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Home My WebLink AboutSDP198700030 Plan - Approved Erosion Control Plan 1986-07-11- Temporary Sediment Basin not to scale / j / / / / / VEGETATION NteS 1. Erosion and Sedimentation Controls shall be installed in accordance Y i( 1--4.o'�.I _� t / / I i j / / / / / / / EVERGREEN AND DECIDUOUS WOODS with h I,� the Virginia Erosion and Sediment Control Handbook and shall be l 1 / / / / / (Covering whole site) , .. y implemented prior to or as the first step in any land disturbing activity. 400.0 ,cu d.. � 6.0A [lax imum 2. All erosion and sediment control . measures shall be maintained and SOILS :repaired as needed until all disturbed areas have been permanently s# P Y Maintenance and repair shall be in accordance with the , stabilized. ized. AGGREGRATE TO BF ,.,< I / j / / PACOL�ETV SANDY LOAM 2,.-15% Slopes i methods outlined 1n the Virginia Erosion and Sediment Control Handbook PLACED INA HORSESHOE � I I I l / l � P for each control measurespec ified. { r,�<� �-� I I i � � � j � (Total site) HW J516.82, Qio=24 SFS I � � / , 1Qj p l i \ / 3. Erosion and sediment controls shall be inspected at least twice i �! 24 &P INVERT IN 510.0 I ; / /' weekly after each rainfall and at least once daily during prolonged VDHTI NO.1 / ; �/ 1 rainfall. � / r I COARSE AGGREGATE i , ! (TOP 16.0) 4. Permanent and/or temporary soil stabilization shall be a ?lied to all � ( /� , , I , disturbed areas within 15 days after final` grade is' established on any 1 Y areas portion,of the site. An disturbed where construction � ctivities will ; rucon ; - I be halted for longer than 60 days shall be stabilized within 15 days of the last construction activity.Y All driveways • y and parking. areas shall.. be stabilized with :aggregate. o 1 immediatel after radia . _ Y 9 9 Si -It fences may be substituted for straw bale barriers. 7: Surface roughening E&S Std. and Sec. 1.60 shall be provided on all - 9 9 � p ) M M - I2 o �, , ' . CRS \ o slopes greater than 3;1.. permanent seeding, including liming and fertilization as required, shall f yy to"S.S. fi _ r / beaa lied to all disturbed areas not paved or not planted with round ,: i _ >n 3 pP P P, 9_ / -- ° - 3 w L / • - - - - ---� i - - �- ---_ � � I , _ cover. , Seeding' and mulchin shall be done in accordance with Virginia �- - - Er nd di _�, a Se meat Control" Handbook Std. and: S ec. 1.66 and 1..75.. L R i J 11 i l h See ding mixture shall be in accordance with Table 1:66a: I 9. approval,of - __ _ •' ", o ,No hand disturbing activities shall commence prior to the ro „_ c , . _ the4. �,�1 rosy Albemarle _ E on .and Sediment :Control Plan b the .Count of Albem r , an , 62o 3 N! 0 ,ssuance of a cad nermit.2 - , :- • T 1 0 , 5 2 . T �.�ontractor . _ _ 0 shat I ass ssurne all lrabilit and<responsibility for erosion MM 3 _ I , ., Y,, __ a sediment control me` ._ asures,which are `designed to protect adjoining; 0 .. 5 2 _.. . _. . i s r �_ , - burden t ucture _ / s an - - .. - 1 d fou d r _ I � n at ons ublic infrastructures"and vehicular. 1. 9 - - ;� . and edestrran circ _.... ulation r 1 , a eas' 11 The Contractor shall provide adequatemeans of clean'ing mud :from v ... _ _ 55.0 f _ I _ � � #r �,�s and/or other equipment:prior-to entering ubllc streets. It be , T io - the Contractor's I a _ 58.84 / res onsibilit to take whatever measures necessaryto ., ins - - :, 5 - / ire that the streets are maintained -m a clean and dust -free ;ee condition: 0. M M . 4 .. � 9 3_ 57.0. r P I t _... 12 The tempgrary sediment baste to be removed u on com Ie n / 57.1b rajan n - g g. A rrprap ditch Es to be t itsplace. - -- IPJ / �° - - +- L end Z I. -X0.. 1 > I I M. V - 15 I CRS , GE j f I P CRS 1.01 Temporary ryGravel Construction Entrance 55 77 r � V 57,52 550 J �- I 56.80 / 1.02, Construction Road Stabilization' . i i �* 5 7.6 0 .8 �' H. P. M C n \ J z C i / Cha 1.05, Straw Bale Barrier r .}i.33 i• - O I� O C - � ! � �' 5850 - ._ f- `` ,� F � t CRS s� T MM_ ..i. Z _� �. #,. / 5 , .�},,\ .\ ✓ _ ,•78 58.33 - '=`Cc•,, Q I _ - - 5SS 1 46, StructuLIJral Strearnbank Stabilization w ,'[� J... M.P ,' 58.60 / 1 -- c t A 59.60 } O E / \ -' - - =� V Q� Ln TB - _.4 � � - �� r'� 1 08 Storm Drain Inlet Protection 0 0 6.22. ,� UJ I i - // F�ooc 56.60 ;D 1.15, Temporary. Diversion Dike v O TM C61. -X. -I. / I a1., - / 58.33 '�Sr,�d / 57 i- I _ Ll MM _1 + 5258 H P s (aP 1:36, Outlet Protectioncc - - / 57.50 I- s o / I / 7.66 I , W r' 011110 57.94 i 1.45, Vegetative.Streambank Stabilization m C U / 583 , U � / + `.9 26 / � / 59.00 / � !� , - 0 _ • TM 6'1 -X -I/ 0 1.61, Topsol.ling P �. ) O 58.6 \ \ z NIM I� , , , n / I � } �7.84 5718. i PS 166 Permanent Seedingw -'.• _ - N I .a - - I,. 56,40 -} _.. •�. TB / 5/fr86 / S 1.26, Temporary Sediment Basin 556.. - TM61-X-1 , z CRS / 125, Temporary Sediment Trap M M 19 +-57,33 �. :S T• I - +59.86 .. I.06 $0-F ence/ -ems �-! ,-�• kale i -= cUvv -, 5-12 eviewed ancl T M 61 Mby Vale Erosion ^ ;;- -, TM61-M - - � iiJJ.� (m 1��r-a 5-13 5-15 Date; , r er F. f, �. . 5-14 BERKELEY G LO 00 It °° LL a 41 o _II _ U Zm p,�� & Y 0 cn (10 T 1 0 , 5 2 . T �.�ontractor . _ _ 0 shat I ass ssurne all lrabilit and<responsibility for erosion MM 3 _ I , ., Y,, __ a sediment control me` ._ asures,which are `designed to protect adjoining; 0 .. 5 2 _.. . _. . i s r �_ , - burden t ucture _ / s an - - .. - 1 d fou d r _ I � n at ons ublic infrastructures"and vehicular. 1. 9 - - ;� . and edestrran circ _.... ulation r 1 , a eas' 11 The Contractor shall provide adequatemeans of clean'ing mud :from v ... _ _ 55.0 f _ I _ � � #r �,�s and/or other equipment:prior-to entering ubllc streets. It be , T io - the Contractor's I a _ 58.84 / res onsibilit to take whatever measures necessaryto ., ins - - :, 5 - / ire that the streets are maintained -m a clean and dust -free ;ee condition: 0. M M . 4 .. � 9 3_ 57.0. r P I t _... 12 The tempgrary sediment baste to be removed u on com Ie n / 57.1b rajan n - g g. A rrprap ditch Es to be t itsplace. - -- IPJ / �° - - +- L end Z I. -X0.. 1 > I I M. V - 15 I CRS , GE j f I P CRS 1.01 Temporary ryGravel Construction Entrance 55 77 r � V 57,52 550 J �- I 56.80 / 1.02, Construction Road Stabilization' . i i �* 5 7.6 0 .8 �' H. P. M C n \ J z C i / Cha 1.05, Straw Bale Barrier r .}i.33 i• - O I� O C - � ! � �' 5850 - ._ f- `` ,� F � t CRS s� T MM_ ..i. Z _� �. #,. / 5 , .�},,\ .\ ✓ _ ,•78 58.33 - '=`Cc•,, Q I _ - - 5SS 1 46, StructuLIJral Strearnbank Stabilization w ,'[� J... M.P ,' 58.60 / 1 -- c t A 59.60 } O E / \ -' - - =� V Q� Ln TB - _.4 � � - �� r'� 1 08 Storm Drain Inlet Protection 0 0 6.22. ,� UJ I i - // F�ooc 56.60 ;D 1.15, Temporary. Diversion Dike v O TM C61. -X. -I. / I a1., - / 58.33 '�Sr,�d / 57 i- I _ Ll MM _1 + 5258 H P s (aP 1:36, Outlet Protectioncc - - / 57.50 I- s o / I / 7.66 I , W r' 011110 57.94 i 1.45, Vegetative.Streambank Stabilization m C U / 583 , U � / + `.9 26 / � / 59.00 / � !� , - 0 _ • TM 6'1 -X -I/ 0 1.61, Topsol.ling P �. ) O 58.6 \ \ z NIM I� , , , n / I � } �7.84 5718. i PS 166 Permanent Seedingw -'.• _ - N I .a - - I,. 56,40 -} _.. •�. TB / 5/fr86 / S 1.26, Temporary Sediment Basin 556.. - TM61-X-1 , z CRS / 125, Temporary Sediment Trap M M 19 +-57,33 �. :S T• I - +59.86 .. I.06 $0-F ence/ -ems �-! ,-�• kale i -= cUvv -, 5-12 eviewed ancl T M 61 Mby Vale Erosion ^ ;;- -, TM61-M - - � iiJJ.� (m 1��r-a 5-13 5-15 Date; , r er F. f, �. . 5-14 BERKELEY G LO 00 It °° LL a 41 o _II _ U Zm m t 7�1 Y 0 cn (10 a O , LO 00 It °° LL a 41 o _II _ U Zm m � cn (10 a o a� U 4 Lj W "W Y Y' Li W W '- Z = U - r > c z a W W 3 y W i W r Lo O O _ cn J J r N a a a Y z O O - a m J CL O O z z 2 3 4 5 6 7 PLATE 1 PLAN -PROFILE O. P. R. R R. E. STANDARD u— C;)'r GLV P-4 U O � � ctcci u ~ �.0 ^^ ll • Cld 4J U v x-, 4—) C:cd Q)cn �, L C) m c� 00 3 r� 0. FT F_>� Q ..... O m > z 4- m ^, .L t o, O _C J> C Y - - -- ---- --- � U L u- o •o o U z .,._. W•� � C3 �a aw w � 7j. �CC- ca �c wWm .0 o., _jQ _ o -- •- -- - - - - aT,- -- -- -- -- - - — - —, Popo - ed . __Gra de — -- "° --- -- - - ---a- -- - --- -� - - - -- - - — cA ---- — k� V O — A- _—_! -- -- - — = — —_ __-- Q) rN Al �+ rr)- -- 5 50 _- - - - -- - -- - - - - - - - - - -- - - _ Existinggad Ln o a _- F 4 [_=-F En - N d L7 m NJ_= _j 0 540 -- - -- ---- -- -- -- - -- — -- -- - --- _p -- -- - -- - — ---- - - -- - - - - - -o --.d - - - C: --� --- -- - - r V1 r - _ - - - x - 1 Gi - ---ILJ =T-4: -- LLJ 4-- =+ J Tr 2 3 4 5 6 7 PLATE 1 PLAN -PROFILE O. P. R. R R. E. STANDARD u— C;)'r GLV P-4 U O � � ctcci u ~ �.0 ^^ ll • Cld 4J U v x-, 4—) C:cd Q)cn �, L C) m c� 00 3 r� 0. FT F_>� Q ..... O m > z 4- m ^, .L t o, O _C J> C Y - - -- ---- --- � U L u- o •o o U z .,._. W•� � C3 �a aw w � �CC- �c wWm .0 o., _jQ _ o -- •- -- - - - - aT,- -- -- -- -- - - — - —, — -- "° --- -- - - ---a- -- - --- -� - - - -- - - — cA ---- — V O — A- _—_! -- -- - — = — —_ __-- Q) rN Al rr)- -- 2 3 4 5 6 7 PLATE 1 PLAN -PROFILE O. P. R. R R. E. STANDARD u— C;)'r GLV P-4 U O � � ctcci u ~ �.0 ^^ ll • Cld 4J U v x-, 4—) C:cd Q)cn �, L C) m c� 00 3 r� 0. FT F_>� Q ..... O m > z 4- m ^, .L t o, O _C J> C Y J� }. � U L u- o •o o U z .,._. W•� � C3 �a aw w � �CC- �c wWm .0 o., _jQ 0 3 C FT F_>� m Z0 m ^, .L t o O U C 3 F_>� m Z0 m o U C Y ro U c0 O L U L u- o a o U NOTE: I. TOPOGRAPHY INTERPOLATED FROM TOP06RAPHIC SURVEY PR EPAREP BY PHOTO SCIENCE, INC, UPDATED BY DEWBERRY AND DAVIS. THIS FIRMA SSUMES NO RESPONSIBILITY FOR CHANGES IN CONSTRUCT/ON OUE TO ERROR IN TOPOGRAPHY. 2, SEE SHEET C-4 FOR GENERAL SO/L EROSION AND SEO/MENTATION CONTROL NOTES. L E'GENO P S 1.66 PERMANENT SEEDING D Q /./5 TEMPORARY 01VER5ION DIKE n57- 1.25 TEMPORARY SILT TRAP I Z Q I 1 � � i o Q c _ V i o Zai W LLJ LLJ Q, E- w mom Wm Z Q o � o o4�c 0 co V z ` V 0 I� ;o i co V z ` V 0 i o Z _ m Q) U 0 U C Y - I cn 0 n_ o u co V z ` V 0