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Home My WebLink AboutWPO201500097 Plan - E&S 2015-12-08SITE DATA OWNER /DEVELOPER. CHARLES MCGILL 3633 VICTORIA LANE KESWICK, VA 22947 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (434)-977--0205 TAX MAP PARCEL No: 04400-00-00-033G7 LOTAREA: 25.71 AC. ZONING: RURAL AREAS DISTRICT (RA) Dr� USE.- 1 DETACHED SINGLE FAMIL Y RESIDENTIAL DWELLING BUILDING HEIGHT-. MAXIMUM STRUCTURE HEIGHT IS 35 FEET n� "� SHEET INDEX SETBACKS. FRONT SIDE REAR SHEET 1 ------- COVER SHEET 75' 25' 35' ' SHEET 2 -------EXISTING CONDITIONS N DITI O NS PROPOSED IMPERVIOUS AREA: 0.31AC. gAR"`� IJGTI]III►'I�jr�llylG�y EXISTING WPO BUFFER FOREST/OPEN SPACE AREA: MAGISTERIAL DISTRICT- JACKJOUETT _n Z SHEET 3 -------- EROSION CONTROL PLAN - PHASE 1 SHEET 4 -------- EROSION CONTROL PLAN - PHASE 2 DISTRICTDRAINAGEDISTRICT.• IVY CREEK, LITTLE IVY CREEK, HUCJR07 j r__1 t I1../''Si'°°°" ..-71'-] ° - Z . / " -S'A' SHEET 5 -------- EROSION CONTROL NARRATIVE & DETAILS BOUNDARY.- DB. 4586 PGS. 646-647 TOPOGRAPHY: ALBEMARLE COUNTY GIS DATA, 2013 CRITICAL SLOPES: CRITICAL SLOPES EXIST ON THIS SITE & ARE LOCATED AS SHOWN. NO CRITICAL SLOPEAREAS EXIST WITHIN THE LIMITS OF DISTURBANCE. FLOODPLAIN: THE SUBJECT PROPERTY DOES NOT CONTAINANYAREAS LOCATED WITHIN THE FLOODPLAIN. THE PROPERTY IS SHOWN AS ZONEX ON FLOOD INSURANCE RATE MAP COMMUNITYPANEL NUMBER 51003CO260D. EFFECTIVE DATE. FEBRUARY 4, 2005. THE STREAM BUFFERS) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHINANAGRICULTUR.4L-FORESTAL DISTRICT. THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OFA PUBLIC WATERSUPPLY Y RESERVOIR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK, PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCIING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. i 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES, WHERE APPLICABLE, ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO BE APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF. INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO BE APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G). VICINITY MAP SCALE: 1"=2000 FEET 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS 'WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). EX. BOUNDARY LINE LINE TABLE LINE BEARING RADIUS DISTANCE L1 S 59057'31" E 11.69', L2 S 41048'11 " E 66.68' L3 S 33007'10" E 44.49' L4 S 43007'56" E 161.06' L5 N 16029'42" W 7.83' L6 N 16029'42" W 19.14' L7 S 35043'34" E 44.66' L8 S 46041'23" E 110.61' L9 S 73017'09" E 36.50' L10 S 64029'18" E 103.62' L11 S 38041'48" E 60.60' L12 N 82047'03" W 14.93' L13 S 82047'03" E 34.96' L14 S 57014'32" E 38.05' L15 N 20032'22" W 28.14' L16 IS 80001'07" E 72.93' L17 IN 51024"18" E 40.01' L18 S 56014'38" E 9.37' L19 N 12007'55" W 20.04' L20 S 48036'07" E 17.99' L21 N 77008'33" E 46.82' L22 N 56025'46" E 57.13' L23 S 55013'29" E 63.34' L24 S 44030'15" E 61.41' L25 N 38033'44" W 45.42' L26 S 35052'18" E 67.92' L27 S 41044'35" E 58.76' L28 N 88019'04" E 63.15' L29 S 28033'56" E 43.24' L30 S 46031'17" E 77.29' L31 S 42028'13" E 29.56' L32 I S 12°48'33" E 36.21' L33 IS 3503555" E 22.18'. L34 S 13016'32" E 12.82' L35 S 75025'05" E 28.77' L36 N 01051'04" E 26.56' L37 S 440 11'03" E 67.06' L38 S 58041'46" E 16.65' L39 N 24013'08" E 26.85' L40 N 26003'02" W 17.39' L41 N 63°54'21" E 33.65' L42 N 30039'25" W 269.97' L43 N 51 035'27" W 324.18' L44 S 86000'46" E 162.96' L45 N 66040'19" W 270.09' L46 N 43028'29" W 576.24' L47 N 39004'35" E 49.57' PROP. RESERVE OPEN SPACE LINE TABLE LINE BEARING RADIUS DISTANCE L41 N 63054'21" E 33.65' L42 N 30039'25" W 269.97' L43 N 51035'27" W 324.18' L44 I S 86000'46" E 162.96' L45 N 66°40'19" W 270.09' L46 N 43028'29" W 576.24' L47 N 39004'35" E 49.57' O 2 EX. BOUNDARY LINE CURVE TABLE SHEET 6 -------- EROSION CONTROL NOTES & DETAILS EROSION & SEDIMENT CONTROL MEASURES FOR SINGLE FAMILY RESIDENCE CONSTRUCTION 1 2. K, 4. A 7. SILT FENCE, SEDIMENT TRAPS AND OTHER PROTECTIVE MEASURES SHALL BE PROVIDED IN AREAS WHERE SEDIMENT FROM DISTURBED AREAS MAY LEAVE THE SITE, AND MUST BE PROPERLY INSTALLED BEFORE LAND DISTURBANCE. THESE MEASURES MUST REMAIN INSTALLED AND MAINTAINED UNTIL ADEQUATE STABILIZATION IS ACHIEVED AS DETERMINED BY THE PROGRAM AUTHORITY. ALL EROSION MEASURES ARE SUBJECT TO INSPECTION PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION MUST BE MADE IMMEDIATELY. IF EROSION CONTROL MEASURES ARE FOUND TO BE INADEQUATE, OR IN NEED OF REPAIR, BY A COUNTY INSPECTOR, YOU WILL BE NOTIFIED. A TEMPORARY STONE CONSTRUCTION ENTRANCE SHALL BE PROVIDED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND WHERE THERE EXISTS THE POSSIBILITY OF TRANSPORTING MUD DIRECTLY ONTO A ROAD OR OTHER PAVED AREA. ALL DENUDED AREAS ON THE SITE SHALL BE STABILIZED WITHIN SEVEN (7) DAYS OF FINAL GRADING WITH PERMANENT VEGETATION OR A PROTECTIVE GROUND COVER SUITABLE FOR THE TIME OF YEAR. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN THIRTY (30) DAYS. A PERMANENT STAB I LIZATI 0 N/VEG ETATIVE COVER SHALL BE ESTABLISHED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS OF THE START OF CLEARING OR GRADING. UNLESS DOCUMENTED IN WRITING TO THE PROGRAM AUTHORITY AT THE START OF LAND DISTURBANCE, THE NINE (9) MONTHS SHALL BE MEASURED FROM THE PERMIT ISSUANCE DATE. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED, COVERED, OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. ALL STORM SEWER INLETS THAT ARE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE STORM WATER CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL NOT BE REMOVED UNTIL DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED WITHIN 30 DAYS, UNLESS OTHERWISE AUTHORIZED BY THE PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD LENGTH CHORD BEARING C1 183.08' 50.00' 209047'23.0" 96.64' N 14°38'11"' W C2 21.02' 25.00' 48011'01.0" 20.41' N 84033'49"' E C3 226.18' 145.00' 89022'24.0" 203.94' S 63058'15" W APPROVED by the Albemarle County Community Development Department Date File W�'02w ° iZ-? _0015 f o � S risto /elr C. Mul i an Lic. No. 031672 o /ONAL ENG 4,' E2TE 3, 2015 • a w � O W wW N2 Nm U N NQ Z Z Q^ 0cc 0 0: w U� OU wo 4 JZ cc O O w U) j QUQ � W W 03V) J 08 -=J N Cw O Q � _ u7 Z0 Ucob) �f N 06 J ccx Wo Z W Cj O LL W > LZ W C) a Z 0 w a O� 0 Z ti 0 U z Q. LU 20) W m �O 0 Q ®W 0- O X E2TE 3, 2015 REVISIONS Dec. 7, 2015 Per County Comments E2TE 3, 2015 FILE NUMBER 8623 ----------------------------- SHEET 1/6 W U Z Z W I... U) j z W W Cw 06 J (� cc Wo Z Z U W > Z 0 w a 0 U z U Z W m 0 Q O X cc Ow U. FILE NUMBER 8623 ----------------------------- SHEET 1/6 \ ) � � \'° \\\\\� `\ \ \ 1 \\``\\ �` \,� "`*.,� � /t /r,' (x / !` ,' ! ! J / / d /• /, vJ' // /• /� /•J ,'� ,' // /-rf �` / , / r' /. r. r' \ ; - 1 ! 11 ! f j , >�' I I s \ \ � - r- r ! � \ '\ I �\ \ ` \ \ \ � \ •\ \ tom.„, _. f 1 I ! I i i t 1 1 \\ \\ \) \ � \ \ \ \ \ \ \ "•m, !# / / J / J r , / � l 1 ! �1 {{! i){ 1 ) $ \ \ \ \ \ � I 1 \ \\1 1\ \ \ \ \ \ \ \ \ \ \ \ / � t f i 1 tr I J / / / / / r J r ' / / / �, ✓` r / r r r � \ \ t { i I � I I 1 \ \ .` \ f 11}i \ \ � \ 1 [ `\ \ \ �. \ \ \ J `\ � \ {\ °�® \ \ \ \ \ \ \, \ \ � / J ! J / / ` / O/ / l , / ./ / r 'f / Jr r / / t ! I I I I I i I I I ! ! 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"----- ! � { ! / / / ! 1 1i ' !Ii� )1 ( J p 1 / / f /' J { ! / // Jl 1! ! 1 1 1' y 1' 1 ! 111 \\\' 1 \{ \ti �_ \ ' \ ' 11 aid' ; 1 \ ` \ \ "''" _ __ "� \ ` __ I i ! , t/ ! t 1 I I 1! 1 1 1 J J p t ! l � 1 J ! I h t t 4 1 1 \ s 1 \ !� l 1 � r•' -- �\ - ---- ----- i � i�l!11!//r/ /fJll;�t! I}) �I !! i fr /!O�i!r ,11 i( ! %! ! { I < r 1 t \ ! tlt\\�\\\\' \\\ \ 1 ! `\' - \ ! lit'�tl \ \ \ ,,,• r _ _- � \• __ - - J I i 1 11 \\ \\ 1 I \ 1 \ ,✓ - \ ) 1 I I / / J I 1 1 I ! ! I l l l if l a 1 1 t !! / 1// / ) 1 t I I 1 1 1 1 1 1 1 1 1 1 1\ \\\\ E' 1\\�' y \ 1` 1 1 y i s �6y y \ ^r„ r r r �" _" \ \\ _ �. _" ,. ! 1 I I ( / 1 ! ! I l d J 1 1 11! ! J I J J J p r 1 1 y / l i / 1 t l l y h g' \ 4� ' } i\ / �! 1 •' t t r -. -- \, ! 1 I { 1 1 { ! 1 1.,_r %f/ / !/ !lI I 1 � ! � I I) 11 f gl ! J 1 f J J J J ( 1 1 J 1 1 1 f f f h I I ' ! 1 \ 1 ' 1 4 to y 1 \ %\ \ ; t hh\ a \ ' ' ' � t t l � 1 � Q \ ✓"' /r'" Jrrr J- --�•� '`\ - - ...._ ,........... I 1 / / / 1 � ! 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J- __ - `----_.__,.,_,_�'"�-------_- \ \ ♦ \ `\ \ \ EROSION AND SEDIMENT CONTROL LEGEND C E 3.02 CRS 3.03 SSF C W D 3.09 ST 3.13 -SSF- -DD- PS PS 3.32 M U 3.35 D C 3.39 MU DC CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABILIZATION SUPER SILT FENCE CLEAN WATER DIVERSION SEDIMENT TRAP PERMANENT SEEDING MULCHING DUST CONTROL Virginia Runoff Reduction Method New Development Worksheet - v2.8 - June 2014 To be used w/ 2011 BMP Standards and Specifications Site Data _ Project Name: MCGILL RESIDENCE ON FOX RUN LANE Date: 10-30-15 U ------- -----...__..___ __ _... . ,. ...._, ........-,a -,.�� data input cells calculation cells constant values 1. Post -Development Project $Land Cover Information (� Q Z - -- W Q Constants T�r ��^ � � Annual Rainfall (inches) 43 2 W Target Rainfall Event (inches) 1.60 � ON m g� Phosphorus EMC (mg/L) Target Phosphorus Target load (Ib/acre/yr) 0.26 0.41 �to Nitrogen EMC (mg/L) 1.86 Pj 0.90 ?O O g �w OU sly �z T� vL D Land Cover acres �J W m Z � A sails B Soils C Soils D Solis Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land 0.00 1,93 0.00 0,00 1,93 Managed Turf (acres) --disturbed, graded for yards or other turf e) - mow rbed, gaged 0.00 0.99 0.12 0.00 1.11 Impervious Cover (acres) 0.00 0.27 0.04 0.00 0.31 Total 3.35 ^� L2 0> JO UN Rv Coefficients Rv Co/O A soils B Soils C Soils D Soils en Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 an over ummary Land l o er Space Cover acres 1.93 a Wei hied Rv forest 0.03 %Forest 58% Mana ed Turf Cover acres) 1.11 Wei hied Rv(turf) 0.20 °lo Mana ed Turf 33% Impervious Cover acres) 0.31 Rv(impervious) 0.95 °lo impervious �% _ .................................... Total Site Area acres 3.35 Site Rv 0,17 ost- evelopment reatment Volume (acre -ft) , os - eve opmen rea men o ume cu is feet) 2,094 ost_ eve opment Load TP) (Iblyr) 1.32 Post_Devela ment Load TN) (Ib/ r 9.41 Total Load (TP) Reduction Required (Iblyr) -0.06 NOTE: RESERVED OPEN SPACE LIES COMPLETELY WITHIN THE THE WATER PROTECTION ORDINANCE BUFFER AND IS PROTECTED BY THE ALBEMARLE COUNTY ZONING ORDINANCE CHAPTER 17. LEGEND CRITICAL SLOPES u SCALE 1 =100 100 0 1 00 200 SCALE IN FEET ��1T� of �j A �f Christopher C. Mulligan Lic. No. � 031672 �<v� o�FSS ANG � 0 L NA PROJECT NAME: McGiII Residence Fox Run Lane :PROJECT #: 8623 DATE: November 23, 2015 BY: AG EARTH PROTECTIVE LINING cur � � n=.03 n=.05 n=.015 11a Q 10 DEP. Te 1 2 Q 2 or SLOPE W FILL FTiFT J > VEL. On VEL. DEP- Of1 DEP. REMARKS 10.00 4.12 0.57 Cut 0.0678 39 2.11 5.37 0.75 4" EC -2 ( REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE 1 " = 100' CONTOUR INTERVAL 2 FEET cv W ' � v U � a (� Q Z Z g W Q �C T�r ��^ � � U Q 2 W O Co rz v � ON m g� z J 0 �to � o' U CC ?O O g �w OU sly �z T� vL D �? �J W m Z � 0 Q UQ 0 , J W v, 0 J � zv N � U� 0� � N W U. LL ^� L2 0> JO UN �w aW z9 00 Qy W �z W O 2 a O 111 W ( REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE 1 " = 100' CONTOUR INTERVAL 2 FEET cv W W U (� Q Z Z g W Q �C 1 Z � G Q gV/ W ren rz v C C6 J z J 0 W Z � o' U CC F- Z O< O U Z V Z W m Z � 0 0 0 v, 0 X 1z O W U. FILE NUMBER 8623 SHEET 4/6 D 9VAC25-840-40 MINIMUM STANDARDS_ 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. THE CONTRACTOR SHALL ESTABLISH A STABILIZED SITE, AND NOT ALLOW ANY SEDIMENT TO EXIT THE SITE. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. THERE ARE NO SOIL STOCKPILES TO BE LOCATED ONSITE. ALL MATERIAL WILL BE UTILIZED ON-SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. CONTRACTOR SHALL ESTABLISH A VEGETATIVE COVER ON ALL DENUDED AREAS. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. A SILT FENCE WILL BE CONSTRUCTED ON THE DOWNHILL SIDE OF CONSTRUCTION TO STOP SEDIMENT FROM EXITING THE LIMITS OF DISTURBANCE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AFTER EACH E RAINFALL EVENT TO ENSURE ALL EARTHEN METHODS T ODS ARE PROPERLY STABILIZED. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. THERE ARE NO SEDIMENT TRAPS OR BASINS PROPOSED FOR THIS SITE. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. THERE ARE NO SEDIMENT TRAPS OR BASINS PROPOSED FOR THIS SITE.. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. IF CUT AND FILL SLOPES ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION,ADDITIONAL SLOPE STABILIZING MEASURES WILL BE PROVIDED UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. CONCENTRATED RUNOFF IS NOT ANTICIPATED TO FLOW DOWN THE CUT OR FILL SLOPES. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE OR OTHER PROTECTION IF THIS OCCURS. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. STORM SEWER INLETS ARE NOT PROPOSED ON THIS SITE.. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. STORM WATER CONVEYANCE CHANNELS OR PIPES ARE NOT PROPOSED ON THIS SITE. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER MATERIALS. THERE WILL BE NO CONSTRUCTION WORK IN A LIVE WATERCOURSE ON THIS SITE. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIAL SHALL BE PROVIDED. THERE WILL BE NO CONSTRUCTION WORK IN A LIVE WATERCOURSE ON THIS SITE. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. THERE WILL BE NO CONSTRUCTION WORK IN A LIVE WATERCOURSE ON THIS SITE. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. THERE WILL BE NO CONSTRUCTION WORK IN A LIVE WATERCOURSE ON THIS SITE . 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A.NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. CONTRACTOR TO ADHERE TO THE APPLICABLE STANDARD FOR PRIVATE AND PUBLIC UTILITY INSTALLATION. 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER - G LAND DISTURBING ACTIVITIES. CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ADJACENT ROADS CLEAN FROM SEIDIMENT/SOIL BUILD-UP. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONTRACTOR SHALL STABILIZE SITE, AND OBTAIN INSPECTOR APPROVAL PRIOR TO REMOVING EROSION CONTROL MEASURES. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: CONCENTRATED STORM WATER RUNOFF IS NOT ANTICIPATED FROM THE LAND DISTURBING ACTIVITIES ON THIS SITE. ALL PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES WILL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN CONCENTRATED RUNOFF. A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. CONCENTRATED STORM WATER RUNOFF IS NOT ANTICIPATED FROM THE LAND DISTURBING ACTIVITIES ON THIS SITE. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED USING THE VSMP CHANNEL PROTECTION CRITERIA. STORMWATER DISCHARGES ARE CLASSIFIED INTO ONE OF THREE TYPES OF CHANNEL. (1)"MANMADE STORMWATER CONVEYANCE SYSTEM" MEANS A PIPE, DITCH, VEGETATED SWALE, OR OTHER STORMWATER CONVEYANCE SYSTEM CONSTRUCTED BY MAN EXCEPT FOR RESTORED STORMWATER CONVEYANCE SYSTEMS OR, (A) THE MANMADE STORMWATER CONVEYANCE SYSTEM SHALL CONVEY THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR EVENT WITHOUT CAUSING EROSION OF THE SYSTEM DETENTION OF THE STORMWATER OR DOWNSTREAM IMPROVEMENTS MAY BE INCORPORATED INTO THE APPROVED LAND -DISTURBING ACTIVITY TO MEET THIS CRITERIA AT THE DISCRETION OF THE STORMWATER PROGRAM ADMINISTRATIVE AUTHORITY. (B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS SHALL BE MET. Q developed <= I. F. * (Q pre-dev. * RV pre-dev.) / RV developed UNDER NO CONDITION SHALL Q developed > Q pre-dev. NOR SHALL Q developed BE REQUIRED TO BE LESS THAN THAT Q forest * RV pre-dev.)/RV developed OR IN ACCORDANCE WITH ANOTHER METHODOLOGY THAT IS DEMONSTRATED BY THE VSMP AUTHORITY TO ACHIEVE EQUIVALENT RESULTS AND IS APPROVED BY THE BOARD. (2)"NATURAL STORMWATER CONVEYANCE SYSTEM" MEANS THE MAIN CHANNEL OF A NATURAL STREAM AND THE FLOOD -PRONE AREA ADJACENT TO THE MAIN CHANNEL OR, (3)"RESTORED STORMWATER CONVEYANCE SYSTEM" MEANS A STORMWATER CONVEYANCE SYSTEM THAT HAS BEEN DESIGNED AND CONSTRUCTED USING NATURAL CHANNEL DESIGN CONCEPTS. RESTORED STORMWATER CONVEYANCE SYSTEMS INCLUDE THE MAIN CHANNEL AND THE FLOOD -PRONE AREA ADJACENT TO THE MAIN CHANNEL. (A) THE DEVELOPMENT SHALL BE CONSISTENT, IN COMBINATION WITH OTHER STORMWATER RUNOFF, WITH THE DESIGN PARAMETERS OF THE RESTORED STORMWATER CONVEYANCE SYSTEM THAT IS FUNCTIONING IN ACCORDANCE WITH THE DESIGN OBJECTIVES. (B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS SHALL BE MET. SEE 19(13)(1)(B). CONCENTRATED STORM WATER RUNOFF IS NOT ANTICIPATED FROM THE LAND DISTURBING ACTIVITIES ON THIS SITE. PROPOSED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE DESIGNED AND ABLE TO CARRY THE POST -DEVELOPMENT STORMWATER RUNOFF. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORITY. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. ES -7: ALL DISTURBED ARES ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED. ES -B: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. EROSION AND SEDIMENT CONTROL NARRATIVE PRIOR TO CONSTRUCTION 1. CONTRACTOR SHALL OBTAIN PERMITS TO WORK WITHIN STATE RIGHT-OF-WAY (VDOT LAND -USE PERMIT). 2. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN VSMP PERMITS, AS REQUIRED BY THE STATE DEPARTMENT OF CONSERVATION AND RECREATION(DCR). 3. CONTRACTOR SHALL OBTAIN LAND DISTURBANCE PERMIT FROM THE COUNTY OF ALBEMARLE PRIOR TO BEGINNING CONSTRUCTION. A PRE -CONSTRUCTION MEETING WITH THE ENGINEER„ THE CERTIFIED LAND DISTURBER, AND THE ENVIRONMENTAL INSPECTOR MAY ALSO BE REQUIRED. ALLOW 72 HOURS FOR COORDINATION AND SCHEDULING OF PRE -CONSTRUCTION MEETING. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A SINGLE FAMILY RESIDENTIAL DWELLING AND A DRIVEWAY THAT CONNECTS TO FOX RUN LANE. A CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE IMPLEMENTED, PRIOR TO ANY CONSTRUCTION OR LAND DISTURBING ACTIVITY, TO DIRECT SEDIMENT LADEN WATER FROM ENTERING THE EXISTING WATERCOURSE ONSITE. THE LIMITS OF DISTURBANCE INCLUDES APPROXIMATELY 1.42 ACRES OF LAND DISTURBING ACTIVITIES. EXISTING SITE CONDITIONS THE PROJECT SITE IS AT THE END OF FOX RUN LANE, WHICH IS APPROXIMATELY 0.5 MILES FROM THE INTERSECTION OF FOX RUN LANE AND IVY FARM DRIVE. IT IS PART OF THE SOUTH IVY SUBDIVISION. THE PROJECT SITE IS CURRENTLY COVERED BY A DENSE TREE COVER. THE SITE IS DIVIDED INTO TWO DRAINAGE AREA BY A RIDGE RUNNING IN A NORTHWEST TO SOUTHEAST DIRECTION. APPROXIMATELY 16.2 ACRES OF THE SITE DRAINS TO THE THE SOUTHWESTERN BOUNDARY OF THE PROPERTY. THIS BOUNDARY IS A STREAM WHICH IS A TRIBUTARY OF IVY CREEK. APPROXIMATELY 5.6 ACRES DRAINS TO AN OFFSITE NATURAL DRAINAGE CHANNEL TO THE NORTHEAST OF THE PROPERTY THAT FLOWS TO A SECOND TRIBUTARY OF IVY CREEK. THE NATURAL SLOPE OF THE SITE VARIES FROM 10-20%. CRITICAL AREAS A STREAM BUFFER IS LOCATED ALONG THE SOUTHWESTERN PROPERTY LINE,. ADJACENT AREAS THE ADJACENT AREA CONTAINS TRACTS OF RURAL ZONED LAND. THE AREA TO THE NORTHEAST AND EAST ARE PART OF THE SOUTH IVY SUBDIVISION.THE TRACTS TO THE NORTH WEST, WEST AND SOUTH ARE INDIVIDUALLY OWNED RESIDENTIAL PROPERTIES. OFF-SITE AREAS NO GRADING OR CONSTRUCTION WILL TAKE PLACE OUTSIDE THE LIMITS OF DISTURBANCE. ANY SURPLUS OR SHORTAGE OF MATERIAL WILL BE BROUGHT TO OR OBTAINED FROM A SITE WITH AN APPROVED/ACTIVE WPO APPLICATION AND ADEQUATE EROSION CONTROL MEASURES IN PLACE. SOILS 4D-ASHE LOAM ( 15 TO 25% SLOPES) MODERATELY DEEP, MODERATELY STEEP, SOMEWHAT EXCESSIVELY DRAINED SOIL. PERMEABILITY IS MODERATELY RAPID; AVAILABLE WATER CAPACITY IS LOW. SURFACE RUNOFF IS RAPID. THE EROSION HAZARD IS SEVERE. SOIL IS IN HYDROLOGIC GROUP B. Ksat=0.00 to 5.95 in/hr 1913-CULLEN LOAM (2 TO 7% SLOPES) DEEP, GENTLY SLOPING, WELL DRAINED SOIL. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD ID MODERATE. SOIL IS IN HYDROLOGIC GROUP C. Ksat=0.00 to 0.20 in/hr 3613-HAYESVILLE LOAM (2 TO 7% SLOPES) DEEP, WELL DRAINED AND GENTLY SLOPING. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD ID MODERATE. SOIL IS IN HYDROLOGIC GROUP B. Ksat=0.57 to 1.98 in/hr 37D3-HAYESVILLE CLAY LOAM ( 15 TO 25 % SLOPE) SEVERELY ERODED DEEP, WELL DRAINED AND MODERATELY STEEP. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS RAPID. THE EROSION HAZARD IS SEVERE. SOIL IS IN HYDROLOGIC GROUP B. Ksat=0.57 to 1.98 in/hr 77-RIVERVIEW CHEWACLA COMPLEX DEEP, NEARLY LEVEL, WELL DRAINED AND SOMEWHAT POORLY DRAINED. PERMEABILITY IS MODERATE AND AVAILABLE WATER CAPACITY IS HIGH. SURFACE RUNOFF IS SLOW. SOIL IS IN HYDROLOGIC GROUP B. Ksat=0.57 to 1.98 in/hr 86B-TURBEVILLE LOAM (2 TO 7% SLOPES) DEEP, GENTLY SLOPING AND WELL DRAINED. PERMEABILITY AND AVAILABLE WATER CAPCITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE EROSION HAZARD IS MODERATE. SOIL IS IN HYDROLOGIC GROUP C. Ksat=0.57 to 1.98 in/hr STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (3.02) - A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF OF CARROLL CREEK ROAD. 2. ROAD STABILIZATION (3.03) - ACCESS ROADS, PARKING AREAS, AND OTHER ON-SITE VEHICLE TRANSPORTATION ROUTES SHALL BE STABILIZED WITH STONE IMMEDIATELY AFTER GRADING. 3. SUPER SILT FENCE BARRIER -WIRE-REINFORCED SILT FENCE BARRIER WILL BE INSTALLED TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 4. TEMPORARY DIVERSION DIKES (3.09) - A SYSTEM OF DIVERSION DIKES TO DIRECT THE FLOW OF STORM RUNOFF INTO THE SEDIMENT BASIN WILL BE INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. 5. CLEANWATER DIVERSION DIKES - A SYSTEM OF DIVERSION DIKES TO DIRECT THE FLOW OF CLEAN OFFSITE WATER AROUND THE SITE WILL BE INSTALLED AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. 6. TEMPORARY SEDIMENT TRAPS (3.13) - TEMPORARY SEDIMENT TRAPS ARE TO BE CONSTRUCTED TO PROTECT THE ADJACENT AREAS FROM RECIEVING SEDIMENT LADEN RUNOFF. AREAS THAT ARE NOT DENUDED SHALL BE DIVERTED FROM DRAINING INTO THE SEDIMENT TRAPS, UNTIL SUCH TIME THAT THE DISTURBED AREAS ARE DEVELOPED AND STABILIZED. THE ACTUAL LOCATION AND DIMENSION OF THE EMBANKMENT AND SPILLWAY ARE SHOWN ON THE PHASE 2 EROSION CONTROL PLAN. CALCULATIONS FOR THE SEDIMENT TRAPS ARE SHOWN WITH THE DETAILS. 7. CHECK DAM (3.20) - ROCK CHECK DAMS WILL BE INSTALLED IN THE PROPPOSED DITCHES TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS WHICH WILL HELP. IN THE ESTABLISHMENT OF THE GRASS LINING. AFTER THE UPSLOPE AREA IS STABILIZED, THE CHECK DAMS MAY BE REMOVED AND PROPERLY DISPOSED IN ACCORDANCE WITH VECSH REGULATIONS. VEGETATIVE PRACTICES 1. SURFACE ROUGHENING (3.29) - ALL AREAS WITH A GRADE STEEPER THAN 3:1 SHALL BE STAIR -STEP GRADED OR GROOVED (PLATE 3,29-4) TO AID IN GRASS ESTABLISHMENT, INCREASE INFILTRATION, AND TO SLOW RUNOFF VELOCITIES. 2. TOPSOILING & STOCKPILING (3.30) - TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION OR TO HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER TO PROTECT DOWNSTREAM AREAS. 3. TEMPORARY SEEDING (3.31) - AREAS NOT BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED MIXTURE ACCEPTABLE FOR THAT TIME OF YEAR. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. 4. PERMANENT SEEDING (3.32) - AREAS BROUGHT TO FINAL GRADE SHALL BE STABILIZED WITH A PERMANENT SEED MIXTURE ACCEPTABLE FOR THE PIEDMONT REGION. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. 5. MULCH (3.35) - PLANT RESIDUES OR OTHER SUITABLE MATERIALS SHALL BE APPLIED TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. THIS PRACTICE SHOULD BE APPLIED TO ALL SEEDING OPERATIONS, OTHER PLANTER MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BARE AREAS WHICH CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL LOSS. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. 6. DUST CONTROL (3.39) - DUST CONTROL METHODS MUST BE USED TO REDUCE THE AMOUNT OF AIRBORNE DUST DURING ALL PHASES OF CONSTRUCTION WHERE SOIL IS EXPOSED OR DISTURBED. MANAGEMENT STRATEGIES 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS THE FIRST STEP IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 3. THE SEDIMENT TRAPPING MEASURES SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EVERY RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE-HALF OF THE HEIGHT OF THE BARRIER. 4. TEMPORARY SEEDING OR OTHER STABILIZATION METHOD WILL FOLLOW IMMEDIATELY AFTER GRADING. 5. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 6. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 7. WITHIN 30 DAYS AFTER BEING NOTIFIED BY THE EROSION AND SEDIMENT CONTROL ADMINISTRATOR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS CAN BE CLEANED UP OR REMOVED, AND ANY SEDIMENT TRAPS OR SEDIMENT BASINS CAN BE CLEANED OUT OR CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH STRAW AND SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. AREAS WITH SLOPES LESS THAN 2:1, SHALL BE SEEDED WITH KENTUCKY 31 TALL FESCUE IN ACCORDANCE TO STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. AREAS WITH SLOPES EQUAL TO OR STEEPER THAN 2:1, SHALL BE SEEDED WITH KENTUCKY 31 TALL FESCUE, RED TOP GRASS, A SEASONAL NURSE CROP AND CROWN VETCH IN ACCORDANCE TO THE STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ANY FERTILIZER AND LIME APPLICATIONS SHALL BE IN ACCORDANCE WITH SOIL TEST RESULTS. ALL SEEDED AREAS WILL BE STRAW MULCHED TO PROTECT AGAINST RILL EROSION AND TO PRESERVE SOIL MOISTURE THAT WILL ENHANCE SEED GERMINATION. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. STORMWATER RUNOFF CONSIDERATIONS CALCULATIONS INDICATE THAT THERE WILL BE NO NET INCREASE IN POLLUTANTS AND RUNOFF VOLUME AS A RESULT OF THE THE INCREASE IN IMPERVIOUS AREA. SEE THE STORMWATER MANAGMENT COMPUTATIONS FOR MORE INFORMATION. MAINTENANCE 1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. 2. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED DAILY FOR SOIL BUILDUP. IF THE ENTRANCE BECOMES CLOGGED WITH SOIL AND FAILS TO PREVENT TRANSPORTATION OF SOIL ONTO THE ROADWAY, ADDITIONAL STONE, REPLACEMENT OF STONE, OR A WASH -RACK MAY BE REQUIRED. 3. SUPER SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. 4. CLEAN WATER DIVERSION DIKES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET, OR SEDIMENT TRAPPING FACILITY AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 5. STORMWATER CONVEYANCE CHANNELS: 5.1. GRASS LINED CHANNELS - DURING THE INITIAL ESTABLISHMENT, GRASS LINED CHANNELS SHOULD BE REPAIRED IMMEDIATELY AND RE-ESTABLISHED IF NECESSARY. AFTER GRASS HAS BECOME ESTABLISHED, THE CHANNEL SHOULD BE CHECKED PERIODICALLY TO DETERMINE IF THE GRASS IS WITHSTANDING FLOW VELOCITIES WITHOUT DAMAGE. IF THE CHANNEL IS TO BE MOWED, IT SHOULD BE DONE IN A MANNER THAT IT WILL NOT DAMAGE THE GRASS. 5.2. IF SEDIMENT IS DEPOSITED IN A GRASS -LINED CHANNEL, IT SHOULD BE REMOVED PROMPTLY TO PREVENT DAMAGE TO THE GRASS. 6. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 7. A MINIMUM OF 6 INCHES OF TOPSOIL SHALL BE APPLIED TO ALL AREAS REQUIRING PERMANENT SEEDING. CALCULATIONS PLEASE REFER TO THE DETAILS AND HYDRAULIC CALCULATIONS FOR THE PERFORMANCE OF THE DITCHES. ALSO REFER TO THE WATER QUALITY CALCULATIONS FOR COMPLIANCE WITH THE VaRRM REGULATIONS. SEQUENCE OF CONSTRUCTION 1. CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS FIRST STEP IN CONSTRUCTION. 2. CLEANWATER DIVERSION DIKES MUST BE INSTALLED AND MADE OPERATIONAL BEFORE ANY LAND DISTURBING ACTIVITY TAKES PLACE. 3. CONTRACTOR SHALL COORDINATE INSPECTIONS, AS REQUIRED BY THE COUNTY OF ALBEMARLE. 4. AFTER RECEIVING ENGINEERING APPROVAL, BEGIN CLEARING, GRUBBING AND FINE GRADING OPERATIONS AS NECESSARY TO ACHIEVE FINAL GRADES. 5. AFTER SITE HAS REACHED SUBGRADE CONDITIONS, BEGIN ROAD STABILIZATION. 6. CONTRACTOR TO INSTALL SEDIMENT TRAP AS THE DRIVEWAY AND DITCH ARE BROUGHT TO FINAL GRADE. DIVERT RUNOFF FROM DITCH INTO SEDIMENT TRAP UNTIL THE DITCH HAS BEEN STABILIZED. 7. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 8. AFTER SITE IS STABILIZED AND PERMISSION IS OBTAINED FROM THE EROSION CONTROL INSPECTOR, SILT FENCE AND OTHER EC MEASURE CAN BE REMOVED WITH THE INSPECTORS APPROVAL. 9. CONTRACTOR TO REMOVE SEDIMENT TRAP AND INSTALL LEVEL SPREADER. SEE FINAL GRADING DETAIL, SHEET 4 FOR MORE INFORMATION. (:ssD SUPER SILT FENCE CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO TH OSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW Vt dll Wil 01 1 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 'Sid' vii s RtAsrsri inrvSds��' I U FLOW A(TENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Rowood & Wyant PLATE. 3.05-1 1 a K OFC %I 1P Christopher C. Mulligan Uc. No. .0 031672 FSS/ONAL ENG K REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE CONTOUR INTERVAL ' w a U �U w (� Z O � wg U W Z 2 tp 045 � Q Z Q to NQ Q, q ? O ►.� � Q C'3 � U 0 °C W > o C) Z OU ww v� g Q. J z �.^ Q CC Oco J C15 Zc- LU a � UQ ow O .I� -jN W rr 0 Q Z0 z LO (.5Cb 8 ir 0rj: , N Q M w Lj. W IO w W W �� aW Orn Z Z = O/ LU LU L W I REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE CONTOUR INTERVAL FILE NUMBER 8623 SHEET 5/6 J w �U LW Z Z wg \W / ® Q Z Q w cc 0� 00 > Q w J p z Zcr J 0 O Z O i � Z Zim Z O U O a z p O X of O 0 W ir LL w FILE NUMBER 8623 SHEET 5/6 TEMPORARY SEEDING MIXTURES FOR THE PIEDMONT AREA TABLE 26 TEMPORARY SEEDINGS BY RATES, DEPTHS, AND DATES Use Soil Test Recommendation or Rates Shown Below Seeding Rate Planting Seedingzones 37/ and Seeding Date 38/ 9 Lbs. per Time depth 36/ 2 LBS. Species3/ Per Lbs/1000 TOTAL 150 LBS. 7a and 7b 6b 6a and 5b 2/1- 5/1- 8/15- 3/1- 5/1- 8/15- 3/15- 6/1- 8/1- if occasional mowing acre Sq. ft (Inches) 9.2 fall is desired. . . . . . . . . . .ANNUAL RYE 4/30 8/14 11/30 4/30 8/14 11/15 5/31 7/31 10/31 Choose one: WEEPING LOVEGRASS MAY BE ADDED Service lespedeza 0-20-0 400 9.2 BY crownvetch Birdsfoot trefoil BY BY Barley 2.5 bu. 2.80 1-2 X - 10/15 X - 10/15 X Fall the year 10/1 Oats 3 bu. 2.21 1-2 X occasional mowing is - X 500 - X desired, and then in - Rye39/ 2.5 bu. 3.22 1-2 X birdsfoot trefoil. X X X X IIS. X Barley or Not required. not weeping lovegrass Spring the year closer than 4" if & serice lespedeza Rye Plus1501bs. following establish- 3.45 1 X X 10/15 X X 10/15 X X 10/1 Foxtail after sericea has X X X X X X X X X millet40/ 20-10-10 250 5.8 2" for red fescue Red & chewings 30 days later Weeping 41bs. 0.09 1/4-1/2 - X - - X - - X - lovegrass4l/ 100 2,3 May 20 -June -30, for fescue. if needed. Annual ryegrasS SO lbs. 1.15 1/4.1/2 X 11/1 X 11/1 X 8/15 Millet42/ 50 lbs. 1.15 1/2 X X X - 36/ Applicable on slopes of 3:1 or flatter 37,Refer to figure A- Adopted from USDA, ARS Miscellaneous Publication #1475, January 1990 38,3etween fall and spring seeding dates, use mulch only if ground is frozen and reseed when thawed 39May be used as a nurse crop for late fall/earty winter permanent seedings, add 561bs/ac. -'-to the permanent seeding mixture 40)"aryland State Highway Administration Temporary Seed Mix May be used as a nurse crop for mid -summer permanent seedings. Add 2 lbs/ac Lljo permanent seed mix. May be used as a nurse crop for mid -summer permanent seedings. Add 10 lbs/ac. 4210 the permanent seeding mix. PERMANENT SEEDING Ps FERTILIZATION &MAINTENANCE TABLE 24 Maintenance Fertilization for Permanent Seedings Use Soil Test Recommendation or Rates Shown Below Seeding Mixture Formulation Lbs. per Lbs. per Time Mowing 2 LBS. - SEASONAL NURSE CROP* Acre 1000 sf TOTAL 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) Tail fescue makes 10-10-10 500 11.5 Yearly, or as needed `Not closer than 3" up 70% or more or 20 LBS. MAY 16 -AUGUST 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, FOXTAIL TOTAL 150 LBS. if occasional mowing of cover. 30-10-10 400 9.2 fall is desired. . . . . . . . . . .ANNUAL RYE NOVEMBER 1ST THROUGH FEBRUARY 15TH . . . . . . . . . . ANNUAL RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH Spring the year Do not mow CfOwnvetch SERICEA.) TOP OF BANK IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL following establish - WEEPING LOVEGRASS MAY BE ADDED Service lespedeza 0-20-0 400 9.2 ment and every 4-5 crownvetch Birdsfoot trefoil years thereafter. 0 m C.) , Not required. not Fairly uniform / -2 I= O LL Fall the year closer than 4" If stand of tall W iii following establish- occasional mowing is fescue & service 5-10-10 500 11.5 every ment and eve 4 5 desired, and then in lespedeza, or Z years thereafter. fall after seed has birdsfoot trefoil. matured. IIS. Not required. not weeping lovegrass Spring the year closer than 4" if & serice lespedeza following establish- occasional mowing is fairly uniform 5-10-10 500 11.5 ment and every 3-4 desired, and fall plant distribution years thereafter. after sericea has matured. September, Mow no closer than 20-10-10 250 5.8 2" for red fescue Red & chewings 30 days later fescue, Kentucky and Ky bluegrass; bluegrass, hard December, and closer than 3" fescue mixture: 20-10-10 100 2,3 May 20 -June -30, for fescue. if needed. ce CONSTRUCTION ENTRANCE STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING PAVEMENT I Al 3' 5:1 FILTER CLOTH 6" MIN. A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION VDOT #1 I POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH PLAN VIEW OF INGRESS AND EGRESS OPERATION REINt• LIKULL L UNL.KL I t UKAIN JrRL.L v""' SECTION A -A SECTION B -B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 PERMANENT SEEDING MIXTURES PS FOR THE PIEDMONT AREA TABLE 25 TOTAL LBS. PER ACRE MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL 175-200 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE %95-100% - IMPROVED PERENNIAL RYE GRASS 0-5% - KENTUCKY BLUEGRASS 0-5% HIGH MAINTENANCE LAWN 200-250 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100% GENERAL SLOPE (3:1 OR LESS) - KENTUCKY 31 FESCUE 128 LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP* 20 LBS. 90 TOTAL 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) OTHER OPTIONS EXIST. SEE VA EROSION AND SEDIMENT CONTROL HANDBOOK. - KENTUCKY 31 FESCUE 108 LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP* 20 LBS. - CROWN VETCH** 20 LBS. MAY 16 -AUGUST 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, FOXTAIL TOTAL 150 LBS. *USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL 30TH. . . . . . . . . . . . ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH . . . . . . . . . . . . . . FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER 31ST. . . . . . . . . . . .ANNUAL RYE NOVEMBER 1ST THROUGH FEBRUARY 15TH . . . . . . . . . . ANNUAL RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA.) TOP OF BANK IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INNOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10- 20 LBS./ACRE IN MIXES. Q FERTILIZER (10-20-10 OR EQ) SHALL BE APPLIED AT THE RATE OF 1000 LBS/ACRE. AGRICULTURAL LIME SHALL BE APPLIED TO SEEDBEDS AT THE RATE OF 90 LBS/ 1000 SQ. FT. MAINTENANCE OF CONTROLS ADDITIONS SUGGESTED TEMPORARY SEEDING MIXTURE RAINFALL FERTILIZER: 10-20-10 1,000 LBS/ACRE WET VOLUME SEPTEMBER -FEBRUARY 15: 50% ANNUAL RYE & 50% WINTER RYE 100 LBS/ACRE FEBRUARY 16 -APRIL 30: ANNUAL RYE 100 LBS/ACRE 90 MAY -AUGUST: GERMAN MILLET 50 LBS/ACRE REQUIRED VOLUME OTHER OPTIONS EXIST. SEE VA EROSION AND SEDIMENT CONTROL HANDBOOK. SUGGESTED PERMANENT SEEDING MIXTURE SIZE (W) LIME: 2 TONS/ACRE FT FERTILIZER: 10-20-10 1,000 LBS/ACRE 56 MARCH -MAY 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, ANNUAL RYE 20 LBS ACRE MAY 16 -AUGUST 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, FOXTAIL MILLET 20 LBS/ACRE 8.04 AUGUST 16 -OCTOBER: KENTUCKY 31 FESCUE 200 LBS/ACRE, ANNUAL RYE 20 LBS/ACRE NOVEMBER -FEBRUARY: KENTUCKY 31 FESCUE 200 LBS/ACRE, WINTER RYE 20 LBS/ACRIE sr SEDIMENT TRAP TEMPORARY SEDIMENT TRAP ORIGINAL GROUND ELEV. *SEE PLATE 3.13-1 67 CU. YD./ACRE 67 CU. YD./ACRE (EXCAVATED) ,.�►1r!wJa, 4' MAX. \ FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE# CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA (IN AC.) D DIKE IVERSION COARSE AGGREGATE \ / EXCAVATED/ / CLOTH AREA / FILTER **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 MAINTENANCE LOG: MAJOR GRADING ACTIVITIES DATE STABILIZIZED CONSTRUCTION AREAS DATE MAINTENANCE OF CONTROLS ADDITIONS DATE RAINFALL WEEKLY INSPECTIONS WET VOLUME 90 CY DRY VOLUME 90 CY REQUIRED VOLUME 180 CY SIZE (W) 34 FT (L) 56 FT (D) 5.0 FT OUTLET LENGTH 8.04 FT PROVIDED VOLUME 198 CY BOTTOM TRAP EL 494.50 C3 o�C WET VOL. EL 497.50 3 (, a, DRY VOL. EL 499.50 GRADE 16 FT TOP OF BANK 500.00 Ditch flow line O Z rz \ O (0 j J co Radius Note o c I Q UQ �W O W� 0 m C.) , w Shoulder - / -2 I= O LL X Mn L W iii rZCC ZR W aW M Z W Z 2 OI111 11 IIS. LEVEL SPREADER VEGETATED LIP CE SPREADER 9. ..,,a .,:,. .. ,. MA w .awm- ias 46.,x xuu. DISCi- ARGE TO _ y RECEIVING TREATMENT` MEASURE_ t 4"� .LUTE, EXCELS€OR, EQUIVALENT STAPLED IN PLA JUTE, EXCELSIOR, OR EGUIVALENfr STAPLED IN PLACE D'SCHARGE TO RECEIVING BURIED 6" MIN. TREATMENT MEASURE LEVEL UP OF SPREADER _.. x. ae a _ �. ..4„k. :c .,wv _ WK, x su Jaw ,,w2:1 OR y $ . FLATTER, x PLAN VIEW NOTE: CONSULT SPECIFICATIONS FOR APPROPRIATE USE OF VEGETATED LIP VERSUS RIG:s'l_ LIP M,!N 6 FT. PROFILE 61 MIN. 6IN. MIN -l=111=Cit-II[ .... .... 1 I � r„f ff 3tv =1 j.. 1= _ E --- 11.]=l It =-F E11-I3�II�1EE 2:Y OR FLATTER Figure 2.4B: Section - Alternative Level Spreader with Vegetated Lip SEDIMENT TRAP SIZING c 'x c I DESCRIPTION ST 1 CU DA 1.3 AC. WET VOLUME 90 CY DRY VOLUME 90 CY REQUIRED VOLUME 180 CY SIZE (W) 34 FT (L) 56 FT (D) 5.0 FT OUTLET LENGTH 8.04 FT PROVIDED VOLUME 198 CY BOTTOM TRAP EL 494.50 C3 o�C WET VOL. EL 497.50 3 (, a, DRY VOL. EL 499.50 GRADE 16 FT TOP OF BANK 500.00 Ditch flow line Notes: See VDOT Road and Bridge Standards, Std. PE -1 for cut/fill details. All entrance grades shall start back of the shoulder line. If drainage is necessary, the ditch line may be moved back to provide 9 inches (min.) cover over pipe. Entrances shall be 12 ft wide and transition smoothly into the roadway surface. Driveway entrance pavement shall extend to the right of line. When an existing street is re -developed and modification of an existing driveway entrance is required, the entrance pavement shall be extended to the right of way line or the extent of disturbance to the existing driveway. Q) E D U E Edge of roadway pavement ................ ROADWAY PAVEMENT ............................►-...- FIGURE 9 - PRIVATE ENTRANCE DETAIL cw� CLEAN WATER DIVERSION C;mm�nc^tPri Anil SOURCE: VA. DSWC 4.5' min. PLATE 3.09-1 'k.:Z,TH OF 70A +� �r 'A A'# . C Christopher C. Mulligan Lic. No. 03167216��<v� FSS/ONAL SIG c c 'x c I Desirable Radius Note: CU For entrances to roadways having ADT of 2000 or more, a Lu 11 use radius of 20 feet. For ADT under 2000 radius may w C6 m o be 12 feet. o LL Pipe culvert - t _ 117 (p 8ZCo o) Co C4 IM if necessary O tr) CM ' m Q. r 12 FT 3 C3 o�C -SURFACE o 2 3 (, a, Wo GRADE 16 FT See a i Ditch flow line O Z rz \ O (0 j J co Radius Note o c I Q UQ �W O W� 0 m C.) , w Shoulder - / -2 I= O LL X Mn L W iii Edge of roadway pavement ................ ROADWAY PAVEMENT ............................►-...- FIGURE 9 - PRIVATE ENTRANCE DETAIL cw� CLEAN WATER DIVERSION C;mm�nc^tPri Anil SOURCE: VA. DSWC 4.5' min. PLATE 3.09-1 'k.:Z,TH OF 70A +� �r 'A A'# . C Christopher C. Mulligan Lic. No. 03167216��<v� FSS/ONAL SIG c REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE CONTOUR INTERVAL W J Q U Z Z Wg A Q LL 06 - � Q W � W � Z W � 006 Z -� Z J O CC U I--' Z LU �- r0, U Z W 0 Z Z U 0 Q VJ 0O+ V ♦ X I.L. 0w �o W LL FILENUMBER 8623 SHEET 6/6 a rV w 4r o U (p 8ZCo o) Co C4 IM O tr) CM Q. r C3 o�C U 0 o 2 °C W OU Wo v 1 O Z rz \ O (0 j J co Q UQ �W O W� 0 Q\=t° Z� 0r C.) , 0% cc 0 0 I= O LL CO L W iii rZCC ZR W aW M Z W Z 2 OI111 11 IIS. REVISIONS Dec. 7, 2015 Per County Comments DATE Nov. 23, 2015 SCALE CONTOUR INTERVAL W J Q U Z Z Wg A Q LL 06 - � Q W � W � Z W � 006 Z -� Z J O CC U I--' Z LU �- r0, U Z W 0 Z Z U 0 Q VJ 0O+ V ♦ X I.L. 0w �o W LL FILENUMBER 8623 SHEET 6/6