 " I " 11 - I I �, " I-, ...... � -- I i . I , � 1. . I I I'll � - ' �` - , - - �'. � - � � ,�� , - , I - . .- � � i � 11 � � �� I 1. 1: � " � 11 .1 " 'I", '', - ., 11 . , . � I p- , I "" - " 1'� I I � � I � � I 1, I ,:'' - , � (�- ITHIN PRIVATE , ,� � � 11 �'. 11 , . -1, . I I , "I � . -, . � , I I I ,,, I � , ,,- I "I �,,� , 11.1, '. - 1- � , �� � � % MAINTAINED ROADS. THE PRIVATELY MAINTAINED STORM SEWER, LOCATED W ., . I-_ -11 / � � I 1, � . . . . . . - � I,- - , ., , ,,Qj,, -- " \ � �� / /--.., z I L - k i , , , , , ", I %, ,4 11- , - I 1�:,j� �, . " I I I - - - I � . I , � , � i � / , �, 1; ,-, ., .1 - � \� � i I \ � - 11 - / 1, \ �,, I ,� I I 11 1 "J ,�` "'t", � - , <,,� ,� " ---41 - �11 I - I 1-1- - .1 Z / , � , �� � %t \1 I � I.- � , I -,-'�\ I �1� -------� 1. . I - I i 11 " I I ,. -11�1 . � � � - " , , , "� �l , - I , "", � � � � "., " � I � i - .� I `�� I - - , \ ' -1 i � 11 " .. � " , -�- / .�l . llll� �'� , \ WITHIN THE PRIVATE ALLEYWAYS AND THE STORM SEWER NOT CONVEYING RUNOFF FROM VDOT � � ll� :L, ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE VDOT MAINTAINED EXCEPT FOR THE STORM SEWER I I I �, �j � I -- I— � I— - ., � r / I � ". / L ' -� .�, � , , , ' , , \ EASEMENTS, IS LIMITED TO STRUCTURES 8A, 8B, 33 & 34- IF, I , , i -- 11 I , " I 11, ' ' '- - " -< -- " I i I i , ,\,(, i I � 1'� � . \�\\ � - I � I- ___ j I , , ,� \ \ 1. , L� , I 1, - I I I 1� I, I I , I � �,fm,, , I 11 11 � I 11, I " "e � I � . . , t�r - ,��\ �� ' , , - . � . , ,- ,, , ,,, '', I - 1, , , , I J -%, I - I - I . , " * " " -, - � i I ,� I I I I � I , � , - I I � , 0 �-� \ \ , - -- , 1, � , 1, . , ,7 ,I--- - I - I I I SCOTT � COUINSZ \ 2. ALL PUBLIC VDOT STORM SEWER LOCATED OUTSIDE THE LIMITS OF THE PUBLIC RIGHT-OF-WAY SHALL BE �-------3 - , , , -- , � I , . I I I I . I I � 1� I I , . I .. . I -, -,-,- I � ", I " � , � , I � I - I ., , --, I ',�, --�,,,�- , , I � " - - -11, - . I - --- , If i / , 1�%� No. 35791 lh�l - \ I L EAM ", ": , 1. - �� i ' -, -- - , �, , - - - , " ,--- , -- , . " \ 11 - " i - , - I., - - -- --- - e, ., I \11 " . � T"ING STR - - � I �, , I I I � -1. � I I ", ', .,,� �,? , �� 0114�,_- - -- , , �\ ,iodSTREAM � , I I "I" � `� " �<, , . I �� % ., � ., - I I I 11 - I .1 � %, I 11 � 1, -,� I I 1"� , " 11 - - - , , , , ,, , \ 11. Y -� , I '� - , , � I ., I .- � �l " , , -,, 1. ! � I , ', -- " ,/\� - BUFFE -(TYP.� \ EAS " , � , , , ,� I a , I 1- I - , I I,------ - -- � \ u \ " ENCOMPASSED IN A MINIMUM 20 PUBLIC DRAINAGE EASEMENT. I " 'i ..... . -1-1- � 11 --- --- � � " , R li � , I I , , � , , '. , , , , , il" I ,,�- �,,� !: - , - -, \ , / I I -,, I 11 11 � -1 I .1.,�r � - I,- � ... , , - / 1� i , ,� I - - � " � I �l � I r I I `, , �- I , - I \ � \ , - / �.l � , - I. ,� I - , , -, -- w � , � SURVEYED PRIOR TO THE FINAL SITE PLAN APPROVAL. � \ ., , "'L , - ---.-" � - " - 11 t 11 - 1, I I � 4 1 1 1 1 1 1 1 1 1 1 "I I I ' ' r'.. � � I " . 1, 1, ,� �, I �, �l - I , -\ - � 11 �l - I I � , , , , I , '. . I , , 1'�, , , " I - , - �--- " , I I", , I I .1 ,� , 1, � , I � I I I I I I � "t�, I � �1, , I \ , 3- MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. THE MANAGED STEEP SLOPES WILL BE FIELD � - - , I \ ` . , , I " � . CIL Cr, P.) � , , , � -, �� 1�, �, , I / , t, �'L, ,, I , - �. - � ,- t�, \ 11 . � - .1 , , , - 1�''ll � �-�'. , ,",� ' -1 I �, - " � �1.1- I � � b �'. .1 11 I I .1, - ---l-, , 11 , ,'� , I ll,� .Jl , , , " , " .1- 11 �,O, 11 f . . I. \ ... I � I I � I 11 I �-- I I - - I I I I I . , 11 1. 11 , I , , � � ,�� ' ' , - i I I � L I i , ., 11 , ,� , , " , , ;-" " - ,� I ! I `1 I - --- - , �, I I I , � - , i: i 1. � , I , - � I I I I I � I , I � � , , , , - ' I , , tftk - - ........ ... �� I I � i / / / 1 I / I : .-M!1111 , �-� I - I � , .1 I I . � -1.1 I I I I I � I I — , ", , - , �, , � :,�, � . - 10MAL Fl� . . I . � "I !�, I ! I 9 �,:, I I 'I', I I :1 � I I I I I I I . 1� , , , . , � z -�l - STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR I - I � I � I - 11 � I I - , , I I - , ,-, �l � / . 1. � I '- , ,� I .61 , - I I � , - � - " , � N , 1, , , , I , , � 611�1 1 1 �l , , I , I , , ,, � , - � " ...... , ' ' I � , 1.� , � , , - I . I , , 1� , . I I 11 I � - , , � � , - ,- � � llz� � I I I � I I "- . I � . I , , � %�, � / ; 11 � I --' 'I SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR -11 - - I � � 'N , / ,\ '," L" '. " � , I . , , ,- 1�li� I I - -�\,\,\ 4. ALL PROPOSED SLOPES STEEPER THAN 3. � ---- ------- -- 1, , 11 �� -� �'l Nowsmammmm-mmilim 96, ffml��'. Elmommullmlessammam IN ! I I I - � � I I I . , I --l' I 11 I I., I I I I I I I I I'., . I , � � -, I " �`-- I , ------ - -. ---11 I --- --- I 1-1--m-7-Mm w - � � I -,---- , � -,- ,� I 11 �l ,.', I ,.- I � , � --- I-, 'I" , � . I � � " , I - STA131LIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3-37C OF THE VESCH. _-::: - -- -- I I I k I \ ; � I !� "I' I . I " I , ,� � I 'I'," �,14� "., " , ,�, , , �- , , I � ", '. '. ., / I Li 1-1 �- -- -- , -1 ., , , - - - 1, "�:\ ,� ,I / - I , � - ' , �t,', � I w - � � . �, , , ;f , 1- -11-11 -1- - 11, � � - , - , , , , � . - � I � I I I 11 t, 11 I I � � " � , 111- , I � , � , '�'' � ,--. �- , I I �� � I . , .1 I . �.", �, , , -1" � � - , " I ,_ , �,,,, , " , , : , - - �, f I I , -1, - " - I 'L ' - . - , " , / It ., I 11 � I � ,� I - - ,,;� 1. " I -� , ., , �- I l< - - � / � � . .� , � � '. , \ 1, I I I , I , " � , � , �--,�� I " '� .1 I.' , " , "I I I � / , ll,�, I' � " , , -"5. LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE ALLEYS AND ROADWAYS, AND IS NOT r, . ---- I � - . .�� , , -, . - - ----------- --- �l . I I I " ,q, , ; I � � I :�. ,, I I ,", I " � , , � - � �, -, 11 . I , I � /. . � . I - � � 1- , ,� ,� I ,- . - 11 , � I <- I , � I � f i --) I I 11 I � 11, , "I I I � I I 1�, � 1, - -, � , , � I I 1� I I I - \ 'I i I'll \- � , , , , , � . ", , , , , I �... . "� - K - . CHANNELED ON THE LOTS. ...... � 11 11 . - — ---- --� %.,.,/ . I , 1, I I � � , , �1. ,.;�� , - -/. . , I � , , �,.: " ,' ", �, , I . I , I �, I - I , I ", '1�11 1, I I ".- I � � I / I/ �'K (D � -..- . � I � �� = I � � %, " ,� I 1-1 � I � , "I I I I I I I I 11, I L, I " I .1 I -1 - I - I - I " .1 I ... �� : , , � I . � , A 1, � , 11 I � 1 -4 , I , - ,�,- , � �� , " , I - '--1 I I .. � 1, 11 -1., 1.7�� - - " 11. 11 I �', I I I I . '� .:,' " " \ � i 1�' I - \ " �' � 11 I I I I 1 I I I I 11 , �,, � . I 11 ': , � -1- " ,� ., 1- -1 11 I - - � L , ., , � , " � -� � - , - - 1� � � -_ �� ,� � L,.. � , �. , � � -,�', , , ,"� � � .1 � I . -- I .1 1� " � ,,� , ,,, � 1, �., '. . I ��l I � 11 , .1 - , _ -. � ,� , � � I I 11 I � I --A� , / / � � I ' `L I , " I -� — , .", I I ", � � , - ---,- � % ,, � - "I -- I / I I , , , I 11 I -10, ., � �� - - , I 11 , - , �, , . I l/ 'In 11 AL �l , k I I " , I � , � 11 I I'll I I 11 .1 I � 11 , . ., ,, I � � 11 , I I I � I I , , .-� . ,4 - /:. ., � '' - .. 1. -111, I , I � I �l � � .11. , ... . � - � -- �- - --:�- � I . I I - � . `1 - ` , �-, � ,x !�� - " - --,, --- --;� . � I "'I','' � I I I I I I I . � " I , 6. CONTRACTOR SHALL INSTALL HANDRAILS ON, OR ADJACENT TO, THE PROPOSED RETAINING W LS. �- I � � - 7 , , ,�;�, -��, * �, - - - - ", � � L,-, I I 11 , ��= f I � -- --"�-----�--- 3- -3�,C� - , ��:--�-7�;i�-7 1 - . - *1 � � I �,, � 'I?- I I . t I I I � I 1 � ., . ',�`-,-�--, � / - i , ,� —� —�-�-1 - --- - ....... �� / 7 — - --- � , \, " � " , I , ,,� � I I . I ", � I I I I I I � , � ... I I.. �/1. 11 -.1- , 11 " - , I HANDRAILS SHALL MEET MINIMUM COUNTY & STATE REQUIREMENTS. -- - —�'111- - �c-f -----�-- � ll� ,�, ., , - I- ..;e I I - 1- � I � I " I . . I I .11, -1 I '. . I - I , I I 11 I . , � I - -". � 11 I I I I / / / i �', A --lee " , \ , ''. I I � � - �\ , , � I " I � I " . I I -11: I I I I 11 ll- I I I - " � I , I", , , � I I 11 / ! � 11, w - I I � I I " cl.. I I � , - , - , � , � ".��, I . �l I I � . - - ... �. -, � � ----� , ..,. I � I � 1� I � ", , � I I � I " I 11, "" , - I I �, - - Y� -1. - I - w--,"4+0-, �-�-- � ----7- � � � .;�� , ,,, '' , , , -- -0- �l " L, `,� 11 I I I , " -� 1�1 I � ----:::-- - - - - 477� \ � I --�- :4, 'I -, _, L � r 1RA ....... . . - I - , - - , - I" " "--- 1 [ , ., " T, \ I ; i , , ----2zt0lD-- -- - -- , -----:�f----:c--- � � ) - -------- � . - -f:�i%�-- , , -1 � ,- I - . , ,l I I , . "tt, , - , � " . � , . , � �- I � ', 11 " � . , 7. ANY SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NON -GRASS VEGETATIVE COVER. —W--- ---- . -)y W --w-- -�.7 11 I I I 1, ,:4, .1w -T * ,, . , , - � I I � I -, , , - " " 1 / � i "I I I I ,l 11 I I - 41-7 1 �q , � ---- N, 1-17�1 - "r .... ... � , ,� , �, , �1� I � ".- � , , , , , �, " , - , � I 1-1- - , , , -W--- -7��-- , " I - �l r - ,---,,. I", 1�-1 ,"jL " ,, '. - � I 11 I � / "I � j 8. SEE STORM CALCULATIONS SHEET FOR EASEMENT WIDTH CHART. 11 � , I , -- --�- I . �� ",-_ ,'�� I -� , I I I � � 11 " I I 11 11 1. I I I I � I , , , 11 I - ' - " -, .", , .-z� , , - , , , , , � - i I / I -- -/-----4-- - , , " ". ( - �� 11 �� .1 -- ----L+----- . -- � --- ,. I / ---�� I 11 " I", , � , , ,-,, " . �' , , , , , <lz��Z�_r --, �-- , I � � I I I � I " I I � I I I I � � I I ''I', 't� I . ..,--- I I I I " '� ,-, '' , I � I I ",. , , 1, -, � , I I I I I 11 � / � � I . ---- , : - . - - ------ , ' ' - ' ' � . . . . . I , I , � � � I �,�- � � "� I ��'. I- 11 -�l f, z , I- - � - � -, � � , , � - � ........... -,, , 1 I I �.�� �, , , , ',I I" ------- 11 ��,� , , , t I , . I I � � � I � I I I ,� I I '. � , � �',,, � � � ,,,� � � , . / � - I I - . - � , - I . �l 16' "'. " � "' - , "�,, 1 , � � - li - - fl, / �- , I --� ---- I 1� I I - L ---� � - " " '. � ", " , " , , "'. , , , 1� I I I . / ' - - —CON -- W--- I - �l - 1, I , - - - , , , "., * -Lzv-1 . 1 U4 -� - �-, . / � "I I- � -, ,, , � `- , - ". � �- � � EAS9MENt`— ,� !I , �, ) / , I - -- 4. ROPOSED - - �cl , I I - -, �, � A � -,-- , ---4--SFA- .. I.. ---.. ... - , � , I J� -, ,- , 1 477 - ,� �, I �-- , IP),DRA [NAG E ,, " , - . � . I I - z I I I I - ---:� - — - � . ---�- I ', � , � - , , , , , ,. . �- .41, ,-[-- ---- I�'�--- *—� , � -i-sFA ----- --- ,:/-OT- -Ea-: . - ��-�' I I I I I ` I ROAD NOTES. Z' . � I � � I- �---� 1-53;7:7`� .lo ��. \ I "" 1� --w - � , i - � , �Z--�—-- :),` � I �1� 11 - � , , , , " ., �' ...� ...... I , I . � , " 11 - ,', � I ;-.,' ' 14; , , , ,fi , , �11-1 el ,�; i. TRACTOR SHALL VERIFY ALL TIE-IN ROAD &ALLEY CONNECTIONS FOR ROADS TO ANY ROAD 7 - ---__ 14�1.--:--�l `� I I " I , , , � � .. � . - --- � � 1, 11 " : - I I/ I -- � - M --- �l - , I . .. ,. - � I - -'MMAd'- SiEL,P"SLb!'�ES�,," � " ' - '"' ','� I 0 � P -, - . EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF - "�,- BER � .4�00 - . 11 , .1 � � ...... r � I I FA.. Lu j I 1/1 I � - I -- - ' ' - 1- �, I .", ' " L OUNTY - � � ,,",� - - , 1� � I - : I �� I � , - , '- Et , , , , , " I 1 4 i , � � � I, 11 - `��-- �----w? �, � , i8 � '-' ' ' ------ .11 I :, � " � - �' PtR-)�LJIEMA � I , j"' "11.11 ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED I / ----� , - I --- 11, --- Z, 1'� � 11 � � I , � I .. . � -,�- f V I ,,�, " -s. ,, -, I � , , �.k�, " ".-I " � " � 1, , " �� j �1- � I ,/� � , , ". -: . � . � � - �7�z��Z�777- 1 01�L � ,."... C D -::I � � 7 Fr.%,,,, - 11, I - - , ,�`,�, � 11 I �, : 1, t , I , i � , ,� � - - ,. . 1-11.1 1� I � - I ROADS, CURB &GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY& -�,Z: �- I � .i,. � 4 ., " � � . \ --..- ��-�l - 11 I -',. , , I- , � , , .�l � , � , '11�. � . - --- I I I � �� --x N ......... ", % , .4, ", , , � I � 1,� , , I 1�' ", I "\ - , ,,,, t d ., ', -,-,v,,,-, , , �l I 11 . ", ..'�.,\ 11 " I I I I I . �1- I ALLEY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. --,-,,-.-----'---, I yl-';:;� - ). - �\. , " s , 11 , " " , " , , ,, , I I 1, I LOI". ". ��: / I : � �.11 - . I - , I � � . I � "I � � . , , " f � I I 11 I , I - t- - ---- - . I..— I.. � I .1 �, , 1, , I I 1% I � � I 11 , � 1. 11 �l I 4 11 - 1 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE -, - ':�,� ��;- .1/ 11 I .1.11 \ I 11 , , � I �1, , , �\ � , , , � "I 1� �)�� I I � I 11, - �, , , �y ', I I , TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO _--- I I 1'� - . � " , , , � 1��l , �', . ,�'l � \ , � , , " � ,,� � -�`- --� -: -- , :, , , -,. I -11 z ,� 1 . .1 11 .1 I 11 A , , ,�, , - - � ,f -, � I 11 1/1 //l -- , " I COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING � � - -1 , � . I � I � �l I � � .., �`-�,;� �,...\ . , \11 11", 11 - . ,,, , , ,,,� � �l , 11 - , - , / �,v;" "" .. - �- /I . . ., 4 -, / , , 't 1$1 ., � , , 1 , � , t , , ,x , - " . , I I , I . � Z's- � �- ., -: 22 , " - . Z ..:, I -� , , � � , "p, , I ,� , SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR -� / I I . I . .\ � , 't I j, ,� , 'U" � �i I , , , , �,� I I'll, -- - .... � I "Ill . 1. ,I �-,/. x ... I . I �,-%-*"\j --"\ ,-`1 - " , � I I � \ , - ... � .1. � I � .1 , -'-'- � �", I..''..'', -1," �� I . - -1 . 1. � I ... I , X - -1 " - " -,'�'-, " t, ,� I � " CONSTRUCTION. , I . I .11 ,� ... � ��.�- ll-E-,�-- . / �", I- I ... I / / ...... �l I � ,.\., "I'', I �\ , , 1�, , " \, x", ,,, , ,� ,6,'/ I ,- ::,: It/ ... . . *1' I . " '.. I i I I " � �� , " � I � '�l 48 SED StGiMiNfF, I � / , , � ... � I I I �l , I , , .11 -- x , , - � / 1. , � I .,..):.. .. ,�j I - �� "� �l 11.11 ��, / �, I � * ... . �, . \ I I I ., I I I I I I I .1 , 1.�r� � " " � f I , "I , - ... I " , ( �, ,,�� , - '/ / / , /w / ,# / / * .... � ,$,.�-, \ ,. - . I - , jrl.,� , I/ � -- 'i' kET�NING'WALL-(6'�MAk,4T4 " -3. AS SHOWN & LABELED, THE PROPOSED ALLEYS ARE PRIVATE. � I . % I � ,,-,�, I ---- 1. ,. -- �'1-1- I , � � � , \ I I � .1 I I / "I, � � - � � -A-- , " I - I�T v; , 1, T 1� � � I x -- .,��T ��, I ,N4.- I , - / 1, , - ,�` / / 1, -�< . ; , 1,1.'� -'. � , � , 4 " 1, z , ` I , �:� � i F \1 , 11 /; "I � "I / �"-,- , " , - - isE,9 � I "' 6 �, - \ ."��, � �- � " � \ , , , / � ". - - I 1� � , - - -1 K it � � -----" / '/ `--�-� -- I''.. ,\� lll� I � kf. 1.1�. 1�, "..., I - �l , .1 Z�--- / -1 ) ,� �, ,f / �,/ � ', / ", / , \ J I I \ ". / ,,,,, , I ` \1 �� . � I \ I I . I 11 " / "'�/ � - / 11 / f, , / "'IX / / - - 5 , 1-w I vu I �,, , , qw.w-��l I . I f- - - � : : '� � I I I �/ , I I , . . I 1\ \ 1, ,�-'. - � 1. I . - .. � � - %-4- 1 , /� 11 � .,� 31,/ I ,,, / I / - -,-- -1, �), � " #) DRAINAGE- l< .... , " I I `1 -f- LOT 49,1 fc� / # ,l � , , � . i I / � - , / e -, ��--�,, I I �\ .. � " - :� . . .,�\. I ��\ .. � .. �OT I f � / I., - " - - . ...... '�- z�",�. � . I 11 - , / %0 I.", 1 /;,� - --_ .1. 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I 1. �v 1 � / - - ; � , �/ \�--7- -z,:::��-- �A/Nl /,/ \ , 111-30, . / , /i / I ---- I -11 L I I . r.. 11.11, I / I i -- ,I,,.,/ �('V,,!";"", , . -- / ... - " - . 1. , "�, . 11 . 1. .11.1 . 1�.,.:�N � I , I - " , , I / " � / , /j,- / �.;, �----- . . . . .----,� � 3>, 111. / , , .. - . 1�1� I I . . . . I / "i / ,,I " " �/ / 0 -- I V � I / - - "I #v I � �.� .... .. . 'l/ / / /' /I/ �, , `-� . , :�, L.'' .'��'l .1 . � , , / , ,� I -- I-V , . / ,� .. / � I � I � 11 '. � 11 i , �--- 4 �11 ,.: - ,/ I I I , I/ / I / / �' ", �y- " . -- , , / / // I 11. / -1 , 'I-- � . ', 11 / I � I I -1 ,,� � /, . , . -� 1, � �-", \ I I I I � � I I -,...',� 11-.11.* I R I , � I / � // / / 01, 6 / # / I " // ) LOT 59 7/) � �' � `�' �� x 1� I -, � I .. I - I , , / , I � - I - z I 1. �. I 1. ... � I— I.. . � I I * I � "' I � I, I, / 4 -- I I' . I , * .- � , � 0, ,;, //, -t I � L --l"Zz I . . I . lll.�llll I . 1. I I . � � � I �� �� . . . . . � . I ... � � . 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"I \ , ". 1, I " \ � ,,, �\, \ � ) I \ \ ,\ ,,,,� ', � � i ,�/) / 11 I I/ / \ I I I- \ � � , 11 I �� \ \ ,.," I \ � "I \1 I � I / 0 1'� , , ! \ % \\ , , � , 1% � � / "I \,", \ " \ , " \ " \ \ , "/ V / � f 1, ?I � I� � . \ \ , I \ \ \ THE STORMWATER RUNOFF VOLUMES, VELOCITIES, AND PHOSPHORUS CONCENTRATION RESULTING FROM / ! / �� � \ I\ I \` , , \� ) f I I T � / i , / . / F_ >1 �, , " , \ \ '� -1 \ , , -::�\ ,\ ,,, , ) 7B \ I I � \ , \ , , \ / / �_ U 0 � \ I , / 1 " \ I '� I\ I 11 THE PROPOSED DEVELOPMENT SHALL BE IMPROVED PRIOR TO ENTERING THE EXISTING WATERSHED. / � t I ,\\ � , � L I ., \ , \ . , %,� \ , , '� � \ 11 " " I 11 / � I ", " \ ,�,\ \ " \ 11 / " i F- . I a � \ I \\- - \ \ , r, , \ I 'A I ( ( I/ 1� t \ � / .j � / , , �� \ ) I - 11 i \ , i � / �, ) \ `__1 W � I \ , / i 11 i I ) \ � / 0) � , � / f / \Y � " I It �\ I \ . � I I i /� STORMWATER QUALITY AND QUANTITY REQUIREMENTS WILL BE MET THROUGH USE OF TWO LEVEL I WET / . /� 11 ,� / " \ I 1\ %\ \ " � � � \ I , � z , i 1, , � I 11, I / CK .j ) / )-'Hlk� "'�kl � _C i 4 \ � V ,� \, \� / / / / \ \ I (j) 0 / / . ,% \ I / I / I � \ 1.1,- � I , � \ \ ;� I , \ '-1 I / a- ) ,aRA \, _t, __� __ V \ PONDS "IN AND '2B'. � / � \\ \ \1 \ \ , , _`___-___11 � _ I \ . k� , , ( \ , � I ,,- � / � \ \ \ \ , \ � , __ , ., \ , \ , t '. 'I I'll, 0� F-4 0 - I f I I , \11 \ \ � I I 324D' . - X , \ , I ,.",�/ ____ / i � / , I � � I ; I ,'! 1, � I t / / , \, I \ -�,, 11 / ,10 ,[ 40 . , I I 11 ", .. \ � " � I - - "", Q . I I , It I � , 1 h I \ I __ -111", � 1, I i ) \ , �� �t �,� "� � I -,,, � 'I, I , / _ , 11 \ � It k, 0 , , � � � 1 11 -0 / W I 10 , \ I )� & I/ " / \ � � � � j , -"-.," , A i . t 11 ,/ � I I 11, I \ I " ", > - � % , , I � ,� � � I \N , '� � . I `--i- \ "I" _-, '1� " W q. �i ) I I � k , � , ) � � . 1, �\ I\ �, I I", I -_, 1�', . D I i . � , � 11 �, Vt I',, 1�, '% - / 0 � qIIIIIIIIIIIIIiiiil/ il �y A "I , � I 11, ",\ ,\,, THE STORMWATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT WERE CALCULATED WITH THE VRRM I /, / � ,( 1� �1 I k, , , \ I ___, \ \ \ ,// I �/ / I I i I 11 \ '� � \ \ I < 3: IL " I \ 1%�,,, \ WATER QUALITY: / __,, \ �� �,' k i I \ �, '_1 I " CD F- 06 X � 1� � � ,V 11 I �1, ./I / � � I f \ I ",\ \ . \ i � 11 I— \ � .1, \ ---,,, /I.. // I 0 - � � I, I "" /I I 11� N 'N" � \ I-' "I . . . . . / /11 If 1 " � t � I 1% AND A POST -DEVELOPMENT TREATMENT VOLUME (1.5Tv) OF DRAINAGE AREA 'N AT 61,229 CF, AND 1-11'. � " � I � I , I , ) , , � , .1 \ '11- - \ I '\ 1/1 , 0 k.) W 0 / __ T I/ / I t I � I I " �1_1 - � I ,1� ; , - . '� � 1 , I `� _', 'A__ 1-1-- / / ; / ,_ "'.", t I � , �,� �N , \ , \ �1� kl-",, 1\ I -, , __1 __-1 11 / / lAnch = 80 ft I i � ) , \� \ - IN-,\ POST -DEVELOPMENT TREATMENT VOLUME (1.5Tv) OF DRAINAGE AREA'B'AT 58,736 CF. TWO LEVEL 11 WET I , // I -1 1 I 1� I I �, �� ,- __-, "I, ) j ,�-� I \1 �, 11� 11 � X, I/ / N AVW%� '; " /� � i �\ \ I 1� - , , � k I " �', � , I , � . � I \ slow / \ � � �� i \ - - I-- "-I- JON*k ._____1 I 1. 1 , �,�� , � 1� 1� � NEW DEVELOPMENT WORKSHEET, RESULTING IN A TOTAL LOAD REDUCTION (TP) REQUIRED OF 36.30 LB/1YR, . I 1� " / / \ I � �'�11� � )l `� 1� ) C:) -1 C IF'FKET )", �� _', '1/ /I ,/ j , I / 1 ,,, 4, � - ,� , , � I � \ �,,�", I/ / / / / I I � \ , 0 1 1 '11'� " I ; , � I I � I I i I �� �, " ��, A , \ \ " _', \ / / .1 I / i ( 1� ,� 11 I I - -11, "I-,' _/ U , \ .- , I-- . / I , \ \ , � " -N11, I -1 , I fn . / .111, If a 1 � . , / / /__ ",� 11 , , I j , � I I 't, � I , I ,-- "��, \ \ � \ \ \, , \ � - '\\ , ".1 / / I " 1-1- I. -I 11 / /1.1/ "' 1 I d ;� � t , X / � / X \ , , \ \ -1 __�' I U 0� �0 - , , \, " I � "� ., I 1, ,_ , I \ / " ___., �1� - t / Z t � , , I � � � � � I � .1, _\ ! \ \ - / - ___ Z I / ) / ,, / 'i ; I 1 � I ,I , � � I 11 \' I"\ \ PONDS WITH 75% PHOSPHORUS REMOVAL EFFICIENCY SHALL TREAT THE DEVELOPMENT AND PROVIDE IN " ,/ - ,,,,- / I i `\ \11\ "..", �, ,--.-,- I " L.L. CL - , / 11 I \ 11 I "I - 1, / 11 ,Z " il i, i ' , � 1 11 i EXCESS OF 1.5*Tv, WHILE PROVIDING 37.64 LB/YR PHOSPHORUS REMOVAL. EVIDENCE OF COMPLIANCE WITH 1Z / , 1-1-1-1-- ,,� , t , / / , � i 11 �, I ", I\\ , " __1`1 ", I-,--- - \ I _____ \ I,-,' 'ZI I I/ C I , __<, � / / / ( ; f 1, � � I i k , 1, ,\ " \ \ 11 __ -_,". , I", / / I I � I / // ,,�, / 0) 1. __� - General construction notes for Stormwater Management plans � I % THE WATER QUALITY REQUIREMENTS FOR THIS DEVELOPMENT IS PROVIDED ON THE STORMWATER ", ,/"" �", �, *' � \ \ \ \ ��," """_1, _ 1'1;11 _., 1-1 � '� I I U I Z , / \ � \ � \" " \ "',_1 E " ', � ' � 11 I .� _1 _111.--, I / i 11 � i \1 � I \L � � -,- _11�, 11 ---.,..- - ,,,-- __... -1 -, / / :3 1 MANAGEMENT DETAILS AND CALCULATIONS SHEET. - 411 / I "I � 1\ " /�\�\ , `-, -,,-,, - ,,''�,, " 11 / 0 \ ,�,,, , / __ � - � � � i I I \ � � I ", , , �, " .1 \ \ \ " '% �,,, / 0 3.. All dams and constructed fill to be within 9S% of maximum dry density 11 , � \ % ,� , 11 ! � \ �,, � 11, ,I I '� 1� I \ , ,\ ", ,�, , -, "Ill , , �\ , , 1� \ \ ,----- _'__ ---,,, , , \ � , �� ", �/ , /"', // � -1-11.1., 11 .1/ , / � / \ I � � , I (P 1� �".\,\ ,,�, �, 11 .,��_11 "� ,�,, � 1, "-,.,- ..I.----- I ,,,�- ,,,,, Z 15 -0 ,and 2% Of Optimum moisture content. All fill material to be approved by \1 �', I" ",�, ,, . \ \ I �� \ , �2 � " � \ , \ "", ,� ", 1-1- 'I-, I 11 \ I'N I-- I----- '--,,..-. ." \ 11 "", " LU _0 \ � � ., ," � \, , k I , - I 'r rn IL I 1, - i \ \ , 1 �, , ,1�1 Uj Q) � �i P. � ,�', , � \ � , "I I . ,\�11, �, "', I � \ -�,��_, '_1 1\ I", .. � _�11 0 -H �,a geotechnical engineer. A geotechnical engineer is to be present during ,I 11 - . i ', -11 " -_ "I \ � \ --- I �_: // I ce = . WATER QUANTITY: I / , - � � � �, \\ " , \ [ I , 4 \ , T\�, I � - 11, ,--.--. , I \ " 1- i � I � \,\ 1, �� \ \ �� % I . 1',� \_ , __ \ - ___11 , 1� ____� I V) .0 I V THE LEVEL 11 WET PONDS WILL DETAIN STORMWATER RUNOFF FROM THE PROPOSED DEVELOPMENT, ,_-, \ 1� , , �, ,� � I'll ", 11 I construction of dams. � I � i/ I 11 ",1/' 11 . k � ". \ ,� k , \ " I I \ 1"�\,\ ""', ,,,, ", \, ,' �,,, '--, \ � -,-, � () �",� Z " I _ -1 � I �. � , � � \ ," \ 1'�, \ I '% \'11 "', 11 — .,_ .,��,.� Z �, 0 I 1, \11 OVERLAND DRAINAGE IMMEDIATELY UPLAND OF THE PROJECT, WITH AN ADDITIONAL ALLOWANCE FOR 'I, ., _,� 441��_":Z�� .1 ) \ , \ \ \ \ \`\� � I '� 11 �� I ,� \ -�, 11 \ \ " ". - - � __", ., JOB NO. " \\ ,. ..... . I \ \ 4 \ \1 \ � 11 // m --, % Z , i , k � � -,--,, 11� , ,_ '1Z I I En , _ - _._-7��-��__ 1 1 � �,,� lk�.�', � � 11 � 11., _". __1 �, a I ,;� - \ � � , \ \ 11 11 _0 "I, "-'r,.,. I , ,,"�Z�� , / I ,� '� " \� i \ \ \ , , \ ,-, I ,_", I C -DEVELOPMENT OUTFLOWS ARE ,, �_ j \\ _ _ . 1�1 \11, '1-1, __ - I "I 2. Pipe and riserjoints are to be watertight within stormwater � \ I - - EXCESS CAPACITY. THE TOTAL PROJECT 1 -YEAR PRE AND POST -DEVELOPMENT OUTFLOWS ARE 18.73 efs , "" / 1- � I , -�\ " \ A - I - - \ '\ , _ ., , 11-1 �", 112066 � I / I I'll _A AND 4.79 ds, RESPECTIVELY. THE TOTAL PROJECT 2 -YEAR PRE AND POST - - � 11-1-- \ , k � j I \ \ I ,� I --.__ _ \ _11- - 0 ,---- 1�_` -,- �11� - - - -L- " __ * 7- - ;_ - /��[ I __,�_ __ - T!I , - - - " -----,I , -I--,- " 1\ '� "�__ / 4 , 11 -",.-- -1,_ I !\ I \ \ � j \. .. ---,_,`,��, , -,management facilities. I I 1�1 ,,,, "�, I " , - - - .) I I , � j � \ "'A � - :'_ �_ , / "", SCALE i / I � 11, 23.03 ds AND 5.41 ds, RESPECTIVELY. THE 10 -YEAR PRE AND POST -DEVELOPMENT OUTFLOWS ARE 65.73 ct " I " I \1 I / " \11 �", � \\ " "_� " � I ,�,,,,,' � - \ ,\ �\ / " 11� , "_ -, ,�, I I ins which are to be converted to � /I 1� / ' _ ___� 51��____ � /) � 1, \ � k , I I \\ I", Ili " 1, \ ", ,_ I -, , ,""'_\ ��11`1 '__� ___� " "l-_ it C I � - - � ,,� , �\�� \ 1 , � - _.,� \ \ \ "', %', 1�1__ - 111�,'�,,, `�'-,, .- - �/ 0- , � , " , _�_ 11 , , '\ k , ,0 3. For temporary sediment traps or bas '_ ,;�e", --" - / , ) , , � � � \"\ � , , A \ \ 11, \ --- - , __,�� � 1 = 80, 0 1-1 ' , AND 54.77 efs, RESPECTIVELY. POND ROUTINGS AND TR -55 CALCULATIONS ARE PROVIDED ON THE "�_ _�, - � ' - ) 11 \ -, "t facilities; conversion is not to take � "I .,� I - _ ___ t I ,� -, permanent stormwater management , \ �� !` 1, , �, _". � --,, -11-, " f ,� - ,�, 1, . ,__� , - �, I \ 11 �� STORMWATER MANAGEMENT DETAILS AND CALCULATION SHEET, AND THE STORMWATER MANAGEMENT - " � I \, " I"_ _ - -, -1 � -, I �,_ ... _-, , � 1��-� .11 SHEET NO. \ � / - _,"', - - - , -��___�_ L I I I \ , \ I I "I " I -_ �� 11 1<- ,�_11 ��. 0 place until the site is stabilized, and " � , . CALCULATIONS PACKAGE INCLUDED WITH THIS SUBMISSION. 11 _,� __ �_ � i I � \ � 1\ i \ , \ �\ I \ `�, � 1, - I �,, --1 W ,_ - __ - i , 11� -, . _- 4 0 , �, ,___,�� - � \ 1, C, �� ,- "�, . % � , �11 I � t � "3T, 3 - , � �,___ I _�,� perm , .11, ....... - i \� � t � \ . � - I '\ � -1,11, ___ " A-- �_ I ission has been obtai I , 1. , , ,_ I 11111�� I \ -,-.��] `,--�_ \ __ - 1-1 I I � I , I -\ ) "\ ,-,,-.,',.I 1,,� . I,-, '�, \ �, , "r, _ '_T_V' "_ 1- I-- I 11,�,, � . ...... r .,/ � �� � -1 �, . � - � � , - ned from the County erosion control inspector. I , I , i �� \\ ,,,, � 11 - - ___��, 1___�`� 1.4 1 1 \ A i I I � , "\ \, '____1 , " � ,,,/ i ! \ )� � � \ ". I I . WATERSHED OVERALL SWM PLAN ........... ..... . FINAL FUTURE BUILDOUT Outflow Summary: (2 -Year Stor \ ------ '5 ary for DA IA- m Event) ,777 7777 Watershed Summ SCALE 1 "1200' 0 1-vr. cfs 2-vr. cf s 10 -yr, cf s Pre -Development Post-Dewlopment Approved Pre -Development 6�86 8.49 25.44 Approved Post -Development Routings 1.48 1.61 2.39 F Full Buildout Proposed Post-Dev. Routings 0.94 GM 7:58 Note: Per the approved 9VAC25-870-66 calculations, this development meets channel DA'lA' 8.49 ds DA 'JAF 0. 98 cfs L; ; 4,600 sf 6,010 sf 112,240 sf DA'213' DA'213' 6.97 ds DA '213' DA 13CI DA4D' 1. 89 cfs 1.81 CfS 2.25 cfs TREATMENT VOLUME OF 68,039 F�cothlll IV �Impervious Area sco ...... ....... TT COLLINS"Z 0 No. 35791 QD nt 1 -year peak SCS design storm outflow Total= 15.46 cfs 6.93 cfs protection compliance by having a post-developme 0!� LLJ less than or equal to 1.48 cfs. FINAL BU CD DA #1A Final Buildout impervious Area Summary ILD OUT NOTES _z 1- THE LAYOUT SHOWN INCLUDES THE Outflow Summary: (10 -Year Storm Event) Roadways 188,477 sf 1 Li GLENBROOK AT FOOTHILLS SUBDIVISION Pre -Development Post -Development 4: , U) * Sidewalks & 100 Driveways -, S , CURRENTLY UNDER REVIE A rHAML SAttached Lots where Half is Captured Detached Lots where Half is Captured 6 ttached Lots where Most or Allis Captured 4,600 sf 6,010 sf 112,240 sf DA'213' SUBDIVISION PLAN IS REDUIRED FOR THE MENT OF THESE LOTS. D SWM FACILITY D1 A MEVEL I I VV�_-] HuNDDWAS SIDED FOR A MINIMUM 22 Detached Lots where Most orAll is Captured 44,0( sf DA'3C' TREATMENT VOLUME OF 68,039 F�cothlll IV �Impervious Area 16,0� 5 sf I- ED THIS VOLUME WAS CALCULATED USING THE VRRM AND ASSUMES THE LLIkp�p,oved 474,326 sf DA '1A' 25.44 cfs DA '1A' 7.58 cfs DA'213' 16.50 cfs DA'213' 27.79 cfs DA'3C' 4.01 CfS I DA'4D' 4.54 cfs _j 0 7 Includes Park Ridge Dr, Glenbrook Suladvision, Eastern Connector FULL BUILD OUT SUBAREA CONSISTING - 53.23 ds 32.63 cfs L LOT LLJ 1U89 ED IMPERVIOUS AREAS& 1075 Total= Road Ext,) DD OF MANAGED TURF_ THE CAPACITY OF THE APPROVED FACILITY EXCEEDS THIS DESIGN REOUIREMENT. 0 3. THE PROPOSED GLENBROOK PHASE 11 ind Quantity Calculations) BUILDOUT WILL UTILIOE SV\IM FACILITY DA#28 Final BuIldout impervious Area Summary 92,735 sf Roadways 02H VVI THIN THE FOOTHILL PHASE I VIV 37,786 sf PR6EECT_ THE EXISTING DETENTION 4t: Sidewalks & 24 Driveways z 5 Detached Lots where Half is Captured 5,000 sf BASIN WILL BE UPGRADED TO A LEVEL 1 77 1-- z Uj 60,000 sf WET POND- Uj 30 Detached Lots where Most orAll is Captured ". 4� THE OVERALL PROEECT SITE WATER 49,658 f Z Approved Foothill IV Impervious.Area 0 0 Z DUALITY MEASURES WILL REDUIRE AN ADDITIONAL 171 LBEYR PHOSPHOROUS THIS to LOAD WILL BE TREATED BY PAYMENT 03 REMOVAL BE MET PER THE VRRM 17L DA #3C Final Bui Idout Impervious Area Summary 5 INTO THE LICKINGHOLE PRO RATA SHARE (For Glenbrook at Foothills Water Cluality &Quantity Calculation WHICH WILL REMOVE 300 OF THE 7.89 Uj 0 < Dinion Drive (po 10,449 sf 0" LBIYR REMAINING LOAD FROM SWM 2,000 sf WATER DUALITY REDUIREMENTS. A�FLEV 01, LU 0 EILMVI..41 .01 Sidewalks &4 Driveways 5,247 sf FACILITY 02B 0737 LBIYRQ EXCEEDING z rtion) & Road A 2 Detached Lots where Half is Captured 5- DRAINAGE AREA 03C AND 04D SHALL 0 2 Detached Lots where Most orAll is Captured 4, 0 sf .... ED Lj U 21W)b ST > U) 11-1 RELEASE STORMWATER DISCHARGE TO THE CREEK. THE OVERALL LU 0 iu (A z CONTRIBUTING DRAINAGE AREA TO THE Uj 2'. Z DA #4D Final Buildout ImperviousAres Summary CREEK AT THIS SITE IS 134 ACRES- THE 0 ED DRAINAGE AREAS 03C AND z PROPOS (For Glenbrook at Foothills Water Quality& Quantity Calculations) Ce Binion Drive (portion) 7,808 sf [AD ARE 1-22 ACRES AND 104 ACRES, LU CTIVELY, WHICH ARE LESS THAN y > 5,31A st RESPE 0 DRAINAGE AREA TO THE STREAM AT LU Sidewalks & 5Driveways ...... I D OF THE TOTAL CONTRIBUTING 5 Detached Lots where Most orAll is Captured 10,000 sf 23,112 sf EACH OUTFALL, HENCE THE 10 RULE APPLIES AND THE OUTLETS MEET 0 F_ ... ..... CHANNEL ADEoUACY REOUIREMENTS_ LU U) > .. ...... LU ....... qW r ... . .... .. SFY, W 1W co rl� cc LU T:, 40 j�,RL b P IL 4W LCIT 102 T 41F &T %A .......... L /4W ......... ... 4W_ "A > =7 Z #IS VP 7 .... ... 0�1 OLF PDA (y) ]A EELE .... ........ ............ Z .......... 7 Uj ...... FV L2 Uj 0 Uj all V x > APPRqVED FOOTIJIL PHASE -IV 46 0 LIJ CL > PROPOSED DA 213 0* IILDOUT DA4?�,,�L 4W FINAL BLI &MEOW 4W, 0 r%,000 PRE -DEVELOPMENT L/ .... . LL_ SCALE I "F000' "f - APPROVED Tc=0.31 hrs r UN [376 & TP�10- 24 11 4W 'y V 4W 4 0.29 hrs. (100'OF OVERLAND FLOW AT 4% (952'OF CHANNEL FLOW AT 4% Tc --0.08 hrs. 7- L -I __T2 < I r% :IFE Uj Uj 4W 7 A �p�*-�bEVIELOPMENIT PROVED Li 107 V 1 Nt:tj�i &-T,C=j F V i ---------------------------- . ....... ... ff Aft Uj .......... - - -------- 0 - ------ Uj W U re EXISTING TREELINt-- r (TYP-) x^1 Lij ry U) <> (D X 00 SE -D 0 PAQPQ 0 f -F!k Uj DA" 8 bEVELOPIMENT\ f NIHIC S C k 40 T-& Tc=0.29 hFs,./ 16 ... -------- E ac. U. MMIlt b Uj _C3 LLI LU '�T JOB NO. ...... --- --- . . . . ...... .. .. 112066 FUTURE CONNECTOR ROAD CROSSING SHOWN L P . .. ..... - _- SCALE E 4,* -'rkEELIN'. TT f r_A10 I ING FOR INFORMATIONAL PURPOSES ONLY - VSM FOR THE CROSSINGS SHALL BE SUBMI ED (TY -P.), UNDER A SEPARATE APPLICATION ASSHOWN SHEET NO. 5 PR VED Tc' 6.29 hr, Tc7 -0.25 hrs. (1 00'OF OVERLAND FLOW -PROPOSED FACILITY 0' OF CHANNEL FLOW AT 6%)�� Tc=0.04 hrs. (1�9 I SWM FACILITY #2B WET POND LEVEL 11 (:L.STv). 27 C PROPOSED RIP F7 SEE APPROVE[) RADING/ SHEEV FOR TYPE& DIM. CP. 141 14, 'PET PdND Nil AAIN CELL i- SAVETY BENCH 613H-~~ / / ~~ - __ STTAR//mG i/ AT . �L�����1l _.._.141 / / 35'WIDE GRASS LINED 141/ ' ^ ���SPILL \~^ �»« CmESxELE~.-www.26 � PROPOSED FL[1AT|NG-'�q� \ \ ' BAFFLECUR1Q�N' \ AB#SCO BRAND OR Nt. p \MT \ EQ~.~~.^E. / \ \ \^ gn \ \ 12 ~~ - ` ~~^ ~ S"=`� | � tn \ ' ` \ 30- CLI,,� III RCP BARREL - )NV ft�-64347INV OUT. 642.50 ERNMX-127 OR APPROVED EQUIVALENT ERNST CONSERVATION SEEDS, 1-800-873-3321 14,188 SF REQUIRED Jr 0 Scientific Nan -e \l / 60" CL. III RPP STAND IPE TO SERVE AS RISER STRUCTURE. RISER RIM ELEV.=649.00 #/ ONE 03" 1.�OW-FLOV� ORIFICE INVERT CONTRACTOR SHALL IN�TALL TTSHRAC� SHOWN O,��THIS N TES. I ItTERIOR WET PONIJ\GRADING $HALL AT 4A SLOPE OR �HEET, OR EQUIVALE T. 1,ATTER BELOW ELEVATION 644. ABOV ELEVATION 644 THE WET POND SHALL FUNCTION FOR WATER DETENTION ONLY, AND 3:1 SLOPES ��ALL BE LITILIZEDABOVE 644.4. 2. THEWET POND SHALL BE AERATED WITH AN APPROVED Plan't egend Common Name Size Symbol 10 -YR Total 10'-12'ht BN 397 12 4,764 Betula N ra River Birch 6,507 TOTAL STORM SEWER WCN 50% 60"CL. III RCP STANDPIPE TO SERVE AS CONTRACTOR SHALL IN 10'WIDE TOP OF DAM ELEV.=652'. PROPOSED VDOT Boom L9 50% 660MINIMUM) 44% 1.5 ft R STRUCTURE. RISER RIM ARO STD. EW 1 PC UND 'DURING V0IL_r 7e ] 15 �aton Elevation TRAS H RAC ON ALL Volume Elevation OF RIPftAP. SEE Volume ORIFICES PER VSMH TECHNICAL BULLETIN #]7 Total Area Cell FOREBAYTOP OF DAM (ft) Cell Contours (s INVERT ELEV.=644.0" 04" THE PERIMETER OF THE BARREL 10 DESIGN STORM. WIDE GRAS$ LINED EMERGENCY LU (ft) Cell Contours (sf) APPROVED GRADING Shortest Flow Path >=O.8 ORIFICE COEFFICIENT 0A Contours (sf) (Cf) EXISTING GROUND (ft) ORIFICE & ONE WHERE IT IS NOT LOCATED Lu SHEET ELEV.= 644! (SPILLWAY WETILAND SHELF TOP OF DAM MID -FLOW ORIFICE INVERT FLEV,=648.0. BENEATH THE EMBANKMENT SPILLWAY CREST ELEV.=650,25'. 639 109 4 639 ELEV.= 644'(WETLAND SHEI, 0 SPILLWAY IS, NOT ACTIVATED 639 1,848 1,487 639 1,957 1,538 SPILLWAY CREST ELEV.= 643"j': SHOWN ON THIS SHEET, OR EQUIVALENT. DURING 10- t. DESIGN STORM. 640 0 0 640 2,705 3,750 640 3,080 4,035 642 1,348 1,892 642 WETLAN'D SHELF TOP 0 642 4,882 11,230 642 6,230 13,162 643 2,037 3,572 643 505 PROPOSED 643 640AQUATIC SAFETY BENCH 643 8,779 20,630 BENCH 2,850 30" CLIII RCP BARREL 40'OF VDOT STD. ECA CL. Al RIPRA 644 w/ 2:1 SLOPES 1,193 644 BOTTOM OF WETLAND 18" THICK, 8'X8! REINFORCEDCONCRETE PROPOSED: W/ GEOTEXTILE UNDERLAYMENT. INV IN. 6410T 644 16,427 33,035 STA FkTING BOTTOM OF FOREBAY BOTTOM OF BASIN- SHELF ELEV. 643.00 FOUNDATION. RISER BASE BARREL SAFETY BENCH (L=40','W=6', D=2'min, S=1.25%) 644.4 AT ELEV.1644.0 I ELEV. 638.00 644.4 ELEV. 638.00. 39,624 646 SHALL BE FIRMLY ANCH REDIEMBECIDED 0 646 646 632 646 19,193 68,166 648 IN' 648 648 22,740 110,049 650 10+00 10+10 10+30 10+30 10+40 10+50 10+60 18+70 10+80 10*90 11+00 11+10 11+20 11*30 11+40 11+50 11+80 11+70 11+80 11+90 12+00 12+10 12*20 12+38 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 650 26,510 SCALE: V'1"=1�'8 ������� �N &�y���- POND'2B' ' �~��n��_�� U8 �YK��3 �-n=�K"��� ���� IN 1 ` _ SWM FACILITY #2B WET POND LEVEL 11 (:L.STv). 27 C PROPOSED RIP F7 SEE APPROVE[) RADING/ SHEEV FOR TYPE& DIM. CP. 141 14, 'PET PdND Nil AAIN CELL i- SAVETY BENCH 613H-~~ / / ~~ - __ STTAR//mG i/ AT . �L�����1l _.._.141 / / 35'WIDE GRASS LINED 141/ ' ^ ���SPILL \~^ �»« CmESxELE~.-www.26 � PROPOSED FL[1AT|NG-'�q� \ \ ' BAFFLECUR1Q�N' \ AB#SCO BRAND OR Nt. p \MT \ EQ~.~~.^E. / \ \ \^ gn \ \ 12 ~~ - ` ~~^ ~ S"=`� | � tn \ ' ` \ 30- CLI,,� III RCP BARREL - )NV ft�-64347INV OUT. 642.50 ERNMX-127 OR APPROVED EQUIVALENT ERNST CONSERVATION SEEDS, 1-800-873-3321 14,188 SF REQUIRED Jr 0 Scientific Nan -e \l / 60" CL. III RPP STAND IPE TO SERVE AS RISER STRUCTURE. RISER RIM ELEV.=649.00 #/ ONE 03" 1.�OW-FLOV� ORIFICE INVERT CONTRACTOR SHALL IN�TALL TTSHRAC� SHOWN O,��THIS N TES. I ItTERIOR WET PONIJ\GRADING $HALL AT 4A SLOPE OR �HEET, OR EQUIVALE T. 1,ATTER BELOW ELEVATION 644. ABOV ELEVATION 644 THE WET POND SHALL FUNCTION FOR WATER DETENTION ONLY, AND 3:1 SLOPES ��ALL BE LITILIZEDABOVE 644.4. 2. THEWET POND SHALL BE AERATED WITH AN APPROVED Plan't egend Common Name Size Symbol 10 -YR Total 10'-12'ht BN 397 12 4,764 Betula N ra River Birch 6,507 TOTAL WET POND LEVEL 11'2B'DESIGN & REQUIREMENTS: Treatment Volume, Tv(VRRN) Minimum Treatment Volume Required 1.5Tv(V{RK8) Minimum Treatment Volume Required atK8VV5E Treatment Volume Provided above KqVVSE Minimum Percentage ofTvProvided atMVVSE Percentage ofTvProvided atMVVSE Maximum Percentage ofTvProvided above K4VVSE Percentage nfTvProvided above MVVSE Ponding Depth Corresponding to Minimum Tv Maximum Ponding Depth allowed for Minimum Tv Minimum ForebayVolume Required (15%ofTv) FureboyVolume Provided Minimum Upper Wetland Shelf Area (lOY6mfPond Area) Upper Wetland Shelf Provided Length/Width Ratio orFlow Path >=3:l(Path=4D3/lGO) Shortest Flow Path/Overall length >=D.8(Path=18U/16D) Landscaping (this Sheet) and Aeration tobeProvided 39,157d 58,736 cf 29,368 cf 33,035 cf Tv Requirement Met WCN 50% 56% Boom L9 50% zCK 44% 1.5 ft Elevation Area of Foreba V0IL_r 7e ] 15 �aton Elevation Area of Wetland Volume Elevation Area of Main Cell Volume Elevation Total Area Cell Volume (ft) Cell Contours (s (C:) r^ 5.1 (ft) Cell Contours (sf) (cf) Shortest Flow Path >=O.8 (ft) Contours (sf) (Cf) p' (ft) Contours (sf) (cf) 639 109 4 639 0 0 639 1,848 1,487 639 1,957 1,538 640 375 269 640 0 0 640 2,705 3,750 640 3,080 4,035 642 1,348 1,892 642 0 0 642 4,882 11,230 642 6,230 13,162 643 2,037 3,572 643 505 168 643 6,237 16,776 643 8,779 20,630 644 2,850 6,004 644 1,654 1,193 644 11,923 25,704 644 16,427 33,035 644.4 644.4 644.4 644.4 16,518 39,624 646 646 646 646 19,193 68,166 648 648 648 648 22,740 110,049 650 650 650 650 26,510 159,251 1 A min. forebay volume depth of 4'with an aquatic bench 4'wide, 1'deep provided. 2 A minimum forebay volume of 15% of the total Tv has been provided. 3 A wetland maximum treatment volume depth of 12" has been provided. 4 A 10'wide aquatic bench at 12" in depth has been provided. 5 An 8'wide safety bench with a maximum 5% slope has been provided. 6 The minimum treatment volume required has been provided. WET POND LEVEL 11'2B'DESIGN & REQUIREMENTS: Treatment Volume, Tv(VRRN) Minimum Treatment Volume Required 1.5Tv(V{RK8) Minimum Treatment Volume Required atK8VV5E Treatment Volume Provided above KqVVSE Minimum Percentage ofTvProvided atMVVSE Percentage ofTvProvided atMVVSE Maximum Percentage ofTvProvided above K4VVSE Percentage nfTvProvided above MVVSE Ponding Depth Corresponding to Minimum Tv Maximum Ponding Depth allowed for Minimum Tv Minimum ForebayVolume Required (15%ofTv) FureboyVolume Provided Minimum Upper Wetland Shelf Area (lOY6mfPond Area) Upper Wetland Shelf Provided Length/Width Ratio orFlow Path >=3:l(Path=4D3/lGO) Shortest Flow Path/Overall length >=D.8(Path=18U/16D) Landscaping (this Sheet) and Aeration tobeProvided 39,157d 58,736 cf 29,368 cf 33,035 cf Tv Requirement Met WCN 50% 56% Boom L9 50% zCK 44% 1.5 ft TvRequirement Met °^ 4 ft 5,874 cf Wet EDand Multi Cell Design w~ Ei{04 cf 57 1,643 sf 1~654cf VVedands»1O%ofPond Area r^ 5.1 Flow Path >=3:1 +' 1.1 Shortest Flow Path >=O.8 w" YES Landscapine/Aeration p' 09eneous fig 77 "-Cut off trenCh-4 WOW *41=10 TYPICAL HOMOGENEOUS EMOANKMENT TrMsion R1 ad or 9mvel FOUNDATION DRAIN BLANKET DRAIN CHIMNEY DRAIN TOE DRAM Source: SCS Engincering Field Maimed 00 00 I i %10T 000 SOT AA IMAM 0�_ SUMMARY OF DESIGN IMPERVIOUS AREAS Foothill Crossing I I Impervious Areas Draining to Wet Pond '13' Impervious (Onsite) 6.89 ac Existing Impervious (3ffsite) 0.17 ac Pond MVVSEArea 0.31 ac Subtotal 7.37 ac Excess Capacity for 1.75ac. Impervious Area 1.75 ac Subtotal 1.75 ac Total = 9.12 ac SCALE: V:1�=10' H:1"=10' 13+10 13+20 13+30 13+40 13+50 L9 z�� CY) � 01 c.'i WCN qr ;J Boom L9 > zCK 27% is 54 48 57 L9 z�� CY) � 01 c.'i WCN qr ;J Boom L9 > zCK Plant Legend Scientific Name Commn Name Size Svmb.ol I 0 -YR GANOPY- Total Quantity Canopy TREES Betula.Nigra Carya cordinformis Shrubs 2,945 6,930 640 RiverBirch 101-12f ht BN 397 8 3,176 Bifternut Hickory 2 1/2!1 min. BH 250 6 11,500 36,565 269,516 638 75' 635 635 4,973 TOTAL SWM FACILITY #1A WET POND LEVEL 11 (1-5Tv)_ waft Allows Allow 688 TW 636 BW\ PR,01:��_6SED 048'1 CL. III RCP STANDPIPE w/ TRA`�H RACK SHALL SERVE __j AS THE RISER STRUCTURE. RISER RIM ELE-V.=635,33'WITH ONE (i) OS" LOW FLOW ORIFICE wit AN INVERT AT ELEV. 630.00', FIVE (5) 06" MID -FLOW ORIFICES wtINVERTS AT ELEV. 634.00 & ONE (1) 0.io" MID -FLOW ORIFICE -4/ AN INVERT AT ELEV. 634,00. TO PREAENT FLOTATION THE-KISER BASE AND BARREL CONNECTION SHALL BE -FOUNDATION THAT IS no'xi_o', AND BUR_IED BELOW GROUND. PROPOSED VbOT STD. EW -i RIPRAP OUTLET PROTECTION W/GE FABRIC UNDER�LAYMENT Y" T Nor 64o TW| �����V� | � / y -r - ( -� ro^nm,° morum/ cv/0-1-,m/�"m^m^'�cn -�__ { � � � � � \ | -� --' -�� `���' = il/��m 4" HDPEPIPE TO BE INSTALLED TO ASSIST W L-4 ITHDEWATERING, IF RE'OUIRED IN THE FUTURE. PIPE TO HAVE A SCREW,CAP LOCATED j '1, 4. 1, INSIDE T4RISER. SCREW CAP TO IREMAIN CLOSED DURING NORMAL 4 4 OPERATIONS, INVERTS =6i4\�� 625-54'. ON T� /riti:vwt:/'ruxuonxLLor_ ^cr_^'EL;'WITH ` POND . | '' . \ .�-MA�|NEOR s\ \ \ 2'WIDtFOREBAY TOP OF DAM ELEV. SPILLWAY CREST ELEV.=6?9'INTO 102 DETENTION CELL LEGEND: LEVEL�ll co ERNST CONSERVATION SE�Z 4, q) ,,MAINCELL', 110 13,497 SF REDUIRED REfAINING WALL TO HAVE ,SAFETY RAILS MEETING MINIMUM /COUNTY & r 77 q, tl STATE BUILDING CODES. SAFETY RAILS '/PROVIDE PEDESTRIAN PROTECTION ON THE WESTERN SIDE OF THE FACILITY L 2'WIDE FOREBAY TOP OF DAM ELEV. W/10. WIDE RIPRAP LINED 4 .11 \ INTO WETLANDS CELL liX PROPOSED SWM 7 /I L7Z MAINTENANCE &, MIN4 WIDE FOREBAY SAFETY---. STARTING AT ELEV. 630 634 BWI Z Z PROPOSED .16' GRADED/' EARTHEN �CCESS ROAD 64o T __ ___ I RIPRAP OUTLE-4 TEC�ION 638,T 8 FEE GRADING PROFILE V1"D5' H1"[50 30 GRADE 645 1 EM 79 -PROPOSED 7�VVIDEGRASS LINED EMERGEN[YSPILLWAY CREST GLEV=6363S.SPILLWAY SIDE SLOPES SHALL BE 4:1 ORFLATTER TO PROVIDE ASMOOTH VEHICULAR TRANSITION ALONG THE ACCESS ROAD &D0 PROTECT THE GRASS LINED SPILLWAY. 01150 1rMO o'WIDE OF DA � , RCP BARREL AT (INV IN�675.44'1 TO HAVE A SCREW CAP LOCATED INSIDE THE 1r50 2 DOO 2 7150 3 DDO 3050 4DOO 4[M AMENDED SWIVI BASIN 1A IVA [E\/EL 1!WET POND MAINTENANCE: MAINTENANCE OF THIS WET POND IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND PERFORMANCE OF THE POND. DURING THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED By THE CONTRACTOR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER THEREAFTER: 1 , MEASURE SEDIMENT ACCUMULATION LEVELS |mTHE ronEom/. 2. MONITOR THE GROWTH oFWETLANDS, TREES ANoSHRUBS PLANTED, RECORD THE SPEC] E5AND THEIR APPROXIMATE COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE. a. INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. 4, INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. n, INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODY GROWTH, ETC. 6INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION onOTHER FAILURES. 7 INSPECT CONDITION OF ALL TRASH RACKS OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIIS ACCUMULATION oxOTHER FAILURES. n INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BEOPENED AND OPERATED. e, INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, oRSLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. 10. PLEASE SEE THE TABLE TO THE RIGHT FOR ADDITIONAL MAINTENANCE MEASURES ABOVE AND BEYOND THOSE OUTLINED ABOVE. VVETPONDLEVEL ||'IA'DES|GN&REQUIREMENTS: Approved Treatment Volume, Tv(VARK4) 35,249 cf Approved Treatment Volume Required 1.5lv (VRRK;) 52'874 of Amended Treatment Volume, Tv(VRRM) 45,359 cf Amended Minimum TreatnnentVo|unoeRequired 1.5Tv(VRK 68,039 cf TvRequirement Met Treatment Volume Provided at MVVSE 80,793 cf Treatment Volume Required above MVVSE U cf Minimum Percentage ofTVAllowed a1K8VVSE 50% Percentage ofTvProvided atMW5E 100 % Ponding Depth Corresponding toMinimum TvRequired O.Qft Maximum Ponding Depth allowed for Minimum Tv 4 ft Maximum Percentage ofTvAllowed above M\NSE 5096 Percentage ofTvProvided above KXVV5E O% � Minimum Forebay Volume Required (15% of TV) 10,206 cf Wet EDand Multi Cell Design � ForebayVoiurne Provided 14,375 cf Minimum Upper Wetland Shelf Area (1O%ofPond Area) 2,507sf Upper Wetland Shelf Provided 3\341sf VVetlands> �1U%mfPond Area � 5TORK4VVATERMANAGEMENT FACILITY GRADING (AS SHOWN) Elevatio n Area of Forebay Cell Contours Volume (cf) 624 753 0 626 1,676 EXISTING 628 2,945 6,930 640 3,709 GRADE 630 4,557 640 632 29,873 135,668 634 33,734 199,236 636 36,565 269,516 638 75' 635 635 RAD 630 630 00 CO 0 0 M co r%1_I1zn b co co n ii C6 M inn I -PROPOSED 7�VVIDEGRASS LINED EMERGEN[YSPILLWAY CREST GLEV=6363S.SPILLWAY SIDE SLOPES SHALL BE 4:1 ORFLATTER TO PROVIDE ASMOOTH VEHICULAR TRANSITION ALONG THE ACCESS ROAD &D0 PROTECT THE GRASS LINED SPILLWAY. 01150 1rMO o'WIDE OF DA � , RCP BARREL AT (INV IN�675.44'1 TO HAVE A SCREW CAP LOCATED INSIDE THE 1r50 2 DOO 2 7150 3 DDO 3050 4DOO 4[M AMENDED SWIVI BASIN 1A IVA [E\/EL 1!WET POND MAINTENANCE: MAINTENANCE OF THIS WET POND IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND PERFORMANCE OF THE POND. DURING THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED By THE CONTRACTOR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER THEREAFTER: 1 , MEASURE SEDIMENT ACCUMULATION LEVELS |mTHE ronEom/. 2. MONITOR THE GROWTH oFWETLANDS, TREES ANoSHRUBS PLANTED, RECORD THE SPEC] E5AND THEIR APPROXIMATE COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE. a. INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. 4, INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. n, INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODY GROWTH, ETC. 6INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION onOTHER FAILURES. 7 INSPECT CONDITION OF ALL TRASH RACKS OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIIS ACCUMULATION oxOTHER FAILURES. n INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BEOPENED AND OPERATED. e, INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, oRSLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. 10. PLEASE SEE THE TABLE TO THE RIGHT FOR ADDITIONAL MAINTENANCE MEASURES ABOVE AND BEYOND THOSE OUTLINED ABOVE. VVETPONDLEVEL ||'IA'DES|GN&REQUIREMENTS: Approved Treatment Volume, Tv(VARK4) 35,249 cf Approved Treatment Volume Required 1.5lv (VRRK;) 52'874 of Amended Treatment Volume, Tv(VRRM) 45,359 cf Amended Minimum TreatnnentVo|unoeRequired 1.5Tv(VRK 68,039 cf TvRequirement Met Treatment Volume Provided at MVVSE 80,793 cf Treatment Volume Required above MVVSE U cf Minimum Percentage ofTVAllowed a1K8VVSE 50% Percentage ofTvProvided atMW5E 100 % Ponding Depth Corresponding toMinimum TvRequired O.Qft Maximum Ponding Depth allowed for Minimum Tv 4 ft Maximum Percentage ofTvAllowed above M\NSE 5096 Percentage ofTvProvided above KXVV5E O% � Minimum Forebay Volume Required (15% of TV) 10,206 cf Wet EDand Multi Cell Design � ForebayVoiurne Provided 14,375 cf Minimum Upper Wetland Shelf Area (1O%ofPond Area) 2,507sf Upper Wetland Shelf Provided 3\341sf VVetlands> �1U%mfPond Area � 5TORK4VVATERMANAGEMENT FACILITY GRADING (AS SHOWN) Elevatio n Area of Forebay Cell Contours Volume (cf) 624 753 0 626 1,676 2,368 628 2,945 6,930 629 3,709 10,250 630 4,557 14,375 632 29,873 135,668 634 33,734 199,236 636 36,565 269,516 638 Elevation Area of Wetland Volume 624 6,090 0 626 8,675 14,689 628 11,534 34,830 629 2,583 0 630 3,341 2,954 632 29,873 135,668 634 33,734 199,236 636 36,565 269,516 638 � cum Notes: 1 A mi In. fore bay vol u me depth of 4' with an aq uatic bench 4'wide, 2"deep provid ed. 2Aminimum fomsbevvolume of15%nfthe total Tvhas been provided. 3A10'vvideaquatic bench at22"indepth has been provided. 4Interior grades of3:1above and below the MVVSEhave been provided. 5 The minimum treatment vol ume required has been provided. Elevatio n Area of Main Cell Contours (sf) Volume (cf) 624 6,090 0 626 8,675 14,689 628 11,534 34,830 629 13,058 47,118 630 17,174 62,187 632 29,873 135,668 634 33,734 199,236 636 36,565 269,516 638 Elevation Total Basin Volume 624 6,843 0 626 10,351 17,073 628 14,479 41,788 629 19,350 58,644 630 25,072 80,793 632 29,873 135,668 634 33,734 199,236 636 36,565 269,516 No. 35791 _EVEL I WET POND MAINTENANCE: 01100 0050 AAINTENANCE OF THIS WET POND IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND 'ERFORMANCE OF THE POND. DURING THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED BY THE -ONTRACTOR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER THEREAFTER: I. MEASURE SEDIMENT ACCUMULATION LEVELS IN THE FOREBAY. ?. MONITORTHE GROWTH OF WETLANDS VEGETATION PLANTED. RECORD THE SPECIES AND THEIR APPROXIMATE COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE. 3. INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. 4. INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. 3. INSPECT POND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODY GROWTH, ETC. 3. INSPECT CONDITION OF PRINCIPAL SPILLWAYAND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION OR OTHER FAILURES. 7. INSPECT CONDITION OF ALL TRASH RACKS OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIS ACCUMULATION OR OTHER FAILURES. 3, INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BE OPENED AND OPERATED. 1 INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. 10. PLEASE SEE THE TABLE TO THE RIGHT FOR ADDITIONAL MAINTENANCE MEASURES ABOVE AND BEYOND THOSE O UTLINED ABOVE. Glenbrook at Foothills D.A. "B" WET POND LEVEL I DESIGN & REQUIREMENTS: Treatment Volume, Tv (VRRM) 25,100 cf Minimum Treatment Volume Required 1.OTv (VRRM) 25,100 cf Treatment Volume Provided at MWSE 25,248 cf Minimum Percentage of Tv Provided at MWSE 100% Percentage of Tv Provided at MWSE 101% Minimum Forebay Volume Required (15% of Tv) Forebay Volume Provided STORMWATER MANAGEMENT FACILITY GRADING IAS SHOWN) 1 X00 1 X50 2UUU '/u�DU .SLJUU 0LIZ 0 CHECK 3,765 cf 4,031 cf CHECK • : F'€��i �x:�ad a�ic tars tx���ttgeiit P��> : sr,�r ��iia� �.iire�rtia' Area of Forebay Cell z Elevation Contours s (ft) (sf) Volume (cf) 610 - - 612 - - 613.7 294 0 615.2 832 810 615.7 940 1,253 616 1,005 1,545 618 1,498 4,031 620 - - 622 - I - 1 X00 1 X50 2UUU '/u�DU .SLJUU 0LIZ 0 CHECK 3,765 cf 4,031 cf CHECK • : F'€��i �x:�ad a�ic tars tx���ttgeiit P��> : sr,�r ��iia� �.iire�rtia' Total Facility Area z Elevation Contours s (ft) (sf) Volume (cf) 610 2,567 0 612 4,034 6,546 613.7 5,762 14,829 615.2 8,202 25,248 615.7 10,621 29,941 616 10,958 33,178 618 13,386 57,481 620 16,461 87,275 622 19,390 123,086 1 X00 1 X50 2UUU '/u�DU .SLJUU 0LIZ 0 CHECK 3,765 cf 4,031 cf CHECK • : F'€��i �x:�ad a�ic tars tx���ttgeiit P��> : sr,�r ��iia� �.iire�rtia' Notes: 1 An aquatic bench G Wide, 1.5' deep has been provided. 2 A 4i' minimum forebay depth and a forebay volume of 15% of the total Tv has been provided. 3 An 8'safety bench is provided at 5°%slope. 4 The minimum treatment volume required has been provided. M ops SCOTT . COLLINS'Z No. 35791 � 6 © t Area of Main Cell z Elevation Contours s (ft) (sf) Volume (cf) 610 2,567 0 612 4,034 6,546 6133 5,468 14,592 615.2 7,370 24,185 615.7 9,681 28,435 616 9,953 31,380 618 11,888 53,192 620 - - 622 - - Notes: 1 An aquatic bench G Wide, 1.5' deep has been provided. 2 A 4i' minimum forebay depth and a forebay volume of 15% of the total Tv has been provided. 3 An 8'safety bench is provided at 5°%slope. 4 The minimum treatment volume required has been provided. M ops SCOTT . COLLINS'Z No. 35791 � 6 © t Ul Z 7 W D e �9 z JOB NO. s 1 LE i w z Ci � U � c a w U � c Q C a 'L OLU U (A Ujz UJI X: a z 0 0 ��y S +_ 2 0LLJ C 2a'Z M LUQ Z ad Lu ce C v H �b V! LU W E W z C Cd 8 v ul > C 0 LII � z � c ELI in �c z s c v c c c 00 0 z Uj c`n Ul Z 7 W D e �9 JOB NO. s 1 LE i GENERAL NOTES ZROSION CONTROL NOTES 1. THE OWNER/CLIENT OF THIS PROPERTY'' IS ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE AND STRUCTURAL EROSION ROUTE 240 HOLDINGS, LLC AND SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND P.O. BOX 1467 MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF CHARLOTTESVILLE; VA 22902 THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA 2 THE DEVELOPER OF THIS PROPERTY IS. REGULA77ONS VR 525-02-00 EROSION AND SEDIMENT CONTROL RIVERBEND DEVELOPMENT, INC. REGULATIONS 455 SECOND STREET SE, SUITE 400 ES -2: 7HE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO CHARLOTTESVILLE, VA 22902 7HE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE AT7N: ALAN TAYLOR COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO J. THESE PLANS HAVE BEEN PREPARED BY THE FINAL INSPECTION. COLLINS ENGINEERING, INC ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 200 GARRETT STREET, SUITE K TO OR AS THE FIRST STEP IN CLEARING CHARLOTTESWLLE, VA 22902 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL TELEPHONE.• (434) 293-3719 FACSIMILE: (434) 293-2813 BE MAINTAINED ON THE S17E AT ALL TIMES 4. SOURCE OF TOPO & SURVEY: TOPOGRAPHY PROVIDED BY A COMBINATION OF ES -5: PRIOR TO COMMENCING LAND DISTURBING AC77VI77ES IN AREAS OTHER THAN ROUDABUSH, GALE AND ASSOCIATES AND LOUISA AERIAL SURVEYS INC., JANUARY INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF=Sf7E 20OZ THE BOUNDARY LINE INFORMA770N IS PROVIDED BY ROUDABUSH, GALE, AND BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A ASSOCIATES, INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING MAY 2014. SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND S ZONING: R-6 RESIDENTIAL (05600-00-00-05700) APPROVAL BY THE PLAN APPROVING AUTHORITY. R-2 RESIDENTIAL (056A2-01-00-06200) ES -S: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLAT70N OF ANY ADDITIONAL 6. TAX MAP AND PARCEL NUMBER: EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 05600-00-00-05700 (D.B. 2478, PG 251) SEDIMENTA77ON AS DETERMINED BY THE PLAN APPROVING AUTHORITY' 056A2-01-00-06200 (D.B. 2525, PG. 75) ES-ZALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 056A2-01-00-06100 (POR770N) MEASURES AT ALL 77MES DURING LAND DISTURBING AC77W77ES AND DURING Z USGS DATUM: NAD 83 SIT€' DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B LOCA770NIADDRESS OF PROJECT BETWEEN EAST TERMINUS OF HILL TOP STREET ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN AND WEST TERMINUS PARK RIDGE DRIVE, ADJ. FOOTHILL CROSSING IN CROZET, VA APPROVED WATER FILTERING DEVICE 9. PROJECT AREA: 14.51 AC (05600-00-00-05700 R-6 POR770N) ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES 2.13 ACD56A2-01-00-06200) PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS 16.74 AC. OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. SI7F PHASING: MINIMUM ONE PHASE 11. PUBLIC UTILITIES: CONNECT TO EXIS77NO PUBLIC SEWER AND WATER EROSION CONTROL NOTE] * COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, 1, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO 7NE SAFETY PRECAU77ONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. PRE-C0NS7RUC770N CONFERENCE, ONE WEEK PRIOR TO 7HE COMMENCEMENT OF LAND WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONS7RUC770N STARTED PRIOR TO DISTURBING AC77WTY, AND ONE WEEK PRIOR TO THE FINAL INSPEC770N. PLAN APPROVAL. 2. ALL EROSION AND SEDIMENT CONMOL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND EROSION SEDIMENTCONTROL SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA77ONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS � MEA+t Ea J.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FROST STEP IN CLEARING STRUCTURAL EROSION AND SEDIMENT CONTROL PRAC77CES SHALL BE IN ACCORDANCE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE NTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MAINTAINED ON' THE 517E AT ALL TIMES PRAC77CES USED IN THIS SEC77ON CONSIST OF THE FOLLOWING: 5. PRIOR TO COMMENCING LAND DISTURBING AC77VI77ES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIM17ED TO, OFF-SITE BORROW OR WASIF 3.01 SAFETY FENCE. • AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO A PROTFCTTVE BARRIER INSTALLED 70 PREVENT ACCESS TO AN EROSION CONTROL MEASURE. THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY 774E PUBLIC. 6, 774E CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WM ICH CAN BE CONSIDERED CON7ROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTA7701V AS UNSAFE BY WR7UE OF P07EN77AL ACCESS BY THE PUBLIC DETERMINED BY THE PLAN APPROVING AUTHORITY. Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT C0N7ROL MEASURES AT J.02 CONS7RUC7I0N ENTRANCE: ALL 77MES DURING LAND DISTURBING AC77W77ES AND DURING SITE DEVELOPMENT UN77L A STABILIZED PAVED CON57RUCTFON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF FINAL STABILIZA770M IS ACHIEVED. VEHICULAR INGRESS AND EGRESS ON A CON57RUC770N SITE TO REDUCE 7NE AMOUNT OF 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING MUD 7RANSPOR7ED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF: DEVICE. CONS7RUC770N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 714E 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AMOUNT SEDIMENT 7RANSPOR7ED ONTO PUBLIC ROADWAYS. AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CON7ROL DEVICES SHALL BE 3 05 SILT FENCE MADE IMMEDIATELY. A TEMPORARY SEDIMENT BARRIER CONSIS77NO OF A SYN774E77C FILTER FABRIC STRETCHED 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIG1VA7E'D BORROW AREA. ACROSS AND ATTACHED To SUPPOR77NG POSTS AND EN7RENCHED, TO IN7FRCEPT AND DETAIN 11. ALL WASTF MATERIALS SHALL BE TAKEN TO AN APPROVED WAS7E AREA. EARTH FILL SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CON57RUC77ON OPERA77ONS IN SHALL BE INERT MA7ERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND 07HER ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW TO-MODERATF LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS DEBRIS 12 BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE7701V PER SHALL BE INSTALLED DOWN SLOPE OF AREAS NTH MINIMAL GRADES TO FILTER SEDIMENT ZONING ORDINANCE SE077ON 5LI.28. LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY 13 ALL INERT MATERIALS SHALL BE TRANSPORTED 1N COMPLIANCE WITH SEC77ON 13-301 OF AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE NTH 7HE VIRGINIA EROSION & THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE AC77WTY INVOLVING INDU57RIAL-TYPE POWER EQUIPMENT SHALL SEDIMENT CONTROL HANDBOOK (VESCH). BE LIMI7ED TO THE HOURS OF 7.- 004M TO 9: OOPM. 15 BORROW, FILL OR WASTF AC7IW Y SHALL BE CONDUCTED IN A SAFE MANNER THAN 3.07 STORM DRA}N INLET PRo7EC37ON: DR7FR NL T MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, A SEDIMENT EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE 771 ANY INLET OR CURB INLET: TO PREVENT SEDIMENT FROM ENTFRING STORM DRAINAGE SYSTEMS PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. PRIOR TO PERMANENT STABILIZATON OF 7HE DISTURBED AREA. INLET PROIEC7701V APPLIES 16. 774E DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT WHERE STORM DRAIN INLETS ARE TO BE MADE OPERA77ONAL BEFORE PERMANENT TO PERMANENT' STORMWATER MANAGEMENT FACIL177ES WHERE APPLICABLE ALL EROSION STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF 774E SALE OF ANY LOT, UNIT, BUILDING OR OTHER POR77ON OF 774E PROPERTY. 3.09 TEMPORARY DIVFRSxDN DIKE- 17 7EMPORARY STABILIZATION SHALL BE 7FMPORARY SEEDING AND MULCHING. SEEDING IS TO A 7E'MPORARY RIDGE OF COMPACTED SOIL C01VS7RUC7ED AT THE TOP OR BASE OF A SLOPING BE AT 75 LBSIACRE, AND IN THE MON7HS OF SEP7EMBER TO FEBRUARY TO CONSIST A DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET TO DIVERT CONSIST OF ANNUAL RYE, OR MAY 7HROUGH AUGUST TO CONSIST OF GERMAN MILLET. SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT-7RAPPING FACILITY SUCH S7RAW MULCH IS TO BE APPLIED AT 80LBSIIOOSF. AL7ERNA77VES ARE SUBJECT TO AS A SEDIMENT TRAP OR SEDIMENT BASIN, USE WHEREVER STORMWATER RUNOFF MUST BE APPROVED BY THE COUNTY EROSION C0N7ROL INSPECTOR. TEMPORARILY DIVER7ED TO PR07ECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON S17E DURING CONS7RUC770N. 774ESE S7RUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 18 PERMANENT STABILIZATON SHALL BE LIME AND FER77LIZER, PERMANENT SEEDING, AND MONTHS OR LESS, WHICH CAN 8E PROLONGED NTH PROPER MAINTENANCE. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 911L8S/F00OSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT TEMPORARY SEDIMENT BASIN: 1000LBSIACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL 3.14 A 7E`MPORARY BARRIER OR DAM WI774 A CONTROLLED ST0RMW47ER RELEASE STRUCTURE BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND FORMED BY CONS77?UC71NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS S7RAW MULCH IS TO BE APPLIED TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND TRY" STORAGE AT 80LBS1100SF ALTERNA77VES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW CONTROL INSPECTOR. DISTURBED AREAS WHERE THE TOTAL CON7RIBU77NG DRAINAGE AREA IS EQUAL TO OR 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH GREATER THAN 7HREE ACRES 7HERE MUST BE SUFFICIENT SPACE AND APPROPRIATE RAINFALL. AMYDAMAGE OR CLOGGING TO STRUCTURAL MEASURES 15 TO BE REPAIR TOPOGRAPHY FOR THE CONS7RUC77ON OF A TEMPORARY IMPOUNDMENT IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 5O% OF THE WET STORAGE VOLUME IS FILLED WIN SEDIMENT: ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY OUTLET PRO TEC 770N. TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE 3.18 S77?UCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPA77NG DEVICES PLACED COLLEC77NG SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED AT 774E OUTLETS OF PIPES OR PAVED CHANNEL SEC770NS, TO PREVENT SCOUR AT STORMWA7ER 0U77_ETS, 70 PR07ECT THE OUTLET STRUCTURE, AND TO MINIMIZE 774E P07EN77AL IMMEDIA7ELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CON7ROL MEASURES ARE TO BE REMOVED FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRA7ED WIININ 30 DAYS OF FINAL S17E STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, STORMWATER FLOWS, APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SEC77ONS, 21. 77415 PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN I YEAR OF THE DA7E OF APPROVAL. (WATER PROTECTION ORDINANCE SEC77ON 17-2046) 3.19 RIPRAP: 22. PERMANENT VE-GETA77ON SHALL BE INSTALLED ON ALL DENUDED AREAS WJ774IN NINE (9) A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WI774 MONTHS AFTER! THE DATE 714E LAND DISTURBING ACTIVITY COMMENCED. (WATER FIL7ER FABRIC OR GRANULAR UNDERLINING TO PROTECT THE SOIL FROM 7HE EROSIVE PR07FC770N ORDINANCE SEC77ON 17-207B) FORCES OF WHILE INFIL7RA770N, T DESCRIPTION E�rChT SOILRIPTIO ENHANCING 7HE P07EN77AL FOR AND O STABILIZE SLOPES WITH SEEPAGE PROBLEMS ANDIOR NON -COHESIVE SOILS USE WHEREVER SOIL AND WATER INTERFACE AND 774E SOIL CONDITIONS, WATER TURBULENCE AND VELOCITY, EXPEC7ED WGETA77VE COVER, ETC, 5B - BELVOIRLO�e4JM-2% TO 7� SLOPES. S SOIL IS SOMEWHAT POORLY DRAINED, ARE SUCH THAT THE SOIL MAY ERODE UNDER 774E DESIGN FLOW CONDI770NS. WITH 12 TO 24 INCHES TO THE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM GRANDE AND GNEISS, THIS SOIL HAS CONCAVE 3,31 TEMPORARY SEEDING. DOWN-SLOPE AND CONCAVE ACROSS -SLOPE SHAPE. NO FREQUENCY OF THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING PONDING OR FLOODING, AND MODERATELY L 0 W TO MODERATELY HIGH WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND KSAT SEDIMENTA 7701V BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TD REDUCE DAMAGE FROM SEDIMENT AND 7B - BRADDOCK CLAY LOAM -2% TO 7% SLOPES SOIL IS WELL DRAINED, WITH RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PR07EC7701V TO BARE SOILS MORE THAN 80 INCHES TO THE WATER TABLE MADE FROM ALLUVIUM EXPOSED DURING CONSTYUCT70N UN77L PERMANENT VEGETA77ON OR 07HER EROSION CONTROL AND COLLUWi/IUM DERIVED FROM ACID CRYSTALLINE ROCKS, THIS SOIL HAS MEASURES CAN BE ESTABLISHED, CONVEX DOW -SLOPE AND LINEAR ACROSS -SLOPE SHAPE. NO FREQUENCY OF PONDING OR FLOODING, HIGH WATER CAPACITY, AND 3,32 PERMANENT STABILIZA770N: MODERA TEL Y HIGH TO HIGH KSAT THE ESTABLISHMENT OF PERENNIAL VFGET477VF COVER ON DISTURBED AREAS BY PLAN77NG SEED TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO 8C3 - BRADDOCK CLAY LOAM -7% TO 15% SLOPES SOIL IS WELL DRAINED, WITH PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO MORE THAN 80 INCHES TO THE WATER TABLE. MADE FROM ALLUVIUM S17E CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO AND COLLUVIUM DERIVED FROM ACID CRYSTALLINE RUCKS, THIS SOIL HAS IMPROVE WILDLIFE HABITAT: TO ENHANCE NATURAL BEAUTY UPON COMPLE770N OF CONVEX DOW -SLOPE AND LINEAR ACROSS -SLOPE SHAPE NO CONSTRUCTION AC77WTTES, ALL AREAS WMLL RECEIVE A PERMANENT VEGETA77VE COVER. FREQUENCY OF PONDING OR FLOODING, HIGH WATER CAPACITY; AND MODERATELY HIGH TO NIGH KSAT. 238 TREE PRESERVA77ON AND PROTEC710N PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND 14C - CHESTER LOAM -7% TO 15% SLOPES. SOIL IS WELL DRAINED, WITH MORE DISTURBING AND C0NS7RUC77ON AC77147Y To ENSURE THE SURVIVAL OF DESIRABLE TREES THAN 80 INCHES TO 774E WATER TABLE. MADE FROM RESIDUUM WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED WEATHERED FROM GRANITE AND GNEISS, THIS SOIL HAS CONVEX PROTEC770N, LANDSCAPE BEAU77nCA770N, DUST AND POLLU7701V CON7ROL, NOISE REDUC770N, DOWN-SLOPE AND CONVEX ACROSS -SLOPE SHAPE. NO FREQUENCY OF SHADE AND OTHER ENVIRONMENTAL BENEF77S WHILE 7HE LAND IS BEING CONVER7ED FROM PONDING & OCCASIONAL FREQUENCY OF FLOODING, MODERATE WATER FOREST TO URBAN -TYPE USES. APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND CAPACITY AND MODERATELY HIGH TO HIGH KSAT: DISTURBING AC71WTIES. 36C - HAYESWLLE LOAM -7% TO 15% SLOPES SOIL IS WELL DRAINED, WITH 229 DUST CONTROL: MORE THAN 80 INCHES TO THE WATER TABLE. MADE FROM RESIDUUM REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND WEATHERED FROM GRANITE AND GNEISS, THIS SOIL HAS CONVEX CONS7RUC770N AC77W77ES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DOWN-SLOPE AND CONVEX ACROSS -SLOPE SHAPE NO FREQUENCY OF CES WHICH MAY E SUBSTANCES ENCS OF AIRBORN EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE Y W AND MODERATELY HIGH PONDING OR FLOODING, HIGH WATER CAPACITY, SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE PRESENT HEALTH HAZARDS, TRAFFIC S TO HIGH KSAT DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONS7RUC770N. MEASURES EMPLOYED SHALL BE IN ACCORDANCE NTH THE 3703 - HAYESWLLE CLAY LOAM -7X TO 15% SLOPES SOIL IS WELL DRAINED, VESCH. WMTH MORE THAN 80 INCHES TO THE WATER TABLE MADE FROM SEDIMENT ,BASIN BAFFLE DETAIL RESIDUUM WEATHERED FROM GRANITE AND GNEISS, THIS SOIL HAS CONVEX DOWN-SLOPE AND CONVEX ACROSS -SLOPE SHAPE. NO NO SrALE FREQUENCY OF PONDING OR FLOODING, HIGH WATER CAPACITY, AND sNEers Of 4'xWxj' EXZ19WOR MODERA TEL Y HIGH TO HIGH KSA T I=tyWOon OR EtwrY>~LENr �» _LaEyanary 87B - THURMONT LOAM, 2% TO 7X SLOPES. SOIL IS WELL DRAINED, WM7H MORE i I T THAN 80 IN. DEPTH TO THE WATER TABLE. MADE FROM COLLUVIUM I W ¢ DERIVED FROM GRANITE, GRANODIORITE, AND GRANITE GNEISS, THIS SOIL 11i POSTS MW. SIZE 4' SQUARE HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE THIS SOIL HAS NO 5, Roma SET AT FREQUENCY OF PONDING OR FLOODING AND A MODERA TEL Y HIGH TO HIGH I LEAST a' AV70 7th WOUM KSAT MIN MODERATE WATER CAPACITY CONTROL MEASURES: EROSION AND SEDIMENT CONTROL MEASURES: IT IS ANTICIPATED THAT A CON57RUC770N ENTRANCE, 7EMPORARY DIVERSION BERMS, RIGHT OF WAY DIVERSION, SEDIMENT BASINS, OUTLET PROTECTION, INLET PROTECTION, AND SILT FENCE WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC77W77ES. TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING, STOCKPILE LOCA77ONS SHALL BE ON SITE AND SHALL BE STABILIZED WI771 A TEMPORARY VEGETA77VE COVER PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONS7RUC770N AC77VI77ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE SELEC77ON OF SEED MIX7URE WILL DEPEND ON THE TIME OF YEAR APPLIED, TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS 77-IESE AREAS SHALL BE SEEDED WM7H FAST GERMINA77NG VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS, SELEC77ON OF SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR APPLIED. 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND ALL PROPOSED SEDIMENT BASINS. 3.02 CONS7RUC77ON ENTRANCE - ONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT PARK RIDGE DRIVE. THIS WILL BE THE ONLY POINT OF INGRESS AND EGRESS TO THE SITE. CARE WILL BE TAKEN TO PROTECT ADJACENT ROADWAYS FROM TRANSFER OF SEDIMENT. 3.05 SILT FENCE- SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF DISTURBANCE WHERE NOTED ON THE PLANS 3.07 STORM DRAIN INLET PRO7FC770N- IP WILL BE INSTALLED ON EACH PROPOSED INLET AS SHOWN ON THE PLANS 3,09 TEMPORARY DIVERSION DIKE- DIVERSION DIKES WILL BE USED AROUND THE PERIMETER OF SITE DISTURBANCE WHERE SHOWN ON THE PLANS TO DIRECT RUNOFF TO ON-SITE SEDIMENT CONTROL FACIL177ES J. 14 TEMPORARY SEDIMENT BASIN- TEMPORARY SEDIMENT BASINS WILL BE INSTALLED WHERE SHOWN ON THE PLANS J. 18 OUTLET PRO7EC77ON- TO BE PROVIDED AT THE OUTFALL OF DRAINAGE PIPES WHERE SHOWN ON PLANS. 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OUTLET PR07EC77ON WHERE SHOWN ON INE PLANS 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS 3.32 PERMANENT SEEDING- PERMANENTLY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS 3.38 TREE PRESERVA77ON AND PROTECTION- TREE PRESERVATION FENCING SHALL BE INSTALLED WHERE SHOWN ON 774E PLANS. NO TREES SHALL BE HARMED OUTSIDE OF THE LIMITS OF TREE PROTE'C77ON FENCING 3.39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT THE SITE WHERE SHOWN ON THE PLANS STORMWA7ER MANAGEMENT STORMWATER RUNOFF QUANTITY WMLL BE TREATED WITH TWO LEVEL f( WET PONDS. SEE STORMWATER MANAGEMENT PLAN SHEETS. MAINTENANCE,• IN GENERAL, DURING CONSTRUCTION THE RLD OR CONTRACTOR ON-SITF WILL CHECK ALL EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC ATTEN770N WILL BE GIVEN TO THE FOLLOWING ITEMS a. SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. b. ALL INLET PROTEC77ON AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE, IF 7HE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. d. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. 1N CASE OF EMERGENCY, THE PRIMARY CONTACT FOR THE PROJECT WILL BE THE RLD OR CONTTS'ACTOR ON-SITE. THE CON7RACTOR WILL BE DETERMINED AT THE TIME THE CONTRACT IS AWARDED. IN ADD1770M THE OWNER MAY BE CONTACTED, MIT. ALAN TAYLOR. UPON COMPLE77ON OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR S17E MAINTENANCE. TABLE 3.31.8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUIET( REFERENCE FOR ALL REGIONS" TABLE 339 -fit Rate Plantin__� _,,M ,_-.YIDates ' Reeies lbs. acre Sept. 1 - Feb. 15 50150 Mire of Annual Ryegrass (Lollum Multi-florurn) Dilution Type of Rate ll�dttesfx+c: 1Yatert �� ,a ip slAare & 50-100 Cereal (Winter) Rye (Secale cereate) Feb. 16 - Apr. 30 Annual Ryegrass 60-100 £LQLDWm�-fWorum) May 1 - Aug 31 German Millet NO Ci�f ) Resin in Water 4;1 Fine. Spray 300 va. r f :qtr° inti - Cuts'%itu'da�t�a f THE PURPOSE OF THIS LAND -DISTURBING AC77WTY IS TO CREATE THE ROADWAY AND LOTS FOR THE F007HILL CROSSING 11, AND GLENBROOK SUBDIVISION, AND A POR77ON OF 7HE CONNECTOR ROAD. 7HE TOTAL ACREAGE TO BE DISTURBED WITH THIS PLAN IS 44.50 ACRES. EXISTING S17E CONDI TIONS: THE EXIS77NG SITE IS A VACANT HILLY PARCEL. TWO EXIS77NG S7REAMS RUN NORTH AND SOUTH OF THE SITE 7HE SITE IS GENERALLY WELL DRAINED WITH ONE SMALL AREA OF MANAGED STEEP SLOPES EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO 774E EXIS77NG SITE SLOPE AND PROTECT THE PERIMETER S7REAMS AND ADJACENT PROPER77ES ADJACENT AREAS: 7NE S17E IS POSI77ONED BETWEEN ROUTES 240 AND 250 AND IS NORTHWEST OF AND ALONG THE MASTER PLANNED CROZET CONNECTOR ROAD CORRIDOR IT IS BORDERED BY ROUTE" 240 TO 774E NOR77-1, HILL TOP S7REET AND RESIDENCES TO THE WEST, VACANT LAND & WESTLAKE HILLS TO THE SOUTH, AND FOOTHILL CROSSING TO THE EAST: OFFSITE LAND DISTURBANCE. - NONE CRI MAL AREAS: NO PRESERVED STEEP SLOPES TO BE IMPACTED. ONE AREA OF MANAGED STEEP SLOPES TO BE IMPACTED. STREAMS AND BUFFERS TO BE PROTECTED. ams, SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE 1 SHEET, AND DESCRIP77ONS ON THIS SHEET; SEQUENCE OFCONSTRUC7TON: 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE-CONS7RUC770N MEE77NG AS REQUIRED. 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUC770N PROCESS WITHOUT THE APPROVAL FROM 7HE INSPECTOR ON THE PROJECT. J. CONTRACTOR SHALL IDEN77FY THE LIMITS OF DISTURBANCE AND THE SWM FOREST AND OPEN SPACE AND INSTALL TREE PR07EC77ON TAPE ALONG THE BOUNDARY OF THIS EASEMENT THE CON7RACTOR SHALL INSTALL TREE PR07EC77ON FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE DISTURBANCE SHALL TAKE PLACE CONTRACTOR SHALL ENSURE THAT TREES TO BE SAVED ARE FLAGGED ALONG THE LIMITS OF CLEARING. M177GA77ON PLANTINGS SHALL BE INSTALLED WITHOUT ANY CLEARING OF EXIS77NG TREES, 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE WITH WASH RACK AS SHOWN ON 7HE PLANS CONS7RUC770N ENTRANCE TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPOR7ED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT 774E END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. INSTALL THE WASH RACK UPHILL FROM PROPOSED SEDIMENT BASIN #2. ACSA WILL DETERMINE 77-1E APPROPRIATE METHOD OF SUPPLYING THE WASH RACK. PARKING AND CONSTRUCTION ENTRANCE AREAS SHALL BE CLEARED OF ALL VEGET477ON, ROOTS, OR 07HER OBJECTIONABLE MATERIALS BEFORE CONS7RUCTTON ROAD STABILIZA7701V IS INSTALLED. 5. INSTALL 774E IN177AL CONS7RUC77ON MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN SHEETS THIS INCLUDES SEDIMENT BASINS, SILT FENCE, AND DIVERSION BERMS SHALL ALSO BE INSTALLED AT THIS 77ME. STABILIZA7701V MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, BERMS, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONS7RUCTSD AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. S INSTALL ANY REMAINING EROSION CON7ROL ITEMS AS SHOWN ON THE PHASE I EROSION CON7ROL PLAN. 7. ONCE ALL THE EROSION CONTROL 17EMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE I EROSION CONTROL PLAN AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CON7RACTOR CAN BEGIN GRADING OPERA 770NS 8. ROUGH GRADE THE SITE TO THE CONTOURS SHOWN ON THE EROSION CONTROL PLAN, 9. PERMANENT OR TEMPORARY SOIL STABILIZATON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE SITE TEMPORARY SOIL STABILIZA7ION SHALL BE APPLIED WMTHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZA7ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 10. INSTALL THE CONS77?UC770N MEASURES AS SHOWN ON 7HE PHASE 11 EROSION CONTROL PLAN SHEETS MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP Wi9TH ANY LAND DIS7URBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 11. INSTALL THE U77LI77ES, CURB AND GUTTER, AND SUBDIVISION ROADS INLET PROTECTION SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED, IF THE STONE FILTER BECOMES CLOGGED W1774 SEDIMENT SO THAT IT NO LONGER ADEQUA TEL Y PERFORMS ITS FUNCTION, 774E STONE MUST BE PULLED AWAY AND CLEANED ANDIOR REPLACED. INSTALL ANY REMAINING EROSION CON7ROL ITEMS AS SHOWN ON 774E PHASE 11 EROSION CON7ROL PLAN. 12_ ONCE PHASE II OF CONSTRUCTION IS COMPLE7E, THE SITE IS STABILIZED AND 771E INSPECTOR HAS GIVEN APPROVAL, 77-1E CONTRACTOR CAN BEGIN PHASE 111. 13 INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE PHASE III EROSION CONTROL PLAN SHEETS 14. NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION. 15. MAINTAIN ALL EROSION CON7ROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH 7HE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL S17E STABILIZA770N OR AFTER THE 7FMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS 07HERMSE AUTHORIZED BY THE LOCAL PROGRAM ADMINIS7RATOR. TRAPPED SEDIMENT AND THE DIS7JRBED SOIL AREAS RESUL77NG FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. SAFETY TY i' E.t CE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE 'FLEW PLASTIC FENCE METAL FENCE ce: Adapted fram C'onwed Plashes anti Flatle 3.01-1 1. SET POSTS AND EXCAVAIF A 4"X4' TRENCH UPSLOPE ALONG THE LINE OF POSTS FLOW 2. STAPLE W RE FENCING TO THE POSTS. TO S AKES EXTEND 1T tNfWIN .STAKE STEEL POST. = 5 MIN. ExeaYaTF�p SOILSCO PAC 0 AND 4"x4" TRENCH J SIL T FENCE SF j' -WITHOUT WIRE SUPP EJTo5- No SCV&E wZ�I�CREZE BLOCK WRE GRAVEL* F70ER OR P COARSE 6 BLOCK & GRAVEL':�-�t;� SED MEN I FIL ZEE "��iit�*YNO SCALE TOTAL LOS MEIML Sty Qj OR LESS] FM KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP 20 LBS. SEASONAL NURSE CROP 150 LBS FEBRUARY 16 THROUGH APRIL ANNUAL RYE MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16 THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15 WINTER RYE NOTES: 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3,32. 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN ACCORDANCE Wf VESCH STD 3.35. PS PERMANENT SEEDING SCHEDULE NO SCALE (STD. & SPEC. 3,32 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) Fklaline Raffle Ceu_ In TABLE 339 -fit ADHESIVES USED FOR .DUST CONTROL Water Application Dilution Type of Rate ll�dttesfx+c: 1Yatert �� ,a ip slAare Anionic Asphalt Emulsion 7:1 *otim Spray 1,200 ]:Atex Emulsion 12,5:1 Fine Spray 235 Resin in Water 4;1 Fine. Spray 300 cryWie Emulsion Y ([fan -Traffic) 7.1 C' se *ay 450 �t Acrylic Emulsion rr • (Traffic) 35:I Cowse Spray 350 source: 'ora. DS'WC SAFETY TY i' E.t CE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE 'FLEW PLASTIC FENCE METAL FENCE ce: Adapted fram C'onwed Plashes anti Flatle 3.01-1 1. SET POSTS AND EXCAVAIF A 4"X4' TRENCH UPSLOPE ALONG THE LINE OF POSTS FLOW 2. STAPLE W RE FENCING TO THE POSTS. TO S AKES EXTEND 1T tNfWIN .STAKE STEEL POST. = 5 MIN. ExeaYaTF�p SOILSCO PAC 0 AND 4"x4" TRENCH J SIL T FENCE SF j' -WITHOUT WIRE SUPP EJTo5- No SCV&E wZ�I�CREZE BLOCK WRE GRAVEL* F70ER OR P COARSE 6 BLOCK & GRAVEL':�-�t;� SED MEN I FIL ZEE "��iit�*YNO SCALE TOTAL LOS MEIML Sty Qj OR LESS] FM KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP 20 LBS. SEASONAL NURSE CROP 150 LBS FEBRUARY 16 THROUGH APRIL ANNUAL RYE MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET AUGUST 16 THROUGH OCTOBER ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15 WINTER RYE NOTES: 1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3,32. 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION OF SEED APPLICATION, IN ACCORDANCE Wf VESCH STD 3.35. PS PERMANENT SEEDING SCHEDULE NO SCALE (STD. & SPEC. 3,32 OF VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, 3RD ED.) Fklaline Raffle Ceu_ In Rolling Saws: custo:ndasigneci and engineered. Thoracal sealed Ar sewn,!Mquirgd. Floating orsuspended, N.fi.F_appravedfabric. &S, hardware. Designed to adjust to changing fluid levels An optional spine can increase fro aboard, and a cable can be inn thfou gh the gra a stets. FlaFation is prouid*d by r<tosett tail tags whish aro s�alsd Into tris floating tMamtors . Eames are truiitin seegans otvanot slengttlsand are jc,6ad by na:n-cotrmve hardware. The modular oesign.pemtite the Barns to he 5h(pped to the job site llnished. All Ehat,is required is fastening togetner antl floating intapnsition_ ffa section is damageditcan -be easily replaced. J. ATTACH 774E FILTER FABRIC TO THE WIRE FENCE AND EX7END IT INTO 774E 7RENCH. SILT FENCE SF (WITH WIRE SUPPORT) 6. 05 - No SCi&E 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SCOTT R. COLLINSZ Who. 35791 ,� ,w i o NAL � OA�w) 7 `a Y Rolling Saws: custo:ndasigneci and engineered. Thoracal sealed Ar sewn,!Mquirgd. Floating orsuspended, N.fi.F_appravedfabric. &S, hardware. Designed to adjust to changing fluid levels An optional spine can increase fro aboard, and a cable can be inn thfou gh the gra a stets. FlaFation is prouid*d by r<tosett tail tags whish aro s�alsd Into tris floating tMamtors . Eames are truiitin seegans otvanot slengttlsand are jc,6ad by na:n-cotrmve hardware. The modular oesign.pemtite the Barns to he 5h(pped to the job site llnished. All Ehat,is required is fastening togetner antl floating intapnsition_ ffa section is damageditcan -be easily replaced. J. ATTACH 774E FILTER FABRIC TO THE WIRE FENCE AND EX7END IT INTO 774E 7RENCH. SILT FENCE SF (WITH WIRE SUPPORT) 6. 05 - No SCi&E 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SCOTT R. COLLINSZ Who. 35791 ,� ,w i o NAL � OA�w) 7 Ul 01, 1,110991 M �" �t s rr • • Ul 01, 1,110991 M 01, 1,110991 M L --j LEGEND LEGEND H X ------ Z- NCE SILT FENCE PER VESCH 3.05 - ---- LIMITS OF LAND DISTURBA ------- DIVERSION DIKE SUPER SILT FENCE PER VESCH 3.05 kb POSED SILT - BOUNDARY LINE nSF M 1E R RM I a ns -------- - - - FENCE (TYP. T FENCE DIVERSION DIKE PER VESCH 3 09 . ..... COLLINS,- SIL TREE PR OTEC77ON SEDIMENT TRAP PER VESCH 3.16 U No� 35791 --t1w 1, LitV i DIRECTTON OF FLOW CONSTRUCTION ENTRANCE PER VESCH 3.02 - ----- ------ .1 NNW. K*XA" DRAINAGE DIVIDE '0 Li VESCH 3.35 OXAL Tc=16.5 min r 653.75-- PROPOSED CONTOUR A TREE PROTECTION & PRESERVATION PER IOXAL '01 Ll OUTLET PROTECTION PER VESCH 3. 18 �j LLJ Tc --3.3 min. (755! OF CHANNEL FLOW AT 6%) x CULVERT INLET PROTECTION PER VESCH Tc --1 3.2 min. (100' OF OVERLAND FLOW AT 2%)---- INLET PROTECTION SOILS LINE 108 Uf % ROCK CHECK DAMS PER VESCH 3.20 0 � L ""T P 0 SOIL STABILIZ477ON MAMNG VESCH 3.36 �0 77 14, -- -- --------- �0 7i/ T1 PHASE I af 1/is', SIN 3 0 SED BA 0 6.28 ac.' - --------- < WPO Uf-rt . :M k I T r.)., I U- 10.2 min. /7 Cw 0. 4 5 A :L 0 0 V) 55'OF HANNEL FLOW AT 6%) AT 2%�- c=13.2 min. (100' F OVERLAND FLOW ------Tc=3 min. (7 CO Tc=1 w . ..... 8i\13 Z j CL Uj Ly L9 ------- ------ z LIJ 4 OP �R 'Ef U) - ------ --- - z 2: NOT TO BIE USED FO 0 0 Z U . .... .. 44 ru C x �: C CONSTRU 1qN TRA F1 17.1 U U*) /-Z Uj < < ----- - - ------------ % X z 0 x LLI P-4 CO f Ln > U) ul < > z LU DIVERSION BERM (TYP�1- z 8 LU ROPOSED18" DIVERSION BERM Uj JL11 ----- --- RE ..... .... .. A (7 U ow "---tXIS ING TREELINE (TYP.) A- U) .............. . ... j- - ED I " / 11 % 1, 1 L ROPOS DIVERSION BERM--- .4 ----- -- "REE 5�E ,-�CONTRACTOR SHALL ENSURE ... ;C NSU PROPOSEDI —POSITIVE SLOPE MAINTAINED, 11QV �-POSITIVE DRAINAGE ALONG z A", PROTECTIO 18!'BERM PROVIDED, BERM FENCE (TYP.), UJI SHALL BE STABILIZED AS A C) > (J FIRST STEP I DISTURBANC �, I I - 1 0 N- \ UD LU ......... . -PROPOSED DIVERSION BERM PROPOSED �24u CONTRACTOR SHALL ENSURE –J SaraTO(F� 2�12A,3' RCPRISER 0, SLOPE MAINTAINED, �i/v VDOT STD, EC -1 CLASS Al D SAFETY FENCE / ' "' �F Uj -f� -1 to (5 SAFETY FEN /,-,RIM=650.00 . . ...... 18- BERM PROVIDED, BER USED VDOT STD. EW OR ----PROPOSED E, �PHAS�,/l U) INSTALL SIGNS"WARNI SHALL BE STABILIZED AS A \N NS I ALL SIGNS "WARNIN IPRAP OUTLET PROTECT 'ION > PROPOSE SILT, EEP T1 Uj b JCE QUICKSAND, KEEP OU PROPOSED 18" RCP BARREL t FFIRST STEP IN DISTURBA D' -1=54'; S=0.50% AFTER THE INSTALLATION OF QUICK SAND, KEEP W/GEOFABRIC UNDERLAYMENT\ FENCE (TYP.) L WI=8'-, W2=18', D=1.4' =24.2 min. T INV IN= 65&60 SEDIMENT BASIN 1 -1-7 39 at P fop) "-653.33 Ic \j Gw=0 Tc=6.8 min. (838'OF CHANNEL FLOW AT 3%) INV OUV -17.4 min. (I 00'OF OVERLAND FLOW AT I% o 0 f 4-5 ... . . ...... IN8 N 7D -2 min, STONE OUtFALL IN I --- - -------- 6' EXISTING TREEL B3 —'BASIN 6Wx5!Lx2'D (TYP 7B -4, A BASIN 6WxFLx2'D (TYP.) S=1.00% P IIIBARREL STONE OUTFALL INTO,,V- 8C3 (I yv- ROPOSED 24" RC Ln i,,L= 144 A INV IN= 625.44 D 7 INV OUT=624.0? STOCKPILE % NEW 5 -5 > 35.33 / y \, E�XISTING MANAGE CE 3 �Q- SBA SURROUNDFL) BY PROPOSED 48H R P IIRS C' I' "1\ Ek ILT FENCE f UB2 L9 ,i]MITS OF DISTURBAh 15 LAkTHEN EMERGENCY A CY) =30.05 A EV. 27-,w.4r STEEP SLOPE T NG SEDIMENT BASIN I — --- -------- SPILLWAY AT EL 636.3�3 EXIS I '/ / I z� ,, - > 0 A EXISTING SEDIMENT BASIN 2 \SPILLWAY AT ELEV. 657.0 "THE GLEN --------------- N BROOK DRAINAGE AREAS. CY) 1, VEARTHEN E nS ADEQUATE AS APPROVED FOR PROPOSEE ',IS ADEQUATE AS APPROVED FOR PROP / f STONE OUTFALL it ASIN SHALL BE REPAIRED AS '�6 U T ------ - ... . ... T"P.) PHASE III GLENBROOK DRAINAGE AREA BASIN 6Wx5'Lx2'D �N (y) ED BLANKET ;-MODIFICATION TO CLEANOUT AND DEW) x ROPOSED MATTING ORIFICE ECESSARY TO ENSURE NO I lrl!�- / ROOOS SEDIMENTATION OF ADJACENT B M PROPOSED SAFETY FENCE P AND TUBING. BASIN SHALL BE I D INSTALL SIGNS"WARNIN /WATERW)�Y -STAGING AREA,- Uj t RWAY F ADJACENT WATE EC NSURE NO SEDIME AS N ESSARY TO E QUICKSAND, KEE P Our .. .... .9 f 0 4 -77 Lij U) 1ING AREA ls�35' E!M ERGENCY A A* EARTHEN 6 'SPILLWAY. AT ELEV, 65Q.25 v \N T� 0 ---------- - 13 .. . .. ..... r "PSTr=R SED 51 < so" L.Lj FENCE(TYP. RO X CONCR J- 3�C WASHOUT U FA NTO ARE& 0 T ROPOSED 30" P BARREL J S E-1 -AY Emu= �L=76% S=0.75%, INV IN=643.07, INV OUT=642.50, BASIN 6' v� D P . .. ..... EXISTING TREIELINE�\, z N % 7� APF 0" SOILS " \ \ 'A (TYP < -A PHA, x EXISTING LINE,(TYP.) Jam PROPOSED VD T STb. EC -1 \C SS S.E.D.- BASIN 2 b 811 0 HF n ..... .... ...... C LONG E) 'X (I$ G)3AM Aih > RM`,-� I Lu IVERSION BERM<, RIPRAP OUTLET PRO EG % PROPOSED DIVERSION ac. W/GEOFABRIC UNDERLAYMEN I bERM,-1"J` 6 -TIN CONTRACTOR SHALL ENSURE�" :,", �,7 f (L=40'; W=6'; D=2% S=1.25%) -L - ------ POSITIVE SLOPE MAINTAINED, 0 Z U Cw=O,,,'.45 S -SHAL min. 4 ,,..,.,\SEE HEE 1 11 FOR BERM PROVIDED, BERM Uj CL �j OOTHILL CROSSING I\i J A IRST STEP IN DISTURBANCE SSING 11-4\- K BE COMP �ELY PROPOSE' LET Z THE UE PROPOSED -S-1-1 -T--- 0 F Tc '24.2 ct , IfX), vi, OUTFALL DESIGN L BE STABILIZED AS A FOOTHILL CRO L9 6 1v &ANIJI41E I LI EN ryp.) Sao= IM=6_49.00 if I BOUNDARY LINE NC�A 61HALL WIDE F EXISTING DEPRE SIONL- A 4- SURROUNDED BY A 2'DEEP, 2 ARTH .. ..... . .. BERM WITH A HEAVY MIL POLYETHYLENE LINING. - ---------- Al X1, V THE EVENT OF A SPILL. CONTRACTOR SHALL % ENSURE BERM VOLUME IS 10% LARGER THAN THE�- R OSED SILT THE INSTALLATION OF SEDIMF. -------- - --- I FENCE (ryp.) U MAXIMUM VOLU�E OF STORqD FUEL. (L J LLJ F p LIJ r ri 4 x X 19 N TO BE FILLED Al THE PROPOSED BERM SHALL CONTAIN FUEL IN u) 0 J- < 7B > C Z If _BASIN Z Yl D v j 'zx Cf % W i, C( A y H ASE 111� ®/`�,�, J z LLJ T j - ----- - j! v 06 W, /x/ C SEDIMEN F k 0 7x, -PA GM cs I x, \vk/ IT TF P #2, "N' A, ---------- 2S;� e .... ...... W44 - 0 �4ro IV* 'v ry x� 'j 1 IX i VI > E p\ f X ED CONSTRUCTIO. V)POSED PAV D 0 LIM C f Aw X ........ Lij ry P-4 w4t A <J:� ITS OF" DISTUIRBAN 'E �,.ENTRANCE (12'M'MIN.) X % Kl' =4k.07 ac wl X� Yl/ j SED SILT r - I I I - /' Q� C, 5 C 0 D -X-/ 7, ...... 3 x, 0 0 37'' N YT " /` -I'. '% FENCE (TYP.) 7, x// ,` x Y -T V, 1>0< >1 U. xy )�(X,x x, /X\ y 4 37C� Q GRAPHIC SCALE Xi x x — --- - ----- Uj `4 xv 0, 32D LU #B x x ��<, - Uj 0 x Y <v< JOB NO. Kx "x Kc /< \>1 'X \ - ��< �,yl I/ 1�� 11 , " x, A Y X� A 11 41k 0 x X�x X, X x" 4- /* T PJ.EE _10 yp.) G A. IN FEE z xf >\ T) 10 00 v SCALE x 1 inch 80 ft. V, —A Z x if 801 v X�4407 SHEErNO. 675 4W 7 V.. f T '-,,&--Z 9 �X eo V c t c c c s i Z s f ., EXI G 100' LEGEND LEGEND StIN --------- jr,STREAM t5ur t OF LAND DISTURBANCE VESCH 3.05 0 LIMITS SILT FENCE PER StD VDOT STD. EW -1 DIVERSION DIKE SUPER SILT FENCE PER VESCH 3.05 ....... ------------------ ...EXISTING E -1 CLASS All ... ... PROPOSED SAFETY FENC R VDOT STD. EC "WARNING 4M im BOUNDARY LINE STREAM7 1016m% HNSTALL SIGNS %P OUTLET PROTECTION ...... DIVERSION DIKE PER VESCH 3.09 5SCOTT R. COLLINS'7' SILT FENCE 'PROPOSED SILT & QUICK SAND, KEEP OUT", A MENT\",, W/GEOFABRIC UNDERLAY TREE PR �FENqE (TYP.), OTECTION lz' t 0�0 SEDIMENT TRAP PER VESCH 3. 16 No. 35791 �x If-,- �Z. �_ .1 1, 4 L=10'; Wl=8'; W2=18% D=1.4' Illy, DIRECTION OF FLOW A �I.. -A — PROPOSED CONTOUR CONSTRUCTION ENTRANCE PER VESCH 3.02 65175 A\ fj DRAINAGE DIWDE TREE PROTECTION & PRESERVAT70N PER ORAL S ly- .�\ LLJ 'I OUTFALL INT Ld VAV"w VESCH 3.38 INLET PROTECTION OUTLET PROTECTION PER VESCH 3.18 6'Wx5'Lx2'D (TYF. 0 ...... RCP Ill BARREL PROPOSE SOILS LINE 3.08 L=144'; S=11.00% "I nCl p CULVERT INLET PR07FCTION PER VESCH ROCK CHECK DAMS PER VESCH 3.20 INV IN= 625.44 _j 0 INV OUT= .09 624 SOIL STABILrZATION MATTING VESCH 3.36 U) -u PROPOSE 0 STOCK X/" ..... ..... SURROUNDED BY PROPOSED 4 RC ')ER--- NOTES: SILT FENCE �ARJD I N6 MADE\ OPERATIONAL UNTIL UPLAND AREAS ARE STABILIDED. USB2 RIM=635.33 c: v uj 0 R T ANDOPEN SIPACE EASEMENT DISTURBED DURING (n 0 EA RTHEN I=MrRG L: A, 75' �A ENCY"', fA 6R, "'PER"- rl RU, FO, ED DE;,11 BMP,SPECIFICATION NO. 4, SOIL COMPOST N P�D�A� AT EL, 636.33 . ... ........ AMENDMENT. ie )EQUATE AS APPROVED FOR PROPOSE I EXISTING SEDIMENT BASIN 2 HE GLENBROOK DRAINAGE AREAS. PS ...... ca 4 SHALL BE REPAIRED AS S ADEQUATE AS APPROVED FOR PROPOSED Z PHASE Ill GLENBROOK DRAINAGE AREA WITH Z LU �SSARY TO ENSURE NO Z LLJ AENTAT 7LMODIFICATION TO CLEANOUT AND DIEWATERING uj kGING A z ION OF ADJACENT \�7 ORIFICE AND TUBING. BASIN SHALL BE REPAIRED 0 in ..... ...... AS NECESSARY TO ENSURE NO SEDIMENTATION Zu 0 /OF ADJACENT WATE LW Y, 0 Z pp /E,�OYEXI P4G STI ME U PHASE...Ill -LINU AtIF-A 0 SAC ui 0 CUL-DE- AW M 4 - ----- BE INSTALLED ONCE �c: z -y -----PROPOSED POND WALL 0 0 m: U3 ce INSTALLED AND PROPOSEU--,., Fn aJ ul uj uj > uj OUT, X N'l 0 G RADES TIE C -W=0.5 �,AK P'I,' (TYP. z W 51WX51 ce kI uj _T --min 8 _c=10 8 .01 u ....... ...... j\\.. -PROPOSED SI m: - Lu 0 NCE (TYP.) % �7' _0 if kss I' PROPOSED DIVERSIOI VIDLOT11 EDD) -CONTRACTOR SHALL PROTECTION uj NDERLAYMENT POSITIVE SLOPE MAIN U) _0 > BERM PROVIDED, B --IfF; D=25 -0 8 Lu -SHALL BE STABILIZED III T 0,Nk sHALLbE OMPLETI \-y ------- PROPOSED SILT l' , `\N, �:_ "A" ...... . RST STEP IN DISTU ITVP I SURROUNDED BY A Z DEEP 2'WIDE EARTHEN\ 0 BERM WITH A HEAVY MIL POLYETHYLENE LINING. % EXISTING 160' THE PROPOSED BERM SHALL CONTAIN FUEL IN z 0 all THE EVENT OF A SPILL. CONTRACTOR SHALL Z51 REA ENSURE BERM VOLUME IS 10% LARGER THAN TH ,�M BUFFER r�, co __0 )SED SILT Lu ro Ln MAXIMUM VOLUME OF STORED �-UhL.jl t if -, FENCE (TYP.) j A� .............. 7- .... .. ... ... . T A DO—," 1p A > Vj FOOTHILL CROSSINE ..... . . ..... tVhLUPMENT .......... 11 & Ill SHOWNY 0 > 0 >1 Y) cl) -4/ cl� Z, . ...... 0 DC 0- (y) Ni Lu Z/' 'N' - 170 Lj A, 'w_ Lij X 1, �'l U) -ROPOSED PAVED CONSTR 'N, /�z LIM -'-XNC 1 1% i "I'll V, \I. /_ I 4 TI < ITS DIST 'A ENTRANCE (1711N.) =45.67 ac. uj 0- 0> -PROPOSED SIL I FENCE (TYP.) Lli 0 SE 1MENT X;K. A If > D > 'Y' <x -/P,/PR/,, OVED/EX i-7 7p P HASE I I/I (D uj C. C'8F -NbTE: LIMITS OF M FORIEST'�ND Ok:N`SPAUE t x PR E0 <X N AREA HALL BE� FLAGG ED,WITH TREE� ..... ..... . ry 0 Lu CL F I c= PROTECTIO PROTECTION TAPE A OTECTFt[ �TIMES. D_ x E�x DI 1 101 HE �T F R FULL LIMITS OF SWM ISTING Cq� Iz FOREST ANO OPEN JPA uj 1 r% > Lli Lli Li OTHILLS PH klStl NO FU Ast Iviv ul Ld z /SEDIMENT BASIN (#3) IS ADEQUATE PROPOSED PHASE Ill GLENBRC v J 06 )OK _77 DRAINAGE AREA WITH MODIFICATIONS' TO ui HE CLEAN - I I I I , I I " , " , - 0 z 0 IFICE -BASIN SHALL BE REPAIRED AS __j _J OUT AND DIEWATERING OR >\ cn -NECESSARY TO ENSURE NO L SEDIMENTATION OF ADJACENT WAY Lli ry %�4AT E R vj Llj (D 0 0 CN 6 74y > 9 U. 9 400 _u_ E > A VA� LLj uj 0 BID 320 JOB NO. V3 - ----- - (PLATTE -1 L i, JN - -FEtT 112066 t SCALE 0 /t if [1801 Ilk, CL SHEET NO. 1 CIA + L *A -4ql A m mij ti►.iB1 tk 4t* 10 f It /* PROPSED BAFFE -.k 4 +* 3Q" RCP ill BARREL L=76!�S=0.75% PROPOS�D 60" RG � STANDPIPE TO INV IN. 643.07INV OUT 642.50 SE� -RVE AS RISER STRUCTURE. RISER RIM� ELEV. 64 DEWATERING ORIFI9610 646.50 CLEANOUT,645.30 OT STD. EW -1 & EC -1 CL. Ai"R IPRAP W/ * % YND ERLAY, ENT D=2 oto/ALr-: 4X20 Awar4o,*� T H op SCOTT R. COLLINSZ' No. 35791 0�\ ,;;��151-10XAL LLI ;;:� Lu CY) zcy) c1r) uj Cie) z o W 53)) N WN > < o z BEEN 0 cr- SEDIMENT BASIN 3 CL Lu U) 0. uj PROPOSED24 "'CMPf�1SER AT ELEV. 656.0 a) ul 76\\ ORIFICE 654.6 CLEANOUT 653.6 Lu W oes 131 PROPOSED GRASS 0 EMERGENCY SPILLWAY U) AT ELEV. 657.00 w 0 {ji- S--- -R3 REL % INV Ifs,I N INV OUT. 653.38 0 Lu low uj 4ft 4w M 4 00 JOB NO. 00112066 VPOT—STIP. EC -1 CL. Al ♦to RIPRAP W/ SCALE AS NOTED 100,00 GEOFABRIC *00 SHEET NO. 00 UNDERLAYMENT L=9'; W1 =6; W2= 11'; D=1.4' SCALE: 1"=20' • LLI ;;:� Lu CY) zcy) c1r) uj Cie) z o W 53)) N WN > < o z BEEN 0 cr- SEDIMENT BASIN 3 CL Lu U) 0. uj PROPOSED24 "'CMPf�1SER AT ELEV. 656.0 a) ul 76\\ ORIFICE 654.6 CLEANOUT 653.6 Lu W oes 131 PROPOSED GRASS 0 EMERGENCY SPILLWAY U) AT ELEV. 657.00 w 0 {ji- S--- -R3 REL % INV Ifs,I N INV OUT. 653.38 0 Lu low uj 4ft 4w M 4 00 JOB NO. 00112066 VPOT—STIP. EC -1 CL. Al ♦to RIPRAP W/ SCALE AS NOTED 100,00 GEOFABRIC *00 SHEET NO. 00 UNDERLAYMENT L=9'; W1 =6; W2= 11'; D=1.4' SCALE: 1"=20' "MATTING 1p CUL -DE -8A6 �, P", MAY BE INETP `" . � /', �, `Y- 1 -----PROPOSED P1 ....-INSTALLED A� A` GRADES TIED )C� _/, A j SEDIMENT BASIN SB -2 6" TOPSOIL EXISTING GROUND NTS 48" DIA. RCP RISER W1 - 10, 1 72" DIA. 21" HIGH TOP OF DAM ELEV =6,38.00`1 17 GA. GAL V STEEL ANTI -VORTEX DEVICE 25 YR. S TORM 1.0, Mil I-V 75' EARTHEN EMERGENCY SPILLWAY ELEV 636.33' ELEV = ------------ I„1_-=,1 1: RISER TOP ELEV=635.33' 1.0' MIN, 1' SCARIFIED KEY FOR A SOIL COHESION - 12'0 DIA. DEWATERING ORIFICE= 634. 0 EXISTING GROUND BOTTOM OF BASIN RISER F0077NG (MIN.ORED ECFV = 632. 00 DEEP). SEXIS77NG GROUND EE SWM DETAILS FOR IC18 KLEYEOCINTO THE DAM FOUDA 77ON DESIGN. 11.a. RCP (2) 3.0' X 3.0' GAL V, STEEL LENGTH=144' ANTI- SEEP COLLARS SL OPE= 1. 00% INV IN=625.44 INV OUT --624.00 Sediment Basin #2 Design PAIN. VW1 SPILLWAY 2'WITHOYT CREST OF EMERGENCY SPILLWAY MIK I WI SPILLWAY 2' WITHOUT CREST OF EMERGENCY SPILLWAY drainage area (acres) 47,44, 213,x$ DESIGN HIGH WATER -(25-��, STORM ELEV-) basin volumesr (using 2' contour intervals) elevation (ft) contour LLJ '(25 -YR. STORM ELEX) / elevation (ft) contour area (sQ volume (Gy)----- 11147.0 0.0 MIN& 1� 632.00 3015,8,01 0 Cn - ----- - 634.00 331210 234.2.9 ORY STORAGE ...... .... RISER CREST DEWATERIF NO 636.00 36189-0 4909.2 WET STORAGE DMC 638.00 39355,0 7706-3 ~ WET • STORAGE SEDIMENT CLFWQUT K!NJ TRACtREDUCED SRMENI ME Rip WET C NVED To34g/ACRE) wet storage: wet storage required (cy) (67*DA) wet storage required (cy)(67*131A) design high water (ft) 1405-7 design high-water (ft) 637.00 dewatering orifice elevation (ft) 622-0, 634,00 top Of dam (ft) 638.00 wet storag e provided at this elevation (cy) available volurne before cleanout (cy) (34*DA) 2342.9 top width of dam (ft). 10.0 available volume before cleanout (cy) (min. 34*DA) 614.4, 713.3 bottom of basin (ft) 632.00, cleanout elevation (ft) 63.247 632.60 approx. bottom dimensions- 1,28x-297' distance from cleanout to orifice (ft) (> 1 3-1 1,40 upstream face slope- 2-1 dry storage required (cy) (67*DA) 389-9 downstream face slope: 3.1 dry storage: 620-0 length of flow, L (4) 126 U dry storage required (cy) (67*DA) effective width We. (ft) 1405.7 baffles: YES principle spillway crest (ft) L I We (baffles not required if > 2) 635-33 length of flow, L(ft) 77 dry storage provided at this elevation (cy) 170 a 9 effective width, We (ft) 430-17 diameter of dewatering orifice (in) 110.00 12.0 L / We (baffles not required if > 2) 0-16 diameter of flexible tubing .(in) (odfiGe+2 12.00 14.0 0,5 slope of upstream face (Z:1). 2:1 tc (min) 163 collars- YES runoff Q 2y 91.6 length of barrel: in saturated zone. (Ls) depth of water at spillway crest (ft) 3.33 C (use 0.45 for bare earth) number collars required 0.7 slope of upstream face (Z 1). 3:11 tc (min) 121. 118 slope of barrel (Sb) 1;00% I 2yr 3,6 Q 2yr 52,9 length of barrel in saturated zone (Ls) 20-81 1 25yr 5-3 Q 25yr B5_6 number collars required 2 40,0 bottom width (ft) 35'. 2-0 dimension of collars 3.9x3_0' principle spillway: 331/6 barrel length (ft) 87.0 minimun length of exit channel (.ft) available head (ft) head on barrel through embankment (ft) 1.0 emergency spillway: YES diameter riser (in) 30 40 required capacity (Q25-Qp) (cfi;) 45.6 spillway capacity, Qp (ofs) 40 bottom width. (it) 75 diameter trash rack (in) 72 slope of exist. channel (Rift) 14% barrel length (ft) 113Z 144 minimum length of exit channel 13 head on barrel through embankment (ft) 12-33 crest of spillway (ft) 656.33 diameter of barrel (in) 24 f 15ce. /'1=I 41 > V% 1-Y fiT X =172, s, 0 t!_t E -I I IH -91i U =I E-1.11-111 7 E,� \r All, 6" SEDIMENT RASIN cvn TOPSOIL TlNG GROUND EXIS V11 NTS 48" DIA. RCP RISER W1 1=1 I PROPO 0 MEL' I ME'.\\ 72" DIA. 21'" HIGH 622.0olo, 17 GA. GALV STEEL TOP OF DAM ELEV I I FA ANTI -VORTEX DEVICE HEW 25 YR. S TORM 1.0' MIN. HEN EMERGENCY SPILL WA Y ELEV 620.55' 35' EARTHEN Pt +;11-f I I_ ( _ - _i ~ ELEV =621.00 ---------------------- 1.01 MINA RISER TOP ELEV=620.00 U /fj U //u Ij U Ty- 1SCARIFIED KEY FOR SOIL COHESION 6" DIA. DEWA TERING �A 1 ORIFICE= 618 0 41 -V EXIS77NG GROUND ''Al Ti- , Till f '0FID l IP411 i IL 1,0 0':�_ LIE:! 1! ow BOTTOM OF BASIN LAY CORED DAM `q; ELEV 614. 00 RISER FOOTING (MIN. 18- KEYED INTO THE DEEP). SEE SWU DETAILS FOR =I I rtl DnH EXISTING GROUND Oqr I I I E !1\11711-I!711 7 7 J;; j I OM I I I I I I I I I FOUDA 77ON DESIGN. .'EARTHEN �1 GRADING 0 DAM -35 30" RCP L 6 2.0 EMERGENCY SPILLWAY (2) 4.8' X 4.8' GALV STEEL LENGTH=87' -SE SLOPE=0.57Z ANT7 EP COLLARS ELEV. 620-55 1*4 U-0 INV IN=612.50 =612. 00 too INV OUT 4ft 00X48" RCP X" ELEV. 620. 0 , 0 *4* 0 t 030" RCP BARRE VDO-T-- STD.`� 87 LF @ 0,577. ZC I_ _TJVV-JN 6t2.-501--._, R1PRAP'd50=6" INV OUT=612.00 L--68 "; W=7.�5 '; D=2. 5 H �SCOTT ti. COLLINS Z/ lu No. 35791 'NAL Sediment Basin #3 Design PAIN. VW1 SPILLWAY 2'WITHOYT CREST OF EMERGENCY SPILLWAY Z 4.94 5,82 DESIGN HIGH WATER basin volumes: (using 7 contour intervals) -(25-��, STORM ELEV-) elevation (ft) contour LLJ 614.00 11147.0 0.0 MIN& 1� 616,00 13446.0 909.5 Cn RISER CREST DEVATERINO 618-00 15535.0 1982.0 ...... .... .. DEVICE 620-00 17413.0 3201.6 WET STORAGE 622-00 19391.0 4564.1 SRMENI ME Rip WET C NVED TO 34 C.Y,/ ACRE) wet storage. wet storage required (cy) (67*DA) 389-9 design high water (ft) 621 dewatering orifice elevation (ft) 61s.4 618.01 top of dam (ft) 622-0, wet storage provided at this elevation (cy) cn top width of dam (ft) 10.0 available volurne before cleanout (cy) (34*DA) Q� bottom of basin (ft) 6140 cleanout elevation (ft) 614.4, approx-:bottom dimensions: I I Yx 146' distance from cleanout to orifice (fit) (> V) 16 upstream face slope: 2-1 downstream face slope- 3-1 dry storage: dry storage required (cy) (67*DA) 389-9 baffles: YES principle spillway crest (ft) 620-0 length of flow, L (4) 126 U effective width We. (ft) 106-7 diameter of dewatering orifice (in) LU 6.0 L I We (baffles not required if > 2) 12 I C 7- 8.0 collars: YES runoff depth of water at spillway crest (ft) & Cw 0,5 slope of upstream face (Z:1). 2:1 tc (min) 163 slope of barrel (Sb) 0.57 I 2yr 3.3 Q 2y 91.6 length of barrel: in saturated zone. (Ls) 36.185 125 r 5,0 �y Q 25yr 16.0 number collars required 2 dimension of collars 121. principle spillway: available head (it) 0.5 emergency spillway: YES diameter riser (in) 0 required capacity (Q25-Qp) (cfs) 0.0 spillway capacity, Qp (cts) 40,0 bottom width (ft) 35'. 2-0 diameter trash rack (in) 72 slope of exist channel (ft/ft) 331/6 barrel length (ft) 87.0 minimun length of exit channel (.ft) 22 head on barrel through embankment (ft) 8,6 crest of spillway (ft) 620.55 diameter of barrel (in) 30 Cie 113Z II- Z LLJ Z 03 Uj 2: Zz a 0 Z Z Uj U 0 >_ 0 2: �: U Z UUj ) 0 < 0 U Z pe C) Z:LLJ ce CD 13. > Z) tiii0 L11 UJ _j U) Z Uj < > Z I.- UJI (:) ce Z U LU Uj -C OR 0 SLf c 7T 11.3 iG 00 LLJ ti 00 -1 -4 Sediment Basin #3 Design PAIN. VW1 SPILLWAY 2'WITHOYT CREST OF EMERGENCY SPILLWAY drainage area (acres) 4.94 5,82 DESIGN HIGH WATER basin volumes: (using 7 contour intervals) -(25-��, STORM ELEV-) elevation (ft) contour area (s� volume (cy) 614.00 11147.0 0.0 MIN& 1� 616,00 13446.0 909.5 ORY STORAGE RISER CREST DEVATERINO 618-00 15535.0 1982.0 ...... .... .. DEVICE 620-00 17413.0 3201.6 WET STORAGE 622-00 19391.0 4564.1 SRMENI ME Rip WET C NVED TO 34 C.Y,/ ACRE) wet storage. wet storage required (cy) (67*DA) 389-9 design high water (ft) 621 dewatering orifice elevation (ft) 61s.4 618.01 top of dam (ft) 622-0, wet storage provided at this elevation (cy) 19820 top width of dam (ft) 10.0 available volurne before cleanout (cy) (34*DA) 197,9 bottom of basin (ft) 6140 cleanout elevation (ft) 614.4, approx-:bottom dimensions: I I Yx 146' distance from cleanout to orifice (fit) (> V) 16 upstream face slope: 2-1 downstream face slope- 3-1 dry storage: dry storage required (cy) (67*DA) 389-9 baffles: YES principle spillway crest (ft) 620-0 length of flow, L (4) 126 dry storage provided at this elevation (cy) effective width We. (ft) 106-7 diameter of dewatering orifice (in) 6.0 L I We (baffles not required if > 2) 12 diameter of flexible tubing, (in.) (odficE 7- 8.0 collars: YES runoff depth of water at spillway crest (ft) & Cw 0,5 slope of upstream face (Z:1). 2:1 tc (min) 163 slope of barrel (Sb) 0.57 I 2yr 3.3 Q 2y 91.6 length of barrel: in saturated zone. (Ls) 36.185 125 r 5,0 �y Q 25yr 16.0 number collars required 2 dimension of collars 4-8'x4.8' principle spillway: available head (it) 0.5 emergency spillway: YES diameter riser (in) 0 required capacity (Q25-Qp) (cfs) 0.0 spillway capacity, Qp (cts) 40,0 bottom width (ft) 35'. 2-0 diameter trash rack (in) 72 slope of exist channel (ft/ft) 331/6 barrel length (ft) 87.0 minimun length of exit channel (.ft) 22 head on barrel through embankment (ft) 8,6 crest of spillway (ft) 620.55 diameter of barrel (in) 30 O0 U I