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Home My WebLink AboutWPO202000044 VSMP - SWPPP 2021-03-18VSMP PLAN LEGEND EXISTING NEW 0 10 10 1.00' ---310 -- 0 -----310 --- 311.5 1 0 xTC 1 O X 311.5 TC x 57BX 311.5 TW x TW 57'X 311.5 B W x BW 57°X —0— —0— q 0-0- 0 RD RDA,, O "I S S W W WV WV DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE ROAD -FRONT OF CURB ROAD BACK OF CURB CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RIPRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY EASEMENT UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT STORM DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE AND BOX FIRE HYDRANT WATER EASEMENT GAS LINE OWNER (TMP 16-10A5) Tenpas, Ronald Jay & Kathryn Dunn 4311 ELM Street Chevy Chase, MD 20815-6056 OPERATOR Smith & Robertson, Inc. Ron Smith 434 971-7026 ron@smithandrobertson.com ZONING RA DISTRICT WHITE HALL LEGAL REFERENCE Tax Map 16 Parcel 10a5 DB 5289 PG 739 SITE COORDINATES 38.168534,-78.592287 BUILDING HEIGHT Building Heights: TBD EXISTING USE Vacant Residential Land PROPOSED USE New Single Family Residence LAND USE SCHEDULE EXISTING SF AC % Impervious Area 0.0 0.00 0.0% Wood/Managed Turf 223,243 5.12 100.00% Total 223,243 5.12 100.0% PROPOSED SF AC % 0 Building 3,802 0.09 1.7% Pavement 13,718 0.31 6.1% Impervious Area 19,744 0.45 8.8% Wood/Managed Turf 217,416 4.99 97.4% Total 223,243 5.12 100.0% Limits of Disturbance = 4.21 Acres 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: MAY 20, 2020 Benchmark & Datum: NAD83 VIRGINIA STATE PLANE SOUTH NAVD 88 TENPAS RESIDENCE WP02020-00044 TAX MAP 16, PARCEL 10A5 ALBMARLE COUNTY, VIRGINIA VICINITY MAP SCALE : 1°=1000' TENPAS RESIDENCE Hidden Spring 0 SITE B U R R u B R A N C Map provided by Google.com SHEETINDEX C1 COVER SHEET C2 EXISTING CONDITIONS C3 SITE, UTILITY & GRADING PLAN C4 SWIM PLAN C5 EROSION & SEDIMENT CONTROL NARRATIVE C6 EROSION & SEDIMENT CONTROL PLAN PH 1 C7 EROSION & SEDIMENT CONTROL PLAN PH 2 C8 EROSION & SEDIMENT CONTROL DETAILS APPROVED by the Albemarle County Community Development Department Date 03/19/2021 File WP0202000044 SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. COVER SHEET 20.042 SHEET C1 of C8 C1 HSG B HSG D own"-- Mmftft T.M. 16-10 PARCEL A ------ BOXWOOD FARM (SWL) LLC & / - i '' I _-- BOXWOOD FARM (DCL) LLC _ - 5 0 -/ - D.B. 3125-70, 74 PLAT /0000 -!� 595 T.M. 16-52A - JACK M. GWALTNEY JR. 000"_ _ _ _ ; �={=-' No.* D.B. 3073-152, 155 PLAT L-Lii ifimw ' ` W.B. 113-269 w' EX. T` %Q FEFZ ,/\\�,_- °°��-\ D.B. 858-24, 27 PLAT LL-i,- GPM �/ // / //, �� /-, D.B. 769-516 5�� D.B. 363-505 PLAT TREELINE 1 / _-'�; / I ,-,/ - 9.\ \\ \\ \\ \\ 09 'IN 1 \ sp9 _\__ =---_-\ �----_" \_�--�\\ �\ I_ \ - - \\co - \ I I I / / I \ _ i /' ' '-'�_ 00000, ��_-sue' O------ — — — _ ____--- -- - , / , , , , 1 / I I 1 I O l o l I / / I / _- / / Cb h j i / \ l / r /// �\ \ \ \ \\\ \\ I 1 1 1 1 i� i' I l l / Ivy 1 I 1 / / / / / �� _i' ,/,//, / 1 I T.t�. 6-h 0 5 BARtE-L .B-\ �_ -- / / �_' / ' 1 1 r 1 1 1 / / 95 RONArLDI JA;( TtNP�kS-&e — , S19� \\\ �\ ,�\ -�\ \ 1 1 I / ; r/ // ,' /� , / / 11� i o / / I I \,KATH,�YM gUNN /TENPAS \- \\ I I i / /' /' / i o i i I Ib.B.29�7/3� --� �� \ \ \ I J // , , // �O - \ \ I D. Y1�6T7115 P9T I I l 1 \ � 1 \HSG\B ,, co , I \ I I ' I I 1 / // / / , /' ' / ,' i / / / / / / / ' 6 �® I I I I I 1 I I 1 I �__/'' �/ / / / / / 1 / / / / / /,/' / ' 410 1 I \ I ' \ \ \ I 1 1 1 I 1 1 1 I 1 ' \ / / / / / , / / / , , ;', / r /' / I `WW 1 , 1 / \ HSG D 2i y i.� \, / / ` I 1 I \ \ \ \ `\`\ --/ / / , / / / / ' // / / / �,� T.M. 16-10A5 PARCEL B `, \ \ \ - _ , / // // / I I I I \ \ \ \ \ \ \\\ \\ �, RONALD JAY TENPAS & \ \\ 1, 1 / I \ \ \ \ \ \ �-------- '� / /'' \ / J \ \ _\ / / J KATHRYN DUNN TENPAS \\ \ - , / , / , , ' ' ; / `% D.B. 5289-739 \ - - - 590 - . ' \\ / ,' 4000,� D.B. 3126-715 PLAT \ _-----� I \ _ /00 \ \ ocb / / ' / ' o / / \ EX. POND r \ - - 595 • I I \ I I I 1 O I / , / / / / / / / ca / / / / l 1 / / ♦ / , / �/ T x-x it \ /' °I' DI/TCH// #/ Ljv I \ I 1 \ �X. GRAVEL \ X. GATE //' `° E ENTRANCE \ ,— i N x_--_/-4x _-- _ xx —— AS621 EX. F STAEROUTE' WLROAD ! ;x_ CH _-./. _ I - r'' HSG B SHIMP ENGINEERIN G12. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM L0. 4 if i g211 SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. 20.042 EXISTING CONDITIONS & DEMOLITION PLAN SHEET C2 of C8 60 0 60 120 18# C2 l i T.M. 16-10 PARCEL A BOXWOOD FARM (SWL) LLC & - BOXWOOD FARM (DCL) LLC D.B. 3125-70, 74 PLAT �- - 595 - = EW\�ICKF�-BALL- URT12 T.M. 16-52A JACK M. GWALTNEY, JR. D.B. 3073-152, 155 PLAT W.B. 113-269 D.B. 858-24, 27 PLAT D.B. 769-516 D.B. 363-505 PLAT NEW 21-LF 15" CMP CULVERT `\ @ 0.95% (CULVERT #2) � --NE /W 40-FT ENGINEERED LEVEL SPREAD ` jATT[NG--EE-3 - %i> x% �x "J : { �•� i 5�� x�*yxxy4%`%fix*/x*Ix%' i c� \ 4 \ I I I � \\ / / / x* x/* ;*•; %rx /x x*� /x * %%% I I II 1 1 1 \' ' /' `\ ` `\ �. `.--_________ \ \ \ I I \ 1 I 1 \\ \" I / / / // ' ' /� — ----r' *✓ * ,� *l;.*�*xy*ice *7 �x I%fix/.%t %* ;x HOU/SE Oz ENV - -� * .max x �� r%% ��x i :*�{ ✓* i , * ;l x x x 11 1 / I / / , „__ —\ \\ \\9\ \\\ \_�--- �\ / l / cfl \ 1 1 / / *'*%*` *x/*fix*xxx/ `k* x.s*x ,*/*x x ✓ x( ** x %*/ J /FFt=/61 �.20 T.t�1. �6-/h0��5 PJ�RC'E B' _` ---\\ ` / / / / / \ 1 I I / , / *:*_� :,x:*,x`4*� * �:x l 1 _ 1 i 1 / l ! j / / i ' / \� i i 1 4E 60t.2,b `� O — x x ; *' :: * ; : *' x4 r* x/� x ; x FOREST/OPEN xxx ' ` : • x \, I II 000I // J/ // x" % x /* *` ** *Y*%,x•x x * :x�xxx"x*x *r**%x �*xyx,x: x,xxxx*xxx� * ;�x SPACE EASEMENT TgONALDIJABTtNPAS TO BE DEDICATED 328 ACKATH�YN QUNN /TENPA&- o x **** xx* xx x**xx x* x* x xx x ** x*,x xx *xx%xx* x *x \NEW I /*** x*• x*•' ***�� / x*•* : **`�***' **x x*xx *** **• * x* xx/ x%* x* x*x x*• x x x* *x* xx xx* x*• x Ib.BI. y5289i 7,,39 \ 1 I I I : � * x * x * %��'x-x f \ x * * * * * x * • * * x * * x * * I \\ \ \ \ \ \ 1 ( I I / r I I � \\ r/ D.QI. 1 �6; P� 5 P�fiT \ \ \ \ \ \ 1 1 / / I P� \\ �, �/ / / / / 10 GRA! EL —� x I\x x x * x x * I \ 1 \ J I / / / / ' \ \ \ I I 11� 1 / / / f %* x .* *xx *x xx .* `. x \� I 1 / / / \ S�PAC I I , I I I 1 , // / , / / / , I / , I 1 / / �:.:/ / I �! x* .**'* * % * x* / x x .* x x*xxx** .* x* x x* S .% II \ I ` ` \ 1 / ' / / / / / \ \ `/ / 1 � * p x lx \ * x * x* * x xx * �- x * x x x x* x x x x x x / / x x x* x x x x x x x x x x x x x* x x x x x* x x x x I x* x \ * x x* x x x 11 4 1 I 1 � / / / / / / / \ I \ \ I I I I 11 I 1 // / / / ! / , // /,' j I I / \ �'` x,✓ x* x•;xx* / \xx* xx* x* xx* x*x x* x+* x* T.M. 16-10A5 PARCEL B* RONALD JAY TENPAS & \I _ KATHRYN DUNN TENPASRE�ERME ---------' -739/D.B. 5289 DR4`INFILD\\ \\\\ D.B. 3126-715 PLAT x.x_pxxx xs� *—x x x x ue _ _ I J / / I \ \ �\ \ / / / ' / / ' / / / 1 / / * x/**x x ) * i0l", � ' / / � .'��/ ,',' / / I J /// *x �sx %*�(` x* /� ) x WI Cb X /' / / 1 \ / / / I x*�;.*Ix . / / l Ix _. POND x x x x x tu �\XI \ � \ J I I / 1 / / / // i / / / / / / � / O° / / / /!/ xI***.\x*�` /--i // *lx;.•�x:*�x�Y;r*"',%-�%:x%*; _---_-- __ `-----�— \1\ / / / j / / / , / / cp / / / ! Ln,�-- \ `y ; x x x �` * /'� ,' ,' x x x ' x .� � _/ — —• � r, _ � _ � ,' 7 �/ I I I \ \ xxx\* * x _y ,_,L.—•✓— / / E�( DISC I I ` L / I 1\ X GRAVEL X. GATE °10' / /�/ #/ / i 1 / I/ i 1 \� x - _ - - ------------ - - \* l I I \ \ \ o I 1 1 \ I ! I ' /' / / // 00 _._ — — — —-- __ _-___ _ — — I i — .600 — -- \'�, 1 I ENTRANCE \ / / / ,_ _ `�- - - \ _ ___ - - 671 --\ J N / I I I , / / / _ �. ---� > . STA IE ROUTE ' \ l EX( F iV C E '�F - - 4,,�_._.�.-Kr='-,=�"_='WESLEY CHAEOAD E ROUTES 6 1 ' I J , ' / - X. CUL X. CULV�F%� --- `\ STAB / - EX. CULVERT Q ROAD - — — WESLEY CHAPEL NEW 35 LF 18 CMP CULVERT ,y @ 1.43% (CULVERT #1) Cn SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM v SHI a Lic.. o. 4 .� 3ji8 SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. 20.042 SITE, UTILITY & GRADING PLAN .0 • .0 120 18# SHEET C3 of C8 C3 HSG B HSG D NOTE: AREAS OUTSIDE OF DA AREA MANAGED BY SHEETFLOW T.M. 16-10 PARCEL A 'If 100000 -'---"--'' BOXWOOD FARM (SWL) LLC & -" � BOXWOOD FARM (DCL) LLC / D.B. 3125-70, 74 PLAT � ,__- ___ - ' ' //_-�'� %i- 595 — T.M. 16-52A _ JACK M. GWALTNEY, JR. 600 _ D.B. 3073-152, 155 PLAT z I LINE �LLJ j---_ _--� � � / ,-__1 _ �- =� ;lam ' \ � - � •`..\`..�,r',`\\ � W.B. 113-269 `\ EX. TREE ; �FFEF� r, , "� \,\ -o ° ___\ D.B. 858-24, 27 PLAT \\ -�P� 0 , /, '-"�`��'`;�_;- D.B. 769-516 x LLJ1 S�� / ; / / //%/w-�- D.B. 363-505 PLAT \' /,ck" TIEW 21-LF 15" CMP CULVERT p ^\�, �, EX. TREELIKE _ - —CI / , �` / / / /r / ��°` -\\ \\ \ ` \ ` \\ \ \` \ \\ `\ \\ \ \ @ 0.95% (CULVERT #2) \ ,- / \ \ \ \ \ �9� ._ /- —595 \ O� \ EW 40-FT ENGINEERED LEVEL SPREADER \ 1—\ •\ \ _ _ ___ �-{-g --_- ;,---T�\__---'/ '' / , I ' / ; + ; `, \ `\ \� \\ `\ \ EVEL SPREADER CONVERTS 1 i / ♦ , \ \ CONCENTRATED FLOW TO SHEETFLOW I, \ \ \ o�'. _ / i ' 1 1 1 NDISTURBED AREA 0 r / I 1 T4 STREAM BUFFER 1 \ ` \ \ � �''\`--------� \ 1 \ \ \ _/ I \ \\ � — 1 a I I / , ; \ �-- I / / / , �'�� ,^ 1 �� '/� / / / %%>' x *fix * { * %� �I � * `\ /• l�c� fEIN E}FTCH- �' I r * * , x� MATTIJVG-EG-3- _ _ _ _ _ ' ,�i ,(* xi:%� x/x�r +xS * x *x/***/x x,*x/xx{x{*%*✓*x/%*I*x x^ \. /C)\ \*%; xi xi x �* x :: �t �x ; ; \ �.!`\. \ \`-----� HS/G x x ** I" �* x * `.:' o `\ /i /B--- x * * .x x�% * * x�x dy i• * x1►* ®. * ��" �.i*7 : * x * 1 0 /o� I ,, / , _ x * �;>/x r / \ , co I xi* x x x x 1* x x r x x % 9� � / I \ I I I/ / / , �. �- J` : *�," * ,�* �x xr x/* x *ix ✓* vx * •/ � *'�`� T. k 6-/10%/5 x FOREST/OPEN x** xx* xx*/ �xS� %* f�ONAiLD' JAB' T/�NPA•S &e - , '-�; --; �-, �-, \\ 1 ' i / / I / � r ' /' � � ', % x * x x * * x * � % �• % * ,�y 't x x * x * x `\ I I I '// // /� / , / / 1 1 I ` I I � o � � � ' x �' x x �; ;x%*,;*� �x� � ; * ; x='x �. � SPACE EASEMENT I I i I I \ , KATH,�YM P NiN 'TENPAS \ `\\\ \\ `\ / ,/ o � * TO BE DEDICATED r _\ / r / / / / I 1 / xx/*x%'* ,A%x % *!_{xi' *x,' x ` xx P9�739 _-- \ \ \ I ' / / / / / I / / / r o i .�-�=----.L / xx x** xxx :*• x%** /� % *x%x *� xxx :•*xx xxx **xx \ , / ff r —+-1� / %/x xx xx _ YX x* x• x* x* xx x** %* xxx *" xxx *xx%';*xxx* y \ x ;xxx xxx"**x **x *xxx*x ;xxx *x 11 ?6-7115 PLAT /' / `- \ \ r l 1 1 / / I, / \ /\ `' DA —2 x * x x * x* x x x x x /xx x xx x xx x x x* xxx x*x x* xxx x x x x x x x x x x x x x* x x xi- \' HSG`B \ \ ' ' I I I r TOTAL 1.59 ACRES i `�i ' I / ' / 0, F ax x x xxx xxx ,xxx *xxx%xx *xx*xxx +*xx xxx* 0i I I I I 0 I I I I � � xx xn,* x** xxx / \ xxx x** xxx ** x*" x** xx x*" ` \ SEPTkQ ' I I I I ' I I ' �� 1 / ' I \ 1 / , I 1 / / , / / I , co ; " ` ' \ o� , \ x x* x "IA/ - II [I 1 I x x x x x x x x x x x DR �NFI LD 1 I x x� * % * / \ * * • x ; :: x x 11 ,M pp x *y * x* x x x x x x x / 1�xx � x/x x x x* xx xx x* xx xx x* x �• I ♦ I / 1 / I 1 j *x ♦♦ , / / / 1 \ \ \ \\ \ I r I / / \ I \` \ � I DA —1 /�♦ / / / x* x / *x % / %x x xx xx x% xx xx x ♦ TOTAL 3.19 ACRES T.M. 16-10A5 PARCEL B o RONALD JAY TENPAS & \ \ ' ` `\ \ \ _ �` /' ' � % �, x ' • � KATHRYN DUNK TENPAS ;,- / I , RESERVE \ \ `\ ------ ' ,' * / / / / * x ��* * � ; % , %� ' D.B. 5289-739 \ \ \ 1 / , / xx/* x%�%*�*' '- ,/- / DRP/INFI�LD \ -_ f , / / �. / / % /%* x* /x � \\ ------ ` ' \ �.� /'000/':x�, x D.B. 3126-715 PLAT \, oZg___/--' I \\\\ Iy �./ \ \ I / / / / / ^% ' ** {x* `x�*%* I xx\`4 '\�� *xxx �/x *x+-"'x•9xx - 1 .- /' ^\ \ ,' / / n%\ * x * * 1x �. � f� 1 / / � / l / r l b / xl * x x x � x�,r y, ,• * ; * x �-*� x * `r , /ram / ,1/ (I I x*a%x.+ x EX. POND ** x *� •' ;x- z /' * x , _... •', *\� + " \ ff� / / / / / / / / ni / / * x x x x —+^` x_ -� \ \ 1\ yy.bf f I � I• // / / � // / / / �' / '/ / /^ '/ , � /� / %Ifx *' x� x " r�C/ �-F""'� % "x x* x %xxx "— * x'*-x'""x� �—�'1'C---- \ t yyyy I r r / / , r l l / , / o / go/ / ',x xx\ xx 1 x �x� x%- %xxx- ,%� x*,� * "x _ o \ .I• 1 I I / 400101, O' /i ;x**x` .� �;** r ">^x ------ \xi \ \ ff I I / r / r / / / , / x�% x*xlx x* �� // , x x� =x;:* x%xµ�x% x%*�� \ f 1 I I I / / / / / / / / O / 1 / I * \x r x %_ x * . "----- — 1 ff \ I I / / / / / / / / / // / / / r xxxx%x*xx r� / �xx�xxx x��-x*�'%xx ;x*. _-- \\� \ \ \ 00,0000 , � ry ,/ — I / Y / / x * x x p x % / x * x * / * �_ _ _,—•—�;t C ,_ _ x x x x cc ' �/' / I ♦ x \* ` x /— c —x=� 1 j I 1 �_\ 1\0/ DI/I CH/ 1t/ ! I \ 1 I / 1 ' \\ x *\* x /,_._,_r— —" r \ / rNs GRAVEL 1 X. GATE �n "- _ \' i \ ENTRANCE ' 1 \ o I \ \ \ // O _ _ 4 _- - --- _ _ _- _ __-__=_ , -� -! - ROUTE ' ' r/ , I / Ei(. F iV(�iEr'._. �: .� r_. . ;�, t _ �' - _ -_ --- - `,/ STATE _ �;�� `L _ _< ;/I `�I /'_ ' —fl ,/ ��•�'-T %,'_'_ _ < __-- WESLEY CHP1PE-E EX. CULVERT I WESLEY CHAPEL ROAD NEW 35-LF 18 CMP CULVERT @ 1.43% (CULVERT #1) Q LL c11 n I HSG B HSG B SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. SWM PLAN 20.042 .1 Scale: 1 "= n 60 120 180 SHEET C4 of C8 PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS TO BUILD A SINGLE FAMILY HOME. THE TOTAL AREA OF DISTURBANCE IS 4.21 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 DRIVEWAY, SIDEWALKS, AND BUILDING PADS AS SHOWN ON THE SITE PLAN. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT AGRICULTURAL LAND WITH AN EXISTING STREAM THAT RUNS THROUGH THE PROPERTY AND A POND ON -SITE. ADJACENT PROPERTIES THE SITE IS BORDERED TO THE NORTH BY A SINGLE FAMILY RESIDENCE; TO THE EAST BY VACANT AGRICULTURAL LAND; TO THE SOUTH BY ROUTE 671 AND A WET POND; TO THE WEST BY ROUTE 671. OFF -SITE AREAS ANY OFFSITE ACTIVITIES WILL BE FROM SITES WITH APPROVED EROSION CONTROL PLANS. SOILS THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA: 5B - BELVOIR LOAM, 2 TO 7 PERCENT SLOPES. HSG: D 7B - BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES, HSG: B 7C - BRADDOCK LOAM, 7 TO 15 PERCENT SLOPES, HSG: B 14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES, HSG: B 81B - THURMONT LOAM, 2 TO 7 PERCENT SLOPES, HSG: B 81C - THURMONT LOAM, 7 TO 15 PERCENT SLOPES, HSG: B 96B - DELILA LOAM, 2 TO 7 PERCENT SLOPES, HSG: D y:1�INLl��l:�i��[i7►�1:a�F CRITICAL EROSION AREAS EXIST WITHIN THE STREAM BUFFERS. NO WORK WILL BE PERFORMED WITHIN THE STREAM BUFFERS. 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. CONSTRUCTION ENTRANCE (PCE) - 3.02 INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE, AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN. 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. TEMPORARY SEDIMENT TRAP (ST) -3.13 A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. ST. AND SEPC 3.13. CHECK DAM (ST) -3.20 SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN LIVE STREAMS. STD. AND SPEC. 3.20. 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. RESPONSIBLE LAND DISTURBER: ARNOLD EXCAVATION AND HAULING, LLC CONTACT: JC ARNOLD TELEPHONE: 434-531-1414 RLD#: 35690 EXP. DATE: 5-1-2023 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. 8. 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. 10. INSTALL 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. •:ut_ : u:►_ a ►1 SWIM QUANTITY: STORMWATER QUANTITY COMPLIES WITH 9VAC25-870-66.D THROUGH SHEETFLOW CONDITIONS FROM ALL IMPERVIOUS AREAS. THIS PROJECT WILL DISTURB AN AREA OF 4.21 ACRES WHERE ALL AREAS OF THE SITE WILL BE GRADED TO ALLOW FOR SHEETFLOW CONDITIONS FROM ALL AREAS OF DISTURBANCE. WHERE RUNOFF CONCENTRATES AT THE NEW CULVERT (#2) BENEATH THE DRIVEWAY, A 40-FT LEVEL SPREADER WILL BE INSTALLED TO CONVERT THE CONCENTRATED FLOW TO SHEET FLOW. SWIM QUALITY: STORMWATER QUALITY COMPLIES WITH 9VAC25-870-65 THROUGH THE DEDICATION OF 3.28 ACRES OF OPEN SPACE WITHIN B&D SOILS. 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 SILT FENCE, DIVERSION AND SEDIMENT TRAP. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. PHASE 2 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 C6. 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION OF ALL SLOPES AND GRASSED AREAS. 7. CLEAN OUT ALL SEDIMENT BUILD UP FROM STORM CULVERTS AND SEDIMENT TRAP. 8. ONCE SITE HAS REACHED STABILIZATION, CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL BEFORE REMOVAL OF PERIMETER CONTROLS AND INSTALLATION OF THE LEVEL SPREADER. 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. TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lbs. Per Acre Minimum Care Lawn - Commercial or Residential 175-200 lbs. - Kentucky 31 or Turf -Type Tall Fescue 95-100% - Improved Perennial Ryegrass 0.5% - Kentucky Bluegrass 0-5% Fjjgh-Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3.1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop* 20 lbs. 150 lbs. Low -Maintenance Slopg(Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop ' 20 tbs. - Crownvetch "" 20 tbs. 150 tbs. " Use seasonal nurse crop in accordance with seeding dates as stated below; February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter 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 Lovegram may be added to any slope or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in nixes. PERMANENT C5 Not To Scale SEEDING (PS 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. STABLIZATION 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 land 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 seeps from a slope face, adequate drainage or other protection shall be provided. 10.STORM SEWER INLET PROTECTION: All storm sewer inlets that are made operable during construction shall P 9 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.Excavated material shall be placed on the uphill side of trenches c.Effluent for dewatering 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 ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINCdSHIMP-ENGINEERING.COM SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. E & S NARRATIVE 20.042 SHEET C5 of C8 C5 Ile i' - 59 — SEDIMENT TRAP PLAN L--' --__ -- ---------- C6 SCALE: 1"=20 _b2° -- W I j �/ / / / / / /=jam ♦i /'' /� �__�._ ^ \ _ + _//__\\ LIMITS OF DISTURBANCE 4.21 AC T.M. 16-52A JACK M. GWALTNEY, JR. D.B. 3073-152, 155 PLAT W.B. 113-269 D.B. 858-24, 27 PLAT D.B. 769-516 D.B. 363-505 PLAT `-\ -\\� EX, TREELIKE r -rt f% �. /♦� 1 / _ / ♦ / / I / / _� \ \ �� \ \ \ \ \ \ \ \ \ \\ \ \ 7L 009 � `-\ \ \_ � 595 _,X,, � \ 1 / ,� //% l � 1 / l / r/ I — — � \\ �}` \\ � \ •I \\ Ski% SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N0, TITLE KEY 3.02 CONSTRUCTION ENTRANCE PC 3.03 CONSTRUCTION ROAD STABILIZATION CRS —X —X —X —X — 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD [DRAWN TO SCALE] 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU D 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE -------- - SEDIMENT TRAP DRAINAGE AREA SEQUENCE OF CONSTRUCTION PHASE 1 1. INSTALL CONSTRUCTION ENTRANCE. TRUCKS SHALL BE CLEANED PRIOR TO LEAVING THE SITE. 2. INSTALL SILT FENCE, DIVERSION AND SEDIMENT TRAP. 3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND APPROVAL OF ALL E&S CONTROL MEASURES. ; S 1 / I 1 j l l 1 / ,' /' /'l S )` 1 �1 1 \ \I \\ \\ \\ \ \ 2 I 1 1 \ \ \ \ 0 NDISTURBED AREA --_ - _-- - TO STREAM BUFFER \ - - - - - - - - \ \ /--'/ \1\ \ \ \\ �� / I / I 1 I I \ \ ` / �, 1 \ \ 1 p I I I I \ \ 1 /-- \ \ 1�K. � I / I 1 I 1\ 1\ _I // / / /' /' . �� 1 �// 1 1 1 � I I----I---t •�-- i jo ___------\Am e / / _--- __*/%*ix%Y* */.%�% r16 am® ------ ' D 1 I 1 \ / / / %% %* /x** %d*%/%*/ � S� *�%q** %%%x *% _ SEDIMENT TRAP DA 1 0 1 I \ / o / r l 1 r / / i' x x % J % / %/x x % { , : * x : * , % Ol9\��\ ��\ --- a I I I / / I l l / I // ' ,�- J` �� ;%.*';x/* !x* %h"Yx**/% ✓* r%r* % / TOTAL 1.24 ACRES I / I-J i l /I % T.V. �6-/1O 5 PARCEL �'\\ \_--\ I I / / / I , �r—1 � , 1 I / / ��♦ � _xx*/* \ \ I 1 ♦ 'I I 1 , { / ♦ / g %* x* x * r* % FOREST/OPEN Ill I I I f�ONALDIJA�( Ti�NPAS & —� \ 1 1 I♦♦ ��. 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POND O /; 0xE/**;*�I x. � r �__;;-* *.y-.� .*-"✓� x.* `'`. _ _"�`-�- "_ 10, \ul \ 9 \ I\ I 1 I I I / / / / / / / / / / / // �✓ co / / / r .I* *.*"Ix.* - , ' / ' %%.*' :%*x*-.•*/ •** %***/ ' _-__ _ - \ I I \ \ _ q E 7\ D I rtG / I / \ \ \ I I I / / / /' 0 l Y #/ I • I�Fa S GRAVEL`, X. GATE `\ ) \1 1 I I r I / I / `° ,' / / / Pc „IO I : 4 _ _ _•_ - __'_' _=_ = = r --- �- L" CNTRANCE ' \ p 1 \ 1 \ l \ r I ,� ,' �/ /' , �o ; �/ /� rsr�r��r _.\� -K= - _ _ _ ==- = ---= =- — - — - ROUTE 67 / - :600 / / / / l 1 EX FENCE ' �___L.-,�= ,- `----� ___ --- - _\ STATE_ 'GOAD %\ \ , ,,. ,' '�` _ ' LEY CHA - / - X . C UL�€ R,T i STAGE R UTE/ 67/1 X. CULVE�Y — \ EX. CULVERT WESLEY CHAPEL ROAD SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. E & S PLAN PH1 20.042 40 0 40 80 124 Scale: SHEET C6 of C8 C6 SOIL EROSION & SEDIMENT CONTROL SYMBOLS SYMBOL N 0, TITLE KEY i T.M. 16-10 PARCEL A / XWOOD FARM (SWL) LLC 8c ;OXWOOD FARM (DCL) LLC 5 D.B. 3125-70, 74 PLAT ' �- - _�,_, .i --' - :--_- ---------- \\ \ _ - 'OOg - \` /- - - 595 ^ _ %� �� ' ♦♦� / j i jl i l // \�♦`� �\ -----�_-----_---- y \-� / ♦� l I I / 1 I / I' \ 1\ IIK LIMITS OF DISTURBANCE 4.21 AC T.M. I JACK M. GWALIIN. D.B. 3073-152, 155 W.B. 113-269 D.B. 858-24, 27 PLAT D.B. 769-516 D.B. 363-505 PLAT —X —X —X —X [DRAWN TO SCALE] NO 3.02 CONSTRUCTION ENTRANCE PC 3.03 CONSTRUCTION ROAD STABILIZATION CRS 3.05 SILT FENCE SF 3.09 TEMPORARY DIVERSION DIKE DD 3.13 TEMPORARY SEDIMENT TRAP ST 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCH MU 3.39 DUST CONTROL DC LIMITS OF DISTURBANCE SEDIMENT TRAP DRAINAGE AREA 3.08 CULVERT INLET PROTECTION EC-2 MATTING 3.20 ROCK CHECK DAMS SEQUENCE OF CONSTRUCTION PHASE 2 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 C6. 5. AS STORM STRUCTURES ARE CONSTRUCTED, INSTALL INLET PROTECTION AND OUTLET PROTECTION. 6. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION, INCLUDING VEGETATION GRASSED ARAS. NEW 21—LF 15" CMP CULVERT 77. ALL CLEANOPES OUTAALL SEDIMENT BUILD UP FROM STORM CULVERTS AND SEDIMENT TRAP. @ 0.95% (CULVERT #2) ONCE SITE HAS REACHED STABILIZATION, REMOVE PERIMETER CONTROLS. ,-NEW 40—FT ENGINEERED LEVEL SPREADER HECK DAM \\ \ \\ \ \1 \ �0 1 I \ \ 1 1 1 ,0 LEVEL SPREADER CONVERTS CONCENTRATED FLOW TO SHEETFLOW UNDISTURBED AREA \ TO STREAM BUFFER \ \1 \ ` \ -_" /--. -- \ ` I \\ -' I \ \ \ I I I I I \ \ \ , / ,�♦' ,___. it T./ I , , 1 x xi \ \ \ \ \ TSIN \ r ♦♦' f , I yx x/*x' x�* �x**�xr'I:t / / / ,� o MATTNC--EE-3— � I 11 1 I 1 \ 1 I I I \ o S \ IIII 1 1 \ � / ,--__- \ \ ,, \ \ \ \ \ / l / r ---- i ,� /*x r*yx *x* *x*r o*r,x� ,x� x x✓\O \/ / / \ \ \ \ �_ \ t \ ♦ / / � _ x�* xJ` xx/ x'y x/"*/ *� xxx 'xxx x D SEDIMENT TRAP DA 1 0 O! TOTAL 1.24 ACRES***xi *.��x��i�*(xxJ •S;lx*/x fxx+� ** :x* \�_ I 1 I I ,� � .., \ I I / / / � � x ** x�* � * . x* ,ix „'*'" •� �F S,r E / I ` T.t�1. 6—h 0�/5 PAf�CEL �'\\\ \ _ ` \--�\ \I i 1/ i ; *0 / y/ / f �7b� \� 1 , , I 1 �♦ 9 x x * x * x * ; : *' x'* %x : ORE T/OP N ONALD JAB T/�NP�kS-&�-, o , 1 I ♦ ♦ I l '*/�� `* ** ** ** ** p / ♦ 1 I \ I o ,, / j xxx;xxx�,�x r rx*7SPACE EASEMENT x** x Y I / SL \ \ \ \ \ I I , ♦ / / / /' ♦r 1 ♦ I o / * xY /x x x x—/ x x x \ \ x, *xxx* xxx , 9 \ I I / / I ♦♦ , ' / �r ♦ v, I I TO BE DEDICATED / I , KATH,�YN gUVN TENPAS-___ ` I I / / ' I ♦�' ' /' ---\ . ♦ o // I I , ; �� * * x * * * * : *'�* �' �' -� 'x /- \ \ \ , l / l ♦ I ♦ / , / \ co I I ♦ / x/* x* ,. x� x* s * x% 3.28xAC 11-�7134l , l / ♦ / / p /' \ \ l I I `/x**` x * * x x x�. / * ". x *ix* x x * x I0.BI. `�2 9j I I I D. 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S 111 I \1 I \ 1 1 / 1, /, / 1 \ \ \ \ 1 I I♦* ` I l l`_ '' / % % I I I % ��/ 1 I I i� x► x x� x *I x x x* x x x x x * x ,t *x x* *xY x *x x* *x* x*x* xxx* xx* *x* xxx* xx** xx * x* x* x x* x* x** x x** x x* x* x* x x* x x III 11 1 1 1 \ / I l , l , � \ J \ \ 1 \ \♦r �y \ \ \\ \\ -�� / / / 1 , / ' / y/ '��! / ��/ x,* *'1* x�*** x*Ix f � *•* •** *** *** ,** *** x**` *** \ II 1 I \ ��-�/ , I / , I \ l 1 � \\ \\ \ \ / / / / / , ,♦ / / / � *x/*%*x* x*** *x1* xx** xx* ;x*x *x* xx** xx* xx** ,x* x 1�� ♦ \\ \\ \ \ \ \ _ / /' // // / /' , / '' / x nC * x / / x/t, x x x x x x x I / ♦ / /, x ;�*,� *xc� * �` T.M. 16-10A5 PARCEL B \ \\ \�\\_ /'// // , // I r�■►�.t \\ \ \ \\\\\\\ \ /' I` ,' ' / /' r�;x**4x**a RONALD JAY TENPAS & * x*• *x*• ***%** ** x*x x** x** \ \ \ = \\\�.r KATHRYN DUNN TENPAS E�ERVE x x 4 * * x x D.B. 5289— � 739 \ JR41NI'l�LD\ D.B. 3126-715 PLAT \ OZ9 —__ ��`J — 1- I 1 \\ \ , I/ � // /,♦ //�/ / // / I I � �/ *+�* *s ./* % / � ^*.`*�*\*� 'a �x�—* %�x,�x� x*�y `Y%* —/ ) I � I I I 1 \ I 1 / / ♦ //I / I / / / / ` / x1** ,'** / *x kx�\ x>" x*x-x*" %�� *x .� /� / / / l I i** x�* l 4J i— x** x1"—x+ >,=%*x x ♦ Cod I / 1 �\ I \ � \ 1 I I I I I ! / / // / // , // / � � ♦ ' �O // ! , 1 / xlx * ` x x\* * x � �/ ' /// x� *!i : xYx'�* * x / . * '�. xi* * -,�'_ - _ __-`_ knLT EI DIITCT# / / / / \Q1 I ♦O-- �+\'�. p I 1\ \ \ 1 1 1 i / // �/ /' / �o / , r� ■>•�■! _x� -� - _- - --- _= _ _ -= _ _ - - 600 - _ - _ _ — STA LE ROUTE 671 1 _ _ T _ — - -- _ --- __- _ -, - - / \\, /I lr) / xrT/ xr_ /'�_ I-1 -x--x> x-_xi x_x// • ,_� �� .ECHAAi'-'ROAD YWESLEY - r / - STAGE R o UTE/ 67�1 �. WESLEY CHAPEL ROAD NEW 35-LF 18" CMP CULVERT @ 1.43% (CULVERT #1) 0 • 40 80 12# SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. E & S PLAN PH2 SHEET C7 of C8 20.042 C7 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates 54ecie Obs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & so- 100 Cereal (Winter) Rye (Secale cereale) Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100 (Lolium multi-florum) May I - Aug 31 German Millet 50 (Setaria italica) Source: Va. DSWC 1 )TEMPORARY SEEDING (TS C8J Not To Scale DITCH SECTION DITCH SECTION MATTING CHANNEL DEPTH CHANNEL WIDTH (ft) CHANNEL SIDE SLOPE 2-Yr Velocity 10-Yr Depth EX-1 SCC 1 EC-2 1.0 6 1.00 3.60 0.76 2 SCC 2 EC-2 1.0 6 1.00 2.72 0.56 Width ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES: NOTES: per Acre Per 1000 sq. ft. Straw or Hay 12 - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower or winter cover) by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 1500 lbs. winter cover or during hot, dry periods.* Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not use in fine turf aeras. Apply with mulch blower or by hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- dried. Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by hand. * When fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft. 3 MULCHING MU C$ Not To Scale CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. f FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2 TYPICAL DITCH C8 Not To Scale DETAIL ADHESIVES Adhesive Anionic Asphalt Emulsion Latex Emulsion Resin in Water Acrylic Emulsion (Non -Traffic) Acrylic Emulsion (Traffic) TABLE 3.39-A USED FOR DUST CONTROL Water Dilution (Adhesive: Water) 7:1 12.5:1 4:1 7:1 3.5:1 DUST CONTROL Not TO $COIF Application Type of Rate Nozzle Gallons/Acre Coarse Spray 1,200 Fine Spray 235 Fine Spray 300 Coarse Spray 450 Coarse Spray 350 (DC) A, a 605 7 PROP GRADE jEX. GRADE 600 RIP-RW 01 IT' ET 9 - - - - _ _ 50 21 IF 15' HDT 0 2.= as s 590 _ 590 9+75 10+00 10+25 101 5 $ CULVERT # 2 - PROFILE C$ SCALE: HORZ:1:10 VERT:1:10 CULVERT INLET PROTECTION 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) i5�SILT FENCE (SF) (('a 'Not To Scale DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW USE STONE FOR ALL CULVERTS *OPTIONAL STONE COMBINATION FLOW - � z.s ORIGINALD ELEV Top Surface Area <•=, �DRY STORAGE r 67 CU. ' (EXCAVATED) FILTER CLOTH ORIGINAL GROUND EL=A Bottom Surface Area "SEE PLATE 3.13-1 COARSE CLASS RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA �- (IN AC.) DIVERSION // / COARSE AGGREGATE EXCAVATED ( �/ AREA FILTER CLOTH �� **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) Sediment Trap Design Data H Z Weir DA Wet Cl Wet Bottom Dry D2 Dry Vol. Top SA No. A B C (ft.) (ft.) Length (Acs.) Vol. (ft.) Vol. Cy SA (sq. Vol. (ft.) Cy (sal. ft.) (ft.) (Real.) (Prov.) ft.) (Req.) (Prov.) 1 596.0 598.0 600.0 3.0 1.0 7.5 1.24 83.1 2.0 97.0 1085.0 83.1 2.0 149.0 2500.0 VDOT #3 STONE W/ FILTER FABRIC DEPTH 15" CULVERT OUTFALLJ / OUTLET PROTECTIONgal CX12" RIGID CONCRETE LIP W/ 1" WEEP HOLE ® CENTER OF LIP CULVERT OUTFALL JOUTLET PROTECTION MAX 1% SLOPE ] I OVER LAST 20' 3.0 6 )TEMPORARY SEDIMENT TRAP S C$ Not To Scale UNDISTURBED I AREA TO STREAM I BUFFER UNDISTURBED MAX AREA 20 I DEDICATED OPEN SPACE I BUFFER It "X12" IGID CONCRETE LIP 40-LF WEEP HOLE AT BOT. OF LIP rVDOT #3 STONE IW/ FILTER FABRIC APPROPRIATELY SIZED LREGRADE 10-FT AT MAX 2% CONCRETE FOOTER SOIL AMENDMENTS TO BE PROVIDED AS NEEDED _ ENGINEERED LEVEL SPREADER (IS C$ j Not To Scale PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL d SECTION A -A FlLTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3d o (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L Lo _ d SECTION A FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18- 7 )OUTLET PROTECTION (OP C$) Not To Scale SHIMP ENGINEERING2. A TVA D CONSTRUCTION ENTRANCE LAND PLANNING -PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN(a)SHIMP-ENGINEERING.COM STONE 70' MIN. CONSTRUCTION ACCESS 3" SM-2A ASPHALT TOP COURSE 2% f 2% STONE CONSTRUCTION ACCESS --\ �6" MIN. 21A AGGREGATE BASE PROFILE 70' MIN. --^^ -ASPHALT PAVED -V / WASHRACK EXISTING PAVEMENT EXISTING %c< 2% FPAVEMENT� 2% 12' MIN.* If Il *MUST EXTEND FULL WIDTH LOA POSITIVE DRAINAGE OF INGRESS AND EGRESS TO SEDIMENT OPERATION TRAPPING DEVICE PLAN 12' MIN. POSITIVE DRAINAGE 27 TO SEDIMENT TRAPPING DEVICE FILTER CLOTH) SECTION A -A A nnil» rium water tap of 1 nlch must be installed with a i ni ninuuu 1 inch ballcock shutoff vahre supplying a wash hose with a (kalneter of 1.5 inches for adequate constant pressure. Wash water nutst be carried away from the entrance to an approved settling area to remove sedi1nent. All sediment shall be prevented from enteiing stolen (h'anns, (htches or watercourses. PAVED WASH RACK NO SC.A_E SITE PLAN TENPAS RESIDENCE ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2020.09.09 REVISION: 1)2020.12.07 2)2021.02.17 3)2021.03.18 FILE NO. 20.042 }} CLASS I RIPRAP VDOT p3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAPWill I willill I Will I milli 1111111111111 111111 Will I milli I LMIIIlllt=f III - 13 PAVED CONSTRUCTION ENTRANCE (PCE) E & S DETAILS TO REPLACE SILT FENCE IN " HORSESHOE " WHEN SOURCE: VA. DSWC PLATE. 3.20-1 HIGH VELOCITY OF FLOW IS EXPECTED TYPICAL VEE-SHAPED DIVERSION q$ Not To Scale 9 ROCK CHECK DAM 11 12 TEMPORARY DIVERSION DD SHEETC8ofC8 C$ Not To Scale C$ Not To Scale C$ Not To Scale C n