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Home My WebLink AboutNCG020999_Site Plans_20220221A1C BEACH i]ptfVE 'P n VICTN'TY MA.P NO SCALE 1 Blueberry rapertles, Inc. l 229BA011 j eiin s (SEE NOTE ) �-- i2" STAY SPACING (TYP ) -- - -.*-- STEEL POST MIN. 10 GA. r j F�QVEN WIRE FENCING AS TOP WIRE p � REQUIRED .j m-t��iLT FILTER FABRIC • MIN. 12-112 GA, lWil LL �Sk' INTERMEDIATE WIRES � W- :.M3N. 10 GA.� _ BOTTOM WIRE tr � ANCHOR FABRIC SKIRT wl MIN. 4" " � I LONG, WIRE STAPLES @ 12" Q.C. NCD P� hle� A, ENTRANCE WITH NOTES EROSION CQNTRaI-, NOTES C4N5TRUGTIQWSEC?QENGE i. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE 1 • INSTALL CONSTRUCTION SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. INSTALL DIVERSION BERMS AND STONE OUTLETS.OUTLETS.3. CLEAR SITE. __. 2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO 4. BEG1N EXCAVATION AS SHOWN ON PLAN. LIMIT EXPOSURE TO THE SHORTEST FEASIBLE TM, 5. STABILISE ALL QIDISTURBEDAREAS .WITH t PERMANENT VEGETATED GROUNDCOVER. 3. ALL DISTURBED AREAS SHALL BE STAB ILIZ:D W1.TH THE ESTABLISHMENT OF I PERMANENT GROUND COVER. TER FABRIC 4. SEDIMENT AND EROSION CONTROL MEASURES S.: TALL B8 INSPECTED AFTER GENERAL EACH HEAVY RAINFALL TO ENSURE THAT THEY RE;AAIN IN GOOD WORKING 1. BOUNDARY INFORMATION TAKEN FROM A 1984 ORDER. SEDIMENT WHICH ACCUMULATES NEEDS T'9 BE PERIODICALLY BOUNDARY SURVEY BY JAN DALE, RLS. vEGMTan REMOVED. EARTHEN BFAM 2. EXISTING TOPO FROM SOUTHEAST SURVEYING, 5. OVER THE LIFE OF THE PROJECT, THE OWNER SHr',LL MAKE PERIODIC INSPECTIONS TO EVALUATE THE SUCCESS IN CONTI'.OLLING EROSION OF SOILS TO OFFSITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE, THE nwuMu euer r rrerrG rruG rr�r'�ccer�v ewe crmue •rrz ��nv � crrr re•rrnry i k 229BA041 TEMPORARY SILT FENCE , , Alan � Properties, Inc. � i 2298A033 033 � v 4 { Kelly Todd &Mona Lafontaine NOT TO SCALE 3 /M 2290002907 2290002904 1 LIMITS OF t Jean Acker Co AFss0WE 200.13 EXCAVATION PLAN VIEW r 50' MIN. 6" DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW TEMPORARY GRAVELED (SEE DETAIL) Stephens Corp. William Brown 2290002901 CONSTRUCTION ENTRANCE NOT TO SCALE ' � :. �� `.....M'-�� ►ems � ' ! / �' pop— 4 229f7p02905�S`['QCKPILE � l p � x 45.48 Woodrow MacDonald.- 229BA013 �.�,�' ca'V �, �l` � +r __ - - -•- !I �,�� BERM TO REMAIN --� - Blueberry DURING PRIMARY .'. % �\ �f Properties, Inc. ��• ��o, O� �ry EXCAVATIGiST WASTE 25 BUFFER 229BA012 David P. &Joyce 5laven �` �� ' �Q. � � 1 r„� I '^~ �-� :� � ,/ �---� � .:-•.•-•. � � �' � STOCKPILE 2290002905 �C;' r j, PROPOSED BOTTOM �$ I 4,� ELEVATION — 7. a' � •.:::. � � , r � I V I I e �N WER !r RIM ELEV = 21.95 �� r l . ` 36" RCP . INV. IN = 1.2.10 r I r OR Suntrust Bank 2290002906 SILT FENCE Co INV. OUT = 12.00 ` `' Pauline Graham • • � � � � + � �,� PLAT R, P 30 22900016 : --• - -�--• � � � � � � � � ��f .-••. Imo.• .. f.. � � Of 49 j BL Partners, LLC 2290002801 ❑ sa' 12a' =awrr�r��►✓�� ! fir*+,..y�� r+K �.� �� ter}• r�•�� ter' _ems ��'• ��r�� ===�` 9 Co v � � 1 I l WETLAND AREA A ?PROVED 1\110 1\ EIP IN ORIGINAL PERIG`IT. ALL � ; � � -• PERMITS TO BE OE TAINED f BY OTHERS. r g3 J � 1 J Gray Lynn Ludlum 2290002803 LEGEND ae SILT FENCE —DIVERSION BERM wISTONE OUTLET X 32.6 CS EXISTING SPOT ELEVATION ,)D— -=- -- EXISTING CONTOUR PROPOSED CONTOUR I NOTE: I WATER MAY NOT BE TRANSFERRED OFF -SITE FROM THE MINE PIT. WATER MAY BE TRANSFERRED l FROM ONE AREA OF THE MINE TO l ANOTHER DURING EXCAVATION. l DIVrRSiON SVIIALE TO SCALE NEW PERMIT APPLICANT: BLUEBERRY VENTURES, LLC 60 GREGORY ROAD, SUITE 1 BELVILLE, NC 28415 NOT 25' BUFFER 1. ADJOINING DEED REFERENCES BASED ON INFORMATION FOUND IN THE BRUNSWlCK COUNTY 7A7( OFFICE. 2. ELEVATIONS BASED ON MEAN SEA LEVEL. 3. ONE FOOT CONTOURS. 4. "EXISTING CONTOURS" REFLECT 1999 TOPOGRAPHIC SURVEY. RECEIVED MAY 24 2913 A_If7 FECTED ACREAGE TABLECATEGORY ACREAGE STOCK PILE 13,546 SF OR 0.31 AC WASTE PILE 4.580 SF DR 0.11 AC HAUL ROAD 41,326 5F DR 0.95 AC EXCAVATION AREA 461,477 SF DR 10.59 AC BUFFER AREA 118,417 SF DR 2.71 AG UNAFFECTED AREA 286,155 SF OR 6.57 AC TOTAL 925,201 SF DR 21.24 AC .AND QUA 1TY SECTION i k 229BA041 TEMPORARY SILT FENCE , , Alan � Properties, Inc. � i 2298A033 033 � v 4 { Kelly Todd &Mona Lafontaine NOT TO SCALE 3 /M 2290002907 2290002904 1 LIMITS OF t Jean Acker Co AFss0WE 200.13 EXCAVATION PLAN VIEW r 50' MIN. 6" DIVERSION TO DIRECT RUNOFF FROM R/W SECTION VIEW TEMPORARY GRAVELED (SEE DETAIL) Stephens Corp. William Brown 2290002901 CONSTRUCTION ENTRANCE NOT TO SCALE ' � :. �� `.....M'-�� ►ems � ' ! / �' pop— 4 229f7p02905�S`['QCKPILE � l p � x 45.48 Woodrow MacDonald.- 229BA013 �.�,�' ca'V �, �l` � +r __ - - -•- !I �,�� BERM TO REMAIN --� - Blueberry DURING PRIMARY .'. % �\ �f Properties, Inc. ��• ��o, O� �ry EXCAVATIGiST WASTE 25 BUFFER 229BA012 David P. &Joyce 5laven �` �� ' �Q. � � 1 r„� I '^~ �-� :� � ,/ �---� � .:-•.•-•. � � �' � STOCKPILE 2290002905 �C;' r j, PROPOSED BOTTOM �$ I 4,� ELEVATION — 7. a' � •.:::. � � , r � I V I I e �N WER !r RIM ELEV = 21.95 �� r l . ` 36" RCP . INV. IN = 1.2.10 r I r OR Suntrust Bank 2290002906 SILT FENCE Co INV. OUT = 12.00 ` `' Pauline Graham • • � � � � + � �,� PLAT R, P 30 22900016 : --• - -�--• � � � � � � � � ��f .-••. Imo.• .. f.. � � Of 49 j BL Partners, LLC 2290002801 ❑ sa' 12a' =awrr�r��►✓�� ! fir*+,..y�� r+K �.� �� ter}• r�•�� ter' _ems ��'• ��r�� ===�` 9 Co v � � 1 I l WETLAND AREA A ?PROVED 1\110 1\ EIP IN ORIGINAL PERIG`IT. ALL � ; � � -• PERMITS TO BE OE TAINED f BY OTHERS. r g3 J � 1 J Gray Lynn Ludlum 2290002803 LEGEND ae SILT FENCE —DIVERSION BERM wISTONE OUTLET X 32.6 CS EXISTING SPOT ELEVATION ,)D— -=- -- EXISTING CONTOUR PROPOSED CONTOUR I NOTE: I WATER MAY NOT BE TRANSFERRED OFF -SITE FROM THE MINE PIT. WATER MAY BE TRANSFERRED l FROM ONE AREA OF THE MINE TO l ANOTHER DURING EXCAVATION. l DIVrRSiON SVIIALE TO SCALE NEW PERMIT APPLICANT: BLUEBERRY VENTURES, LLC 60 GREGORY ROAD, SUITE 1 BELVILLE, NC 28415 NOT 25' BUFFER 1. ADJOINING DEED REFERENCES BASED ON INFORMATION FOUND IN THE BRUNSWlCK COUNTY 7A7( OFFICE. 2. ELEVATIONS BASED ON MEAN SEA LEVEL. 3. ONE FOOT CONTOURS. 4. "EXISTING CONTOURS" REFLECT 1999 TOPOGRAPHIC SURVEY. RECEIVED MAY 24 2913 A_If7 FECTED ACREAGE TABLECATEGORY ACREAGE STOCK PILE 13,546 SF OR 0.31 AC WASTE PILE 4.580 SF DR 0.11 AC HAUL ROAD 41,326 5F DR 0.95 AC EXCAVATION AREA 461,477 SF DR 10.59 AC BUFFER AREA 118,417 SF DR 2.71 AG UNAFFECTED AREA 286,155 SF OR 6.57 AC TOTAL 925,201 SF DR 21.24 AC .AND QUA 1TY SECTION .AND QUA 1TY SECTION V N � o� � ADZ 06 J V) vo v W Dare: 03da, Scale: 1" = GO' Drawn By: JCR Checked By. ICRIACL Fool A PC) P', R [OVAL R ECEIVE 2011 THIS PLAN IS NOT ISSUED FOR LO CONSTRUCTION WITHOUT AFF17fEC CORPORATE SEAL. Cq ZLU - SEAL 'lifis d[R+*w tll1a11 tent be rr}fredltretl Ilt ><+'nq;e of to parr sl'F!n-n!r[ C1 ECEa PROJECT PJO, 190n. i 3 114� a° a SITE P4GGOT ROAD NC 179 BEACH DRIVE Roo 54 48 44 44 38 36 34 32 30 28 24 22 20 18 16 14 12 10 6 2 0+00 CR 0 S S SECTI� / `` ' F O 20' 4a' O 15' 3fl' � �°? sr .W 65'17� 1 L LAKE VIEW at BRiCKLANBiNG PLANTATiQN HORIZONTAL SCALE VERTICAL SCALE PLAT S, PAGES 23fi-237 Arthur Rastelli I Blueberry f { Alan Dorer ` Properties, Inc. 229BA041 / 3 , 229BA033 Kelly Todd & Mona Lafontaine ! WITH A PERMANENT VEGETATIVE 2290002907 2290002904 ALL DISTURBED AREAS SHALL BE STABILIZED " COVER ACCORDING TO THE REQUIREMENTS LISTED IN THE NPQES Jean Acker , t478..z402 J�t99; 2'09"E 2pD.13 STABILIZATION TABLE SHOWN ON THESE PLANS. THE CONTRACTOR MAY USE 17 j , 229BA032 6945 TH AND SCHEDULES SHOWN BELOW HOWEVER IT IS RECOMMENDED METHODS EQULES S THAT THE CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO f Elizabeth Thomas . •� �� - _' ��` rt•"' SITE SPECIFIC CONDITIONS, 229BA017 g-1 ! Joseph Wyzkosk€ ' S6 3$ A. CULTIVATE AREA TO A DEPTH OF 5". ! I 229BA031 B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE. DB 948 195 C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE. �� •. :-•• •.,. F.•r: _.. �_._ _._ _/ r" / f �_ 45 ~� S06,i3'17"W �� ._.- i. :_.• .--: .` '�� f lT ^� �.. --J-- - , D. SOW GRASS SEEDS AT THE FOLLOWING RATES: '.'.'. :'•._ ,• N6a, I jt' _�� - •�_•:•�,: _ ..r..• - fff. f ' .!f - -`_ sr. 1 KIND RATE PER ACRE COMMON BERMUDA GRASS (UNHULLED) 20 LBS. 1 fa 4 •~. - - ''•'. - ' ' '- I/f � ' ' 'RIM ELEV = 23.3' COMMON BERMUDA GRASS (HULLED) 12 LBS. `� N a --. -• ; - • --- - �•.�� '' / - �_ _ I PENSACOLA BAHIA GRASS 50 LBS. - 45.48 ... .�. .�-/ - �n Stephens Corp,KOREAN LESPEDEZA 25 LBS William Brown � � ��i` �• �" �' � - •� � � •� t f TALL FESCUE 3O LBS. �'. � J � - �• f �_.. � ' 1 P �} .`... �. ! r � � �' � f�r -; p, 2290DD2901 229BAO1B I ~ 1 f ��y�••• •• �`y F %� � /' � a �I �^ r ( f i ' 36" CMP �'-��`" '�'� - ] '' f 1 I 1 1 +15k►1 E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE. 1 ,�`�'�- I INV. IN - 20,00 `%�, INV. OUT 19.60 AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL MEASURES INSTALLED, THE CONTRACTOR SHALL START A REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN. ■ �, ��f, -. �� li r�� QQ Terry Dorsett ' ( I ! �1�i�� i �]" CaTrLI gatedSteel•� _ 1 ,t' � � 1 l3 � y l _• J � 1��.�3 229BA015 f ' ��X� g � 1jjl Judy Bullard S fJ ram^ f._,.. i �S -� j i' 2290002905 � �o ry . � � . f ' . }, - �_..,_ _ . _ . �` � f f ; , -1. _- ram' ; r f g-f� r � ._. -__ __' �jI • �_ ]' - 1 2 Woodrow MacDonald o�i• �_-4 'r f I! - J 1- -�� l 11 r l 229BA013 Fr" - � /� � � '•,� 4O t Blueberry �3t 5 / •� �'� Properties, Inc. 12gA J . - 1 I ' `� - 11 229BA012 /�r ski° _ _ �� f f �' -- A 1 I / � ! � _ David P. &Joyce Slavers Blueberry�!f /�% �. r f r ��-`.- �r� 4 { 2290002905 ro nc. 7�°33Q1f CROSS C ICON. _ 5� 2298A011 9 1s6'�$ CROSS SECTION A STA:4 1 r 5TA:3+92.44FF. .. 4 f l j Suntrust Bank f L 2290002906 xx LIP r EIP RIM ELEV - 21.95. 1 -` - 36" RCP TNV. IN 12.10 j INV. OUT - 12.00 Pauline Graham .: �� -- • _ � t '� � '� � 1.y � 1 � r � -_. __..._ .__ T � { PLAT R, Pg. 30 Gray Lynn Ludlum M1� 2290001E 1 (j 1 ~ ; _ 2290002803 III - NPOES Slwm..1" Dt.d. Puma to CWWKW� ■dfAM 04cW1) NCOENIPJD,Wbn d wstw QnMy 4. Z BL Partners, LLC 2290002801 1 l I VICINTY MAP NO SCALE PERMANENT SEEDING SCHEDULE LEGEND - -30--- EXISTING CONTOUR PROPOSED CONTOUR .4TI�i� • �E'I�Y $'�,t�yILI71141�Ff�A141ES WE AREA DESCRIPTION WA91LMMN YIMEFRAAI£ EXC,EP-noNs Pertaleter dikes, sweles, ditches, slopes 1 deys None High Qdelily Water JHQWj Zones 1 days None Siopas steeper shoo 3:1 T days If sio"s are t0• or lees En length and are not steeper than 7r1. 14 days am .11vwed. S"s 3:1 or Halter 14 days 1 days for alopes greater than 50' In length. AN other arose wish afopea Better Shan 4:1 14 days Hone. except for perimeters And HQW Zones,, 1. POND SHALL BE STOCKED WITH BREAM AND BASS. ALL LANO NOT UNDER WATER WILL BE PERMANENTLY VEGETATED WITH GRASS. 2, ALL BUFFERING SHOWN ON C I (GRADING PLAN) SHALL BE RETAINED AS PART OF THE MINE RECLAMATION. NEW PERMIT APPLICANT: BLUEBERRY VENTURES, LLC 60 GREGORY ROAD, SUITE 1 BELVILLE, NC 28415 1. POND SHALL BE STOCKED WITH BREAM AND BASS. ALL LANO NOT UNDER WATER WILL BE PERMANENTLY VEGETATED WITH GRASS. 2, ALL BUFFERING SHOWN ON C I (GRADING PLAN) SHALL BE RETAINED AS PART OF THE MINE RECLAMATION. NEW PERMIT APPLICANT: BLUEBERRY VENTURES, LLC 60 GREGORY ROAD, SUITE 1 BELVILLE, NC 28415 Revisions 6-�3-[r3 I V .( �o'u 0 v7 o ro Q � O E Q �C)Z LU > c� U_ U j �(�(} Cz •••� ' ,'I LU ' ��;,, �.: '%'iiy�= �. tom': ? �-CG:j,I„�, ... 4. - 01 • 0 t�C "t C LU 0 00 W Z o .f-.. U t w 0Z 0 t- of av 4__ V) C3 W V1 a W rr ll V 1'� n r jLn�nrf, � Np� � w s. nn� V H Date: _ 4a3J13 Scale: 1" 60' Drawn By: JCR Checked By: JCR/ACL THIS PLAN IS NOT ISSUED FOR CONSTRUCTION WITHOUT AFFIXED CORPORATE SEAL. SEAL C2 0 2011 This drAHng Oat[ not he rr J-!red in whrk or in PAO tvitll�!It