NCG020679_OTHER_20060202

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. CCo OD V)
DOC TYPE HISTORICAL FILE
❑_�fONITORWG REPORTS
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WETLAND AREA NOT
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NOTE: TI-IS DITCH / BERM FOLLOWS THE WESTERN /
DOPER-Y BOUNDRY. THE BERM ALONE WILL _
FOLLOW TI- E REMIANING PROPERTY BOUNDRY,
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XCEPT BORDERING -WY 53 WHERE THE BERM IS
IL
A NOMINAL HEIGHT OF 10' AND 50 ' WIDE.
NOTES: _ .
LEGEND.
1 ) TOTAL MINEABLE AREA UNDER ORIGINAL PERMIT APPROX. = 72.5 ACRES +/-
2) TOTAL MINEABLE AREA UNDER NEW PERMIT APPROX. = 173.5 ACRES +/-
ell
3) TOTAL MINEABLE AREA APPROX. = 246.0 ACRES +/-
•
f PONDS
4) TOTAL EXISTING WETLANDS AREA APPROX. = 184.4 ACRES +/-
5) TOTAL EXISTING 404 JURISDICTIONAL WETLANDS AREA APPROX. = 181 .8 ACRES +/-
- - - C/L OF CURRENT DITCH
C/L OF FUTURE DITCH 6) TOTAL EXISTING 401 ISOLATED WETLANDS AREA APPROX. = 2.6 ACRES +/-
7) TOTAL PROPOSED WETLANDS IMPACT AREA APPROX. = 43.72 ACRES +/-
POWER LINE
- PROPERTY LINE 8) TOTAL PROPOSED 404 WETLANDS IMPACT AREA APPROX. = 41 . 11 ACRES +/-
STATE 101 BERM AND PHASE 1 QUARRY CROSS
SECTION
9) TOTAL PROPOSED 401 WETLANDS IMPACT AREA APPROX. = 2.61 ACRES +/-
ROUTE FENCE NOT TO SCALE
MINEABLE AREA BORDER LL \g_
2030 BACKFILLED OVERBURDEN
'' 12
„.----OVERBURDEN
1 0) TOTAL RIPARIAN IMPACT AREA APPROX. = 11 .92 ACRES +/-
WETLAND AREA NOT TO BE IMPACTED 3 TO 1 SLOPE 1 2' MARL
11 ) TOTAL NON-RIPARIAN IMPACTAREA APPROX. = 31 .8 ACRES +/-
18' ROCK
. 404 WEILAND IMPACT AREAS (PHASE 2) 12) MINIMUM DISTANCE BETWEEN MINEABLE AREA & SHELTER CREEK = 122 I- I +/-
8' MARL
20' ROCK
13) AVERAGE DISTANCE BETWEEN MINEABLE AREA & SHELTER CREEK = 1000 I- I +/-
ivie-lokoorlii*, PERMITED AREAS MINED IN PHASE 1
-17UTURE QUARRY FLOOR N,,,,L
---,
1,?5' 250' 500'
MINEABLE AREA (PHASE 2) 0 nairsisviamomi
- 401 WEILAND IMPACT AREAS (PHASE 2)
Figure Project: Title: vIN :-ABLE AR ±A
MINEABLE AREAS WHICH WILL NOT BE 1 .Shelter Creek Quarry LLC WALTON ENGINEEKING
MINED
Revision Date: 03/17/2010 Date: 03/19/2008 _ ,, =Scale:
1 approx.
250'
_ Drawn by: RMW/DAT/JRH Project #: 200328
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Name: PIN HOOK Location: 034° 38' 05.9" N 077°45'04.7" W
Date: 10/31/2005
Scale: 1 inch equals 2000 feet
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Copyright(C)1997,Maptech,Inc.

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NOTES:
0,0 REEK
TOTAL MINEABLE AREA IN PHASE 1 APPROX. = 72.5 ACRES -4-/-
sot„, MINEABLE AREA 1N PHASE : APPROX. 179.5 ACRES +/- SkiCI.TER
1
TOTAL WETLANDS IMPACT AREA APPRO'.. = 33,46 ACRES +J-
ESTNATED MINEABLE AREA APPROX. 252 ACRES +/-
STATE(mull 53 PHASE 1 0UARRY CROSS SECTION
LEcENo: NOT TO SCALE /
BERM AND FENCE
a xi'20 ,. ,. ... .. CRDIINO.1T,L .. ...
12' OVERBURDEN
BACKFILLED OVERBURDEN
PU+'IOS ` 3 TD 1 SLOPE
PRESENT QUARRY FLOOR 12 MARL
A,.7.4(11)
;2' ROCI( cd
+y _. C/t aF CIME:11 DIICM
6' SAND /r
c/L Or lu [tk lUiiYCN
FUTURE 'I({
• 0UARRY FLOOR I
POWER t4/E 28' ROCK
- - PROPtRTT LWr
--.... 0RE'=1,.;'Y µ11H0+TI3E0 IUPAC1S/
1- µ,w-wl[1E C1W,NELS
61440.B1C,SEA FOVEA
L .1 ' +n01.M0,wt.M0110 or u+PAC1(a 0 300' 600' 1200'
"""" y..r...siiiiimammaiimmui 1
' wr11AN0 INPAcr AREAS(PY•ASC V.
V N• -L
PERIr1YED AREAS µINFO L»PHASE +
1 , ,.....!.,E,..(PRASE 11 Figure Project: Title:
1 Shelter Creek Quarry LLC MINEABLE AREA WALTON EN+3n'TEERIN�j
t
Date: 03/28/2008 j Scale: 1"approx. =600' I Drawn by: RMW/DAT rProject t: 200328 _
vl."
i

f f -
, %.
` " b _ Ste, ,.
•
�:; , _ :{
ISOLATED WETLAND C y- Y
�` r
ISOLATED WETLAND . — `
'itd a �i A S± , PHASE I
ACR
— Ja *, 'ei$ T-„' ` :__2,,,4_,,,,,,,-
B= 0.11 ACRES± PROPOSED ��
. ,. (6969.6 `S.F (4 91 ,6 S.F. s, ■
'} ) bNITORING WELL
,.. : ny, ; '. ,
:. .:.` :, WETLAND A = ;F- . ,-
,,,,,,, ,, ,,,, ilk-*,
,-ter7: ",
S }
c ._, (3484a8 S.F.) la
::,.,„,„,A;,,,:C:: R E,
_ WETLAND Q 1 .2
` ', „,_, C/L OF 50' BERM
• .,-, BENCHMARI'.
5 ' _ �5 ft EL. 19.7 ET.
r 1. \, . 200 f t - - .. -
50 ft
� _. . sillS ..- , - . -,....
.r
ta-
4
_ -_.,, ;-, ,,-,... --c --;f:::._
. = X DIVE OVERBURDEN
_F _ ""�� 1 S19CKPILE WIT- SILT
WETLAND D = u FE_ ;CE AT 50' RADIUS
-:
1 .4 ACRES± -''� "`�-� ?'-.�,.._., . . .
- (609844.F.) a ► - / w ��OTE: VA SON OF • •TER FOR WETLANDS
,, .. F ROAD RAISED 2.3' 0, P AND Q '
" _ _ cr- r
_ . = _; ;:. OFFICE
'Ae
WATER FOR WETLANDS ;:
s �: 4.9 ACRES_ ,
A,B,C,D AND E PROPOSED ,.v .,..._: _,.-=:. y°
,..,,t,.:
MONITORING WE - _ (21 444 S.F.)
•
�� B_2 �k p/ vw 1 1 i NEAREST OCCUPIED HOME
- 5STOCKPILES © n
-.. 0 , - lor,_ , * --t,,,
w . _ it 40' HIG- x 106' f (STEVE HOLLAND S)
DIAMETER EA. _ _.,r_
PROCESSING AND --
,:
iTOCKPILING AREA
\A/AS-1 WATER -'.
WETLAND E : POND LAND O — - -I
3,8 ACRES± _ # B-4 - B J (230868 5. = it1/4****-1.-„,v1 B_6- � '•- ' ,
I i .4
65528 S.F.) x, 4 .
MA,!TEIENCE - 4-� i
•
,.
BUILDING AND
ND OFFICE AREA . . �/ �h-,_ ) 1 „.. _ _ '
_ ..
. „, . .
,_ _,
Vb' U /110 ,:
,.
0 - = \ ! r
1- B--7. - 1.95 A `* -ES± ,
. . IF, .: , 41 i;
`y 84942. S.F.)
WETLAND J = : , 4,-
0.49 ACRES± - 4, Aft
(21344.4 S.F.) V W 6 (03, c,. WATER FOR ETLANDS
K,L,M, A D N
0 V W 5
VW 2
VW 1
WETLAND L = :.
°1 0.11 ACRES±
•
t (4791 .6 S.F.)
- Au 4
t
WETLAND F -
1 .4 ACRES± __ _ . SYSTEM , -41
- = (60984 S.F 'a e - - - - -- K _ �- ..,�� 1\- - - - - - _ --- - ,-:" ---- . _. - _ _y - -_ _ - µ . - - ;,N -1-1 E A { , _ ffrio''r
_ : ° u . "CORE -
s.
A-02
50 ft ii
<` MAITENANCE
i : _
-- ,.= ROAD
4.,.'
__ ...., „,,,_ ,„
i .
, , „ ._
r .,
. .
„ _
= .'h=. — , ...
t .. V UU WETLAND N k -7-s>,"
-
,: ik' 0.25 ACRES± \_, ;
¢4 0.7 ACRES± 4
. (10890.0 S.F.) 11
'''t ',-.,:f; -- * '-- . . ..
c t"s
WETLAND I }= - a��
1 .5 ACRES± ,
(65340 S.F. 44; -.,.
_° ,-.
WATER FOR WETLANDS 50 ft - E .._;
G, H AND I _ , w:" --:.: :-t=i
. x - .. _ — ' .- :k, Au 5 _; " . "
„; :,1141*-,',
,' 7;11111 ''14' .'„‘4.1. - 1 ,„. ilf 'il' -A:004. VL- , .
-I. 7. * i 1-1.._:*,,' _---„,,. ., _.- ',,,__,,,,,,,,:,_ ....„,--- ,.:-L-.'...?-7.1,14: -1,-; ii.s1,,,, ,• s:-',_,,..4"---- — .
,... ,
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f't,,,ii''' I
-, - ., - - - _ _ _ :::0001k_ f -
. . - Q - t ate• p� 4- $: i _ '' p"�_ fi
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-
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AREA NOT EVALUATED P * -' - = ;: ;.
- - -'- . .PARCEL
_ - ———'i"ems. .,,�- ;x'�" f-+e.U..' _- ,.__ ._...a,..._... ._ ... _ .> - - _ =`€-ate ;3•i ,,,4,4,_,._,:4-.-r.,' .:
m i,
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ile
TAX PARCE L
BOUNDARY ! .,
' , , '4t ,::::,,„ '.7 ,:.,4 7-' ***
\ ' .
,, -
- 7 =_ _fit :— -_ t- <} -
:'_,:ni't:*'a:,,-_,.441:414.1
IF—
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- _
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."
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.
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:'`e" .'__,,t4%tet`„
TA
` - _ _-; t
V. ,,.
5- _,
Wi ' _. ' '
r
`•
\OTE: SILT FENCES TO 3 =
USED ALO\G . T. 53 A\ D AS
10 ft BERM AND FENCE \ -C ES SA Y
GROUND LEVEL •
OVERBURDEN
20' 30'
(WORKING FACE) \,>) SETTLING POND DETAIL
I BACKFILLED OVERBURDEN 28
STATE ROUTE 53 3 TO 1 SLOPE BENCH 1 WASHED PRODUCTS
I (WORKING FACE) • A —' SILT FE\ CE DETAIL
MINED OUT AND BENCH 2 30, (.0 -i
WATER WATER o ENSHE
RECLAMED (WORKING FACE)
I Qji.r3RY FLOOR • --
DR3VE STEEL P05LjS 1$" INTO GROUND ATTACH WIRE FENCE TO POSTS AND
AND EXCAVATE A 6"X 6" TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 6"
20� (i�.ONG THE LINE OF POSTS. WOOD POSTS INTO THE EXCAVATED TRENCH. SAND
QQ IN DIAMETER MAY BF USED.
r SCREW INVER =10'
NNN
— —
�:` ■,I I
•� �•� WEIR SOILING POND
_ — • BETWEEN
U (��;���Q Iiii ,1 SAND
IIAS 1 QUAY CROSS S _CTIO \
POSTS ' •'r •■� '�;'
4"Zgral.Pjatialplift II 3 DECK INVERT=9'
.,g� II SCREEN Q
\OT TO SCALE - ` -
STEP 3.1 6"( I 1Lc.(2)
ATTACH THE FILTER FABRIC TO THE WIRE BACEFILL THE TRENCH AND COMPA('FENCE THEL k
E
NOTE: THIS CROSS SECTION REFLECTS FABRICA6" INTOND THEHE TRENCH BOTTOM OF THE BOTTOMIOFFTHELY SILT FENCETOPSOHTHUi
ACTIVE MINING AND NOT RECLAMATION RUNOFF IS FORCED TO GO THROUGH THE
FENCE AND CANNOT GO UNDER IT.
NOTE- CLOSED SYSTEM NO DISCHARGE
LEGEND:
NOTES: - - ll>.. i
•,°". .,, .a `..
C/L OF 50' WIDE BERM TOTAL MINEABLE AREA IN .�" � �-¢ M,
PHASE 1A AND 2A APPROX. = . : .,
NEW PHASE 1 A MINEABLE AREA BORDER 72.5 ACRES +/- sfcTtor� -- 2:, SLOPE 2111
:, SLOPE WEIR 10' 2:1 SLOPE 2:1 SLOPE
NOTE: &ottm of filter fabric must be
OFFSET 50' FROM WETLANDS HEIGHT: placed in trench and secured by
712;L',:1:-,
STEEL P0S7S eitherbackfillino wiil15 'TOTAL WETLANDS IMPACT AREA rmaterial and tappingP,a�,� I II I II II II 20' _ i i _-- i I I _I i i WIREFENCEIHDGE" washedstone to aheif 6" Aabove ground lever. "T AFILTERFABRIC 1 III III III -I III i III I iI III q � '
APPROX. = 24.4 ACRES +/- BOTTOMOF WIREFEAND III_III111II IIII I11I IIIIII-III II I -III IIIII III 1 I1 III-III ' '
wj :::. _ FILTERFABRBURIEDI 111I 111 1 I 111I I1 1_l I I 111-III _ I - 1I 111 11 111 1 I III 1 1
MINEABLE AREA BORDER I III III II III I III I III III I III III- III I I_IO %� yt�ti' 6" 1N EXCAVATED TRENCH. I
ESTIMATED MINEABLE AREA SITE f�� :,; �� r i
G -.,.�1Y�'Tr STEEL POST DRIVEN IS" INTO GROUND GRJUND
APPROX. = 182 ACRES +/- n LPL GROUND
a� ISILT FENCE]
WETLAND IMPACT AREAS 53f
FLOOR —5' BELO GROUND LEVEL
LOST REVENUE TO 70 ACRES �O c v5 H'
NOT MINED APPROX. = .; cn�" SETTLING POND CROSS-SECTION
$250,000,000.00 2J
0 V W — 1 EXISTING MONITORING WELLS f
ALL STORMWATER AND MINE i-
DEWATERING WATER COLLECT
IN THE MAIN SUMP TO BE SITE LOCATION MAP
PROPOSED MONITORING WELLS
0 � UW - 9 REDISTRIBUTED TO PONDS OR
NOT TO SCALE
LEVEL SPREADER.
FLOW ARROWS AT LEAST 43% OF ALL MAIN
SUMP PUMP WATER GETS
DIVERTED TO POND AREAS AS
NECESSARY.
Figure Project: Title:
\ 3DS Vcp
0 200' 400' 800' 1 Holland's Shelter Creek Quarry VVALTON ENGINEERING
Date: 01 /23/2006 Scale: 1 " approx. = 200' Drawn by: RMW/DAT Project #: 200328

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TURN LANES
TURN LANE
E P
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fir___--_ fi ,.
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4t.:
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WETLANDS . �x
-_. : \
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h- = '^a"' ^`x-��., '1. r ___ _ _ v_ f `'='t, vt_t�7 y'.jt�' J ':"`'
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x`-�. _ -
af
TURN LA�I-S - _
TURN LANES -
LEGEND
0 C- 1 , C-2 Control Points Figure Project: Title: --�- `
0 MW- 1 , MW-2, MW-3, MW-4, Pro S e c t ' 1- ascs MW-5, MW-6 Monitoring Wells Shelter Creek QuarryWALTONENGINEERING
2
Date: 3/04/2004 - Scale: Not to Scale Drawn by: RMW/DAT Project #: 200328

VICINITY MAP TO WARSAW �p
NOT TO SCALE y y� JACK50NVILIJ PRELIMINARY ,0,0 .. w J
0 - THIS IS A COMBINATION NOTE: THIS PLAT IS FOR eat
THE SOLE PURPOSE OF SHOWING DELINEATED WETLAND NOTES: �"'
OF DEEDS AND PLATS ACREAGE; NOT PREVIOUSLY SURVEYED: THIS PLAT DOES NOT CONFORM TOGS I) PARCEL BOUNDARIES WERE COMPILED 2 lb'- o ••
47-30 AS AMENDED AND IS NOT FOR RECORDATION, CONVEYANCE, OR SALES. 3) WETLANDS WERE FLAGGED BY SOIL � � o z
0 INTO ONE MAP. TI1I5 ` FROM RECORDED DEEDS, PLATS, AND ENVIRONMENTAL CONSULTANTS, PA, O II 1
\ 2 OTHER PUBLIC RECORDS FOUND IN THE IN FEBRUARY, 2005. a A - a
HOLLY SHELTER CREEK j TO HOLLY MAP DOES NOT FENDER COUNTY REGISTER OF DEEDS. 4) REFERENCES:
53 �A RIDGE REPRESENT AN ACTUAL FOR VERIFICATION OF PROPERTY NCGS MONUMENTS "MONA" $ "ANN"
'C�1i� v SURVEY. ,� v LOCATED INBOUNDARY, TDH(I�EXISTING CORNERS
UB-METER GPS. yWERE 'EE REFERENCE TABLE ALSO. Z
rJ- ('�"E5)'THIS MAP IS INTENDED TO ACCOMPANY
2003 BEARINGS DISTANCES SHO PREVIOUSLY SUBMITTED MAP SET ENTITLED
'PE F�. , cnr a rox ::• 532.14'25.e ARE APPROXIMATE AND HAVE NOT BEEN ; "WETLAND
pp � 75.09 , DELINEATION SURVEY' FOR HWY 53
BURGAW i 1.,; ,.i,
�,� VERIFIED BY ACTUAL PROPERTY SURVEY. / QUARRY PROJECT LOCATED IN FENDER Co
"f 2) THIS MAP 15 NOT A CERTIFIED Sl1RVE`4...___ COUNTY. SHEET NUMBERS I-12. _
/4;:
P" �. + 5 01 70.105�'42'E HAS NOT BEEN REVIEWEI7-BY A (L
TOTAL ACREAGE: �3 LOCAL GOVERNME► LA NCY FOR w Q
398.0 ACRES ± ��z6.61z49 w COMPLIAN�E�V�VI'1`H ANY APPLICABLE _ 2
LAND Q@V LOPMENT REGULATIONS.
�G �� s. 12.iTw "� 519.2 I•E sT�HEN cFHOLI�wD THI ''(S NOT A BOUNDARY SURVEY. O
B Pw#3372-86-5525 REFERENCE TABLE �/ W
WETLAND ACREAGE: N� •� PB 972/PG 147 DB PG Q
18 I .8 ACRES ± '• w
STATE OF NC �. Iz
PIN#3372�5-1686 s7�8se 739 855 z
DB 2282/PG 164 Yy.. �! N '86.89' E 559.45'ITe ; 957 329 I!_l J
i 16.6rii
`� ` Cop
ISOLATED WETLAND /�/ �i fi N3C54'36 E s2To'E n
•,"-"" `r. f3.IT \ 972 I47
l(3
ACREAGE . �� ''�� / '?,, �� NORTH - NAD 83 994 184 z ztu
vs
'A 2. p�2p
4'Wes/ N 01 1i6.62'•E '1 ^ J O
2 . 6 ACRES ,yri- /�� / �� it ,
j
i SCALE : I" = 400' 1587 _ 229 = O ,
, , r/'� ,p'; 2522 053
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I, ELISABETH G. TURNER, HEREBY CERTIFY THAT THIS j / 4P4 ci
DRAWING 15 A COMPILATION OF DEEDS AND PLATS r / ' ro95T w o
FOUND IN THE FENDER COUNTY REGISTER OF DEEDS, • 1 a''
s2 • O
AND THAT THIS MAP IS NOT FROM AN ACTUAL SURVEY, ,�f• �I0 J 1as w
AND THAT THIS MAP 15 NOT FOR RECORDATION, * •j • , U
CONVEYANCE OR SAI FS. THIS MAP 15 INTENDED TO +. �j �•�� i'�'��,`____; '�
ACCOMPANY WETLAND BOUNDARY MAPS PREVIOUSLY t:•,. '�� o►e►///��.�-. • \`` ;
PROVIDED TO USAGE FOR DEPICTING WETLAND ' �
BOUNDARIES. WITNESS MY ORIGINAL SIGNATURE, ) 1 v 4 I .
REGISTRATION NUMBER, AND SEAL THIS 26th DAY OF . i ,0
AUGUST A.D., 2005. .i'� i U
f ..-9 _ RICKENBACKER
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�� v.9r cAu r�ln��� j ' �' �� �� 1 S$D ENTERPRIZES OFi1'iBOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
NW / °EOEe°73 DESCRIPTIONP0 5s _�J \I `�` WILMINGTON, LLC
WATER ACT A5 DETERMINED BY THE UNDERSIGNED ON THIS DATE. 1 I PIN#3382-0 I-3880
UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED STATE OF NC :�� 1 1\ �\ DB 2 145/PG 183 = Git)
PIN#3372-2 I-0968 •
REGULATIONS,THIS DETERMINATION OF SECTION 404 JURISDICTION i��
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MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM �'�'�✓ \ 1
THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 N 83.12'26'W On 0
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CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL. . 5 , 136.50 \\ i r„1
NAME: / .CPU 7,' \\ I
if/
� JAMES NUT
TOWERS PROPERTY LINES ALONG `� TEPHEN C. HOLLAND
TITLE: Ret0.'�(�JCchl15 PIN#3372-91-2138 CREEK INDEFINABLE �� i PIN#3382-01-3406
DATE: ci !J 200 I '`:` �> DB 1 587/PG 297
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PHOTO AND ALSO FROM TAX Ci ;114
PARCEL MAP.
02005 Soil Environmental Consultants, PA. All nghts reserved. i��. i'l
+F. 1

ISt�LA _ISOLATED1VET LAN D A .... ,_t ,,, . .
k
.. WETLAND B , itc., ,,, ,
4,,,,„ ,
.,...
—D +0 .8 ACRES_
0 . 11 ACRES_..-,
- - ..te** v.% ..vi iptr -4-11110.
:w
, . ..4,. .., '***4 r = 4, *. ' ,='=
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4 , ..."
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OFFICE AND
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STOCKPILING AREA OCCUPIED
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OVE3U . DE\ A
3EMV A\ D FE\CE
STATE ROUTE 53
28'
BENCH 1 — — — y
— — — 3AC <FILLED OVE3U DE\
10' 2 TO 1 SLOPE
30'
Y ........(
30 ' 20 ' 3E\ CH 2
QUARRY FLOOR \\\\ k \\\\\
20' _____ A
_____:
L �- GI- \ D .
P AS
QAHHV CROSS S C 0 \
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1--
NEW PHASE 1A MINEABLE AREA BORDER
OFFSET 50' FROM WETLANDS
� s
'`ri.
yam' Cu V
NOTES: �a���� a �0S��zp
.042=1***iiiiiisNitifty
TOTAL MINEABLE AREA IN ���''� ,
MINEABLE AREA BORDER PHASE 1 A AND 2A APPROX. = �Vi � �
-;2 5-ACRES +/- 0 200' 400' 800' `�
TOTAL WETLANDS IMPACT AREA
APPROX. = 24.4 ACRES +/—
WETLAND IMPACT AREAS =STIMATED MINEABLE AREA
APPROX. = 182 ACRES +/- Figure Project: Title:
RI- V SI- D V \ I- AB _ E
Holland QuarryLOST REVENUE TO 70 ACRES A
NOT MINED APPROX. _
5250,000,000.00
\a‘tro 0 cL , Q 1% cr•
Date: 10/28/2005 Scale: 1 " a rox. = 200' Drawn by: RMW/DAT Project #: 00328

OCT\,3 ?Da \-ol' l''np (c
...._ _ _.._
_ _
„12,,,„__,L.,. .., ,..,„...)
Mt
1. ;Ql'^,UTY SECTION
ISOLATED ISOLATED
WETLAND C = WETLAND = _ _
0 . 1 6 A RES± 0 . 11ACRES±
„__,„:„ .
-, , , ,,,, -,-,,„- WETLAND A = ,,,,
i , ,_ . , '',..4--AW
0 .8ACRES±
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, ,,, _ .....„ ,,,,„.„.„„.„<„,-..,: WETLANDQ = ? .,
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t
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ETLAND o
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111/4
e .
LEGEND: NOTES:
NEW MINEABLE AREA BORDER
OFFSET 50' FRON WETLANDS TOTAL MINEABLE AREA IN
PHASE 1A AND 2A APPROX. =
42.9 ACRES +/-
O �i 0(. ) ,j0C
MINEABLE AREA BORDER
TOTAL WETLANDS IMPACT AREA
PREVIOUS MINEA:B_E AREA APPROX. = 24.4 ACRES +/-
BORDER
ESTIMATED MINEABLE AREA
ra
APPROX. = 182 ACRES +/- Figure Project:
SF \ I- ABLI-
,„,,,.„:„„,„...„,,,,„„,.„„,„,,,,,r4.,
Title.
NON-V1INEABLE, PRIOR HI- V D PROPOSED WETLA�.�S�S �� � � ��� k HollandQuarryLOST REVENUE TO 70 AC DES NOT MINED APPROX. = 1A R I- A WALTON WETLAND IMPACT AREAS
$250,000,000.00
ENGINEERING
Date: 10/28/2005 Scale: 1 " approx . = 200' Drawn by: RMW/DAT Project #:
1 200328
i

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LEGEND 41r.
0 C- 1 , C-2 Control Points
O MW- 1 , MW-2, MW-3, MW-4,
MW-5, MW-6 Monitoring Wells
N
Berm S R r II H Li
Silt Fence
Existing Iron Pipe
Wetlands
0 50' 100' 200' 400'
P AS - 1 QAHHPA \ V W
OVE3UDE\ A
BEfV A\ D FE\CE
STATE ROUTE 53
28'
B -\CH 1 _ Y
- FI LED OVE� � U � 3E\ \
BACK L A
10 ' 2 TO 1 SLOPE
Y I 30 '
30 ' 20 ' BE\ CH 2
�Y FLOO QUAY ----A 20'
Y
ASQARH CROSS S C 0 \
P
NOT TO SCALH
Figure Project: Title:
2
Shelter Creek QuarryPase 1 Deta 14/TALTON ENGINEERING
Date: 3/17/2005 Scale: 1 "=200' Drawn by: RMN/DAT Project #: 200328 _

. .Y �. '...... ,...:;•?-----'- `
' act. ti., { 1-`, et,'' ,`- 4-..:., ?• i
x} VICINITY MAP TO WAZSAW TO i f4 . _'. r. .. ,•
+ 1
NOT TO 5CALE y ILL JACK50NVE - I, ELISABETH G.TURNER, HEREBY CERTIFY THAT T115 SURVEY WAs\�;--b- Nr, Li_ c�J ; 7� - Z
' �' DRAWN UNDER MY SUPERVISION FROM AN ACTUAL-SURVEY MADE t- -''' • IL. 1r c :1 I
o ,e UNDER.MY SUPERVISION; THAT THI5 MAP DOES NOT REPRESENT A - `' `Y
�• BOUNDARY SURVEY, AND IS NOT FOR RECORDATION. WMTNE5 MY Z o z°
ry tNis
ORIGINAL SIGNATURE' REGISTRATION NUMBER, AND SEAL THI51AY " ° O ; u �,
hZO WETLAND AA = a9ISOLATED �`� OF uqu A.D., 2005. �. .
HOLLY SHELTER CREEK co T HOLY RIDGE 0.54 ACRES± yv ,L f
�r 3 / 4',. ISOLATED
- �1 CA ;p�
N . •�� / WETLAND13S - JJ,, t.,,, /,, • z ,
LINEAR WETLAND AREA = Z : ELISA ETH G.TU ER, P L-4440 �r� 9 Q
SITE G 4 I 0.24 ACRES±- O --i
O.!2ACRE5± { Qc� % • a z
EN. SEA }. o 0 D
BURGAW WETLAND V = -`� ,\ WETLAND CC = - L-4440 j 11— O
!.2 ACRES± ' �� ` 4.9 ACRES± ,� 7)/./ W
WETLAND U --
A ' �.� \ I \ 'C ! C�. ��{
0.8 ACRES±- 4) �� s 1 5 W
_›�'� % ' �I i ` • %1 ❑
ISOLATED J . \ m
WETLAND C = i:0jl LINEAR WETLAND �� ��i' \ WETLAND M = U Ili
0.! I ACRES± ° �•f ` '6'6 AREA= 0.12 j \• �.." o• \ 3.4 ACRESy- Z
-, i ACRES± "/
A'BWETLAND 2 ����� 'w \\\ BOUNDARY O O
ACRES± -` i -
o = W
11.01
5
' fu
J ` s. 2 �� WETLAND DD = - Z j
°`� / 5.3 ACRES± �� WETLAND Z- W
. / •' 3.8 ACRES± v
oo
TOTAL ACREAGE.
I -.rt. . u u u �7J
+ / WETLAND G = .� ��� ° n
3 98 . 0 ACRES •.� �. ACRES • _ ,', 8ISOLATED '•s, % / % ��'�'I /�� a
WETLAND D - / , ?R.Q, -' •ae�� pp"a
• O.i 6 ACRES± / _ +�+'
WET LAN D ACREAGE. / - ! qR
Q, ACRES
�f F C, + ;/� WE 1 AND L S 5 - -
I I . CJ r1L 1\L-.J �� �I�� I 1 9.2 ACRES± •
WETLAND X - �� +�
I ��/ • ii�.'.�•, / 23.8 ACRES± a a
ISOLATED WETLAND WETLAND H = \\ .�� .. / (,)
5.9 ACRES± , '\ � /
ACREAGE : � a n 1
2 . 6 ACRES ± WETLAND . -__�..,`__. / °'
0.24 ACRES_, / �
T1-1I5 CE' TES THAT THIS COPY of THIS PLAT A URATELY DEPICTS THE Off z
0
BOUNDARY THE JURISDICTION OF SECTION *04 OF THE GLEAN ��
WATER ACT A,S E7ERMINED BY THE UNQERSI. ED ON THIS DATE. .\a � / i
UNLESS THERE I' • CHANGE IN THE LAW 0- IDUR PUBLISHED WETLAND H2O0 ISOLATED �'e �+� / ,.,
'. .
REGULATIONS'THf' DETERMINATION OF C130N 404 JURISD1Ci ION - 1.4 ACRES± _ .,1„
MAY BE RELIED UPO °ORA PERIOD N• TO EXCEED FIVE YEARS FROM �� b
I.5 ACr l S± e,���,••�\ ',- �.♦� % ��•WTH250� F �'• ��� ��`+ NORTH
•
NAME: \ 5�•LE I" - G5O' x
'�a TAX PARCEL
80UNDARY . :
TITLE: a\� . .-, M y
DATE: NOTE: REFER TO SHEET G50 325 0 G50 `
13 FOR NOTES AND \, '�� •
.b
AID #: ek4 • E LI N/ I AKY .�.... _. a GI'S METHODOLOGY r NOTE: Tr FLAT IS FOR THE 50LE PURPOSE OF SHOWING DELINEATED WETLAND ,.. ,• _ - ',s..
• EXHRATI0 DATE: z-a
ACRE•=E; NOT PREVIOUSLY SURVEYED. THIS PLAT DOES NOT CONFORM TO G5 _ '- " >..
• 47 .0 A5 AMENDED AND 15 NOT FOR RECORDATION, CONVEYANCE, OR SALES. _{. '"" '�"�'
e 2005 Soli*Enwonmental Consultants, PA. Ali nglits reserved.
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324397.166 23743 19.87E c05 323777.1 94 237471 8.427 e39 324326.053 2375251,938 43
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324412.165 2374337.232 c04 324293.099 2375311 .266 g44 322785.555 2375583.604 h40 323708.746 237487 I.764 h l 38
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323639.164 2374712.161 e42 324249.659 2375323.678 g45 322798.2 17 2375566.4 17 54 1 323700.279 2374907.542 h 139
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322384.128 2375971.972 h203 322648.409 2376490.329 95 322683.165 2376473.253 k07 3227I 1.721 2376704.202 L04 323762.092 2376655.625 L55 i h
322381 .238 2375989.505 h204 322639.552 2376440.222 JOG 322688.463 2376442.509 k08 322748.514 2376709.554 L05 323736.952 2376659.055 L56 0 a a 2
322371.95 2376015.999 h205 • 322644.285 2376375.593 98 322699.959 2376377.007 kl0 322803.765 2376725.466 LOG 323741.438 2376727.138 L57 °` u_ 1.n
322366.89 2376065.665 h207 322642.38 2376337.674 J09 322694.268 2376314.755 kl I 322838.013 2376734.871 L07 323742.41 2376751 .312 L58
322339.1 23 2376093.867 h208 322643.446 2376266.339 J I I _ 322685.648 2376273.685 k 13 322850.346 2376744.472 LOS 323750.025 2376792.961 L59 © N 322364.164 2376144.802 h210 322645 2376215.547 J13 322698.03 2376257.163 k14 322926.621 2376760.462 1_9 323785.914 2376854.123 LGO
322367.091 2376172.514 h21 1 322651 .075 2376196.663 J14 322650.135 2376220.985 k15 323001.517 2376758.451 LIO 323800.033 2376905.038 L61 Z rs
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322403.114 2376234.023 h2 1 3 322640.059 2376 1 52.4 1 3 J 1 6 322650.344 23761 57.357 k 1 7 323054.836 2376708.559 L 1 2 323962.635 2377006.872 L63 / -
322407.523 2376268.005 1214 322666.636 2376083.353 J 18 322682.099 23761 53.1 32 k 1 8 323060.653 2376656.608 L 1 3 324023.037 2377 102,08 I 164 DZ > i z
322432.701 2376293.795 h2 1 5 322669.423 2376065.886 j19 322689.048 23761 46.07 kl 9 323062.286 2376629.514 L 14 324077.085 2377 1 70.39 L65 - W ---
322427.176 23763 18.295 h216 322673.409 2376039.511 J20 322694,61 I 237613 1.239 k20 32308 1.068 2376600.834 L 1 5 324120.34 2377279.537 1_66 cn Z O�,
322445.051 2376348.805 h2 1 7 322696.478 2375986.363 J22 322692.659 2376116.71 1 k2 I 323081.466 2376618.415 L 1 6 324138.021 2377364.731 L67 01Z
32244 1.064 237635 1.395 h218 322732.365 2375936,455 J24 322700.75 2376082.28 k22 323090.144 2376635.521 Ill 324153.284 2377395.304 L67? 0 l W 0
322415.596 2376325.736 h219 322757.769 237591 I .392 j25 322703.951 2376069.028 k23 323120.064 2376658.939 L I 8 324163.806 2377400.10I L68 CO 0 O
322370.478 2376326211 h220 322788.452 2375887.892 J26 322725.028 2376034.345 k25 323163.64 2376663.091 L20 32-4272.377 2377395.528 L68
322320.22 2376286.908 h221 322505.181 2375864.2! J27 322742.564 2376001.432 k26 323 199.552 2376644.767 L2 1 324350.86 2377397.537 1_69 in z n U
322287.032 2376288.066 h222 322525.996 2375849.612 J25 322,752.12 2375964.524 • k27 323243.044 2376609.813 L22 324414.443 237739I .12 L70 > Z i
322246.432 2376307./78 h223 322878.631 2375824.135 J30 322782.972 2375935.537 k25 323299.45 2376585.01 L23 324468.68 2377397.454 17 I 0 Q
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322219.895 2376275.787 h224 322943.615 2375798,61 J32 322820.048 2375919.458 k29 323363.618 2376554.286 124 324501.313 2377403.576 L72 W
322202.477 2376218.124 h225 322951 .705 2375797.326 J33 322556.053 2375590.857 k30 323470.333 2376550,421 L25 324560.883 2377417.763 1.73 = � _1 Ill
322201.394 2376 1 59.762 h226 323002.974 2375774.92 J35 322922.966 2375853.769 k32 323532.704 2376542.249 126 324579.298 237743 1 .796 L74 tt ep
322245.203 23761 13.168 h227 323071 .997 2375753.92 J36 322543.307 2375844.126 k33 323549.397 2376542.275 L27 324599.358 2377438.715 L75
322254.673 2376062.045 h228 323134.533 2375808.16 8 -i
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322246.043 237601 6.027 h229 323157.826 2375821.292 J39 322997.796 2375833.959 k35 323545,219 2376505.077 L29 cLvt tt L28 324655.04 2377427.117 L77 o r U J
322223.313 237599 1 .939 h230 323234.48 2375854.942 J4 I 323031 .191 2375828.505 k37 323582.47 2376560.086 L30 tt L27 324655.305 2377352.727 L78 u
323269.284 2375892.083 J42 323081.676 2375834.1 68 k38 323633.746 2376587.88 13 I 324723.858 2377320.065 L78 2nd n. 9 .n
322032.267 2376 1 98.394 h250 323308.798 2375934 J44 323 1 23.273 2375845.895 k39 323666.325 2376606.378 L32 324760.581 2377298.629 L79 4 9
322071.538 2376191 .509 h251 323341.488 2375962.331 J45 3231 22.736 2375845.225 k39 323698.377 2376623.782 133 324797.766 2377301 .759 1.80 04 i Q
322122.899 23762 1 3.433 h252 323343.222 2376005.555 J46 323158.758 2375875.499 k40 323722.573 23766#3.169 L34 324589.259 2377374.277 18#
322129.445 2376262.562 h253 323357.045 2376066.243 J48 323195.472 2375597.692 k41 323745.772 2376596.325 L35 324936,754 2377424.229 L52 a n
322082.574 2376293.269 h254 323358.514 2376057.717 J49 323229.559 2375931.843 k42 323757.981 2376569.002 L36 324978.987 2377417.081 L84
322069.145 2376344,587 h255 323368.018 2376132.012 J50 323253.966 2375936.44 k43 323756.175 2376521.715 L37 324950.758 2377443.057 L84 1_5=1_53
322006.924 2376341 .296 h256 323381.725 2376162.571 51
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321907.307 2376405.959 h258 32335 1.637 2376241 .676 J53 323306.529 2376039.867 k4G 323595.023 23764 18.884 L39 324853.1 1 2 2377532.981 L87 Q
321867.907 2376398.486 h259 323330.962 2376242.471 J54 323301.219 2376068.405 k47 323526.58 2376348.371 L40 324825.375 2377551 .2 L88 U
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323269.483 2376303.503 J56 323253.732 2376133.072 k49 323956.961 2376274.536 L42 324730.045 2377526.142 L90 41
323257.396 237631 9.1 06 J57 323266.57 23761 58365 k50 324001.992 2376157.014 L43 324696.57 2377505.699 L91 Q " E o
32324 1.008 2376350.568 J59 323233.969 2376208,199 k5 1 324030.734 2376217.1 1 3 L44 324663,922 237750 I.867 L92
323210.176 2376387.16 JGO 323222.078 2376243.039 k52 324024.102 2376270.392 L45 324642.062 2377485.568 L93
3231 59.52 237641 3.06 J61 323199.813 2376265.93 k53 32401 2.703 2376303.365 L46 324625.1 59 2377479.321 L94 Q .
3231 59.594 2376446.202 J62 3231 77.185 2376317.844 k54 323958.502 2376348.3I5 L47 324606.876 2377458.501 L95 ttrd 6 •ci
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323I07.581 2376532.278 165 323077.775 2376500.582 k60 323891.876 2376497.735 L50 324520.554 2377479.777 L98
323100.313 2376559.647 J66 323062.278 2376524.687 k6# 323849.957 2376520,118 15 I 324505.465 2377470.172 L99 s
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324475.959 2377459.552 L1 00 32401 6.71 3 23781 44.33 L 154 3239 19.081 2378455.252 L 205 323569.895 2379 1 99.027 L 255 322961 .958 2379362.455 L305 N. R w ?o
324451.056 23774-57.032 LI 01 324037.583 2378144.777 L 155 323871 .153 2378522.085 L 206 323528.56 2379 1 93.659 L 257 322939.865 2379353.641 L309 c .0 tY
324421.158 2377466.203 L 1 02 324048.618 2378153.15 L 155 323835.557 23785 1 8.175 L 207 323451.516 2379 1 93.273 L 258 322944.248 23794 1 8.555 1.310 0 ..
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324352.462 2377459.57 I L 1 03 324028.58 2378178.496 L 157 323792.262 2378526.397 L 208 3234-59.305 2379 1 50.804 L 259 322950.007 2379465.075 13 1 1 u m p ;1 N u
324344.509 2377442.653 LI 04 324045.289 2378203.417 L 158 323756.176 2378500.635 L 209 323440.734 2379 135.874 L 260 322976.264 23795 19.66 13 12 0 o m 3 s
324305.315 2377435.522 LI 06 skp105 32401 5.525 2378154.594 L 159 323730.834 2378456.539 L 2 1 O 323423.395 2379 104.205 L 261 322992.11 2379555.147 L3 13 rl " in
324273.832 2377437.437 1_1 07 323995.718 23781 53.595 L {60 323584.174 2375443,445 L 21 I 32341 6.545 237907 1.904 L 262 32301 6.51 1 2379593.325 1.3 14
324245.887 2377442.553 L 108 323975.402 23781 30.245 LIOI 32355 1.393 2378472.452 L 2 1 2 323390.355 2379045.402 L 253 323034.085 2379529.535 13 15 0 CO
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324220.945 2377437.634 LI 09 323950.721 23781 64.29 1 L 152 323506.404 2378515.012 L 2 1 3 323390.397 2375956.705 L 254 323044.648 2375569.796 L316
324195.269 2377439.724 LI 10 323909.594 2378194.212 L 163 323568.439 2378550.1 28 L 214 323406.412 2378959.029 L 265 323028.1 79 2379594.229 1317
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32408,5.494 23775 1 3.039 LI 12 323800.1 88 2378300.249 L 165 323592.374 237861 1 .81 5 L 2 1 6 3233E59.803 2378810.761 L 267 322393.1 94 2379582.73 1_3 19 L/ ILI 1-- Q
324091.996 2377535.765 LI 13 323787.803 2378356,703 L 156 323647.227 2378638.524 L 217 323375.301 2375755.345 L 268 322955.97 2379723.567 1320 Li , Q z
324089.361 2377589.246 LI 14 32381 9.526 2378355.557 L 1 67 323687.947 2378535.223 L 2 1 8 323320.782 2375795.1 63 L 259 322908.55 2379720.267 L321 l- 2.--. -
324131 .724 2377597.932 LI 15 323851 .147 2375379.972 L !Go 3237 19.285 2378553.3 14 L 2 1 9 323279.571 2375840.849 L 270 322885.027 2379701.209 1322 •< 'a z_ ❑
324171.156 2377528.404 Li 1 6 323875.899 23754 1 2.028 L 159 323770.574 2378690.978 L 220 323248,759 2378903.685 L 271 322860.574 2373663.711 1_323 n{ E DZ
3241 91.666 2377554.717 LI ;7 323950.234 2378432.045 L 170 323597.271 2378759.402 L 221 323238.43 I 2378982.279 L 272 322810.649 2379545.509 1324 �J c� lii O
324240.922 2377682.015 LI 18 324022.989 2378400.829 L 171 323673.029 2378742.525 L 222 323255.715 2379034.34 L 273 322600.755 2379659.887 L325 CO 121 O
324304.8G 2377695.244 LI 19 324059.271 2378404.315 L 1 72 323644.792 2378594.09 L 223 323257.304 2379064.54 L 274 322765.561 2373557.932 L326 t (> U
324303.985 23777 1 4.715 LI 20 3241 1 7.036 2376,424.191 L 1 73 3236 1 5.4 1 2 2378654.925 L 224 323256.021 2379 1 02.855 L 275 322747.732 2379541.39 L327 Z ❑
324204.441 2377592.419 L1 23 3241 54.6,63 2378443,526 L 174 323559.1 78 2375627.345 L 225 323251.217 23791 35.57 1.27G Z 1
322712.547 2379607.814 L328
324142.274 2377658.951 LI 24 324231 .819 2378431 .02 L 176 3235 1 2.684 237861 8.936 L 226 323253.725 2379 1 67.853 L 277 322702.152 2379552.753 L329 a Q
324091.285 2377640.702 LI 25 3241 92.291 2378429.457 L 1 75 323457.171 237865 I .783 L 227 323254.434 2579205.08 L 278 322577.645 2379565.835 L330 = ❑[ W
324057.844 2377554.413 LI 26 324254.766 2378456.485 L 1 77 323450.259 2378700.236 L 228 323283.04 2375235.222 L 279 322650.755 2379525.468 L331 W
324103.21 2377728.501 L1 27 324297.6,1 6 2375483,508 L 178 323477.01 6 2378745.316 L 229 3233 1 3.907 2370273.1 55 L 250 322625.598 2379492.505 L332 Z
324133.523 2377778.463 L128 324334.75 2375504.419 L 179 323485.108 2378787.003 L 230 323319.51 6 2373310.53 L281 322587.477 2379485.015 L333
3241 35.645 2377558.527 LI 29 324373.827 23755 15.048 L 180 323497.986 237881 9.82 1 L 231 323398.484 2379325.895 L283 ii
322594.459 237953 I.696 1_334 (n
3241 22.587 237791 2.634 L130 324400.055 2378535.008 L 181 323535.787 2378829.154 L 232 323385.55 2379355.659 L284 ii o ,,
322583.5I6 2379570.324 L335 �,
3241 34.89 1 2377936.985 L 1 3 1 324460.533 2378570.52 1 L 182 323572.963 2378849.83 L 233 323382.11 2379377.533 L285 s
322600.417 2379597.314 1336
3241 59.198 2377952.702 L 132 324500.538 2378504.188 L 1 83 3236 1 1.499 2378887.439 L 234 323407.1 86 2379395.773 1_286 322641 .255 2379622.05 L337
324181.034 2377908.548 L 1 33 324537.370 2378541.22 L 184 323575.803 2378938.391 L 235 32345 1.444 23794 1 4.094 1_287 r 9
322634.595 2373681.227 1338 a 1
324196.406 2377910.011 L134 324558.809 2378666.35 L 185 323550.08 2378917.551 1.236 323450.442 2379432.686 L288 322594.742 2379692.868 1339 „t
324209.03 2377934.642 L135 324505.296 2378656.897 L 185 323528.24 2378878.917 L237 323537.179 2379445.255 L289 322525.373 2379662.683 L340
324204.725 2377954.645 L 136 324485.256 2378642.531 L 187 323483.61 I 2375553.55 L 238 323589.458 2379452.325 L290 d N
322451 .568 2379617.229 i.341 CI �,
324178.748 2377951 .191 1137 324442,824 2378504.947 L 188 323460.474 2378532.805 L 239 323588.409 2379610.01 2 L291 V.
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324171.515 237801 5.256 L 1 39 324391.171 237861 9.399 L 190 323439.705 2375746.428 L 241 323482,187 2379593.555 L293 322344.527 2379566.375 1_343
• 3241 99.87 2378047.91 6 L140 324350.449 2375643.51 9 L 1 9 1 323421.901 2378723.21 3 L 242 323434.1 26 2379597.831 L294 322276.1 49 2379483.488 1_344
3242 1 4.229 2378077.55 LI 41 324352.053 237,5679.404 L 192 323408.209 2378745.342 L 243 323420.656 2379624.7 1_295it 322309.403 2379448.604 L345 0 A
322294.875 2375400.124 L346
324230.629 2375087.666 L142 324329.61 2378694,777 L 193 323410.7 2378796.175 L 244 323370.921 2379529.921 1296 V I.
324224.559 2375092.627 LI 43 324287.361 2378653.202 L 1 94 32341 5.55 1 2375840.909 L 245 323325.387 237961 3.344 L297 322279.645 2379356.472 L347
322323.996 2379199.082 L350 'iZ
324207.497 2375078.4369 11 44 324259.398 237861 3.585 L 1 95 323435.335 2375900.556 L 246 323258.803 2379605.233 L295 t
322292.375 2373067.92 1352 1Z n 4 2
324186.813 2378076.143 1_145 324249.227 2378552.134 L 196 323452.63 2378945.886 L 247 323250.617 2379513.508 L299 i g
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324161.107 2378036.932 L146 324246.596 2378524.135 L 197 323471.571 2378975,712 L 248 323217.022 2379594.146 1300 322303.4048
3241 35.51 5 2377399.408 L1 47 324232.78 2378487.725 L 195 323496.585 2379025.31 2 L 249 323 1 91-503 2379590.207 L301 322269.557 2379017.22 L354 end 1
324108.826 2377958.559 L1 48 324200.23E 2375476.276 L 199 323520.081 2379071 .998 L 250 323155.32 2379542.1 82 L302 # i
324086.101 2377944.59C 11 45 324156.159 2378479.887 L 200 323555.012 2379 105.99 L 25 1 323137.243 2379507.3 1 4 1_303 ,
324033.44 2377980.455 LI50 324105.349 2378477.74 L 201 323573.333 2379135.045 L 252 3231 16.841 2379473.55 L304 I,.
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323982.632 2378072.8 12 LI 52 324018.759 2378436.139 L 203 323633.123 2379 176.794 L 254 323038.856 2379404.014 1306 �yy
324001.05 237812 1.361 L!53 323984.817 2378444.812 L 204 323605.021 2379203.71 4 L 255 323004.546 2379359.17 L307 1, `q g
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325005.063 2378055.216 mO 1 322634.266 237661 9.541 501 322031.227 2376760.61 I tO i tt t33 322096.257 2379602.99 xl 32537 1.076 2375762.151 vO I zr
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324954.889 2378057.268 m02 322633.259 2376635.749 503 322105.1 2376733.167 t02 322 136.455 2379620.308 x2 U o uj n J Cir
324926.07 2378095.878 m03 325288 2375814.97 v02 r 0
322625.189 2376662.875 s04 322151.795 2376699.237 t03 322146.715 2379656.817 x4 325251 .817 2375895.71 I v03
324926.029 2378122.874 m04 0 0
322573.459 2376712.935 s06 322194.172 2376677.665 t04 3221 I7.357 2379667.905 x4 °
325385.395 2376090.208 v04 o Z
24886.019 2378156.99E m05 322534.295 2376739.035 507 322209.567 2376612.602 t05 322I73.705 2379650.533 x5m
324850.589 2378133.94 m06 - 322515.55 2376767.11 508 322202,946 2376556.797 tOG 322204.25E 2379688.453 x6 325455.0326 2376115.91 v05 o m g ° ur
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324818.095 2378197.731 m07 322492.854 2376784.304 509 322125.145 2376609.729 t07 322263.637 2379722.763 x7 325549.59E 2376078.97 v06
324751.729 2378225.87E m05 322472.273 2376535.244 510 322079.335 2376640.59I tO8 322321.88 2379743.457 x7 325551 .969 2376345.81 7 ditch 6'
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324758.719 2375278,323 m09 322442.718 2376892.98 51 I 322014.156 2376669.544 tO9 322404.221 2379761.697 x9 325354.505 237E I I i.447 ditch 6'
3247 1 7.898 2378335.421 m 1 0 322420.909 2376950.691 s 1 2 32 1976.09E 237667 1 .583 t!0 322471 .23 2379779.50E x 1 O 325114.87 2375649.238 ditch 6'cL end g z
324664.486 2375400.474 m! I324542.6QE 2374753.23 e0d O W
32243! .84E 2376991 .678 513 321938.864 2376684,201 tl f 322522.827 2379792.673 xl I o
324659.778 2378452,334 m 1 2 322404.818 2377014.48 514 321895.625 23767 17.257 ti I 322571.106 2379801.28 x 1 2 325050.336 2375607.01 ! eOd
324665,249 2375493.822 m1 3 322430.036 2377086.843 515 321872.48 2376751 .373 t13 322631.101 2379821.6! x I 3
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324702.293 2375503.323 mi4 322434.637 2377248.832 518 321836.316 2376789.898 t14 322690.388 2375536.092 x14 326070.266 2376745.291 aa01 Z
324783.016 ,2378458.4 1 2 m l 5326009.066 2376709.837 aa02W -
322407.318 2377327.966 s20 32I816.602 2376780.853 t15 322751.442 2379831.54 x15 : (1)1- z ❑
32495 1.055 2378422.346 m1 8 322359.519 237731 6.848 s21 321777.77 2376772.055 tI 6 32281 6.284 237-9839.41 9 x!6 325984.038 2376736.594 aa03 _
325022.67 2375427.733 m 1 9 325955.848 2376797.06 aa04 v -
3223! I .283 2377321 .271 522 321753.998 2376754.632 t17 322891.533 2379846.619 x17 0 W O
325114.556 237841 3.21 7 m20 322243.976 2377330.964 s23 321732.1 76 2376773.776 t!8 322940.021 2379850.423 x1 8 325967.759 2376822.67 aa05
325 152.655 2378383.685 m22 322166.453 2377374.295 525 321688.97 2376797.1 12 t 1 9 323000.03 237985 1.771 x 19 325946.674 2376909.595 aa06 cr)UT) ❑ 0
325331.885 2378330.602 m25 325904.65E 2376936.487 aa07 U r
3221 17.698 2377402.042 526 321665,58E 2376879.394 t20 323102.942 2379850.594 x20 Z ❑ U
325348.243 2375294.998 m26 322081.147 2377465.382 s27 321702.633 2376853.483 t21 323220.57I 2379833.15 x21 325920.593 2376982.85 aa08 z 1
325373,066 23782 13.646 m27 322077.5 12 2377530.035 s28 32 1724.573 2376904.971 t22 3233 1 0.74 23798 1 5.368 x22 325959.67 2376926.384 aa03
32535 I.591 23781 66.696 m28 322042.675 2377584.533 s29 321699.484 2376920.859 t23 323393.237 2379802.744 x23 325996.025 2376931.713 as I O U T
325383,44E 2378040.E 17 m30 326108.452 2376839.879 as 1 2 W
322003.157 2377640.145 530 321661 .663 2376919.207 t24 323453.67 2379772.427 x24 Q W `
325356.1 74 2377985.638 m3 I 32 1986.955 2377722.139 531 321 658.064 2376989.394 t25 323545.495 2379758.878 x25 326 108.549 2376794.277 aa!3 �LJi.
325314.767 2377997.378 m32 321909.801 2377813.063 533 321657.909 2376993.846 t26 323590.676 2379732.855 x26 •
urt
325283.419 2378013.996 m33 321892.601 2377537.668 534 321736.685 2376974.629 t27 326249.453 2377176.889 bb01
y
32521 5.099 2377997.095 m34 321548.773 237784 I .043 535 32!790.938 2376939.1 I I t28 323885.997 2378752.36E 21 32624 I .973 2377 1 22.731 bb02 o
325190.531 2377941.174 m35 321814.84 2377837.637 s36 326211 .815 2377094.983 bb03 321819.279 2376903.379 t29 323785.482 2378765.223 z2 0
325180.875 2377943.343 m36 326198.334 2377070.684 bb04 a C 32 1754,037 2377783.775 537 32!885.094 2376852.75E t30 323653,1 1 6 2378930.67E z3326200.498 2377025.173 1,1,05 u
325163.343 2377999.262 m37 321693.472 2377750.627 s38 321907.384 2376509.726 t3 1 323720.649 2378957.955 24
325 123.36E 2378020.348 m39 32 1669.565 2377733.818 539 326 1 69.7 1 8 2377002.935 bb06
321946.088 2376784.522 t32 323556.35 2375005.178 z5 ` a
325057.558 2375032.845 m40 321644.743 2377642.95 540 321980.536 2376784.542 t33 323919.347 2378962.904 z6 326140.649 2377025.52 bb07
325061 .875 2378079.58E m4 I 326142.59 I 2377066176 bb08 g a
32!61 7.539 2377585.534 541 324048.1 57 23790 15.894 z7
3251 17.057 2378067.41 1 m42 321 555.031 2377519.258 s42 324855.733 2374576.867 u0I 324074.402 2375970.7 zg 3261 65.24E 2377090.788 1,1,09
325 197.34 1 2378054.432 m43 324773.609 2374599.934 326195.996 2377 1 15.934 bb 1 O r
32 15 10.56$ 2377457.106 543 v02 324 13 I.522 2378925.932 z9 326 1 82.427 23771 59.405 bb 1 I . + F.
325262.633 2375084.066 m44 321493.71 2377463.068 s44 324733.553 2374645-.046 v03 324078.393 2378899.654 z!0
325288.153 2378143.117 m45 32 1447.383 2377427.132 545 324723.932 2374696.916 u04 324064.044 2378853.419 21 I 3261 47.282 2377172.715 bb 12
325286.51 3 23781 99.287 m46 321406.13 2377385.32E s46 326!40.952 2377199.1 93 bb13 324741.495 2374730.253 u05 323972.863 2375864.214 zI2V
325257.486 2378288.038 m47 321362.497 2377377.324 547 324786.314 2374729.27I 906 323949.256 2378773.699 z13 326189.953 2377189.409 bb14
3251 69.699 2378272.753 m48324817.038 2374753.73 f u07 323789.495 2376749.817 a i 3262 15.933 2377 195.83 bb 15 w
321270.746 2377287.795 549 p
3251 06.452 2375271.981 m49 321223.803 2377273.1 1 1 s50 324840.589 2374751 .07 u08 323771.796 2378733.34 zz2 F N
325089.53$ 2375230.11 m50 32 1 120.728 2377284.266 551 324536.849 2374853,199 u I 1 323692.855 2375839.1 1 4 zz3 i 41 1 5 o
325044.435 2378242.37E m51 321032.235 2377313.894 552 324855.659 2374880.572 u09 323575.446 2378976..249 zz4
325009.63 2378268.3 15 m52 320954.5 2377346.443 553 324881 .052 2374907.555 u I 0 323665.662 2379 1 54.756 zz5 z
325002.625 23783 19.801 m53 324840.354 2374922.188 v 1 2 323745.361 2379 1 68.01 3 226 Q ;;
324922.275 2375343.655 m54 324880.814 2374934,344 u 13 323952.594 23792 12.523 227 . t �
524871.619 237834 I .662 m55 324310.4 13 2374936.129 u 14 3 24022.79 1 2379200.307 228 a
324836.064 2378300.616 m56 324927.784 2374974.777 u 1 5 324055.369 2379 1 62.553 ' z29
324866.1 67 2375259.643 m57 324954.172 237502# .38 u 16 324076.571 2379027.1 55 a!0 F. ats /
324915.565 2378265.42 m58 325005.955 2375007.76 I uI7 324076.944 2379026.731 z 1 0
324947,83 2378185.327 m59 324971.903 2374342.629 u I 8 324106.3 2378980.585 zaI I 'r 4
325018.345 23781 32.602 mG0 324927.416 2374926.392 ul g 324222.475 2378901.137 of 2
s 01 325036.793 2378107.39 I m6 I tt m01 32495!.056 2374806.755 u20 324217.114 2378,560.135 zzf 3
3249 15.555 2374728.478 u2 i 323996.371 2378696.47 a l 4 r-it-. rx T'""7do ti- -�• N,•-
324844.758 2374688.039 u22 323996.739 2375696.265 zz14 13 4r
324797.636 2374704.79E u23 323998.252 2378695.252 2214 g '' •
K%
43= r , , - %
324786.1 96 2374677.329 u24ttu01 323961.9 1 2 2378641.46 a54!- :15 ) Al t
323952.293 2378542.027 221E _ -_'°'
323938.369 2378453.707 a 1 7 .J �- ' '` �
•
323762.11 3 23757 15.685 a 1 8 :
3238 12.229 2378742.012 a 19 � ,•. .
©2005 5ot1 Environmental Consultants, A. All rights reserved. „§ -

N • E FLAG N E FLAG • a �_-
F ��.,196 23771 63.444 cc01 324455.413 2376069.047 dd01 o " n_i u.
325375.208 2377177.785 cc02 324507.457 2376053.034 dd02 in
GPS WETLAND DELINEATION SURVEYS
NOTES: -' i 0
325373.622 2377053.264 cc03 324543.461 2376115.264 dd03 z° u c, d T
325395.734 2377012.593 cc04 324611 .254 2376165.4303 dd04 eau ' z.,‘
) PARCEL BOUNDARIES TAKEN FROM THE FOLLOWING STATEMENT OF THIS MAPS m o u i) ~
325363.73 2376900.207 cc05 324664.548 2376201.214 dd05
� T 2 I2 ,_
325320.25I 2376763.796 cc06 324 ACCURACY IS BASED ON A DESCRIPTION OF n 709.317 2376234.499 dd06 FENDER COUNTY GIS DEPARTMENT FIELD METHODOLOGY AND INFORMATION
325343.015 2376604.027 cc07 324746.578 2376250.066 dd07 AND WERE GENERATED FROM RECORDED PROVIDED BYTRIMBLE NAVIGATION.
325332.921 2376564.004 cc08 324772.453 2376323.487 dd08 DEEDS, PLATS, AND OTHER PUBLIC z
325340.247 2376497.268 ccl0 324912.798 2376443.534 ddl O RECORDS. BEARINGS * DISTANCES SHOWN THE TRIMBLE GeoXT AND EXTERNAL g Z (n
325326.961 2376469.843 ccl 1 324968.747 2376439.313 dd 1 I ARE APPROXIMATE AND HAS NOT BEEN ANTENNA WERE USED FOR LOCATING W
32538!.288 23764 18.103 cc 12 325061 .206 2376422.178 dd 12 WETLAND BOUNDARY POINTS IN THIS }' a=. I`
325419.976 2376352.439 cc13 325082.41 2 2376443.553 dd I VERIFIED BY ACTUAL PROPERTY SURVEY. STUDY. ONLY THE MANUAL 3-D POSITION Q
325494.002 2376329.075 cc14 3251 15.975 2376490.402 ddl4 2) THIS MAP IS NOT A CERTIFIED SURVEY FIX MODE WAS USED. POSITIONS WERE Z
< _
LOCAL GOVERNMENT AGENCY FOR • FILES PROVIDED BY-THE NORTH CAROLINA D
325473.425 2376300,662 cc 5 325104.539 237651 3.729 dd 15 * FIAS NOT BEEN REVIEWED BY A DIFFERENTIALLY CORRECTED AGAINST BASE Q IL
W
325410.842 2376243.556 cc 16 324393.3 1 7 237601 0.73 dd50 I z (�
•
325225.304 2376330.645 cc22 324320.24 2376039.926 dd51 COMPLIANCE WITH ANY APPLICABLE GEODETIC SURVEY (NCGS). (� ' 1 CZ
325269.601 2376331 .708 cc21 324303.185 2376079.227 dd52 u W 0
325204.914 2376372.526 cc23 324321.38 2376179.955 dd53 LAND DEVELOPMENT REGULATIONS. IN DIFFERENTIAL MODE THE EFFECTS OF ('n 0
325163.541 2376352.169 cc24 324387,056 2376,290.876 dd54 THIS IS NOT A BOUNDARY SURVEY. SELECTIVE AVAILABILITY AND OTHER Ln
325088.786 2376422.281 cc25 324415.186 2376377.505 dd
55 4) WETLANDS WERE FLAGGED BY SOIL SYSTEM ERRORS ARE REDUCED BY USING A z
325 116.506 2376447.18 cc26 324440.54 2376435.709 dd56 ENVIRONMENTAL CONSULTANTS, PA, BASE STATION (1 2 CHANNEL RECEIVER) AT Z I
325 149.932 2376477.528 cc27 324550.088 2376563.388 dd57 A KNOWN LOCATION. THE BASE STATION •
8 >'
325 193.265 2376477.147 cc28 324600.905 2376587.5 12 dd58 IN FEBRUAKY, 2005. COLLECTS DATA AT THE SAME TIME AS THE = u�.s 1- W
325255.688 23765 17.5 cc29 324721.341 2376626.907 dd59 5) REFERENCES: REMOTE STATION (GeoXT). IN TH15 CASE 5 p
325288.805 2376561 .235 cc30 324827.769 2376609.695 dcG0 NCGS MONUMENTS "MONA" $ "ANN". SECOND SYNCHRONOUS READINGS WERE z CZ
324588.902 2376616.516 dd61 l
325296.623 2376606.56 cc31 TAKEN. �- i
325265.56 I 2376590.635 cc32 324944.576 2376620.878 dd62 . E 72 (I)325245.1 27 2376632.92 cc33 324599.453 2376604.775 dd63 HORIZONTAL ACCURACY FOR o o
325234.543 2376663.759 cc34 325069.738 2376668.951 dd64 DIFFERENTIALLY CORRECTED DATA 15 I S ca
1
325 172.09 1 2376700.772 cc35 325079.745 237666 I.998 dd65 METER.OR LESS. IN THIS STUDY ALL - a
325106.444 2376722.87 cc37 325086.464 2376625.098 dd66 WETLAND POINTS ARE COMPRISED OF AT 44 $
325025.747 2376746.476 cc35 325099.1 47 2376586.42 dd67 LEAST 30 3-D POSITION FIXES. m
325068.395 2376806.747 cc39 325095.914 2376574.957 dd i65 g
325149.264 2376940.543 cc42
325039.37 2376527.456 dd70 GPS SURVEY PERFORMED MARCH, 2005. 0 w
325120.099 2376996.993 cc43
325079.184 2377032.422 cc44 NOTE: SOME FLAGS MAY HAVE BEEN
325089.228 2377087.907 cc45 DELETED DURING THE FIELD SURVEY - ` • a
325071.515 23772 17.629 cc45 DUE TO THE FACT THEY WERE EITHER IN
325106.261 2377306.115 cc50 LINE BETWEEN FLAGS OR THE FLAGS V
325 136.3 237733 1 .054 cc5 I WERE HUNG TOO CLOSELY,
3251 67.529 2377383.973 cc52
3251 92.582 2377430.1 44 cc53 0 a 4
325213.435 2377439.749 cc54
325271.9 2377420.642 cc56
325291 .95 2377404.086 cc57 -""-""--"--..-"• Q z
• 1
Cid
02
WIP
S- Syr --- �.
'r=
•.. ...' 4
•
3`,; _
•
@ 2005 Sod t Environmental Consultants, PA. All rights reserved.

OCT 31 2UUb
LAND QUALn SECTION
,
ISOLATED
ISOLATED ,„
WETLAND C = WETLAND — tt. .
0
A RES± O. IIACRES±
1144100-4Powe
WETLANDA =
_._
O .8ACRES±
: : m. WETLANDQ = 4it _
, .,
„„ ,
1 .2 ACRE
.„,„
, .
.....
,..
,3,,,,,, ,------,„.---t!_Jrz,--,--.„,,,,;r1,:,„ ....,
*A ,.
_ ..
__ ,
„..,..„. „-10,-'-.-V--,,,.k, -**9•*.„ *s.
/ 'tt 3,-,. :.,_ '''''''''-`-'5'.'-' — --t ?.7,J;;4'!' —
•
�...
,.... .,...„,..„,...,,,
- 4",7--: •••• 4 9
of
•
___.. _
°*-,°-','-'Z4.:_'N :*"-'*.;',-4.- --,—' °\%b (; ;1
C::::
F.7 WETLANDF (I
Wi'l' RES+ •Ni
,,
ETLANDO . _, \ ,_
_—0 2
Pill , \
— 53 ACRES+ ..,..
h .„,, „
_ _
_
p
_ ,
t„,„
.„,_.,
.. .,..
,„ , _, _ / ,
i : d
le
/ , _ _ - _
WETLAND , _, ,
-3____ , _. _
_ I
D = 1 .4 �
ACRES±
I - .... ,,, _ _
..
if \\: ,,,„•,_
., . _..... _
.,..,„ N
,,.
..,
_ ,,, _,..„,„.
...„
....„ ......_
la
_ : B-6
- — s = u-� FE�- , , -° ' "°0,,,,„„..--,t-'---,* -e,
464
li
_ _ ' Ace• III
Ita ,„m -
N*17- %.*---_--, '''-‘-'(0-, /
_ _C WETLAND J
=$ Au--,_ 049 ACRES p .,A- \
1 �.i
moms� . � B- WETLAND KI 1 .95 ACRES±
• ,
..
‘ t ,
pi,
„,. .
t ,,.... 3 .8 \
, /
,1 1 ii., -..p...�WETLAND E ,,,.. ,
ACRES± . . .
„. t i
t ,.
,„
• .,
• ,
i.
------ek
k.
t„ I \ .
...
,. W.
,
\ it ,,,,
WET LAN D L .,
, .
Au 4
WETLANDF
ii. ''1 ,
•
I ,. •
,...„
/ /
0 . 11ACRES±fQ
.,.
. • •,,,
0 m 24
/ ,
, t _
x ; f ,„,,t
7 , (
WETLANDM — �ACRES± i
CORE _t.
» a•
A-02 0 . I2ACRES±
i i a"'G
n
/ Mqi,..„;`-
,
wE
T L
AV D H \ , „„„ ,
= 0 .251 ,
`
_146,
1
`
•
fi=WETLAND r. ACRES+ ,
„,.„....,.,.•
,,,._
= 1 4 — is
■ 1
ACRES „.„_,,,,,•,,,,,
E
L f\ 1 ::::1177 imam
i = 1 .5
N ,
7;.
‘, \ \
\ 1
, 1 -ti„R
� _ ,,, \
„..„, . ACRES_
,,..
, ,
Au 5v WETLAND H \ \
- .� `[1
N
....
F r
oir
ACRES± . \
C44:::
,1111.1
4
, is.
o
)
/
1 / ,;.,,...,
1
/ li / //1
ir
4 £
AREA NOT a EVALUATED • �.
/ __
,,,/
, ,
.,
„.,,, „
it..7 / ..,
TAX PARCEL „ jau . �_ 7:2", .."- ..,
BOUNDARY `,_. „.„.„ �-'
._
_„
11°L
44
ilk
/ \
if \
/ ,,
4.4116,
fyt
Alt
- .1/14
Ar
19
LEGEND: NOTES:
NEW MINEABLE AREA BORDE
` OFFSET 50' FROM WETLANDS ,
TOTAL MINEABLE ARIA IN
PHASE 1A AND 2A ILPPROX. =
i 42.9 ACRES +/— 0 n n ' 0� '
MINEABLE AREA BORDER
t
TOTAL WETLANDS IMPACT AREA
PREVIOUS MINEABLE AREA APPROX. = 24.4 ACRES +/—
BORDER
ESTIMATED MINEABL= AREA
"`v� '��; >'��_• '-��z�� ;���"� NON MINEABLE APPROX. = 182 ACES +/— `
trz — PRIOR Figure
-,. a� =`a:;. :.;; ,,,, F ,:,„, PROPOSED WETLANDS
&,, a :ut.
Title:
RH V Sb D V \ H AR Lb
LOST REVENUE TO 0 ACRES Holland QuarryWETLAND IMPACT AREAS 1
$250,000,000.00 A R I- A VALTON EA/jiA/EERIN
Date: 10/28/2005 Scale: 1 " approx . = 200' Drawn
by. RMW/DAT Project #:
200328
•
.,

,
i
tiso*ISOLATED IS LATE = oirrik l
VVETLAN A A
' it-
ET _ c _ _ -
�� ET LAN B.
AC 4 E
_ � � PROPOSD
..; k . A R S MON TORING WELL
F F_
- : - , '-'37"--433,-3--- - / 3 -
WETLAND Q = 1 .2 C/L OF 50' BERM
., _ . _ _ . 5 0 f t ACRES±
i - _ BENCHMARK
' '5 ft EL. 19.7 FT.
VE
OVERBURIDEN
r ! .
' /STOC<PILE ...\--.., .
--------7 • ,„_„,
I CORE \ .
/ 50ft
id n- 02
PROPOSEDsi,,Nsssi,
,
' jr -
MONITORING WELL
w - :10#74144111111111 �" s. .. _, .
mo
WETLAND , / w _,
.,� Ili •
WATER FOR WETLANDS
_ a
0, P AND Q
V -
02
111/ .,.. ' ,
AC REST •
::t
CORE /7/ -
_
c-o2 - WETLAND P =
OFFICE AND = ' =
WATER FOR WETLANDS / �,._.. SCALES L. + ,
A, D AND E PROPOSED . 4.9 ACRES_
4.
MONITORING WELLP � /
� `
-_. NEAREST OCCUPIED HOME
IpS
SING AND , �461 (STEVE H OLLAN D'S)
STOCKPILING AREA
r. `.. ` e =
ti - .- 5 STOCKPILES `
40' HIGH x 106'
D AMETEK EA. .002 -1,--
WASH WATER v•r-- ..sic' ---) „„ A ,_ 01,"
,_____D
.: 10
POND4, , 4 y - E 6
.,.
,,. .
PROCESSING AND , °f j A
STOCKPILING AREA � - �..
� .n7 •.,- - _.) . -_,-,
5 STOCKPILES Cam? 4 - - _ -- 411i -
40' HIGH x 106'
DIAMETER EA. . " • `,=t
„. Ilik. ‘ , _,. it* - -
_ "'..'.- : '----,- # ,
-
4.16.0.3— 4;;;; - '-41i--
Ne
'n ~ _ - 5
m�, -4' i fir` _ �" J
� � , . A, ,t. - - .-
Y . -A
WETLAND E _
:b ND 049 f :Y_
�' WETLA J - .
,
3■ ACRES_ y
Y ACRES_ ' VW 6 z 40*--*
, .
§I vW
f
u .. ; _
- it
111"
fib^. gitik WETLAND = 0 w
L . 11 {3 ,. _
*:' B-;
:- ''-----* : .
rt ACRES+
WETLAND F — r x,_
Au 4
.., :
, -_-„,:i .4..
0.24 ACRES± /..- : 2 '
,: '..
_ k \ 3.
WETLAND M = 0 12 a :,::'I'--: N
. , „, .:
: - - -'- .„.. , ,.-- .
f
_" CORE
50 ft _ _ = " MATT E N E N C E AIR ES± _:
_ _ ,4 ROAD
,. v
i = : 7- w n 3 L
WETLAND N_ ,. :
we , _, _. ''''''" .."'!I.'- i I k, . — . : t}
,. VU� 0 25 ACRES
. .,,_ „. _ ,., _„. - f .
e .'
r
.. : WEILANz ': r is k
- = =r
1, all.:„...i..,-;- Aliff-'',' 7141‘-' i'ik-El*
_
i
WETLAND H wy •= _r _ . Y g
07ACRES± ' _ _ r -
444 — \-14* '720/i*
iNir
_ , ,,_• „.=--454 At.- ,,,, , _ ,,
No
.*.,_***A "." , - t '-'_— -' A ' 4':-1-7,7* - - - e, - --- -- .-* :--*-- -',*-40 ..--, 4*-t. ---*,- „ _ ,
_ r
•
_ _, ,
,:
. ., 4#h.-.- .
,. 1" A
.a te e
at
. : .- _ *- t" MONITORINGS DWELL . ,: ."
,** , ._ ... ^, -_4 Y4x'. '', ,.F x _ - _ +4 _�:it'<`'"Y�''',- rF - -a SIP
iie
, .,' ,,- ' .
. •• ,. AREA NOT EVALUATED
. F `' tip-
. ..g
it „
; ii- -* ..":-'''' -4W-7 ---• '
m TAX PARCEL A ,
dt::„ .." _ ,,, ::;,,,‘ 4 ,
,_ „
BOUNDARY , ,,,,7, P '-"ice:::
. der .
44. ,- ' a` _
-* as ... ; n _ _ 'Y - --
4 �= r
_ ',4**4*-40* _ * * - , . -.I," 4.- 84441vH, ;,
}
. *-- . .. Or 2,4-- N.
- Irl:- 4
, i-
il
45
,ice li
-' '
•
%`. _ ,.illy : . ', - .
.4-7 . ---, ' - . ,,- - * 4',44-,4-44- -., _ ' --'' _ -,k. 4--'i:% 4" „ 44, V* ' '4* -,-:; ' ' 4: ' .4:4
'''''4% 1-0 7- • ''',"'' ' . .00,- 7* ,,,. ,,-'1:1,iirt..,i 7,6„'''',04i-"11111,il._* - __441,0211:
:_. s �.,s .. ; -fie ' 4
, '.4 1 4. gas;" _ .:. .
\ OTE: SILT FE\CES TO 3E
US D ALO\ G T. 53 A\ D AS
\ ECESSAY
10 fit --` BERM AND FENCE
GROUND LEVEL
DEN
____A20' 30' OVER
(WORKIN GRFFACE) A
SETTLING POND DETAIL
I BACKFILLED OVERBURDEN 28' WASHED PRODUCTS
STATE ROUTE 53 / 3 TO 1 SLOPE BENCH 1
I (WORKING FACE) \2 __
SILT F \C E DETAIL
WATER WATER SOURCE
SH
I MINED OUT AND " ��
.� 3(
BENCH 2
RECLAMED (WORKING FACE) , TO REPLENI
O POND
•
QUARRY FLOOR , DRIVE STEEL POSTS 18" INTO GROUND ATTACH WIRE I S AN
AND EXCAVATE A 6X 6'" TRENCH UPHILL EXTEND THE BO1. FENCE E•
20 SONG THE LINE OF POSTS. WOOD POSTS INTO THE EXCAVA,. Y. SAND
— IN DIAMETER MAY BE USED. SCREW INVER =,0'
A
WEIR SETTLING POND
MAx. 10'
BETWEENZ
D - A S E 1 QUAY C O S S S E C T I O \ POSTS 3 DECK
SAND SCREEN INVEQ 9
NOT TO SCALE 3'
[STEP 3.1 6" STEP 4.! O1 •
FTL ATTACH THE FILTER FABRIC TO THE WIRE BACK THE TRENCH AND COMPACT T-�Y
NOTE: THIS CROSS SECTION REFLECTS FENCEAND EXTEND THE BOTTOMOF THE THE SOIL FIRMLY TO ANCHOR THE
FABRIC 6" INTO THE TRENCH.. FENCE OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO SO ERR
ACTIVE MINING AND NOT RECLAMATION
FENCE AND CANNOT C.: UNDER IT. -.<i
:.: NOTE: CLOSED SYSTEM NO DISCHARGE
5 ?'. L'ktP :::. -.; !1, lk; :4: .. .
t metal t $
**`ram . I i -!-..,.„
•
LEGEND: NOTES: . - i.
SECTIOPI �°'' �
C/L OF 50' WIDE BERM TOTAL MINEABLE AREA IN 2:1 SLOPE — 2:1 SLOPE WEIR 1 O' 2:1 SLOPE 2:1 SLOPE
NOTE: Bottom of filter fabric must be
PHASE 1 A AND 2A APPROX. = HEIGHT: placed in trench and secured by 15'
M.AX. STEEL POSTS either backfillina with soil 1
72.5 ACRES + MIN materi9l and tarpina or by pla 20 A
/_ �� WIRE FENCE {HOG WIRE" Hashed stone to a height of C I I I __ III III 11 l —�
i
�' BOTTOM OF WIRE FENCE ANDII IIII II III I III II I I il—IIIIII II —II;NEW PHASE 1A MINEABLE AREA BORDER FILTER FABRIC BURIEDI_ III III —III I III ITOTAL WETLANDS IMPACT AREA «.,,. ,`,.,A 6" IN EXCAVATED TRENCH. 111— I111 I11 11 111 11 I1 __ 111 II 1I I IIIIIOFFSET 50' FROM WETLANDS
APPROX. = 24.4 ACRES +/— SITE V�� �` , * `� STEEL POST DRIVEN 1$" INTO GROUND GLREOVELD GROUND
)�' fI T
�o ° — ISILT FENCE
ESTIMATED MINEABLE AREA \RIB 53 'dq >
APPROX. = 182 ACRES +/- l c N V I FLOOR —5' BELO GROUND LEVEL
---4,,N......../ MINEABLE AREA BORDER . Ko- SETTLING POND CROSS-SECTION
=v,
LOST REVENUE TO 70 ACRES = / ��
NOT MINED APPROX. = i�;T
$250,000,000.00 -N
WETLAND IMPACT AREAS c T= LOCATION MAP
NOT TO SCALE
CATEGORY AFFECTED ACREAGE
Tailings/Sediment Ponds f 5 A Cre s
0 V. W — 1 EXISTING MONITORING WELLS Stockpiles . 50 1 c ✓-es
Wastepiles 1 , 5(v A e re s Figure Project: Title:Processingi-
Area/Haul Roads I ) �"e- r e 5 R V S D V \ A B
Holland's Shelter Creek QuarryMineExcavation 6 I , C Acr e s API- A AL TON NINEERIN
I I I _ i
0 200 400 800 Other-'*1 C- e�' ` '7,�' 5 Acres
PS O Date: 01 /23/2006 Scale: 1 " approx. = 200' Drawn by: RMW/DAT Project #: 200 328 DWcs,() c

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NEW MINEABLE AREA BORDER VOTES:
-inn' 400 ' 8 C
,
TOTAL WETLANDS IMPACT AREA - -
APPROX. = 24.4 ACRES +/- 1IIM
PREVIOUS MINEABLE AREA
BORDER ESTIMATED MINEABLE AREA
APPROX. = 182 ACRES +/-
',`�7:-..--, , .k )' NON-MINEABLE, PRIOR
Figure Project: Title:
° "" t' PROPOSED WETLANDS LOST REVENUE TO 70 ACRES R -�I S D \/1 \ I- A B I-
„,,,„
F . _ NOT MINED APPROX. =
250,000,000.00 Holland Quarry ARVVALTON N INEERINWETLAND IMPACT AREAS1
1
A
Date: 6/20/2005 Scale: 1 " approx . = 200' Drawn by: RMW/DAT Project #: 200328

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'� �� ' �S 66� NW�� - - ' ' / 0 \ ` ` s 1on100' S/D 2. EXISTING C.L. COURSE & DISTANCES WERE TAKEN FROM
�N N G'\''' \N C'�'� ' CROSS-SECTION \� \+ 1� A SURVEY DONE FOR "THE NATURE CONSERVANCY:
�-R p\�C-� P\L _ , 0 8
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5 RAM ' ' p ' ` + ACCORDANCE WITH I
3. ALL CONSTRUCTION SHALL BE IN
/ \ \\�1 G \'' N - - - 18.1.9.!— © cj�� + ++ NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
:. K j;� / ' 330 -'�\ 0� `\ STANDARD SPECIFICATIONS.
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Figure Project: Title:
WALTON ENGINEERING
0 40' 80' 160' Shelter Creek QuarryTur . LCe DetcI3 (910) 259-4800
Revision Date: 06/03/05 Date: 04/07/05 Scale: 1 " = 40' Drawn by: J LW Project #: 200328

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LEGEND:
NEW MINEABLE AREA BORDER NOTES:
2n0 ' 4nn ' Q,�I
TOTAL WETLANDS IMPACT AREA
APPROX. = 24.4 ACRES +/—
PREVIOUS MINEABLE AREA
BORDER ESTIMATED MINEABLE AREA
APPROX. = 182 ACRES +/—
Figure Project: Title:
� � NON—MINEABLE, PRIOR RI- VE1- D V f\ AB I-
,,,,,,,„0,,,,,,,,,,,,,,,,12.74,,e,,,,,., LOST REVENUE TO 70 ACRESN „ PROPOSED WETLANDS WAL,TON}: � ! NOT MINED APPROX. = HOIIand QuarryqR 1- q ENGINEERING2
50,000,000.00
WET_AND IMPACT AREAS
Date: 6/20/2005 Scale: 1 " approx. = 200' Drawn by: R1VW/DAT Project #: 200328

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S --- ...---' - - - -
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165 92-2--- -- -- \11 r2:40 \ * - - - - - \---- 0 15°' 1 . ALL LANES ARE DESIGNED TO BE 12 FEET WIDE.
\ \ \
-__, •'54 ...i%. .„./ 5 _ - - __ ------ -- --- \\\ 4.A, \ \ \
...-/ 1 001X1 001 S/D 2. EXISTING C.L. COURSE 8,4 DISTANCES WERE TAKEN FROM
CROSS-SECTION \ \ \ A SURVEY DONE FOR "THE NATURE CONSERVANCY:
--:: : - ? \(• °\- - - - ..------C-1.-• • ----- \ \ \ BEARGARDEN TRACTS". MAP BOOK 36, PAGE 78, SLIDE 489.
---., \ \
17,..4;1„3 1- \ 5 Fiie'\\/\ ; -
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, - - \ a ..--- ---' 1 Dux.] ou s/D \ ,
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C''``' _ - - - 1 84;1 2.!----- NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
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Figure Project: Title:
0 40' 80' 1 60' ALTON ENGINEERING
3 Shelter Creek Quarry Turn — Lc e Detcl
(910) 259-4800
Revision Date: 06/03/05 Date: 04/07/05 Scale: 1 n = 40' Drawn by: JLW Project #: 200328

n� \ ma \L\
� p
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e \e'' ,./e
Site Location
3 : 1 Slope
4 2 : 1 Slope yS� 5� /
3 : 1 Slope
Mineable Area / r-466'.T (----
Shelter Creek
Water Line @
Permanant Pool 7
\
Riser and Barrel 3 ea. Typ. EL = 19
(See Detail)
Water Line @
CD
tr
\ ` Temporary Pool Sitc Locction V C 9
_ In1
` Water Line
� ` Emer enc S illwa Elevation
_ 8 �.. 9 Y P Y
7
i EL 19.615
\ \ \ \411'44
EL = 8'
N. \ \ 209' EL = 16'
Center of Dike
(8' a.g I)
\ 1007'
8" Pipe 3 ea. Typ. \
8" Discharge Header /ee4
4111
eo r` e4/°�
.. *41ry ' / /7(2/
/ \% ...„ '
9 O Inv. = 21' min.
\ \ \ Pump Station
NN '*-,
/`/ \ \ ‘,, \ 12" Pipe
/7 i i 1
/ i j
B� f ;\��\ \ 1 / Existing Pond
\ _ -� . 1 . 18 Acres +/—
i i / r- 1 3 ' \--_--1_1 \
. -<-- \".-- •-.......
-'.....---•--.,_ s''%..--V-- -..\.--- — X . ,
ii
/ --...__,
Gravity Flow From Mine
Pit Dewatering Pump
(1 ,400 gpm)
19367 s.f.
T.-""----->-.A.---- X \ NINN............-... ---...s.-:-' /
/ / /
:\ \ Ditch
wets , \
��. --� \ Ground EL 16
e per USGS Topo A \ j
\ \ / od/
,, �- v; C ,
�r
\\\kk e Water EL = ' 13 . 5 ' � ,$9�.s y
iaep• 4 4.94 ' 'WI
Design Data:
Total = 4.57 acres +/— (Retention Pond Including Dike) �, \,_- a� � Y`
;
\ otes . Elevations are estimated from USGS Topocraphy Maps . Construction shall Mineable Area \e,f);.:412t;:-1...-:(;:`,:::'Pond = 2.71 acres +/— (Permanent Pool) . �,be relative to existing ground at the base of the pond dike (shown as if := zti:a
Volume = 1 ,949,693.5 c.f. (14,584,721 gal) -: .,a...
elevation = 16 ' m . s . l . )
Inlet Flow = 1 ,400 gpm
Daily Design Flow = 500,000 gpd
Permanent Pool Elevation = 19' Slopes are shown as horizontal : vertical .
Temporary Pool Elevation = 19.617'
Emergency Spillway Elevation = 20.615'
Design Discharge Rate = 500,000 gal/24 hr
Emergency Discharge Rate = 1,400 gpm
Discharge Header = 8" pipe, 120' long, 2" discharge holes (100 ea. ® 1 ' O.C.) Figure Project: Title: WALTON EN INEERIN
.... ___
1 Shelter Creek Quarry
detention P o n c
G(910) 25�9-4800
Date: 1/19/05 Scale: 1 " = 50' Drawn by: RMW / DAT Project #: 200328
0 7—

1
_ -'W \-:)I'K \ ' '-. fin \''
WETLANDS LINE
WATERLINE ® EL = 24' 8" PIPE (TYP 3 EA)
WATERLINE © WATERLINE @ EMERGENCY SPILLWAY ELEVATION /
_ PERMANANT POOL TEMPORARY POOL EL = 20.615' INV. EL = 18.33' ANTI—SEEP COLLAR !/EL = 16'
. - EL = 16' EL = 8' EL = 19' EL = 19.615' 8" SHUTOFF VALVE / CLASS B RIP—RAP
-4 (TYP. 3EA.) ,/ /
AAAAVV./ A OUTLET
UTLET APRON
EL =13'INV. EL — 18.33'j
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•
\// /> / //>//// A%/ /%^// /`// / //////A/ _./ � / / SECTION A , ,1* ..-.::--.:-:: ,410."4"t. ItA 10 ._
o51.
2
16879 l
*ON tot-, .•
,:-_--=--_] r
• SPREADER DETAIL
NOT TO SCALE
RISER AND BARREL DETAIL -.0_ 200'
(TYP. 3 EA.)
NOT TO SCALE
Dewatering Holes Top of Berm RISER AND 3ARREL SPECS
Number of Holes = N Elev. = 24' —� —
Hole Dia. = Dh DIMENSIONS NOTES /
Elev. = 20.615'
\ Vegetated Slope Vb 1 ,949,694 c.f. Basin Volume DEWATERING HOLES
Principal Spillway \, 3:1 Max. Dr 18" Riser Diameter
Corrugated Steel \ y Hr 4.62' Riser Height (not including antiflotation block)
Pipe , Dia. = Dr Dh 1 " Diameter of Each Dewatering Hole NOTES: 8" PIPE WITH 100 1 " HOLES 24" 0.C.
V v \>vAv''*v/ y/v N 7 Number of Dewatering Holes Per Riser
A 3.385' Emergency Spillway (distance below top of berm) HOLES BEGIN 6" FROM ENDS
A '% / ////V\\//v/ //v / . C 1 .615' Dewatering Holes (distance from top of riser)
Ds / \,/�\ /\\/\/j//// /\ //\\/\./ Db 8" Barrel Diameter
Elev. = 20.615' \/\/, \/\ // /, \//;\ .5' Antiflotation Block (square footprint)
\r //v//A�/Aj\/�� \jjAi/ j %\% %VA/ �` We 4 Width of
S V//V// //\/ , /, ,�//y /V ,y,/vv/, / \\/ /,/ \ Hc 2' Height of Antiflotation Block (minimum)
Elev. = 19 ,� /' % / / SECTION B — B'
�,.,.� � y ' �� ;� � � // v � / / \ � S Shroud Height
i////<// /j //�/�/% / '/V// %�%v// /, :<,/A ` // //v/ //y//� Ds 36" Min. Shroud Diameter
Shroud- ,:,VA \;\v VA \ v\ �A vy \ v\y/v . A vv,v / VAvv � v vvv�\;�v
////\' ,yy';// ,/-Xj/ / ////�/A//A//v/ , //,i � i/ // / , //, /A/y// j/ -
o:
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<,/ /\/ v� v� \ � � , v;� v/ /�/��% v/\� v/\vim\ ;, � y�
Elev. = 9.0 /y>/\ >,iAi\/ >, /;, >>> // A; A/,\jyv/ \/ \\ ,
/,v ,/ y\i >.. /\ \ /;v\ ' Corrugated Steel Outlet
> , A Pipe 0 5' 10' 20'
,>j (Barrel)
Dia. = Db
Riser Height = Hr Elev. = 16' Concrete Antiflotation Block Anti—Seep Collar
Length = Width = We
Height = Hc Figure Project: Title:
,_ - 2 Shelter CreekQuarry
detention Donc details ALTON N INEERIN CJ
(910) 259-4800
Date: 1/19/05 Scale: 1 " = 10' Drawn by: RMW / DAT Project #: 200328 I
,*7 -

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LINEAR
. •. a. t _ — 047 ACRES+
• r, r. g a , .r : %,, = — C/L OF 50' BERM
NibWET LAND 1 .2
., ta-„, 50 ft ACRES±
' \
V
,4 '.. ENCHMAR‹
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PROPOSED / EXCESSIVE
MONITORING WELL O _
OVERBURDEN
-.,f , — - STOCKPILE
li
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WATER / SCALES / 4. A RES±
A, D AND E PROPOSED
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AND , -. * w w l: = " =. ,: -. HOLLAND'SPROCESSING � . (STEVE
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TAX PARCEL ,. . _ A
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\OT=: SILT FENCES TO 3E
US= D ALO\C RT. 53 A\ 9 AS
\ =CESSARY
T BERM AND FENCE GROUND LEVEL
1D ft OVERBURDEN i
'' (WORKING FACE) SETTLING POND DETAIL
20' 30'
BACKFILLED OVERBURDEN 28
WASHED PRODUCTS
3 TO 1 SLOPE BENCH 1
STATE ROUE 53 (WORKING FACE) -- — , SILT FE\C C D TAIL
WATER WATER SOURCE
LINED OUT AND BENCH 2 30' COT TO RPEOPLENISH
RECLAMED ('WORKING FACE)
r
DRIVE STEEL POSTS "]$�: INTO GROUND ATTACH WIRE FENCE TO POSTS AND
QUARRY FLOOR
AND EXCAVATE A `�X � TRENCH UPHILL EXTEND THE BOTTOM OF THE FENCE 6 I
20' 4�OiN IAME DT ER M S.AYFBET WOOD POSTS INTO THE EXCAVATED TRENCH,
SAND -0
SCREW INVERT=10'
I
::� II, '� SAND WEIRzr,SETTLING POND
•
1111111111111111.114111111111� al
BETWEEo ;f errmielim MI PDSTS � � 1' S3 DECK
CREEN INVERT=9'
ASF 1 Q � ARRY CROSS SECTIO \
NOT TO SCALE
jATTP 3.1 I 4,1
ATTACH THE FILTER FABRIC TO THE WIRE BACK BACKFIL THE TRENCH AND COMPACT Q
FENCE AN3 EXTEND THE BOTTOM OF THE THE SOIL FIRMLY TO ANCHOR THE
FABRIC E" IN70 THE TRENCH. BOTTOM OF THE SILT FENCE SO THAT
I.DTE: THIS CROSS SECTION REFLECTS
RUNOFF IS FORCED TO GO THROUGH TI-.
rCTIVE MINING AND NOT RECLAMATION FENCE AND CANNOT GO UNDER IT.
--t, NOTE: CLOSED SYSTEM NO DISCHARGE
,
LEGEND: — ... '., t
NOTES: 1, y' �3 Y
SECTiom � '-'
I WEIR 1 O 2:1 SLOPE 2:1 SLOPE
NOTE: Bottom,of filter fabric must he 2:1 SLOPE 2:1 SLOPE
C/L OF 50' WIDE E=RM TOTAL MINEABLE AREA IN ]aced in trench and secured b T
HEIGHT:-- p I�
PHASE 1 A AND 2A APPROX. _ MAX. STEEL POSTS either stone to a with sof 15
material and taa#pino or by placia `ZQ# �'
WIRE FENCE YHOG WIRE' washed stone 'o a height of 6"
72.5 ACRES +/— M�" FILTER FABRIC above ground level. + " 11
I I _
III � �, „ � �� � I �
�, <v BOTTOM OF WIRE FENCE AN)
NEW PHASE 1A MINEABLE AREA BORDER ���LLL FILTER FABRIE D TRED
TOTAL WETLANDS IMPACT PACT AREA -; E _�; 6,. I N EXCAVATED TR`--NCH. —1 I — 1 i_
OFFSET 50' FROM WETLANDS ////� J' lH.
APPROX. = 24.4 ACRES +/- SITE /V�� -;,ty`i` STEEL POST DR[`E4 1$" INTO GROUND GROULD GROUND
p LEVEL
�o F SILT FENCE]
ESTIMATED MINEABLE AREA \ W. • 53 .1:,-,,,,, FLOOR -5' BELT GROUND LEVEL
APPROX. = 182 ACRES +/- Ur. 1 ",- ,_
---.. ...../
MINEABLE AREA BORDER •
��'• - SEI ! LING POND CROSS—SECTION
�— D
LOST REVENUE TO 70 ACRES y / �'
NOT MINED APPROX. = iu.250,000,000.00 ••N
SITE LOCATION MAP
WETLAND IMPACT AREAS NOT TO SCALE
V W - / XISTING MONITORING WELLS
Figure Project: Title. FRH- V SID V \ I- A8LF
Holland's Shelter Creek Quarry ARI AVVALTONT11NINEERIN
1 40( 800
I i
RilimmilimmuMmilimmimmiDate: 01 /23/2006 Scale: 1 " approx. = 200' Drawn by: RMW/DAT Project #: 200328

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LEGEND _ '-.„
O C- 1 , C-2 Control Points
O MW- 1 , MW-2, MW-3, VW-4,
MW-5, MW-6 Monitoring Wells
R \ A\ - S '
Berm S ' L T PENCE `� - .
Silt Fence
Existing Iron Pipe
Wetlands
0 50' 100' 200' 400'
imis
P AS ' Q AHHV PLA \ V W
3 ` v A\ D FE\C OVEBLRDE\
A
STATE OLTE 53
10
28 '
— BE\CH 1 \ Y
r
— BAC <FILL2 -TOD OV- �-U3 -\
1 SLOD --A30' �� 20' 30
BE\C — 2
()LAP Y FLOOD A\4I 2 0 '
\k
P AS QAHHV CHOSS S C O \
\ OT TO SCALE
Figure Project: Title:
She,ter Creek QuarryPase � Qeto2T'VALTON ENGINEERING
--, _ :
Date: 3/17/2005 ! Scale: 1 ' 200' Drawn by: RMW/DAT Project #: 200328