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HomeMy WebLinkAboutSDP201000037 Plan - Approved 2010-09-23THE WOODLANDS MINOR SITE PLAN AMENDMENT &EROSION CONTROL PLAN FOR SHERWOOD MANOR REPLACEMENT RECREATIONAL FACILITY GENERAL NOTES: OWNERS: TMP 76P -1 -1 & TMP 76P -2 -2 SHERWOOD MANOR HOMEOWNERS ASSOCIATION 943 GLENWOOD STATION LANE CHARLOTTESVILLE, VA 22I01 (434)220 -7134 (PHONE) CONTACT: MRS. CHRISTINE LISLE TMP 76P- 0 -46C2 THE DOVETAIL COMPANIES 1550 TIMOTHY ROAD, SUITE 201 ATHENS, GA 30606 (706)357 -9100 (PHONE) CONTACT: MR. SAMIR DOSHI DEVELOPER: THE DOVETAIL COMPANIES 1550 TIMOTHY ROAD, SUITE 201 ATHENS, GA 30606 (706)357 -9100 (PHONE) CONTACT: MR. SAMIR DOSHI ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 (434)293 -3719 (PHONE) l� AMENDMENT TO SDP 06 -51 0 (434)245 -0030 (FAX) CONTACT: MR. SCOTT COLLINS VICINITY MAP TAX PARCEL #: MP 076PO -02 -00 -00200 (2.722 ACRES) SCALE: 1" = 11000' TMP 076P0- 00- 00 -046C2 (7.2089 ACRES) ZONING: RESIDENTIAL -6 (R -6) (TMP76P -1 -1 & TMP76P -2 -2) RESIDENTIAL -15 (R -15) (TMP76P- 0 -46C2) TOTAL ACREAGE: TOTAL ACREAGE OF 3 PARCELS = 16.819 ACRES TOTAL ACREAGE OF LAND DISTURBANCE = 0.83 ACRES TMP760 -1 -1 DISTURBANCE = 0.68 ACRES TMP76P- 0 -46C2 DISTURBANCE = 0.15 ACRES PROPOSED USE: REPLACEMENT RECREATIONAL FACILITY FOR SHERWOOD MANOR BOUNDARY: KIRK HUGHES & ASSOCIATES; JUNE 1,2005 TOPOGRAPHY: VIRGINIA RESOURCE MAPPING, INC.; FEBRUARY 7, 2005 UPDATED APRIL, 2009 BY WW ASSOCIATES USGS DATUM: NAD83 NO PART OF THIS SITE LIES WITHIN A DESIGNATED 100 -YEAR FLOOD PLAIN. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. SHEET INDEX -ALL SHEET COVER SHEET 1 EXISTING CONDITIONS 2 SITE PLAN 3 SITE PLAN DETAILS 4 E&S NARRATIVE 5 E&S PLAN & DETAILS 6 LANDSCAPING PLAN 7 SDP -06 -51 — WOODLANDS FINAL SITE PLAN. 1. RECREATIONAL FACILITY ADDED SOUTH OF WOODLANDS PROPERTY. 2. RETAINING WALL SYSTEM ADDED WITH CONSTRUCTION OF RECREATIONAL FACILITY. 3. EROSION &SEDIMENT CONTROL PLAN ADDED TO PROTECT DOWNSTREAM AREAS FROM CONSTRUCTION RUNOFF. 4. REVISED LANDSCAPING AND REFORESTATION PLAN, AMENDING LOR #1 OF SDP2007 -51 V I N old! _._.. `?� P 201 n } •- �� ._.__.. Subrr +ttJal 'I �; Pi Reviewed an;i Approved by the Communiy ptveloppment Department Date 0 �,�3 I 1 CHARLOTTESVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA • •'''sue �� . Qzz I'� 1 I • f / •M • 1 O �Op 1 •■ 1 d 0 0 aao d a 0 �000 1 THIS MINOR SITE PLAN AMENDMENT IS FOR: - Flreft���r �� gnaature o 0 0 d 0 0 0 o f • ♦ ♦ ,eA\ its ex % of wall M, r p a SITE MAP SCALE: 1" = 150' GRAPHIC SCALE Aso o 75 00 POSED ATION, Aso soo (IN FEET ) 1 inch = 150 ft. soo ______ =1 EXISTING CULVERT CUL VERT 0 DROP INLET &STRUCTURE N0. CURB CURB &GUTTER ........ ............................... PROPOSED PAVEMENT EC -3A DITCH 6" DEPTH OF EC -3A DITCH -� EC -2 DITCH 6" DEPTH OF EC -2 DITCH •••- -••• -- EARTH DITCH DRIVEWAY CULVERT BENCH MARK — — CLEARING LIMITS T VDOT STANDARD STOP SIGN --- - - - - -- 200--- - - - - -- EX/S71NG CONTOUR —200-- LEGEND r:7rr• &I N '' PROPOSED SPOT ELEVATION TBC DENOTES TOP /BACK OF CURB T/B DENOTES TOP OF BOX cadleyar�f.�• �PbNC CMddi�t -To b pi�loed ae Land�pc IM�I �.IN� 1CC�iI139lior aarpiate fpsdticabtom) � � ''Itoottaba.atplk ® hi�lr' oI' vteMi4�i!M1�+n►otlhstobsreved}; �1 F4aeo5900a0vo�epanteaire faaoi* © �+rbllalp��tef+in�l�►orrla� is �f�o�d' ��1 `t�obAyiol�cLetio�t�lorc�e�ng. iabasllb,�IMWCVr.d'I�t, p�ic �erA►b�,� � a lai�t c�dr *Wwo>b �P�P+' ,rwlnb�ii►nr*matr*wWfturr befteodaoa,WW«t u,, a cowrq,,rpeaoa; g1 '�l���Idgr9u��peM�a �heii beAeviiBardwffil the oukitrector oa ste. �sna «ohga ari couiltnwppon matea;•as nclurbag bvs7 datl,gt bo pWrnipetEribftdbyitiaal oEnr 'tbt�CCT000r'o�►baf�eiad. 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Z U) a W d � Z W O o z 0 0 i Z Vl a ' H m a W u iu> i LLI ° o o r %0 ^ i L9 a*N m M � N Z M 5;= o ° 1 , ° N z o W O o N ° N 7 WO �z w f--� v �-•r o (� C w w o r O H 3 � O VU 0 x W O n a� U I o v F"r c� Z Z z z C/� 0 w W Z j C) 0 O z w Z F+1 J J W o w w 0 a W � y L Q wc m 0 � \JV U M X m a� t J O W � � W :3 d N � JOB N0. � a 062004 .N SCALE ° AS SHOWN ° SHEET NO. 1 c 11 P PROPOSED CONTOUR '' PROPOSED SPOT ELEVATION TBC DENOTES TOP /BACK OF CURB T/B DENOTES TOP OF BOX cadleyar�f.�• �PbNC CMddi�t -To b pi�loed ae Land�pc IM�I �.IN� 1CC�iI139lior aarpiate fpsdticabtom) � � ''Itoottaba.atplk ® hi�lr' oI' vteMi4�i!M1�+n►otlhstobsreved}; �1 F4aeo5900a0vo�epanteaire faaoi* © �+rbllalp��tef+in�l�►orrla� is �f�o�d' ��1 `t�obAyiol�cLetio�t�lorc�e�ng. iabasllb,�IMWCVr.d'I�t, p�ic �erA►b�,� � a lai�t c�dr *Wwo>b �P�P+' ,rwlnb�ii►nr*matr*wWfturr befteodaoa,WW«t u,, a cowrq,,rpeaoa; g1 '�l���Idgr9u��peM�a �heii beAeviiBardwffil the oukitrector oa ste. �sna «ohga ari couiltnwppon matea;•as nclurbag bvs7 datl,gt bo pWrnipetEribftdbyitiaal oEnr 'tbt�CCT000r'o�►baf�eiad. 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Z U) a W d � Z W O o z 0 0 i Z Vl a ' H m a W u iu> i LLI ° o o r %0 ^ i L9 a*N m M � N Z M 5;= o ° 1 , ° N z o W O o N ° N 7 WO �z w f--� v �-•r o (� C w w o r O H 3 � O VU 0 x W O n a� U I o v F"r c� Z Z z z C/� 0 w W Z j C) 0 O z w Z F+1 J J W o w w 0 a W � y L Q wc m 0 � \JV U M X m a� t J O W � � W :3 d N � JOB N0. � a 062004 .N SCALE ° AS SHOWN ° SHEET NO. 1 c 11 ^ i L9 a*N m M � N Z M 5;= o ° 1 , ° N z o W O o N ° N 7 WO �z w f--� v �-•r o (� C w w o r O H 3 � O VU 0 x W O n a� U I o v F"r c� Z Z z z C/� 0 w W Z j C) 0 O z w Z F+1 J J W o w w 0 a W � y L Q wc m 0 � \JV U M X m a� t J O W � � W :3 d N � JOB N0. � a 062004 .N SCALE ° AS SHOWN ° SHEET NO. 1 c 11 d N � JOB N0. � a 062004 .N SCALE ° AS SHOWN ° SHEET NO. 1 c 11 ° AS SHOWN ° SHEET NO. 1 c 11 11 \\ \\ I TMP 076 � WOODLAN ES ILLE _ _ I b 1 ! 1 1 ZONI : R15 RE IDENTIAL ' \ / \ I 1 1 T P 7 C 1 \ 1 USE WOO LANDS C NDOMINI MS / 0 SC T R. OLLINS Z I 1 b[�LA F RLOTTESVIIL E C 1 1 3464 -053 LAT / U Lic. No. 035791 ZONING: R15 RESIDENTIAL 1 UE: WOODLAND CON I IU S W W W uj TMP 07600-QG- 00 -046D� t _ �� \\ \\ r - - ' ' / / / / j ` �\ \\ \� \ \ 1 \ �/ / 0 z z z z U TAINWOOD ASSOC IA ,�.L. / \ I _ _ / / / / / / - \ �\ \\ 1 \— / / g z z z ZONING: BDIV�10 - / _ - - f / / ' / /// / �' \ \ \��\ \ 1 // / (/� W g g g CL SE: MOUN*INWOO DB 543- C. \ / / ��� �/ j \ \ \ \ 1 - - / / z L-i LL 0 > I I N J J J ca ca C6 \ \ O ��� TM 7600 O� \ OODLAN OF CHARL E Q' / ZONI : R15 RESIDE \ \ p�- )LANDS CON MI I \ / \ B 952 -722 P ko / - - -- TMP87� \\ °� / vv 1� / ° to i \ / rah \ / / TMP 07 / " -F \ _ —_ — �flNINI�t�15 R€ N ® \ I V ,LLC , : j / — - - - DlA M �\ I / ZONI L f - -�- DDB 307 USE: D 0 INIUMS- / ` � . - x `� �' - / ( � � \ - •8-� -- ��\ �\ \ \ \ \\ � \ - /// / 4 .x iai t�,j a<i �: / . -.r`r .t \ =r1 -� r � --� y / •'Y �% " 1 n '' i� 1 . - �� � 1. ,fit -„ ,,� .�' ,r� r�h ..-' ✓ � '� �, — '""\' — � V \�� � � A � I A i; � �.�- r t�Y � /,C if \. • �°6 1!:f � \ \ �\ \� ' � I I \ \ � l lI w ' d- __ MAIN UC INS EA$EMENT - / 1 6P0-d1r , - r 1 // I I 1 I W O� % 1 I � � W 1 / / �j /vy _�Cy ` ✓ — _��B _ h''. !` n / l 4 \\ I I 1 / / / / / / lI l � - — — -- / — SNIP- 476P0. 82-00 -002 / / / ` -- — ase— — ` -L -�_� I Tll EES 1 1\ / / T P 07 BO / / / / / z — — — / / �_ -- I — ;�,` �-_ � / \ 1 l� I / / / / WO�DLANDS F CHARLIDTTESVILLE / /' // �/ �, O \� SlRW00D OBiOM�OyVNER OC. / ZO ING: R 5 RESID — i / � �Si �• ,// -� � t J -- --TEMPORARY- ��i. _� � \�� � �/ /�� \ 1 I J ZONING: RCiSESI EIIAL �j �/ " \/ �� - i -t':RAOtW SE6dE L "`�\ �- - /// \\ I I / / r USE: VACANT // l j / / 11 j/ 11 F- / USE: SHERW0 D MANOR�StdB�1WS101� �� l i — �� = \\ �' j / / I I I ) / / / DB 343 -273 \ — -M 544"501 �' - 780 \\ \ / �� ! / / M ( I / / I 1 \ x ' ///1 / / L9 z –sAo ��\ \ � / �/ TI�E07 1/ 00 / O 1""� O Wtt / / J / / T► `� l j / / RWQO 0 EOWNERS ASSOC. V ` -\ NTIAL // / / I 1 \ / / / / / 1121' " \\'� j lE: SUBDIVISION / / / / / / / �i LAT — EMSTiN -G STILT F I� \ Tlf`�G- ROCK -CHECK TO BE REMOVE 1�0 -BI= RE0OWD 29 00.11"W \ �0.59f ACRE SIBF fff LU � EIi 0 A1� = - / - w / , p BE OVE \ / \\OtTR 1� Ef�f / / I \ \ -� / / / / St 0 O O Lu �1�APHIG� \A - -� I I I 11 / I so � ' / s9 ` 11 (� io`o — \ 20o I II I � �u - - -- I O W ((IN �'EE ) \ I I I I I JOB NO. \\ 1 inch 1 5�q 062004 SCALE 111=501 SHEET NO. 18" NYLOPLAST 8" NYLOP-CAS I — —YARD INLET — DRAINAGE PIPE — -- — — — PROPOSED VAR. WIDTH RETAINING WALL— — SEE SHEET 4 FOR WALL DETAILS 498.87TW TOP 498.0 TOP8.0! — — 8"L O APL OF l� ZC0 R. COLLI] U Lie. No. 035791 1� I I I ONAL u —� e Lj U E Z W G Li 1 ° w i - � F cc c � w u � ° c 7 0 z s • ►-1 F z S 6. Sgt tz 484.0 — 484.0 — - Z o 0 0 _ o 494.07W cd ca cd — — > J J J / / -- — — — — A$S.OB1IY. _ _ 4 .0 "DRAIN PIPE BEHIND c a a a FOUNDA�IAN OF RETAINING — N = a a a — 4 5.OBW —� ca W W W — WALL / N cn cn cn Z z z ce uj // ` � V) (A En Lu Z < 2� > iu 490.0 ` TREES WITHIN CONST UR CTf6N / �- — — — _ — -- 4960TVP — — —L - — — — 484. — �LIMLTS SHALL BE REPLANTED --� 42BW / GRADING EASEMENT & — / 42' ` — REFORESTAT G"RE� OI�TFALL PIPE TO COLLECT �- YARD DRAINS AAD — / / FOUNDATION DRAINS BEHIND / — — — — 486.OTW / I�TAA�NG WALL \ 484.06W 0 0 C NCR ` Lu \ o o \ 8�LEAN4 PROPOSED 'CO ETE . _ \ ° ^ ^ 6" O�l TF#L PIPE — — $ASKET LL . Y . — — — — / -SEE SHE 4 FOR CONCRETE-DETAIL _ FOR UNDERDRA_lll _ / / 8" CLEANOUT SYSTEM - - — — \ / 483.5 483.5 12 THICK MtJLC� PROTECTIVE COVERil:J6 482 SEE SHEET 4 FOR DETAIL \ / OUTFALL DRAT IPE,�I ITO LOW AREA W T RIPRAP \ — — WOODEN STEPS (8 "x8" RAILROAD TIES) / 3:1 GRASS SLOPE — — ` / \ \ ` `� t \ T PREY NT S UR \ R STAKES — \ \ \ ` \ M / � / ANCHOR WITH #4 REBA o ` / \ \ 36 LENGTH MINIMUM o _- 480 �..0 478 OD S _ NOTES SPECIFICATION \\ \ \ a / T CLASS I RIFT /RAp \ / i OF TOT EQUIPMENT \ \ \ \ o 1 ` \ L =6', W= ', D =2' \ \ \ \ / S \ SH ET 4 \ \ \ \ cV \ o UJ \ \ -'- --- 10'aAIJDE- STONE-R/kT�IWAY / \ \ \ \ \ \ SEE DETAIL SHEET 4 T ° PI Ic \ _ z LE w z 0 La 4 74 �� \ 1 / V1 o Lu L9 c 0 CL to 470 3:1 GFAS \ — \ \ O _468— \ \ \ W E o 466 \ \ / /\\ \ \ W o3 Ln NOTE: PATHWAY 464 %CNNECTS PLAYGROUND \ / \ \ Z z ' \ 1 FACI�`ITY TO THE EXISTING / \ O z .`°_ Ld \ \ \ GRAS$ FIELD PLAY AREA 462 `1 EXISTING \ OUTFAL�RAINPIPE INTO \ \ — _ / W Q ° 1 t ' \ \ GRASS FIELD / \ LOW AREA ITH RIPRAP / I \ \ \ \ - -- — — — — — 7-- TO PREVEN�COUR W O o GRADING EASEMENT \ _ \ \ \ \ — �, CL PROPOSED RIPRAP *ECK O EXISTING \ DAM TO REDUCE VELO ITY O o GRASS SWALE \ OF CHANNEL 00 � 0 \ \ \ \ \ / \ \ J o U 1 \ O \\ ,i \ \ \ — — G'tAPIIC—SCALE- PROPERTY LINE / / \ \ +� o s �o zo ao a U°a ° JOB NO. 0 c IN FEET) \ \ \ \ \ - 1 062004 N 1 inch= 4__ ft--- a SCALE \ \ 3 / \ \ \ �� \ -------- - - - --- 1 =10, ci \ SHEET NO. a o 3 loft- •. a ■ a �11NiP h ��r sw n, ry t a�ld N titer.+ .7INi m N A gap- 4s wvlw jai#94/ mae>.w 7 6 i 8► fpi t• ii P e= Pis a m a t� +aruw a a 4 raitaOQ i cae x. n arro�t A '.srtww✓ +arrrrrrr . � +ro a a ur♦P': Perwwur ar�xr — 1 • iNlNlif. x mcaPar �. .'j• J- N Z . fs4, w W[1 r���y�iPP Rf. 6N�I im JPq +i. 0 III U 'a 1 ppp pp 1 INA POOR • I • NOTES FOR EROSION CONTROL ES -1: UNLESS 07HERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA 77ONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS ES -2. 774E PLAN APPROVING AUTHORITY MUST BE N077FIED 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 774E APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL 77MES ES -5: PRIOR TO COMMENCING LAND DISTURBING AC77VI77ES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF -SITF 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. ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA 77ON OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AU774ORITY. ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 77MES DURING LAND DISTURBING AC77077ES AND DURING SITE DEVELOPMENT UN77L FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWA 7ERING OPERATIONS, WA TER WILL BE PUMPED INTO AN APPROVED WA 7ER FIL 7ERING DEVICE. ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AF7ER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE /MMEDIA TEL Y. EROSION & SEDIMENT CONTROL MEASURES: STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE Wl'TH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING.- 1. CONSTRUCTION ENTRANCE, STANDARD AND SPECIFICATION 3.02 - ENTRANCE TO BE LOCATED TO PREVENT 7RACKING OF MUD ONTO EXISTING PUBLIC ROADS. 2. SIL T FENCE, STANDARD AND SPECIRCA 77ONS 3.05 - SIL T FENCE TO BE PLACED WHERE SHOWN ON 774E PLANS OR AS FIELD COND177ONS WARRANT. SILT FENCE ALONG S7REAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES SHALL HAVE WIRE BACKING. J. TEMPORARY DIVERSION DIKE, STANDARD AND SPECIFCA7ION 3.09 - 7EMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS. 4. INLET PR07EC77ON STANDARD AND SPECIFICA7701VS 3.07 - INLET PROTECTION TO BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD COIVD177ONS WARRANT. 5. CULVERT INLET PR07EC77ON STANDARD AND SPECIFICA7701VS 3.08 - CULVERT INLET PRO 7FC77ON TO BE PLACED WHERE SHOWN ON 7HE PLANS OR AS FIELD CONDI77ONS WARRANT. 6. TEMPORARY SEDIMENT 7RAP, STANDARD AND SPECIFCATION 3.13 - TEMPORARY SEDIMENT 7RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS (1) TRAPS TOTAL 7. OUTLET PRO 7FC7701V STANDARD AND SPECIFCA7ION 3.18 - OUTLET PROTECTION TO BE PLACED AS SHOWN ON 7HE PLANS . 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED AS 7HE FIRST PHASE OF ANY LAND DISTURBING AC77W77ES. 7HEY SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. 7HEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT 7HE CONS7RUCRON PHASE OF THIS PROXCT. THE FOLLOWING ITEMS REQUIRE PAR77CULAR CHECKING. 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DE72=RI0RA710N OF 7HE FABRIC. SEDIMENT SHALL BE REMOVED WHEN 774E LEVEL OF THE SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIERS. 2 ROCK CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP 774E UPS7REAM SIDE, IT SHALL BE CLEANED OUT J. TEMPORARY SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. WHEN 774E SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE IT SHALL BE REMOVED AND THE TRAP RES70RED TO ITS ORIGINAL VOLUME. MAINTENANCE.• IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTFN7ION WILL BE GIVEN TO THE FOLLOWING ITEMS: A. SEDIMENT BASINS AND /OR 7RAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THA T WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, 774E GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SUIT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORATTON OF 7HE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO 7HE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE 7HA T A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: 1. MS -1. [4(1)] PERMANENT OR 7EMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED WI THIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR 2. MS -2. [4(2)] DURING CONSTRUCTION OF 7HE PROJECT, SOJL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CON7RACTOR IS RESPONSIBLE FOR THE TEMPORARY PR07EC77ON AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON S17F AS WELL AS SOIL INTENTIONALLY 7RANSPOR7ED FROM THE PROJECT SITE. J. MS -3. [4(3)] A PERMANENT VEGETA7VE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETA77ON SHALL NOT BE CONSIDERED ESTABLISHED UN77L A GROUND COVER IS ACHIEVED 7HA T, IN THE OPINION OF 77-IE DIVISION OF SOIL AND WA 7ER CONSER VA 77ON OF 774E DEPAR 7MEN T OF CONSERVA 77ON AND RECREA 77ON, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. MS -4. [4(4)] SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND 07HER MEASURES INTENDED TO 77?AP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING AC77VITY, AND SHALL BE MADE FUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. MS -5. [4(5)] STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDJA TEL Y AFTER INSTALLA 77ON. 6. MS -6. [4(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. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND THE 7RAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DRAINAGE AREAS GREA TER 774AN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY SEDIMENT BASINS THE MINIMUM STORAGE CAPACITY FOR A SEDIMENT BASIN SHA @L BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. 7HE OU7FALL SYSTEM SHALL, AS A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY -FIVE YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULA 77ONS SHALL APPLY TO A BARE EARTH CONDITION OR THOSE COND177ONS EXPECTED TO EXIST WHILE THESEDIMENT BASIN IS U77LIZED. 7. MS -7. [4(7)] CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUC7ED IN SUCH A MANNER THAT WILL MINIMIZE EROSION. SLOPES THA T ARE FOUND TO BE ERODING EXCESS/ VFL Y WI THIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDI7710NAL SLOPE STABILIZING MEASURES UN77L THE PROBLEM IS CORRECTED. 8. MS -8 [4(8)] CONCENTRATED RUNOFF SHALL NOT FLOW DOIWN CUT OR FILL SLOPES UNLESS CONTAINED WI THIN AN ADEQUATE 7EMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN S7RUCTURE.. 9. MS -9 [4(9)] WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PR07EC77ON SHALL BE PROVIDED. 10. MS -10. [4(10)] ALL STORM SEWER INLETS THAT ARE MADIE OPERABLE DURING C0NS7RUC770N SHALL BE PRO7EcC7E -9 SO THAT SEDIMENT -LADEN WATER CANNOT EN7ER THE CONVEYANCE ;SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO ,REMOVE SEDIMENT. 11. MS -11 [4(11)] BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PR07EC77ON AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. MS -12 [4(12)] WHEN WORK IN A LIVE WA 7ERCOURSE IS PERFORMED, PRECAU77ONS SHALL BE TAKEN TO MINIMIZE ENCROACHMEN7, CONTROL SEDIMENT TRANSPORT, AND STABILIZE 7HE WORK AREA TO ;THE GREATEST POSSIBLE EXTENT DURING CONSTRUCTION. NON - ERODIBLE M4ATERIALS SHALL BE USED FOR 7HE CONS7RUC770N OF CAUSEWAYS AhVD COFFERDAMS EARTHEN FILL MAY BE USED FOR THESE S7RUC7URES IF ARMORED BY NON- ERODIBLE COVER MA 7ER/ALS 13. MS -13 [4(13)] WHEN A LIVE WA 7ERCOURSE MUST BE CROSSED BY C0NS7RUC7I0N VEHICLES MORE THAN TWICE IN ANY SIX- MOIN7H PERIOD, A 7EMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF- NON-ERODIBLE MATERIAL SHALL BE PROVIDED. 14. MS -14 [4(14)] ALL APPLICABLE FEDERAL, STATE, AND LO(CAL REGULA 77ONS PERTAINING TO WORKING IN OR CROSSING LIVE- WA 7ERCOURSES SHALL BE MET. 15. MS -15 [4(15)] 774E BED AND BANKS OF A WA 7ERCOURSE SHALL BE STABILIZED /MMEDIA TEL Y AFTER WORK IN THE WATERCOURSE' IS COMPLETED. 16. MS -16 [4(16)] UNDERGROUND U 77LI TY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CR17ERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE 77ME. B. EXCA VA TED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHESS, C. EFFLUENT FROM DEWA 7ERING OPERA 77ONS SHALL BE FIL 1ERED OR PASSED THROUGH AN APPROVED SEDIMENT 7RAPPING DEVICE, OR BO 7H, AND DISCHARGED IN A MANNER THA T DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITF PROPERTY. D. MA 7ERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROM07E STABILIZA 770N. E. RE- STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULA RONS F. APPLICABLE SAFETY REGULA 77ONS SHALL BE COMPLIED IM 7H. 17. MS -17. [4(17)] WHERE CONSTRUC770N VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MAIDE TO MINIMIZE THE 7RANSPORT OF SEDIMENT BY VEHICULAR 7RAC:KING ONTO THE PA VED SURFACE. WHERE SEDIMENT IS IRA NSPOR7E0 (ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 7HCOROUGHL Y AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 774E ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO) A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROWISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LA/ RGER LAND - DISTURBING AC77W 77ES. 18. MS -18. [4(18)] ALL TEMPORARY EROSION CONTROL MEASUJRES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZAT170N, OR AF7ER 7HE 7EMPORARY MEASURES ARE NO LONGER NEEDED UNLESS 0774ERWISE AUTHORIZED BY 774E LOCAL PROGRAM ADMINIS7RATOR. TRAPPED SEDIMENT AND 7HE DISTURBED SOIL AREAS RESUL 77NG FROM4 774E DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANE/N7ZY STABILIZED TO PREVENT FUR7HER EROSION AND SEDIMENT47770N. 19. PROPER77ES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT S17ES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION/ AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCI TY AND PEAK FLOW N?A 7E OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM iOF 24 -HOUR DURA 770N. DUST CONTROL MEASURES WILL BE ADDRESSED DURING ALL STAGES OF CONS7RUC7TON EROSION CONTROL NOTES & NARRATIVE PURPOSE.• THE PURPOSE OF THIS MINOR AMENDMENT IS TO CONSTRUCT A RECREA7IONAL FACILITY SOUTH OF 7HE EXIS77NG WOODLANDS PROJECT. 7HE TOTAL AREA OF DISTURBANCE IS 0.83 ACRES. EXISTING SI TE CONDl TTONS• MUCH OF THE S17E IS CURRENTLY WOODED AND SLOPES SOUTH FROM THE EXIS77NG WOODLANDS DEVELOPMENT TO THE EXIS77NG SHERWOOD MANOR DEVELOPMENT. ADJACENT PROPERTY THIS PROJECT IS BORDERED BY WOODLANDS TO 7HE NOR77% SHERWOOD MANOR TO THE SOUTH. OFF.77E LAND DIS77JRBANCE THIS PROJECT IS LOCATED SOU7H OF THE WOODLANDS PROJECT WITHIN AN EXIS77NG CONSTRUCTION EASEMENT. CRITICAL AREAS• IT IS IMPORTANT NOT TO ALLOW ANY SEDIMENT RUN -OFF DRAIN INTO THE SHERWOOD MANOR PROPERTY. THE CONTRACTOR SHALL CONTINUALLY CHECK AND MAINTAIN THE DIVERSION DIKES AND SILT FENCE TO ENSURE SEDIMENT RUN -OFF DOES NOT EFFECT SHERWOOD MANOR. IN ADDITION, IT IS IMPORTANT TO MAINTAIN 774E SEDIMENT TRAP BELOW THE RECREATIONAL AREA TO CAPTURE THE SEDIMENT BEFORE IT LEAVES THE Sf 7E SEQUENCE OF CONSTRUCTION: 1. NOTIFY ALBEMARLE COUNTY ENGINEERING DEPARTMENT TO SCHEDULE A PRE- C0NS7RUC77ON MEE77NG AS REQUIRED. 2. FLAG THE CLEARING LIMITS AND WOODED AREAS THAT ARE TO REMAIN. J. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 774E CONS7RUC77ON PROCESS WI.7HOUT 7HE APPROVAL FROM THE ENGINEERING OR EROSION CON7ROL INSPECTOR ON 7HE PROJECT. 4.1NSTALL THE CONSTRUC77ON ENTRANCE AT THE LOCA 77ON SHOWN ON 7HE PLANS. AT CONSTRUCRON ENTRANCES WHERE CONSTRUC77ON VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE 774E TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO 774E PAVED SURFACE. WHERE SEDIMENT IS 7RANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 77-IOROUGHL Y AT 774E END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR 77NG TO A SEDIMENT CON7ROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. SHOULD 7HE TEMPORARY CONSTRUC770N ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND 7RACKED ONTO THE PUBLIC ROADWAY, THEN A PAVED CONSTRUCTION EN7RANCE, WA7ER TANKER 7RUCK WITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR. 5.INSTALL THE TREE PR07EC77ON BEFORE ANY CLEARING AC77W TY IS STARTED. 7REE PR07EC71ON FENCING SHALL BE MAINTAINED 7HROUGHOUT ALL PHASES OF CONSTRUC770N. &INSTALL THE EROSION CONTROL MEASURES SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AND MADE FUNC77ONAL BEFORE ANY UP SLOPE LAND DISTURBANCE TAKES PLACE o.ONE (1) SEDIMENT TRAPS SHALL BE INSTALLED TO COLLECT RUNOFF PRIOR TO IT LEA WNG THE SITE. THIS TRAPS SHALL REMAIN FUNC77ONAL AND SHALL BE MAINTAINED DURING 774E OPERA77ON OF 774E 7EMPORARY CONSTRUC77ON ROAD. b.DIVERSION DIKES SHALL BE INSTALLED ALONG POR77ONS OF THE S 17E PERIMETER TO ENSURE RUNOFF IS PROPERLY DIRECTED TO SEDIMENT TRAPS EFFORT SHALL BE MADE TO ENSURE POS177VE DRAINAGE IS MAINTAINED IN 774E DIREC77ON SHOWN ON THE EROSION CONTROL PLANS FOR ALL DIVERSION DIKES. c. SILT FENCE (SF) & SIL T FENCE W/ WIRE BACKING (SSF) SHALL BE INSTALLED AS SHOWN ON THE EROSION CONTROL PLAN. d.INSTALL ANY REMAINING SEDIMENT CON7ROL MEASURES SHOWN ON 774E EROSION AND SEDIMENT CON7ROL PLAN. 7 ONCE ALL 7HE EROSION CON7ROL I7EMS HAVE BEEN INSTALLED AS SHOWN ON 774E EROSION CON7ROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN CLEAR AND GRADE 774E SITE. 8. BRVNG SITE TO ROUGH GRADE AND INSTALL 774E RECREA 77ON AREA 9. SEED AND FER77LIZE DENUDED AREAS. 10. PERMANENT OR 7EMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED TO DENUDED AREAS Wl7HIN SEVEN DAYS AF7ER FINAL GRADE IS REACHED ON ANY POR77ON OF THE SITE. TEMPORARY SOIL STABILIZA 77ON SHALL BE APPLIED WI THIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE 774AN ONE YEAR. 11. THE EROSION CON7ROL MEASURES SHALL REMAIN IN PLACE AN OPERA7IONAL WHILE THE CONS7RUCT70N OF THE RECREA 77ON AREA IS IN PROGRESS 12. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WEN APPROVED BY 774E COUNTY ENGINEER IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZATION OR AFTER 7W 7EMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY 7HE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND 774E DISTURBED SOIL AREAS RESUL 77NG FROM THE DI$POS1770N OF TEMPORARY MEASURES SHALL BE PERMANENTLY S7ABIL /ZED TO PREVENT FURTHER EROSION AND SEDIMENTA770N. SOILS IN THE AREA ARE PREDOMINA TEL Y FILL MA 7ERIAL FROM THE DEVELOPMENT OF 7HE WOODLANDS PROJECT. SOILS WILL BE COMPACTED BEHIND 774E RETAINING WALLS AND UNDER THE CONCRETE SLAB. TEMPORARY SEEDING: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF 77ME SHALL BE SEEDED WITH FAST GERMINA 77NG TEMPORARY VEGETA 77ON /MMEDIA TEL Y FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES k__ �A THAT WILL NOT BE BROUGHT TO FINAL GRADE W1 774/N 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO 7HE SEASON AND S17E COND177ONS FROM TABLES 3.31B AND 3.31C. N07E THAT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUA77ON OF S17E CONDITIONS; TABLE 3.31C PRESENTS MORE IN -DEPTH INFORMA77ON ON THE PLANT MA 7ERIAI C TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. AN EVALUA 11074 SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE 774E ACTUAL NEED ALONG WITH SUGGESTED APPLICA 11074 RATES• TABLE 331-A WMING REQUIREMEIV73 FOR TEMPORARY SITES RH Recommended Application Test below 42 3 tons per acre 4.2 to 5 .2 2 tons per acre 52 to 6 1 ton per acre FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS /1, 000 SQ. FT.) OR EQUIVALENT NU1RlENIS. LIME AND FER77LlZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF 174E SOIL IF POSSIBLE. IF 174E AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, 174E SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. 1RACKlNG WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OF1FN CAUSES UNDUE COMPAC110N OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED VN1N A BROADCAST SEEDER, DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. SEEDINGS MADE IN FALL FOR W INTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. &SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE: STRAW MULCH SHOULD BE USED DURING 1NESE PERIODS AREAS WHICH FAIL TO ESTABLISH VEGETA 11 VE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. PERMANENT STABILIZA TI'ON: PERMANENT SEED /LAG WILL BE APPLIED TO ALL DISTURBED AREAS AS PER 174E PERMANENT STABILIZA170N OF THIS EROSION &SEDIMENT CONTROL NARRATIVE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERI7LIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, FER17LlZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 11074 SEED MIX - ERNMX -114 (45 LBS /ACRE PENNLA WIV CREEPING RED FESCUE, 37.5 LBS ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS Cl � T R. COLLINS 'Z ,U Lie. No. 035791 ass ", I- , , 01VAL Z '¢ z z z a s z z z ZU o� Z Z z O z o o Z o 0 0 � °mmm N a a a °C f oC cC oc c° a a a W �000 uj \ o o Ear PMO M M d- d' L9N W° N N W � W 5 W Wx U UlW Z w W JW 0 O O 00 MR Z W D Z W Q Z CL I W 0 a JOB NO. � 062004 N SCALE N/A ` SHEET NO. a 0 z z z � W W W z W a W W W Z LU H 0 z H 3: D Z g 0 0 0 0 5 0 0 s r F- 3 TABLE 3.31 -C TABLE 3.31 -B S(>RTlAb ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" 21aft DAtes 5=10 Rate ft-lam) Sept. 1 - Feb. 15 50150 Mix of 2t15 S Annual Ryegrass (Ldiium multi m) 911 -figs & 50-100 Cereal (Winter) Rye (Secale cereale) �o Feb. 16 - Apr. 30 Annual Ryegrass Uplium ) 60-100 May 1 - Aug 31 German Millet (Seiaria ,italics) 50 Source: Ya. DSWC ra t TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. AN EVALUA 11074 SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE 774E ACTUAL NEED ALONG WITH SUGGESTED APPLICA 11074 RATES• TABLE 331-A WMING REQUIREMEIV73 FOR TEMPORARY SITES RH Recommended Application Test below 42 3 tons per acre 4.2 to 5 .2 2 tons per acre 52 to 6 1 ton per acre FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS /1, 000 SQ. FT.) OR EQUIVALENT NU1RlENIS. LIME AND FER77LlZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF 174E SOIL IF POSSIBLE. IF 174E AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, 174E SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. 1RACKlNG WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OF1FN CAUSES UNDUE COMPAC110N OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED VN1N A BROADCAST SEEDER, DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. SEEDINGS MADE IN FALL FOR W INTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. &SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE: STRAW MULCH SHOULD BE USED DURING 1NESE PERIODS AREAS WHICH FAIL TO ESTABLISH VEGETA 11 VE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. PERMANENT STABILIZA TI'ON: PERMANENT SEED /LAG WILL BE APPLIED TO ALL DISTURBED AREAS AS PER 174E PERMANENT STABILIZA170N OF THIS EROSION &SEDIMENT CONTROL NARRATIVE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERI7LIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, FER17LlZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 11074 SEED MIX - ERNMX -114 (45 LBS /ACRE PENNLA WIV CREEPING RED FESCUE, 37.5 LBS ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS Cl � T R. COLLINS 'Z ,U Lie. No. 035791 ass ", I- , , 01VAL Z '¢ z z z a s z z z ZU o� Z Z z O z o o Z o 0 0 � °mmm N a a a °C f oC cC oc c° a a a W �000 uj \ o o Ear PMO M M d- d' L9N W° N N W � W 5 W Wx U UlW Z w W JW 0 O O 00 MR Z W D Z W Q Z CL I W 0 a JOB NO. � 062004 N SCALE N/A ` SHEET NO. a 0 z z z � W W W z W a W W W Z LU H 0 z H 3: D Z g 0 0 0 0 5 0 0 s r F- 3 TABLE 3.31 -C l�iD1C'1%I' S S(>RTlAb TZMWpRARY S8l®ING rLAN`I' MATTRLUS, WMING RATES, AND DATES S/l t tllS 2 2t15 S S/1 9 911 $p$C1E3$ 4 ptr►rrr �o a o o0 0 0o r ra t to 4%Lx S ElIS t till 4 4JlG 9 9l1 i i1/1S OATS 9 9 ho. (gyp to 100 *s.. X X - - - - v vas � wrlwies (e.j.. Nobia). WON" s see I.. am 50 IM.) >� : : eti. � b its ll,a., a a.s ibr. x x x x x x - - x x t tlae for lees ba...asRv, +� (tElO@! 4� m mat Iws IIm 3016s.) o oovar. Tolearas cold sad for a�alaanr. elttwtAN MII.LET S SO &L a appmx. 1 lh� - - x x - - - - X X - - w watfoya..oa arara6 t>iss at l6ae tires irk r raaati May be added ea auasarr nira. ANNUAL RY6Cf!<ASta 6 6016a. H HR lbs. X X - - X X X X - - X X M May ba adds/ is rises. WIN iialilM a1hi:0es.o) m maw art ad ara�t slarda wBllFll'ICi I IS lbs.. 5 5y4 acs. - - X X - - - - X X - - w wanrss.oa yrsoerid. Mqr trov>lirllASS t taaa�. ra!Irniw I►ot. dry aloras (BoRm� lllmlN . .ea add.stiidla sells, May be edd�d b aizoi. lCOR6AN 2 25 tea. e eFP�. 114 x x X X - - X X X X - - W Wstw aeaeaa aeersl �a L8Sl�8'L►° I Iba. T Teensess acid aoib. Maybe addaeeo ».. a NarWeanl Piedmoeu � Moantain Sea Irtaees 3.22 -1 and 3.22 -2. b SOaAeern Pi0a160M and Coeapd Plaln. � MW be rued ar s cover crop with seedias. d May be used u . oo+ra eeap with tan i• X May be plroted tlanveea mac dlaes. - � ,opt be piuMed benle�en these dtlei. r TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. AN EVALUA 11074 SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE 774E ACTUAL NEED ALONG WITH SUGGESTED APPLICA 11074 RATES• TABLE 331-A WMING REQUIREMEIV73 FOR TEMPORARY SITES RH Recommended Application Test below 42 3 tons per acre 4.2 to 5 .2 2 tons per acre 52 to 6 1 ton per acre FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS /1, 000 SQ. FT.) OR EQUIVALENT NU1RlENIS. LIME AND FER77LlZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF 174E SOIL IF POSSIBLE. IF 174E AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, 174E SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. 1RACKlNG WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OF1FN CAUSES UNDUE COMPAC110N OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED VN1N A BROADCAST SEEDER, DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. SEEDINGS MADE IN FALL FOR W INTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. &SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE: STRAW MULCH SHOULD BE USED DURING 1NESE PERIODS AREAS WHICH FAIL TO ESTABLISH VEGETA 11 VE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. PERMANENT STABILIZA TI'ON: PERMANENT SEED /LAG WILL BE APPLIED TO ALL DISTURBED AREAS AS PER 174E PERMANENT STABILIZA170N OF THIS EROSION &SEDIMENT CONTROL NARRATIVE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERI7LIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, FER17LlZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 11074 SEED MIX - ERNMX -114 (45 LBS /ACRE PENNLA WIV CREEPING RED FESCUE, 37.5 LBS ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS Cl � T R. COLLINS 'Z ,U Lie. No. 035791 ass ", I- , , 01VAL Z '¢ z z z a s z z z ZU o� Z Z z O z o o Z o 0 0 � °mmm N a a a °C f oC cC oc c° a a a W �000 uj \ o o Ear PMO M M d- d' L9N W° N N W � W 5 W Wx U UlW Z w W JW 0 O O 00 MR Z W D Z W Q Z CL I W 0 a JOB NO. � 062004 N SCALE N/A ` SHEET NO. a 0 z z z � W W W z W a W W W Z LU H 0 z H 3: D Z g 0 0 0 0 5 0 0 s r F- 3 sl�eurivG BATS l l�iD1C'1%I' S S(>RTlAb S/l t tllS 2 2t15 S S/1 9 911 $p$C1E3$ 4 ptr►rrr �o a o o0 0 0o r ra t to 4%Lx S ElIS t till 4 4JlG 9 9l1 i i1/1S OATS 9 9 ho. (gyp to 100 *s.. X X - - - - v vas � wrlwies (e.j.. Nobia). WON" s see I.. am 50 IM.) >� : : eti. � b its ll,a., a a.s ibr. x x x x x x - - x x t tlae for lees ba...asRv, +� (tElO@! 4� m mat Iws IIm 3016s.) o oovar. Tolearas cold sad for a�alaanr. elttwtAN MII.LET S SO &L a appmx. 1 lh� - - x x - - - - X X - - w watfoya..oa arara6 t>iss at l6ae tires irk r raaati May be added ea auasarr nira. ANNUAL RY6Cf!<ASta 6 6016a. H HR lbs. X X - - X X X X - - X X M May ba adds/ is rises. WIN iialilM a1hi:0es.o) m maw art ad ara�t slarda wBllFll'ICi I IS lbs.. 5 5y4 acs. - - X X - - - - X X - - w wanrss.oa yrsoerid. Mqr trov>lirllASS t taaa�. ra!Irniw I►ot. dry aloras (BoRm� lllmlN . .ea add.stiidla sells, May be edd�d b aizoi. lCOR6AN 2 25 tea. e eFP�. 114 x x X X - - X X X X - - W Wstw aeaeaa aeersl �a L8Sl�8'L►° I Iba. T Teensess acid aoib. Maybe addaeeo ».. a NarWeanl Piedmoeu � Moantain Sea Irtaees 3.22 -1 and 3.22 -2. b SOaAeern Pi0a160M and Coeapd Plaln. � MW be rued ar s cover crop with seedias. d May be used u . oo+ra eeap with tan i• X May be plroted tlanveea mac dlaes. - � ,opt be piuMed benle�en these dtlei. ESSENTIAL. AN EVALUA 11074 SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE 774E ACTUAL NEED ALONG WITH SUGGESTED APPLICA 11074 RATES• TABLE 331-A WMING REQUIREMEIV73 FOR TEMPORARY SITES RH Recommended Application Test below 42 3 tons per acre 4.2 to 5 .2 2 tons per acre 52 to 6 1 ton per acre FERTILIZER SHALL BE APPLIED AS 600 LBS /ACRE OF 10 -20 -10 (14 LBS /1, 000 SQ. FT.) OR EQUIVALENT NU1RlENIS. LIME AND FER77LlZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF 174E SOIL IF POSSIBLE. IF 174E AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, 174E SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. 1RACKlNG WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OF1FN CAUSES UNDUE COMPAC110N OF 774E SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFEC77VELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED VN1N A BROADCAST SEEDER, DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO j DEEP. SEEDINGS MADE IN FALL FOR W INTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. &SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE: STRAW MULCH SHOULD BE USED DURING 1NESE PERIODS AREAS WHICH FAIL TO ESTABLISH VEGETA 11 VE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE- SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. PERMANENT STABILIZA TI'ON: PERMANENT SEED /LAG WILL BE APPLIED TO ALL DISTURBED AREAS AS PER 174E PERMANENT STABILIZA170N OF THIS EROSION &SEDIMENT CONTROL NARRATIVE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERI7LIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF THE FOLLOWING; TOPSOIL - 2" DEPTH, LIME - 2 TONS /ACRE, FER17LlZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 11074 SEED MIX - ERNMX -114 (45 LBS /ACRE PENNLA WIV CREEPING RED FESCUE, 37.5 LBS ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS ACRE ANNUAL RYEGRASS & 15 LBS /ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS Cl � T R. COLLINS 'Z ,U Lie. No. 035791 ass ", I- , , 01VAL Z '¢ z z z a s z z z ZU o� Z Z z O z o o Z o 0 0 � °mmm N a a a °C f oC cC oc c° a a a W �000 uj \ o o Ear PMO M M d- d' L9N W° N N W � W 5 W Wx U UlW Z w W JW 0 O O 00 MR Z W D Z W Q Z CL I W 0 a JOB NO. � 062004 N SCALE N/A ` SHEET NO. a 0 z z z � W W W z W a W W W Z LU H 0 z H 3: D Z g 0 0 0 0 5 0 0 s r F- 3 PMO M M d- d' L9N W° N N W � W 5 W Wx U UlW Z w W JW 0 O O 00 MR Z W D Z W Q Z CL I W 0 a JOB NO. � 062004 N SCALE N/A ` SHEET NO. a 0 z z z � W W W z W a W W W Z LU H 0 z H 3: D Z g 0 0 0 0 5 0 0 s r F- 3 — "INV i ZZ ZZ i 00 i M / 472 470 i i 468 466 \ \ _ 1 106 462 Q 465 466 466 464 462 — — — 460 Table 16 Sediment Trap design (spec 313) I -- �- - -__ -._ _ �_ _ _-- .- __.__,--- _._.___--- -__.Y_ -------- _ - Sediment Trap 2 desn _ , z 'drainage area (acres) ( <3) w '. —. trap wlumes I I ' CREST OFSTfN1E ;YYEpt I— __ elevation (ft)i area (sf) %dume(cf) �_.__..._.... volume(cy)P z __ ...._._ - _....__.. __.___.'___. - -_._ _._.�.. �___ -_ _ - -. 462 765 _ _ 0.01 ! d" W 991 876 464 1224! 1, 981 4: 32 uRVSroftucE � * � w+a� 465 14641 3,3231 12311 w w J 466' -- 19631 5, 031 186 3 WET ST PAGE D - ___ . _ .. -- -_ - - -... _ __ _. _.._ _. . _. _ _ _. h p;aocwufn) v wx _ - -- w__.__________. Q o M1ER'cLMN afNb � wet storage z z atv _- _ -._ °_ -• -- _ --... ---._--__ ___._— .______ —__ i- .___.._.._.._,_ wet storage required (cy) (67*13A) .._ ._ .__.. 56.3; -SM RAPE 313 -4 A912PPYE~ ClA3SIIlMP bottom of stone weir (ft) 463 6I wet storage provided at this elevation (cy)' slope of wet storage sides a 5 : Iweir length ft 6xDA _ - _ - - -- -T -µ- 0- bottom of trap elevation (ft)� 462 dry storage required (cy) (67 "DA) µ� µe56.3' M_µµ _ y_ 'bottom trap dimensions:___ _ . crest of stone weir - - - -- top of dam elevation (ft) _ _ -- _._ 466 d storage dry Drags provided at this elevation (cy� dry -� -56.3 �- - - - -��- top width of dam (ft) -_ o 4 slope of storage sides ; 21 top trap dimensions z I� I l "•�� - =- iii— - 1 WN LIMITS' OF\PISTI��BANC r - NN Ni- FOR \70'03 AC 1 . . / . • MEN BASE. ROAD TO BE E ED NC, RE -STA ILIZE6 i — — i \ \ WITH GRASS ONCE E LA O ND S C MPL'ETE — — R h D.A. EDI TRAP AN THE AREAS ABIL ED \ -- — 1 \ -0 84 AC \ TP \ _ -- \ \ \ 462 - D \ \ l T(�EE\,PR81 1EC710 TO \ PROTEC T EX STI E: LI N �— SF \ \ \ \ \ \ SAFETY FENCE — — — _ spa. NOTE. ONT-Ft CT6R S LURE LA ANIr') � — TREE TURBED W THIW T E 5EF EST TIO AREA W 2 REES OF TH: S SPEC i �� I S \ / �G F' C -ALE— AND - ---- AND CALI I 1 / \ i / / � I c 0 Sta• 5� �s2� 40 eo IN FEET ) 1 inch = 20 ft CORD FENCE 44!��PLASTIC FENCE CORRECT METHODS OF - r. --w-00 CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Tp FENCING AND ARMORING NO SCMP (PER STD. & SPEC. 3.38 OF VIRGINIA EROSION do SEDIMENT CONTROL HANDBOOK. 3RD ED.) ATEACH MIER FABRIC - EUP ET INTTO P7REN I rN STAKE POSS' MIN. BACCAKVA7L�7E�Opp AND C0 AC7£!J 4•x4. 7R£NCH SILT FENCE sF (W1 TROUT WIRE SUPPORT) No SaNx \I \\ I \ \ SCALE: 1"=10''11 CGIUNW aoNS�x. OnVANCE >r 1�oa MGM AMII{T 1N Q� af>ra� f�i'ill SDE EliYA71DN [ we �7r IM. ..wr i>� iffy sot am a N�rr i� 1r Mr. •—ffs so�sost�s�rar ao■rmMr + a■40 VM sr , , MII11R �••- .,..- •---tr rte. .rac. rns�awr= . SECiIAN A—A r A rI1rRMr MR1 N sP a 1' • � M A M MI 1 06 MF I.r t,5,*Nffiw Tw !R k1Vxw an ... III IIpJ1��IL�n 1 � J 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE LINE THE WIRE FENCE AND EXTEND EXCA VA TED SOIL. OF POSTS IT INTO THE TRENCH. FLOW FLOW SlL T FENCE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. sF (Wl TH WIRE SUPPOR T,� NO SCALE r� G� SCO T R. C0LLINS 2, U Lie. No 1035791 ,1�. IONAL E�G�� U o o L9 (31 F- z z w w f w � z z w I— H fY C1�A N z d" W Q) M � Z w w w J a w D r—r ° z Z Q o WN z z z z 11-1 z z z a 5 : w a a 0- z Q 0 U- Z Z Z O z o o 0 0 �w Z :Z aZ o z � o CL ^ 0— 0— i ° Z w 0 to a co a ad a lu' W 0 0 o mawa � C w O o U 0 to w U � v0 O o O LU 0 z �0 cew U w °' a� L Of U o o L9 (31 M z ryIIII; C1�A N z d" W Q) M � o a L � Q J a r—r ° Z Q o WN O a� W w N N Q dz W Q zo Cj z z Q °w sw w z �w Z :Z aZ � �.j CL ^ 0— 0— i ° Z V� W J 0- s o lu' W 0 0 o � C N c O o U U U � � 3 W 0 z �0 U w °' a� L z �X X � a� f o t ° w W o 0 rn C) W Z� w v1 z s z z O g o Z° w� U O L z� W Q 'U J C o 0 w w O ... w o 0� ` W,C O oo o • ° o O Z C U 0 M 0 x , U U N .L�• L � C OU w J p ° Q� '"f W U a fn . 0 JOB NO. ° 062004 0 vi j SCALE AS SHOWN � 3 ° � L a� SHEET NO. a o 6 W � -C 3