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0,.3 LaBeRa Powered by partnership. /j// �11"x ��(02 J � � �\ / PERAROU71 OCASEnISM° �, UN �STEPH S NOTES FROM SITE PLAN SEALED BY CHRISTOPHER FAULK. PLS ON 1/10/18: - PROPOSED IMPERVIOUS AREA = 5.0 % - PONDS TO BE FILLED ONLY WITH NCDEQ APPROVAL PER 401 / 404 PERMITTING - AREA OF OPERATIONS IS BUFFERED A MINIMUM OF 125' FROM PROPERTY LINES - TEMPORARY LIGHTING WILL BE USED FOR ANY REQUIRED NIGHT OPERATIONS - FINAL DESIGN AND PLACEMENT OF STORMWATER CONTROL DEVICES TO BE CONFIRMED BY APPROVED SEDIMENT AND EROSION CONTROL PLAN - BERMS TO BE CONSTRUCTED 8' +/- HIGH AND PLANTED f WITH LOBLOLLY PINE p26 - LOBLOLLY PINES TO BE "DOUBLE -STAGGER" PLANTED PER A� SCREENING GUIDLINES DESCRIBED IN ALAMANCE COUNTY ORDINANCE - ALL VEGETATIVE SCREENING MUST BE VERIFIED BY VISUAL INSPECTION PRIOR TO ISSUANCE OF AN OPERATIONS PERMIT FOR THE FACILITY. PLEASE CALL 336-570-5053 To SCHEDULE AN INSPECTION. - INTENT -TO -CONSTRUCT PERMITS ARE VALID FOR (1) YEAR FROM THE DATE OF ISSUANCE. - TWO (2) COPIES OF A POST DEVELOPMENT/ASBUILT PLAN ARE REQUIRED TO BE FILED WITH THE ALAMANCE COUNTY \ PLANNING DEPARTMENT AT THE COMPLETION OF CONSTRUCTION AND PRIOR TO ISSUANCE OF AN OPERATIONS PERMIT. - AN OPERATIONS PERMIT WILL BE REQUIRED PRIOR TO BEGINNING OPERATION OF THE FACILITY. PLEASE CALL 336-570_4053 FOR ADDITIONAL INFORMATION. - OPERATIONS PERMITS ARE VALID FOR THREE (3) YEARS. PLEASE CONTACT THE ALAMANCE COUNTY PLANNING DEPARTMENT AT 336-570-4053 TO RENEW THIS PERMIT PRIOR TO EXPIRATION. - LIGHTING TO BE INSTALLED PER LIGHTING PLAN DETAIL SUBMITTED WITH SITE PLAN - ACCESS WAYS, WALKWAYS AND PARKING AREAS SHALL BE LIGHTED ADEQUATELY BY LIGHTING FIXTURES WHICH SHALL BE SO INSTALLED AS TO PROTECT THE STREET AND NEIGHBORING PROPERTIES FROM DIRECT GLARE OR HAZARDOUS INTERFERENCE OF ANY KIND. APPLICANTS ARE ENCOURAGED TO USE LIGHT SHIELDING AND FIXTURES THAT ARE APPROVED BY THE INTERNATIONAL DARK SKY ASSOCIATION (IDA) AS THESE FIXTURES CONSERVE ENERGY, REDUCE MONTHLY COSTS, AND MINIMIZE THE IMPACT OF LIGHT POLLUTION ON SURROUNDING PROPERTIES. (HIDO SECTION 4, ITEM 1) - 125' OPERATIONAL SETBACK TO INCLUDE 50' SCREENING BUFFER REQUIRED BY HIDO SECTION 4 ITEM G. NATURAL VEGETATION TO BE SUPPLEMENTED AS DESCRIBED IN HIDO APPENDIX "A" PER SUBMITTED SCREENING PLAN SUBJECT TO APPROVAL OF PLANNING DIRECTOR ` - STRUCTURES NOT TO EXCEED 40' IN HEIGHT ABOVE NATURAL t ELEVATION GRADE PER HIDO SECTION 4 ITEM B - BUILDING ON PID #102726 TO BE REMOVED SUBJECT TO PROPER DEMOLITION PERMITS - FINAL APPROVAL AND OPERATION PERMITS WILL BE CONTIGENT UPON RECIEPT OF FINAL STATE AND FEDERAL APPROVALS - HISTORIC PROPERTIES TO REMAIN OR MADE AVAILABLE FOR RELOCATION UPON CONSULTATION WITH HISTORICAL PROPERTIES COMMISSION - `^m\ / \ THE INITIAL CRUSHING PLANT WILL BE A MOBILE PLANT THAT jj/ j 1�/J�� / P 0 N / BDTINDARY tji WILL BE ABLE TO MOVE THROUGH THE PHASES OF THE QUARRY. 02 PID. OP7ss \ [ j PHASES 1 THROUGH 4 OF THE MINE ARE SHOWN. / �� DTJ Y R $ZRJART DURING THE START UP OF THE QUARRY, THE CRUSHING PLANT ?MAY INITIALLY BE IN THE GENERAL LOCATION OF PHASE 2 AS- M�� OU a oQ s / (f�11` j SHOWN IN ORDER TO SERVE THE PHASE 1 EXCAVATION SITE. 77777 j _ r csa a t I O r � RY r� PPRO� \\ e %r..--►1"RO Y�y� \ "��.� } � . ��/ .--61 w�,o �`�' \, �6 \ \ -- ._o .� ` / if/tea � ( r . 6 , A \ I 0'y° r ( 600'� ` \��`•... I �� / ��' -,.... N3Ml �// �/( � (((( � � \\���,,LI/ N S / f I \\ WlEIVAND `POON OF \ /�~ \\ PID: 02799 600✓ PAMEU YSEY-REVAC`IMLT (` 4? V, 67� / �42 6 �/✓ \ / (t Ij�// jC� // / \ o ,5 , --HOUSE \`X 'H \ 0' \ ✓ ® ` A"ar /� \\\ % _ ' I � ( ` ✓ if -MOBILE EKIM A B { i� � \ 1 BER �\ � ; j PPID1027& PLANT RUSHING �\\ \ \ f arow_wEu 620 1 _' OU J C HEATHER o� WASH / / U R� E " o , l j Q / f Ff� ED/�� ,PCA T I �{PHASE $4 ROCK "` ' fr !', /(S+ ND oG SSI G�R A EXCAVATION ` ��\° 1 `'.:` {, t `s' I Fj I I f-~" ''` ,,� r tRiy , . " rr' Rloe/ERr A §A ��w�� EVj �� STR 2=.�, %,�o A �',,�,%==-� `.�✓,/I (� "\`�\\ \x PHASE 3 Cb ROCK//! f _ } }D siU EXCAVATION _ . ! N1G �l0 1027ee B f INI G\` ti �11` ` WEfLnND LIMITSt�r (yf ( ` LIMIT ! I ti (( r IT�Fi00 (f POND ojo sPSYc ` / / °�q ( \ PIDN02767 ((/PHASE 2 ROCK (~ l EXCAVATION106786 D D 4/ 0' `' ` .� 1. ''r ^ �.�. pY'J. AND-TRr1YA B..-VcLA7@JPi HNPID: 102�78�/ —„_ / .-•- _. ...---^^_`" / w)so PHASE 1 ROCK IsruBED / (AREA \ EXCAVATION u _-/ AP �D�J�r NORTIRE WELL ♦ �` A� POND� \ �/� //j O UIL➢INC HD // E((y \ �/''/ �d-� // R 1�r �o�q m o -o• e f �/ - \ 0 W D 6 ERM 2 r \ OP7l r HO SE ,C��._ "�\ •1`a_ / WETIANO°' r \ _ _r-'r" i �`!°/p� ) L_f .!„m�u6( \ '`�o ..._,_ s' / f ._.✓ �j � RD PI :toe ea / _ ) n oTH J u oo UNDI REED/ UNDISTTURBED LIMITS BUFFER — f B EXISTING LOC LING , N`� ZIA 50�J wEtnwD BB \ APPR X. LOCA ION HI�VYU$ED ,.-^^" __."` BUFFER�n? IS'DN 1 r'"' jj I �. /� �, `_._.- .-"� �'�. / ,,•°-- 1 / ..."'.P f //� /,' 1 ( / �tFAM-3 b ID: 1Dz7a7 ,F JA�sON, JC I i / S `F.IP' / ''---'� \F„ROft E�W ` , -- � (it / Y// OFFICE ,r-,�../ .-.,j FFER- �~~p!) 00 / / BUFFER_... / 0 PLE PID }d272 \ PI t zy62 / a \ ( w _ j J \ } PROPOSED f r �— 1 '/ j I I Dial A sAN6ER a / ° m°' s• PROPOSED ` EPTIC A f /PARKINGvy m / 9 " `.—~. ,..-•--..--.r._..,\,�``- -'�r`�-'s", ir- /! /jr'plat, t� I�^�`ov '//j/`per' HOS ji ERM o -� ci\\\1\\ �`' �`�t// \\ _ MONIRING-WELL / f/�� /f� �y �\ /O RA 51yyy0 �unl10.5 „.-'.^-.� '•,.,,` / I 7 ��.-- - ^""� f,f�% / idCHI ,� \ \ ".T 80r I ) / ° } 1 BuiBN MONI Q TORRING W�LL / � '/�/ / / / 1 1� '\ }' \ ( �� �� j fxicol �31 A 2E xoy G}c`G/NNq,LP `~ `/� �a,rpiv—.. rnr°� k �np�OgFOP / k,��R� lC', �// I r toegoll,--_,,.///� �-�._ \ `'✓ t } �� i'�i'S `�,. \ �,^"' /'� /-iF10MAS`Mfz'�ERMDTT j �� ...✓ / !� rv\. / \ " ,� ' �� `' / //� ��,,�// OHRS KINSEY ¢ d^. LEGEND PROPERTY LINE EXISTING BUILDING PROPOSED SKIMMER BASIN DISTURBED AREA L_J GJ CATEGORY APPROXIMATE IMPACT ACRES TAILING/SEDIMENT PONDS 6.86 STOCKPILE — - 25.86 WASTEPILES - 13.01 PROCESSING/HAUL ROAD - - 5.24 - -------- MINE EXCAVATION 28.29 OTHER (SHOP, EMERGENCY ACCESS, FENCE, ETC.) 7.50 TOTAL IMPACT 86.76 MINING LIMITS OVERBURDEN SLOPE 2:1 (50' MAX) (50- MAX) 20' SAFETY BENCH _ LNG GROUND _ APPROXIMATE WATER LEVEL AFTER RECLAMATION ICl1IIIIIIIII;U:17 (TYP) / I VARIES H : 1 V SLOPE 270'-332' �15' BENCH TYP. THE INITIAL & ULTIMATE CLEARING LIMITS ARE THE SAME. THE OVERBURDEN SOIL WILL BE REMOVED OVER ALL THE PHASES 1 THROUGH 4 AT ONE TIME. THE PHASES HAVE BEEN SHOWN FOR ROCK EXCAVATION DELINEATIONS. UNNAMED TRIBUTARIES TO REEDY BRANCH AND UNNAMED TRIBUTARIES TO CANE CREEK FLOW THROUGH THE SITE. REEDY AND CANE CREEKS ARE IN THE CAPE FEAR RIVER BASIN ARE CLASSIFIED AS WS V AND NUTRIENT SENSITIVE WATERS BY NCDWR PR FLOOR LIES IN WIC MINING LIMITS 8'H x 50'W BERM SEE BERM DETAIL 2 �18' BERM� BERM SLOPE 2H:1V 8' TALL 50' WIDE AT BASE SEE DETAIL 2/403 FOR ADDITIONAL INFORMATION BERM 1 DETAIL NOT TO SCALE i I i z 18 BERM SLOPE 2H:1V �BERM� OVERBURDEN SLOPE 2H:1V 8' TALL 50' WIDE SEE DETAIL 2/403 FOR ADDITIONAL INFORMATION MINE BERM DETAIL 2 NOT TO SCALE 615 St. George Square Suite 300 Winston-Salem, NC 27103 336-842-4065 C#0430 labellapc.com \`LLu u n T TT77Y� 'sN GA�2n. Ii. 4 L I � © 2019 LaBelle Associates ALAMANCE AGGREGATES, LLC Mr. Chad Threatt, VP Snow Camp Mine 2 3/31/20 NCDEMLR COMMENTS 1 1/20/20 ADDITIONAL STREAM INFO - ALAM. AGG. & LAND QUALITY COMMENTS N0: DATE: DESCRIPTION: REVISIONS PROJECT NUMBER: 2190335 DRAWN BY: KCG/ATC/BWS REVIEWED BY: PAS ISSUED FOR: CONSTRUCTION DATE: W"I TY I LHm8,r1 DRAWING NUMBER: 4/9/20