Loading...
HomeMy WebLinkAboutWPO202000027 Plan - VSMP 2020-10-07VSMP PLAN LEGEND EXIST NEW DESCRIPTION c x 125TC TOP OF CURB ELEVATION 16' x. 12- SPOT ELEVATION 165TW x 12'TW TOP OF WALL ELEVATION 165BW x. 12'BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER Fo ROOF DRAIN SEWER LINE WATER LINE GAS LINE D.E OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC OHT OVERHEAD TELEPHONE LINE ITT UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE - - - ----- VACATED PROPERTY LINE BUILDING SETBACK - �- PARKING SETBACK A DRAIN INLET (DI) A❑ 0 STORM/SANITARY MANHOLE E PLUG ®° WATER VALVE & BOX ♦ FIRE HYDRANT ® WATER METER ♦� LIGHT POLE UTILITY POLE SANITARY EASEMENT -- — GRADING EASEMENT - DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM --312- 12 INTERVAL CONTOUR --30U - —oo— INDEX CONTOUR CG-_ CG-2 STANDARD 6" CURB CG- e CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 1a to PARKING COUNT . ■ . . ■ . CROSSWALK HANDICAP ACCESSIBLE AISLE ,la za CG-12 HANDICAP PARKING NOTE: SIZES OF THE SYMBOLS MAY VARY AS SHOWN ON SHEETS. OWNER / DEVELOPER Owner: (TMP 66-43 & 66-43A) Eldon Farm, LLC P.O. Box 68 Keswick, VA 22947 ZONING RA DISTRICT Keswick LEGAL REFERENCE Tax Map 66 Parcel 43 DB 4415 PG 618 Tax Map 66 Parcel 43A DB 4415 PG 618 Property Address: 1097 St John Rd Gordonsville, VA 22942 BUILDING HEIGHTS Building Heights: TBD EXISTING USE Primary: Residential Single Family Home Secondary: Agricultural Minor: Forest PROPOSED USE New Residence & Outbuilding LAND USE SCHEDULE EXISTING Area % Building 6,280 SF 4.70% Pavement 27,090 SF 20.27% Impervious Area 33,370 SF 24.97% Managed Turf 100,272 SF 75.03% Open Space 0 SF 0.0% Total- 133,642 SF (3.07 ac.) PROPOSED Area % Building 23,200 SF 18.11% Pavement 20,658 SF 16.12% Impervious Area 43,858 SF 32.82% Managed Turf 84,242 SF 63.03% Forest/Openspace 0 SF 0.0% Total= 133,642 SF (3.07 ac.) LIMITS OF DISTURBANCE: 3.07 AC SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary & Topographic Information provided by: Roger W. Ray & Assoc., Inc. 663 Berkmar Ct. Charlottesville, VA 22901 434-293-3195 Field & Arial Survey Performed: February 17, 2020 Benchmark & Datum: NAD83 Virginia State Plane South NAVD 88 ELDON FARM LODGE TAX MAP 66, PARCEL 43 & 43A ALBEMARLE COUNTY, VIRGINIA VICINITY MAPSCALE: I "=2000' IMAGE PROVIDED BY GOOGLE MAPS SHEETINDEX C1 COVER C2 EXISTING CONDITIONS & DEMOLITION PLAN C3 SITE, UTILITY & GRADING PLAN C4 EROSION & SEDIMENT CONTROL NARRATIVE CS EROSION & SEDIEMNT CONTROL PLAN PH-1 C6 EROSION & SEDIMENT CONTROL PLAN PH-2 C7 EROSION & SEDIMENT CONTROL DETAILS C8 EROSION & SEDIMENT CONTROL DETAILS APPROVED by the Albemarle County Community Development Department Date 10/07/2020 File WP0202000027 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM M. SHIMP a Lic o.45183 � -k1V870NAL 1 N VSMP PLAN ELDON FARM LODGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 2. 7/31 /2020 3.9/23/2020 FILE NO. COVER 20.021 C1 ------------ -------------- -- � / \�\\\ \\\ \\ \\\ \ \�� ---_---—_--_—��\ \ \\\\\\\\\\ I /� \ I o 1 - �� — 30' ROW — — \ \ __ __ \\\ \ \\ \\� \\� \\,•\���\\\\\� I I III :I// — — maI �/� ,/ -so,�' ,/;/ :- I m//,/ I / c•` \I —/�� —�——� /`mms— / —:—:._PROI Px — �—/� /—_ f'_ '—� _—, � __a ,._,�I .-�-6- — \--�;.;\\.;.—•�..9�.v.; � Ie;� �._-ma. _omti,'. - -: —+i ��>:�' P\�:: ,\;;s,�.i�:;'x��';��r:�;_/•/ '"/•w,:+.'=ew: \'° � � \\ \ \I —\_ , �\ // l \��/: •\+�. r�: a`i�m 6��I A/ _ //�,I \ AI —IIgi/—�s n+ .IIII I —NO ._�:\.—F. • ��• P :::.+�;•�:::�:�.:;.m.,;:: �•:� \;;•�_::'\:�..— IA /-All lI1// TMP 6F-43 ELDON,+LLCArt 4�15PC 6>8 248. + ++:; 'W :::::::::::::��lllJ/i.. .......... m c� 7/ERY II II xv j�I��I•I m /) ' // I.�� / I� / / . \1 I \ •gin �N ( \\ Y�' '• :1 s •/° / // jI •l1/yp//1AJIl � SHIMP g . �j: 11 l ENAGINREEEMRIENNG / I I +! m / / •x: / TMP 66-43� '/ \ — \ ;; ) r F a� +& / I� ]i f / / & � � I � >� � 812 E. HIGH 3T. / I EL ON LLC CHARLOTfESVILLE VA, 22902 618 I AC\ /., \ — zgr a &, $+ L x�N.�� / / / / i46E}— _ \ a :+o: • / / /yJ77 %/rl l/i./ / ; 11 / ,Nr/ I I \ ry+ . & -il & \• / / I�4 ..\: / l/ l l°'.jT[�///l� \ ©V \ � e" � .� .' �& •`. CLI �2n � � }m`,PAMJIXGI.: _ 6^: / ///// / / / I I. O� \ —� — — a° \ ❑ ❑ N^z $ S -^----�._7,•,'. 4 &- 'I f •o�P \ \ N- ga gym• YU 5 \ — — w — —+m /�e •— — — • _ / 111 /llll/'%Yl�l f�l / i l l I I RAT t GA N < g C t RA -- .fi cE y 6 _ / — -- / / r .nJ4E w A n _ \ U m / `\ '?_m 'm / ' / — — / — / / / — — \ `� / l/l 111/� ll�l //�/ • U v \ \ ` — '— — as `. ,_ _�� / I �._,./ i �" \ � sp - — — e�a. / � / / / / / — / / / / _ / m •.\/`\ \ \ \ \ \ �i pro_ / ///// // � / / / 11 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM Lf�?c M. SHIMP a 0183 20 11A1 ECG — --- � �—.— �mSP ` o ` � � ,� ➢g�_ � m�_, I • RP __-___--_�_��-__ —_—_�__\ - —_ —�\:..-_fi—x= \ m�v�a --------•rT i i�----- ——/— --�—-- ---- -- -------/'— / —� � // ✓b/i / _ —� — \ �_ \`� \\ \� `—_ ---_—— � — /`/�� % /�i// //l// VSMP PLAN ELDON FARM —456- -455- -456-- ELODGE -45& ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 —_-- __-44� �_ __ ___� �\\�����\�� -- ---- T— — _---44r_—_--_ ---- _---- •/� —/�i //// REVISION: — — — — — — — — — — 2.7/31/2020 — � �,�� / �_ \ \ .\(I \ \ \ \ — � / _— ' / i per' i / _ - - - / / •// —_ _ _ — — — — \ i \ \\ — — — — — — _ — — — — — — i _ — — — — — — — _/ — ✓ / ///� "LY'X-� _ ROPERT --- — — — ,—_---------_`-----___� / --- — FILE NO. p 20.021 oy - EXISTING CONDITIONS +m ____ _ __ _ __ __ �___ _ � / �� — -- '' / _ �\.I &DEMOLITION PLANCPA + — _—_--_— _ _ ---- — — C2 — — - / +a zzznrriw z a amaa'ie zags — F� \ , // // / N6�/ 6'/./• / /l/ //// - n/ /5 /� �//P// �/ oo /`///- / �/ •/ / / / // ///�� / ///P/ I / / / // �1/ / /// / !�/m�//�g�,� �/�• �1 a// �u •�//] ��' �/a/ tA�-A.�.) �I, �I "/\ /� . I /II/ 1/lIg /� �/ //-3/>\ '://��"-.��_ /\��/" �_\=\ I/ .. _-/_1_', \ . �F—'1N'e^J' w-� A�— \_12'0 °�//_ :�/•�af�— • �------�J-''/- —// -//_-��—e/./ -�/ -,— P//DRBO�--P�L1flEIkBRT�JfTsY=I 3.LI1I��N/E\ N//./ ��/-��i v_ ,2._�5•'' - _ �` _ •/ — I/_ _4_� e_ —• —/AFa`_V Y _—/— _ _ \M\ _-- ,�•••`�\�>/�L6 -� I /_\ —/R.— ��•m_7 _ a�•ti� • \Vi/\m// . _�V�i\ `q \ 1 /����/ 1/ -/ \\� /J\.+m\�e3w z- �\\\ \I v +\s\1 —�62+3I 0+0a— T\Fc—sE\age 2c R\ i�= \ .NE�W\\P�'AJ D\ { / IV\E—W+.A_ V Y \-\ 2; \ �� _ . /u\ /� / \\SP —��4\5\0+\.20 �\\\ _\ \\\ + �\-5`R \\ z\D��D �s�\��\ D. � 6�N74.J61D2�LvR �0�6 INI�� TD OfY�1s0�3�./ a2 \�--/I _l/ TE�— — — — — — — R \ — — �-7 TBlS\Z. -4 -- v f=s04—.,4. 6p45J—`59.c .9— _30 .— _60�m \ 0— —22R—_N��46X 0, — 61 a — •_a—JC\\tR.V.a C — \\`\ ;I '/ l I \I I\I �/•'�\I' \ I�\/�• \I\, \ / �I I /3 /\, � I\\/i /� \/�)/\^ \/II / \ I�\/�'/l�_ .'/�/�.9 I��i�S\ � ' /'r\ � 1/l� i1/�I//�I \\�/I_/l/ ��l/ Cl/lIIIi/�lS�\I\ �/\�•�/I/l\/l'll \l//,�,/l1,1�/ '% %�/ �l �� 1/I�/r/ \/ :I �\�\�I'l �/I��1 D�l•\l/Z\I \/„7lIi /�l/// \ �il/\l/^ /��1�l�/l/I11 7a1,/�l /Il)// R�/I /�/ /\ /\�////l///� ll///� /I/ \ / /I '/ \ /%�/�//\/\/I1_/ '�! II11lII,•./ III I1I � �//�l, l/ / II�I I/ III�/�II I• I /�• 'Im/� % JII\1. I 41 l I /•�II I I GRASSED MEDIA ROW z 450 460.36o m + 460.5 -,s& � TP6_— _ W RESIDENCE I-4 DON LL --,NE MEGRa 01 E, _4 5 PC 6 8 w 461.00 RD + 2.2 Do 7 6R: 40.90 TD NEW 25' 459.50 GR-A NEWD — OUTBUILDING FEE 463'-10" WPAEDRIVEWAY LDO 0 +40.85 �040.85 BS 461.00 I U' 9 -C 481.00O 458.70 w ,0^ v01, / Y&I + pTD 80.47 460.85 M460A7 ECOURTYARD 61.004/6SHIMP / F D R//�� 60.75 ENGINEERING2/ - /l � / / I Il1l 1// �I /---- _—\\-- —\--- — _\—\ILL- _—/ — --/\\ /— I- —_--_—\—__ -I_ I\I/ — —_—- —�— I 1--- y- iL=/�s//-I m_ -/i-__�_ _i-� 1 b� //_`_J__-//- / — _ -I�% /_� . \ --/ J £___�6I—,r0\ / \m\-s_ " _ — — \-�---_-�, F_£_- - I — _---- �— — —---__5_— � �--'— —__—__— _�—_\Z--_4-�` /i\�` _�P•\' �_\/ _ —\ _\/-��\/ _/__I�- \ �\-\\4` \G�-JQ_\ � \�� \ _�m£�\aF- \�N,- •\ \��o�o-�\\� —\ �O ____ �I I ` -�-- `-----l�am_—_--`__-� �, \� — —__\��`�_.- - — it _T—_—KI e--—•t__—5u _S —^�/_— _.--I_I _ a-\y- _e \--_— \ � - _—r_-----__` _p--_—•—/�,_ �_'—�—� -- �-1_1 _I- � -- \— —..—,_�_—A -'m ;/ — A —m�_�/—. '1_ E1� — T— JI /� i `s_�=�``m— ._ / /—/Qm•/ G om--—_ —4--4\$s-6g6\— m — 4emA'_, \/—_ / _ -_ / / \/_ -- —/—/� —'_ —/ _—/—/ --_-i�' -- _ -- — �-- -— / /'—— -_--_ _ i ----W- _2 —_ `--^— /-_// — I —/' --=/ - — —_�--=— _ _— _--__=— /�—/_�— /—/-' —/ — / __/— —S —_ x/ /_a/ —= -_--_ _//_/-— __ ---/B_---�R/�—r/ 691- aN/ —/c/ —/ j/—//_5_8=/—(.'0 1� 5/5_ ,�-0—t-_�P-�c —/ L_ N77Ds/-/s—D0 :--a--�a— _� _ � =-_\z_�__ 9s\\\_/\\_`_B�_�\�\�\ •_—"\\ %_ \_\ A --m�_\ 7\ �_\_%�`\\\� _`-�_-\_\\��\-_-\\— - \' \- -_P/— a�_-5�_/ 8_T./� G /— �Y4i_06✓\ 50/_.� _ '_\ /_�iJ //'—-/%_i_/ /cfi�j u//.y/ s//,e/-- _/.'/ �,� /�// -!_�/_ // r// r ////� ,% �/,/ '/�ll//l,cilI/Il/ l////�l�/l`/ll �_l,r l�l/ _l� //l//`/ �lIp L/l �/// 1• /t/// �/ �. I I II LAND PLANNINUG A -oO PROJECT 9MANAGEMENT NEW COURTYARD %M A\ PAVED PARKING P66-436040 $y460:40 ELDON, LL/CHARLOTTESIALLE VA, 22902 JUSTIN@SHIM L�Pr- �ENG✓'� Ia NE ERING.COM912 E. HIGH ST. 434.227.5140 ` y 4PB\44>+ 23v18�WI 60.SCAPE S IPAC\ � xl�NDSCSE STRI ter VED DRIVEWAY GRASNEP 161A _ °s` \m_wA ° STORY GFRARAME AGL4SMsM FR�/-16 , 5 STGRBUL6NG R— rs//GAGE POOL SIONAL 3LEVEL SPREADERF2- ON 5VSMP PLAN 5sG'/ELDON FARM 5� 5e— E LODGE 45&— - ALBEMARLE COUNTY, VIRGINIA Jj- — — SUBMISSION: 2020.05.08 REVISION: -4 ____— 3.9/23/2020 �f\ ROPERTYFILE NO. 20.021Qml— & GRADING PLANSITE, UTILITYn— — — — — — — — — — — — — — — —42 42E} �-30 90 - -- -- - -- - - - -- - / ..�4 C3 _----- _ \-- — _---- \ _--- �� / — PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A RESIDENTIAL HOUSE AND OUTBUILDING. THE TOTAL AREA OF DISTURBANCE IS 3.07 ACRES. THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES: 1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. 2. INSTALLATION OF TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN AND DETAILS. 3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE PLAN. 4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.. 5. CONSTRUCTION OF ROAD, PARKING LOT, AND BUILDING PAD AS SHOWN ON THE SITE PLAN. 6. CONSTRUCTION OF PERMANENT DITCH AND CULVERT. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY A RESIDENCE WITH FARMLAND ACTIVITIES. EXISTING CREEK RUNS THROUGH PROPERTY. ADJACENT PROPERTIES THE PARCEL 65-43A IS ENCOMPASED BY PARCEL 66-43 WHICH IS BORDERED TO THE NORTH BY VACANT RESIDENTIAL LAND CONTAINING DENSE FOREST AND FARMLAND; TO THE EAST BY VACANT RESIDENTIAL LAND CONTAINING DENSE FOREST; TO THE SOUTH BY RESIDENTIAL LAND WITH HOMES AND ST. JOHN ROAD (RTE 640); TO THE WEST BY A CONSERVATION USE AND VACANT RESIDENTIAL LAND CONTAIING MOSTLY DENSE FOREST. OFF -SITE AREAS THERE ARE NO OFFSITE ACTIVITIES. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: 53B - DANRIPPLE LOAM, 2 TO 7 PERCENT SLOPES. HSG: B 51D - BUGLEY CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES, HSG: D CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON SITE. EROSION & SEDIMENT CONTROLS UNLESS OTHERWISE INDICATED ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS AS SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY VARIANCE. TEMPORARY CONSTRUCTION ENTRANCE (CE) - 3.02 A STONE PAD WILL BE CONSTRUCTED AT THE ENTRANCE THE SITE TO PROVIDE A MEANS OF REMOVING SEDIMENT FROM THE TIRES OF CONSTRUCTION VEHICLES LEAVING THE WORK SITE. THE CONTRACTOR SHALL REMOVE ANY MUD FROM THE EXISTING ROAD SURFACE BY MEANS OF SWEEPING AND SHOVELING. SILT FENCE (SF) - 3.05 SILT FENCING WILL BE INSTALLED AS A FIRST STEP IN CONSTRUCTION ACTIVITIES. LOCATION AND DETAILS ARE SHOWN ON THE PLANS. INLET PROTECTION (IP) - 3.07 INLET PROTECTION MEASURES AROUND THE NEW INLETS SHALL BE PROVIDED IN ACCORDANCE WITH STD. AND SPEC 3.07. SILT FENCE OR TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT GRADE CONDITIONS, OUTLET PROTECTION (OP) -3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS. PERMANENT STABILIZATION TEMPORARY SEEDING (TS) - 3.31 TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND SPEC. 3.31. PERMANENT SEEDING (PS) - 3.32 ALL DITCHES AND ADJACENT AREAS WITHIN 15 FT OF THE EDGE OF THE DITCHES SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC. 3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND ENHANCES THE BEAUTY OF THE SITE. MULCHING (MU) - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE. STORMWATER MANGEMENT: STORMWATER WATER IS MANAGED ON SITE THROUGH THE UTILIZATION OF SHEETFLOW WHERE POSSIBLE & BY PROVIDING (2) TWO LEVEL SPREADERS WHICH WILL ALLOW CONCENTRATED FLOW TO LEAVE THE SITE IN SHEETFLOW CONDITIONS. GENERAL NOTES 1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK. 2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, ETC., THE CONTRACTOR SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM DAMAGE. REPLACEMENT OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK. 5. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 6. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND ENGINEER. 8. CONTRACTOR SHALL ADJUST ALL APPURTENANCES AS REQUIRED TO MATCH NEW GRADES. THE EXACT LOCATION OF APPURTENANCES SHALL BE COORDINATED WITH THE OWNER. 9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE GENERAL AND WILL NOT RELIEVE THE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST. EROSION & SEDIMENT CONTROL NOTES: 1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATION 9VAC25-840-40. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO FINAL INSPECTION THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING AUTHORITY. 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 ONSITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTRY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN REVIEWING AUTHORTY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABALIZATION IS ACHEIVED. B. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALY AND AFTER EACH RUN-OFF PRODUCING STORM EVENT. ANY NECESSARY REPARIS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. TOANSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED. 11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION. EROSION & SEDIMENT CONTROL PERMITTING 1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE PERMIT REQUIREMENTS. MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION. REQUIRED PERMITS MUST BE IN -HAND BEFORE WORK BEGINS: PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE, TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL EROSION CONTROL MEASURES AS SHOWN ON SHEET C5. PHASE 2 1. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 3 1. UPON APPROVAL OF E&S CONTROL MEASURES, BEGIN WHOLESALE CLEARING, AND GRADING 2. MAINTAIN PERIMETER CONTROLS UNTIL ROAD CONSTRUCTION IS COMPLETED AND AREA HAS ACHIEVED TEMPORARY STABILIZATION. 3. AS AREAS ARE BROUGHT TO GRADE, APPLY MULCHING, TEMPORARY SEEDING AND PERMANENT SEEDING AS SHOW ON SHEET C5.. 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. PHASE 4 1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 2. ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. 3. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND INLETS. 4. INSTALL LEVEL SPREADERS ONLY ONCE ALL UPSTREAM GRADING IS COMPLETED AND FULL STABILIZATION HAS BEEN ACHIEVED. CONSTRUCTION MAINTENANCE THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE. 1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS SOON AS PRACTICABLE. 2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL. 3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL, OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT SPECIFICATIONS. 4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. 5. ALL AREAS SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN. ENVIRONMENTAL CONTROLS 1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS. 2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT. 3, ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO DISPOSAL IN A PERMITTED LANDFILL. LEVEL SPREADER MAINTENANCE CHECKLIST ❑ SPREADER LIP SHOULD BE FLAT. ❑ CHECK FOR SEDIMENT BUILDUP AND. STRUCTURAL DAMAGE. NOTE IF ANY SEDIMENT NEEDS TO BE REMOVED. ❑ EVALUATE THE VEGETATIVE QUALITY OF THE ADJACENT GRASS BUFFER AND PERFORM SPOT -RESEEDING IF THE COVER DENSITY IS LESS THAN 90%. ❑ GENERALLY INSPECT THE UPLAND CONTRIBUTING DRAINAGE AREA FOR ANY CONTROLLABLE SOURCES OF SEDIMENT OR EROSION. ❑ LOOK FOR WEEDY GROWTH ON THE STONE SURFACE THAT MIGHT INDICATE SEDIMENT DEPOSITION OR CLOGGING. ❑ LONG-TERM MAINTENANCE INSPECTIONS SHOULD OCCUR AT LEAST ONCE EVERY TWO YEARS. MINIMUM STANDARDS (MS): All applicable Virginia Erosion and Sediment Control Regulations and Minimum Standards shall be adhered to during all phases of construction. These include, but are not limited to the following: 1. STABILIZATION OF DENUDED AREAS: Permanent or temporary soil stabilization shall be applied to bare 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 or undisturbed for longer than 7 days. Permanent stabilization shall be applied at areas that are to be left dormant for more than 1 year. 2. STABILIZATION OF SOIL STOCKPILES: During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The applicant is responsible for temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. 3.PERMANENT VEGETATIVE COVER 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 achieve that, in the opinion of the city Inspector, is uniform and mature enough to survive to inhibit erosion. 4.TIMING & STABILIZATION OF SILT TRAPPING MEASURES: Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any lend disturbing activity and shall be made functional before upslope land disturbance takes place. 5.STABILIZATION OF EARTHEN STRUCTURES: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.SEDIMENT TRAPS AND BASINS: A sediment basin shall control surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres. The sediment basin shall be designed and constructed to accommodate the anticipated sediment loading for the land disturbing activity. The outfall device or system device shall take into account the total drainage area flowing through the disturbed area to be served by the basin. 7.CUT AND FILL SLOPES: 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. & CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES: Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. 9.WATER SEEPS FROM A SLOPE FACE: Whenever water sees from a sloe face adequate drainage or other P P � q 9 protection shall be provided. P 10. STORM SEWER INLET PROTECTION: 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. 11. STABILIZATION OF OUTLETS: Before newly constructed stormwater conveyance channels 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. 12. WORK IN LIVE WATERCOURSES: 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. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. CROSSING A LIVE WATERCOURSE: When a live watercourse must be crossed by construction vehicles more than twice in any six month period, a temporary stream crossing constructed of nonerodible materials shall be provided. 14. APPLICABLE REGULATIONS: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. STABILIZATION OF BED AND BANKS The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. UNDERGROUND UTILITIES: Underground utilities shall be installed in accordance with the following standards in addition to other criteria: o.No more than 500 linear feet of trench may be opened at one time b.Ezcovated material shall be placed on the uphill side of trenches c.Effluent for dewotering operations shall be filtered or passed through approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or offsite property. d.Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e.Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. CONSTRUCTION ACCESS ROUTES: Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto paved surfaces. Where sediment is transported on to a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed 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 lots as well as to larger land disturbing activities. 18.TEMPORARY E&S CONTROL MEASURE REMOVAL: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after temporary measures are no longer needed, unless otherwise authorized by the local 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 sediment. 19.ADEQUACY OF RECEIVING CHANNELS: Properties and waterways downstream from the development site shall be protected from sediment deposition, erosion and damage, due to increases in volume, velocity and peak flow rates of stormwater runoff for the stated frequency storm of 24-hour duration. SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JNSTIN@SHIMP-ENGINEERING.COM VL. 45183 SIONAL b�G` VSMP PLAN ELDON FARM LODGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 2.7/31/2020 3.9/23/2020 FILE NO. E&S NARRATIVE 20.021 C4 -------------- -- 0 \\3\ / / // i / / m l� 11` _--------- \� ;�•.�.\� _� Ste\ --\ - \\ \�\\��\��. u I Ir\ II A\ # -- ram — — �. �..---�i�--•• r-, \ \ \RD z• _ -� — \` �\ \ \\ \ \\ \\\ \\ \ \\, \\\\•\\\\\ I r/ i //// _ I / � p I ♦/ —. � `� -� �� a t_ a a t_ .. � iv� � �D�1 w{� =v-Tom• � ce_ ga, _ m.... — SE°TRAP ISAC _ :.— _ _ ��- +t — WR ' A _N �� I \. , . +• : �;� �`— — ��,. �� \ U — _ \ \ \ \ I e..� / IIII I I I I IL .O o C EIDS7IND CUL1iER . . ' \ ` m + \ \ qL ► J I / / / / / / / / �tt gym/ } • - - - - • ` SILT DE USED FOR �} —: :'� • ' +. ♦\ \ \ �a„ I (l. / If 2 SF / \ \TRAP i / —/ \♦ 1/ I / /C I I m v I In �Av 160 TM6 —43P — + — + PS / , - y I I•I lam/ l I r TS ELDON -"LLC 4-4,15 PC 618 248. �2,A Cs :� t_ " in .a. :. OCE & I &+ I..� i Y l J 1 1 1„✓/ �l l / / I l 1 :.;: s•. •.,.'��.� � ����.� \ ;. �1 / ,�,.m.� I � � � +• I "' I I1.; _ + gD WdA 3 \ / + ♦♦•�• :'$ I C— / "' i I +� l •'I: +L•;DA=0.28 AC. /• IIIIh! !lll I l / / VA / / / // II / / r / �� 5 �►s' \ '::�;• a �• : r + / +/ /S� \ :l /::;: o m+J� ° / / /� 11�f��1I1 LIMITS OF DISTURBANCE _3.07 AC s I: . SHIMP PS FENGINEERING T$ LAND PLANNING - PROJECT MANAGEMENT + JJ MP :�MS ; T 66 431\ '/ \-.. /+�' v & ,�, I CH RE. OTTHIGH ST. / I ��-��" I ;w I ELDON, LLC ,ef 1.':� ' .n, �:.. �:�, l +w '� , \� rm ,'", i l`; . -::,;r --'.; I CHARLOTTESVILLE VA. 22902 It A. / I +• \ / \'; :i�. m •. xxRJ , : paw 4'r e P :� �i '♦ O�R �+ nA :.: I a _- - I \ " + • P 1_ — \ A •. �— r . , &YP . a X }^i; .MAMJFIf41AR: : . : : : U SF _T pt / \ —N - — m _ O O \ ❑ Y i Rme �`, S+. a o ■ I } ➢v / +o 3 M �; y— ' / / / / / /� /'•'/ //////\ �I / / / / / �•! {� DD FRAn°E Y $ o — — I ST s� ! • — ,. / / / /�� % // // i / J / v oA- \ \ ➢ p \ w ` '' & 0 9 - & �I` o GARAGE m / a / \ • / / '�/ . /,Iy� / I O 7 711-- gIt . ❑ '_` Am•� � / i � / / / / �— \ \ V > l 111 \ / .• / i / / /I I 434.227.5140 JUSTIN@SHIMP-ENGINEERING.COM �I I M. SHIMP a 45183 'IONAL tiNG` VSMP PLAN -5�� R / \-5 _ - -- _/-/ // -59- FARM LODGE 45 l//lll//ll�% ALBEMARLE COUNTY, VIRGINIA -458- - — — — — — — — — — — — — — = / // / /4 \ \ \�.. -- _-------- \ SUBMISSION: 2020.05.08 —_-- —�40 �\��\�\�\�� — --_ 44r=—_--_ ----- ---- •/� REVISION: — — — — — — — — — — — — — 2.7/31/2020 —__—_=_�/---_--- _ --- --- -446—_ ---- ---- ��://// // /ii// / /i / 3. 2 22 er Ir _ — — — — — — — - --- — — — ,—_---------_`--------� / --- ----- --- ------- -- < -- -- — FILE NO. 20.021 �1�----�—�\\ `\-- \_ _ _/— ----- _ — + _\------__ _\=—__ _�_ �-- ///%_ /--+• 1\_-� E&SPLAN PH1 K\-- f I —420— — ——+ ---42E}_ _ -- — — _ \ \ — --- — +u / j3 0 �30 90� C5— — - i +a soa+uraw z a auaaae seas i F� /---\_ -/l-_f-\- l //- // /l`--- / //-/-_- /- l /\IL//-/ /I- _\/ _ If - /-// l- \ 1//-\ - f - / /- / / /I - _l /_I / / _//-/V _/--\_-=/// ` / _ /f \g/-- I I- i/ I\�/ /- //= �B_ / // m\ '•- \/ -///// - //fV/ - /- //i Nx/_//-/ �/- -/ /-- -�_/ // ,-i-/•-_ % l/ -/-- /A// - �a-/ /-5N_/-/ /j / _/�//r/ j/ o-/ -/_f-// `�>/ u � �5- �_•l / / - -/I4_ / /= /�\/ - 3/�'/ /PA-/ /l_N- / I' / / - l�6l/I/ _U0 l \m /\-/ /�_-///1 / / 1\ / -=- r /"--- -�/-_�r.-� /�-2-_"-o•, ���_�/� a/-'�•-�A - - �_" -�'/ II, ._�_---1 - - RI �I-.A.-�1 - __ lr- _----�- I11_ -/ --_-9-__/--=//--_- '/ o_ '��_--. y;-m�-= __---. ---E_-- �.-�--_-/Z_�--k _ _'\\ �i=} /� ��\\\'-�_�� 9'r_`\� \ _`;�\gy_- \ m��\J\ •'\ J _\ \\\-\h/-�\f _-/k"V7� \I �- - _-/__ \ O- _S-O •--\ \Fa •_��_\P5-` �1 _ :/\�•�\4-\\-\-�•-- • 4 ,\4A-`\-\ \IG_a�•- =- tQ4 \ \ ' � -\ •�/-\A\i.S---�.-�_.-C,\� \_R � o'�-❑❑o_-\ \\ ----\/\=�° ❑�\ _ --/``_-__-- -l� /\•---.\--/_--- - -/•_»- --a--\-v _N-_:e - -_ -a_♦�-- x_Ae_-:_ - -i----p_/`--_�-- ..- 9---'. --6•w �, --- o \�-- - -♦ -- -♦ \N.�_-_- P_I_--f:. -,-- , , _\_ \oa-�--/_ �_ _�/-'/ "Z ' -= - :_-_♦�_��--I_E-' ,/\•mm •�m� -�-R-,F J �•-- i=N��' �k jj'_� . / �� 1- s_ � ;� im-- ♦ ♦ -I _ ,' Qm/ /`m•./ I J/ i ,' I �♦ '-• ♦ - I. Ga / • /_X I/- -I' -/_-_�/••t./t - g� 0°._-9IImZN�-I•�p; \�V -j 4_�_/\IgOI``//-�1IP.\�-•- + ��.-5-A 0_ - \--4 -�5-•/ '�\/1-/- -I�R-__ JI`P _ �- .,r\-�I -I eq I--$- •\\ _� /„\.�?_\ �\ { -V-:_\/4N._=�-6�_ 6-44_` 0g�=6.�. 7�0'5"-.\\� \ \ %i\.-S�_\ Y� .` x/♦,"\\_'-\ r'�\�_�`-2A i_` -1_ P\ .-IW5- 14_DP/E46J_W66./`-D D. / %06.;4-- I-'- 6✓\�P50�+_V4. -C . ,-�/RA-.N_RD\DD- _2/:/� _aJ �,- .D•�I'-D/•_IJ7�\� . /• \+ -_ /!y._f\♦./:'./ �_j//_ �/_.�/S '/S ,\�� - _A/\ -YY�Ii/i �i_�// /// �V//-/_%//_F\ �/// / /♦ �,/ \�/r/\/ xI/ , j\ •� /-/_• / '/'� _ \ //1/�r// / \D//I\:D � �// �// :/_/ F�\/�/ �/�'/s/ /ff lI ,f/ j �O//f/ l_/�/_ Si/ I�l\1f�f/ /fl\Iter i\ �\ll / ��lrf//lIfJfI ♦I jff/w /1Ilf/ IfI•_I f f/ I�\P/I•/ i� I vII%SI!y '\ Yf 0f /I%�EF(1_'-� f// ,f1I/ �/\ \ I•1lI�/II / i \ f 00 _/ t//fI�/lI�!/ /I���//1///flI Ifj l/�/ / f:/�!���I /%• / 'Il---455-------- _ A NE GRASSED MEDIAN NEW PA WR /J I/\ //f�//'�/'II/ \_xlyA /1II/�lJp///l/ �f� �Iil•ll\\l�l�I�//\//f. -l/ flrI I II I AI I / �lII1/9/IO �• I�I• 'N// /�I�I �Al IILIIIIIIrII/Zti Im I � / ` I CI I/ / �f It460.38 u 460.75 66 /,ll IDS 4 NEWESIDENCE NEW 20 Ts DON, LL P GRASSED MEDIAN . FEE 46,'_4 PG 6 8 T_ _ 2 �2\FC RD7 MS 461.00 I F 3 + RD 460.90 9.50 MEDIA '045NEW 25 45GRASSED NEW OUTBUILDING FEE63'1D W PAYED DRIVEWAY LD0 P 460.20 $AI�E A4 4D.85 mD.85aAj� A/z 401.00 458.70 N459.30 + J 86W10" PVC "0.4GRCCOURTARD IFLIMITS OF DISTURBANCE > SHIMP 63.07 AC +F OD ENGINEERING2. LAND PLANNING -PROJECT MANAGEMENT NEWCOURTYARD 1.6%%M%66-4A 0.40 �yED PARKING PAVED PARKING 46040ELDO"i LL/7 \ 912 E. HIGH ST. 4 3 .2Il2l7.5140 CHARLOTTE$VLLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COMIP 4 0.2 PVC IP�44 " 618 �N05CAPE STRI1CA LANDSCAPE --�- PA� R/EWAYGRAEW02 IA CI SFTRy 1 �_x \ z x_x z x x SF 0 i58 M. SHIMP _c 45183 FR6«C 7.5 sroRr G RAGE 6e POOL SF LVEL SPREAR#23 -45� VSMP PLAN 5e5 -455 ELDON FARM E • • - - - -� LODGE=--IB 45& V /ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 -- - - - - 2.7/31/2020 -446- 3.9/23/2020 RPERTY_11NFILE NO. P _20.021 E&SPLAN PH-2Q1- --U/ =420- - - - - - - - - - - c _---42E} - - _--_ /3 0 �-30 6 90 S F) +�- X X _ X -WEIR LENGTH=6s-F� �X X _X x SED TRq - EXISTING CULVERT TO BE USED FOR SILT TRAP +CA DC 0 w rn. 4 4-_jINV=458.18 00 — 52.5 54 — - 56 55— 58-57 59 GRAVEL TBR SEDIMENT TRAP 1 PLAN C7 1°=1A' NEW PA ED DOIIVEWAY LEVEL SPREADER #1 PLAN C7 1"=10' �FT1Lm 5— 45 8 �o 00 SED \ 4r L" 4r 1 STORY TRAP CD N 2 DWELLING TBR Ul z cn \� \cn k �- x X �ENGTh`6F S� - X T 7.90 458 c 457 456 -1 - 455 S F \ X ) 3 —\ LEVEL SPREADER #2 5 LEVEL C7 ER #2 PLAN 2 SEDIMENT TRAP 2 PLAN C7 I"=io' WEIR LENGTH=3-FT \+ S 56 57 58 � 59 � 60 SED TRAP 3 SEDIMENT TRAP 3 PLAN C7 1°=Io` 10.0— - - 2:1� __II 0% 9" DEPTH EC-3 MATTING 2_.11 DITCH OUTFALLI 6 X12' RIGID CONCRETE LIP OUTLET PROTECTIO W/ 1" WEEP HOLE CENTER OF LIP 0 RIP -RAP OUTLET PROTECTION DITCH OUTFALL MAX 1%SLOP E OVER LAST 20' - 6. 0__'t�10. VDOT #3 STONE W/ FILTER FABRIC 13.0 t� ''X12 11 RIGID CONCRETE LIP 13-LF 1 WEEP HOLE AT BOT. OF LIP VDOT #3 STONE W/ FILTER FABRIC 2.0 10. MAX 3.o_=,IIIlilllliillli— REGRADE 10-FT AT MAX 2% SOIL AMENDMENTS TO BE PROVIDED AS NEEDED 7 )LEVEL SPREADER DETAIL (TYP C7 I°=Io' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM . O� Gf v M. SHIMP a Lic./N 45183 _t JnAI Al VSMP PLAN ELDON FARM LODGE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.05.08 REVISION: 1.6/19/2020 2.7/31/2020 3.9/23/2020 FILE NO. E&S DETAILS 20.021 II m C7 ORIGINAL GROUND ELEV. TYPICAL ORIENTATION OF TREA TMENT - I (S OIL STABILIZATION BLANKET) SHAI I nw ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. WHERE THERE IS A BERM _ERM AT THE TOP OF THE SLOPE, AlII�IIII'-. BRING THE MATERIAL OVER THE BERM • B O• '11=11=Il�ll�lhe BEHIND THE BERM. 11=11=11=11=11=11=1i- 11=11=11=11=11=11�AL �,II'�11�11�11�11=11=11=11=11` �II�II�II�II�II�II� ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS. AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. C$ Not To Scale CULVERT INLET PROTECTION IAMr CHECK SLOT FIRMLY � 2" e" To 12' TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INS TALLA TION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 _ JUNCTION SLOT EDGE AND END JOINTS I I CHECK SLOT X TO BE SNUGLY ABUTTED I (JUTE MESH WILL HAVE I 1 TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) LAP JOINT 2" MIN. TAMP FIRMLY (JUTE MESH ONLY) I I I ANCHOR SLOT � 5' MAX. 4:1 OR FLATTER I 3' MAX. STEEPER THAN 4:1 2„ LjIll T I} 5" TO 12" I I I I I I 1 I I I I I I I I I I I eCHECK SLOT �1"TO2" I I I I I I I I I I VAR. VAR. 10 8" IN PLAN VIEW t STAPLING DIAGRAM 6" STAPLE FORMED FROM NO.11 STEEL WIRE. eCHECK SLOTS AT MIN.. R" STAPI F MIN I FNGTH FOR SANITY Snn SOT C-C INTERVALS; JUNCTION SLOT TAMP 2' FIRMLY ►{--� 12" ­__ 6" TO 12" SOURCE: VDOT ROAD AND BRIDGE STANDARDS RUNOFF WATER WITH SEDIMENT TERMINAL FOLD u � rTAMP -4 2" IT� PLATE: 3.36-2 2 )EC-2 INSTALLATION DETAIL C$ J Not To Scale GRA VEL AND WIRE MESH DROP INLET SEDIMENT FIL TER is" MIN. � GRAVEL*(12"MIN. DEPTH) CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE STAKES. 6'MAX'. FLOW - r ® PI STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. li FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) 3 SILT FENCE (SF) 0 0 'Not To Scale 70' MIN. FILTER CLOTH 6" MIN.I A I SIDE ELEVATION Top Surface Area DRY STORAGE ID2 67 CU. YD./ACRE WET STORAGE 67 CU. YD./ACRE D1 (EXCAVATED) FILTER CLOTH ORIGINAL GROUND EL=A Bottom Surface Area ELEV. -SEE PLATE 3.13-1 COARSE AGGREGATEen CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVDIKE ERSION COARSE AGGREGATE ! // EXCAVATED r ( / / � AREA ER CLOTH ��� COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data No. A B C H (ft.) 2 (ft.) Weir Length (ft.) DA (Acs,) Wet Vol. (Req.) D1 (ft.) Wet Vol. Cy (Pi Bottom SA (sq. ft.) Dry Vol. (Req.) D2 (ft.) Dry Vol Cy (Prov.) Top SA (sq. ft.) 1 452.5 454.5 456.0 2.5 1.0 5.3 0.88 59.0 2.0 59.6 672.0 59.0 1.5 64.7 1392.0 2 449.5 451.5 453.0 2.5 1.0 5.4 0.90 60.3 2.0 68.7 800.0 60.3 1.5 71.0 1500.0 3' 456:0 4580 460.0 3.0 1.0 1.7 0.28 18.8 2.0 19.9 200.0 18.8 1.3 38.5 704.0 EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) TEMPORARY SEDIMENT TRAP (ST C$ Not To Scale STONE 7C' MIN. CONSTRUCTION ACCESS 3' SM'-2A ASPHALT TOP COURSE 2X 2% PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL 1 La oa -. d SECTION A -A FILTER CLOTH KEY IN 6"-.9•; RECOMMENDED FOR ENTIRE PERIMETER (MIN.) IPE OUTLET TO WELL IFINED CHANNEL L a 0 7. -� _ d SECTION A -A 7- FILM CLOTH MY IN W-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASSET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.16-3 AND 3.1E-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. SoR ce: Va. DSWC Plate 3.18-1 OUTLET PROTECTION (OP) 128 / Not To Scale EXISTIN', PAVF%,17' SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM I.VLVtKI I - - A E XISTING GROUND ".......r........r...m...�-__-. -6" MIN. 21A AGGREGATE BASE o °A -III d v e 70' MIN. PROFILE _ G a II I�I- - III�IIIII � De 10' MIN, - SEDIMENT WIRE MESH 70' FAIN. STONE U M. SHIMP a FILTERED WATER e 1L 0 MIN. CONSTRUCTION ASPHALT PAVED ACCESS � WASHRACK Lic 45183 (3�i�,�'2D SPECIFIC APPLICATION 12' MIN. EXISTING 0 r PAVEMENT o ��sSIONAL TOE OF FILL THIS METHOD OF INLET PROTECTION IS APPLICABLE EXISTING FAG` , WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED 2 0 2% PAVEMENT-i if BUT NOT WHERE PONDING AROUND THE STRUCTURE z% 12' MIN.' +� Im o ° `DISTANCE Is s' MINIMUM IF Flow MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE VDOT #1 F\ POSITIVE DRAINAGE 10' MIN, 1 Is TOWARD EMBANKMENT TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. COURSE AGGREGATE TO SEDIMENT j I1 FLOW * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE TRAPPING DEVICE I� �11, Posmvr_ DRAINAGE *MUST EXTEND FULL WICT*- '-`t"1 II VSMP PLAN USE STONE FOR ALL CULVERTS AGGREGATE. * P INGRESSTDANDULEGRESSH PLAN VIEW TRAPPITO NGDNT OF INGRESS AND EGRESS 1 ` OPERATION 1111 EVICEELDON FARM OPERATI ON OPERATION *OPTIONAL STONE COMBINATION INLET PROTECTION IP LODGE C$ .Not To scale 2' MIN. 1:D' S 3" MIN. 12' MIN, ROSITNE DRAINACI ALBEMARLE COUNTY, VIRGINIA 1992 3.2R _ - - 3" MIN. �,� TO SEDIMENT TRAPPING DEVICE LEVEL SPREADER r SUBMISSION: FLOW " � 2.5' FILTER CLOTH SECTION A- A FILTER CLOTH 2O20.05.08 CROSS SECTION SECTION A -A REVISION: BR C X. --- ---- CONSTRUCTION ENTRANCE CE) A r lllU» water rap of 1;uc1n v111 t 1}r I11 rAded W"1111 A wilibimun 1 i11c11 badcock 1.6/19/2020 VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE ' " CLASS I RIPRAP MllUtoff v*e supphnrg a wadi hose x%itll a diameter of 1.5 mches for ade(plate 2. 7/31/2020 TO REPLACE SILT FENCE IN HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED - iwuw W $ Not To Scale consttllnt pressilre. Wadi water must 1Te carried away from rite elltrauce to mi 3. 9/23/2020 � --� :IpprOV@(� Setrlulst Al"@A t0 reIIOC@ 8@CrLLll@Ilr. :ill S@c1aL1E71t S11all t7e l)receilt@il fi-Q111 LEVEL SPREADER WITH VEGETATED LIP t'Cltel'lll_Q a't41711 dl'ACIIS, dltclles OI' wAtel'COUt'sex. CUIAVERT INLET PROTECTION JQP C6p 10% SETTLEMENT y PAVED WASH RACK U Not To Scale CROSS SECTION 0.3' FREE BOARD I 1 1 1 1 1 1 1 1 "Cl SCALE cu".rras.wc ",a Bam X,rt m.wa, ? FILE NO. Sava[ XBv, . rnxB cwX eK.e ,IVM,m mze ,B------ ---_ DF 1 FLOW DEPTH _ 20.021 � STONE CONSTRUCTION ENTRANCE (CE) uX°�° � TYPICAL VEE-SHAPED DIVERSION �$ Not To scale E&S DETAILS LEVEL SPREADER WITH RIGID LIP . axncw reauwiwe a niu amn wom " v, w azr. n,e. ,ww 1 O TEMPORARY DIVERSION DD Souse: Va DSWC and N.C. P_=,ei°n a e_._.I_�mr, C $ Not TO Scale Ca,ml Planning aid Dmign Id°nuel Pine 3.21-2 $ LEVEL SPREADER DETAIL C$ Not To Scale C8