20230518_Mine_Maps

Legend: Drainage Pipe Chart
Ac.-Acres
D.B.-Deed Book Install Safe
AREA Q10 DIAMETER GRADE LENGTH v
Ex.-Existing PIPE (acres) (cfs) (inches) M (if) (,j Fence w/DoTy v P Connie Fill
Not Enter i` BY WIII
HOA - Home Owner's Association -.r�>> Mine Permit RA Zone {
A 26.38 36.33 36" RCP 0.45 448 /) SignageInside t Bounda � J
O ISS -Iron Stake Set h �f / ry exist. 30' access Farmland
°�a3 M.B.-Map Book B 26.38 36.33 36" RCP 0.45 45 6pat
5 Gra NZp 11 Do er
te
be plal ed in5e Buffer �l li/ ! \ pcasement
er M.B.fie,PgF91 xss
t` ti aria Min.-Minimum o �:..
,Fo. a Q=CiA p1Po culvert ^
R16I Ln NCSR-North Carolina Secondary Road — — [, x.
c=0 .20 RCP = Reinforced Concrete Pipe �� ex.dirt haul road } I
bred, Pg.-Page --� — — _ _
Ct. Si R/W-Right-of tc=15 min. CFS = Cubic Feet per Second Proposed / / a5F— °5F— os osF— -/f F— 05F a5F— a5F—^asF� a5F— a5F— — !,
0 9 Y Access Gate di
SITE ° i10=6.1 in/hr. LF = Linear Feet �� Relasedf
`e Qa Typ'-TYP1C°I FPS = Feet per Second See Detail /o / �: Jr ( Mine Permit - Released from \\
Boundary
se -N ,�-\r // J / �o Mine Permit
,332, -Adjoiner Lot NOTE: F d) /) (2.1 Acres)
bezi - ' exist�3�' access \ J ` I I / Newly Proposed _ )
Ln. 1. Contractor shall use invert elevations shown on plans a / ease e9' 25' Min. \ I Mine Permit
OSF -Orange Safety Fence c°° / /! Unexcavated I �. e-1
for construction. Grades shown above are rounded. Mine Permit �\ \ perM8.68,Pg.91 if Buffer � I ° Boundary Line
grin —CL sf-- Silt Fence&Clearing Limits 2. Q10 Value Above Includes CFS for Both the Dewatering Boundary `g,q`gl// / N\ r j } _
MdMisty ° `^ - - - . • - - . -- Wetlands Line I d „\ / Proposed Floating ( �/♦/ I
Ln. „, Pump and the Permanent Pond Outlet Control Structure. J qj- / `l U \ Top of Bank Pick up ,.
Pond Dr. o access
e N I exist 30' a
Unexcavated ((o
/ / \
at
Hubert Blvd. a / / Inv.41.80 \ ` S��` K _ '
tall sit fence easement
2a
,,._. � Butter at clearing limits �370; I ,. er M.B.68 Pg.�1'
'I
Iacksonville NC Hwy. ro Swansbara } /,/ / r ° / \\ f Proposed Tap of Bank I i '366� - I ( /.�\\
Stilling Basin A I '^� \ o
Morton Minerals,Inc. °} 1)I P of Mine 7
D.B.4109,Pg. 360 See Detail Junction r\� �� \ V
RA Zone B0P I // // / / 25' Min. /J r/ 6" Diesel Proposed
\ � L Area to be
To 42.80 I .f 20' Wide 371r
Existing Pond Sharon E.Howard \� / / ° _ Dewaterin
Lnv.39.80 0\ Unexcavated Mined,6.5±Acres
Water Level at / T Buffer / 9 Dirt Haul
& Kimberly Howard Proposed \ f.- Pump Road II I I
approximately M.B.20,P .67 C < r/� ,,.•f rJ I "''
C 9 / Culvert � /
Vicinity Sketch 35.80' RA Zone \ / \r r _-f
Ponds/Farmland d / / •exist.30' access 1 Install silt fence ?
Not to Scale Existing 20' Haul Road v, J f-•..��} C / / _ easement {.-._ at clearing limits ( "' \ �--
�.. \ / / 27A per M.B.68,Pg.91 �, C� \\ ,7 } I I 7 Currently
�_ \ \ e T� rI rll r J Proposed
TRACT DATA zo' wide _ o \ Boundary Line ,
20' Drainage f ✓ a , - 372
,,s' \\ fJ Dirt Haul �-
Total Mine Permit Boundary / `. - - �.�\, . \ ` �, Easement h 9 ) J } Road `' `36-r
....................18.7±Ac. � .^ - �\ `t � 25' Mih. �,� \ � l-
✓,,' ✓ \ -" "� __ _..\„ -^ \ / Proposed Top ( 7
Mining Excavation Acreage........8.5±Ac, r \,' \ Inv.39.60 _ \) /( \ } o\ -.�. / nk of Mine " Unexcavated
Zone..................................... ..........RA Zone a j( - ( F \ \\ \\ 1 / \ _ \ ��J. �) ( �� of Ba
Existing Land Use.........................Wooded/Undeveloped -n "// I( ) I \ \�}\ �28A �333 ,
Proposed Land Use.......................Mining(To Be Residential Lake Once Completed) O --- J J J rJ 1 (, �` ° o \ � �y / \-
Tax Ma 1306-3.1,PIN 534600108730 %v J/ I J I I Mine Permit } 4 rti Mine Permit - —o '36� I I \ ✓` j \ I
Deed Ref: D.B:4785,Pg.648 fNI1 O D \\\\ I ? \ Boundary / \ r }\ \\\ ,! J Boundary
M.B.74,Pg.201 FYI •- J / / r r \ } \ I \ \ / r r I - - osF� osF , -+ I f-rf- 1
9 Z —I l I x ( r
�, r, _J I ) ) \ ,\ r III( : \C \ a5F _ _ _ U
ff1 Z Z _J ' / Abandoned- /) t..'%l �' J ( 4.1. >. \ \. / \ / ( °sf / L
GENERAL MINE NOTES: m e i /j/` \' boncloMin 9 \ ) /}t! %i1 I { 2_sA \ p5F— Install silt fen \ �� r — — 1 I :3_4�' �}�_ ( � Barnhill Contracting Company
J r G _ {
D B 4150,Pg.647
L.EXPECT'E11 RATE OF 2±ACRES OF DISTURBANCE.PER YEAR,. > �' \ / }, / h) „1. f/), no �\� �" \\/ \\ F% M Inst c:e (\ ( 11(� 1 V,
_ \ \ at clearing limits 1 RA Zone
2. DEWATERING PUMP SHALL INTAKE WATER VIA A FLOATING PICK UP. tv L \\ l + ( r y }/\' r J I o. 1 \ {\r �332, �, } 4j' ° \ 1�"'\ Install Safety r\ g I \ n ` ( 1
PICK UP SHALL BE CONSTRUCTED TO ALLOW PUMP TO PULL WATER FROM TOP C) _ \ �\ I f J J;i--r /// / tU 1� \ ///"' Fence w/ Do ( (' \ Ex.Design 20' 1 - Undeveloped
Z '' -/ _.- 5n'N `�-- -� 1 L -\11, I ( (� \ �'' - 1 —Drainage (- (
12"-24" OF WATER. DEWATERING SHALL NOT OCCUR DURING MINING OPERATIONS - s \ „!- � i.-�—_;_�._ �'// \ \ J \ l C' ,� \ Not Enter } �! 340i 1 ( Easement r�l
OR IMMEDIATELY AFTER RAINFALL. WATER SHALL BE ALLOWED TO SETTLE AND BE �- - =-� \ \ C.-_) / \ ! ( \ C`j �) 9 g
_ Si na a Inside \\
-//'1 ^ j / \ I / Buffer
CLEAR PRIOR TO DEWATERING.SEE NPDES GENERAL PERMIT FOR ADDITIONAL I�B a• s`\f�-= �'- / \ U .,•,� \ I I}, \ / \ �\ V} \ o \ _ `338, \ `-- �„• \I� 1, , .34?, ' I �3_44, j {
REQUIREMENTS FOR DEWATERING. I .,-��-. ,r"�' J 1` "� y I / \ ( \ . }\ \ {�J \ �33�', t�•
3.THE PROPOSED DEWATERING PUMP IS A 6" VACUUM --� q }} jr,\\Q f -
z \ 331, 4 \ ! \r \ '- J yyy 1 J o C1 \ } n }A55ISTED DRY PRIME TRASH PUMP CAPABLE OF PUMPING 600-1,200 GPM. I _ S ? ,� _. rjl \ \� A �336, a\ 1 I (` 1 ti 1 t t,
s steel Parr r \ Q y \ \ •L
4. WATER TRUCKS SHALL BE UTILIZED AS NEEDED TO WATER DOWN HAUL ROAD TO KEEP DUST yny �-ot- .`� r '- J \� `; } {/\ }( f
r1.Inside dimensions of small Oe* F /- 'x• J L6 ( \ -` \ f \ o , 1 I 1 V I }
FROM LEAVING THE AREA. A A baxallowfor6°dwrance oAd hart ° ,ate I ,/ \ Q \ )rf \\ /--` I \ �335, \ (711 \� ! r} ` �\ , } �' �` ,\�J Q\\-•+N - }� I '7 Y'`\_,,,v\
4 S br 1 ,
5.PROPOSED LOTS 331-343 SHALL NOT BE SOLD UNTIL AFTER THE ACTIVE MINING IS COMPLETED. on both sides of e: sy�• "a°aoa 'b ` Existing Design \ r„� ` lr >✓ `345, )
pipe; r, I I I S L �\ 334, /
.. ,.P. 3'0"x 3'0"is minimum �/4 o�a \ L \\,\ ` \ O' l-. r
dimension. M ( /r S \ r \ Pe ons Ridge,Section VIII uo+
MAPPING NOTES: 4" 3 a :: : 4„ 2. Entrance pipe(or pipe,) Note: Welded Wire Mesh I \ �j}I}}'} \ f Onlw Development Group,LLC
located as required. Burlap shall not be used. 6"Below Ground I I
1. ORIGINAL MINE AREA PROPERTY BOUNDARY BEARING AND ( Ex.Design
\ Ls''I\II( 5- Drainage r \ �1 (' \ / i ` / �� I
DISTANCES TAKEN FROM SURVEY BY PARKER&ASSOCIATES,INC,IN TULY 2018. 1•• \ O D \ n,r /J Easement \ �lve 11 }�"J1�, �\r/\ / \ Jr
2.THIS SITE IS NOT AFFECTED BY ANY SPECIAL FLOOD HAZARD PER FEMA CPN L—B '" Note: f \ Y� Y t \
Spacing for posts shall be: / I d
370340 5345J&370340 5346K(ONSLOW COUNTY),EFFECTIVE NOV.3,2005. PLAN VIEW v - 11p g P \ I , ` \ \ \ \ / C/ \ / �p� / \ }
I.8 feet maximum with wire mesh 330,
3.WETLANDS SHOWN PER PRELIMINARY DELINEATION BY PITTMAN 50IL CONSULTING,INC. 1 orI\��'-' I I \( \ I / S� / Ex, Design 20'
4.SEE PEYTON5 RIDGE,SECTION VIII AND PEYTON LAKE SUBDIVISION FOR EXISTING DESIGN Precast Lifting Direction of 2.6 feet maximum without wire -)`�. (� \ J J �') +..- -) • (\ \ kf } <� \ �) \,F /� Gj0 / p L( —Drainage ^Jr ){ }}
mesh with extra strength ( , '\ / j \ �' ) } asement }`)\
INFORMATION. Loop Run o law - filter fabric. v I I ,j /-� / }I , I(`�I) \ / / /1\,r 1 -,�- 44- --€\— • \ \ --- �1 \y4'_ --T
4 d Steel Post I 1 .I 1 V \ \ }}) I \ / 1 �1)
CONSTRUCTION SEQUENCE/MINE DEVELOPMENT-PLAN: N ,z,f Min T Welded Wire Mesh I � 7, 1 ��j}}�{ � \ / � � > /5 �,/ � ` �\J 1 � \ �> 11
8" 3'0"Min. B" Erasion&Siltation F' I I _ \ \ fL \ J J I \/ \ F: \( / i^ J - , 1 _ c. \ \ }, I )
Brickor Control Fabric "v f ( ( ( \ \ ` / ti
1.NOTIFY PARKER&ASSOCIATES AND NCDEQ PRIOR TO BEGINNING MINING OPERATION OF y compacted N r r j 1 , `
Precast Box Soil I \ \ r rr� S \ J \ -r- 1 ,348, �J47�r \ r r13
LAND DISTURBANCE. Ground Line I d j) I 1 )
2.INSTALL STABILIZED CONSTRUCTION ENTRANCE PRIOR TO BEGINNING. a class"c' I \ \ \` \ } % \ �"j� � '\\
> Lonc.Fill 24"Min.
3.CLEAR AND GRUB AFFECTED AREAS. Extra Depth Required �: �\„1 \ J \^+� _ J
4'r far Non-stable Sods I I I \ a I , jjl l - �"' / y\\ J V '35d1
4.SILT FENCE SHALL BE INSTALLED AT THE DOWN SLOPE EDGE OF CLEARING IMMEDIATELY 4° B„ \ ` �' �.--s' ,�. _,• /.\� o ,^
AFTER AREAS UP SLOPE ARE CLEARED.SILT FENCE SHALL BE MAINTAINED UNTIL SLOPES '° ' , .a, / T \ l 1 -- \ \ ` _ X / / 1 •.y,"_ �, \�. VI\ \ )\
ARE STABILIZED PERMANENTLY OR NO LONGER SLOPED AWAY FROM MINING AREA.SILT A ` A t Ct I }I \ I t\I} / X"J \4
Section View
FENCES ARE SHOWN BASED ON TOPOGRAPHIC INFORMATION IN THE LOCATIONS EXPECTED secrxoN".A-A" class"a°coon Y\ - IIJ f39� ( j ) ._
or Precast Box \.> (" I k \ C _,.- ,� f { J I Y>, / \ _ \ _ J�I /" f t �.y -/ W \' 'e \
TO BE NEEDED TO TRAP SEDIMENT PRIOR TO ENTERING DOWN SLOPE AREAS. ACTUAL Typical Installation 1 �,/\1 �� / \ ( O \ } / �355i '35�' �,'! ✓ J
LOCATIONS OF INSTALLATION SHALL BE ADJUSTED TO THE ACTUAL PHYSICAL ON SITE Typical unction Box I /- - r �\ "a \ <' ^ "� `- `P�, - / \} •,y/ yc.J
TOPOGRAPHY,THAT I5,WHERE SILT FENCE IS NOT SHOWN ON THE PLAN BUT THE ACTUAL yp J of Silt Fence \f I I / '381 \ ^ �•� -'D� ��= O , ``I r/ \ /-� Wetlands Line .�,
TOPOGRAPHY REFLECTS A DOWNWARD SLOPE,SILT FENCE SHALL BE INSTALLED.WHERE Not to scale \ \ \ \. \ < I `,'-.' `\ ° \^yam J�,,,,\ \ �,7 Q,\ I / \ rV \ 'See Note#3 \ -a '� \ W `;1 W /JW
Not to Scale \ \ �G-,. 1 /r '1 v / 1 \ (T }y w 'v u•
THE ACTUAL TOPOGRAPHY REFLECTS AN UPWARD SLOPE SILT FENCE I5 NOT REQUIRED. ) / A ( ❑ ( l Yp') / / t 1/
Unexcavated Existing Desig I / _\ / /• �( { \ \ /
1 � / r
5.CONSTRUCT SWALES,SEDIMENT BASINS AND ROCK CHECK DAMS. Mine Excavation Limits Haul Road Buffer safety Peytons Lake { I ✓ ` - / , \\ _ `\ �\ �1 �356i \ \ / /\ �/ i.1{
6.SEED,MULCH AND STABILIZE ALL DISTURBED AREAS AND SLOPES INCLUDING Fence Onslow Development //}X�G .t- --".v -J'yc \I�•��, ,h �,H ,i,
INSTALLATION OF TEMPORARY LINERS TO DITCHES AND SWALES. Group,LLC 7 j I -- ' ! \ / \/ o \ '� / �� ) }�} I
°I Existla Road D.B.3525,P 487 < / �359,
7.MINING OPERATION TO BEGIN AT LOW POINTS OF MINE EXCAVATION AREA,AS SHOWN / /. / / / Ground g 9• �•�, }�j ,� f`� "' `\� �\ / �� / �/ ~\ n • \ t ( } � l Q /� r \
.•��\��\�� ��\�\ M.B.66,Pg.1 >_ sy
ON PLAN,AND WORK TOWARD HIGHER GROUND.PROVIDE GROUND STABILIZATION '1 \
i RA Zone / �^ i 1 / ✓ ✓' �.. �. \ \
(TEMPORARY OR PERMANENT)ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 Undeveloped ~c`� / < P },--\\ "'\ '--_ "�/ /\/ / / /•/ \W W W W `w W ( \ yr W / `> \ V
WITHIN 7 DAYS FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING OR ,
35�, i`
CONSTRUCTION:AND 14 DAYS FQR ALL OTHER AREA INTERNAL TO THE PROJECT.
s+tpegirosamdy.soil6 R/w 'p` z.. C t �---"�-`-s / �� w Nk \Nw \ .w� w \ j R 41
8:PERFORM ONGOING MAINTENANCE AND REPAIR OF ALL EROSION AND SEDIMENT n '�f '32?' - \ ( I'j \f �\\\,) L ! / `-34- (�, '/ f P f~
CONTROL MEASURES,PERMANENT AND TEMPORARY. / / / R vv / ti L /' _-` �360� `� ` ( ) \�
��\•l�\�� !� I _ ( v / \�47�_
Ex. Design 20' / J \
9.STOCKPILE AREAS,IF NEEDED, SHALL BE INSIDE MINE EXCAVATION BOUNDARY. C (/\ \ ( 1\ \ Drainage / W -'\�'✓\ w v\ W` G J , r \\ fa / \
10.FOR ADDITIONAL CONSTRUCTION,MAINTENANCE AND OPERATION INFORMATION AND Typical Cross-Section of 50 mi.. I <-. \ Easement
F-�J Length \ (— , .v ra�C �1\v
REQUIREMENTS,SEE THE MINING PERMIT ISSUED BY NCDEQ DIVISION OF ENERGY,MINERAL Ttdc r, V / r rJ \ - ` `Mine Excavation Min I } l J }_ 1 J �, W W \ l -7-, —
'A AND LAND RESOURCES. I \J ( I \ (�. } ` \ _ \, /
construction \ �326� ) 1\\ \/ �' (L } L -. - C�\ \ \ , W V .I.t'! .1.Not to Scale Entrance Profile
Category Currently Permitted Acreage Proposed Acreage 1� o \ ti , �^ \ ,/ W ( � 135; \ !!
Sz'Min >) �' _ R 1,2i 58YI \,- \ W �) ✓ ex. 50' stormwater
Stockpiles&Wastepiles Within Excavation Area Within Excavation Area (See ate) I �, '361i v �I '/ \ \ .w w .l. �>
Plan View \ \I✓ `-' I } • g - buffer J Peyton Ridge
�` y
L J e '• + ` �� 1 t. Section III-A �sest+caerr;;,,
Haul Road 1.18±Ac 1,14±Ac C l } \ �'1 7" 24$r } tat `ta
Temporary Stabilized Construction Entrance I }� I\-t r } ) / t�- � =7 �'�.., I\ �`; ex.20' M.B.fib,Pg. 159 4,' \ rA'�(�s"'„f
Mine Excavation 8.5±Ac 6.5±Ac Not to Scale \'- , -� ��-^ g' v
/ (( ( ( .r , I y 7 ) ri 1,,.I, a Ex.Desi n 50' RA Zone m SiCj f •°+'m
/ \ . 325, 3y' � ) � �5 Single Family
\ \ Stormwater <
Construction Specifications \ (I I j�-' ( i- J 124�'i 1
f v r - I .� j \� \� _- r (- Vegetated Buffer N _
Unexcavated Buffer 2.4,Ac 2.35±AC h Aggregate size-Use 2-3 inch wnshedstore T 1 \ I j } }( \ �362 t"" C.! >
=, �'
lopes for Clayey Mterial 2. Length-As effective,but not less than 50 feet. Jr-L: lopes for Sandy Material 3. Thickness-Not less than six(6)inches. \ j 38.JJ Existing Design e '�,,1 Permit Boundary Acreage 18.7±Ac 16.6t Ac 4. Width- Not less than full width of all points of ( Peyton Ridge,Section VI ,xi tin Ground ingress or egress. Minimum of 12'. �, +, _ / #o/\�- " Onslow Develo ment Grou LLC\\ \ \\ \ \\ \ \ \ \ \\ 5. Install filter fabric under entire footprint of r Y r324i _\�( .� /�{ t p p• � � IV�p w'"p{"'}x'.rCC°� �L., , N
Note: Total Permit Boundary acreage includes existing Haul Road N.C.H 24 / /T/ f / �/ / / f i / x_ J / D.B.3525,P 487 -� ® J, _ its Q +�
rY 9 9 wY /. /. // //./�/ /�/ //. //./ // //. the construction entrance. ( �l / _ \ ) 9• m 7
and existing/abandoned mine. 6. Washing When necessary,wheels shall be cleaned to ��// r ` v j� M.B.66,P 159 cam (.'S ovs
Typical Cross-Section of ry' I Y ) ti 245` 1 9 MAY 16 2023 eW U, COO j4p"
remove sediment prior to entrance onto public right-of- I/ a / RA Zone 0sl"IdH 011
way. When washing is required,it shall be done an an --� G I Single Family
Seeding Specifications: Stockpile of Overburden Area area stabilized with crashed stone which drain,into an �.r �� �� ( DEML
,.� approved sediment trap or sediment basin. All sediment �- -v v
Not to Scale shall be prevented from entering any storm drain ditch, �244r Mine Site PI a n Apply lime and fertilizer and work into 4-6 inches of soil.Seed Note: or watercourse through use of sandbags,gravel,boards ISS _ 48"High Density Orange
"\ mixture shall be distributed uniformly and covered with a clean straw Stock piles are to be laced inside minim limits and shall or other approved methods. Polyethylene Safe Fence
Y P P 9 7. Maintenance-The entrance shall be maintained inn Existing Design aneenter wih Sinage Safety
mulch. All mulch shall be crimped or asphalt tacked to hold in place. be wrapped in silt fence on sides draining away from mine to condition which will prevent tracking or flowing of Peyton Ridge,Section VI p5,Spaelns10 F RAll E R P I T
Material and application rates as follows,and are generally considered prevent offsite sediment. sediment onto public rights-of-way. This may require Onlow Development Group,LLC t-P
pp ' g y P P• 72"Studded T-Past
" minimums.*Mulch rate to be doubled if crimped*: periodictopdressing with additional stone as conditions D.B.3525,Pg.487
' p demand and repair and/or dearmur of any measures used to M.B.66,P 159 Secure Sate Fence
Material Application Rate trap sediment. All sediment,spilled,dropped.washed or g b Swansboro &White Oak Twp., OnsloW Co., North Carolina
-� pP Stymielock 2"O.D. to T-Post with Zip Ties.
4°O.D. far shared access Rail tracked onto public rights-of-way must be removed RA Zone P
Lime - 3000 lbs./ae. � Place Every lz"verricany
Rafl Single Family / Down Past
Fertilizer (10-10-10) 750 lbs./ac. 24' tEP
-� r EN Owner: Developer:
Mulch 2 tons/ac. OpNOFFFENCE Existing Grade South State Development, LLC Morton Minerals, Inc.
Nate: 121 Garnet Lane
Asphalt Tack 435 gal-/ac. (Max) v - To Connect Section Overlap Two Ends by JacksonVille, NOrfhCafolino28546
t Permanent Seeding 121 Garnet Lane
Common Bermuda a Jacksonville. NC 28546
�? (Unhulled Sept. 1 - April 1 100 lbs-/ae. 4"o.D. a Heavy Du .,.` / / troughmof6" lapped veaWoodecur
P p ) Rail Hinge W �' /` / / Through the Overlapped Openings.Secure j (910j 346-9068
(Hulled April 1 - Sept- 1) 75 lbs./ae. s \/\\j/ Overlapped Area ta:heTastith Zip res. (910 346-9D68
' - "Rebel" Fescue 50 lbs./ac.
i; Rye Grain (Sept. 1 - April 1 only) 50 lbs./ac. \ \ \�\\/�\//\\//\\ // / GRAPHIC SCALE: 1"=100'
1 �. 3 l' //\//\ //\//�//\//\//\/\ DATE: 11/01/19
German Millet (April 1 - Sept. 1 only) 50 lbs./ac. d000Ps.L. \\%\\ /�/�/\ /
° 1 I� Lanaratr �I {� \ \ \\ \\ \ o so 100 zoo son
Temporary Seeding SCALE: 1" - 100'
Dec. 1 - April 15 ILl• � n,E \//\ \\// /
Kobe Lespedeza 50 lbs./ac. Access Gate Detail FEET
Rye Grain 120 lbs./ac-
e Safety AS
April 15 - Aug. 15
Not to scale Orange PARKER & SOCIATESINC.
German Millet 40 lbs./ac. , IIV'V
Rye
YS - Dec. 30 Fence Detail Engineers Surveyors Planners
R
Rye Grain 120 1bs-/ac. Field Book: N/A Jacksonville, North Carolina xk
Not to scale Disk Name:Acad#2sa5P.O. Box 976 - 306 New Bridge Street- 28540Rev.05-08-2023 ELB-Update Acreage Chart and show new and old Mine Boundary. Filename:Frazier Pit-Site.dwg SJS/ELB/SWB
Phone (910j 455-2414 -www.ParkerJacksonville.eom
Rev.02-13-2023 KH W-Revise Mine Boundary and area to be mined Job NO.:5190516-7079 Sheet 1 of 2
Rev.6-1-2020 5WB-Revised Mine Boundary,Added Stilling Basin,Added Sheet 2,&Updated Drainage Pipe Chart. N.C. Firm License Number: F-0108 l

• � • is • • • • • • • � • � • � • • � • • • �
t i
6'9.�M AV° .
h
Drea
Ct. a
SITE . '. o v •/
Dezi
Ln.
Aria -a
firth
Misty Ln. a5a`Z0�11
Pond Dr. r
C-oc Epp
Hub"Blvd. � 3.
nville NC Ftwy.24 To Sn' -
I
I
Vicinity Sketch j
I
Not to Scale
Morton Minerals,Inc. ,
D.B.4109,Pg,360 l `
RA Zone
Existing Pond _
_, .__^ 'Hater Level at , �� _ •.y�.- , i C)
Le end:
Ac.-Acres approximately
35.80'
D.B.-Deed Book — I r/ rr/i//�i' /
Ex.-ExistingLU
HOA-Home Owner's Association -
O ISS-Iron Stake Set \ _ V
M.B.-M Book - Mine Permit I /` \`� • :;':- - {•- Z C11
/ // \\\ - �. .. � 0 N
Map Boundary / 'l:,'
Mn-Minimum
NCSR-North Carolina Secondary Road
o
Pg -page - } l i " . -. ... " -�."'.
R/W-Right-of-way Sharon E-Howard —Existing/Abandoned Mine
&Kimberly Howard
TYP -TYPical M.B.20,Pg.67 -� ♦ ( i ��. '-^ 3 _ -
RA Zone 10
332+ Adjoiner Lot y Ponds/Farmland
__- -
Orange OSF - Safety Fence
—CL Silt Fe
of-- Silt Fence&Clearing Limits Boundary
—.. —. .-- ..-- .— .. _-Wetlands Line
\ ` Existing 15' Haul Rand
Freedom W Freewill Baptist Church Onlow County l; \\ �� Morton,
Way P t t7 - D84109Existing , b nc- � 1l I_ i � '\ !' � L320 r ~
M.B.52,Pg.103 M.B.43,Pg.57 � ., �— 327 + �
t 20'Ingress&, !� ` T {�---• l i ' + 3I5 r + •. v` -
116
N Egress Easement �•-� '� ` 1 J / \ - , + 314
313
\� Rock/Dirt Road
Existing Design
Existing 15' Haul Road �- _ Peyton Ri ,Section VIII
_ - r \ ' Onstow DevelDp eat Group,LLC t� �
<gringress3 _ _ _ 311--r -
Existing 'tigress Easement
(
SO•Utility
\ Easement t _
Stabilized
Construction \
Entrance
Connie F.Taylor \
M.B.41,Pg_81
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Cos
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5rifl,ng Basin Basin Shill be �'=°HJ.lo'whole Rip R p
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Platt View 10'tang,lo•W;de ft Rap
lip of Srdk q Brad Tr pez•kw 5w1e.
Bela Slxdl be Imrafkd Laxl with oarkt
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Mine Site Plan
slat:he le,e(. -
Wo P,,dFRAZIER PIT
a Swansboro&White Oak Twp., Onsiow,Co., North Carolina
z'xz Owner:
Developer:
mxm R,p Rap Lid South State Development, LLC Morton Minerals, Inc.,n ,
s^B g mr• Section View 121 Garnet Lane
Jacksonville, NC 28546 121 Gomel Lane
[phone] JocksonviUe, North Carolina 28546
Rip Rap Lined Stilling Basin Detail [phone]
Not to Scale _
DATE: 11/01/19 GR4PrrC SCALE:1^=100
0 50 lO0 200 300
SCALE: 1" — 100`
FEET
PARKER & ASSOCIATES, INC.
Field Soak- NIA, Engineers - Surveyors - Planners
Disk Name:Acad#2845 Jacksonville, North Carolina
Ffienan,e: Frcaser Pit-Slte.dwg s.%,ELasvrs P.O. Box 976 - 306 New Bridge Street- 28540 1G.i1!
Job No.:S190516-7079 Sheet 2 of 2 Phone [phone] -www.ParkerJacksonvitle.com
-. N.C. Firm License Number: F-0InA