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WPO202200047 Plan - VSMP 2023-03-08
Bryan D. Cichocki U Lie. No. 53741 1c0 31//23 SOUTHWOOD VILLAGES 3 & 4 yf�L(IONALyCs SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: ZONING: REFER TO ZMA 2018-003 CURRENT USE: RESIDENTIAL 09OAl-00-00-001DO PARCEL AREA: 86.80 ACRES DB 3375 PG. 063 ZONING: R2 RESIDENTIAL OWNERSHIP: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA22903 PROPOSED USE: TREE CUTTING ONLY - NO GRADING LIMITS OF TREE CUTTING: 22.1 ACRES VRRM LIMITS (EXCLUDING EXISTING IMPERVIOUS TO REMAIN: 20.67 AC HUC 8 NUMBER: 2080204 NUTRIENT REDUCTION: OFFSITE CREDIT PURCHASE IN PROCESS. AFFIDAVIT OF PURCHASE SHALL BE PROVIDED PRIOR TO PLAN APPROVAL. ECOSYSTEM SERVICES, LLC 1102 Carlton Avenue Charlottesville, VA 22902 540.578.4296 www.ecosystemservices.us jonAecosystemservices.us February 6, 2023 Matt Denhard, PE Project Engineer TIMMONS GROUP 608 Preston Avenue, Suite 200 Charlottesville, VA 22903 RE: Nutrient Offset Credit —Credit Availability Letter Project: Southwood Village 3 Project Address: 538 Hickory Street, Charlottesville VA 22902 Project HUC: 02080204 Bank HUC: 02080204 Bank Address: 1705 Lambs Road, Charlottesville, VA 22901 Dear Matt, We appreciate the opportunity to provide a credit availability letter for 2.20 pounds of phosphorus for the above referenced project. This letter is to certify that as the date of this letter, Ivy Creek Nutrient Bank has 159.56 pounds of phosphorus (TP), 245.54 pounds of nitrogen (TN), and 50,314.27 pounds of TSS available for transfer to those entities requiring offsets in accordance with the Chesapeake Bay Watershed r''ll 1� Nutrient Credit Exchange Program (VA Code § 62.1-44.19:14 et sec.). Those offsets are also transferable in accordance with the Virginia stormwater offset program (VA Code § 62.1-44.15:35) and the Virginia Soil and Water Conservation Board's Guidance Document on Stormwater Nonpoint Nutrient Offsets approved on July 23, 2009, to those regulated entities qualifying for nutrient credits. �T ` t` We can certainly accommodate your needs and could offer to fulfil the order of 2.20 pounds of phosphorus.' Please feel free to contact us with any questions. I hope we have the opportunity to work together on this project. Sincerely, Ecosystem Services, LLC i z�, 'r �q,1 f"I. I �_ ��rd, i�.�� I� Jonathan R. Roller, AOSE PSS Manager —Authorized Representative VSMP TREE REMOVAL ONLY WP0202200047 03/01/2023 COUNTY OF ALBEMARLE, VIRGINIA P A Oak Hill Q J� SITE Brte,r�t �n LOCATION o Hickory Sc Jacks, Ak)j a o VICINITY MAP 1"=1000' DEVELOPER: HABITAT FOR HUMANITY OF GREATER CHARLOTTESVILLE 967 2ND ST SE CHARLOTTESVILLE, VA 22902 OWNER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: (434) 327-5380 Sheet List Table Sheet Number Sheet Title C0.0 COVER C2.0 PRE AND POST TREE CUTTING SOIL CONDITIONS PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PLAN - TREE CUTTING ONLY C3.3 PRE AND POST TREE CUTTING STORMWATER DETAILS TOTAL SHEETS = 6 am O cc t7 N Z 0 f Z O K U Lu w 0 Z O w cke DATE 03/01/2023 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A M V) (W V Qa J J LL � 1-1 2 w m� LU cc Q OLL U Q � 0U 0 U) H IOB NO. 49821 SHEET NO. C0.0 \ / / o / I / I r / PRE -DEVELOPED DRAINAGE AREA 2 ir�d=AREA3.51AC R 6 IMPERVIOUS=0.66AC PERVIOUS (TURF) = 0.26 AC (B) \ II\\1 f�i US (WOODS) = 2.59 AC (8) 64 e �i� i l I I l �I 11y / ) ItQ°, �/% Ti: 8.0 (min.) ANALYSISPOINT2 - PRE -DEVELOPED DRAINAGEAREA 1 ' J \ } y�y \ �k\ \` / J \ III v/;/ ,. /, . � ` , , ' ,,, � LEGEND ANALYSIS POINT 1 - AREA =2.81AC rx 0/' J _ PRE -DEVELOPED DRAINAGEAREA 5 ,-7y _ _ - / IMPERVIOUS= 0.53AC ✓`'�^ .` / _ _ _ _ - _ , EXISTING IMPERVIOUS AREA TO PERVIOUS (TURF) = 0.40 AC (8) AREA = 11.99 AC T / l , // - _ _ _ _ _ f IMPERVIOUS = 3.01 AC �'` r` - REAMAIN AND BE PROTECTED PERVIOUS (WOODS) = 1.88 AC (B) CN: 64 / PERVIOUS (WOODS) = 8.98 AC (B),_ j 11 _ I CN: 66 !�' B °� �-' 111I TIME OF CONCENTRATION FLOW v n D. Cichocki _ Tc:8.3(min.) PATH lie. No. 53741 Tc:8.50(min.) _ To _ _ /,'/ �/ 460• - �4 _ IO�I\\� /\f�^\_\__ \ I s=- _ = id BASIN DIVIDE O� 'S' OVALIN l = s0_ '/ \';._ lieu g Ip SOIL DIVIDE \ / '''- - `T_�_ I// / /, (\ \ �_��� - II r \ \-- �� - \I 1\✓`\\\\ ,�=`\�-_/J / -IIII 11 0E \ \ \ \1\ \ \�\\ \\ \ I IIIIIIIII 11 U, u IN I I N IN\ IN \ \ ,'+iIJ I I \ 11j�1111\\\\\\\\\ o\\\\� JI 111 I /// IIIII / 11\ 4 I - _ _ \\\ \ II \ aiE /, ` i - _-4_80= - 1 J / 1 I \ �\ \\\ \\\�\\\\\\ \\� IIIII // I \ w_ \JANN \\ \\\\\ 1 �\ \ ///J/// I i \ \ H_ Lu o 3 IN 0 LL,� a _ \ \ _ _ - // -\I 1 1l l \II\\ \ f/ II o_ _j L M h \ \ \ \ \ \ \ h /' _ _ IIIII W V oo Z I, \� ! l 1 1 / \ iIIItI 11IIII I\l\ ( _� - - ->ory 475 Il/ I I \ 111 IIII -I rn O / / �\ I \ \IIarv\ a i IIII O , _ " \ \ \ \ _ -,i,\\ \ / / ' / / ,� /' I II II. J��\ ,\ �_ ' I I �_F - , \\__ _ \ • - % 4'/ /'/I I 1 I`°1�1 I t ^ ,�-hfF_� - -giil'� :46070=^ \\--_ -- / � 'ti� \\ \1\ � 1 1\)\ 1 \ \ v I ` >?<e9or s � 49/% r1 I It\II li•!I•'tl\\\ \\ \\\ \\ rv„�v•� w II�74 - Ilf; IN w _1 II�I\ '7U a IN, 1111 //lull) I \ - \ /S II \\\ O 11l / / /•� I 11111/ III I I \�\\ \Uri //z \� 0/' \I i11�- I / / 1 /l I 11 II I �\\ \ 1\ \\ 46\l1 M / \\o \ I, / l / // \ \- 55 _ ' yam\ y\ ! / ` / // / /r r /r \\ o \� 6Q'i _ \ I I / / - }�"\ \"C i / i i \ / \'I PRE -DEVELOPED DR,4/NAGEAREA 3 a � ` � // / \ \\ 4 - , - - / /�/. 1,1 1 \ / � _ , /r � , I // it �i /i /r ii\`<r� \\\\\ � \ , AREA - 1.53 AC 1 - Y ' / ' ' //� \ \ \ - - +rM111/'."�°"". , I \ \\ \ \ ` - 5 _/. / i / ,i, I \ \ I Q �,' / - o / / _ - Q� \ \ -ANALYSIS POINT 5 i / / / , 1/1 l / �\ \\ \\\IN /'• \ /� .ice \ \ \ \ 44. / / % % I `ll J / / \ \ �- / i / / i / // i \ \\\\ 't \ IMPERVIOUS - 0.41 AC � � / / / I // � � � 450; _ - - i/ /' � � < / l r / / ' 80 / / � � // �, ///\ \ \ / \\ \ \\ J�\\\\IN �\\ � �' _ �/ / / ll�lA45/0� I (I/(/l �J\�� l \\\\\ / } PERVIOUS (WOODS) = 1.12 AC (B) �/ / i �" ll/P f;\-z - 4 -_-/ ,/I l lam_ -� _ �� ' O / / 'i, , h6Q�• I \ // 7 / /� CN.•67 ��_ _ / / / / / ll^ �_ i ///.I\\ _ �-�./D�/ r / j r'l. \ / I r/- 6 � / fOr \_ l _ \ \� \\\\ \ w TC: 6.0 (min.)- / / O , i / // / r �^ 4 _ '/ i \\\ \\ % / b // / /, /, /i / \ I J I I �/ / , \\ \1 \\ \\ \\\ J r JN W Lu // ' /! `Aug _�i y\ _ -/•�i rj / // /' '\ / \ I I // i' i' 7 i1I // %//'// /�'"/ ems- �- I1 \\ /g \ \ \ H \ ii \ _ _ / i (}a r / /i \ \ I Y / / l II i / /j /// � _ 1ST ' - - � �\\ III I 111\\ll \\\ / - � 2 Q SOILS INFORMATION: 6 r / / / _ .4 = - _ = % \ / - / / / / - _ _ \\IN 1 1i1� r r I 'i5 / / / / 5' V - �/.I\`r sfr" \ / / / / / / \ �I I I I '/ii4 � IIII/<� ✓ �� = _\� � � \ \\ � \ U O b / 5' IIII/ --' �'/� i'/i/ �'% / �"._� / \ I `�\ /\`.�y��// __-��\\ \ 111 I (\\\\J`� a II..... \ \\ 1 \ z 5 � _ ANALYSIS�' \ ` 1II� \ \ g / \ l -J \ yl/i/ i /i.�// -43 -.�--- POINT �.\� \\ III I \\\\\!�i' O0 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 I _ / / // // / \ - - - _ = J \ 1i�11 1 I II pp �I \ / \� \ ` V) DATE INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, I f I_ - ' �b , /, / /// // /5/,/ / / //� 425 \` , _ , ri ;4iv� % / b ; /// _ \ 1 �\ \\�I =� \ _ _ / V1►r� \ I I �' 11 'll III\4 1 \ \ ¢�\\\�\\� \\\/ �� = HYDROLOGIC SOIL GROUP: B �% r R- // a - % r� ' / \1 \ \ \ \� _ \ II IIII l�\\\ \ II \ \ \ > l i , / /ii /i - ab/ Gi%i '�� '420- �- / �o %/� '� / / / / /r�5 ' , -v / \ i _ \ \ `\\ l� \� \ I a J / ./. /i / /acc�.,,•- �A �-G IIII 3/ ? �',- /ice �// / k i _ ^ /y / % / I\ 1 1 \ .� \ \'� \ \ \ \ / ram\ \ / 1 1 I II II I11 `�`� 1\�\\\ '\; I ��\\\ \ \ r 1\ j 03101/2023 PRE -DEVELOPED DRA/NAGEAREA4 -�� Ado%�j %_ �' Sy i' �'T i /- _ „� f ! (\ b�01 < r \ JII J I�( I;'o/� \ 1 I IIIII I 11\\p\\\\ O 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 AREA = 6.10 AC _ _ i> '�-/ . %/� ' /. = - _ / '/ / ' '' '/ - - / \ ;� <\ \\.rC \ \ \\ \, 45 G i _ Sc \ \ \_J \ / M II I�\ Pj a\\ 1 I ) I l IIIII \.a�\\ \\\ �\ / r `..\\ } DRAWN BY 4' /'/i -maySNI INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, ,� �c ;_ �� IMPERVIOUS = 0.65AC/ \\ \\\I \\ HYDROLOGIC SOIL GROUP: B I% /�i r ' ' J / / \� ^\�\\ \\�\ T. BRIGHT PERVIOUS WOODS = 5.44 AC B / - y�`�\11� \ \ \� 44317� CN 60 '�//ii�j, / /// _ _�' I i \�C F,\\\\ \\\\ \\; .\,\III / / T L \ \ \ \ \\\\ .._/� \ " 39D - HAZEL LOAM 15 TO 25 PERCENT SLOPES 20 TO 40 ' 'l 420 _' Tc: 9.6 (min.)j/ ir/ , 1 / \ ' I ; 480rJ ' a/ SI I \ \� \\\ \ \ \ \\ \ \ ` \ `, / �\I\ • DESIGNED BY i i / // / p 5 / Y / / O / / \ \k� \G \ \ \" \ I\ O INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, \ - 415 - _ /'aJ a 0%%i/%� ��'//'/ V+ % i /r i ✓ / / / / f ' / - %�J /l 4, 1 \ Y \ ) 1 \ - ` \ T. BRIGHT 'HYDROLOGIC SOIL GROUP: Br/pc,/i / // J \'`< 1 ^ \ \ \ \� P\ 1 • %/ r 41 � Zkri , % /'/ /� bI i I /fit 1 �5\ I, 1 1 /\ \ \ ( \ \ \ I // p / ( 1 I 1 < �� /�, \ \\ \ >\ ���� ��\ \\\ er / \ - 1 1 1 _ \ //� I _ \ `' \ ��" 3 • CHECKED BY > l d' \ J,� \._, , \ \ \ = \ \ \ \ I11 39E -HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 I \ \ \ INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, \�` ` __ = p� i (ll \ ' '/ fj I �( v\ \ \ \ \ \ \^� ` \ \\\\ \ _ _ _ _ \ \` \\ \ \ /, ' /// - \\ 1>/ • / J ( J ` Y\ \ \Y l \/ \ - ^ \ ` \ \\ \ ! II Il • B. CICHOCKI HYDROLOGIC SOIL GROUP: B'o %_ = \ 1 J SCALE 1 "=100' % _ _ _ _ - THE CUTTING ND1T1 • SCALE �4i / lg / / r / „ r _ \ \ - _^ \ 1 ,)1�i �� ^ 8 "\ \• ! f 0 1001 200' // / / // / / ✓r / / / PRE -DEVELOPED DRAINAGEAREA 1 � J \ nl b'%/ '` ` ' • ` /o / �/ // l _ _ I, ,,. _s.��.�,r`.`�k.`y I `\ LEGEND ANALYSIS POINT 1 /� /O AREA=281AC / / / r / / / / / /, - PRE -DEVELOPED DR4/NAGEAREA 5y, / y - _- 1 MPERVIOUS = 0.53 AC r. r ` l _ _ _ _ AREA= 11.99AC ! EXISTING IMPERVIOUS AREA TO /. /'ir/ii%ri% �fG�//i/,//i//' L I ll /,,�y r/rrr \ / �' ^� ��.`\ l\�-=-_----�- /�i'/° (TURF) =0.40AC 8 IMPERVIOUS �T l PERVIOUS ) ( ) PERVIOUS GOOD BRUSH =1.88AC B / / ` ` /�/%� =- - - �'Cr'j REAMAIN AND BE PROTECTED // r, �/ , /i ��//, r,, r,/f,�/ //, /l / PRE -DEVELOPED DRA/NAGEAREA 2 I ( ) - () l PERVIOUS GOOD BRUSH - 8.98 AC B ), ` , ' �'� - �/9� // AREA = 3.51 AC \. \ - _ , /e _ _ - CN: 59 // I CN: 61 ( ) - () ^/ / %ir��h ' // /i / / ll l/ / l MPERVIOUS = 0.66 AC _ Tc: 8.50 (min.) �i r / III lJ / \ ( / s - - -ff TIME F CONCENTRATION FLOW ( I / I PERVIOUS (TURF) = 0.26AC (B) \ \\\ _ _ \ _ \ / - Tc: 8.3 min. _ _ /``rr /4 /r - CL z � ( / PERVIOUS GOOD BRUSH =2.59AC 8 ' ` _ ^� - -�- _ \-_;�L-- _ - /i PATHO Q ( ) - () y - o� �\ /'i�� /i�/'/� III I \\ 1 ) / ° CN: 58 / _ r - ' / /L%i„'.� i J %�/i q /i J� II 11 ) f�/, / 46p °1 @/�h _ _ _ _ _ 9 - s_ _ -;__- /_ BASIN DIVIDE r� // g //ri, 1 /I AO Tc: 8.0 (min.) 'i a 4s0. 1 I \ J r\ O- - - -`n ' - _ - - I 'I 1I, sy - _-_ �� l\ ' / �I / r / / ♦ _ -__\ I�1�� al __I( ICI I _ -R I /f // ^\ - t�..\\ J - _ .�` - i� SOIL DIVIDE �/�j�%/�� 7 l7 S ANALYSIS POINT 2 r <� l \ �46$• 6 I / 1 � - _ ? _ - r' r ` � \ \ `� � �; � � _ -`\ � _ TYPE: \\\�- - - \� _ �. _ t 80� -- _ � �- _ 11 \ II \\ Ill\\\( \ 1(1 / \1 \ 1 \ - / '�`_ _ - - _ / II ( 1 11 111 \ \ \ p \ \ I \ (/� 0 1\1« \ �T \ \ \ _ �/ i - s- `�J\ \ �'iil� 1 I �11\\`\\\ \�\\\ J1111//IIII / 1\ V/ 1 ( / 1 I \ \�\ \\\ _ Z \\INLu \ \\ \\\ 1 \ \ IIII// I \ _4 \ _ \ 1 IIII 'r \� \ \ \ \ \ ' \ \I 1 //( 11\11 \p111'I 11 \\ \ fIi II > - NN © \ \ h / _ / I 1 I �. ` \ I 1'l`l II I II III Q O \ 475 / / _ -) 1 / r l/ t 1 I I 1 I 1 \1 INA"p11111 j11111i (__ _ 1 - / A /f� r, l 1 OI I \ I' l'\\\ \I\ 111 \ \ / _ - - J LLJ c a _ _ \ 1 \ J/ \ 1 \ \ II � Q /' / I r� ' /�\ \ I /I �lI J IIIII p1�1\\\\\\\\ IIIN ILLJ I H� \ �' III \\ \ \ \\ .-ulllll�\\\\� / \ \ m Z I \ /' l _� _470� \ \ _ ^ - - i I �I / \ / \ " I / / j I I j \1 \ ` �� \ \\\ \ J ANALYSIS POINT 3 \ ,I _ \ f I / / /(I �/ Ill I��\\\\ / \ \� I II \ 1 ^ \ \ Q \ \\ I / / I / / I Ill,,I \\ 111\ \ Q -_ I I �l i I1 II LL O \ �, � _ � -.\\ / III \ Q\1 /- co \\ I �• / 1 / )II I 1 \ ! \ A T , I/ II / I/ �,ql I I U\ \\\ ' • \ l rn � - _ � \ \ l J - \ / \ _ _ %� - _ �` t� I I \ \ 111 \ \ \ 1 4 U\ I IN T,11 ! �{ a\ \ _ / - - 5 I 1 \ \) I I I \ / I 1111 IIII \ a • \\ \\\'\� U 465 I \ \ \ \ I a III 1 t 1 I I f/ 1 I I I II i \\\ \\ ` \\\\ \\\ Z /-�!� / •// / Il/ (ilfl 60 = \\_ - / \ 'y\\ V ) 1 \ \ I o v -u ` 1 / �I \\ \ I II� II ll•17!•',� .�\\\\\ U S O w -;Iv I / _ '�� / I \ �I L \ l \ 1 II 1 \ IV O III I _�_'� I� Oit -/ / ,� , /��� �\\\1\\\I III)IIIIIII(Ili. I I \��\ �� A\ U w /// I _, / / Illlf II lull' \\O\ y \ O 11� •� \ 11` \\ \ �_�_�' IIIII / / / ' i // \ / /• \ / //% /S'c�/., / Illl I/ 11 \ \\\\\ f\ o �� 46Q�'- 1 ' If / ///�%\ \\ � _- _ �- / a/i/,,,�yl\�\► �� � i IIII/ i / / -.11 f G1� �J I\ � s5i/// ' J 11 1 j/j/ �P �� /r < / I 1 \�\ i r (n \ IAREA=1.53AC _Y / /,IIII \ \\\_._ _,I \\� \\` 5% / / < l // \ I _ I �' o '�//�/��'-�0;- _ '\\\ \\\-ANALYSISPOINT5 4 - tIf /�i, , / a / .\ \ \\'\N _ / / \ \ ` _ _ - i /,ice \ \ - - - i 4. / / /'� l `/ / r \ / i�a//' / ! i / .Sr/ �6 �/' /= \ 1 ) \ \\\`�\\\\\\\ \ \ IMPERVIOUS=0.41AC A \.^ 45, _ j� aa0.l i 45„ y ! //./ / _ /\ I�I� / / d //_-- \\/ \\\0\�\�\�i O - _ Ill�lllrl\^- i i �i /�. / '4 i i /"45 (Il` �J / _� y$� l \\\\�\\� I / PERVIOUS GOOD BRUSH )= 7.12AC 8 - / / J / / / ll r ^ _ - _ - /� IIII \� - _ s / - 0'i �' 4 r y0 II l �� - / / / i �? ii i � �` \� \\ \0I\ \ ( )- O - T / / 1I /1 _ _ - - - / 'aa,hGJ / / / \ , y'� 0 11� �i� %/i ��\ \\\\\\\N \% \ / /i l l l � �- -/ _ � - �/ r 1. e 6 / � -� I . i o / r \\ \ �I � �\ \.. ! -CN:61 I- '/, '�/ i/%'/� / /�/��� 4 -- /''I'll\\ �`_ /D�/'i/, j or0 I /r%_ T/ \ \ I / i�c-�= _ \\ U \\\ \� i \ / r �' \ / b i / / / _� \\ \\\\ Tc: 6.0 min. I / i /- \ \\ \\ / \\ \ (min.) \\\�/��\\\m z \\\ /-^`r O \\\\ I ll \\ 11i1I ,�\ �� _ _ - �IIII�I� b / / / / _ ice• / / , / / / i / I _ \\ r � � - ANALYSIS � , / 5 / \ \ / ! / J \ \..�\. �� _ •�. ^ 1 \ \ I / / , / / / /4 / / -'430; _ ^ = -_ - wi - % / /45 /' \ ) _ �!' I \ \\� \\ �''c= = _ - - - _ \\ \\\ 111 '1 �� \ V / "_- '_-' �'/'/ / 6/''/, //// / _/ II I/ 4 ' I II \�1\\\\\\-_�� -%I �i- �\�\ \\\ IIIII IIIIIII'���\\`f� W _ - _ -- 1 II III \ \\ -42 \� 3v� - �% i / // / b / / _ \ / / 1 \l\I \\ \\\4_� I_-� \-i,Vtr� \ IIIII I� IIIIIIIII; /\ \ 14 -��� /%35 ����?%� %i/r�//! /i'II`l\1111\\\\/ \\\�1\\�� \r /:$C 20- _-,_•�_ i//a % _ / / / \ LL �-..G/// Oi ' /% �i _ GJ�,'� i / b / / - \ / r / I� I 1 .� Y \ \ \ \ \ � 11I%\10 \ \ r J PRE -DEVELOPED DRA/NAGEAREA 4 '.'��%a / ��' % _ S5 �j 'j '- _ „� f ! / I\ b 1 r < r \ J I , _JII f9 I o \ < \ \\ \`- �' �/)✓ \)\ 1 II II I I� I II I I I I :1 \p\ AREA - 6.10 AC / 4 -_ , / _ ( / I \ P= \ r i9 /IIII/ G15i% i // j�� I l \-J \ O-S I �' IN I MPERVIOUS = 0.65 AC �'' / 4 S PERVIOUS GOOD BRUSH - 544 AC B � / � - _ I >\ \ \ \ \ \\ \ I � \ �\\ \ \ \\ CN: 53 Tc: 9.6 (min.) // // Y / / ' O / ' / 0 / / \ \ \ \k�• \ � \ � )1 \ I \ \\ -%i,a• A' //%IIII / i qv�-i //�/ / �! / f /' -/�/ 41� \ \\\- /IN I� IIII vy/ / ' / la A l J J�t �� I\ '�J \_. r/\\\�I '\ \ �`'�\\ _ \ ��" a 6 si \\ �\-- - / / / i/ / /'/ // �,�1 11 \/111 1 \ / // % / �\ 1 �\ 1 \\ ?' J. / \ \ �\ \ \ \ 41v P` 3 JOB NO. I r\ \ ) // \1 1I Q\ \ \` \\N��\\ ��\ \ -_- \\\\\ _//\� Ir / J ` (Jr \\�yy� -�� \\\\\ \ 1 ^(gyp -/ -\ \ \ r1- , \ �'\ Y'/ / \ \ \ i \ \ ' ,l IIII\I\\ Y70�1 \\, 1`(/f *, \ \\\`\\�\ �\ `/ III\Q �ONDIT S - �y -\\ SCALE 1"=100' \ \\♦ � / \ / \� \ �\ r \f(\ I \ SHEET NO. ZI.O \\\� \y \� /- _/ ` T.\ \\ \ 1 II C2.� / �\ ) ^i`r 1 \ \ \ I \ X \ \ \ \ 0 100' 200'A IN MULCHING 0 Definition Application of plant residues or other suitable materials to the soil surface. E=oses 1. To prevent erosion by protecting the soil surface from raindrop impact and reducing the velocity of overland flow. 2. To foster the growth of vegetation by increasing available moisture and providing insulation against extreme heat and cold. Conditions Where Practice Applies 1. Areas which have been permanently seeded (see Std. & Spec. 3.32, PERMANENT SEEDING) should be mulched immediately following seeding. 2. Areas which cannot be seeded because of the season should be mulched to provide some protection to the soil surface. An organic mulch should be used, and the area then seeded as soon weather or seasonal conditions permit. It is not recommended that fiber mulch be used alone for this practice; at normal application rates it just simply does not provide the protection that is achieved using other types of mulch. 3. Mulch may be used together with plantings of trees, shrubs, or certain ground covers which do not provide adequate soil stabilization by themselves. 4. Mulch shall be used in conjunction with temporary seeding operations as specified in TEMPORARY SEEDING, Std. & Spec. 3.31. Planning Considerations Mulches are applied to the soil surface to conserve a desirable soil property or to promote plant growth. A surface mulch is one of the most effective means of controlling runoff and erosion on disturbed land. Mulches can increase the infiltration rate of the soil, reduce soil moisture loss by evaporation, prevent crusting and sealing of the soil surface, modify soil temperatures, and provide a suitable microclimate for seed germination. Organic mulch materials, such as straw, wood chips, bark, and fiber mulch have been found to be the most effective. Chemical soil stabilizers or soil binders should not be used alone for mulch. These materials are useful to bind organic mulches together to prevent displacement. A variety of manufactured SOIL STABILIZATION BLANKETS AND MATTING (see Std. & Spec. 3.36) have been developed for erosion control in recent years. Some of these products can be used as mulches, particularly in critical areas such as waterways. They also may be used to hold other mulches to the soil surface. The choice of materials for mulching will be based on the type of soil to be protected, site conditions, season and economics. It is especially important to mulch liberally in mid- summer and prior to winter, and on cut slopes and southern slope exposures. Organic Mulches Straw - The mulch most commonly used in conjunction with seeding. The straw should come from wheat or oats (free of troublesome weed seeds) and may be spread by hand or machine. Straw can be windblown and must be anchored down by an acceptable method. Ey - May be used in lieu of straw where volunteers will not present a problem, and may be spread by hand or machine. Hay can be windblown and must also be anchored or tacked down. Corn Stalks - These should be shredded into 4- to 6-inch lengths. Stalks decompose slowly and are resistant to displacement. Wood Chips - Suitable for areas that will not be closely mowed, and around ornamental plantings. Chips decompose slowly and do not require tacking. They must be treated with 12 pounds of nitrogen per ton to prevent nutrient deficiency in plants; however, can be a very inexpensive mulch if chips are obtained from trees cleared on the site. Bark Chips. Shredded Bark - These are by-products of timber processing which are used in landscaped plantings. Bark is also a suitable mulch for areas planted to grasses and not closely mowed. It may be applied by hand or mechanically and is not usually toxic to grasses or legumes; additional nitrogen fertilizer is not required. Fiber Mulch - Used in hydroseeding operations and applied as part of the slurry. It creates the best seed -soil contact when applied over top of (as a separate operation) newly seeded areas. These fibers do not require tacking, although tacking agents or binders are sometimes used in conjunction with the application of fiber mulch. This form of mulch does not provide sufficient protection to highly erodible soils. Additionally. fiber mulch will not be considered adequate mulch when used during the dry summer months or when used for late fall mulch cover. Use straw mulch during these periods. Fiber mulch may be used to tack (anchor) straw mulch. This treatment is well suited for steep slopes, critical areas, and areas susceptible to displacement. There are other organic materials which make excellent mulches but are only available locally or seasonally. Creative use of these materials can reduce costs. Chemical Mulches and Soil Binders A wide range of synthetic, spray -on materials are marketed to stabilize and protect the soil surface. These are emulsions or dispersions of vinyl compounds, rubber or other substances which are mixed with water and applied to the soil. They may be used alone in some cases as temporary stabilizers, or in conjunction with fiber mulches or straw. When used alone, chemical mulches do not have the capability to insulate the soil or retain soil moisture that organic mulches have. This soil protection is also easily damaged by traffic. Application of these mulches is usually more expensive than organic mulching, and the mulches decompose in 60-90 days. Blankets and and Matting Field experience has shown that plastic netting, when used alone, does not retain soil moisture or modify soil temperature. In some cases it may stabilize the soil surface while grasses are being established, but is primarily used in grassed waterways and on slopes>Q The following types of binders may be used: hold straw or similar mulch in place. a. Synthetic binders - Formulated binders or organically formulated Jute mesh and other soil stabilization blankets are good choices for mulching on difficult products may be used as recommended by the manufacturer to anchor slopes and in minor drainage swales. Most of the soil stabilization mattings (used to create mulch. a permanent matrix for root growth within the soil) must receive mulching in order to properly stabilize an area. Notably, some manufacturers have recently developed permanent * b. Asphalt - Any type of asphalt thin enough to be blown from spray mattings which include self-contained, temporary mulching materials; however, these equipment is satisfactory. Recommended for use are rapid curing measures will have to meet the requirements noted in Std. & Spec. 3.36, SOIL (RC-70, RC-250, RC-800), medium curing (MC-250, MC-800) and STABILIZATION BLANKETS AND MATTING, before they can be recommended for use emulsified asphalt (SS-1, CSS-1, CMS-2, MS-2, RS-1, RS-2, CRS-1, and on steep slopes and in channel flow situations. CRS 2) The most critical aspect of installing blankets and mats is obtaining firm, continuous contact Apply asphalt at 0.10 gallon per square yard (10 gal./1000 sq. ft. or 430 between the material and the soil. Without such contact, the material may fail and thereby gal,/acre). Do not use heavier applications as it may cause the straw allow erosion to occur. It is important to use an adequate number of staples and make sure to "perch" over rills. All asphalt designations are from the Asphalt the material is installed properly in order to maximize soil protection. These products are Institute Specifications. discussed in more detail in Std. & Spec. 3.36, SOIL STABILIZATION BLANKETS & MATTING. • Note: This particular method is not used as commonly today as it once was in the past. The development of hydraulic seeding equipment promoted the industry Specifications Organic. Mulch Organic mulches may be used in any area where mulch is required, subject to the restrictions noted in Table 3.35-A. Materials: Select mulch material based on site requirements, availability of materials, and availability of labor and equipment. Table 3.35-A lists the most commonly used organic mulches. Other materials, such as peanut hulls and cotton burs, may be used with the permission of the local Plan -Approving Authority. Prior to mulching: Complete the required grading and install needed sediment control practices. Lime and fertilizer should be incorporated and surface roughening accomplished as needed. Seed should be applied prior to mulching except in the following cases: a. Where seed is to be applied as part of a hydroseeder slurry containing fiber mulch. b. Where seed is to be applied following a straw mulch spread during winter months. TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES: MULCHES' NOTES: Per Acre Per 1000 sq. ft. Straw or Hay 1k - 2 tons 70 - 90 lbs. Free from weeds and coarse (Minimum 2 matter. Must be anchored. tons for Spread with mulch blower winter cover) or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for 15001bs. 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 areas. 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 20M lbs./ac. or 45 lbs./1000 sq. ft. Application: Mulch materials shall be spread uniformly, by hand or machine. When spreading straw mulch by hand, divide the area to be mulched into approximately 1,000 sq. ft. sections and place 70-90 lbs. (1k to 2 bales) of straw in each section to facilitate uniform distribution. Mulch Anchoring: Straw mulch must be anchored immediately after spreading to .prevent displacement. Other organic mulches listed in Table 3.35-A do not require anchoring. The following methods of anchoring straw may be used: 1. Mulch anchoring tool (often referred to as a Krimper or Krimper Tools This is a tractor -drawn implement designed to punch mulch into the soil surface. This method provides good erosion control with straw. It is limited to use on slopes no steeper than 3:1, where equipment can operate safely. Machinery shall be operated on the contour. 2. Fiber Mulch: A very common practice with widespread use today. Apply fiber mulch by means of a hydroseeder at a rate of 500-750 lbs./acre over top of straw mulch or hay. It has an added benefit of providing additional mulch to the newly seeded area. 3. Liquid mulch binders: binders: Application of liquid mulch binders and tackifiers should be heaviest at edges of areas and at crests of ridges and banks, to prevent displacement. The remainder of the area should have binder applied uniformly. Binders may be applied after mulch is spread or may be sprayed into the mulch as it is being blown onto the soil. to turn to synthetic or organically based binders and tackifiers. When this method is used, environmental concerns should be addressed to ensure that petroleum -based products do not enter valuable water supplies. Avoid applications into waterways or channels. 4. Mulch nettings: Lightweight plastic, cotton, or paper nets may be stapled over the mulch according to manufacturer's recommendations. 5. Peg and twine: Because it is labor-intensive, this method is feasible only in small areas where other methods cannot be used. Drive 8- to 10-inch wooden pegs to within 3 inches of the soil surface, every 4 feet in all directions. Stakes may be driven before or after straw is spread. Secure mulch by stretching twine between pegs in a criss-cross-within-a square pattern. Turn twine 2 or more times around each peg. Chemical Mulches Chemical mulches* may be used alone only in the following situations: a. Where no other mulching material is available. b. In conjunction with temporary seeding during the times when mulch is not required for that practice. C. From March 15 to May 1 and August 15 to September 30, provided that they are used on areas with slopes no steeper than 4: 1, which have been roughened in accordance with SURFACE ROUGHENING, Std. & Spec. 3.29. If rill erosion occurs, another mulch material shall be applied immediately. * Note: Chemical mulches may be used to bind other mulches or with fiber mulch in a hydroseeded slurry at any time. Manufacturer's recommendations for application of chemical mulches shall be followed. Maintenance All mulches and soil coverings should be inspected periodically (particularly after rainstorms) to check for erosion. Where erosion is observed in mulched areas, additional mulch should be applied. Nets and mats should be inspected after rainstorms for dislocation or failure. If washouts or breakage occur, re -install netting or matting as necessary after repairing damage to the slope or ditch. Inspections should take place up until grasses are firmly established. Where mulch is used in conjunction with ornamental plantings, inspect periodically throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. TEMPORARY SEDIMENT TRAP 1' VARIABL ORIGINAL VARIABLE" /GROUND ELEV. 1.0' • SEE PLATE 3.13-1 67 CU. YD./ACRE 67 CU. YD./ACRE (EXCAVATED) vArzIABIJ= 4- MAX. , 1 FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATEp' CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) _ 6 X DRAINAGE AREA (IN AC.) DIVERSION DIKE COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA !.COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) ST SEDIMENT TRAP No Scale SEDIMENT BASIN SCHEMATIC ELEVATIONS DESIGN HIGH WATER L.(25-YR. STORM ELEV.) 67 C.Y./ AC. DRY* STORAGE 67 C.Y./ AC. " WET " STORAGE 0.5' - RISER CREST .......... .. DEWATERING SEDIMENT CLEANOUT POINT ( TO 34 C OR GEERE)DUCED DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) 67 C.Y./ AC. :.. . DRY • STORAGE 67 C.Y./ AC. WET " STORAGE CREST OF EMERGENCY 7 SPILLWAY MIN. 2.0 MIN.�3.0' MIN. 1.0' RISER CREST DEWATERING DEVICE SEDIMENT CLEANOUT POINT- DESIGN ELEVATIONS WITHOUT SB EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) SEDIMENT BASIN No Scale MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) ST SEDIMENT TRAP No Scale ROCK CHECK DAM RCD ROCK CHECK DAM No Scale H HO W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 ORIGINAL GROUND ELEV. 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) (DOWNSTREAM VIEW) .:.•,; i:,�,• Evi, 2-10 ACRES OF DRAINAGE AREA: FILTER CLOTH (OPTIONAL) VDOT #1 (DOWNSTREAM VIEW) 3' I RIPRAP T f� Bryan D. Cichoclu '2' lie. No. 53741 'lfeu M E 0 � o N C i E W vE LIJ 3: �y LL 3 0 LL 0 W 0 �6 W L M J U m J - uj d 5: O N FA N 7 LD W 2 MI. �o =X LL 0a =� = U > N 0 O1 00 � M o_ 0 x cD 0 0 W UJ x U a z 0 0 0 LM DATE 0310112023 DRAWN BY T. BRIGHT DESIGNED BY T. BRIGHT CHECKED BY B. CICHOCKI SCALE N/A f) i 0 W 06 �M/ ^� V/ 0 W LLI Q > O J w O J LU I-� > coZ QO �0U O Z o 2 O U _ UJI 0^^ U) T. c-6 Z O ,O O V I W JOB NO. 49821 SHEET N0. C3.1 0 0 Ed OF Tr SOILS INFORMATION: 70' MIN. NTH �— GRAVEL CURB INLET SEDIMENT FILTER 276 - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 5:1 EXISTING A 3 PAVEMENT �G O Bryan D. CiChoCki �_ \J �.� 27C - ELIOAK LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B FILTER 611 M A MOUNTABLE BERM CLOTH (OPTIONAL) SIDE ELEVATION Lie. No. 53741 q� Po ✓ — 39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO LITHIC BEDROCK, EXCESSIVELY DRAINED, EXISTING GROUNDS SIONAL �tiyCs1 HYDROLOGIC SOIL GROUP: B yfSu 39E -HAZEL LOAM, 25 TO 45 PERCENT SLOPES. 20 TO 40 INCHES TO CITRIC BEDROCK, EXCESSIVELY DRAINED, 70' MIN. WASHRACK B / HYDROLOGIC SOIL GROUP: B OPTIONAL M E kOM 10EXISTING 12' MIN. MINPAVEMENT �' o0 N c ' 12" GRAVEL FILTER VDOT #1 COARSE AGGREGATE B I POSITIVE { Q o ai E = '> .. RUNOFF WATER WIRE MESH DRAINAGE TO 'MUST EXTEND FULL WIDTH OF SEDIMENT I.- V w 3 FILTERED WATER INGRESS AND EGRESS OPERATION TRAPPING DEVICE o 0 :.. p� ERNST CONSERVATION SEEDS PLAN VIEW U. Lu t M Lu RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 w � -Ii O `:: n.:. 12' MIN. d > p ry H 111E-II W�-0 R �..b .`. . _ . 0.. BOTANICAL NAME COMMON NAME aWmWm - 3" MIN. H '- O 'n x U SEDIMENT _' PRICE/LB FILTER CLOTH SECTION A -A Od J LL C v 0 CONCRETE -- �� . 0 � � = GUTTER 12 CURB INLET 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 > O ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 6-711 , F N E cw Ul > 'FASTBALL RGL' 'FASTBALL RGL' • t T M 0� (TURF TYPE) 00 W J SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT 20.00% PHLEUM PRATENSE, TIMOTHY, 'CLIMAX' 1.20 REINFORCED CONCRETE DRAIN SPACE O W H SAFT T ' u T TC T CURB INLETS WHERE PENDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 'CLIMAX' SECTION B-B 1.Ria' lA� 1Air'1\Y/ lFi' UNPROTECTED AREAS. IP 3.07-6 12.00% TRIFOLIUMHYBR/DUM ALSIKE CLOVER 3.25 CE 3.02 10.00% AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 C7 i,,.�.� ��■A�� ° STORMWATER INLET PROTECTION ALSANYPwEeuSH- ALBANYPINEBusH- STONE CONSTRUCTION ENTRANCE M...... ®9 NY ECOTYPE NY ECOTYPE H No Scale No Scale MEN a 8.00% AGROSTISALBA REDTOP 8.00 a MEN w 100% MIX PRICE/LB BULK: $3.61 CONSTRUCTION OF A SILT FENCE a o SILT FENCE DROP INLET PROTECTION (WITHOUT WIRE SUPPORT) o SEEDING RATE: 40-60 LB PER ACRE o DATE 2 X 4" WOOD NLET WITH WOODLAND OPENINGS 1. SET THE STAKES. 2. EXCAVATE A 47X 47 TRENCH o :;,;•:�,:>:;:,i:.:+.r,"�,. FRAME UPSLOPE ALONG THE LINE OF > ;, •;...,; ; :,; ,:: �.e>; :.•.. ':+ , THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR STAKES. i;.:.;;;.��...�,: jGR�TE tlFRAME MA p MAX. - � ` -- WOODLAND OPENINGS AND PARTIALLY SHADED SITES.MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING5 ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE MAX. �� /- i � � DRAWN BY T. BRIGHT ^� FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF DESIGNED BY MIN.GATHER THE MIX WILL NOT. -_ - —I) (� �— J 1 • -" EXCESS AT U U /\ / IIII �i % - �/ - • • T. BRIGHT CHECKED BY CORNERS FLOW / PERSPECTIVE VIEW PERSPECTIVE VIEWS SLOPE STABILIZATION SEED MIX / —III III : B. CICHOCKI 4'SCALE • No Scale 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT • N/A h+.,x¢ STAKE TO STAKES AND EXTEND THE EXCAVATED SOIL. s +t IT INTO THE TRENCH. x FABRIC1 . I'N h e .r� '' MIN. I I I I ��II ��II U U El El U U • .. •.,n ' U U U L] i � — i 1� h ;f.'•,.^., , •.�': ,,,.. DETAIL A STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION ELEVATION OF STAKE AND FABRIC ORIENTATION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, / GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST FLOW '^ PoL+ET�^'% II YwE oaaT SPECIFIC APPLICATION 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO / III � �/J/ i!!I i;!' ,n Lwc LI� THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL III Q 6, MAX PETAL TE Y/XR8) L 5' MIN. !�! , �,E ""`"` f°'�"` DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 57.) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) ��// r 016 ��!! w PERSPECTIVE VIEW PERSPECTIVE VIEW TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 8NO SCALE I Q sAF PLASTIC FENCE METAL FENCE 3.01 P 3.07-1 A I A \\� B 0V � / 06 TREE PROTECTION STORM DRAIN INLET PROTECTION SAFETY FENCE No scale FLO"t _-- Lu W No Scale No Scale _4 1 �� \Q z SILT FENCE CULVERT INLET PROTECTION !7!06 ' 70' WN. 'CCNST4UCTION ° POINTS A SHOULD BE HIGHER THAN POINT B. J J J 0 ACCESS 3" SY-2A AS: +HALT "C' DRAINAGEWAY INSTALLATION J C[ � ENDWALL / aria E EXI (FRONT ELEVATION) ¢ 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO ;y y JNT Pnr Mr b'FMF TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. y t ; % Z TOE OF FILL CULVERT6' POSTS. rra J� WAX S M N z .q Avc AIc aASt PROFILESF co Q ' LL O U p 3.05-2 LL � ~ —I1I:iOd`: 0' MN. N coNsvucno • ASPHAI T PF'v-T SILT FENCE WITHOUT WIRE SUPPORT �No Elie Z J Z — =I' _ / —IIIIWASHI2ACK FLOW - IIII-T ACCESS q � =— III II�IIF " C G_ TOE OF �I 11- -III 4" 1 O sq 2% >3A z 0 SILT FILL `DISTANCE 12% z' M:N,• TABLE 3.31-B w FENCE IS U MINIMUM U) FLOW IF FLOW IS TOWARD ��—Posir.ve DaAiNAcr ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" EMBANKMENT 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE Mus exr_No Fcc_ wIaTH �- o To SEDIUENT THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. o ERATION AND EcaEss an>Pwc r,[wrr Z THE TRENCH. PLANTING DATES SPECIES RATE (LBS./ACRE) PLAN O *- OPTIONAL STONE COMBINATION = i / viv. SEPT. 1 - FEB. 15 50150 MIX OF ANNUAL RYEGRASS — / / �>>' Nos TO sPci (LOLIUM MULTI-FLORUM) O f1.0, 1.5' T /� _ — — , .. , _.: — _ a PING & 50-100 FLOW CEREAL (WINTER) RYE w (SECALE CEREALE) ti _IIIII- SECTION A -A FLOW 2 5' A ntiimamn water tap of 1 mch must be with a nmmmnm 1 mcli bancock shutoff l'Th'e suppl}vAg a wash liose with a diameter At- inches for adequate FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) constantpressme, Wisliwaternuistbecaniedawavfromtheemhaneetoam MAY1-AUG.31 GERMAN MILLET 50 "VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. approved settlhrg area to retmove sediment. All sedulMit shall be prc'T,ented horn entaing stone di a as, ditche, or watmcoursas (SETARIA ITALICA) AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP HORSESHOE" WHEN HIGH VELOCITY OF FLOW IS EXPECTED FILTER FABRIC PAVED WASH RACK NO S 41 TS 3.31 — CIP 3.08-1 "'- - I —I WIRE —I � —ITI—I I 1=1 I 1=1 I IF SSF "I —III —I --III=11I- JOB NE. 49821 CULVERT INLET PROTECTION SILT FENCE WITH WIRE SUPPORT PAVED CONSTRUCTION ENTRANCE TEMPORARY SEEDING PLANT MATERIALS SHEET NO. C3. No Scale No Scale INo Scale No Scale 0 c 5 d 2 c NOTES: __ _ I III I \\ EROSION CONTROL LEGEND ' 1. TREES GREATER THAN TIN DIAMETER AT BREAST HEIGHT MAY NOT BE CUT, APRIL, 1 THROUGH NOVEMBER, 14, OF ANY YEAR 9. INSTALLATION, INSPECTION AND MAINTENANCE OF THESE MEASURES SHALL OCCUR BI-WEEKLY AND AFTER EACH RAINFALL '/ _ V S I 1 LIMITS OF TREE CLEARING (TOYR), PER ESA SECTION 7 SPECIES -SPECIFIC PROTECTION FOR THE NORTHERN LONG EARNED BAT (NLEB),PENDING FURTHER EVENT TO ENSURE THEIR FUNCTIONALITY. 1� / , U.S. FISH AND WILDLIFE SERVICE (USFWS) GUIDANCE. I / / - - • . - . I - SOIL DIVIDE 10. PRESERVED SLOPES TO BE FENCED OFF PRIOR TO STARTING TREE CUTTING. PROPOSED PRELIMINARY LIMITS OF TREE �/ �� - - NpD 83 2. ALBEMARLE REQUIRES MULCH COVER FROM CHIPPING LIMBS ON -SITE FOR ANY AREA LOGGED AND REQUIRES MULCH GROUND CUTTING DO NOT ENCROACH INTO THE PRESERVED SLOPES. �<(// 'r SAF SAF SAFETY FENCE , COVER FOR ALL CLEARED AREAS. ALWAYS MAINTAIN A 50' MINIMUM WIDTH UPSLOPE FROM ANY TREE PROTECTION FENCING OR \=�// UPSLOPE OF ANY LIMIT OF TREE CLEARING. 11.TREE PROTECTION SHALL BE IMPLEMENTED ON UPHILL SLOPES WHERE APPLICABLE OR AS DIRECTED TO PRESERVE STANDS v// '�^ s // Z� pl�/ 1 SCALE 1"=100' STONE CONSTRUCTION ENTRANCE c OF TREES THAT SHALL REMAIN. I (/ /Il I/ I CE PCE PAVED CONSTRUCTION ENTRANCE 13.000NTY ESC INSPECTOR MAY DIRECT PLACEMENT OF ADDITIONAL ESC MEASURES NOT SHOWN IF DEEMED NECESSARY TO I CONTROL OR LIMIT EROSION AND OFF -SITE SEDIMENT TRANSPORT DURING OR AFTER TREE CLEARING. 12. PRESERVED STEEP SLOPES TO BE MARKED IN THE FIELD BY CONTRACTOR PRIOR TO TREE CUTTING. I) / / /IIII` 0 100' 200' SILT FENCE / SUPER SILT FENCE I "/ /' / SF X �� SHALL BE INSTALLED UPON DEMAND OF , 14. NO CUTTING OF TREES IS PERMISSIBLE WITHIN JURISDICTION WETLAND AREAS WITHOUT U.S. ARMY CORPS OF ENGINEERS 13. FIELD MARKERS DELINEATING PRESERVED STEEP SLOPES ARE TO BE MAINTAINED THROUGHOUT THE COURSE OF THE TREE : / SSF THE COUNTY ESC INSPECTOR ( (USACE) PERMIT CLEARANCE. CUTTING OPERATIONS AND ARE TO BE REPLACED IF DAMAGED. / / / e ® INLET PROTECTION / 5.TREES PROTECTION MEASURES ARE TO BE MAINTAINED THROUGHOUT THE COURSE OF THE PROJECT AND ARE TO BE 14. NO DISTURBANCE OF RESERVED STEEP SLOPES IS PERMISSIBLE DURING THE TREE CUTTING OPERATIONS. \ � / SHALL BE INSTALLED UPON DEMAND OF REPLACED IF DAMAGED. - _ / • / THE COUNTY ESC INSPECTOR 15.CONTRACTOR SHALL MULCH CLEARED AREAS SO AS TO FULLY MAINTAIN SHEET -FLOW CONDITIONS. ' \- _ ^/ J/ / / I 6.DURING NORTHERN LONG -EARNED BAT TIME OF THE YEAR RESTRICTION, PRIOR TO CUTTING ANY TREES, OPERATOR SHALL / � i % ' 0 - � = - - � - - ° / - " ' -y\ ' J / l I / l / / 'I �/ - - -- Sc - (/' �i-�� _-=\_ -'JJ/ fl //// CIP ® CULVERT INLET PROTECTION EXAMINE FOR POTENTIAL BAT HABITAT DAILY AND PRIOR TO EXPANDING TREE CLEARING INTO NEW AREAS. IE. LIVING TREES OR / / - - - - - _ - ' '� / / / o , ' _` _ - _ _ \- \ (''Ili / / r ' _'=� / //�� J - / O SHALL BE INSTALLED UPON DEMAND OF SNAGS GREATER OR EQUAL TO 3" IN DIAMETER AT BREAST HEIGHT THAT HAVE EXFOLIATING BARK, CRACKS, CREVICES, OR / / / /e / / I / - _ " - - - =s - �( \ { / J ' - , - = �, _ _ / . I THE COUNTY ESC INSPECTOR CAVITIES, AS WELL AS FORESTED LINER FEATURES SUCH AS WOODED FENCE -ROWS, RIPARIAN FORESTS, AND OTHER WOODED // i /0 / % % / '�� '� _ _ \ '� l\ \ r I ' ( / r /, / t - \ �� - / / CORRIDORS. WHEN/IF ENCOUNTERED, IMMEDIATELY CONTACT OPERATOR LISTED IN REGISTRATION. / o<� / / / / yI i _- _ S �j� \ \ { I ! , -`J�J / / _ / ROCK CHECK DAM / /�\1Q�/ I i , / J r / / I ' ` - _ \ \ \ (\ 1 _I _7{ _ (` r /' I ,, - -- _- ` \ RCD SHALL BE INSTALLED UPON DEMAND OF 7. THERE SHALL BE NO GRADING, GRUBBING OR TREE ROOT REMOVAL AND ALL STUMPS SHALL BE LEFT 2-3 FEET ABOVE EXISTING / r (r, �// / / - I' ! % \ T� \ 7 1 �, f- / _ �- _ \ THE COUNTY ESC INSPECTOR GRADE. EVERY AT SHALL BE MADE TO PRESERVE THE UNDERSTORY TREES AND VEGETATION DURING TREE HARVESTING �, // I i / /�i/: - / , _ - _ 1 , I i' - y ! / % - r_ _ _; \ `\ \ I'f / \ / - - _ _ < -_ P-/'l / ' /_ _ > > -_ \�. __ \ TEMPORARY SEEDING OPERATIONS. r <, _ / _ _ _ _ _ _ \,, I ��_ \ \\�\\\\ / / ' / -i I.I T�'� / // \ I I - / _ - �'-'�> ' -I _ TS SHALL BE INSTALLED UPON DEMAND OF 8. MODIFIED OUTLET PROTECTION LOCATED AT THE DISTURBED AREA AND AT EACH POTENTIALLY CONCENTRATING LOW AREA IS / ��� `Il\ 1�G1 \1 f\ / � / -�/ / - _ - _ \'C _ 7--1--_1 ' / = = THE COUNTY ESC INSPECTOR r '�_- CRITICAL TO PREVENTING SEDIMENT OR CONCENTRATED RUNOFF FROM EXITING THE SITE. ALL RUNOFF SHALL EXIT THE SITE AS /r �\ IIII \ \ - / IP - - - ' \ I �-'t Y, �/ - !/ _ 1- - -'_ - WOOD CHIP MULCHING - SHEET -FLOW. /iij/ si f/ \I - _ / - / r, /U�h, / / // -�- \\ I _ - ` \\ _ _ _ -_ _ / � - `_ / /// i / J/ �\ ''�� \l IP - / i r ' / \ - - \� '� ild, f��6.0 / / MU PRIMARY ESC MEASURE /e _ _ _ '�-�-�� --= -\ ,- s a SOIL TYPE: "� T / // , - - _ _ �� - - _ _ - -' i 1 r ✓ ' \ \ I WITHIN TREE CUTTING LIMITS, \ \ 1 // - _ _ _/ A _ _ -_ _ - 27C / \rtf o TREE PROTECTION / / o.ep-O. o o� - - , �_ , - _ - _ ' L' IP 6 / CONTRACTOR SHALL ONLY BE PERMITTED y \ - f °/ - - 0 - - - - - _ _ _ _ - _ - - - ` aIi %/ � / / TO CUT DOWN TREES LEAVING STUMPS `\� TP SHALL BE INSTALLED UPON DEMAND OF o o _ /, , i _ IP ' '_ �\ _ \ ) \ \ O THE COUNTY ESC INSPECTOR ,'/ / �� _ _ = IP \ CIP \ FOR REMOVAL WITH SUBSEQUENT \\ - f = , - _ - - - - _-"�-� _ __ _ _ _ _ _ \ /, TREE CUTTING LIMITS (22.1 AC) � _ \ - `l `� �\ \ \ PLAN(S). APPLY MULCH TO PROVIDE / r = DUST CONTROL !'/ 1- I I' / - _ _ - __ f<c- _ - - - - �/ / SHALL BE FLAGGED IN FIELD. ♦ SSF !/\ \- \`( $F _ \ \ 4 / l GROUND COVER IN ALL AREAS OF TREE / DC SHALL BE INSTALLED UPON DEMAND OF y�/ IT- ' ' - i ' r \ _ - - NO GRADING OR REMOVAL OF e� I �` \rr60 _ J CUTTING WITHIN VESCH TIME FRAMES. THE COUNTY ESC INSPECTOR \ / / �\' UNDERSTORY VEGETATION / \ \\/ `_ - �� / o PRESERVED SLOPES j� { S _ /� `I 1 Ip° SHALL OCCUR. nI I I !I/\ b -\ 1 0\\ ( \ T / / - IP vl \\ b\ - \ \o\\ \ r Vol/ \ 7,///////////� + (/ _ \_ - \_ `/ \ / \/ ` \ \-\- \ram \\ I o _ \(v{`% a`o� IP /1 / * 3.01 3.02 3.05 3.07 3.08 3.20 3.31 3.35 3.38 3.39 \ / l \ \ < ( / / 1 r _ I I It '`' \ sr\ / \ - _ \ ' /\\�ji'a \/ // * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 1 / N.- - - _ - ` _ - Ir /�rFS N-�i'�'i-r- / \\ /.. -,\l J _ \ _ , - / 1� \� l \\�\ \ \ \ `�\. / �\ \ O� \ O, / (� � I-) , I.-..- r r / - {I�, I ///i `i, / ah �\\ \ I �) \\y ^ \ b / i\a\�f v IP - I � `\`"�1\ \\ � / \\� o\ \ \/ A - / I I 1 I I I - '- / % -.A0 IP '-\ \ --- -r-, / A'I, h �a - �� �F- f \ �� N. ,\ \ I \/ 1\ / I I I I 1 I J a b JI^\G TS \\\ \//L / (D'\/\ SF ©/\�` ( c„4 \ \ \�\\\\ OHP�/\\\\ \\\\\ N. \ 7 1 / \/ r\� \ <_I- J \ l I __ , I a \ f \J I \\ \ \� SOIL TYPE: /1 \�{( _r�\ \�\ / V°' F / % \ d� / I / \\�\Zi` \ t r \ / d11 1 l ; \ __ / -C rII J, L _ I� ` \_\ \ // /�- I111 \\, \ { 1 _ -r \ 1 / t- ` I \ ,S ^\'ice ,./l �-' / / ('E \��\/� \ J� _ _ >\ � N. \\�I \ �\ �\\ )11 / / ^^ / / r 4 1 ( \ \ - - 1 , I / , L / 1 \ 1 \ ��'� `"\ , ���\ \ \ I l'`{I / -/'{/ \� \ / // �� 3� �/\ \ r \ \ V.- ti' 1� _ - _ N. N. \ \ \\ \�\ ( \ 1 / I \ \ \ I P '1 - / / /\� J 11 \ \ 1 ' ..v\ _ ��S \ nm ` ' � I 1 % %/ % _ 'r r '\ r _ - i - \\\\\\Z\\ `\� �\ \ / / J , -\ /� j L \r - \ / / IP ( <O'V . /J< ) / I \ /\� \ �\\� l \ \ / / \ �_ O\\ \ \ O\ J/ { 9 I /oi % r \ \/ / -- I l I l \�` / .� \ \ -_ 1 \ ( ! ( / `1/l1�7 y / \ J l a \ �� IIII \ \\\- �j \ /I / , r ♦ \ \ / // l Y - fl �\-./ , t SF - _ \ \ lI //� / X,- \ -`� e,` \'\ i/III \ -\ N. ^\ . \ \- \ //� S STAGING AND PARKING AREA. - - - _-'/ /% I I I I- r \ r I 1 r � "� /\�/ \ \ \ \ \ \ SF - - 4 � - - \ l / \ J /1 / rI ^ I I III\I --- \\ _(°' -r'-- 1 I \ - / \ -- \- _ \ \ / \ I I I I I I I I I\I I I I I\ --- I .:: \\ \ - - - -� / APPROXIMATE EXTENTS OF / _ J1 / / I /�/ 1 \ / - _ \\ 0 ~"l\ . �/ / / \ \I \i , III (I- '--'__1 \ - - -\ / S -u , -/I 7 Il� �' t•! �� 1 1 - \ - \\ \ �\ O. \ - -_ �\l ^ -- //\/\ 7\ \� \yi le_ \ _ - \ \gym _ \ \ S EXISTING GRAVEL LOT. _ _ (, ` �/� ` r -� r ) \ , p\ \ _ \ \ \ t i Y { _ 4 %fit Ff l l \ o / / I � T _ I / \\ -- -- 4 \ / \ - - r [/\ F // \ '\�\\\\\-�� \\\\\\\\ _ I� L II -\ SSF " -�� / - - \\/ \ MIJ \ 5 /T\ �fy - - - \ 8S1 1-� O' a ~'` \ l' /%i i \ \ _ - -III /J - - <\`}, - _ - - _ 'I \- -.� \ - - - ,� -1 / •-y ' \ \� �- - \ _ _ - - - _ / �\ 0 ' _ _ - s \ ) \ - - - TS - 475 -� -.•I _l - J �% _ o CONTRACTOR SHALL / ' \ \ \ \ \ _ - _ _ _ b \ /L _ \\ 1 _\ _ - _\ \\� 475 -=48' -1 C \ - c i I/ PROTECT ALL EXISTING \ - \ - / ( \ \ \\ �✓ s DC - _ - 47 - _ -__ TRAILERS AND ROADWAYS �' I \. � \\:\ 7-h\ Il l - / - ---- ` / -RO //�J .,-,\ �1\\\ \ v- SOIL TYPE: -\ \\\\- , PCE ��S:--/ - i��-4 \ .\\\- \ / \ "_� -T \ \\ \ _ \\\\ , / ^ \ - \\ \ O- - \ �r �^ -: BS / I \� t.\:\ \� FORM DAMAGE DURING TREE , N._\ %� /� �/ /// - \ 27C \ - \ 1 \\ -\ \\ \ -\� _\ - _ \\ / / � - / /G / \� 'I - - - - __ � - - _ _ � ,ri ` \ , \ � \ - c �� 1 \, � � - - \ /� I \ I \ � �\tea � � CUTTING OPERATIONS. (TYP) ,yry// / \ \ (- � \' ' - __ I I , / // - ! aJ ,/ JPE y F{ , / �\ \ 0.450 T$ MU - _ _ _ _ _ 1 1 \ 47 _ - ��-- \ a\ , _ - - . / '/ CE I 1 / / / \ SAF SF I / / - . o \ / / >-`� { \\ .-\\\�\ \ \ ��'� ,; - / -h \\ \ - \ \\ \ \ 4 / / / / \\\\ RCD 5 ; - - _ - - /, \ \ _ A $ \ �� 1 /�% \ \\ Q \ \ a \\ \ \ \ r0 / //\\\ _ DC �;l RC��AS fJ�� _ ' (r I \\�1\� � ,� L\-._2'� ✓/'�,/////' `e \ \ \ \ \ _ 0 G10 I / \ \ \O e 8 \ �c L \ \ \ r - \ IP _ L' SSF / '%'\\\ . _ - _,�y5�1 i I' {` - `T / // \ / /!� \ \ \ \ �\ \\\ - _�1- / -10 N. \\ \ / \ _ / / \ \. 450- - - _ TP SSF o _ r / a p \ \ _ // \ ` \ \ t 1 II NECESSARY ' , I \ \ - \ \ i� B \ \ --\ \ \\\\ \ \ J.�:H `� � - ///�\�\--- _ 5 / / _ _ _ I SF _'//^ \\{ _ , / \ TP 1 \\ �\ \ - /// \\I, \ \\\ \ \\\ \ 0�/r_5.45 \ \_ SOIL TYPE: 4 II ( 7/R,!C---L`----_ - / \✓ I \ \ /� L 1 1 II III(1 \ 1���\-\� \ - \ G,o\ `a- \\ \\ \\>\\\ \\\\\ �- �,� / \\\445 S� i lI I I/(\\\o/ \___-_- ;47p / / \ % I- / 1`\ \ \\ >_ // \ '� _:; . �\ \\\�� \ \ \\ \\ \ :. .: _ .S.SF ^ \\ _ - = _ - - 39D ; 445 III I I I \ �\ / _ _- _ _ - - _ _ - . �= \ _ _ / `/ A -N\ I 1 -1 I /1 J I I { a� \l\ �\\•.\�\ _ _ _ _ / / 01111 N ,IN \ \ \ - - - \ \ ; �\ \ \ \ \ I _ _ - - _- 4 I \ \ \ S._ - 1 b. II ��- c�5.\\� \(. r , SOIL TYPE: � �/i- (k$ \ \ \ ( ( -�rr ��f-. , , 1 I ,11,1I ,II,. .aa \\� ` // / / \ - - _ _ SOIL TYPE: SAF RCD \ - _ ; - - - _\\I - 9/ / _ 45 I I I -- _ _ _ _ _ _ _ / �f TREE CUTTING LIMITS (22.1 AC) \\ \ / \ \ \ \ \ \ - _ 4 1 - _ _ \\ �� 27B / // \ \ \ - �: \ - \ -�� \\ \ -I // ' \\ _ - _ - I 1 / r ° - / - \ \ \ `\ I \ \ \ \ \\\ _ r _ = 430 . 1\�\ ( \ \ - _ - - ��\ 1/Tr° ! 1 `; //i, / ; (/ / SHALL BE FLAGGED IN FIELD. , \\\\ lI , - %��- SF4) I / / I\ \ \\ \y r \ ` \ �\\ I \\ \-\ \\\\\\ \ \\\ ,\\ _�-- --440- - 43- -- 5 \ TP -' - - =;� TE I MLJ fo�pl (Jy�C/i/I/ ( \\ 1 \ \\\�/� ( SIJIINOGRADINGORREMOVALOF )�\��\\ �II11II/r/ _ `\\\\\ \oo\°o\oo\0000° 1 \\\\\\o\\- \-\\\Q \�\\\\\�\ \-_ _==435- �_ - \\- / /� T$ I \ I` \\ 1 I - _ \ - - -�\ I _ y r, / / / II w c UNDERSTORY VEGETATION I u �l IIIIII / - \ \ N. I J I \ _ - - - - ; _ _ _ _ _ I - - „L /, / y `LI 0 SHALL OCCUR. \ - _ - /I/ / I- o o ,.,ram \ \ O \\\\\ - \\\� \ \ \ 4rU, 1k26 � � 445 - 1 �� I / 0\ v / \\\\ .l -11 I / ,l p ° - N.- -, \ \ N. \ d \ 1:\�"\\\\\�\\\\ \ \\ _ 1 4S_ '9 _., \ iir > c- l /// / i/ IP , n / I I °o 9 I l \ 0 0 \ \ \ \\�- _\lv / \ I Q /I-r r,- I I I,: I\\\ /r/ // / ! \ \ •--�- \ - \ ° y\\\\- \ \\\�Q�Q- \\\\ --- - 20_- R/5 _���,� _ :440 \ � - - - .. \�°`a.\ - \ / _0 \ I 1 \\<\\ \ - \ \ \ \\ -4/,q� - _ � �� 425 = SAFETY FENCE PROVIDED FOR / iv h/ll \ \ \\\♦ \ / � _ - -.--. \ , \ \ o \\,) \&'x -_� \ \\\Q - �� �410/ = pLy :430 PROTECTION OF I 7 �1 J Sl{I/ 1 I I II Ih / y a Ilgllllll\(10 Ji //l A t( / 1 I S I ✓ / TP 11 ° \ / \ , / b' %- L50/ / / // ll 1 I I 1 i/�i /d \1,_=__-- ---„i l/ \ \ o \\/-,1 \ \ \\\�\\ \\\- -, r g70 - ^5.// _ - ---\--- \ \ \\ - - \ 1v - -- \ 01N, \\ \\ \ �\\ \ 1 ,� / '' 0-�%_ _ 430- _ 'a .S.SFc 7`/ 1 ''// \ I 1 1 // }?✓ / 1} \-y_ /i/ / // I rll IIIIli1i/III IS/%//i -- -�- \ o 1 -- \ / / QZ = _ Q.t40- !� i r===--\---- -- \ \\O\\\ \ tl�\-_---ii _ /11 /,, v// ,,1). -__�� �� - - - - , -�_ \ - _ ) o \ ale,.' \ 1 \ - i _ _ - /J I _ / lk / - ` --=�`� -` _ _�__ � \ I. �\ 1 \ \\\ Nam_ - -_�� ' f- ,i i - / O-/ - %i-?� - _ ���_�\\- \\\ O 1\ 1\'\K-- 1. // Sri i415� 1 / 2/ ///_ -_ '/// -/ _ __�__-�\\\-- `\ o \ \ l Zl ` ,-/ _ /�//�%'i/� ,_-^"�V�l I / / _ __-- _ - ---�_ / - / f \ q�//' Y / //{\/ I✓��///`��-i ,hlY ////�SOILTYPE.i////III111IIIIF1�I11111/1\'�c�/ \ //^� J /, , / . �"�-d 415 ,� /✓ ) 1 ` \ , J J „1�-� _l- l/ / 276 /�II 1 III11II I r \. y� /, /.� \ C 5 = _ - - , �-- -/-1 <\ / / A 1,71 l l I IIII I // /I /---� --_= �\��-i!NNN o / \11 _I\1 ` II `\- _ _� _ // /i////i/ �1 !I� I / 1 b 5 / i _ / nl ii' -i--_ �-o\��\���� �\ o {..III \\ --� /( / ./y / //�/ _4fB'�-� \\\ \ 11 II R, i i/ - ----45 -�- / i-- ( \ /'� -�.0 ) �I> /9 /l�\�,�/ l/� /./ i�.�/1/I\\\N1111111,{ii/ \�llllll _�, -�_-_ -- -___- =\ \\\� \\e\ II Ir\�_ __- / /�f/////fi�i ice/ __-\�\\\�o��\{III`\\IId'1!/ter mil -' --_- -_ _ IuIU ( ^ a I / /-A -/ / /,// / d/I \ �_ /\ �1\ , //i // 1/l/ / /�/�/�/ JQIIIIIIII\ 1\\\ I �_ �' - -'- -__ _ \..\. \.�1 1,1 �- _ // / / r . 5 , / �" - -y- TS /\ ��J / //I � L /I -_-/ ��1 �� //.//// �lllllll \ lilt'( /' - - _�_�--\\ \ / /'/ ///// /// / /♦ 42/- `i\st2S.\\-\\� _-�\,.Ill 11,- r-��- - _Y_ - - - '-T\ - / \ /� y\ ///f I /\ / / - I i- /i/fi✓K� /J 1/// /�j//Ill/I/I St1%IIJI \IIIIIII _ _ _ _ _ _ _ _ ; _ _ \� CONTRACTOR SHALL PROTECT 1 I / / / / / r / r / // - -- / -l\- _ _ _ _ - / _ - . r 11 ( / / 1 \ /\ _ / z'` _ / (/ / / l \ I / / / / \-- l - I _�� IIII/ \..X - / - - - .. y - // / �/ - // 1 i / / / i / / _ / --- - = - ' _` - - TREE CUTTING LIMITS (22.1 AC) _ max; / / _ - _ - i - = DC / `\< L� / gip -c? ? , / / / / / -'-l/ J �o ' SC _� ski / j/� J l I /" /S,/ l! pJ IIII�IIIII} I \I{ �` ,011lll - _ _ _ _ _ /, / - = - - \ PRESERVED SLOPES DURING ALL I < - ' / r / / / / / '�- _ \\` - > f �\ ' L, /r (.,,N l/,l,pl, III,.I, 11\ (n II /' / , - _ \ - \\` TREE CUTTING ACTIVITIES. TYP \ - ' % / /' /' /i / ' i / i / / i / / % ' - - - = �� = SHALL BE FLAGGED IN FIELD. ; / $$F , _ / I 1 .AaOT � l'I ' �' l `� - =WITHIN TREE CUTTING LIMITS, // / 111' / / / - - -\ I y / ' / ci , // / / ' / // i / i - _ _ NO GRADING OR REMOVAL OF l ,�/- �J/ 47 = _ 4 / L II 480 _ / �i 5 S 480 �\ ` , r L�l 11/jl{III -_-- �','/'--� \ \\\ \\\, \,..i'III II I\\WI I II�..`� i1!_ _ i/I/ ''j1'd'J ///,// j/ //,j'�ii /i// , / , / , , F_, - - 1� ti --/, / i - 2 / , ` _ / , - - - - - SF / , \f1 / / / I \ \ _ / _CONTRACTOR SHALL ONLY BE PERMITTED cl l/, 11 / / \ I, p 111 { // +II ) / , / /�/ / I / / /, r ,., - / , /, / / , , i ' / / 0 / ' - \ <ul , / r -"+ � TO CUT DOWN TREES LEAVING STUMPS p l \ I _- _ _ _ _ / \ \ \ \ \�1\ { , {I I III l� I / % '' / / / / / / / • _ - - _ - _ UNDERSTORY VEGETATION , - _ /� / u -^ N -- - -' / 1/11/11 11111j11111II11111111% /// l'J /I Vd' r/i/� /�/, // // // / //fs ///� /iii%�'�'//' - --- SHALL OCCUR. l _ _ _ / / ✓ / / / / / i i i ' '� , _ _ _- - _\ \\\\\\ O \� �. ��_ / PCE �= Q \ _ r u I ,��� , ` / \✓ I / 1111/r n \ , < w .ram. FOR REMOVAL WITH SUBSEQUENT -\�� \ \\\r- _____-__- - ./ J /l IIII Ilnll ;; ,,/ 3\ , \� i_ 1 _ \ . ---:///! I11111 I„I I r/ /1 0/l';,/i - /:/ /,, : -/ ��__-_'- -_--�_ �0 \_.\ _ \ _ .- , 1 r \r 1/1',\..-, \ O I�\\I \\\1 / // / / / / / / / / - \\ /' 1 / / \ 0- \ / -� \ I I , / / PLANS APPLY MULCH TO PROVIDE \ ��-- -- -\ -- 'ii;'� � s %��'i l II IIII IIII �{, M\'% (\ III III////� � / --,,--'//�///✓ // r�/ii� - -' - -- _ 2--- -_-\\ \\\\\�\� \ {V l \ \\\ \ ( , / - �- - r I \ 1\ In - - /%l 1 \ \ . \\ I I - / / / / / / / / _ -_ _ - - \� - \ \ - 1 \ �\a - I , -r - _ �� I J y / / \ I l / I 1 !�j r` \Z - GROUND COVER IN ALL AREAS OF TREE I {\ \ 11 I \ \ �/ 1 fir\ \'/i'/% ;: I I1111 \\ .X\I 111 /III / //r - �i:' // // /// i/ //i/ / ��" -- �"_--`�_,\ \\\���� �_-`\\ \? 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