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Home My WebLink AboutWPO202100068 Plan - VSMP 2022-03-14�j SITE DATA OWNER: PLAN PREPARER: TAX MAP PARCEL No: PARCEL AREA: ZONING: EXISTING USE: PROPOSED USE: BUILDING HEIGHT: MAGISTERIAL DISTRICT: JONATHAN NYSTROM 12417 GROVE AVE RICHMOND VA 23220 ROUDABUSH, GALE & ASSOCIATES, INC. 999 SECOND ST SE CHARLOTTESVILLE, VA. 22902 (434)-977-0205 7-29A 30.57 ACRES RURAL AREAS VACANT SINGLE FAMILY DETACHED 35' MAXIMUM WHITE HALL TOPOGRAPHY: (LIDAR) GENERATED FROM TERRAIN DATA FOR THE UNITED STATES AND ITS TERRITORIES USING USGS 10 AND 30 METER DIGITAL ELEVATION MODEL (DEMS) FROM THE NATIONAL ELEVATION BOUNDARY: BOUNDARY INFORMATION IS GIS DATUM: VERTICAL - NAVD 88; HORIZONTAL - NAD 83 FLOODPLAIN: THE DEVELOPMENT ON THE SUBJECT PROPERTY IS LOCATED WITHIN "ZONE A" AS SHOWN ON FLOOD INSURANCE MAP COMMUNITY PANEL NUMBER 51003CO105D EFFECTIVE DATE: FEB 4, 2008. RELATED APPROVALS: FDP202100003 THE RIPARIAN PROTECTION AREAS ARE SHOWN PER GIS DRIVEWAY SLOPE NOT TO EXCEED 16.0%. DRIVEWAY CULVERT STA 20+50 Invert Elev Dn (ft) = 729.00 Calculations Pipe Length (ft) = 17.00 Qmin (cfs) = 2.54 Slope (%) = 2.94 Qmax (cfs) = 2.54 Invert Elev Up (ft) = 729.50 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (cfs) = 2.54 No. Barrels = 1 Qpipe (cfs) = 2.54 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 2.55 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 4.03 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 729.94 HGL Up (ft) = 730.14 Embankment Hw Elev (ft) = 730.41 Top Elevation (ft) = 733.00 Hw/D (ft) = 0.73 Top Width (ft) = 10.00 Flow Regime = Inlet Control Crest Width (ft) = 50.00 Elev(fl) 734.09 7m on 731.00 7311.® 730-00 Maw i11100 0 STA 20.50 2 4 6 B 10 12 14 16 16 20 22 24 l7 G0111rt;vdq®d 11GL - Emhm EROSION AND SEDIMENT CONTROL LEGEND 3.02 EOTRANCETION CE 3.05 SILT FENCECULVL SF 3 PROTECTION CIP 3.09TEMPORARY DIVERSION DIKE DD }� 3.17 STORMCHAONNELYANCEOUTLET SCC 3.18 PROTECTIONIEMPORARY OP 3.31 SEEDING TS - �- 3.32 P S ERMENANEDING TC- *REFERENCE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) FOR DETAILS REGARDING INDIVIDUAL CONTROL MEASURES. I\ H. Depth Ih 450 3.50 2.50 M 0_% _um AM 26 Rush [M [T07A 91-41 a] =1 a] Y Co]: 1167_1 S4111 A_r I N] 1 NYSTROM DRIVEWAY EROSION & SEDIMENT CONTROL PLAN CULVERT DA C = 0.40 A = 0.97 AC Tc = 5 min Q10 = 2.54 cfs ALBEMARLE COUNTY, VI RG I N IA TM P 7-29A CLEAN WATER CLEAN WATER DIVERSION EAST DIVERSION WEST C = 0.40 A = 1.44 AC Tc = 5 min Q10 = 3.77 cfs C = 0.40 A = 0.30 AC Tc = 5 min Q10 = 0.79 cfs SCC TYPICAL SECTION SCC1 WP0202100068 KEY IN MATTING 6"-9" EC-3 Protective Linina VICINITY MAP SCALE: 1"=1000 FEET SHEET INDEX 0.9 =5 0.3 CA Tc 12 Q2 Slope Allow n select n=.03 n=.05 n-.015 110 Q10 DEP Type of Lining STA STA WS CA WS CA WS CA Inc Acc ft/ftVel Vel Qn VEL DEP Qn DEP SCC 6 19 18 10 0.021 30 0.035 300 0.207 0.262 0.262 5.0 5.5 1.43 0.050 4.0 0.05 5.25 0.07 2A5 0.40 0.02 0.31 7.07 1.85 0.29 EC-3 18 17 10 0.021 30 0.035 300 0.207 0.262 0.524 5.7 5.3 2.76 0.040 4.0 0.05 5.68 0.14 2.65 0.53 0.04 0.41 6.84 3.59 0.41 EC-3 17 16 5 0.01 30 0.035 20 0.014 0.059 0.583 6.3 5.1 2.96 0.140 4.0 0.05 9.25 0.15 4.32 0.43 0.04 0.33 6.63 3.87 0.48 EC-3 16 15 5 0.01 20 0.023 10 0.007 0.04 0.623 6.7 5.0 3.10 0.150 4.0 0.05 9.60 0.15 4.48 0.43 0.05 0.33 6.52 4.06 0.49 EC-3 15 14.5 5 0.005 1 5 0.003 10 0.003 0.012 0.635 7.1 4.9 3.09 0.040 4.0 0.05 5.85 0.15 2.73 0.56 0.05 0.43 6.40 4.07 0.49 EC-3 SCC2 ROADSIDE DITCH CALCULATION Protective Lining 0.9 0.5 0.3 CA Tc 1 12 1 Q2 Slope Alloy n select n=.03 n=.05 I n=.015 110 DEP Type Lining STA STA WS CA WS CA WS CA Inc Ace R/R Vel Vel Qn VEL DEP Qn DEP Q10 of SCC 6 24 23 10 0.021 5 0.006 5 0.003 0.03 0.03 5.0 5.5 0.16 0.150 4.0 0.05 4.60 0.01 2.15 0.14 0.00 0.11 7.07 0.21 0.29 EC-3 23 22 10 0.021 5 0.006 20 0.014 0.04 0.07 5.8 5.2 0.37 0.150 4.0 0.05 5.63 0.02 2.63 0.20 0.01 0.15 6.81 0.48 0.41 EC-3 22 21 10 0.021 5 0.006 200 0.138 0.164 0.235 6.4 5.0 1.18 0.150 4.0 0.05 7.55 0.06 3.52 0.30 0.02 0.23 6.60 1.55 0.48 EC-3 21 20.5 10 0.01 5 0.003 300 0.104 0.117 0.351 6.9 4.9 1.73 0.040 4.0 0.05 5.06 0.09 2.36 0.45 0.03 0.34 6.46 2.27 0.49 EC-3 SITE APPROVED by the Albemarle County Community Development Department Date 03/14/22 File WP0202100068 SHEET 1---------- COVER SHEET SHEET 2---------- EROSION & SEDIMENT CONTROL PLAN SHEET 3---------- EROSION & SEDIMENT CONTROL DETAILS SHEET 4---------- STREAM BUFFER MITIGATION PLAN SHEET 5---------- STREAM BUFFER MITIGATION PLAN LIMITS OF DISTURBANCE = 1.60 AC QUALIFIES FOR AGREEMENT IN LIEU OF PLAN FOR SWM PLAN BECAUSE THE DRIVEWAY IS BEING CONSTRUCTED FOR THE PURPOSE OF ESTABLISHING THE FIRST SINGLE-FAMILY DWELLING ON THE SUBJECT PROPERTY [§§' 17-403.B]. PERMANENT SEEDING* MIXTURES FOR THE PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL - KENTUCKY 31 OR TURF -TYPE TALL FESCUE - IMPROVED PERENNIAL RYE GRASS - KENTUCKY BLUEGRASS HIGH MAINTENANCE LAWN - KENTUCKY 31 OR TURF -TYPE TALL FESCUE GENERAL SLOPE (3:1 OR LESS1 - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP* LOW -MAINTENANCE SLOPE (STEEPER THAN 3 - KENTUCKY 31 FESCUE - RED TOP GRASS - SEASONAL NURSE CROP* - CROWN VETCH** 175-200 LBS. 95-100% 0-5% 0-5% 200-250 LBS. 100% 128 LBS. 2 LBS. 20 LBS. TOTAL 150 LBS. 108 LBS. 2 LBS. 20 LBS. 20 LBS. 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.)IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. Ts TEMPORARY SEEDING* 0 TABLE.331-B - F ACCBPTABI.B TEMPORARY SBBDING PIA�NT .1r�TlRIAI 4 'QQICR ELCMIU (CE FOR AIL REGIONS' Rate Spctlrd tt,e-/acre) Sept. 1- Feb. 15 50150 Mm of Amual Ryegraas ( nx. mu10-0omm1 A 50 100 Cereal (winter) Rye (semie cereale) Feb. 16 - Apr. 30 Annual Ryegass 60-100 (Lou. multi florum) May 1- Aug 31 Geralav Millet 50 (Setaria italics) - - -- source: Va. DSWC * TEMPORARY SEEDING 3.31 TO BE USED TO STABILIZE DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 14 DAYS. APPLY PERMANENT SEEDING 3.32 ONCE FINAL GRADE HAS BEEN ACHIEVED. SEEDING RATE NORTHa SOUTHb PLANT SPECIES 3/I 511 8/15 2/I5 5/1 9/1 CHARAC'CEWTICS Acre 1000 ft to to to to 4/30 8/15 11/I 4/30 9/1 11115 OATS - 3 Int. (up to 100 tbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). (Avena saliva) not less than 50 lbs.) RYEa 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter Secale cereale not lea rhea 50 tbs.) cover. Tolerates cold and low rnOi.tore. GERMAN MILLET 50 lbs. appmx. 11b. - X - - X - Warm -season annual. Dies at not Setaria italics frost. May be added to summer nixes. ANNUAL RYEGRASS` 60 lbs. I Ih tbs. X - X X - X May be added in mixes. Will Lolium rrmlti-Flomm) mow out of most stands. WEEPING 15 tbs. 5'h oia. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes rosfis urvula and acid, infertile soils. May be added to mixes. KOREAN 25 tbs. appmx. I1h X X - X X - warm season annual legumo. LESPEDE2.Ae lbs. Tolerates acid soils. May be amestde ar ati laces added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. e May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May not be planted between these dates. A FFF'III Q 3 ~ Z 01 Q Q Q W O vi ¢ U K a M 00W = o Ora 0 o z� U) ��t------,,, w t:7 M LL 0 Z rn rn C1 % N 8- CC Q a 0 a w N W, Lj > z o rn > a 19 w Q U OUNOJ rn rwnFa a mr=U �o ��yTB °F Par r Dustin EE.`.GGreennee Uc. No. '0 55833 '647� *0 3/7/22 61+ e&&ZONAL B� z Q z z I - U 101 J (n > O J I� Z U � w U Q 111 N Q w LL LuW Qz 04 2> �0 � _ O Q LU U) X °C 06 Q U, Q J O _ H_ OU) _ Wz 3 DATE: 03-19-2021 SCALE: AS SHOWN JOB: 20-1962 FILE: 20-1962 SHEET: 1 OF 05 z 0 d it 0 W a 0 o� ti z z Z W W O d o 0 c3 W Z Z 00 W r N� N 0 0 0 N M 0 0 Z •--I N DESIGNED BY: DEG DRAWN BY: ARC CHECKED BY: DEG o\P.GA\TMPR0I\20.1962-NyID9m Dirve Crossing\DWG\E86 Nandxg, 39/20221:13'55 PM, Aut D PDF(General notumenm6on)p6 prz d 4/ 40111 APPROXIMATE / / /•/ / // / / / / `/ / LOCATION WPO BUFFER (GIS) \ 1 / / I •t 100YR FLOODPLAIN/ I f \ / /✓ / / / / , / / / / / STREAM EDGE OF \ / , / / / / / / CREEK \ \/ /l I / // // / // /40 J// / j / / 1 I I l \ \ I I l • / • f / / / / / / / / / / — / — i 10YR WSE I I LIMITS OF � / ' % / . • /� ' DISTURBANCE f l� / / 10YR WSE / / / / �i / / / —' � ' 11111 /or / / I I//� WPO BUFFER (GIS) \� I / I • •'ry' • I I I// // // // / / / A-/ B1J CKMOUNTAIN \ / \ / \ yk (\ 1 \ 1 .\� .. // �100YR WSE j �// / / X4� 1 \ \ / / I I 100YR WSE � � \ r � r� \ � � CREEK CROSSING � //% l • / � I I f l 1A�� / �7 ) QS � / / /• / / / I / / / // /,, QSF I �_SF �/WPO BUFFO (GISJ / / �/+ SF 7r 4"C>�' '� ® / /•� —e', t cam• lr.,' ,q.9% / —/ \ X� SF ;.a.�, / Z �/ a� �, 1,� �y U1VAT0 / t /X.�_ l I ,�s PS ��, SF // �.� -Y s MUDDY RUN ,' 4_ �g6 / 10YR WSE /� CROSSING �� 9� TP LIMITS OF / ! /I DISTURBANCE V HEMIdAL SECONDARY I _ .•.r / STORAGE , CONT44MENT I / •' PALLP V. i 10YR LIMITS • /; I � I I I I r ..• \ 1 F .•.`• \ � � I I I\ � I \ � .••• \mil •I I I �•'•� �� J 1 I �I I � \� �\— � '. 1. '> .. f t r N / : • • I ,\ lti ice! I I I I`/ < \ \r/ � • • • . � • .'' I 1 \ NOTE: THE OWNER MAY DRIVE THROUGH THE STREAM TO INSTALL THE BRIDGES PER VMRC PERMIT ary ti I I IS OF / / // / ♦/ I / / I / / / // / / D TU�RBANCE j / / / / �/ 1 • I I I / / // / / /+� / I • ! I I II DRAIN I / APPROXIMATE LOCATION •\ a, I - �— ,/ / // // // / // // // / I / / / Y2 STREAM EDGE,@f�\ u+ CREEK ' 1 30 0 30 80 90 SCALE: 1' = 30' o L / / / I / , �+ / �} oT, \ \00 Ir00010 I I I I I I I ♦ A A 1 \I A l 1V A V AV \ \ \ �FD SwF� I I / I I I I I 1 \ V A v+� i LU ILL, v v v- 00 // ,. I I I I I I I I I I I A \ v v v v v �� v tioU A\ ca cr-Q I I I I 1 1 I I 1 \ \ \ \ �\ �\ �'�" \ \ `\ \\ \ \ l \/} I ~ I II II 11 I \I I \ I I\ \ RAIN `\ \\ \\\ \\ \\ \— �o \ \ \ \\ \\ \ \ I I v~i =� I 1 1 1 I \ \ FIELD \ �\ \ �\ \ �� .o• \ \ \ \ \ \ \ A \ �� v V `� ` v `v F))y WATCHLNE tM MEE�v \ 1 SF 1 \ 30 SEQUENCE OF CONSTRUCTION 1. PRIOR TO ANY LAND DISTURBANCE, CONTRACTOR TO HAVE SURVEYOR FLAG CLEARING LIMITS. NO CLEARING OR GRADING IS ALLOWED OUTSIDE OF LIMITS. PERMANENT SEEDING SHALL BE APPLIED TO AREAS WHERE FINAL GRADE IS REACHED. 2. INSTALL CONSTRUCTION ENTRANCE TO GAIN ACCESS TO THE SITE. INSTALL SILT FENCE, AS INDICATED ON THE PLANS, ENSURE THAT SILT FENCE IS PLACED 1 FOOT ON THE DOWNHILL SIDE OF ALL SILL AND OR ABUTMENTS SO THERE IS AS LITTLE EARTH MOVING ACTIVITIES ALONG THE STREAM BANK AS POSSIBLE. NO STREAM DISTURBANCES SHALL OCCUR WITH THIS EROSION & SEDIMENT CONTROL PLAN. 3. PLACE BRIDGES ON CONCRETE SILL OR ABUTMENTS. 4. BUILD THE STORM WATER CONVEYANCE CHANNELS AND CLEAN WATER DIVERSIONS AS SHOWN. 5. UPON FINAL STABILIZATION AND WITH THE APPROVAL OF THE E&SC INSPECTOR EXTERIOR MEASURES MAY BE REMOVED. NOTE: IT SHALL BE THE CONTRACTOR OR OWNERS RESPONSIBILITY TO ADHERE TO REQUESTS FROM THE COUNTY'S E&S INSPECTOR TO ADD OR MODIFY E&S MEASURES DURING CONSTRUCTION. UNMW EXISTING TREELINE PROPOSED TREELINE 10YR WATER SURFACE 100YR FLOODPLAIN •••••••••••••• GIS WP BUFFER LIMITS OF DISTURBANCE STREAM WATERLINE CUT/FILL AREA 6" CRUSHER RUN 2" - 1 LAYER #3 STONE 10' 0 ' 27 CROSS SLOPE 0.5' ti• 2� 0 3O BO 9O DRIVEWAY TYPICAL SECTION STA 11+28 to 11+75 STA 12+10 to 13+93 1"=30' A W Q) N O N N Q ❑ J 8 N a M 3F> O ;go Z w z< w Q I a¢ w U z Ow a0 Z J < m OU U Q J Z Z� 2Q FDir 0 Z @ N rn acr ¢ w a a Q w > N J W U O a ¢ ❑ F J Q S a w OU U N OJ N F Q z a a u 0 MJ a 0 O z In I- z z 0 a o 0 � u zz 7) D 0 0 N N O O w p O O 0 0 C5 N DESIGNED BY:j DEG DRAWN BY: I ARC CHECKED BY: I DEG o}�$syTa op pr�c �`/ lr U Dustin E. Greene Lia. No. 4 AQ 55833 OA 3/7/22 ti} 1 ZONAL 4'�6 z� az a C U 00 L Q ( zUm: O>- NL U Q LU L F— W\ � c w F / 0 wp �< U) CC G [ H L Oc ` wz DATE: 03-19-2021 SCALE: 1 "=20' JOB: 20-1962 FILE: 20-1962 SHEET: 20F 05 Q.WGA\TMPR0I\20.19U 'E OUTLET TO �T AREA WITH DEFINED CHANNEL d 50 =1 0% — J— d= T SECTION A —A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR APRON LINING SHALL BE ENTIRE PERIMETER SECTION A —A FILTER APRON LINING SHALL BE _ET TO INED ass d 50 — 0% — d= T "KEY-9 RECOMMENDED FOR ENTIRE PERIMETER Outlet Protection Table Outlet Pipe Apron Upstream Downstream Stone Structure Diameter Discharge (cfs) Length (ft) Apron Width Apron Width (ft) Depth Riprap Stone Size (in) (ft) (in) 1 12 2.54 6 3 9 12 Class Al CWD EAST N/A 3.77 6 4 10 12 Class Al CWD WEST N/A 0.79 6 4 10 12 Class Al •'• ENSURE THAT OUTLET PROTECTION IS BUILT AT 0% SLOPE NOT TO SCALE SILT F,,,.,, FLOW Silt Fence *DISIANCE IS b MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW Stone Combination 1.0' 1.5' h _ *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN "HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED. SILT FENCE OUTLET DETAIL oP (SPECIAL DESIGN) SILT FENCE t� I 112" 6, OUTLET CROSS SECTOIN PERSPECTIVE VIEW CLASS 1 RIPRAP CULVERT INLET PROTECTION 3.08 (CIP) NOT TO SCALE 4.5' MIN Compacted Soil Flow GROUND 70' MIN. FILTER CLOTH 6" MIN. q SIDE ELEVATION 12' MIN. VDOT #1 COURSE AGGREGATE ' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 7 70' MIN. WASHRACK 10' MIN, __"�POSITIVE DRAINAGE TO SEDIMENT B TRAPPING DEVICE PLAN VIEW FILTER CLOTH SECTION A — A REINFORCED TEMPORARY DIVERSION DIKE 3.09 (DD) NOT TO SCALE Provide energy dissipators EXIST. (SCC—ED) as required to GROUND reduce velocity and prevent FIFV scour, at end of diversions. acted Soil —Filter Fabric Clean Water Flow 4.5' MIN CLEAN WATER DIVERSION DIKE (CWD) NOT TO SCALE NOT TO SCALE SECTION B—B EXISTING PAVEMENT 1 MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 10' MIN. DRAIN SPACE CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 2. EXCAVATE A 4" x 4" TRENCH 1. SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES. MAX _ 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. F% SHEEI FLUW INSIALLAIIUN (PERSPECTIVE VIEW) i ~ ~ 4` 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. POINT A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE DETAIL - 3.05 (SF) NOT TO SCALE Q N w O N N ¢ J 8 N ❑ M a 3F> w O� z aW Q ¢ ¢ w O T Q0 w O 0 aJ Z ¢ m 00 0 o Q 2¢ J Z ZO 1n > LL y o Z N rn a¢ a a W > w (n vw uLLi Z O Q ¢ O a ❑ Z m a ¢ w U OU OJ N 0�< = rn W ¢ a rn W UCn DESIGNED BY: DEG DRAWN BY: ARC CHECKED BY: DEG o}�$SyTH pg pr�c lr U Dustin E. Greene C. N0 55833 �4 A�OA 3 �g870NAL Z az J _ z a u) 0 .J U) > 00 w Ir m __I Ir tr O U N W U JJ Q a 0 a Z W LLI Z w 2 > A 0 < o Q � U) X 06� �N J cr Q 0 H Wz � z O a oc u 0 w r a p O z z z z w w o a o 0 oC V U u "-' p z z � � 0 0 N N Foo a V cn p o 0 N M 0 0 Z DATE: 03-19-2021 SCALE: 1 "=20' JOB: 20-1962 FILE: 20-1962 SHEET: V OF 05 Q.WGA\TMPR0I\20.19U i LINETYPE EXISTING TREELINE PROPOSED TREELINE 10YR WATER SURFACE 100YR FLOODPLAIN WATER PROTECTION BUFFER LIMITS OF DISTURBANCE WATERLINE . . . . . . . . . . . . . . . . . . . . . , STREAM BUFFER MITIGATION STREAM BUFFER IMPACT AREA TOTAL = 23,104 SF (0.53 AC) IMPACT AREA A 5,163 SF IMPACT AREA B 7,807 SF IMPACT AREA C 10,134 SF STREAM BUFFER MITIGATION/REPLACEMENT RATIO - 2:1 MITIGATION AREA REQUIRED = 46,208 SF (1.06 AC) MITIGATION AREA PROVIDED = 46,209 SF (1.06 AC) MITIGATION AREA #1 = 28,589 SF (0.65 AC) REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC 455 CONTAINER -GROWN SEEDLINGS PROVIDED: 455 CONTAINER -GROWN SEEDLINGS MITIGATION AREA #2 = 10,308 SF (0.24 AC) REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC 168 CONTAINER -GROWN SEEDLINGS PROVIDED: 168 CONTAINER -GROWN SEEDLINGS MITIGATION AREA #3 = 7,312 SF (0.17 AC) REQUIRED: 700 CONTAINER -GROWN SEEDLINGS/AC 119 CONTAINER -GROWN SEEDLINGS PROVIDED: 119 CONTAINER -GROWN SEEDLINGS TOTAL PLANTS REQUIRED = 742 TOTAL PLANTS PROVIDED = 742 PLANT SCHEDULE PLANTING AREA#1 QNTY. I BOTANICAL NAME COMMON NAME COMMENTS CONTAINER -GROWN SEEDLINGS CANOPY TREES 42 Acerrubrum RED MAPLE 27 Diospyrosvirginiana AMERICAN PERSIMMON 29 Quercus bicolor SWAMP WHITE OAK 37 Quercus palustris PIN OAK UNDERSTORYTREEES 30 Amelanchierlaevis ALLEGHENYSERVICEBERRY 251 Prunus americana AMERICAN PLUM SHRUBS 30 Hamamelisvirginiana WITCH HAZEL 351teavirginica VIRGINIASWEETSPIRE 20 Lindera benzoin NORTHERN SPICEBUSH 35 Rubus occidentalis BLACK RASPBERRY 30 Sambucus Canadensis AMERICAN ELDERBERRY 27 Vaccinium angustifolium LOWBUSH BLUEBERRY 27 Vaccinium corymbosum HIGHBUSH BLUEBERRY 31 Viburnum dentatum SOUTHERN ARROWWOOD 30 Viburnum prunifolium BLACKHAW VIBURNUM 455 TOTAL PLANT SCHEDULE PLANTING AREA#2 QNTY. I BOTANICAL NAME COMMON NAME COMMENTS CANOPY TREES 17 1 Acerrubrum RED MAPLE CONTAINER -GROWN SEEDLINGS 11 Diospyrosvirginiana AMERICAN PERSIMMON 11 Quercus bicolor SWAMP WHITE OAK 9 Quercus palustris PIN OAK UNDERSTORYTREEES 11 Amelanchierlaevis ALLEGHENY SERVICEBERRY 9 Prunus americana AMERICAN PLUM SHRUBS 91 Hamamelisvirginiana WITCH HAZEL 111teavirginica VIRGINIASWEETSPIRE 11 Lindera benzoin NORTHERN SPICEBUSH 11 Rubus occidentalis BLACK RASPBERRY 15 Sambucus Canadensis AMERICAN ELDERBERRY 11 Vaccinium angustifolium LOWBUSH BLUEBERRY 11 Vaccinium corymbosum HIGHBUSH BLUEBERRY 10 1 Viburnum dentatum ISOUTHERN ARROWWOOD 11 Viburnum prunifolium IBLACKHAW VIBURNUM 168 TOTAL PLANT SCHEDULE PLANTING AREA#3 QNTY. BOTANICAL NAME COMMON NAME COMMENTS CANOPY TREES 15 Acerrubrum RED MAPLE CONTAINER -GROWN SEEDLINGS 12 Diospyrosvirginiana AMERICAN PERSIMMON 5 Quercus bicolor SWAMP WHITE OAK 7 Quercus palustris PIN OAK UNDERSTORYTREEES 12 Amelanchierlaevis ALLEGHENYSERVICEBERRY 5 Prunus americana AMERICAN PLUM SHRUBS 9 Hamamelisvirginiana WITCH HAZEL 9lteavirginica VIRGINIASWEETSPIRE 3 Lindera benzoin NORTHERN SPICEBUSH 7 Rubus occidentalis BLACK RASPBERRY 9 Sambucus Canadensis AMERICAN ELDERBERRY 5 Vaccinium angustifolium LOWBUSH BLUEBERRY 7 Vaccinium corymbosum HIGHBUSH BLUEBERRY 9 Viburnum dentatum SOUTHERN ARROWWOOD 5 Viburnum prunifolium BLACKHAW VIBURNUM 119 TOTAL I I • • 1 / 00 /• lZ / l / �/ / I • 1 \ MITIGATION PLANTING AREA #1 � / 1 PROPERTY LINE 28,589 SF \'\ 1� \� \ \ \\ \\\\ \ \ ` \ \ \\ I / _ J /'J\ / / ' •. ;1 1. ( ' // \ \ \ \ \ \ \ \ \\ \ \ \\ � \ \ \ , \ \ I I I I I I I I I IIII � / /' \ ♦ � / ♦ I \\\ v\ '1 t \\, 1 1 \� � I I II I I II I I I I'�� ((' •..•••.,••\��v� / �• � ••'/' (/0 I I II i � � / /' ,/ //',/' / ,' � 'III',',; �;ll'\� i ; ', '•� i/i ; 40 I / / / / / / , I I 1 I/r i i i II lIl�i I III I'I \\\ \\\ \ \\\\\ \\\ \ \\I II'\\\\I \,'I � � � 111�(/�/( (� )•, I , \ \ \\ I , \III , � / l/�III� `/\� ` , /r .• 1 1 \ \ \ \ \ \ 1 I I ,`////,ll I /, III I'• l' L / l,I 11 , sl I II�1111�//ll / I - 'r � ' I / / I I I I IIII I r e I I• / / �' l (/11,11 I f I /•� /� 1 / / ' I I/,�IIIIIIIII'IIIIII11111IIr\ / /./ 1 // /III''Ott IJ 1 J) /' ,//////,/// ///////I////� ( /;;'/////' ////�►/�'IlJ�1� //� / J / / // ♦ // / / J III � / 1. 1 / / / // / / ' // // / / // // / I /• _ / / r / �i / / ♦/ / \ //• ri / / 411 // / // , I•I MATCHUk E SHEEr5 / / ' / r I \ 1 I r �/ter / ♦ I\ �/ I /I II w MITIGATION �/ \ 101308 SF \ I PLANTING AREA #2 / � J I ' 1•' ••� ; �� ' AATCHLIN� SHEET 5 30 0 30 60 90 SCALE: 1" = �I A w oo;o w m ❑ J N O 0 z zQW� 0) < _ -> 0 cr a z w ° y 0: w x OU N cAd ° pin = o U 0 UQ o Z cr x r°-� > wZ 0 — rn m N aw a uwj N ui z O Q ¢ O ❑ o > a a Z w U O N M Nw¢ a Roo DESIGNED BY: AG DRAWN BY: AG CHECKED BY: JLT z 0 a a N 0 a 0 z � O z 0 c.2 w 0 0 0 z Y N"� AM RGE IxNo. 40�0018 �LL zz zz J Cn � Q z0 Jz 0= 0 U N m Q Q �Q � � o �w�z� W > o � W m � m t] w Q � W z DATE: 9-24-2021 SCALE: JOB: 20.01962 FILE: DRIVEWAY PLAN SHEET: 40F 5 Q\P.GN\TMPR0I\20.1962 - NySp'Om DirvCx3y Cm55ing\DWG\E&$ %dndxg, 39/20221:12:12 PM, AutOCAD PDF (Crtn«dl DJ[um<nb40n)p6 F, LINETYPE EXISTING TREELINE PROPOSED TREELINE 10YR WATER SURFACE 100YR FLOODPLAIN ••••••••••••••••••••• . WATER PROTECTION BUFFER >• LIMITS OF DISTURBANCE WATERLINE - PLANT SCHEDULE SEEDING MIX Ontv. Botanical Name Common Name Comment 23.80% Panicum clandestinum Deertongue Tioga Seeding Rate - 20lbs per acre with 30lbs per acre Rye cover crop PLANTING AREA#1 5.6lbs Seed Mix 6.9lbs Cover Crop PLANTING AREA#2 9.8lbs Seed Mix 14.7lbs Cover Crop 20.00% Elymus virginicus Virginia Wildrye 15.50% Andropogon gerardii 'Niagara' 'Niagara' Big Bluestem 12.00% Carex vulpinoidea Fox Sedge 5.00% Carex lurida Lurid Sedge 5.00% Carex scoparia Blunt Broom Sedge 4.50% Carex lupulina Hop Sedge 4.00% Verbena hastata Blue Vervain 2.00% Heliopsis helianthoides Oxeye Sunflower 1.50% Cinna arundinacea Wood Reedgrass 1.00% Asclepias incarnata Swamp Milkweed 1.00% Juncus effusus Soft Rush 0.50% Eupatorium perfoliatum Boneset 0.50% Helenium autumnale Common Sneezeweed 0.50% Zizia aurea Golden Alexanders 0.40% Aster novae-anglia New England Aster 0.40% Aster puniceus Purplestem Aster 0.40% Aster umbellatus Flat Topped White Aster 0.40% Monarda fistulosa Wild Bergamot 0.40% Penthorum sedoides Ditch Stonecrop 0.40% Pycnanthemum tenuifolium Narrowleaf Mountainmint 0.40% Scirpus cyperinus Woolgrass 0.30% Lobelia siphilitica Great Blue Lobelia 0.10% 1 Solidago rugosa Wrinkleleaf Goldenrod Ernst Conservation Seeds, Inc. Seed Mix - ERNMX-154 Floodplain Mix or Equivalent MATCH -LINE SHE-&4 \ WPO BUFFER (GIS) ` / '": /r \�.• � /� , :'I / // // // // // �/ : / . •' 11 / / // / / /40 10YR WSE 4e/ I I l\ 1 / / �■I ! l ) I' I � I � I 1 B CK MOUNTAIN\ 00YR WSE 100YR WSE r( r CREEK CROSSING \� � l \ • '� // \� • • / �1/ ) I � // , / 1 I 1.7� sF STREAM -BUFFER MITIGATION GENERAL PLANTING NOTES i l / l �a�/ / / ti / / v I r k 1 1. IF IT IS NECESSARY TO KILL OFF ANY INVASIVE UNDESIRED SPECIES WITH I HERBICIDES, SITE PREPARATION SHOULD BEGIN IN THE FALL PRIOR TO THE / / / ( \ �I A �` ' / /4�'/ �r•O \ / / ' ' /� / ' / TREE PLANTING AND SEEDING. UNDESIRED SPECIES MAY INCLUDE MULTIFLORA / / / / ��/ ) 6.7% / _ /' ROSE, HONEYSUCKLE AND OTHER SPECIES DEEMED TO BE INVASIVE BY THE / v07 -� / / : '" r;� r �•9% -/ ya - SF �• l / / / VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION. THE HERBICIDE / / / � v/ � �� DUMPS �! SHOULD BE APPLIED BY A LICENSED SPRAY TECHNICIAN USING A NON -TOXIC, l / / h �! je R PS BIODEGRADABLE HERBICIDE TO CONTROL UNDESIRABLE VEGETATION. / / �I !'' ', 1 w p$ / / cpp / I / / ( / 1S. ` f ,i• SF /.. �'YY YYWY YYY', / MUDDY RUN IMI S OFj 2. FOR AREAS THAT ARE STABILIZED WITH EXISTING GRASS COVER, MOW AND l 1 dG \ AERATE AREA PRIOR TO PLANTING AND/OR OVERSEEDING. I / i!+ - , ( 6&6 �. // J 10YR WSE I` / j CROSSING / ��` / . •� J D T BANCE 3. FOR AREAS THAT ARE DISTURBED AND NOT STABILIZED WITH EXISTING GRASS 9 1 I 1 ( i TP { LIMITS OF } ` 2 • / / + COVER, AREA SHALL BE PREPARED AND ORDERED BY TILLING OR SCARIFYING / fl' I I TO A MINIMUM DEPTH OF 2". TEST SOIL PH; THE PH LEVEL WITHIN THE ll ,y /I SECONDARY DISTURBANCE I ; 1 l /� /� r 1 1 • ` J Jy �> I l / I l /, / / / `/+/ GENERALIZED ROOT ZONE OF STREAM BUFFER MITIGATION PLANTINGS SHOULD / 5,- VOW C CCOLNNMENT /I \ WPO STREAM BUFFER ... 4+J� BE TESTED AND BROUGHT TO WITHIN A RANGE of 9.0 TO 7.0. THE PH �' VO 'E ' ( \ �d •. •.. 1. L I\; ADJUSTMENTS CAN BE MADE USING POWDERED LIME. / ! / \ . \ I M PACT AREA B �+' " \ 4. ALL PLANTING PATTERNS SHALL BE RANDOM AND MIXED TO MIMIC NATURAL �y //- �/ A WPO STREAM BUFFER ` \ \ I :' /� ' ' 1� LANDSCAPES. ,0' ; � ( I I 7,807 SF "- \. • CONTAINER GROWN SEEDLINGS -- AVERAGE OF 8' ON -CENTER / \ \ IMPACT AREA A 1 I I E . I / I • '� \ / I / / / /� / / +� ' 5. VEGETATION SHOULD BE PLANTED AS SOON AS THE AMBIENT SOIL 5,163 SF \ 10YRLIMITS ./; I� / 000, / TEMPERATURE IS ABOVE 41' F THROUGH MAY.P �' ;� 1 �V A (\ / //• I �; ; : I /II I/ i/�� 6. PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED / I / ' • _\ / I I I .� \ •1 (• I I I / �/ } / / ONSITE MUST BE PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE I �' •• •'. I I : \ \ \• .� \ `- �- + / / PLANTS SHOULD BE STORED IN A PROTECTED AREA UPON ARRIVAL IN ORDER I /MATCHLI SHEET 4 MITIGATION PLANTING AREA #2 � 10,308 SF/-- J J � , / .;'' I o /•/// / /`//(/.'� (\�\ \ ) < / I / � l if \ \\ .:• � ` > � •• •/ 1 MITIGATION PLANTING AREA #3 •j _� /�� ///•� � i • - III � .I % / 1 I / � / ►, I I I I f J \ \ / I APPROXIMATE h\ 1 � LOCATION 100 OODPLAIN 1 KSTREAM EDGE OF CREEK r/ \ _ I LIMITS OF lOYRWSE / I DISTURBANCE II J+ WPO BUFFER (GIS) I\ / III / / r TO SHADE THEM FROM EXPOSURE TO THE SUN AND DRYING WIND. TREES I I .r , I \ _ •. • / { AND/OR SHRUBS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY / ( ;• ••' 0. \ •; , I II I \> ••.\� SHALL BE KEPT WELL SHADED, PROTECTED, AND WATERED. ALL DAMAGED I ••.. �• \ ti \ I\ \ • • .I PLANTS AS MULCH AUNLESSREMOVED THEARE DO STORAGE WHEREUPON THEY MAY BE USED / JI .• \ v \ I II j I / \ \\ '; /'� 7. HOLES EXCAVATED FOR THE SEEDLINGS SHALL BE 3-TIMES THE CONTAINER DIAMETER OR AT LEAST 6 WIDER THAN THE BARE ROOT DIAMETER. THE HOLES MAY BE EXCAVATED EITHER BY HAND SHOVEL OR BY POWER AUGER. EXCESS Z.� ' ( I // / I \� /7 SOIL GENERATED FROM THE EXCAVATIONS SHALL BE DISPOSED OF RANDOMLY \ OVER THE SITE. ' =' - I L� / - - .•_ _ = 8. THE PLANTS SHALL BE SET AT THE SAME DEPTH THAT THEY WERE GROWN IN AND THE TRUNK SHOULD BE SITUATED NEARLY PLUMB. STREAM -BUFFER MITIGATION MAINTENANCE NOTES 9. AVOID PLANTING SEEDLINGS/WHIPS IN EXTREMELY DRY, HOT OR WINDY CONDITIONS. HEAT AND WIND CAN QUICKLY DRY OUT LEAVES AND ROOTS. 1. VISUALLY INSPECT PLANTING AREAS ON AN ANNUAL BASIS. 10. WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY AFTER PLANTING. A. RESEED BARE SPOTS WITH A MIXTURE OF GRASS, PERENNIAL AND/OR WOODY VEGETATION SEEDS. USE NATIVE 11. FOR DISTURBED AND UN -STABILIZED AREA, THE AREAS COMPACTED BY FOOT SPECIES ONLY. OR VEHICLE TRAFFIC SHALL BE AERATED PRIOR TO RESEEDING AREA AFTER B. IDENTIFY WEED PROBLEMS WITHIN THE PLANTING AREA. TREES AND/OR SHRUBS HAVE BEEN PLANTED. o. CONTROL WEEDS AS SOON AS POSSIBLE BEFORE THEY GROW OUT OF CONTROL. WEED CONTROL METHODS WILL VARY, BUT MAY INCLUDE REMOVAL BY HAND, MOWING, SELECTIVE USE OF HERBICIDES, MULCHING, AND OTHER 12. FOR DISTURBED AREAS, BROADCAST THE SUGGESTED SEED MIX BY HAND OR INTEGRATED VEGETATION MANAGEMENT (IVM) TECHNIQUES. MACHINE EVENLY OVER THE PLANTING AREA AND FOLLOW WITH A LIGHT RAKING OR ROLLING TO ACHIEVE GOOD SEED -TO -SOIL CONTACT. COVER WITH A LIGHT b. CONTINUE WEED CONTROL UNTIL WOODY PLANTS ARE FULLY ESTABLISHED IN THE PLANTING AREA, NORMALLY 2 TO LAYER OF STRAW MULCH. 3 YEARS AFTER PLANTING. C. INSPECT AREA FOR EVIDENCE OF HIGH DEER BROWSE PRESSURE OR RODENT POPULATIONS. 13. FOR OVERSEEDING AREAS, THE SEED CAN BE BROADCAST BY HAND OR a. IF THERE IS EVIDENCE OF HIGH IMMORTALITY RATE, CONSIDER AVAILABLE OPTIONS FOR CONTROLLING PEST MACHINE DIRECTLY AFTER AERATION OF SOIL. PROBLEM SUCH AS FENCING TREE SHELTERS AND TREE CAGES TO REPELLENTS INCLUDING IN -SOIL SYSTEMIC 14. NO STORAGE OF HERBICIDES OR OTHER AGRICULTURAL CHEMICALS SHALL BE TABLETS, FOLIAR SPRAYS OF MANY TYPES AND ACTIVE INGREDIENTS. PERMITTED NEAR THE PLANT STORAGE OR MITIGATION AREAS. D. CHECK SURVIVAL IN LATE FALL AFTER SECOND YEAR TO ESTABLISH SURVIVAL RATE. MINIMAL SURVIVAL IS 490 15. ALL WOODY PLANTS AND SEED MIXES SPECIFIED ARE NATIVE SPECIES. ANY AND PLANTS/ACRE OR A 70% SURVIVAL RATE FOR SEEDLINGS. ALL PLANT OR SEEDING SUBSTITUTIONS MUST BE NATIVE. CONTRACTOR TO a. IF THE SURVIVAL RATE IS NOT AT THE SPECIFIED MINIMUM AND REPLACEMENT PLANTINGS ARE WARRANTED, VERIFY THAT ANY SUBSTITUTION IS A NATIVE EQUIVALENT AND NOT ON THE PLANTING AREAS SHOULD BE SURVEYED TO TRY TO IDENTIFY THE LIKELY CAUSE OF THE PLANT MORTALITY. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION INVASIVE SPECIES SOURCES OF THE MORTALITY SHOULD BE CONTROLLED AND MITIGATED FOR PRIOR PLANTINGS REPLACEMENTS. PLANT LIST. E. CHECK FOR NATURAL REGENERATION. WHERE ABUNDANT, LIMIT FURTHER MOWING UNLESS SITE IS PRONE TO VOLES OR INVASIVE PLANTS. F. IF TREE TUBES ARE USED, REGULARLY INSPECT THEM TO MAKE SURE THEY ARE NOT TOO TIGHT ON THE TREE, THAT SMALL ANIMALS OR INSECTS HAVE NOT BUILT NESTS INSIDE THE TUBES, AND THAT THE TREE IS GROWING PROPERLY. REPLACE OR REMOVE THE TUBES AS NEEDED. G. IN YEARS 3-5, PRUNE AND THIN TREES AND SHRUBS TO ENSURE ADEQUATE GROWING SPACE AND OPTIMAL GROWTH RATES. 2. VISUALLY INSPECT PLANTING AREAS AFTER MAJOR STORM EVENTS. A. IF STORM DAMAGE IS PRESENT, FIX EROSION DAMAGE THEN REPLANT AREA AT THE MINIMUM PLANTING RATE FROM THE ORIGINAL PLANTING PLAN OR RESEED MANUFACTURES' RECOMMENDED APPLICATION RATE 3. IF POSSIBLE, AVOID WORKING IN THE RIPARIAN AREA BETWEEN APRIL 15 AND AUGUST 15. DURING THIS TIME PERIOD, DISTURBANCE CAN BE DETRIMENTAL TO A VARIETY OF WILDLIFE, BECAUSE OF MATING AND NEWLY BORN WILDLIFE. �o, aNPnn pfints:. li �iner an®K,,: .gyp„ treawmifiat �*An APPROXIMATE ' LOCATION •\ STREAM EDGE C)F-, •\ RE�K Z Append& C- P/andn8 DeWLLi APeExuix C - J'i.,uvTwG DETAILS Da par leu,'r.'.maeM,:� 0 s 9oyg' 3GI x d lt3rd 4&¢ISCm,>arl Win (�IdSh sr�"��ehrsd�s°d�emNv�� W'" rra�r•Rp �zv.e.y.wwR 3'xnawNYINNwN'mUi--tom / Y 51�rNJtl MAml:nuVlr D`uan"mieen»M"ww--- d..nMwramr.M.- lanMx»meF ruV.» I _' _ =111L hl-'.: µWf4XIIVYINM�. IenebW Mrte/1tY SE»MM n<p[ lysa.s-au.w�rmvcwd Shrub and Groundcover Planting Detail Riparian Buffers Guidance Manual I f i 6f0 t- � I I WPO STREAM BUFFER ' I M PACT AREA C 10,134 SF I 1 \ \ 1 1 I I \ 1 \ \ \ \ \ \ \ 1 \ 1 I I I 1 I 1 1 1 1 I I I I 30 0 30 80 90 SCALE: 1" = 30' �I A ono ❑ J N o� Z Q0 Q 1 4¢ w O W W W x UU N o pin $ o cild U UQ o z� x r°-n' o WZ 0 - rn m N aW a W N > w O Q ¢ F J O ❑ o > a a w U O N 3 Nw¢ r m�a DESIGNED BY: AG DRAWN BY: AG CHECKED BY: JLT Er z 0 a a N 0 a 0 z O� 174 z 0 z c� w 0 0 d z0 zz zz J Cn � Q z0 Jz 0 U N m Q Q � DATE: 9-24-2021 SCALE: JOB: 20.01962 FILE: DRIVEWAY PLAN SHEET: 50F 5 Ck\P.GN\TMPROI\20.1962 - NySp'Om DirvCx3y Cm55ing\DWG\E&$ %dndxg, 3P/20221'2136 PM, AutOCAD PDF (Crtn«dl DJ[um<nb40n)pt3