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HomeMy WebLinkAbout7 - WSC Site Plans rev 8-4-2021MUSGS science for a chanuiag world 78'52'30" 35'52'! N7201 50' U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY 50' The Natioeal Map riUSTop o 47'30" PV QV CARY QUADRANGLE NORTH CAROLINA 7.5-MINUTE SERIES 78°45' 35°E2'30" 72 70 000 _rT WAIF STON[E CORPORATION 71 ES ES E13 i n i n 9 2'4 08 92 --,-,0 70 fig '68 50' '67 '66 165 a -L i o -- i ((r--1 o c A i,%,, a i o i Contents (Separated by Plan Set) Wake Stone Site Plan Set (Revised August 4, 2021) Sheet # Contents -. _ Y , �� f - 6ElJYVELL CT -W 1 cover contents USGS Vicinity Map 3964' - - 1 , - _ f= 4 J ,; - ,��� -- ��y 4 a I�'� i r _ ---�\� �• `� I BEtFiAVEN�+?L7 2 Existing conditions Overview (with buffers and clearing limits) r` l CC`�.�'y � � c, --�� - .- '�'�c 7o T' z 1 a �l Crabtree 'h Cr� o a /� w T C ~ V W - s 3 Site Plan overview r I a �_ COUNCrL s P cr � _ w� , Eiyh[�.'r'rI f � - - - `� � � � -. � a° ' � W 4 - i 4 odd Fellows (Phase I Site Prep) �.s 5h .� i\ �: J /, -•.3 4r . - - {1CW t bODN,p� 5 odd Fellows(Phase II site Prep) SORREL I ( La �i g� �-• L sr 1 �:^ I RA 0R -; �, �a ,7- 1 - ' W JOHNS 5 T• F J'JNMSDh ST '� 1 ,. �` A T v' � NE 2 - FfIC]CORYwOU t �J �, v. ; o�� .- _ ti ; --- �, .' -t g _ VVV conceptual Mine Plan 47'34" wt --. CDRNERSiOIVEDR '� CASrA11ADR --? LL. - .r - ; �-- 7 Existing Triangle Site Pre(and conce teal Pit Depletion)_1500, g g pP Upchurch 1 n -, . _} �' !` - `` Afrol g . -- . pvE REED 57 '�. -fi3 �-.� - _ - f- m - q�F7 G4PRS - �A -). Q - - 8 Existing Triangle Perimeter Road Improvements -v� �� r o � a , ,+ J `"I V 4'I� yam - �'� �� l e' c5 ` l�� s- <yr HATHAMST ` ._ 5 !~ =' a GING£RGdT '� g. i LY _ . x sCct R WALDO ST WEeS7ER 5T� �_ J � 9 conceptual overburden Storage f �i .,� �� I r•[(•,-r.LtJ=L'r• � 1 j � �L� I � � }!-� � + p0 - �- J-�- _ ;r1 � a o _ 1 a �,� w�Aa�S�= W - ` _`RSMrIt R �, C ❑ g� a ` E PARK Sr - •- 1 �� 10 Details and cross Sections Ir -�, META p,�R�� •4 }� �bR +' L- �. + o� .. ..L �f4N •r r� yr 'r r _ J RIbGECRES� �p � 3 q - �� •� �II\ I�.� HIGHHDGSE•RA a - r o I �, �, J rJf1l•iClC1 TAT1 F,ti--[ [r�.r' a 5 L 'r, , 11 Bridge and Pipe Details 4• r' �0y f a .4 Z. '0 S ' �E �r� 4 r •- V 1'`�! �,��';� �O pOO L< l / / %=s�= ;' { GSq'S' _� �i- a _ $ 6�%�Y w f- I _ _ •qs� c, Po r o 1 l / / n V H,I[ Iriri�lnr'rintt 39 62 12 conceptual Reclamation Plan �] �crest I ;' 4 C— GAj o x Z).r l J ■ 4 � Yi l . }' %.�Ofi�J �� 1` 1 r n '•� 13 Conceptual Reclamation Lakes p 730 F 35'45' 'I tS"b1'.iV" Produced by the United States Geobgical Survey North American oatLm of 1983 (NAD83) World Geodetic System of 1984 (WG584). Projection and 1 000-meter grid: Uriversal Transverse Mercator, Zone 17S 10 000-foot ticks: Ncrth Carolina Coordinate System of 1983 This map is not a legal document. Boundaries may be generaLized for this map scale. Private lands within government reservations may nol be shown. Obtain permission before entering private Lands. Imagery..................................................NAYP, June 2014 Roads ................................ U.S. Census Bureau, 2015 2016 Names..........................................................GNIS, Z016 Hydrography...........-•-..-...National Hydrography Dataset, 2014 Contours...........................National Elevation Dataset, 2008 Boundaries ............ Multiple sources; see metadata file 1972 - 2016 Wetlands ......... FWS National Wetlands Inventory 1977 - 2014 IFti 9' 5' 161 MILS GN 1' 17' 23 MILS UFAA GRID AND W14 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET U.S. National Grid 100,7W-m Square ID 10II PV{QV GFid Zone Detlgna[lan 175 5U' 41'SU" PV QV SCALE 1:24 OOU 1 0.5 0 KILOMETERS 1 2 1000 500 0 METERS 1000 2000 1 0.5 0 1 MILES 1000 0 low 20N 3000 4000 50W 6000 700D 8000 9000 10ODD FEET CONTOUR INTERVAL 10 EEET NORTH AMERICAN VERTICAL DATUM OF 1988 This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011. A metadata file associated with this product is draft version C.6.19 $0 359"'N 35145' l ti"45' ROAD CLASSIFICATION { Expressway Local Conncetor NaRTH � � r CAR(7L1 A N �r SecondaeV Hwy Local Road oa u) v Ramp 4WD Interstate Route ! y US Route State Route Y rq M QUADRANGLE LOCA1k0" r4 X —`� —p L7 , Southwest Durham Vj 1 2 3 2 Southeast Durham 3 Bayleaf `t 4 Green Level 4 5 5 Raleigh West LL - 5 New Hill 6 7 8 7 Apex CARY NCLU , 8 Lake Wheeler ADJOINING QUADRANGLES 2016 Z 2 E&SC Plan Set - Piedmont Land Design, LLP (Revised June 22, 2021) Sheet # contents 1 PLD E&SC SITE 1 - cover sheet 2 PLD E&,Sc SITE 2 - overall Erosion control Plan 3 PLD E&SC SITE 3 - Not Used 4 PLD E&SC SITE 4 - New Quarry Expansion - Phase 1 Erosion control Plan Sheet 1 of 2 5 PLD E&SC SITE 5 - New Quarry Expansion - Phase 1 Erosion control Plan sheet 2 of 2 6 PLD E&SC SITE 6 - New Quarry Expansion - Phase 2 Erosion control Plan Sheet 1 of 2 7 PLD E&SC SITE 7 - New Quarry Expansion - Phase 2 Erosion control Plan Sheet 2 of 2 8 PLD E&SC SITE 8 - Existing Quarry Road Improvements Sheet 1 of 2 9 PLD E&SC SITE 9 - Existing Quarry Road Improvements Sheet 2 of 2 10 PLD E&SC SITE 10 - Details 11 PLD E&SC SITE 11 - Details 12 PLD E&SC SITE 12 - Details Black Retaining Wall Plan Set - S&ME Sheet # contents 1 S&ME MSE Retaining Wall sheet 1 - Plan View 2 S&ME MSE Retaining Wall Sheet 2 - Wall No.1 Elevation View 3 S&ME MSE Retaining Wall Sheet 3 - Wall No.1 Elevation View (cont.) 4 S&ME MSE Retaining Wall sheet 4 - Wall No.2 Elevation View 5 S&ME MSE Retaining Wall Sheet 5 - Wall No.3 and No. 4 Elevation View 6 S&ME MSE Retaining Wall Sheet 6 - MSE Details and Notes Wake Stone Site Plan (page 1 of 13) 2065000.0000 2065500.0000 2066000.0000 2066500.0000 2067000.0000 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 2070000.0000 2070500.0000 0 a 0 0 0 0 Lo N cD r- 0 0 0 0 0 0 0 N CD r- 0 0 0 0 0 0 to r~ 0 0 0 0 0 0 0 0 a 0 0 0 0 Ln 0 CD r- 0 0 0 0 0 0 O 0 CD r- 0 0 0 0 0 0 Li J 0) r~ 0 0 0 0 a 0 Ln m r- 0 0 0 0 0 0 0 a0 u7 n I I I I I I I I I I I I I I I I. 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Dunn - �. �f� - Z _ � l � `' � � � . , 7 �_r ll �. � _ - f r � � � � ' � PIN: 0776275726 1 -Y - �- - / I 1 - . � - 22 2 Old Reedy Creek Road - �f r �� I � - . � - 1 J Z ,' / j ti s J f • . � / ', f r °, - - y , ++ ` f Y ji _ C North Carolina 27513-2111 `�-� �. f i r +1 _ . - � .� A ` I 6 I� �'' \ -_ I' __�� I'� / , __ ti z ti\ 4 x ,� \ 2�c `. ' r �- - � --- -- rr __ __ � r �_ _ _ - / � i r � J �. t �, � t,,,- / f +C�rfterline-ef r btree G-re i Prop rty I PI 0756517951 _ __ -f ��- --- -- � � � � l �� - � - r / �' T ` y �L �� f, . �,-- � f _� , 1 P o s Permit BoLI da �� =_ �o / I, � � , j � I - i I � , Raleigh -Durham Airport A tharity - J f ,1� 1 ( 1 1 �•. 1 jUluIId7I�E1� 1Fl 1 ng PErlllt BO 1dr c�o Michael Languth, CE❑ f� - - �~ �� �� �� I' �,�� ; �- 1 _ - 1 1 - ,_� \ `�.- '30� l,_ i f l P❑ Bax 80001 �-at: 35. 440 .� I �. j r 1, -�, �� (.I+ I ,�`� x.,�+:f ` 1 �� �. _ ��" f' 1 1 t 35.8440 -- .. J i ` , 4 ; - . F . 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AIL DiIICH (WATE R) LINE SWALIP LINE SCRUB LINE 0 1 SYMBOL 4 SWALT SYLABOL 0 WmnING 25.5 SPOTELEVATIC91,( M) x 25.5 E•-IIIATED SPOT ELEVATION,(MLL) M -. WATBRETEVATiON, WM) 1DO E 4P7194.75 BENCH MARK LCCA'ftC)N W1TT-i ELEVATION, [MSt.] N 1042344.51 2 25.5a ■ ■ O WELL (VARIOUS T =EP 0 LtrUI 'PPOLE Q IRA= S[GN a MISC. / SINKNOWN OBJECT - t- INIB$ GUS G IIGHTPOLE I CIII-VERi' ❑ CATICHBASIN a R.00ICCF=DAM _ NEUSE RIVER BIIPPER=&I NEUSE RIVER BUFFER ZONE 2 0 LATIT.ONG POE, IS ALONG PHRLEW BOUNDARY )� - PROPOSED PERL1M= SEC7RMCY ITINCH PENCE COhISTkUCITON ZONE PR6PC'7.,8' D VMIAL/NOISE R,�it1 WArL MOTES: Auuraos Sp..EG 6- 1) Cont- - M.-ty (90) pi, ° t of the elevations trm-i..-d f- the solid &me -t .- of this topog-phie map has - aoclaracp with respect to brae elev i- of one-half (11� -b- -t-A - better and the .-t..a�. ag ten (1 R1 percevf of such e1- ti.nc Eve mot- evvor br more f - one -.t- interval In deaselp-ded area � � � - tree - f.E • ob-s the g o d and the comao�s - shoran ss dashed lin . they Lases been plotted - aoenratelp - p-.,ble from the stereoscopic model, while making fox we of spot elevations brat=..t duonggEmmd caohol s r_ and all spot eII-b cis ..,-.tea.-a photogammetrical1v in places where the grnwd is vis'I 2) This map was compiled by G ds d Photogra=...-+".+ Services, TLC. ,� photogxm b- t+.-*7 -1. Cont.. poAxay d - dashed - broken lines aep-.-t areas of dense vegetdrt - and sh.Wd be....d..d appmai w. This..p has -t been E.1d verified prior to use as a basis fro design f rs,o.auckci4 it should be Geld verified 3) B_1dimg axe shown ..Aline on1g. N 0 150 300 I I Feet SCALE: 1" = 150' COMPILED BY PHOTOGRAAEVETRIC METHODS WAKE STONE C❑RPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 92-10 Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: August 4, 2021 DATE OF PHOTOGRAPHY: 03-17-2018 REVISION No.; 4 Rap Prepared bp: L. Cole Atkins. Geologist SHEET No.:2 of 13 . _- -- '_ -� - - ... ' - f „� . } ` II / f � 1 / - r r r �f ` ) Nk � �� W.E. 330.8 � _ 1- �•, I . _ ' `- �� =�_ i / - �'`` `1` 1 ' �. ~t � � ) I4 -� I �%� /J �� " �', - `... - -� t N35.8378 - ` ! ]� `,. _ C ��' ti r� =� �r� / �� is 'J f �� I t �� , � -- - / J ., ryr_ �r� r� ��` f f _ l J f o :W78.7G 3 , t: 77� `� �r \�� \ `k,� - ��� v .. ��` �� 15 ��%� J ! - Jf � � / J � r r. . I� - �` [`.f ors. - �'/ ' , �r _ \ '�� f � f � f / r� - 1 . r iz �o Bain Plant ', 7!! " i .�� f �, �� - \ _ _ -�f-' f� ..,fir ,� ,/'; jI/1� g M I 1 �s 1 �J���` ���� 1 --''' - __ ;f I` � \`` \ ' '%r i'� eGo a Cr�i her 1'-.1 � ` �f icl e ; Pr cess � I~ `', I� t - _ _ , / 1 :� .� _ _. � = -- ',' ^� I 1 J r .�� Ra tlon - - - �, : ./ 9 Respr�ir'g Se ng . o , - - I j� ''� \ /, f i' . l,� t � - `�`"�: I�� . \ 'o ��(\�'ti i/ _ ' ' !�' J - �' �� i % / B SIBS, and fl earl .. f/ f I] r r- . \ �' � �' �, -� _ � -: -�- -/� -' / f^ " 1 _� ' c,ales Facili '� l �� �� �,> - 1, fir 1 / .1 . f � r - rr _ � 2 � �-- -- _ _ Z� ___• _ \ �1- , � S,�. ' , .j 1� r ° � � - __ _ lan-P Area 57.0 Ac es +/ - / �° I I'I � '-'' .\. t 1 7 �/ a �� t �i� 1 I if o ff 1r i �' r % ,;;fr'`' s,/ j i . f �� � _ s•'f �`-' ' 1 �� �� ' �� - Criss e ' =-_ - 21 Y f�,_` f � ' /� - '� �� j " Ix ��� I M ' . Z ` ,, . ESTING ASIN ��- 1 �"-' �: - • [ ! - J + 1 1 Li e Denotes Property Bound rye' Q, ���� f - 1 / r.>✓.�� -� f I / ' 1st1n M1n1n Permit Bound r ( _� �� �� - _ � ` a - - = �'; , T _ 1 `� '`14 I 1 : -- ) g g y �, 1 �� �'� �f �_ l _ 1 �" . I - � �� .\ - _�� 1 -- - r}�` f r,,' r ' 37.4 ties 1 I + i -- ' _ . } Q f^ - _!' i l - ; - �` - - ti � /%�'a � r%' - F -,. l%I, _ �� � . ) / f Y I l _I -' -� . ` - - 11� ,- . ' ate ' 1, 1 r mac' Tom• f r / I `=� Q I1 s e �`� /� r { 4 i- - �� - r... I ~ F t !f l � l _ `_fin �l F1 4t I. f g >�: r ... ! �� �� ` tf r s om� II I �,r � _ '� '�, r L b a ` _ -_.-. - -ti " s tl 4 141 f +T 1 X t ` '�� � _ ��� . � f' - �__ wi 1 �. ( -- = z` i' / 4 \ 1 a N35.8 5b l , - ` � I t: 835 1` . 1 r' ��.. J � y �.; g.W78.V623 4 `, �\ $ 7702 _ Jf 1 1 j _ . 1\ f I� t - r / f + I . `� `` - Mobile Equip arkin ` a', �_ ��J �%] �� ! 1 i l Ay II �� s - _� l p ty � c�PingI . - \ I _ { II � ' r Line Denotes Pro er Bounds �� • �'. - - _ �� r� : �� 7 �J , - 1 `1l•'I Existing Mi ing Permit Boundary y - _ - f ' � / �� aII IV - I 1 t t:N35:83 ! ,f / J - I I �--' j // .� - -- /I .__ •ram _ - , i_ ' ��f"t: 35.8 7 ' J� �' `L \ i� J I Q 1•- r '�_ . 7 _ (,� \ � � t s 1� �J _1 11y1 I 0 ' ` ` J / I f 11 � 'S"I -�� 4 _ - r ee House 1 --�. 1,! i - - - �--I . Affected Areas as of 0210412011 �+ Land Use Classes Acreage of Affected Area Z - 1 at:l�T35.8337 C • --� i'It`.' �� J %V - �__ YV Current) Aeti* Pit Area 90.25 Acres +1- _ �� �� � -� - + .W78.7GG5 .,` S eS { �.�. �. Y _� Plan VS tockpileslOffice Areas 57.0 Acres +1- _..__ J - Vegetated Earthen Berms 17.2 Acres +1- - - - __` - fri �J1, ky` � / .` I L :N35.8 �5 Total Affected Area 164.45 Acres 5.83 ' �-._ .. - ._Y . ,� ng:W78.7623 _ Permitted Acreage 223.0 Acres +/- "_-, __ --- `•- .; ___�..-- _ L :N35.8333 �_ Proposed Affected Areas far Permit Modification ---�_----.-_ __ \ � L ng�7S.7G23 Land Use Classes Acres a of Affected Area - - __ - I - Proposed Pit Area [Active Pit) 93.16 Acres +1- i� �� � T3'5.8330 �- - - Prvpvsed Pit Area (New Pit] 55.0 Acres +1- -_� 78.7634 r f = PIanUStackpilesf0ltGeAreas 57A Acres +1- - �� z..=�- - Line Denotes Pro er Bounda -_ AntN35. 9 I Wall ConstructionlE8tSClAccess Raad 3.6 Acres +1- P � � _- - _ ` I" - n Wi •7630 Existing Vegetated Earthen Beans 17.2 Acres +1- ` --- i Existing Mining Per it Boundary _____ ___ _ _ La N a. / Total Affected Area 226.0 Acres +1- 5 r--- __ -._ z - 623 Permitted Acreage 329.0 Acres +I- � . ` � ---- -X Special Land Use" - - Long:W7.8.7 Fence Construction Area 0,613 Acres +I- ��_ � - ... Minimal tree removal, stumps to remain or be ground in place � � .. . � .. fie. 0 0 0 0 0 0 Ln N 0 r- 0 0 0 0 0 LO r- 0 0 0 0 0 0 (O r- 0 0 0 0 0 0 u� 0 (O r- 0 0 0 0 0 0 0 (O r- 0 0 0 0 0 0 0 rn LO r- 0 0 0 0 0 0 u7 cD uO 2065000.0000 2065500.0000 2066000.0000 2066500.0000 2067000.0000 2067500.0000 2058000.000E 2068500.0000 2069000.0000 2059500.0000 2070000.0000 2070500.0000 Wake Stone Site Plan (page 2 of 1 �) 2065000.0000 2065500.0000 2066000.0000 2066500.0000 2067000.0000 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 2070000.0000 2070500.0000 0 0 a ci L0 CV (0 r� C3 0 0 a 0 u7 C3 (0 0 0 0 0 Q 0 0 a3 T� I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I -1 I I I _I I I I I _ I I'.. I I I I I 5 1 - I I I I ` , ��3 l I I � I I I I I I I I I I I I I _ I I , 'r"�� J �� - i� ._ -_ = -f jr + y _ - �� ,. I I1 oun . stir g Permit $ -d $e _ -� I +' � �- �� 1 r _ - _ _ -� _ __ �_ __� _ ;! / ,� � , ;1 ��� -- _ . 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(see Sheet la} - PpedIS' �3IQ�Fi1I� _ f �� , ram. �,�' \_ � �' r { % I �� - - f. } I f Pro Permit Bound l / - - -- -- -- _- _ ._ -�-- -� _� so0-1 1 N �� � � _Ho nd his n iron Per it Ba nda _ _- . l 1 -- -ems �r�r"i-- , �rnd s - ___il 1 I 1 : _ __ � _ -- r - -- - -- --- - -_ �'� 1 -' opaseci IVaise�Visu Bader pLTaII� - - ,� Z. ,, 1 l � } � . t / 1 _ �.,� 1• �� ti� '`. ` 1 `��� sv _ - _-" I. - - - - - f" a I r 1 Lat: 5. a1ta -sue - r � l� 1, 1 ` ,1 f - s f ' �` ] 1' '� } 1 . �- - -� � - - - , ) f` I i 1 - - �� 35.8440 _ t`. �''� f l I_ Z ! ____ - - 1 I Lon3 7 .777b _ 3 .CS -�_. t ` �.� , ��' I - - r _ - -- _. . �S� f 1 � (' '� ` J - - _ I La N35 8438 \, _ \ \ If1I' f I f �� i �� ` �_ �I /I ( ( 1' 1 I / J _ _ - _ r i� 5 FOOT UNdI $Eb BUF $.77 1 �� J { Il j �1' 1 �,!: / . `1 � - , 'L ter' / f.. J - f _ r toss ctlon 4it w 1� pds P,ery Access R d � FER t -1 , 1 1 f �� -�/ ,� 1, , ., j, \ �~ fi i g /// %f 5 eCt t� - - - - '" _n - t ~ 6- , _ - AppFox. cation ti ` ky 1 - ti':.- ;::';�'� ` �' 1 I ° ` �' y ii f ~ _ - l i l !a Fri Sfr2 6 }; 4 ` g �`' t� - f i f �, f - Lunn Well _ . - _ i l j - 1 v,. . ,f "� ! 1', 1 , 1 �� . 52iE5' Ft.rf1:Y4 Ac. _ _ - f , , 1 \ - . i .�I'� - - - I , [ �-, ` - -:: _ f 1 i 1 ;. - ; - �- . ! - i j 245 Linear Fe t ' I J _ s- __ s�.,.. � } J - �x ,, 7776 �� %.1 I ,4 1] 4 � ---- / r % j I � � � G�` --_� r , jj . l � Loll-etei a � 1 . "� � t [ _ y _- r -- �r _+ 1 '' f 35. - � - --`-Tuhout �� i, I % ) I \,zP u � \. ! 1 1 , �_�� 'I { u'o! �fr �� f �, 8.77 S9 _ 1, - � - '' 1 �_ �: - Bu x t�zaM srx�nM�� � -. / � I; 1I f /. ,vl �" = 1 / _ - _ - - -1 - - j 1 �_ . Pit snp.>i a} ..� 'N r - I ' r.. rM1 1 I ,'' i Pr❑ sev_ isual - ached Line D tes Perim ter of }, E -� _ � " �, 1 , l 1 j /' • �1a� .- _ , .I B i -' Qli / -� - � �d L' �� - , •. w � � . \ 1��5 ( d `. ( 1. - y/ -I 1 . j �� I roposed Pit a d en eter Rod _ '� i j - _ { 1 I 5 Acres � � �' -. - 50' 1�e1. Hip 1 ' `\��''':' \ `� - k � ( ! 1 /% � l - - ��~' "` / .77 _ 1 Foxcroft Stream 1 \\ �_- \ \ � �' I, 1 j _ � = g ram; . / I l I1aI�e -- -3Q3_Linear Feet Rlpar an miff \ `' • \ \ 1 ti � - 1 _'� . -- .1 �� -` - _ _ - � -n �" e ra a Sto�jt I J N � �-� - � `, � � � � i � � �' � / _ � t _� Dashe Line Denotes � �, I {fI li I11 I ! } �' _ `-f Or ' \ Qpen Watery 5(Y BUFFER. FROM STREAM � .. ` �� -j ', p ��� � , I � � 1 � � ' �� lJ f 11 - . J - 5_ 6�01 _ obseI'.On`�n\ � t 1 _ Propose Clearing Limitsr 65'8as5q-Ft.f1.51J1c. _-',,--gp P�� '� \ � � ��'' `{{ � � � t J { i� J � � � � - _ _ I I - _ ( / /� ,_ W tfan�Fnn r j I / , _. - ) -~ 5F - - - 1 i / _ 5q i Ft. fl 1 l I \ ° , Specxat Silt Fence ti` / ( � V _ _ BCfCK C•ON5i'&C:CTIDti EI : RIA'v. E r;l '•,l L 4 .- •� L� _W BLTFEA Fx�d `•J c � 1 r \ f DLRIIJG Q1nAARID'G Alai EROSION ~� r 1 _ _ , 1. / r , _` l . - s ~wErLAlID _ , 11 `�: -�- _ f \ \ i - - - \ \ 1 as detslled Dn street 11( .� ! f GG� _ co:.RROLINSTAII.A._i i'HIS � � - - - - -- ._ - - - - 1 - I -� --:1 \ � , q. , {}� 1 rrr t' n .NGi[ERLdAr;FNrag_ y l - r r �� r ' �..� } �, r /� _ 1 I !1 . GJ -- lN5"1,•1LIATl Ni'C'f.00P.'fICLN�N -- - - I lh1 •r - - - ... T-- j 11 1 I d \ �\ l41 // 1 $ �c �- _ PHP aE2F10$�(�N CCI 7I$4L PLAIT. f� 3$�- /F 1 1 1,'`j I Y�% �:. w t�land 2/ C / / �" 1 f 1 f' 1! \ \ 1 � ' ` T', ��� - k �� -- I �_ I �`� /` 2135� Ft. j �1 Ir r ` J 74i �' I f 1. f' oposed I}�ai e jVis a�' � I Observat on W- - ' � - - _ - - - � -Y - � ( - I ♦ _ 1 1'� � � :' f � j ` 'b�' I1;II'If'.(ak y -" -� - �' 1� - - /r f lI 3 taxi art ;::_ . -- _ ,� s / - - p l - 3 q _ � i l ti a . BASIN - � -� e 7 { i �' r o'` -- /'. �• _ � �x-' i �! 1 - Obs rvatlo L, 1 \ �� - ` I' r - �: �• i 7+f , � f ) . 24' CUL RT % f l �� ... ' !,� - . !� j � � '� I � � - O I � � � �.. � / r Jr � \ � � � - � � .-1 I � j \�---2sa� �y �!, - 1 �. I h i ! •4 1 r • I {1� I - , 4t' ! .. ' r _�• S l "� -� _ J J /. I % • fr � �� F 1 Stream2 ,% fir/ ` % � ` ti� � ,! - • I 5 , :1} 1 f I � �� f 1 l�- , � r i j 252 Linear Feet I � ' � f f I " I .. ! �� 1 1 \ ' ROCKcoars cr1oN g` ' � 'r f /# J F'llture eke eS % J ] j S ll = y �� i` I� �� '_ � �_ � . ANTE Ay"LE / _ r'/ 'l ! ' _ 1 1 -t 1 i� �� _- ,y z. __ �`",/ •� _ _. . � - f .� - 7 . CI 1 % / ) /1� +l1 r f r 1 r > - - 27ti1� - r V rl• l ,1 J 'a �// J/ l it I� f rfI , -f --ida f�� 4 , ` _� _ >� � - mnruAnmur' 15" PIPE _ ..j/ {{ �� 6 . I � / / k 1 - r� r- i - >� '� ` 'C 1 _ . t _ / ` - IN E%L�ITNG nrrcx / � / � �_ {ff /f - f/ r fj - J f J dm t _ - / ,r _ 1 i 7 I' . r �5. �� / J� f �, 1 � l � `� r 1 ./ % _ J � r � / >� � !� 5 ecial5i�t Fence - • � J l � `1 l P fr' , _ J+/( pHjj}�� � �Y /yam I j551 � r- f , -•.l .. � - / /J/ LCJil � �/ �� t _ f G' _ r % r 1 - - / (aR detailed DII Sheet 1(]} _ / g" f 1 r n J uHPr 1 � dJr Off � rr �� `� / / P _ /.r/ I -� f \\ 1 r FI r yAldlrf V ` jr �_ - -� "r' ` �fyi� �`I -� ��� M1'- �/ !j' - {�l3 }'t + .c ,C �- r % ,Y� .`.r - l 1 1, 1 j�� , 1 ! _ _ 'r - _ - ` �Z f �i -a' _ ��'�_ 1 .'4 -,/ ` f - ,/3 obc 1 t� n � I \ �� 1 f-_ j Hatched Area Denotes Newly z - f = i6- _ + b �lft1. ld } 1 r r f ` Uy 1 y ��< < Q� 1 rSri -� i -� �'. '1 - ti _� - _.� � 1 /` ,l I 1 1 -� o ,� Affected Area Associated with f °� _ I V � 1 1 , 1 r 1 �. - - g . Dashed Line Denot s ' - /� 7 • r' I -stream 4 / j1J I jJJ 1 1 f ✓ , R i = _ - \ !� 29 tt S /f ! + 11 �� 1 1 f , f S� �. -- l _ \ i. ... 4 � . 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J� - r -� �_ . __ ` ..-� r�•��.-r.'r.. ti� `�%�'`r•� ` - , .`�- r,-'� - 1 �. t F V _ -- %% I! J ! !f f 1 -•� 'I l r - vy ` - -_ \ l L. `Y- -- �-1. l..: - % � `� � , 1 , \ �� -,, ?l:`, �'.�.' 4 1'' f j / / / I. Jr'� - - - �.�� fir, ' , -_ rI. �1 f , / 1 r f t n f � - u �' - - - �r i 1 1 Dashed Lin Denotes �� ` , .:� i f L� l� _- ] ,��� Ir r 1''� ' 1 1 ` 1 air 4 ` 1 ♦ _f - �;, /� ���� ��` f �, �. ,� � � 1 ' ee ��"�e � --- - � � � � ( �, Proposed Cle 'ng Limits - ] 1 i 11� 1` ., �. � l � - -� � ,� 1 � �� � � �� .:- � / � � f �] l � � � - \f „q'�3 A _ _ 1 " �� ♦ �, h 7� - � _ - r V '1 / ��� '/ r / �r. ' ark {' I 1 �-r n.. 78F11 = 1 _ [ P - 11 - � - _ 1 1 �1 / IV � --_ , I r 1 I � • .� . J s 1� � I ` Lei 3 __ \ �~ l \• r ' ❑ . {r ;�. I �1 Lj �`� �rt- V l r f J 1 '� r - /j} {j / j� rJ ' rJ �� \ \ / ` \�.. ��7 - o F-.- - . `�� � � J �� �1 , �� �� } f�i'' r 20 / u6 ��, -'7 ! I' ' ' r J ] l �' �' - , ti "I �� � �. - -- � �� \ -- �� \ "'' �� 1 f p', ��. , �� I �/ - r �11 EXIS NG POND , m i - \ _ _- i_ . - -_ - f �� �' I '' ►' Q -� . J / � �� r j� ' j // SD-3jI;Q-1 �I �',r �- - 6--r� �� �` - eti 1 Y r ` ' f A l f '' r r �/ 6 % d I � I ! - _ Pr Vw? e It BkJ�Cnd 1i �f� t -� Ft. -_ - -- 1 fl �� rr r�j t !�7 t l r /� r - �� 1 �� J ' - \ a _ Jam` �'` 1 �, g f �`r-90 ' f � ` l// ' � f � r �� , � , �� 1 �� �, '� - __ 1 � f� r _ y I } I Ste- f f , � ` Lot 35.8392 �. -� _ - - rr /J j � . I}{ l 1 � r� /%j ' 1 ��I �, /// �L /{/ 1 � _ �U)1 jam. i .- .`r. � r 1 #_ \ f /,' 1 J �1 1 ' � � f - i{' r` _ { � f j �I J r� .I f i I - =, , 6. -` 'fixing 8.7787 _ - _�� �/ �1 l � ly _.,� r l ' l i f ��� } 111 r � «f ` �--�1 TMPGRARY �J N{ r / ■f/ /J/ 1 �. - I �� �� � BASIN #4 � _ ,I - __ _ %� l r ) 1 (. '� n'� %- /r.� �r -1 f . I �° � � � I 1' I' / [ 1 . �� ♦ � . � t / J11 1 1� - 1 J l"°-"�' Ir r '1 �`�` r� J �1 � l � I f ' � �r`� �'• � � 'r f / }� -,li r f 4 / rr ..� y.r' / flr J �� � i ' I �j f/ �, � L_• .`.. -{ _-_ -. --\ ( ` .� per .. ` `.._ f: ' / J�i `l/ p, `/ I �1 r� '�,-3 ` L ''. ` ,rl f r � ✓� r / . • -y ` 'r J p �! � / I f l , - � � P;_ - �. _ 1 /' f _ �� 2° = .. ��. Z , - _ � _, ��~ ' . .. / r f �Ia,,f�'i ,r _-� .., / � � L� �, f , - -�I/ -I'/- 1 } ' a� � _ �� �4 I f � -� _ - / / 1 1 / -- 1 �' Lot: 3 7 Z i I �- / Z -...-+ t C � 1 -.� J _ 1 :, , r 1 1 `l1 I J 1 1 1 f -. y - 1 1 7 ///j �i JJ/ - + // /r J/■r �� � � �`' t L �- _Y �./ ! ��' �I �� I � f� �`4 17 f ' • I / ! r'- l , i' '] �! _L �'1 ` - ! ` 1� �� . . '� j. _ . � _ . / �J/� � � I / / % �, - :, r J r` :.� � % r � yf 1 . ' / I j � , y i = � L� .. �CY'a�1tl� \ f - 11 + 2rr� -20 ` ' r� _ f i} �� _ - ` b�y . �� - - ` l'? _. fr j >J r ;/ � /�� 21 Process Vliater -Y - �`l 1 � . . _ _ _ --7, f// _ k r {rJ - � - � .��� f �� ( / Reservoir - 1 't - i ��: ! �28p _� _�-~ i -. f r t �34J k -3B� ; -� �/ -! - �_ -1. i _J // ' ' �` k, ` �- �r 3 J I \_ r -���: ��-3or��� fi =' �a� 1 rJ, / I _ � I s ( V�1 �>✓ �f `Lu / ��� 1 /( ��L ,�, � �� s W.E. 334.8 1 f 1 1 r ,+' ` _ _ r _ 1 l J r t N35.8378 LEGEND S `�- � - \ti -_.__1 _ _ '� I s f r340.��1� t`'� f �J �J �� �f f �� - �a 1 ~ // �y�/`rr{ r // r �� _/ ` j1� I & - W78.7G 3 I[,'TERtr�nL9TE CDNTbLrR f l }, ' 1 t� l� .� sr - '?�.' - - • �Y .I �- f �-'� ^7 r I ! f/% - r 1 T-1 t¢�; j� l `� w7s. ! - / : - 7�� - { � �r - _ %� - , -' � ; , ` o d -f6r' lea ssing Plant, I '-s PAVED R.DAD �: �• , - \ - � , �- _ - •i� .% -^A - - r ..- + ••I'7�/ r __5 -.� _ - :'\ ,, i I ,� :' = - i' =- 1 tit 4 1 I� ` - uNB�Rovsnxonn (/J���/] ,? _ / `���~"J _ ��' econd���f Cr�isher + , car ilec., Pr c�SS /rJ_ �° L I��{ _� _ ;- - - 4 ` A:' f nd Ri Ra Cation i r �,. �.. �` ` 1 cro . kA,r4D-� f• i'� F - _ '� } { ff _ /R �rlr man Se ng �� '1 -� \ ' �__- ---- .( _ /� . \. �..t �` f _ , � !�'� - - / aslns, and fl e an �'; - �-� \ �r `: �r� I � . 1 , . �Zi' J" l ',- ..� ! males Facili . 1 I x ��� r� J I DIi1Lt-I �A'1'H&] tars r' - - - - r f `r ,--�_ ` J .mow /� \ j E f ! �.- �� Jl _ ' r I , rI f �. / l' - �� -.f i r n I - SWAL�LIISE � ----- .� °° - , \�� � ��. 1= .- °`. � ; �,/r j�/r- • r� ^� rant Area = 5?.0 Ac es +� Il i'( % - _ �I �. J f j/1 4 _ C l■ //� � ,� r jrs i l /f � ��� � � - I � I I • - 1� } ' /',37U / /// of z -, ,\�`-��� - •r�l / - _- :,/ ,✓f�� f�f / r' -f f`" •' !' � f `f = ° �I - � ' 0 �� / rJI - 6 �� - Crus e -- - �1, " lI ., � _ ;,� - Jr. I --- I j f' I _ J� 4 SWALT SYMBOL � �, � � '� � I f'�r � I � ■ � � `-\�� --. � � � jf- - /F' -y �� � � / � � � 4! r Ill + I 0 - ..,t - 1'. _ Cation ' t� / - o Wm Li e Denotes Pro�-7ert Bound r �� .�.. EXISTING ASIN (` : , �� .1 _ L f'"I ,,i f / -E. �� .'` � ��o I 86.6 I' y y1 SDo-6 11 -2 _ ' - . _ ,. /` -4 r r, '' � J � ) - ss.s A D� E fisting Mining Permit Bound ry ��� �•� `�� Y __ �?°'t '- s - �` �' - �,1A ,� -� �, l 1 C� �„� Eii TadAT$D SPOT HCHVAITON, (ALLII•) '' �� l J - ,/ s- r, :.1- 0� _1 / � f {p WATEKEtEVATION, [5-) { �� ♦ � + *'" •-C � � � � :1 � •,\ • - y �',. , . ?' _ - ��s l� �� _ �� �� +�e�' r l 4 }-� j I - _ 1 ' f I { 37G 4 f �xcllaaARiciCY ATcoNRilTislsvATYo N lU4I25.5a � J C'`• � ''' ff� r, : �� 1 s ri r� ,, 1 q�I� J l N A O WELL[VARIOC TfPES] � � � . •,f � ��� ,� , [`-�,\ . o- �.��� . f '� f�-. ��, � `l�� ��' I � , '�� I - � y� � •- g LTIICili POLE .� .� 7 -1 d 4 - I .C� _ - , I l 1, f% ' � = ' /� P1VY `, .,, e:;. , .� - y T . 7RAPrtc s1cN /+�� f �Z \ ti . ` ` r /� // {f �� }l + 1 '° 1 `J �- I i i 1 I , �' I _ 1'i- - ~� l f zY %/i/// `', '' f- 1 r -1 j � `� `� ��.'�f _ 1� I - I -! .a /I yam{ y // / `Bl ` �� Jf/ 1 a 1 BjECr � / �U`� `_ }" ` �� r�, - :'. J '/ %� i f -� `l.'' �'[�, ;. 1 '. ] .t �l �=..� .•= -� '+ ' hj 4{ II I f a HYDRANT � , \ � J . � r LiY7 � - - I ,- f � � ::� ��5� 4 � � � � - �� � ��` I � � � ` � - O unnn-rrB \ �� �` 1 .' � � % `�� t. 4 [% rt `� � '...� _• �f_. i _ _ I ._ f' } J 1 r F GUYICDtH , y ` ?. - _ ��� - _` I __`� v + S DQT11 f' ,." \i / } 1 + I rr r� ,��_ Sl�o' -_ _ _ ���� % / r� Un�x,a,ra utl� + } J ^II Lobe Cation• - -- - _ . s u �' /"�, 11� + II j + ' - cv1�ER7 . �� VV6, ,... `��.-Z - :. � \-, _ �1n ,' ~ � 4,. f, I ,_ + 1 -,_ ` y �, . ❑ CATCHSASIN - ,'�~. � -\ ,- wit - . , , k � a :N35.$ 56 - ® 1 . ) z �. v Iti, R.00ICCF=DAM i .. ;� L .t:N35.5355 -1 1 �� ' - � �����,y �� a' `+ ..! n , �' .W78 623 11 _ NHL]SE RIvsR BIIPPER.ZO1- ± , \ \!` jj '• �j \.\` I /per�fr / J •. I - - NE[ISriR=BU=ZONE2 -- $.770� l�iobile ECIL1iIJ aTl{ln ` '"K/ \ ( i 0 . , 1 :+ �- k, �, �, 5F J��f� i 1+ +`{ L74T1'LONG POIIr15 ALONG PHRL4T EOLThIDARY + , } `� ^, I� J r } _ 1 f A I ! 1 PROPO6ED PERL1d8T�t SECT7RTiY PFs',Cis �� ` - ' �J! ,` "' +f PENCE CDhISiRLICITON ZONE - t -�. 1 ~� _�- _�i y� -`> 1 `�• 4 •� f PROPO=Vt9L3AL/NOIMRak,xmu WALL � '%__� _ � \ carping Scr ` - '. R ,� � Line Denotes Property Bounda '� �� ___ _- �� _ _ �. ` v i" 1 � 1) cnntaoa - xnets (M percent of tl. elevations tr-....d f- the snlid L� _ _ _ - _ ]fine -. t.- of tb- hie has as aoel -,6 to - __ _ Existin��y Mi in��y Permit Boundar ��+� '� `' t t.- elevation of -half (l la) canto- -t-r l - biter -nd the -++ P ten V C7 J � � � ` `� ~ 1 , _-- ]F v - ' 1 / f � 1 �` R1 PeccevR of such nl-..,ti.,., ave dot in ecmc 6p more f)� one contour ..� , .. �� - _ ✓ intemaL de�e d a�-�. >,ea�. �n t�e . o��e= -�. t - 7 � -- f ` 'I I M� the g �, d -d the -� are a� d-.l,d I-i- th,-I � > - plotted as ��__ ' �:1v35.83 .. . - � .: f j % L - J , .��--� -_ =.gble � to t-� . f x-f 4 _ - f / „ , �-] apot.L-io bt&: ddrr=;ngga �izol=�and :elevations •_ - � 8� -i• r � I� r J a rr / - ,�` .a.oa photogxammetuc in places ahete the gxrnwd is vis,3le. - _ _ .� ,� i ►-+ . - Lot 35.8347 1 � t 1ti D- map � ed bvC d, d Photogr t.:" S _� L L c. , gphotogrammetuc �� - ng 7682 .' e ' / f r ` 4i 1 -� /� ' 1 r ��I- i } I ! 1 . . e, . � 11 I 1 p 1I ----- - t - r �� l m..,.,.,� c nro� roer-Serl as aa�hed nr brokenlines n�pre�ent aro-. nfden�e � � � � _ and shoud be cnn-.le.w1 approamtate. this map has dot heed field verified _ - yy} Prior to use as a basis for design f +ern duck. i4 it should be Lela verified t 1 �� _ �� � _ � �i -. 1 ', 3) B_Id..gsate.1 n.A1i only. N ` j}r,. _ - r~ �� �' 1 f - 1 � .tea -;_ i t� \z� 4z S ee House- - - I_ 1 1 � 0 300 Cµ 1 I, + f \ _ _ L - - - I_ - at.1 35.8337 150 y 4 1i 1_: Pee# Affected Areas as pf 02r04r2011 `. - - at�.W78.7565 CS - �I 1 � .� � * \ - SCALE: 1" = 159 COMPILED BY PHOTOGRAAEV ETRIC METHODS WADE STQNE Land Use Classes Acreage of Affected Area Currently Active Pit Area 90.25 Acres +1- Plant/5tockpiles/0#�ce Areas 57.0 Acres +/- Vegetated Earthen Berms 17.2 Acres +1- Total Affected Area 164.45 Acres Permitted Acreage 223.0 Acres +1- - Z . - ` �' - - �_ � `` ��_� ffi + _ �l I, " _� _ ' I�,j�� '+� - _ -1L N35.S 5 _ a�I35.83 � _ ng:[�T8.7�i23 _ f I - - - . - � ` � �_ ____ - _ __ _ . =`- -_ � -... \, �1 y / `` L ) . -- 35.8333 -- - nLV78.7G23 -' --- ,~- mow.. �:! '_,-` - - C ❑ R P D R A T I ❑ N Propose d Affected Areas for Permit Modification _ _ _--- `~ . rF I -. Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 92-10 Site Plan Map 2020 Mining Permit Modification - ` ` - 35.833U - ! , ---- � _ ,.- _ - __ - = _- -- �f8.7b34 .- -= _- Line Denotes Proper Boundary/ - �' -zt___ . 9 l - �- _ _ _ -- _ ngGv7 .7G3o I Existing Mining Per it Boundary - __ ``_ __ - _ _L� N3�'s. - ems= • � ...--._. - -. N35 . - �� Long:W78.7 (Adding RDU Mineral Lease) - __ . _ . Last Revised: August 4, 2021 Special Land Use" '` a �� Q', DATE QF PHOTOGRAPHY: aS-17-2019 REVISION No.: 4 FenCe CQnstruGtion Arta 0.613 Acres +1_ `�` ,. Rap Prepared Ly: L. Cole Atkins, Geologist SEM No.: 3o£13 * Minimal tree removal, stumps to remain or he ground in place A (] / - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 ti I l I I I I - I .1r Y15 1 1 1 1 1 Land Use Classes Acrea a of Affected Area Propesed Pit Area (Active Pit) 93.16 Acres +/- Proposed Pit Area (New Pit) 55.0 Acres +1- PlantlStockpileslOfhce Areas 57.0 Acres +l- Wall ConstructionlE&SCJAccess Road 3.6 Acres +/- Existing Vegetated Earthen Berms 17.2 Acres +/- Total Affected Area 226.0 Acres +/- Permitted Acreage 329.0 Acres +I- 0 0 0 0 co u7 ti 2065000.0000 2065500.0000 2066000.0000 2066500.0000 2067000.0000 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 2070000.0000 2070500.0000 Wake Stone Site Plan (page � of 1 �) 2065000.0000 2065500.0000 2066000.0000 2066500.0000 2067000.0000 2067500.0000 2068000.0000 2068500.0000 _. .... . \ s� � 0 ;/ 0 0 .1..1--. 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At I that paint, all disturbed + f f f f 4 h � / / / 1 ',, f ~ � � ` � `' --- -- f r J / 1 I I � I � I -� - � � �21,213 Sq. �#. ;, :�` I ''I ' �'� .► � � .�" 1 �� � r J � r �I l.,� - � � I I i III i} I � r /r �� � � I � �� � � � i I ,r i � �. � • �._� � - i sed Noi e Vis arrie Wall- a ' � � � f-- . y� � I �-y - -: z. n7 �"]� 1!} �/�° Y `'4 ,' , � ` observation W ' � _ / ' � .% �j� �' � '��1Y1P� � } C�$�•�= �` ' Il I I t 1 1 1 �- I } l 1 � '��1�� k, t I I I } { 1 ` ti 111 Il � accumulate 1 I l V 1 � '� � 1 I I i 1 f } � graundwate `�� I I i starrriwater and I + f f I will be stared as needed 11 fr J �. � ', � �- _ �- � r J f � � I f „ 1 � �f+L7PE Plp� o z � ` f � I � �t. �1 Q� �i� "7 � - � / ti ,12. � ' � �=�- - __ � � ♦ � � f _r � I �: � � � j .. ` � f � � '� --- ._� � ' Z ♦ �� � �--" r ` 1 . � � � ' off' �� gJ �' '� � Y . -� �,` �- 1 �- BASIN" #�" l � � � � r i � � _ S�JD,$ � � P �J � '`� � ' ,ti� ►'� � i ii � � ' �� I I I � 1 1 ! i i I I ar pumped r•1v' r 11 1 II I �, II I ! f f I I1 I 11 I treatment a � 1 If ! } I I} l 1 f I o the preexisting pit far 11 II II d use, or discharged at 11 I 1111 111 \ �- r - � � `, � :'�- _ � � � �, r i r, r � � � �.. _fir �_ �; /� r - __- _ _ - � � � f /I � � - � � � ► ` - � - � I � -- � - ti - � � � � � ,� � •� t � �� ' / � ry �' / I � - � � � -� / I � � f !: � +,+ �I - i'l •., ,f � � i EMP�R1�k� I fI 'f � � � >� � , j -� � ' �- � f � � �r• �' ' � � � i � ' _ / r� �� _ ' 1 l ' ,/_ �`: � I r f a i I the existin 1 � i � t � � r f I I } 1 II1 g '�` I 1 \t I11 I t location un �.1 � �\ `� Ij II � l ,� 1 .\ �� � � ` � 11 it Il iI 1 }ii embankme a roved d ischar e PP g 111 11 er NGG02. The earthen 1 11 ffl �11 f 11 t and perimeter road will fl f 1 f � f �' � �: .,�,ti�' I .( _ � `. � ♦ trea�n � � I 1 I _ �� 1 1 ,` ��'" ��.� _ \ Linear Feet % I f .��' � 1 11 1 � � \ � . � � � _ r iy� jf � '� �� -_ � � - � \ �+� �I � _ �/ _. _- i �, - �. _ � ♦ -�. _� / _ � '- �`f � i � � "� y u oLv � +' � f I g� � � �- � �A�S�N -# j ' I �_' r f � � t' � ��'° r , � rr �I�-'�'''• `r _ �' , ``��'` � �1 ,, �,� � �4 . � � f � /, ff 1. � � �� Future user eS %� � j �� �� ,: � � � 1�1� � � �� � 1 � . $ �.�r� � %' �� � 1 ,: � � �,,� f r , � �� f / � r i _ �: � I I I I} 11 remain to p � ••� 1� I I 1 I I 1 i � � 1 1 I I 1 from Crabtr �'" 1 11 l 1 � { ' ��'. - �R I I I l 1 !I i 1 I1 , ..:"_ � I II ! I ! perimeter a I f JI J J avide fiaad protection I it I } I l e Creek and to provide III 11 1 kl1 1 _ cess for the newly 11 1 � �� I f 1 ► - f t �� 1 ` ''t , I � 1 } I ► �` � _ � 1 l ► �' 1 1 l ', `1 � �_; ti �_--- 1 1 _,` - 1. � �. - ,��` f ram" � -- 'C,� � � � � `� •� /� � . � � `� .. • �' _ ,; � r � � _ �� J �� • -- �` - � . -� r' ,/ • f` .� . �•',� .f` { j �� , � � � y l • ..f c � ��� � � � - ���. � � f/ i -r� - / f � /�I �/�� '' � � � y � � � I � � �• %/ / I// % � / � .f�I f / f � / /� r r � ,.f f' ��� . � � I � 1 � �Y,' �� �- � �` � � � s:•' � 1 / I f ,'�` � >� 1 1 established �` � � III I 11l 111 � � � - I % /I '� 1 � , � � ! r %lf � I� J/I�I I %I � �' l r+f� 1 1 . ine it. 1 1 P 1 11 111 1 11 11 Il �11 , ,� _ �'��r 1 1 1 1 -, >->=�. 1 1 � .� �� � � ` ` � � . , -� � rL+"� �y� ,�+ 1 � L 1 I r � , �- 1 ,' i' �� _ - - � � � � � � � f � � �/']'� � - - � � �/ .r � � �-� �� ,,, 1, � � . � �'-- `} fls� f f� � ` � � y �-`�'� } �. r �- � � ��� f 'r► 7� / � �� K/ r !Jf GC f I � ! J� � � �+�� � ice' � � � �fr � � � •� r'- � J/� Ir�I � i I l % % �% I � ` � 1 �/I rl r' 1 1 A portable 8 pump will be utilized in the � 1� ly 1' � 1 1 1 `, `.I 1_� = ' i �, 1 Y � , � �� C9 _ _ � � � � � - � � '1. \1 f ��r-- � r �,� � .` �� � � � '��` � � � `' � � ob�er-�� ticn�VLlell � f r • �� � �fy� l � �f � � ' , . f �� `,� � ��� �'��� 1 f � •� ;�" --': ��� , � ! f �; ;, I 1 �� : � 1 I ' � � I � 1 I I 1 f r �' , i�.i 1 � llll I I1}{1 rll �_ � ' l l 11 I { r I devela in it to remove accumulated 11� S� P g P ``� + starmwater and groundwater. Up to 100 Df '� ; r 1 t � __ ,. - 1�1 1 1 1 ,1 ` ,. � 1 41 11 , , 1 � r � , I `,�', Ate.' - - 1 � 1 � \ -" 4 } � - .�;� �,G - _ - _ � ,� • � - �• �� rr -� , ' �` / , �� � � � �� � . 1 r � Hatched Area I�enfltes 11Tew1 - �x ' . � - � ,�-4 v � 5"' 4 1 - ,+1 � 1� � � � ,+,! � . ; � }, y r, 1 � /, . � ; � I �� J � f f r 1 � I _.,r � ea� 4 � �� �.�� � ' ,� ���f 1 � i I i I ! � I �' i � 1 11 1 Ili 1 1'' ,`1 r i i J � 1 �[ I 11I g I III 111 I r jl r 1 f 8" HOPE pipe will attach to the pump far 11 ease of movement as the um is relocated P P I I j yl � } I I° 1 1 j� � � �I ti � I� I 1 � I �- �1 I � �� I"� I` J 1 I l li I / iI} Ili I f � "� . Proposed N _ , _ - ��� _ ,. � � �� � f f � l` J� �� - � Affected area Associated with i ---�`. r _ I � ` � r ; <:.. � ,�,~� � �� �.� `�',�� �--� ..� �5.54� ' 7$.7$13 � � � � �� � I � � 35fCin rFeet .� � �� f, � � � I � j �� �•,, � . �� -♦ rr � ,�, � �j i ,�' .'�.•.� >f , _ �, � �f ! � III i II � � � � � � I i 1111 11, '� i I l 1 1 I If i III i 1111 � ��.: ti i f 1 1 f I 1 f 1! during pit sinking activity. However, to reduce friction and pipe pressure, 12" steel r r are uivalent 14 HDPE i e will be used q � � p P I I =� I i 1 i i � � 111 � II Imo, I i r � I I i- _- ,II !! ��, � ! _ - III III t �� � i � i ll� i , I l •' �_ ,, . � % � � `� . '� � � �``-� � ,� ;Perimeter Road Improvements _ � � .9 ACreS - --�-�.. - ... �-� - �' -- �' ; f � - _ \��� .�\ -_ - _ -� r �� -; ��� �. � � ♦ � -t:�I35. j � / _� � 0$ � �.; ` � � .�� r � �' � � � >� } � � � � � i ,��f �� � � � � ��, ff r '� y �; { i I i } 1 1 1� � 1 � 1 I 11 1 111 11 I � . I 1 l ll l Illll iI ~ � � �' to pump water up to the 280' M5L elevation I � I I� I }, f I � ��i_ � Illl + i � ; � � - I + ; . fl I + ,:� �- � r 1 I I + � r � � � � � � � � ,� � f� �- � _ -�� .I ,� � � -- � ��`�` � � � `4����� >� `, --, � � .�' ._- � � ., � - � r}" ____ � , �,, ` � t , �`� i - % 1 4 ' 1 I 1 Il I Il ; ti I I 1 y I } } at the top of the new pit. Attached pump + �, 1 I I n I ! � ,� J I 1 I �, I � i �� :�; �� � � � . �: � -'�. � �� �- � �_ � � � � -.�- _ ;r' ; ~ -- - _ .` � � � � � : '� � I � � -- �:' � >v ti �l• ;� � + , . �.: ` � / 4 f ' '� � � ; i � � � .� .f 1 i I � � � f } � � � jj + jri ` ,'�-. f I I r [ � ` 1 \i { I l 11 � 11 1 I I ` 1 �l � 1'` 1 11 � be between 14-21 PSI at the tap of the pit I (depending an depth and distance to the I j I (�Q ' I � I � ��.: i1 r-' _ (i ++ l l I I � �i _ '�� 1 �. i �* _ I I I I IR- ; �ti ' � I � 19a � � II l 1 - i /� f Y _ r ' `� y�v� �� f /" -- � �I. ,ff � �,;,--- � --- � � 'j f � E � '''� ,l < � �' � I - - �` � '� r-� � 1 "� � �.�. � � � � �� . � . � � �>f `� - - �� � � � ' t� _ _ , -_. � _ ° -.,:-- . � � � � - � -� . �. �! -' � � �� ` f - ` � -� `� �- - \�� % i r' �' � �' �. � 1 I �:�-� ti � �A• , ,,� fffjjj ! 1 �! / � � � � f f � � i � I. l � .�r __ _ i � `'� [�� I � fI �r/� � _ 5� BUFFERi~�olI�STREAM `I` � f +�T� - 14 � � 1: tr�aml 1 \\ �� � 1`\; � �� 031�in 1� e� \ � � ,p' � �� � ♦y♦�\ � \� i 1 'Y' � � urrt -well within the deli n s ecificatiarl P P� g P far the proposed pipe. From the 2$❑ 1 , � l � yy 11 �; 1 - - - -t } 1 , , 1� � } l 1 � � it � - 1 11`1 � , 'ti ', 'k1 � i 1 < _ :..�' � ! - � � ri' .zJ`,� :r ' •, � !J � � d, t r4.� '� � [ � ~~ � - .. �� � \ . � � � � � U % �. � :, J � ��-_� I f � (/r' � � - � �, �� •� � � �.� � -� `� l r / ��-,v -� _.� ,. , � � � a \� - �� `- �_ ���� _���ti:-�� �� � � . 1 � if � � ' ..�-- __� - :; I'll � r fir � �.��� i�.er ,:�` / ♦ � _. •`r- t* �� � Y � _ �.� a ria n r. � �_ �' ' -_� � P�rsnit 5ti Mated - � { �,"� __ -\ �'t'' g P _) --- _� � - ! �` : �� ti..-- � �� � 5 � �r�� �' __ � � -- -z _�� � � : s � 4 � .� 1\\ 1 I , \\ ` �\ `1 � � `` � ♦♦ \ �\� � 1 ��� L � . ��� � �111 111 �. � �� 111 1 I � ' z�• � �� 1111 111 1} � } I} I} elevation, the pipe will continue inside additional 18 welded steel pipe (ar sealed trau hs where i e elbows are needed 4 , � } t } � i I , � � I C� M I I::�� , ;� � }} � 11 I 1 � ', `, 1►� 'I 't m- III I I t III _ � i Il 1 i 1 , � 1 1 1 � � 1 ,� „ I H i '.1`'','� , �,I I I f � � 4'��, ,,,,,,, �,� �` �_�� �''' � �� i � , �' \�� \ � � � � � = - � 11� : 1 � -� _� � � �. �a--J � ��� 4� � �. a �� � � � � --� � �- � - - � � � � - -� �� � - ° � � -- ----, � � �.` - � - � - � �� ���•- �� � �t � � �� � - � � l ,� � � ;� ;�-. -!� � �� ♦ � ,' '�� ''� .� j � �(` � � -', % .:.' i� -� �� - - �. _: � � _ � �� � � .,� , �' r -- 1 � _ � � �C _, �� '1 � � _ -'�=-� - _---'--� � ,� � /� � �- - 1 i � j � - ! I 11 I� � . � � .� l I j Jl �l � � -� � I 1 � � ! l I 1 � , -': � , I I J 1 II111 111 } � t l �� 1 1L which will be su Drted b welded brackets PA Y r, an the side of the bridge. The 18 steel P1Pe will be o en at bath ends such that in the I I Il 1 � 1 I 1 11 I 1 `� '1 l � 1 1L 1 11 �, � I I ` 11 1 11 ii 11 1 1 1 I � , 1�, i'�. ♦ I 1 illl i i ��I '� ,,� ` , � See Deus o ` � ��\ r� ,� \,� ,� r � ' �` ` 1 � ����\ .`��. � Pa e 11 of 13 � i � `�- ,, � � � � -�.. '� � � - '' �; � f \ . r�f� � � ;. �I � r - � � � � � --�- �. '_� � � � ~ ���� � �_ _��.� �f � � - --� i � ._ � � � z.� t • � \ •� � '� \ � � ,. ♦ . � r� � .1� � � _���� ' � � � � �1 �_ � - _ - � � ._� � � �f � r� - . � � f� t _ _ �,� - _ - - __ __ � ��� � ��"� _ - - ��� - `A �"�' - _ _ �� � � � -� � 1 ` . 1 1 11 11 11 y1 �r , '1; 1 1 1 11 �11� fI��.� � '�a �, , l 1 } 11 � � � 1 _ l �''�II��� i� _'w, l 1 I Imo. � = � �- ` _ , ! r � I I 1�=. �- � � � � � � � � � 1 � �� � .�� � � � 1 - extremel unlikel event of a leak Dr Y Y ru ture Df the internal i e an water that P P P � Y might escape would gravity drain either i i III � � ' �' �' � 1 l ll 1 , �` " 4 � 1 1 1 11 1 � \�,�,t v \ 1 _lit! f �1 11 � � � .�;• � I Il 1 �` � � �'�.�' � , � � 1 �� �,� >t \ �, �a.� �` ,, ti � � j � � , �� � . ,� r:' 1 �� ���'. , � l � �� � � � � �� � � �;� � 1 ` j �-,� "' f ; , `- � � : ��+ I �' � _ � I � � � � � �� � � •, { � (' � l��f �` � � �- � � � f I -' ��. ^� �1 ` � � � .� �� 1��� � r! j � - �- �. � � ' ---w � s- � �--� � . �; � �� � � /�' - �I�{-� J� �� � ,- � o�y � i7. .7$�01 -\ '� 1 � � � _ - 11 � �a �9 S _ � � � ff �� z� �.' - _ ��_; � 1 �_ r � r� 7 1- � � _� - �z� z- � � - � � hack into the new pit ar into the old pit. �� ��- � �\ \ �� l �� 'r`� � \ � \ ��,� '�� � f \ , '�rc� r � - � ��� r ;` � � y � - � 1 � � 1"� . 1�' - ��{{� �� � ���� � �� � � - _ �I I � q�, I ` - --� "= ��I ' � � j �' �� � � ! - �� mow- � �1 � � �� ]� �1�-. � rrr j _ �� � J � ` 1' 11, �� ff jj� _ V . _ �!l1,� 7 S.7 79 $ ; - �� � -- �} � � - - 1 ~ - _ _ � `� � ��:� � � � � 1 �\ %� 1 � � ...�....�--` �_` �L ,� '".'1� t � � � ��� `� \� ��� \ �\ ` �t� � � �\ � \� \ .� � '� e / `�� � �� �\ , , , s�, , � � \ � � JJ 4 � � � � � h _ � I�1 � it � .. ',• � ! � ��� {{ jj � ;! ��' >� % � I I - �'��1 � 1 . � 1 `� r 1 f `� f , ! � �} rr J �� � r� �� � � � _ ''� Pro, o�s p, �� � � � � � �: Bo da" � ( � � � T�- � � � % � - � •. � ��� - � � � 1 11111 1111 � . ��, � 1 11 1111 1111 Priinax - 1 1 }� ti �` �,, r 1 1 11� ,.. �,� Portable Pump � �� � ��1 1 1 � �� `, ' •ti` . � , •., �f� .- � ~` - � i 1 � � � f � � � 1 � � 1 � � � � � �I r� 1 p--.� f ; i �_ � '•�` ,� r�� � -_. ,� �} �� 1 � � - : ,�� � � � - r `� �, -P� , - - 1 � �� � �_ ---- --- _ 1 �,��. , 1 1 11 1 11 , :. ., �� , . �,, � � g r � � � � , ��1 r � � >7 � , � � � r � t \� �� � � � � � � � - � �� � L�N35.$392 �arig�7 $.77 $7 --- L - . ,, a � ` � ; , . --- . � � ..` - � - - i 1 1 � 11111 Il 111 , 1 � �Il�l r 1� 1 11 11111 11��1` � I 1 j, t 1� �� � � � � - :+r- �~ 1 1 \tip .,� � _-_.... _ - �'`�`�- ` � - _ ~��`- \ �� � \\ ` � � � � � � 1� � �,\ \\ � � 1 � � 1 \�\ ♦♦ � r � 1 1 1 � � 1' � � ' � � I i 1 I ` . I I �� 1 r , �������� � ��, I � {' w � i I � ; �� � � }IL < < � _� 1 J � '1•� � `'�' �� - ! i ` I f r � �._ � � l � J' i � � � l � � I � �i � � l � � � �� 11,E � � } � 1 � // � �� � I - � � � � / LFsGis1�I7 6$Q INDEY CONTl7uR WTiF3 ELEVATION, (nm_j »>A� �,�� ��� PAVED ROAD Dnrr 1 cmr�RDc•sDRaAn � ��� \ �... '� \ � � � � \\ �� .-- �'k � -- �. '� � `�� s � - _ * ` _ _ ♦ � � ``� _1- _ _- � 1� ~ ` '� � �•3 �-� � - �-�, ,� �1 \ � _ � � �..'��- �_ � _ _ � _ �._.� � �� \ \ � .� � ~ � _- --'�'��^ `'; =�. __ _ � �- � I I I 11 1 � I 1 ,,.� � � ` / � I I I ' 1 1 ',"�� . ��� � 1 �` � �� / � � / ,r• I 'I I I 'r 1�� �� 1 � � / f / / I I / I I r£ '1 r I 1 :� t l } � , �� I rr 1 � f i I"�' � � �_ �J 'q� i����f/fj { ' J ^� I ! 1 f � � I ��1 I f � � J �iT � � � I ' � . f �� �J �• � .���. /-� � �J/r �I � r r 4 � � � � � � � � � � -__. .sue , � �, � � � ��` �r � •mil . 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FRCP,�S®Vj$[iA[.,�I,7D]$$AARRTAR [�Ajj, N [ \� �' , � � ' . r ���� ;J � � _ _ � � �� _� � � _� . / � '�• _, �� . ��.t�=� � ��\ .� �--1 � � � �f �' .a d Rip Ra Feet Li � Denotes Property Bound � � � � �,1 . � � � 4 y � � -'- - � . r_ rye � \�. � _� � � � � � .. 't �• , . f � � - _ � � ���� ' f �11'' EXISTING � � � � � .� � ��' !r SDo-��E rrr _. ,. � `� . �� �� �� `�, ASIN � � . „��.� -� � � -��� � -� �� ���� �� ����� ` / ;i j �� \ � J �'. � \ � � , ���\ \ ,� I � ti��� - � � �� ������\ ' � ,' .: \Il ,�f . -f ..- f � ._ - - �.� ��_ f C�MPTi_FT] SY PHOTOGRAMMFTRIC METHODS y�A� sTo� �`' � CQRPORATIQN Nam: � 1) ��� ��i the drrr�^Pd frnm E lstln 1V�lnln Permit Bound - -� __�, - - - � �_' � � � �` - � -, ,. �� �� •�. - �� --� ;- : � \ - �' _� � i �� ����� � ;� � _ r "-- �• .���� ��°� ,� � _ _ ` Wake Stone Cur oration F Triangle Quarry Wake C011lity Mining Permit No. 92-1 � - Cam] pecomt of elevations the solid liae eanfonrs of fhis toP°t�P� �P has as ac,eoracrmith respect to tme elevation of LilE(1 f Z} ocmtonc ivEe�val or 6etoe. aad the .R,.,=-glen n�Jpe.mot,�he,o.,..:,..���c�e��m�sb��ae�� :...�i is aenset��aed a.ea� heavy hn�sh � mee � fnDr obs�ea �eg�d��.-�.,:.�..sa�sh�a=da�ed�e�t�,.�et=een�teda= � ..1 r - I , i _.. ' � � � i �J �,� ` G� �.. I!� � � 1 - - I � _ � � � � � �_ _ ` -� � � `� � -���t. . ��� -,'1 li-� ~ _ � � ` � �� �\��,. � � � _� � � �� �� \ \� � ��;,� � �\, \ � � �4 \. ,ti � � � \ �.'` � r _ . ` � �. _ '" I � �`�~ ��/,/ � S �. �� f � � f �r-� S1te Plan Map soruzatelp as possible from the sL^reoaoopic model, while making fell nse of t d�f:.,.,. o6tsiaed d caafrol aad all t elevations �n� phatn�i� �e �u - � �� J \� `J r j r i `� 1 .^- - �� � � .l � .; � � � -���,, � � � \ �� � � �� ���� �` �� � t � � � � ��� \ � � � � ti• �`� � \\� �\ ' -�- �` >� � / y � � � I / � �f ' f � / � ; � �� r � i � 2020 Minin Permit Modification g tog�or.,= 2] � Services, l.r.c. - � - Z� - _ 11 � .'°= � l .� � ��� ���� '---� � � � �_ � � � '`. � � `� � \� � \\� �-� �-- � `\ � ` \ ..` .. _ _ _ - , ,� �� / r!_:' �� �,'' / � Adding RDU Mineral Lease} Last Reirised: August 4, 2021 map f^�� �g�..,er.�e was edhrCralandPhot ,_� P P •��� methods. C�6i011C5 95 rte•lwi OL t]LC�a4llne5 SeOf Si295 Ol �t¢nm u�Ju sad should he �s,...:.lno.l appmaimate. Thi_ map has not been Fold ve.i5ed � m �e as a l� � aes� f •s,..�.,,�*. � rt shwla he eta �;�a ,, Euildingsacesho+aa Fl.r.� � r 11 � - �� � f � -:'� � \ � � � i ��: ! _� � � �Z;=:: � �- ' �� � � . _ _ � i �� � � � � p� �`_� , � �� �� � '�` � � �� � � . � _ � ' �� � � I i � � � '. r \� \ � � �, ` � � ` l' � � �\\ \ \ \ t ��� `�` �� \���\ �,; ` � � � r � \ `� \' ~ \ 'tom 4�� a ��, ��� �� � �� � � , '�• � �`�` �•: v / � � /. , - , �/ r / j �� �� f � I � I/ f� � � i 1 �� �I'' / � `�� A- DAIS OP PHOTOGRAPHY: 03-17-2fl19 RSYISIOH No.: 4 liap Prepared by: L Cale Atkins, Geologist sHESf No.: 6 of 13 2067000.0000 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 2070000.0000 2070500.0000 . I / . j � I .) � � I � \, � - N,\ \\ \ . A.. "I . . . ...,. .. .. ___ __ - __- __ _..- __ I 1."I. � \�-,\\ -\N\ I-_-- -- ---- --- _,N1,��1, . .!/ . . . I , i/ i I / ,.. / ) - . . /� I I . '):. .j I.,-,�:./__ . ... ... I ._. _-P�,�P-,I7---�-- - '_�.--___- . . .1 .. - _1� � __/ r - � ­ -,-r- .00 o.0 - ow ... .- -__-_ -. , *% --- __-,- 00 0 0 Py �i/ II , ! 7` -_-t/ . 1.._ l. 0 0 o a 0 0 Ln L n io lO 0 0 0 0 0 0 0 0 0 0 0 -DD 0 _= CO LO O O O O 0 0 Ln L!y a a 0 0 0 0 0 0 G O 0 0 M lid Ll } o 0 0 0 0 0 0 0 0 a 0 LrsLO r-r- 20t3700fl.000fl 20675t]fl.00flfl 20t3800fl_i}OOQ 206850fl_DOOfl 2069000.0000 2069500_i}OOQ 207000fl_0OOfl 20705U0.0000 Wale Stone Site Plan (page 7 of 13} _ Propose Clearing Limits � 65,8fl85q. Ft.j1.51Ac. =_. _ ZfMini bPermit5tipulated) � 'I _ t1'�1 '+ 1 ` � 1 I I`' 11 �� "� '% % , � j j ). X/,✓� 1 \ \ � 1 `, `� _ I1 r j f `-� - . 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 0 CD a a to M ll- CD CD a CD CD CD M r- 0 CD a a a X) M f%- 5 u s e -- i vAe-- r--- - 1'' i arian'Buffe-r \ -- - 5 ' BUFFER FROM STRE ' ung Permit Stipulated `50' BUFFER FROM l FRINGE WETLAND 1 340 330 \ \ ti320 )10 ' \ • 300 - - 50' Neuse Rive \ 280 Foxoroft Stream 1 - —. 27a -_�_� _ - _ --- _._ Riparian Buff � � - 260 Lake ��_oL'�near et f� \ =� 250 940 Open Water \ � 5p' -- . 20+50.00 551808 Sq. Ft.j1.51Ac. - 2 J 340 330 F 320 310300 2190 270 280 i 1 1 I 260 250 1 1 1 240 22 1 GQ 4 , 5 5 0.00 250 `� -10, 230 n_10 240 330- 1.4]�1 ♦ ' ~ \ 320 3 20 1 \ ti ♦ - t 1 _ I ♦♦ \ 300 300 I -- ♦\ .\ 1 4 270 270 ■ ♦ k, 1 4 ?Go ?60 rl Y♦ t s f 200 200 00a*00 ! - J ■ I r '� ~ �' ` \ '♦ F �r � 190 190 ft" afti �� ` ♦ � _ �- �` 180 180 i ver� VERT � f ♦ ■ . / 1 - • ........_ .ice ossible ' +� ♦` \ - `�� r' 77 J - C40- X 10 l !� •� f rN-"-""fir. lr `' �=� �-( � 'J � � �'iJ � � '�_1 r f . /` _ � �� � � l • r �� � 1� � �� �' `� \ � . � I l / - \ ` ` `/ f�/� -ter~_' Z ;�: '.{J// \ 1�� f, %' r ^ . ��f •• 144*to y 100 �LJ00 01 10 - � �[G � � lief r~�. - r _ter � � �� �!� �� �� "- Y - • _ � t � \ � �i�, � �� 40 13+DO.O 4 f ■ �♦�50 350 t`-''� \ ♦♦ '!J f� .\ 50.0 IS o �� , I j r 9& ,Y f -r ^ n ^ ^t (} � •_ � _ - � � � • - � .Gf�/ I � � • •.� :7� f / /J —� I J` L•f \ ,_ J ` 6000 00 310 J }� .- P pose o' aa1� 300 280 ' - P _ 290 270 260 00 250 00 NO `♦ ` f ter' >✓ r �fir r s� ��. 210 t 00 Dashed Line De o� 190 250 170 J � � 260 250 240 230 10+20.00 ■■ram-, - ■■■■rr■■■■■■■■■■■ 300 r261 290 \ ii251 280 + \` �� l 241 3100 31\ \ i� 310 310 \\ + � .� •�� Z � `_` � �" - i .' f 300300100 190 �1 f rr (f 9p 1 290 \' -yam' 1 r' 5 �� f ? 80 18 Dashed Line Denotcl. ✓ 2. 7 ��� '50��540 ro Dyed Clearing Limits ;_0 240 220 220 �� ;� � � ~� ��� - � � ' 210 10 � � ` ; z.' � ` . �: ram. ♦ ~— 7 1�00 190 Z _ ter, -I f r LEGEND --� /� 1 � � Bsa �courouxwrix�.aVArroN,(nsr-, � � \`' RASERING W ,, - I Anticipated Depleted PAVED ROAD . .� � � } � � � . once appropriate E&SC measures are installed around 4�'Ol*�]Ih1ROVHD ROAD � Triangle Pl 1 4t to at eaSt Triangle Quarry perimeter road mprovement areas,PENCE I GUARD RAIL 7 -1 7 o M SL Elevation construction will begin at the easternmost point and SWAITLINE� `� -.� progress to the west. The proposed method of411 I }11 The current it sum will remain in lace at an construction for the cut areas of the road will ensure all �super ' � �. AMPSYL�OL 1 ` elevation currently estimated to be at least 13o draina e is diverted Into the ex�st�n pit via a. $`m f��� ! ;� - above the final it floor elevation, ma ntainin elevation of the road surface as illustrated b cross 84.4 T] I x sedrEfsvArcoN, �] �I . � ,� , � � 1 r ,� � 1 � � EnWAT'HD SPM HL&PA'nON, (MSI.J � 1 ��: separation of water used for make-u water for the ga �;1 _t� i . T sections above. ]Engineered retaining walls along fill process water reservoir and/or discharged as pit SGBLL(VAHVATTDAh S) } areas will be constructed and fill laced and compacted i f .. �HiL[VARIOiISTiPSS, �1{+I dewaterin wasteNvater. Smaller portable ��,"f►um s may � p a L7TICIT'Y POIS i � i, . 1 11+ 1}{ l I I � p pumps 4 n UrfflrCSGt3 77!! to ensure all drainage is diverted into the existing pit or I �� y ` Alt, i!! be utilized to transfer water from lower pit levels (as y , " UNKNOWN OBJECT the are currently) to the sum as needed ded. to Temporary Basin 7. Safe berms, large boulder Y� p - P ry Safety g / - _ MANHO LE � 1 f :fit barricades, or concrete block barricades will be utilized F i u° �� �; j f� I �� '' r� to meet MSHA safety requirements along any rollover, I CULVERT CATICE3BASIIr' .: hazard areas. This phase of perimeter road improvement i ROCPCHE DAM Fi `� L _ NEi15aRIVERSIIPPERZONal 1''j ('j will also include filling and grading of pre-existing 1,1= Rr ER sLR'PSR ZONE x L LJ y� 1.' ! i � IATaONGFORM ALCNGPERIErBOUNDARY 1IL �\\ .�\�\' k � SDo-4 basin and Temporary Basin 7 to divert all I � I 1 f /� f r ++ I PItOPOSHD FERmEiER SECURITY PENCE PENCE CONTMUCTION ZONE l� �• i 1 r�' `� .� stormwater runoff to the ex'stin it. Noise and visual PROM7.S'ED VL1'IIAL.JNOIS&RAvumu�SALL � J ' g P '�/ ■'1 L � � � VI � ! abatement will be provided along Umstead State Park: facing areas by the inclusion of a 14 high solid barrier- 1 J� , where needed as shown by cross sections above and detailed on WSC Site Plan (Sheet 10). f 0 60 120CC Feet + 1 I s� % I , J� t �,, % scAlE: l' - eo' A �: � � 1 � �. i ti • , ��_� � � ` � COMPnED BY PHOTOGR A E%MTRIC METHODS WAKE STONE JrI /I CORPORATION `�� l f'�.'� .— r i� ; Z�t� -• Wake Stone Corporation I) - �F (90) of fhe elemt— dero..,,:.,ed 1— the solid Triangle Quarry 1--f offl.topgph.-1,1 s to l f /J 1. J� J /" H t� el­fi ., of c hslf (112) internal � betfec and the �nM.-.7 In denselp wooded aces mheee heavy 6mah m txee coeex . Wake County iciky ohsci fv � � /f� � //•- � � �///� .. `�'y 11 11 /. Mining Permit No. 92-10 Wig,-d-dfe ---a�e �d-beds.—,thesh.-b—p TDt efelp as possible from the stereoscopic model, cahile mmL Tot t e,aye of— spof elevations ohtaioed a,>� goomd �I and au spar.„n,. :I Site Plan Map me —d photogranmieta—fly in places -pace the g--dis civble. Permit ModificationExisting f ?J TLis map mas compiled 6y Gaclaad rhomgzammefxic sernices, LLC. wsiog phomg>ammetric 2020 Mining Per (Adding RDU Mineral Lease) metes ca°t�spartzs9ea or li°esrepcese°faceasofdenaecegeCitan_ �;- f 11 r ,y�t� ''jW '1 I f/ '�./� I r and sb—ld he conside.ed a to n— has not been field verifi d Last Revised: August 4, 2021 P.i- to �e a, a b— fin design a sbi n be field —fied Sump - - rJ+ L- I f �r1J DA'CI: OF PHOTOGRAPHY: 03-17-2018 RIiVISION No.: 4 shown rnndine only_ J Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 8 of 13 � r�[y � r � � � A /i. ,.! Y _:i �/ - . J� 1 1 r J 1 - - 2+50-00 340 340 330 330 320 P O S'L D 3''0 310 14 L c 310 300 300 290 2.90 280 U F It E 2,80 270 270 260 25Q -60 '150 24Q 2.40 C C3 0 l3 C3 g 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 Wake Stone Site Plan (page 8 of 13 ) 2067000.0000 2067500.0000 2068000.0000 2068500.0000 2069000.0000 2069500.0000 2070000.0000 2070500.0000 i� b E\/ ....t6 O c Ir) G O a a a O d Cc 0 a a a a a a c 0 ti O O r• q O b M 206700D.00DD 206750D.00DD 20fi800D.00DD 206850D.00DD 206900D.00DD 2069500.00OD 2070000.0000 20705DD.00DD .. ----� /, -�-.- --�-r. --- I Wake Stone Site Plan (page 9 of 13) � : / ; Pro ose elearin Limits 'I � ll1j \, 65,$os sq. Ft.f1.51Ac. �_ f (MuiiilgPennit Stipulated) I • % . ,. . . \- .\D 1 j oO� '.L1\1,'•,%f,�+{I�I'I�,/'.�%�'\\j'__'•t-�___---f,:--- rr./r�wF �/OI/1-1 i�-� p-g_-�I�,\'\ \ 1 L \ I 1 f � 4 l ■ - \ / r / -_- --' \ 1 _ - �� f '\ � � , � �'o -- - /'' j • f I + f jJ _ -- tlanc� Fr`fn9e \ __ - - _.- = - — ,N D \ I l I ! � _� Profile View of Cross Sections for RDU Expansion (as shown on Sheets 3 and 6) I r 1 (.0.00 1 +(T.00 2+010.00 3+010.00 4+O[1.00 Station [.ilt.+..x 1 G 4-(i10.0} 1 7+(().00 8 f O10.00 380.0t_ 380.00 370.W370,00 3G0S t] 350.0 350.00 340.[] 340.00 330.0( y 320.0f �c m m j-•�j 32Cl.fltl 340.0 _ J a a sn r- m 310.00 r--t 2701..0(]f L 0 '0 : 300.0030m mD r' o 290.0 []1zj C0 a�8L.1� � CL - 0.0d 2 -a C c c270.70 • I� F� 250.0 _j Ln 0 m , 250.00 .--- r 240.0 `M a .0 w 240.00 230.0( a 230.00 220.[][ Profile View of Cross Section 1 � a � n.«n 110.0 0. 210.00 200.0 200.00 190.0((]0.I 190.0i] I i+00.00 1 +0[o.00 2+(�o- 0 3+00.00 4+00.00 5+4.00 6+(11].00 7+0�)-O 1 8+00 -" Station (]+(. 00 1+(1�).00 2+(1( .00 3+11().00 Station 4+00.00 +[11i.(3(] ��+0 ).00 7+110M( 390.0 390.0I 1 380,01_ 380.00 7 7- 370.00 360.0 ��-- 360.00 350.0 _ 350.00 340.0 340.00 330.0()330.010 32(].i03?U.S�o Z a� 310.00 31 Ci.O in 300.00.E m m ?90.00 C E 12 a o. 280.C10 250.0( CD70.00 ,Na240.0 o N 240.00 230.00►� n c 230.00 220.0(C __220.00 21 0.0L 200.0 _ 200.00 19o. Profile View ofCross Section 2 � 190.00 180,C1(_ 180.00 170.0o 16ti.0 160-00 0+00,00 1 +00.00 2+()60 3+00.00 Station 4+00.00 3+06.00 6+00.00 c� a 66 ate► �-r f O3PPOR GROUND WIRE4 F-1r3RRSED WIRE W/12-1{2 GA. U4E kSREu A 14 GA BARES SPACED d" 0 G. MERT. E 4, FL, I kt 0 D -L TOP SAIL I END. CORNER OR PULL POST ® 500' MAX. SPA. 3" O.D. TENSION BAR - 3/16" x 3/4" 6 GA. TENSION WIRE COPPER GROUND WRE I III F I r ExMERW WELD ..., NNSTALL NEW 12 L7TILIZE EXIS-nNO DIA. F001ING IN +1 3E,"}{2" SCH, EQ DIAh�. FENCE PAVEMENT PAC PIPE POST AND '2.'12" �� �� I�' _ 5%8 X 1D FGGTIN OOPERLL GRCUND ROD (TAP.) 3-1' (C0NTR-%CTC9, T-ti: CCjNn. V) U-BUZE EXISTING 4" fqpical FTUDlAM FENCE POST ( �Ic�, to 5C,110) AND FOOTING COl1IPLLED BY PHOTOGRr'LNMIETRIC N ETHODS 15 WAKE STONE CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 9 2-1 ❑ Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: August 4, 2021 DATE OF PHOTOGRAPHY: 03-17-2018 REMION No.: 4 Map Prepared by: L. Cole Atkins, Geologist MET No.: 10 of 13 Profile View Plan View STAGGSRBLOCKS AS SHOWN TO INTERLOCK T�pical Nock Barrier/ Sound Wall ( not to scale) r- F- PVC 5our� �arrier VVall C not to scale) EXTENSION ARMS TO BE PLACED ON THE OPPOSITE SIDE OF THE AREA TO BE PROTECTED - AWAY FROM AIRPORT GROUND RODS SHALL BE INSTALLED AT 500 FT, INTERVALS AND WHEREVER AN OVERHEAD POWER LINE CROSSES THE FENCE. 10 -0 P,,,PU Ferce rod to Scale) 3 STRANDS BARBED WIRE 9 4" O.C. VERT. CHAINLINK 1 112" - 2 112' DIA GALVAN IZE D CONSTRUCTION g' O_C MAX OR ALUMINUM POSTS FENCE 4� r T MIN SILT FENCE FASTENERS OVERLAP FNDS ABRIC 6" BETWEEN EN II�IIUIIIII II T III VII' ffVIA P( SILT FENCE EXTENT INTO TRENCH T 2'- 3" -FASTENERS 6" BETWEEN (TYP) NOTES: 1. MAINTENANCE SHALL OCCUR WHEN NECESSARY. POSTS SHALL BE INSPECTED EVERY SIX MONTHS TO ENSURE STRUCTURAL - SILT FENCE INTEGRITY. SILT FENCE SHALL BE INSPECTED WEEKLY AND ALL MAINTENANCE ISSUES SHALL BE CORRECTED AT THAT TIME. 8"X 4' TRENCH 4- EXCAVATED UP - SLOPE FROM ' POLES, BACKFILL LJ AND COMPACT SPECIAL "SUPER" SILT FENCE 111III=III I L1\� nm `'ll'll!111=1 I I-1 I1re y �p� p ew� tlQz r.w Track s�s cc I h p nwQtgr, z aroslp TI I1-1 on In lime, fe i�rcer. onl freed. A 1 M � 111 -III -11111 ;11 '=ll�lll�ll Tgrical Fill 51 ope bAA5 C not to scale) N I Cross Sections of Existing Pit Perimeter Road Improvements Adjacent to U stea State Park (as shown o heet 8) 340 340 330 330 320 T14ENJOILTS u D 320 310 1a'scc�, D z r.r 310 300 300 290 290 280 O F R�D�E 280 270 270 260 260 250- 250 240 240 5+50,000 340- 340 330 330 320 320 310 E310 300 300 290 BLOCE WA LTa 290 280 280 270 270 260 L260 250 250 240 240 230 230 220 220 210 210 200 200 190 190 180 180 340- 340 330 -330 320 -SF 320 __r__310 -UF.R.iF. 310 300 -300 290 290 280 280 270 270 260 260 250 250 240 240 230 230 Wake Stone Site Plan (page 10 of 13) r I I I I N I I I I I I I I I I I I I I I I I I I I 11 +00 11 +50 12+00 12+50 13+00 13+50 -290 - 280 -270 -260 s - 250 COMPILED BY PHOTOGRtLNUUETRIC METHODS f WAKE STONE CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit No. 9 2- 1 ❑ Site Platt Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Revised: August 4, 2421 DATE OF PHOTOGRAPHY: 03-17-2018 MMION No.: 4 Map Prepared by: L. Cole Atkins, Geologist SHEET No.: 11 of 13 0 FIEF FACE @ END BENT STA. 11 +64.22 -L- C.P. EL. 280.24 Nam_ 14" SDR17 Flow from new pit HDPE Pipe E I E L Wildlife Passage Zone EL, 260 TOP OF FTG. EL. 258.00 HIP 12x53 STEEL PILES (TYP. END BENT I (West) Dual malt inter -put pipeline. Nominal 14" SDR17 HDPE uuner pipe sleeved by 18" welded steel outer pipe. Shop made pipe clamp band bolted to angle iron bracket. (.— i gz di- aab) 4" X 4" An& Iron Bracket bolted to concrete v-A [aiaimvm sp...g - IV along ar —Ls —M - -g 3/4" d- bvlb) SPAN A FIEF FACE @ END BENT 2 STA. 12+70.72 —L— G.P. EL. 279.71 STA. 10+00.00 -L EL. 281.06 STA. 14+12,00 —L— -�0.5000 EL. 279.00 L ROPOSE❑ GRADE 18" ID Welded teel Quter Pipe I l TYP . PROP. 100 YR. EL. 262.0 rE W.S.. 25267 SECTON ALONG -L �w PLAN 60.0 Ft. 7 Spa. @ 7'-9" = 54'_3" Proposed Bridge Typical Section (Illustrating Inter -Pit Pipeline Placement) dlife Passage Zane EL. 2611 Nom. 14" SDR17 7FI EPipe T❑ Triangle Quarr4 Pit EE TOP OF FTG. L. 261.00 `APPROXIMATE NATURAL GROUND LINE END BENT 2( Ea st �nceptaal Smuld atad sual Barrier Wall I Conn. Barrie1 Ralf L. 269 Wake Stone Site Plan (page 11 of 1 _'- )} �V 1 COIiPTT BY PHOTOGRANM ETRIC METHODS 5 - WAKE STONE f CORPORATION Wake Stone Corporation Triangle Quarry Wake County Mining Permit. No. 92-1 0 Site Plan Map 2020 Mining Permit Modification (Adding RDU Mineral Lease) Last Rer•ised: August 4, 2421 DATE OF PHOTOGRAPHY: 08-17-2018 UMION No.: 4 Map Prepared by: L. Cole Atkins, Geologiat SHEET No.: 12 of 13 U Mountath rl�' r� 1� Bike Center 1" 0 Ages + Parking for , �- RDU. ountain Bike Cente 1 ` Connect to Cary Green way: - System ...:s , 1 ,1. I rfr • 461111� r 1/ 0 r La Cr titre Al m ste � lN11J71 _. .. J CO,NCEP U A L`� L A NN, /T77 k •' 'L + 1 ���-- f • Trail......,..:. r `jI L LAN KEY. Parking Cann Walk taY 2 7. Suspended Foot Bridge _ Trail Center (Brewpub, Hospitality, & Retail) p ! $ Conceptual Commercial DevelopmentTrailhead � Scenic Overlook 200 ❑ 200 400 800 s Pedestrian/Bike Bridge 1 inch =260feet raphlc Scale ,'.� r - — ^f 'r `� _;•err.— '��� �'�� I N 77 Yam- OWN■rr - , mna i, • l r f • _ rr Y y ,I I I r:' p I �I ry [. y h'i I / r / � 41` - t l f r ` 7 Ir - JI �! : el rrtil^ [ ,II,, r..l _ r!a . •gig' r. ..I �4l `' _ �_ E^ ,\':: kV IV, Z I ' 11 • • y \s y • • • iii•.��U1 u /; ��id1;l ram' ter. � 10 7- � .-A T E _R M IIN I N_:�Ge R I A N G. L TRAIL CENTER d 4 V_' r?' : . - ,I„ �I +I••F 1 - - . ' . . —ter j -- -• - ;....1 W }=l� ;;� '• 4 _�� :. ~ • f/ I M1 l - ?: f Y§._ 1 1 1 I e a d- R e e r Trail •...� � � �.. __- �'t�-==- - -r -"_ I, - �I ;:1 - = r Creek Parking 4 Conceptual • y C-ommercial . _ De-velopment _J 77 Acres +- Road Conceptual Reclamation Plan Wake Stone Site Plan (page 12 of 1 3) 40 0121K 0 Jinn Scaled Nrotile with 1-xistina 0 9 Nronose do :Ts ff Mel W, 0 TNTO Vi Zoltz 7� A&