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HomeMy WebLinkAboutSP201900009 Plan - Submittal (First) 2021-08-25SITE DATA OWNER: MARTIN MARIETTA MATERIALS, INC P.O. BOX 8040 FORT WAYNE IN, 46898 CONCEPT PLAN ASPHALT PLANT OPERATOR: S.L. WILLIAMSON COMPANY, INC 1230 RIVER RD CHARLOTTESVILLE, VA 22901 PLAN PREPARER: AUSE, GALE, ASSOCIATES 91MONTICELLO ROAD CHRLOTTESVILLE, VA. 22902 S.L. WILLIAMSON ASPHALT PLANT (434)-977-0205 TAX MAP PARCEL No: 08800-00-00-01800 RED HILL QUARRY PARCEL AREA: 579. 13 ACRES SUP AREA: 4.4 ACRES (EXTENT OF SP WILL FOLLOW THE LIMITS OF THE THE EXISTING SL WILLIAMSON LEASE AREA ON TIMP 88-18) ZONING: RURAL (RA) FLOOD HAZARD OVERLAY (FH) NATURAL RESOURCE EXTRACTION OVERLAY (NR) EXISTING USE WITHIN SP AREA: ASPHALT PLANT PROPOSED USE: WITHIN SP AREA: ASPHALT PLANT MAXIMUM BUILDING HEIGHT: 75' SETBACKS: 100' FROM PUBLIC RIGHT-OF-WAY OR ANY ADJOINING RESIDENTIAL DISTRICT 200' FROM ANY CONTIGUOUS PROPERTY WITH RESIDENTIAL LOTS LESS THAN OR EQUAL TO 1 ACRE OR OCCUPIED DWELLING MAXIMUM LOT COVERAGE: 807 OF TOTAL SITE (3.52 ACRES) ACTUAL LOT COVERAGE: PARKING 1,515 SF (0.04 ACRES) TRAVEL WAYS 1 12, 886 SF (2.59 ACRES) ASPHALT PLANT 8,796 SF (0.20 ACRES) TOTAL AREA 123,197 SF (2.83 ACRES) MAGISTERIAL DISTRICT SAMUEL MILLER STORMWATER MANAGEMENT. FOR WATER QUANTITY, THE PROJECT SITE/LIMITS OF DISTURBANCE IS LESS THAN 1% OF DRAINAGE AREA (9VAC25-870-66.B), THEREFORE STORMWATER MANAGEMENT WILL NOT BE REQUIRED FOR CHANNEL PROTECTION. IF ANY OUTFALL IS PROVIDED, IT WILL BE DISCHARGED WITHIN THE 100-YEAR FLOODPLAIN (9VAC25-870-66.D) FOR WATER QUALITY, OFF -SITE CREDITS WILL BE PURCHASED TO MEET REQUIREMENTS. WATERSHED: NORTH FORK HARDWARE RIVER TOPOGRAPHY. AERIAL TOPOGRAPHY FROM KUCERRA INTERNATIONAL DECEMBER, 2017 DATUM: HORIZONTAL NAD 83 CRITICAL SLOPES: CRITICAL SLOPES ARE LOCATED WITHIN THE SP AREA. FLOODPLAIN: A PORTION OF THE SP AREA IS LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 51003C0405D. EFFECTIVE DATE: FEBRUARY 4. 2005. A LETTER OF MAP REVISION (LOMR) IS BEING SOUGHT THROUGH FEMA CONCURRENT TO THE SP APPLICATION. THE REVISED LIMITS OF THE FLOODPLAIN ARE SHOWN ON THE PROPOSED LAYOUT PLAN. THE ASPHALT PLANT WILL BE LOCATED OUTSIDE OF THE FLOODPLAIN AFTER THE LOMR IS APPROVED. PARKING REQUIRED: ONE (1) SPACE PER EMPLOYEE 3-4 EMPLOYEES = 4 SPACES REQUIRED PARKING PROVIDED: 4 SPACES PROVIDED LANDSCAPING: SCREENING TO BE PROVIDED BY EXISTING TREES ALONG THE WESTERN PROPERTY LINE OF TMP 88-18. THE STRIP OF EXISTING TREES VARIES FROM 20'-40' IN WIDTH TO THE WESTERN PROPERTY LINE IN THE VICINITY OF THE ASPHALT PLANT. LIGHTING: IF SITE LIGHTING IS PROPOSED FOR THE ASPHALT PLANT SITE, THE LIGHTING WILL COMPLY WITH Z.O. CHAPTER 18-4.17, OUTDOOR LIGHTING. NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE SP/PROJECT AREA. THE STREAM BUFFER SHOWN HEREON IS BASED UPON THE APPROXIMATE LOCATION OF THE CENTERLINE OF THE EXISTING CREEK LOCATED VIA A HANDHELD GPS DEVICE. THE STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. A PRELIMINARY JURISDICTIONAL DETERMINATION FOR THE CREEK HAS BEEN OBTAINED FROM THE CORPS OF ENGINEERS DATED MAY 9, 2019. NAO-2019-00515. THE PRELIMINARY JURISDICTIONAL DETERMINATION IS BASED UPON THE GPS LOCATION OF THE CREEK. TMP 88-18 IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT. TMP 88-18 IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. SP-2019 00009 O� 0, O 0 CD � o �p0 Rte 29 ch �o§ TMP 88-18 SP/ Project Area South er4nc6 l `l p yOrNOrI`/� �p /r `YOr� F0 `O Stoney Crest �p� �/* = Lane a cr O �G z o\ate ��a > 'poo a VICINITY MAP SCALE: 1 "=2000 FEET SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- ZONING EXHIBIT SHEET 3---------- EXISTING CONDITIONS SHEET 4---------- PROPOSED LAYOUT PLAN SHEET 5---------- BUILDING SITE PLAN SHEET 5---------- PROPOSED GRADING PLAN SHEET 6---------- STREAM BUFFER MITIGATION PLAN U 6 m w CO COo U O Z z g (0 �Ya 2 0 Q w U r Qi DU aU m aZ =w pin Wo U mw Qz c Z� O> o �j ww o Fil Z vi O z �i a v w Q� z J � /1 vain a > v» _ 0 w O O fil w ¢ �a m= rn Ucn Q z z w Q J w J (� Q C CEO J 00 C/' MM J W w T Q I J J U Z E-� Cn Q o w Q D W z o0 F U0Co� z0U) <o 0 Q UQ aW �U) J Q w w J J_ J w Cn a z 0 a u 0 a 0 O� z z � Z ww� O � � o v ozZ DESIGNED BY: AG DRAWN BY: AG 'CHECKED BY: JT DATE: 08-19-2019 SCALE: AS SHOWN JOB: 19.0032 FILE: 8719 SHEET: 1 OF 7 N 0111.111TMP 88-42 DAVID & NANCY BASS TMP 88-248' JOHN & MELISSA WOLF TMP 88-22 GRADY SEAM SWA IV 0 � ry :: cede • ve •b .A X. & PROP. SPHALT PLANT OCATION TMP 88-20D ALEXANDER & DOROTHY MCLEOD TMP 88-21\ GEORG� EE�E#W00DSON �\ 1 4000. TMP 88-20 ALBEMARLE COUNTY X;401. :, ' i R f �••••••O••••••••••••••••� • ••••••••••••••311 •'41:•• • • • • • ••• • •••••••=-•••••••••••••••••-•-•-•••I••••••�•,�•••••••••••••I�•�•• ��� W••••AK�••••••••••••••••••••••••••••••••1��+41F••••••••I/I�•••�••••• ���'��� • • WALWALWAIIIII • �� • • • • • • • • • • • • • • • ,¢�, • • • • • • • - • • �••••••V••••••••••f••••••�I••••••••••••••MARM, Now, Now, ••�t�9••••��•���•���••••••••�,��i��•=•• •� f'••11••d19�`•_�►�d�•_••••kit"•••••••••�60 �c•�$ �•♦••••••••••••ilk•® L LEGEND CRITICAL SLOPES (OVER 25%)* WPO STREAM BUFFER E."..'..': MOUNTAIN PROTECTION AREA NATURAL RESOURCE EXTRACTION AREA SL WILLIAMSONON LEASE AREA EXTENT OF PROPOSED SP ......... 100—YEAR FLOODPLAIN (FIRM PANEL # 51003CO405D) — — 100—YEAR FLOODPLAIN (LOMR 20-03-1246P) * CRITICAL SLOPE AREAS SHOWN HEREON ARE FROM THE ALBEMARLE COUNTY OFFICE OF GEOGRAPHIC DATA SERVICES STEEP SLOPES OVERLAY GIS LAYER MARTIN MARI ETTA & SL WILLIAMSON PARCELS TMP 88-9B 7.28 ACRES Martin Marietta Real Estate Investments, Inc. ZONING - RA, FLOOD HAZARD OVERLAY USE - VACANT :•••••� - •�•� ZONING I Marietta _► j TMP 88-13 5.00 ACRES Martin -Marietta Corp. Construction A ZONING - RA, FLOOD HAZARD OVERLAY j USE - VACANT L \ \ TMP 88-13B 35.05 ACRES Martin Marietta Materials, Inc. ZONING - RA, FLOOD HAZARD OVERLAY USE - VACANT \ TMP 88-18 579.13 ACRES .r� Martin Marietta Materials, Inc. N ZONING - RA, FLOOD HAZARD OVERLAY, TMP 88- LC •:: .'f• NATURAL RESOURCES EXTRACTION OVERLAY W/NEBERRY FARM,M, LLC USE - INDUSTRIAL LIGHT MANUFACTURE .:::: TMP 88-18A 0.00 ACRES .......... Martin Marietta Materials, Inc. ; :;;• ...... ;T ;:... .; � .,:••/� ZONING - RA, NATURAL RESOURCE EXTRACTION "4.;... , .� ?� y OVERLAY USE - INDUSTRIAL LIGHT MANUFACTURE TMP 100-24A 4 ACRES �' ••- "j S. L. Williamson Company, Inc. ••�:.�,.,::�+' ZONING - RA, FLOOD HAZARD OVERLAY, NATURAL RESOURCES EXTRACTION OVERLAY USE - MISC. FARM BUILDINGS o ADJACENT OWNERS 9A= TMP 88-9A MICHAEL & MARSHA TAYLOR TMP 100-27H \ +++ 10= TMP 88-10 BRUCE HLAVIN \ . • • • `... • •. RED HILL CHURCH TMP 100-27G \ THOMASi&D MRANDANA O Ap•;•;j 12= TMP 88-12 TMP 100-27A TED & MARY \ )jtaPHILLIPS \ RO DONALD LYCETTE OR DEBRA SWINGHOLM MOUNTAIN k ... 12A= TMP 88-12A ELIZABETH WETMORE ENGLISH * TMP 88-13A AMERICAN TELEPHONE & TELEGRAPH OF VA t. Q \ .!•'::'I • 17A=TMP 88-17A \ "" TERRENCE & JANET MOORE-COLL \ TMP 100-29A \ DISTANCE FROM PLANT TO - �•; ,, ••�-�,:,�-•; ; ,•; ,•; -VIRGINIA T HOUCHENS•R •> .'.•'. OCCUPIED DWELLING ROBERT DALE ..., ; NHOUCHENS & DAVID f575 TO RED HILL CHURCH (TMP 88-10) BRYCE HOUCHENS a: l f 1120 TO DWELLING (TMP 100-24) f 1550 TO DWELLING (TMP 88-15A) ± 1600 TO DWELLING (TMP 88-9A) — — SCALE 1 "=500' 500 0 500 1000 f7l SCALE IN FEET .i J m a 7U m A w t= C0 U C0 O -° z tn' N z U O O� Q�> o U T Q J J = Qyi OU ¢� m aZ =W rp� a o `+V O� Q W J QZ vU ZO O, w 0 N � a a W N Q w W Z J C0 a U J J } 0 Z O a W 0U O Fri W Q m= rn U z 0 V 0 O� I TIM Z Z Z O W W N 0 0 M O V U U 'XIoZZ� 0 0 0 U U � K K W W W d d a Mom u .--I N N o-ioo moo o 0 (D Z DESIGNED BY: AG DRAWN BY: I AG (CHECKED BY: I JT Q z z o= Q J W J ^ CL Q w 0 0J J CO W z Q = J lL O w Cn Q Q o x � U ZO ILL 00 U W z zz U) -LiCD U Q Q W F--- C7 J 2 0= w J J J W U) DATE: 08-19-2019 SCALE: 1" = 500' JOB: 19.0032 FILE: 8719 SHEET: 2 OF 7 \ \ \ \\ \, \\ \ \ \ \ \ \\ i -• • • •I. • • • • • • • V• • I . �1 • �• • •I.1-•I I' \\ •\`\\\`\�\` `\\` \\`\\\\ \. \\ \ '. \\\ \,,,, �_\-� I\I_-��-_\l_ 1 / " rv-11\\ %/i I `\\ \ \ \ \ \I \\ I\ I\ I, \\\ \ \ I I• . : .,., II .. .. .. .. .. .. .. .. .. .1 'I \•\\. . i\ •,•\\' \\\ �oI\\ \\`\\\\\\\`I,I\,` \\\\\\ ,I%x\\\\\v\\ 1� \\ `"", \``\\\�`\\`\ \\\\`I \ \ / " -'''lull l I//"I 1 I _ _ _ _ _ _ _ _ _ _ _ \ , \ \ \ ,I•�. '. �, \ \ ` " (S'��\:\ .\\ `^ \ , . II Il 111// LEGEND \ \ \ \ \ \ \\ \ \\\\ \\` \\`\ \\\\\ \\\\ \\\ I \ .\ \ � \\,\ ` I , I II I / I __ \ ,\ \ \ \ \ O� \ \ \ \ \ I J . . . . I 1 `: .\ I' \. \' \ r \ I \\\\\\\\ \\\` \\\\\\\\ \\\\ \\ \ \ \ \ `\\ \�� ��\`:�\`\`�\� `\ vI•' 11I��I�/IIIII/I l I \ I• \ q \ • I\ \ \ ,I \ \ \ \ \ \\ \ \ o \ \ \ l \ \\\\�\\\\\\\\\\�\\``v\\`\ `\ \ \ \\ �\`C\\\ �`. \\ - h // ili \ \ \ ` \ \ \ o \ \ \ \ I I I .,. I .\ .t . .\. ,N ! 1 .\ a \ \ \\\ \ \\ \ \\\ \ \\ \\` \ ,:- -- 6 \ / / \ I \ \ \ \ \ I I .I . . I. \ _ \ \\\\"\\\\` \\\\\\\\ \\\\ .\ \\\ \ \� , �,_ \,�:.:6R\ \ 9 \ ii/iii4 �\ \\ \ \ \ \ \ \ \ I \ .\ . . \. . . . . . \ . { U\ \\ \ \ \\ \ \\` \ \,\`C- ��`�`�\ --^ J / 111 I / \ I \ \ \\ \� \\ —'� l / I /I ' CRITICAL SLOPES (OVER 25%) \ I 1. \ \ \ o _ __ a \ \\ \\ \ \ \ \\ \ \\ \ \ \ \ ` I I. . \ N \ \' \ I ' \ \\ \ \ \ \\ \ \ \\ \Q`\\ \\ \ \\ 1 \\\ 1 , \� - \�` ,\ -� ` _ _ _ -� /////l,, 1 1 / \ \ \ I .. r I. 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I\ r I' `` ` \ `\ \`\ \` `` :\`N,"\�`,,\�\\\\\�`;`, \\\ ----_\ /° / j 100—YEAR FLOODPLAIN \ \ \ 1 �' ' \ \ \ \ \ \ \\ \\\ \\\\\\ \ \\ \ QUARRY \ `I, `\\ `\ \ \I I\ \\ `\ \ \I I\ \\ I, \ \\ \\ I I \ I, \ N- \ Z-. ' . . . . . . . . . . . . . . • . : \ : \ . \\. \� \I - . a .�\\`� `: \ \. \ \ \\ `\ °* `\ \ \ \\\\\\` \\\\\\\\\\��\` \\\J\\� \ \ \ II' / \ I \ \ \\\\\\\\\\\\\\\\\\\\ \\�\\\ \\ T ( \ (LOMR 20-03-1246P) `\ \ \ `\ \ \ \ \\ \I \ \\ `I \ \ \ \ \ `\ I\ \ \ II `I \ �.� . . . \ •\\ `� \ \\ \ • `\ 1 {\\ ` \ `\ \ \ `\ \ `\ \ \ \ \\ \ \\\\ \\\ \\\ \ \ \\\ \'\\ ` \ \ \ / \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ I \ \ \ \I \I \ \\ \I \ \ \ \ \ I\ \\ \ I 11 I1 '1 T . . . . . . . \. \ \ I\ I\ \. \ .� . \I \\ \ `\ \ 1 \ `\ \\ �\\\ \ \� \� \\\\\`\\\\`\\\\`\`\`\\\\ `, \\ \ / �� --- \ \\ \\ I I \ , \ I\ \\ \ \\ \\ \ \ \ \ \ I\ \\ \ \ \ \ 1 �'R .'\ \ ` \ `� `'\�\ \ 1\ \ ` `" \ \� \ \\\`\.\\\\\\``\`` \\\`\ \.` .\ , 1 .\ \\ •9 \ \\ \ \ \ :\\\ \\ �\ ` °� i \ ` \ EXTENT OF PROPOSED SP \ I 1 \ 111 ,T. . . . . . . . . . . . . . . \' \, .I \' . { . \ \ 1 \ \ \ \ \ \ \ \\ \ \� \ \ \ \ \ \ \ \ \ I \ J . \ \ / -' / \ \ \ \\ `\\ I `I \ \\ \I `I\ `\\ \ \I `\\ \I \\ \ \ I\ `\ `I \ \I II II ' J �' ' . \` . `\. I�` ` ' . `\\I :\ \\\\ \ 1 \ ` \ \ `\\\\ , \\ \ \\ \ \ \III \\\\' \\ \\ I \ \ . \ \ ` 'I \` / \\ \ I I \ \ 1 1 1 \ `I \ I \ \ 1 I I,\\ \\ �\ \ ` `\F \\\ \\. \\\`\� \\\\I" I ' \ s * CRITICAL SLOPE AREAS SHOWN ON THE S.L. I \ I \ I I \ \ \ I I , , I \ 1 1 1 5\\ \ \ II 1 r -, \ \ \`\ - \\ `\ , `\ \ \ \ \, ,\\\\` \`\\\`\\`\- \`\ `\ `\ \° \ \ I \ II \ \ \\ II I I \ \ I `\ 'I \ 1 1 I II \ \ 1 I I� . . . \ ♦ .\ \\ 1 ♦\ '' \ \ \ ` \\\ \'\\\\\�\\` \\\\\`� \ \ \ \ '-\ I I I \ \ ` \ I I I I 1 I I , , \,, , \�N, `\ 1, \ \\ ' \ \\ \\ \ I, I, "` „- ,\",\ \ / \ WILLIAMSON LEASE AREA ARE GENERATED FROM A \ \ I I 1 1 1 I , 1 l �.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' ' ' •1 ems, \<\ . r- _' \� �� _ \\\\ `\�`I\\\\\::\`� \„I�:�; II%\ �, �� \ \\\ SLOPE ANALYSIS OF THE TOPOGRAPHIC INFORMATION. \ \ `I `, \\ `\ `\ \I \I \ \I\ \ `\ `\ II '1 1 '1 11 '1 1, I ; I�r 1 \ \` •/• `\' = _�� �` / \ \\\ \ ;�: �`: ;`;\`:: :`�``.\. ,\\\,\`\ \ \ \ \ I , I� \,�; \ \ _ , \ \ , \„\ \\ \\ `\,IN ;�� \ \\ / \ I, ' ,/ THE CRITICAL SLOPE AREAS DO NOT INCLUDE THE I \ \ I \ \\ \ \ I \ \ \ \ 1 1 I 1 I I I I I p,. \ \ \ r :,,;o �: \ \\\h\��\\\ \\\\\\\\\\\�\\`��\\\\\� \ 1 \ I I / I \ \ \ \ I \ I I \ \ \ I\ 1 I I I I I I I I 1 . �\/{ r .l. \. U�j , \ \\ \F I . \ \\�\\\`\� \\ `\\„\`\\`\\ \� / ik, \ \ \\ ,/. > ��` SIDE SLOPES OF STOCKPILES SETTLING BASINS OR ` 1 I I I ' . (.I.- .1 • • • Ts, �\ ,P \\ ` - OTHER MANMADE FEATURES GENERATED FROM THE \ I \ ` \ I I \ \ \ 1 I I I - \ \`\ \ \ \ \ , \ \ \ / / I \ \ \ \ \ \ 1 1 / S \ \ \\ \ \ , \ \ \ / \ \ \ \ I I \ \\ \ \� \ \\\, \\\\\\\\\ \\ \ - __ \ \ \ \ \ \ \ \ I \ 1 I I I I I .l. r \.\) .\l\9\. \ ,��� \\ \\\ \\ - - - - \ \ \ \\ \ \ \\\ \ \ - I / \ , , \ \ I I •\ I•\ �� J--�:�, \\: MS�jv \ \`__N \ \"\\\` \\``\` \"\\`:" ` `� _ l NORMAL BUSINESS OPERATIONS OF A QUARRY. \ \ I \ I I 1 I .1. \ lI \.\ �, \, \ -�i \ l \ \\ - \ 1 // \ \ I \ \ ` \ \ \ I 1 1 \ \' I \ \ 1 1 1 . . . . . . . . . . .�• • I 1`•I {\ III 1/: T\T ^\v`�,\\ \ \ \\\\\ \V -__;= 1 \ \ I\�I \ \\\1\\ .`R``��-��^� �+ \ /-- -- -11n /' \ ``\ `\ \\ \ I `\ ` I I I I \ \ I I / { 4 I. \\I\1/ N . \\ a\\\ a / \ \ ` --- "--� ---_ 1 l\ \ \ \`� - \\`b., 1 \ / ,- - ` \ \ \ \ 1 I I I I I \ I \ t\ \ \\' I(-\ \, \ \ \ \ \ III\\ \ \\\\� \ \ \\- \ I� `\ \ I I \ \ I I I 1 1 1 I \,\III\\I`\`\`\ 1 .', .\ I t\; \11{`1\ \`�\,\\\\\ \\1111\(- /'I— \\ \\\�.-_--�`jy��\\`-�-�^`��-Q� -_/ / I� \\ \\ \ \ \ `I `\ \ `\ I 1 'I I \\\`\`\`I\`\\`\`\� i--- �..,1. 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V, ASPHALT \ 1 "I \ ` I _ ` I - ` -\I \\\\� - -_--__ ' "/ /'\IIII -- / I I \ \I \\ \\\ 1 1 / X / / I 1 I I l / ` \ \ 4 \ Y ! \I ` I `\ \ I \ \ I \ � \ \ I \ / j /�� I, --------- / \ \\ 1 / / / I I \ ,6 \ \ \\ _ \ I I \\ \ \\\\1 / ,- _,. y , m I I I \ ,\ `\ > / \ \ \ \ �. ` A�\ ` ` t \ L_,t-A7 ` 1 1 \ \ \\ ` \ \ I \ \__ \ -,\ I \\ -- , //./-\ / / / / -''/' -_'_' _-- / \ \ \ \ \\ .\ I O \ \ \ \\ , o '\t ` ` -PLIt/VTR ' 1 \ \ \ \ ` \ \ I - \ O \ / / I \ / / , \ \ \ I I \`� \w'' ` / \ ` ` ` `\ . \ 0I `\ `\ \ `\ I II`I `'\. \'\. Ex. \�. ., LOCATION I . \ \ I ` / \ `, \ _ \�\`\\ —_=�/ 1\i_l`,'! ; ,,. ii '���i/ ___--- -- �� i�;•�'/ \ \ ` ` I I \` \` \ I \ \ \ ` \ °s•I ' \ 11 \ \ \.\ \\ 7 �\ \ \ \\ \ n \ `•`\ I �.� \ ,SETTLING I. I \ \ I I \ \ \ \ \ -- \ \\\`\ __-_--___ /%/i' \ ;' - - - -� . ` �'. I \ I \ \ \ \ \ \ \\ \ \ ` \ \ \ \ . . . . . . . `\ `\. .\ . ' I 1 \ \ \ \ \ ` ` \ O I - ` --' — — - �•, .' 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DATE: 08-19-2019 SCALE: 1" = 50' JOB: 19.0032 FILE: 8719 SHEET: 3 OF 7 • YI .I. . .\..-\`' N \\ . ,\I\\•\`•\\\\`\\\`\\`\\�\��\\`\\\� \ \\ -�\\ \��\� �\-_\\ ,---\ \ `� ___l- 1 / ,� r•rl,\\ ii ', 1 I \. \. .\. \. o \ \ \\\\\\\\\`\`\\\ \\\\\\0\\0\\\\ \ \� \`,.\\ .� \�\" \ , ''IIlnI,,pl it , I ^�'•. .�.'\ II \\ \\ \\ \\ \ \ \ \ 1�, \ ,\.\ 6'���\. . _ `- \ I , . I II11 // LEGEND O1 Six - 10 x 14 Cold Feed System , ,,\ r \I \ \\`::�\\\\\�\off` o\\\\�\\ \\ .I \\\\ _o`\`;,-- ;\.,,\ _ , , III)IIIII;I;p/ I I I - \ \ 1 \• ;_ I \\\ \\\\\\\\ \ \\\\\\\ \ \ \\ \��_\ \\��\"\\�\ \ I "/' II/I 1/ 4 _�'. 1 .\ \ , \ \\\\\\\`\`\\\\\\\`\\`\\\\`N\\\\ `\ \ \ \ \ \\ I //I I / II I O2 30" x 55' Aggregate Access Conveyor . G \\.:\ N\\\ `\\\\`\ ` ::�;`;\�\` "\��: ` \�\ \\= \�; \ `,, svo,,`, _ 11I II II \ � \ � , - // I CRITICAL SLOPES (OVER 25%) \ '.) . . . . 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I 11111111111111 O9 One - 8 x 14 Recycle Bin - Series III ....... : \ N, 11.\ II `\ \\ \ \\\ \\\\\\ \\ \ QUARRY (LOMR 20-03-1246P) c0 \ \ \ \\ \ \\\\ \\ \ \\\\\\ o� \ . \" \ Z\,\\ \\ \\ \ \\ \ \\ \ \ \ \` \\`�\\\\\ \\\\\\\\\\\ \\\ \ \\ \ l \ \. \ ��.\ \ \\\\ ` \\ \ \\ \ \\ \\\\ \ \\ \\� \\ �\\\\�\\\�\ \ \ / \ \ 10 4 x 10 Stationary Recycle Deister Vibrating Screen - Single Deck \ > \ \ ', \ \��` \\\\\\`\ \"\` \`\` "`\\' � - �/ EXTENT OF PROPOSED SP . \ \ m.. \ A .g0 �\ \ 1\' \ \ \ `'\ \\ \ \\ \\ \ I:1, I ``\\`\ \"\` \ \,`\ \ \\-,/ I `\ 1 1 24 x 70 Stationary Recycle Scale Conveyor \\• \• \•� „\ \\ `\ \'' ' rY Y y . ,\.\� •�\ ' . \>\ > \`\ \\ \�` \`�� `�:;\`��;..\� \\°s * CRITICAL SLOPE AREAS SHOWN HEREON IN THE S.L. .\ \ Ir ,\ \ �i� \ \ \ \\ \ \\\\\, \ \, �`� ♦ \\ 1 ♦ \ \\\\\ \\ \ ` \ 12 Two - 200 Ton Deluxe Stationary Silos ............:.i, ` -- \\ ` \ `\\\`;`\\\`\\ \`\\,\ ,`�� \ WILLIAMSON LEASE AREA ARE GENERATED FROM A Y 4ar \`\. . rSi. \`\ ^ ti� y `\ \\ \ `\\\\\ \\\\\\\`\`� \`\\\\ \N \\ \`\ 1.\ \\ \ \ \ _ _ \ \ \\\ \\\\\\\",,\`-, �;,;,,,�`\\\\�\`, e \ SLOPE ANALYSIS OF THE AERIAL TOPOGRAPHIC • • •Y - • `I l ` • •/• �• � _ -A `\`\\�„\\\\�\;' �`\\�\,\\�,\\ / \ INFORMATION. THE EXTENT OF THE CRITICAL SLOPE 13 300 TPH x 83 Stationary Deluxe Slat Conveyor with Cleanout & Reject ; / sows \ \AFC;,\� \\\`;�\ \�` ; \ I ' "� \�` (.,.- M.", \ \;\ �\\\`�,P":``�`;;`;\�;\`:�` ``;; T \ \ /„ AREAS INCLUDE THE SIDE SLOPES OF STOCKPILES 14 One - 300 TPH 2-Way Top of Silo Transfer , , , , , , , , , , , , I , , , ,1,\\ ;\ 'It \4: ;=�; \\\ CSC: �����a/'sOy , \\\\ \\\�\\\\'\�`'\�`\\-,-,"�\ �/ \\ /----\ - I , SETTLING BASINS OVERBURDEN PLACEMENT OR OTHER \ '\ . _ / \ \` �� \\\ ` \\ `\'," ``," `` \ \ --� \ p \\ MANMADE FEATURES GENERATED FROM THE NORMAL 15 HYCGO-200 Hy -Way Hot Oil Heater { \\, \ \ 1 7 J _ \ �, . `\ \� \ sF a4�.� __,__ � „1\: �\: \ \1 6`s_ �--,1I-\ \ 6 ' \\\ ea; ,„` 1\ \\; \;:; p ,_,, \ \ 6 \\ BUSINESS OPERATIONS OF A QUARRY. 1\\\\\ Ill;/ ._\_�y c\\\ \ \ \\\ \\\�_ -4. 1 \��,\\,l; \\ \`\\ -- / 16 Two - 30,000 Gallon Vertical AC Tanks • • • (\ I \ ' "` �\ 1 1 '� __ _-__ \\ --_ / NOTE: \ ` `\ \\ ` \ � \,\ � ' \ K BASED UPON ASSUMED 50 PRESCRIPTIVE ROW FOR RED ................ 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THE EXTENT OF THE CRITICAL SLOPE 1 I 1 I , I 1 , X \ 1 y / ' ' s'o �" \ \ \may\� - ` \`\"`` ` `"\" IN, \ AREAS INCLUDE THE SIDE SLOPES OF STOCKPILES, \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ` I \ r \ \ I \ \ \ \ \ \ \ \ 11 \ I 1 II I I. �\/{r .+. \. UMj\ \ \\FI \\ \\`\\\`\�\\,-,,,\\`\\ `\ / 4, \ \ ',. \ \ \ \ \ \ \ \ \ \ \ \ 1 I I I I I - / .. \. \ . /., � . . . . TS• \ \ \ \` \ \\ \\ \\\\ \\ \ \\ \\ _- / T \ \ // I 1 \ I I I I �' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' C r \ :s�. \ \`\\\ _�\ \�\\`,\` `\��``, ` I \ ___,,, SETTLING BASINS, OVERBURDEN PLACEMENT OR OTHER \ \ \ \ \ \ \ \ \ \ 1 I I I I I I . . . . . . .1. •,I \\) .\l♦9' \' \ f/zz \\ \ \\\\\\\`\\`,`,> \\\`\� I, --�- - I I \ \ \ I \ I 1 I I , • \ ,'= : \ \ �a \ \\ , ` \\\ \\\ \ \ \ \ \` \\ ` � \ / \ MANMADE FEATURES GENERATED FROM THE NORMAL ' \ \ \ \ \ \ I \ \ \ ♦-/ s_ \ \ \\ � MsoA. ` \\_\ ♦ \"\\\` \\\\\\ � \\ \\\`\� \ \Q I I 1 •/ • " �� ` � \\ \ o \ BUSINESS OPERATIONS OF A QUARRY. \ \ \ \ \ ` \ \ I ` 1 1 I I �' '` '\ \\ \ S \\ \ \ \ \ \ ' `-� \`- \ 1 \ ` \\ ` \ \ ` \ \ \ \ \ I 1 I I I I- . . . . . . . . .I. . . . . \II lI// �.\ -<` ``�\\\ \' lr -\` \\ \\\�\`\\ \\\\J� \ J \ 6 / \ \ \ \ \ \ I 1 1 I I I t �( 7l \\'` \ • •\ \I \ \r '4/Q \ \♦ ,,\\\\\ \\\^p�_�,-` - 6 \ / `\ \\ \\ `\ \ \ ` \ \ \ \ \ 1\1 IIII 11I I .•1�)I\.\ ,�ll <•)-•-�\\ic"\ \\` \ o. ���\1/ \ \\\\\-___;�^``�-�� \ / �_ I ------ NOTE: // \\ \\ \ \ \ `\ \ \ \ \ I \ \ \ \ I\ `\ 1 l 1 1 1 ,•. . .�. . . . • I ,`\.\ {\`11 /, r-w\n\s\v`�,<\ \ \ \\\ \I \l`, - 1 \ \\I\ \ \\\\\\ -`� \ / - // \ \ \ \ \ I \ \ \ \ 1 I I \ \ I \ \ , \ \ \ { II t\ \ I\ \''j`I'-.� l` \ \a \ `\\\ \ -- __' 'I \`\ `\\\\\�-__�\\ I "Z, -\\^- \\ / �Inl \ \ \ \ \ \ I 1\ ' , ' \`\ \ \`\` Ex. srocKPliE \ \\1 1\` 1' -=_ \`\�- -- Y\C'�; "I��- � _-- \-- /-\ 100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED \\ \I \\ \ I ` \1 \ I 1 11111 \\\ \,\\\\\\\\\ \\- ........... I..... \ ).\ I{\.'TO BE REMOVED \\` IIA\\I, I(\ %%/''- -\\,ya _\\`� ��,-����-�� / \ \ \ \ . . . . . . .�..�4 \ . .,,,.,, y \\ IIII " -,- \ "'`_`-: -�`�a -"' - - -< ----------- HILL ROAD --_-- - `\ \ \ \ I I \\ 1 \1 \ I 1 I I 1 \ I\ \\ ♦ \ ` \ \ \ , . 1 ^ \ \ \ I I \ 1111I1 r I /, 3- _-- \ _ - - 2t�_ - -� \ \\�\ �.\ \\ \`\ \ II \ I \ 1 I , 1 1 1 ', I 1, `\ \ \ `\ ` `\ ` `\ ./ S ` \ I \ \\ I IIII I 1 /, /, // � _ �� �\ _ - --� \`\\ \ ,� - \ \- \ \ I \ , I I \ \ ♦ \ \ .I. ,'■ \, G9� \I\ \ I I! / // -_ n -�- ` -\\\\\ \I\ / \ -\I \ I I I \ \ 1 1 I \ \ \ I \ \ \ \ \ \ \ ' \ : - . 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PROP. • I'.. ` ` ` \ /. _ 1 I \011 \ \\\� \ I\ \ \ \'\ I I ` , \ `\ `\ `--- \ \ \ \\ I 11 I\ \I \\ I \ I\ I\ \ \ I\ II `\\ \\\ \ \\\ \ , \ \ \ \ ` \ • .\ ., \ \ \ `\ \\ • T 1 I I \O\\ 1 III IIi \ i r \ CRITICAL SLOPES AREA CREATED \\\ `\\ \ \ \I, \\ \ \ \ \ I \ \ SETTLING \ . \ \t \ \ 1 \ \ \ \ \ \\ ` `\ \ \\ \ BASIN • ` 1 \ I \ I \ \ \ \ I, I \ \ \ 1 - - \ \ \ \ \ \ j \ \ \°\ y r � \ I I r1 ,III \ , / \ ` THRU OVERBURDEN PLACEMENT 'I \ ` ` \ 1 \ \ \ \ \ \ 11 '1 \ \ C \ �a ll . 11 //„ \ V I 1 r \ �` \ \ \ \ \ \ \ \\ SCALE 1 =50 \ \\ \\ I TMP 98 13B \ ` \ ` \ ` I \ . . . . . . . . . . \ �ih �. < , \- \ I / C \ \ I \ I 1 50 0 50 100 \ \ \ \ \ \ ` \ \ \ \ \ \ \ I \ 1 \ I \.I I• - 1 I \ / �s r7 \ \ i-_\ \-I \ \ \\ I N _ SCALE IN FEET 11 \� 1 '. -' - \ \ I MARTIN \ MA�I�fTr� `I `\ \ \ \ � I\ \ \ \ \ \ ` I` I •� ! \ 1 • \ ' ; " � � \ , \ I ` `. \ \ \ I I 1 //I \ \ \ \ \ 1 1 1 1 1 I I \\ \ 1 5 \\\\ l /i, EX. I 1 \\\ \ \ \\ \ \ I\ I I II ,/' I \ \ , MATERIr�LS ,lN� \ I 1 I I 1 I I 1 \ \ \- I ... so I \\ \ \ - ---\ \\ \ `\ `I `, I \ \\ II \ `I `` `\ `I \ 'I 11 11 'I I I I '1 1 I 11 11 I I 1 \ \ `� •I\ ;� . . . N \0 / I \ . ` ` \ I \ \ \ ' \\ \ / \ I \ \ \ \ 1 I I I I- I ' :'\ \,\ y N ' 'k ' / N .1 .., I \ STOCKPILE 1 1 I \ \ ' I / / 1 \ I \ 1 " \ \\ `\ \ \ I\ 'I \, \ `\ `\ \ `\ \ `\ \1 I 11 I I I 1 1 1 I 11 I I .�.. . . . . . . . . . . •.1 c I•`I I. N .\ . . . /. / ` `- �� 1 I ` \ \ \ ` \-/ \ \ \ \ \ \.\�/ I ♦\ --\ \ \ \ I I \ \ I I \ \ • I i' / ~T r --- `\ 1 \ \I, \ \ \ I II _ I I . \ `Ir \ 1 1 \ \ I O \ \ \ - - 1 \ I \ I I \ 1 \ \ \ I I I I \ \ I \ \ I 1 I I I 1 1 1 I I \•\. I A ''1 \ 1 I - \ `. I I I .,, \ 1 I \ \ I I I I - \ -- 1 \ \ I I \ \ \ I 1 I I I 1 I II I \ \ \ Z a ` I E A, \ \ \ \ 11 1\ \\ ♦\ \ ` \ \ `\\ I \ I ` I III \ II I 1 �I �................•.� . \ \ ., .?'.'.'.'.'.'.'N .'� � \\ \ � TMP 88� 18- 1 \ ` I , \ I I I ` \ \ \ \ \ I I I I I I I I -I I \ t d\ /. \. .1. \ \ \ �\ `\ \ I \\I \ ♦ \ \ ,-_ \I `\\ 6S `\ I 1 I I\ \ \ M�A�gRTIN MARIETT� I ` I I I I I \ ` \ \ \ 1 I I I 1 I I I 1 , / '• I I. f , \ I - \ I \ I ` \ ; °\ `-'----- _A9ATERlAL9; lNC \ 11 I I 1 \\ \ \ ` I I \ \ ` \ \ I I I I I I I 1 1 1 I I yy I L I \. \\ I ` .\ m, � I \ \ O ` \ I I / \ \\ \ / ♦ \ 1 I I I I I I I 1 I I \ \ \ \ ` I I I I I I I I I I I I I i I I I I I,'.'.'.'.'.'.'.'.'.'.'.'...........\'.. It` \Cr\ '\ \ 1 X� \�\ \ . I, Z B20 -\ /r\ 11 \ 1 I / .\ 1--\ ` \ \% I /I' 1 ---_-- \\ .------- - i 11\ I I 1 / /I I 1 II I I I I i / \ \ \ \ I I 1 I I I I 1 I 11 I I 11 I 1 I I \ `, \\ .. �. \. . \ ` \I m `\ I a \- /,/ \ \1 I I / I / _ -\ _ \ I 1 1 r / I I \ \ I 11 1 I I I I I \' \� \ \ A .\. I 1', m \ r- - % - j I \\ // 1 I /\ ----- - \\ - _� ♦ ,\I I i - "/ 1 I I \ \ \ I I I I I I I I I I I \ a U 7J mm \ \ \ I I --- \ I I I I I I / \ \ 1 I I I I 11 1 1 1 1 1 1 I- I \'\:I� .\. 1 I �1 -I\ \ D `- \1\ 1 11 I I ` I I I r Il 11/I../ \`r--_ I IIII IIIl`- ----/, `\ \ 1 I I I \ ` ` 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 I 1 \ ` I N-€.t`'. -/�� WALL BE 11 1 \`. \ ." I \\ l / I /1 \\\ :♦--- \ I I I . __-- ./ \ I 1 \ \ 1 1 I 1 1 �I I 1 . . . . . . . . . . . \ . ,\ .\ _ -_ \ \ _ ` \ ��� _=--_` _+ \ I I I I1 / / ` I I I I / \ \ I I I I I I ly I . . . . . . . . '`'\',', ' 0� ♦ %c� . \ , \ - '/ ,,' _ ___ \♦ \ _ 1 '%- I I I I \ \ I 1 I I I I I I I I I I I I I( I I I I I I t ^sue �... m ���l� lam_ � \ I I\ \r/C-,/ / \I/�^\--- \, ll\I\r ,/ I I I I I / \ ` \ 1 1 I I 1 1 , I I � I I I I I 1 \. \. `\. O � x `A EOLDNFE D�BN$'„�....t1 _ - \ I I` / ----- - \� '\\ \ - // I I I I I \ \\ I I , 1 I I I I I I I I I I 11 I I �. . ` ` 11 •"`C , • \ \ �1 ` \� Tnl -"- \ \ ` - -` I \ \ _.�'"- ^` ' --� - - '' �i-` \ �_��- ✓G-�'/ \ I I I 1 1 I �\ I I 1 , I I I I I 1 1 I �\ c _ \ \\ II -\\ -� 11 I I /-\-_-/' \` //' - ``�:\ \\`� _ - _- / , \ \ 1 I 1 , 1 1 \ \ \ II I I I I I 11 1 I 11 1 11 / ,. •\. '`�', �'� I �\-EX.-,I , 1 `, ` \ 1 I \ _ --- ---- --_-' �-I'_ �_%-_- \ I 1 I I I I I I\ I I j I 1 I I 1 1 1 I I I II \I \ % \ ..� 58$ o / / / I II - 11\I ,.'I I \ -- 640 \\ \. �\ \_\-\`_______=___--- _ _ _'_'_ \ I I I \ 1 \ ) I I I I I \ I , / ,.•t. ( ( \ S9 ".� S CKPILE' / ,' , _ \ I\ I ° \`- `\ \- \\\\ '// I ( \ `- "-_- _-_ - � i = _� _- I I \ / I / I I I I / I I 1 I I **• ` ` \. 4 /-�/ , \1 \ 1 _ - .✓ Il ," �-- --- _ _ I , I I \ \ \ / I 1 I I I I I I I I I 1 1 1 \ / { >. \ \ o •_ _ _ ice= l \ �` - ' I , 1 1 1 I \ \ / - \\\\\\c- - -\- - "''_'� " o I \ \ / I / I I I I I I 1 \ \ y\ \G \ , \. `\ - i `------ I '' IIII I �\ \ \\\\�`\\` -_\ __ _ -� ._,, \ Hf I I 1 I \ \ O / / I I I 1 / , I I , , 1 \ / l I -\ �-• \ \ •\' I / II \\ If\ ` / \ \\\�� \-^ - - - _ %i --i \ 1 ,\ 1 1 I \ \ \ 6� / / I I 1 I l I I 1 I I 1 I , \ \ \\ /' \. 1 /t' 1: \ q \ ,1!�!//f/ / 1 ,/ 1 \ ,- I \\ \��\� ` - \ - - __ _ _ -'__ _ �' ''i '% ",'% i ' \\ I " 1 I li `\ `\ \ \ , i / / % / I/ I 11 i 1 I / 1 , l i I I 1 111 , 11 \ I \ �' . . I; I a\� �•IT S \\ \ �� s9 THRU OVERBURDENRPLACEMENTD / I , i /� �% I `\ \ /, i \\ C) `�\\C\\�` - \ ---- ---- ��'/ -'�, \\� %' �' \\a\\ _ 2 r - \ , \\ 1 II <`} I I \ \ I\ 1 I I I I , I I 1 I \ \ ` \ .,: \ . �t4\ n / / / _ _ -_ ` - - __ . - i� "G'' \ \ \ \ I \ \ \ / , I I I I I I I I I I \ , \ \ .\ �/{ \ 1 6\ -1. / / / /' / _ -, r -_- \ w , - � - _ _ _ ` \ 1 I \ \ ` / , / I I I I l I l I I I 1 \ \ \ \ I \ i , ` \ I I I I .\ 1 \ - _ _ _ \ / l l / /, /, / , \ ' - \ - i % \\\"��3 - - \ / , - - `\ , I I \ \ / / ///�! I I , 1 I / , l , 1 1 I 1 1 \ \ I I \ I I 6. , \ `�\ • I • I \ - I , r /, / l // / / / , I - \J •\ \ .- 6-h 0 �,� / �'� - - \ \ \\ I o \ \ \ / /� / / I I l I l I I I I 1 1 \ I , \ \ 1• .'.'.': •.ql \ \ \ `\,1.1 •\ '•\\ l� /1 \\ / / l/ l IIl//�I Ir' \\ / 1 ,^�\\\\ _ // /' i �__% s \\ \ \ \ 1 I \ I\ ` \ _�,' / l I 1 I l I l l l I I I I 1 I I I \ \ . . \ \t \t IN _ �\ EX. I I I / I \ 1 \\ I ` __' /' --- I IIi-\ \\ \ _ "''/ i - '' \ \I \ I \ \ \ \ / , , / , , I I l l l I , I I I I 1 I 1 I-1 \ / ` \•' .I r• `\ \ - m "STOCKPILE I I I / //, / I \ \ \ \\\\� _-__ _ r'- i i / \\\ _ `\ \ \\ \ \ O/r _ / / / / l I I I I I I 1 11 `\ '. . . . . . . . . . . . . .p`: . . .\1 \. .\ t \ \ \ - - I 1 1 '/ / //I 11\ I\\\ \' \I // ,.-\ \\ \\\\�, / // i \ / % i- `/ f, 1T \ ,\C / I' \ I / / /, I IIII 1 / 1 // \ \ \o\\\ / \ \\\��I 1 1 \ \/``__�'' i/ i / % / / / / / / / / / I j 1 I II I II I \\ .11 \p1'\ 1 �\\\, \`..\\,\,--. __ I\\ \.\.\\`\\ J / ^\I 1 1 I' /'/j / 1 \\\ \ I // l \\.,' -__-- \\\ / i, \ �� \\ \ % % n� / / l l l + l 1 I 1 I I 1 _ \ '`• a6 \ II / l I \ I l \ -\-_-_/_� // / '-/ ' \ ♦\ \\ \\ / y / / + l / l l l l l l 1 1 I I I I I ` \ \ I .\..My y \ '\\ ` / /^I ,/ / /, /,/ ' \ `\♦ \`\ - /^/ , I \\ // / / /� \ \ //// , / // '' / \ \ p \ \\ oh / / / / I �. �'. 1 \.'\ \. \. '� ` ¢ \ 11 \ ,/ , 1 /\ 1 /// / / I / \\-`�--- -i \ I 1 / 1I \ \ \\ \ `_ / / //, , / \ f / / l l l I I I 1 I I \ a \ • d'' •/ • y \'\ 'mac `A 1\`I\ `\ �/ I I 1 / /, / l I \ \\ // I \ / / ' I _,�_= %': - / / r \ \ \ \ \\\ \ \ // ' / / ' / / / l + l I I I I I \ �5` \ /, \ r\ \ '\ \1 1 \\- //I / 1, 1 , \\\ \\ \`---_�- /, i - 1 \ 1 \ /- v/ / I I//`\ \` I --___ /// ' '" / \ \ \ \ r / / / I 1 1 �.p • . w C I \ 1 I - 1 I 1 / - , \ .\ -- / \ \ \ / , I ---- / / / \ \ I I : `� . / / / / / l I I I I , . . \ j` 1 a \ III , - \ r I IIII 1 I EX. STOCKPILE I / / / \ ' \ 11 \ I - / i / ( --- 1 �. . / / / / , I I 1 r0 \• ,\ T 58F \ \ 11 I \\ 1 ` , - \ O/r i / / I \ \ E \ Y\ \ 11 \ I 11 I I 1 \ _..\,.. .. _ / / ' \ I \ \ 1 ) \\ I I - \ \II - -- - ' '' ' ' '/ \ 1 I p .\ - / / / / / I ' ' 1 ` dr' • • l •\ +. `'\ 1 \ \ I\I I / II I I I \ \ , `_ „ // / \ \ l n I I / . \ _ , . /' /,,,/ __-- \ / F•.O \ \ \\ \ / , i , / i i i I I 1 I I `\ \ \ - ,. . . . . . . . . `\?\ 1 II 11 \I I \ `\ 6' 1 /, I I / \ / . ,. I 11 I \ - I I 1 I y. \�\\ ,•tea. \ \IW\ I I I \\ \\\ I\ A \ I I I I I /I \\ " \I I I 1 ,' �J. ,N " / ,/ % , / I 1 I I 1 I \ `, \ \ \ \ / --___. -f \•I\\'\\' `\ 2 '�• 1 \ \\\ II\ , 1 \I \ \ \ \ ° / ,, / I \ \ _ _ / 1 I/ l 11 I /-\I \ \ ,' / ' / ' / �'�,�/ 1 1 1 I 1 \ / °� : . \\ \ I I` \` \\\ \\ -\ \ - \ \ --_ ` __-_____J I IIII / J11 \\ ^ 63 '/' 1 /, / 7MP 8$-13 I \ \ \I o I I I I / \ off / / , I I I \ \ \ r . . . . . . . . . . . . . . . i \ I \\ 1 I \\ \ \\\\ \ // /// \ \ I IIII , \ \ / / / I I 1 I I / f , / t I �{ -�-� I I \ \ ` \ sl \ \ l \' y \ • \ \ 11 \ \ \ ` 1 I 1 I \\ `` \ \ \`: . \ / / / I I \ 11 \ _ _ _ / / / , 1 I, I 1 1 1 1 I qp \ :,� / , / I�I�R9/l�-MAfTIEI'lAI , I 1, I \ \ 11 \ I i\ \ I / \\\... .I. \\ \ \ \\ \\I\ \ \ I I I 1'\\\\^\\\\\\\\.. -`__ __ /1 ,// --___ \\ I \ , (\ \\ - -^- I I ,"I \\ ,,I - \\ \ - , - - , , ' , r , \ \ I\ I �� /,, \ \1 \\ , . . . . . . . . . . . \.. \ . . . \ \\ `\ _\ \ \ \`\--'-''// / 1 `\ \\ I I I 1 I ' \ \� - ` - �� - - ' /' \ \\ \I \ \ 9 / I \ \ ` .'� PROP. 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STOCKPlLE,\ ill'I I111,1 IIVIA\ It II` i I `vv`vA\`�v`v6srp \ I 1 \ \ 4MSOA \ :'HALT \ LANT 1 I 1 CATION 1 \ \ \ \ \- � IN - 0 r \ \.\•`C / / 1 \ I `\ I 1 .1 .l . . . . . . ?� \ l \7f1 \\ a r .I a \ 0 0 HE bRt > \ \ \\ _ •.\ \\ \ `\. '\ \`� _-' / HE HHE� OHE .\ Y. �y\� \\\ •I �. l\ OYE HE RED HILL ROAD. --- - _ .................. - _-_.,__ ........ . . . . . . . . . . . . . . . . . :-. . . . . . . . . . . . . . . . . . -=- -' - - .'G/\\\ ..............TMP 100-2.'.:': - .-.-:- - =._--_....'.'.'.'.'.'.'.'.:"-`.-.-:-.-.--.'.-':--- -'? ---- ......... CRDWN.'.ORCHARO.'COMPANY.'.'. ...:=: r:___.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'�.. ........................................................ _ :......... . ............................................................ .............................................................-.. 1 ........ :':\. _ _ __________-- -.-- ..=- :M TIN 'MARIETTA .... 570' --_— -' — l' C_ '. .. . :'_•. •. •. •.•.•.•.•.i. .`. .'.T .. .-•-�- tll:14 1 1 ........ I I I I LEGEND CRITICAL SLOPES (OVER 25%) WPO STREAM BUFFER •: iA EXISTING AND PROPOSED TRAVEL WAYS 50' STREAM BUFFER IMPACT AREA MITIGATION PLANTING AREA • ••••••• • 100-YEAR FLOODPLAIN (FIRM PANEL # 51003CO405D) = 100-YEAR FLOODPLAIN (LOMR 20-03-1246P) EXTENT OF PROPOSED SIP * CRITICAL SLOPE AREAS SHOWN HEREON IN THE S.L. WILLIAMSON LEASE AREA ARE GENERATED FROM A SLOPE ANALYSIS OF THE AERIAL TOPOGRAPHIC INFORMATION. THE EXTENT OF THE CRITICAL SLOPE AREAS INCLUDE THE SIDE SLOPES OF STOCKPILES, SETTLING BASINS, OVERBURDEN PLACEMENT OR OTHER MANMADE FEATURES GENERATED FROM THE NORMAL BUSINESS OPERATIONS OF A QUARRY. NOTE: 100' SETBACK BASED UPON ASSUMED 50' PRESCRIPTIVE ROW FOR RED HILL ROAD SCALE 1 "=50' 50 0 50 SCALE IN FEET STREAM BUFFER MITIGATION NOTE: THE INWARD 50' OF THE STREAM BUFFER WILL BE RESTORED AND MITIGATED AS SHOWN HEREON. THE MITIGATION PLANTINGS WILL BE PROVIDED FOR THE IMPACTS TO THE LANDWARD 50' OF THE STREAM BUFFER. MITIGATION AREAS OUTLINED HEREON WILL BE RESTORED BY REMOVING ALL UNSUITABLE MATERIALS, PROVIDING SOIL AMENDMENTS WHERE TOPSOIL HAS BEEN REMOVED PRIOR TO THE INSTALLATION OF THE MITIGATION PLANTINGS. MITIGATION IMPACT AREAS STREAM BUFFER MITIGATION REPLANTING IMPACT AREA 1 33,905 MITIGATION AREA REQUIRED = 67,810 SF MITIGATION AREA PROVIDED = 36,325 SF (0.83 AC) MIXED VEGETATION MITIGATION AREAS REQUIRED: 700 CONTAINER -GROWN SEEDLINGS PER ACRE MITIGATION AREA A 20,592 SF (0.47 AC) PLANTING REQUIRED: 331 MITIGATION AREA B 4,774 SF (0.11 AC) PLANTING REQUIRED: 77 MITIGATION AREA C 10,956 SF (0.25 AC) PLANTING REQUIRED: 176 584 TOTAL PLANTS REQUIRED (584 PLANTS PROVIDED) rn 6 zU w � U cl) o Z R z Utn O OU, O - �a Qw a o U Q T � J J = Qyi OU ¢U) m aZ =w O a ❑ `+V O 55 W W 0 QZ vU ZCE 0 , w� N cn 0> o a W N W Z Q J w T a /1 U to J J Ir�-+11 } cr) i =❑w a °o W Q �' a m= rn U z 0 a V ❑ 0 zo O a o N a o o uu Ou o u Q Z z N 0 0 0 u u w w w dda F n Q o CD (D 0 Ni O O o 0 0 Z DESIGNED BY: AG DRAWN BY: AG CHECKED BY: I JT Q Z z W J w J C Q m J co a Q LL Q J W } F Z U) o Q Q a_ co U 0 LTJ w < p� U Q ir W Q ~ 0 �' J J < 52 L V1 W W J J J W U) w DATE: 08-19-2019 SCALE: 1" = 50' JOB: 19.0032 FILE: 8719 SHEET: 7 OF 7