20211217_Mine_Maps

HEIDELBERGCEM ENT Group
HAN N AGGREGATES SOUTHEAST, LL m
SOUTH REGION
SHEET INDEX:
COVER SHEET
MINING & EROSION CONTROL
RECLAMATION PLAN
BLASTING PLAN
CROSS -SECTIONS & DETAILS
3825 Barrett Dr.
Suite 300
Raleigh, NC 27609
Phone: [phone]m261 O
PRINCETON II QUAR
L-117! 476 Edwards Road
_ Princeton, NC 27569
,1'r
Johnston County
Phone: [phone]
M&ECP-1,2
RP-1
BP-1
X-1- X-4
VICINITY MAP
NO SCALE
LAT: 35.4753W N
LONG:-78.141 O 1 ° W
ecSNED
�pp}p QUALITY SECTION
MINING PERMIT NONE 51-05
PERMIT MODIFICATION
DECEMBER 2021
HA�MNMTM_C Wf

VISUAL SCREENING N/F
ERM TO BE INSTALLED !�� j _ A\\VA // / _ A U �.� DIXON, DANNY R. j i
RIOR TO LARGER BERM - ' �i, �---� , / ; / _ ,i N/F /ice///// ' / AAA
ON INTERIOR i ,� �_ �-/ _^V l Woodard Hi
N/F / \ \�. ,,\ �'\ N/F \ De-vel \W \\I'
woodard Hil <s / / S ��l / \
,3 �:\�
Devel opme\it� q:ii- , / /� I I ,\ ?, D \ \COOK, GARY L. & ice` \ �� N/F
I DEBRA D r '� MaC2ntO5h, RUbie M. ' \
BARNES,
I - ./a / / / V/ (I ( `� �\ •\ `� \ - - ___ ��._� //RANDY E. &
KATHY C.
N/FPROPOSE
MARTIN, N PATRICIA ASON E.
N/F - / I BASIN 99 \ \ Al \v\ A. R. / NIF N/F
EASON, / N/FI _ \ N/F i
BARBARA E. OQQbgqRRD.( \ / /f \ ` \ ) \ \ \ \ \ � \ T , PATRI IA / -� BamKathy C E Talton, Ead L. N/F
MEL'"VIN;U2. 1 `r \ \ \\ R. N/F `� / Stanley Danny C.&
/ S AL SCRF�ENING RM \\ \A \\ RTIN, PATRICIA N/F N/F Cindy N/F
�����-. Talton, Billy Max
NORT ERN BEAM � � � � � / FUTURE PIT � PARALLEL
LITTLE RIVERNNINSTALLED � V �\A A RN/F � Cook, Gary L. & � Young, Shannon Chase � N/F
DIIVER ON AND) ` \ 9 \ Debra G.
\SKiER' 0 B/+SIJ+1 #9 TO BE / I ) 40^L / \ / / WHEN INWARD�P,QE \ \ �� DEBRA G L.
& - WF / f, Martinez, Ma D. C.
rp NS L E P OR TO 111 / _EFAIN3-T PIS' / i % Toler, Joyce L. -
\ L11S REILNI // /� \\� -\ \i \\\� \\ - \ / /////� -__
BERRMM Ar 19 R9 R / � v / / / / � _ � � �� ' v� I ---_- - L - -
R M'
., . i_rlo B
VISUAL V� ,1`� l \ .� //CD
SCREEN ra.-.
BERMS \. A V ( A \\ N/F
` LT Fl El O QE PLA ALI,1CLON '' / OHA�E 1�IT \ / ` \ I , \\ / o �_
IN `) \ \ OE SLL ON B H n OF / / /LIMITS LAURA LEE
6 � I \ �• I ,_ ,7) PITTMAN REV.
N/F / / CR ENN ERM WITH LT E / i c-� / O \
ANTHONY DALE JPNE5 _ 5 1/ /NOTE: NO ELL OWNE��BY \� -\j TRUST
ENTERPRISES, LLCM - /OUT 911 l{LL G'R�EEVE B Rnn�tC.CO /� / / \ OTHERS AR WITHIN SVO' V A\ v v
V r / / �( \ OF E WATION
\ ( n � v y v
ROA�yy�� N r ller Rains
t1rROSSiNG 1 / �� I ' ( \ \ 7T \
LOCATION, 10- 1j01` PIPES- 'V / / 1� V / i V \� \ r ,`LuZ \ Ile
TO BE PLACE I 1rXISTING \ \ r / \ r \ j \
F1D / nGcRE _1 �E� A ,c
DITCH O SSING ' / / �/ / / V �" / / I
GRAPHIC SCALE: -� //'r ��/,-,v v �� r � I y
I �� / / / / / / \ 1
HORIZONTAL SCALE: 7" = 300' \ \ \ \ / VIS A\�L / / / \ �\ \\\ \ ` 732 PROPOSED ROAQ
1 / \ \ \ \ / SCREENING' \ 1 \ \\ ' \ CROSSING LOI�ATION,
300 600 I / %% \ ��€RMS 1 I I 148- I \ - UA 61STING HIG POINT SO � \
\ � \ Q C O CULVERT OEQUIRED
\ \ ` \ \ \� / // / /) l PIPEIAJ UNDER \AGGREGATES \ �\
/( \ \ N, \ ` SC 'NI G BF�RM AND )
�� 7 __ /f� �V -�V \ �V �) I �_ i / / / / /�Q HAU RO D %MATCH - vyf` A E, LLI
/ {{ / E TINNNNNNG PIPE SIZE ( -�
PR�POSSD / �- / !��� /UNDER R IN$ MILIL ROAD
SKI ME DIV�R$IOlvl / \
\ \ p
BAdIN #y/1oe#s i
q, I i. v I o z�� �r� �1
i CAI/F� f I O ,.//� \
Pr pose A ,p Holt-Lottm nn�F'arms 1 ,v' 6^� y �!/+°.'� ,„ V V
S�_
w'
\
PROPOSED A ✓ a� �� - SKIMMER / OP v' e x ` .." - .\ xc v v A
,
HASIN #6 ^.tom,.:, �.. /� ..�. �, n, _ 7 ,w ^ '� ` , A �/ r
-
HANSON LEASE
N/F
MILDRED D. ROWE
& TINA GRUBB
LIFE ESTATE
Approved Mining Area
Mine Plan Erosion & Sediment Control Plan,
& Reclamatl n Plan Drawings to be submitted
Prior to an Disturbance.
N/F
h, Rubie M.
N/F
Holt-Lottman
Farms L-C.
NIF
\� WellsKathryn
Best
N/F
Wells, Edward &
Kathryn
N/F
Holland, Norwood M.
N/F
Cemetery
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5 Pile #e� ,,� �VC� IV _ `T ,� ♦ ." '°°� OAR:. 4 \ �V ��
\. A - N/.F WEI LS,z. / N/F /
Y
\ / A V �N/ re c , I<ATHRVN v :• Holland,
_ ro
4
N/F TONES �BOBB� K. &` I \ -_ L .+-�, �\ J. � � ' .• .- \�,`.
Donna E. / he rt 'E�-i \,o' ` / �Qm.. ,:,, g`"Y , ,�y `Y Norwood M.
. - r,. `:: / �,. o V DIXON,
ESt e .� T, r & DIANE J }
i
/ - yy `
/ DINtRSli9 \ \\ `,\� r Barnh.iy�„, w. Y'y LA
/ ( \ \ OB#7 _. - \ �1 Q \,\ \\ \ ,� \ �i l \ , ',"" r4q\ Existi g ASPhalt., la t \ \ a•,. ,r ' `\ �: ... PITTMAN R V.
'\AlS v , eq,, TRUST
1 \
V A V 'IN ''g W
.-- A A V OVERBURDEN PILE TO/@E / >3�BO�.yo, i�\ �, Z
CONSTRUCTION WITH / / / '°ill �-.rsx , ` i r \ ., G \'ll• x �\ V '4 ; i r
FUTURbPIT EXgANS)ON / i A 'r r� A �i v--`• '\ �� �` V,a ». wea ^.iA +,,�..' €r \ �, A O
STEPHENSON, V A / / / / /� CARLI � I� lJJ �- 4
THOMAS T. V \ / // INVERENTAL
STMENT &LLC. v V ;. ��`,., @>•, �� m ®>• �• / "._ g �, G ,n Cy
i, �j
o'
NIF
III TALTON, 1 / n , c` ?,- - & d ' 8� RAINS MILL ROAD W
GL 000 & �N TART, '.� 'SN Aee "3iiV V `t Ha LIMITED Z
N/F / � '! G/. / ^°
II DOUGLA6GA� i I I/ / / WILL PEALUD v LINDA R,�vPOPOSED / q^� t �//
I� ,9Y9 r',. Fn 1� ` PARTNERSHIP W
��� HANSONI SKIM+MEf1 �/� -. ^� ,�N/// `��b _ _ A�./� f Iyl'- `li
'
/ r 66 \ 9 Q ZO♦
MPORARY It 'C ERTN\\�� \r \ J N� E;\ \' < 9>,}`�5 f/1 �/ c l \,,11. 1 V
I
1-(�/F DIXON, I i WE LANWND �� Teer n� '1 1�� Z
W W
i
,
\ KY M. TREAM RO ING - ` �` ti
YZQC` TART, \ Existing Bertn ,.... / �// i \ ii
/ V 4ENDA R S MC 2 I Seeding & Q ' V 'r `3�\ �� l "I I
N/F TALTON \ Stabilized y
V A _ F KEE GLENWOOD & i
GARY W. ]UDY -1 J
SLOPE" 1 PR Ex `, ,y;, ° `` ;
Pro o ad q panswn A
\ \\ V A DE ,AKT/ ( ^ / DRA1N, TYP. Overbu tl �� , A �� q \ i♦i�i
E RA G. / �. , r
V \ �� ( N/F TA�tT, V _ Pile °/}I sorfPloPerty ,'+3oitoM1 a� ` , y� ���, 'i `.. ��� , .� �
LINDA (� / /�� '�� ti �\ �xs1; 971 ^s v
V A �\ \ DBRATE, i .� N/F BLACMMAN, V) 1 w tiJ f�. ,E 759 ` S-m .+w. a�"�� 't `-,..\ N/F
�BIA N HOWE6L, Holland, Norwood
/ EMMA/C. i' \ V \ /, _ \ MMA 6, Existin Overbwden vv / =<lp �`..:- (i '425 >y�°b"" - ` Ji 4� ` Mark
� I r. vPue#zN/F Bruton, \�(F �O�EL � Seeding & Stabilized
EMMX
Z
Cynthia W
LEGEND:
Permit Boundary ) IN,
-
Property Line
--- ET J-
ETJ (Extraterritorial Jurisdiction)
®
Existing Pit
F__J
Pit Limits
-
Buffer
r-
Berm - Existing
Berm
(to be built based
on overburden supply)
_ -
contour Index
Contour Intermediate
SILT FENCE
CH
Fence
--------� ---�"^
Treel i ne
Ostructure
Road Paved
Road Access
Body of water
®
Energy Dissipater
Pipe/Culvert
Highwall Barrier
Temporary Diversion Ditch
-ice
Permanent Diversion Ditch
m6!ft
Drainage Direction
-® �-
Intermittent stream
-
Edge of Water
stockpile Existing
�b
Rock check Dam
skimmer sediment Basin
wetlands
Drainage Area Perimeter
REV NO: DESCRIPTION OF REVISION:
Q+ PERMIT MODIFICATION
Q PERMIT MODIFICATION
Q TEMPORARY CREEK CROSSING REMOVED
REVISED TEMP. SKIMMER BASIN 1, OUTLET C
PROPOSE /
\\\", I \ > BASIN m ��_ ' \ in, vg. �f r�� l I` � \',
\ter 'X �(
V
\\ \ p
\� \ \\\ \ \ \ / i !\ uMl* {i,l
\ �\ ✓ ` 1 > peer Conng/ 'be ^\ // M0.F,
`C7), \..'. AS
\/)y
d A"area 370130 �lr::o, i-rulLLtyN/F llloughby, \ r - /
EDW
o� \ i 1� \ hcs /.s�'`' \ ' e'h�'. ;# �, ,u, •emu° i \ \ \\ '`\
-
\Is/ \Ilk
1 f 1
_
N
ROl �y� /F ` ^� ,n -php//' \4:'\. oo \��F u e
III
icenneth �i mIeth C)
i H � r / � .\ iP � a � �. _ � - � �
NOTES: ,, ^r1 I 'pia' r- -""` -. ..`' W
1. Base Topography Prepared by: �' I ,/
. � P , �� x Ying./MN
Blue Ride Engineering, Inc. 5/1998 & �.� - - r_
9 9 _ N/F I - , v2� / ST _
Continental Aerial Surveys 5/2007 (PIT/PLANT) \ j - a0 - - Property, ,�„
% \ "'� Smith, o _� - v ><. 1 \I �( `° Hanson O
` Kenneth Jr
2. Boundary Information From Johnston County GIS.
Property Acreage's From Hanson Deeds and
Leases. / I Existing A l
3. Existing Mining Permit No. 51-05 N/F Langston, Q - :; /�� t� \ Plant &
Charlie G & jo ���� � NeuoL eerC Stockpile I LU
Princeton Quarry _ Diane E / -- ( ��' / % / Existing `� - \/ Area I -� m
476 Edwards Road _ / \ / / Sediment \ ��� W
Princeton, NC 27569 �" \ J ,♦ Basini
[phone] �- I t \
N/F Braswell, j ( \ \ I
Sandra G & o K� p
4. The information Shown Has Been compiled From \ " r ap`1° 1 l
Previously Approved Permit Renewals or Michelle A - K�- / ♦ \��\`\ bott`1,t I \
Modifications. N/F �\_ ��\soar DESIGNED: LAB
'Strickland, �, A / �♦
5. For More specific Details, See Frances P ` I ♦ s �-' / 1 sD0#
Previously Approved Plans. A Existing ile#1 Ai` / '��,'- AA v�
sty I v DRAWN: LAB
N/F \ V Pile#i (Exl sti ny)/
g Ven
6. where visual Screening Berms Are Planned, Strickland, CHECKED: LAB
There Will Be a 25' undisturbed Buffer and a Frances P
75' Unexcavated Buffer, otherwise There will O \ I r-�isor5
Be a 50-Foot Undisturbed Buffer Along \rz cMa�
/F r . DATE: JULY 2013
HAL
Permitted Boundary. For Proposed sediment and D Life Estate & �/ O ' / GREGAC T,. n`
hctloud�FErnest V / 3..,' Current Proposed
7. Construction Details o p \ \ \ ,. - �� \ \ ' Hanson Aggregates Current Current Permitted Current Proposed Proposed New Proposed 2021 Modified REGION: SOUTH
� � GGRE6ATE5 V �
Erosion Control Measures Have Been Added to Hill, Betty `, / `,. / \, , .._ \ Southeast LLC Permitted Permitted Permitted New New New Total
\ _ Disturbance Disturbance LOCATION: PRINCETON
the Previously Approved X-1, X-2, and x-3 Mccloud Rmndr - `
Detail Mine Maps. �, ` \ I -_ _'___ �� \'�, e Princeton II Quarry Disturbance Disturbance „dross Disturbance Disturbance Disturbance "Across Disturbance Permitted for HA3RINCETON�.1&ECP-1
_�- Ex, sting Wheel^--�(\a�
" "Old 04" "N Pit" "Total" Disturbance
DATE:
12/21
4/20
9/18
UILT 10/14
iiii
N/F \ - - washgsett,inq \ 48�sinP August-2021 Modification Old Pit New ru, River" Total I ew River" DWG FILE:
Nello L. I cx; s e nq
N/F E s„1� Tear Co. ` o ey1 II h Tailings/Sediment Ponds 12.1 0.0 0.0 12.1 0.0 2.6 0.0 2.6 14.7
Patel, Jason \_4; ` - \ 1,' F °r� Stockpiles 15.2 0.0 0.0 15.2 0.0 0.0 0.0 0.0 15.2 SCALE:
& Stefanie. \ - _ �\ q o
N/F \ y Ex sting Exisnn3 ffis Waste Iles 69.3 0.0 0.0 69.3 0.0 31.8 0.0 31.8 101.1 HORIZONTAL:
1\ SCr ening 24"CMF �'f p
Few Brian K n Berm- \, Processing/Haul Roads 25.9 0.0 0.0 25.9 0.0 3.9 0.0 3.9 29.8 1' = 300'
ch sty' /FTrLLste ss For !//„ C -
toss -Road P e \st
Mine Excavation 99.3 0.0 0.0 99.3 0.0 46.4 0.0 46.4 145.7 VERTICAL:
-1 ,. LLa.<o Other: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N/F
�obby T ,/ARplS' AD - SR 72 Existing
'P ps, / i , ,s"CM I Total Area to be Affected 233.6 0.0 0.0 233.6 0.0 84.7 0.0 84.7 318.3
N F ff / �' Exis ing c " F / Other (not for disturbance SHEET NO.:
Southern end of tailings area R & No W N ! _ drm�O �, I �6corr, to i ` N/F is"CMP smith, oann & A
is currently stabilized. 'w _-�_ J '�� �� �W,llli m E r j ' �' 1 Floors, James E Rose, Nan�y Future Mine Area, Buffers, 95.4 207.1 243.5 546.0 0.0 -122.4 0.0 -122.4 423.6 M&ECP- 1
if this condition changes , ase l�;l & Kathari a F
additional measures to bege\rG 1' o eCetlands,StreamChannels,
added. ` \\ \` �' I / I(II I �' 1 �1 I , Total Mine Permitted Acres 329.03 207.07 243.50 779.6 0.00 0.00 0.00 0.0 779.6 1 oF: 5

TEMPORARY HAUL 7AD
LIMITS OF TEMPORARY
IMPACTS FROM HAUL
ROAD i 135
II �I
I II II
w
(2) 12' WIDE E4,UIPMEJ j I 'vim
WETLAND CROSSING c I
MATS THE LE GTH O jam,
THEIMPACT$1 /
LIMITS OF WETLA L I I
zoNE
972 SF (0.022 A RE
TEMPORARY WjETL�NDS
NE 1
Z0
OFFER ~ DISTURBANCE'
BUFF 1 R ♦5L1 OF �"EMPORARY
ZONE 2\ \ ' \ \ ¢DOSS STREAM
G
BUFFER ! I
NA
\ ItMITS OF STREAM
� 1
1 �
IMPACT
AMOUNT
ZONE 1
1495 SF
ZONE 2
1011 SF
WETLANDS
0.022 ACRES
STREAM
25LF/0.003 ACRES
COIR WATTLES
PLACED 32' OFF OF
SILT FENCE ROW
AREA BETWEEN SILT FENCE AND
STAKED COIR WATTLES TO BE
MATTED AND SEEDED WITH
ANNUAL RYE(TEMPORARY) AND A
WETLAND MIX (PERMANENT)
SILT FENCE,
PLACED AT HIGH -�
WATER MARK
COIR WATTLES
PLACED 32' OFF OF
SILT FENCE ROW
1 �
EXISTING HAUL
ROAD TO BE
REMOVED
EXISTING HAUL
ROAD TO BE
REMOVED
STREAM AND WETLAND
RESTORATION DETAIL
it
WETLAND IMPACT MAP
SCALE: 1 " N 30'
w
n
a_-L/)Ir
O N — LLJ
'twLLJa
W w 1 LAJ
Q� ¢ LLJ
F-LLJ 0LLJ�
¢w0
LdU
C)!:-
¢ a -
o(o
a
CAPACITY OF 36" RCP
CULVERTS = 133.8 CFS
EARTH FILL COVERED BY
FLARGE ANGULAR ROCK
ELEVATION
FLOW
Z
TOP OF BANK
STREAM CHANNEL
PLAN VIEW
8"X 8" WOOD TIMBERS
10' IN LENGTH MINIMUM
(OR AS DICTATED BY
EQUIPMENT WIDTH)
III III -III III -I -I i
III III_III-III II -III III -III_= NOTES:
I III III -III III III
III III III III -I -
IIIIIIIIII IIIIIIIIIIIII FILTER 1. PLACE EQUIPMENT MAT(S) ACROSS
-III III III= CLOTH WETLAND AREAS AS NOTED ON THE PLANS.
III -III III-
-III 2. ALTERNATE METHODS OF CROSSING
III -III
-ITT- WETLANDS MAY BE USED IF APPROVED BY
THE DPW ENVIRONMENTAL INSPECTOR.
in, n1l IAAIAII\II I\A\
TEMPORARY CUEVERT CROSSING DETAIL
2 NUI IU bUALL
,ll, I ;..
LARGE
ANGULAR ROCK
OVER EARTH
FILL
TOP OF BANK
IV V `IVI II VIIVIVIVI/
2'-0" 2 0 "
-
- ?- ----------------------
f-CONNECT LOOPS WITH (2)
111 3/8" CABLE CLAMPS
3/8" G
STEEL I
\�J
EQUIPMENT WETLAND CROSSING MAT
WET 11WET 2 NOT TO SCALE
ALVANIZED
;ABLE
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DATE:
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DESIGNED:
LAB
DRAWN:
LAB
CHECKED:
LAB
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETON
HA-PRINCET0N-M&ECP-1
DWG FILE:
SCALE:
HORIZONTAL:
1' = 300'
VERTICAL:
S
SHEET NO.:
M&ECP-2
2 OF: 5

I
GRAPHIC SCALE:'--)f
HORIZONTAL SCALE: 1" = 3004,-
0 300 \-600
I \_
Barn E. K__
\ \\ \ N/F
Talton, Gloria P.
\ \ \\\\\\\ \ N/F
N/F Wellons, Emma J Lf
Cook, Gary Est li Mars
&Debra G.
�Phyllis D W Rmn Rmnd
N/F
Pittman, Laura L. & /
Eason, Pauline B. & C/O
\tea F` Malton Glenn Baker
N/F utler /
.. Capp Eddy Jr 20
\� wy.. _....
\ y
evl J HANSDN LEASE
NOTES
i
THE RECLAMATION PLAN REFLECTS THE INTERIM
10 YEAR RECLAMATION PLAN.
00
Z, ALL SEDIMENT AND EROSION CONTROL MEASURES /
\ J Holt-Lottmarn N. a Property SHALL REMAIN IN PLACE AND BE MAINTAINED Farms LLC �� rn,_ UNTIL RECLAMATION HAS BEEN COMPLETED.
r
� r Fa.
Haf \\' \ 3 EXISTING STRUCTURES ARE TO BE REMOVED /
operty UNLESS �,� ( ESS DESIGNATED TO REMAIN.
k� NIF H4, oft-Lo ann
li
�ALL UNPAVED AREAS ABOVE WATER LEVEL (IE Fab'
ROAD SHOULDERS, BERMS, DAMS, ETCJ TO BE
STABILIZED WITH VEGETATION, IF SUFFICIENT
COVER DOES NOT EXIST, ❑VERSEED AS IN
SEEDING SCHEDULE,
v Fes o _
"� � 5, AFTER SEEDING AS PER SEEDING SCHEDULE,
— 7 � 'i� p SLOPES BEYOND ROAD SHOULDERS OUTSIDE THE
r
N/F
ellr
1 ) E oe7Fs \ ` / ! ❑FFICE AREA SHALL BE NOT MOWED AND
ALLOWED TO REVERT TO NATURAL VEGETATION,
. y N/F
( Psi61 arnh111Contracting,
Exlsfing Abphalt Play l r •`�.
� \
I ` Hanson
1 a Property
_Y
k, Fee I '$ \ Hanson
�� o ��/� Lease I I�
F• Mark
r-roper
�
,`
t 1
\ N/F Bruton,
V
��■��r it\Bo d ry cyntnia w
\\ I
Pro e�ty i
ETJ (Ext�frater�to�
jurisdiction
U
Talton, Billy Max
N/F
Stanley, Danny
C. & Cindy
N/F
Toler, Billy
Ray & Joyce
N/F
Holland,
Norwood Mark
ITS OF 100 YR
O Berm
A���N/ illou hby, j(� ,:� f r.� s S PER FEMA, fL00D 3URANCE-HA
'� - 1� a �� B" aim` �) A
r e AP COMMUNITY PANEL NUMBER
Contour IndeX� i L a' w u� ws ��A 701
„ c
--— contour Intermediate �n I L�
^,
Fence C�!
gol ...\ NSF
Treel i ne sm;
d Ken t
structure fL
i s
Road Paved _zn
Road Access ;'� \ \ " `� �A anson p
} _
Body of water
N/F Langston,
Charlie G R `,., I / �\ ( ✓ I
Energy Dissipater Diane E Ha son
Pro y
Pipe/Culvert
N/F Braswell, Hanson. It l 1
HW Highwall Barrier Sandra G & I Properly;
Michelle n
_ Permanent Ditch N/F
Strickland,
Frances P f, I � � � 1J Sfm ur �
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Edge of water - \ \am 'l
N/F / I / Unti Adjacent Sto ip le Drain P.
` li
- Intermittent stream Strickland, I / / - Slope isStabili
Frances P
' REV NO: DESCRIPTION OF REVISION: DATE-.-]
U PERMIT MODIFICATION 22/21
Q PERMIT MODIFICATION 4/20
n TEMPORARY CRFFK CRnsSINr RCAdn\/ n I A1,c
_
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McCloud, Ernest �' I / �/' Heavner/ahtrick
D Life Estate & seph�e—
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DRAWN: LAB
CHECKED: LAB
DATE: JULY 2013
REGION: SOUTH
LOCATION: NEVERSON
HA-PRINCETON- RP-1.DWG
DWG FILE:
SCALE:
HORIZONTAL:
1' = 300'
VERTICAL:
SHEET NO.:
RP-1
5 OF: 5

j
5
moo W
Z N t`m
i 1`\\II N/F In
o In
DIXON,
�� \ // \\\ DIXON, DANNY R. 04
\\ \ W moaW
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IN
IN \ \\\ o
N/F IN C _
woodard Hi 11s N/F vvvX
tC� ,/ COOK, GARY L. & �U
Development
DEBRA D. Ma C W
BLASTI G ROAD CLOSURE PROTOCOL \ \\\\\ \
WHEN BLASTING WITHIN 250' OF A PUBLIC RIGHT OF WAY, THE FOLLOWING ROAD CLOSURES WILL BE IMPLEMENTED. THE DURATION OF ` \ \ \\ Zmoo
S
/ - CLOSURE EVENTS WILL BE MINIMIZED BY DELAYING CLOSURES UNTIL PRIOR TO BLASTS AND BY COMPLETING POST -BLAST SAFETY \ \ \ \ OOWN
W N
INSPECTIONS IMMEDIATELY FOLLOWING BLASTS. ALTHOUGH HANSON AGGREGATES SOUTHEAST LLC WILL ENDEAVOR TO MINIMIZE THE \y\ �� \ X N/F
DURATION OF CLOSURES, PUBLIC SAFETY IS THE PRIMARY OBJECTIVE, AND SAFETY WILL NOT BE COMPROMISED BY EFFORTS TO REDUCE ` \
CLOSURE DURATION. IT IS ENVISIONED THAT ROAD CLOSURES WILL OCCUR FOR A PERIOD OF 10 TO 15 MINUTES. \ ` \ \ MARTIN, PATRICIA
MISFIRES IDENTIFIED WHILE PUBLIC ROADS ARE CLOSED WILL BE TREATED AS SEPARATE BLASTS TO AVOID LENGTHY ROAD CLOSURES. \ \ \ \ \ \ N/F
E • // WOOU�tD ROAD CLOSURES WILL BE SCHEDULED TO AVOID PEAK TRAFFIC PERIODS AS FAR AS PRACTICABLE AND WILL GENERALLY OCCUR MONDAY \ \ \ \ M T , PATRICIA
ME IN fit.
/ l` THROUGH FRIDAY BETWEEN THE HOURS OF 9:OOAM TO 3:OOPM. \\\ 5'. \ R. N/F
TRAFFIC CONTROL PERSONNEL N, \
v v � ky .vv v MARTIN, PATRICIA
r / / /J FOR ANY BLAST OCCURRING IN ANY AREA WITHIN 250' OF A RIGHT OF WAY, PERSONNEL WILL BE LOCATED AT DESIGNATED EITHER AT \ \ \ \ \ \ Q , R.
— LOCATIONS #1 AND #2 ALONG RAINS MILL ROAD OR #3 AND #4 ALONG OLD CORNWALLIS ROAD, AS SHOWN ON THE BLAST MAP, TO STOP \ \ \ \ ` \ ` \ \\ \ \\ N/F
TRAFFIC PRIOR TO A BLAST. THESE PERSONNEL WILL BE OUTFITTED WITH APPROPRIATE PERSONAL SAFETY EQUIPMENT, INCLUDING HIGH /
\ VISIBILITY CLOTHING. ALL PERSONNEL WILL UTILIZE RELEVANT COMMUNICATION DEVICES AND ROAD CLOSURE EQUIPMENT. \ \\\ \\ \\ COOK, GARY L . &
Cp \ I` \ > \ \ \\ DEBRA G.
— —� ,PERSONNEL SHALL TRAVERSE THE CLOSED ROAD TO ENSURE NO PEDESTRIAN TRAFFIC EXISTS. \
FLYROCK PREVENTION MEASURES
EVEN THOUGH HANSON OWNS OR LEASES THE LAND ON BOTH SIDES OF RAINS MILL ROAD AND OLD CORNWALLIS ROAD, AND THE ROAD
WILL BE CLOSED TO TRAFFIC DURING EACH BLAST, SINCE PORTIONS OF THE I -I I IS CLOSE TO THE ROAD, MEASURES MUST BE TAKEN TG / ^\ I I \ \ \\ DATE:
PREVENT FLYROCK. THE POWER FACTOR HAS ALREADY BEEN ESTABLISHED BASED ON EXISTING PIT BLAST DATA WHICH SHOULD PREVENT
I I \ OVER -SHOOTING THE ROCK. EVERY HOLE WILL BE MEASURED TO DETERMINE COLUMN RISE. DRILLING AND BLASTING LOGS WILL BE
\ \ / MAINTAINED ON EACH LOADED BLAST HOLE TO AVOID LOADING TOO MUCH EXPLOSIVE MATERIAL. TO PREVENT INSUFFICIENT STEMMING, J
\ I EACH HOLE WILL BE CHECKED TO MAKE SURE EACH WAS ADEQUATELY FILLED. THE MOST SUITABLE SIZE OF CRUSHED STONE WILL BE /I / I I I / I \ \ �00 \ J
0000
\ \ I USED FOR FILLING BASED ON EXISTING PIT RECORDS. /
( I I \ I \ \\
TO PREVENT LACK OF BURDEN, FRONT ROW DISTANCES WILL BE CAREFULLY MONITORED. FRONT ROW BURDENS WILL BE MEASURED AND I \ I % \ ( \ \ N Z
THE EXPLOSIVES REDUCED IN WEAK AREAS OF THE WALL .SINCE EXCESSIVE BURDEN CAN ALSO LEAD TO FLYROCK, CARE WILL BE TAKEN I \ \ Cif i ` I \ \; . \ '\ \ l \\ Q >, O
TO ENSURE PROPER BURDEN PLACEMENT. \ \ \ Q I J \ \ \ \ \ _ W V
BLASTERS WILL UTILIZE EXISTING PIT DELAY DESIGNS TO COMPENSATE FOR ANY WEAK GEOLOGICAL STRUCTURES SUCH AS CAVES, -A
BLASTERS
FRACTURE, FAULTS, AND MUD SEAMS BY NOT PLACING EXPLOSIVES IN THOSE AREAS OR BY REDUCING THE SIZE OR AMOUNT OF \� 1 \ \ `\ \ \� \ ~ O
EXPLOSIVES IN THOSE WEAK AREAS. \ \ \ 'N \ \ ~
IN
�" v v�vvv v� �� �AV� tier Rains Z
NOTE: DURING QUARRY SHOTS IN THE "OLD PIT" EXPANSION AREA OR "NEW PIT" WITHIN 250' OF RAINS MILL ROAD, TRAFFIC ii O
\
WILL BE STOPPED BETWEEN POINTS #1 AND #2 ALONG RAINS MILL ROAD. DURING QUARRY SHOTS WITHIN 250' OLD I \\\ _ GG E,
CORNVALLIS ROAD, TRAFFIC WILL BE STOPPED BETWEEN POINTS #3 AND #4. �" 11 ~ - �/ \ �\ ✓ \��\\ \ IN, �� a 2 O
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/fir L / / ✓� I ?� '/ % 5 ` `_ \ ` 1
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Herbert N. Life � / � :,3,.r ,Soy,-' ,-: �// -za> „ \.� ,ti,.. a y , �o
r� F-�- x ',;,.,i � CHECKED: LAB
\ Estate U\y l \\ DATE: APRIL2020
IN
Barnhill tract
z4?s REGION: SOUTH
;r t / ExisZ alt 1 / \0
v.
\ , — — \ \ co LOCATION: PRINCETON
\ \'\ \ \ I ..✓ \ , I IOXB o,.r! 1, 1,, rll//% y�� HA—M&ECP—
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/ " \ j _ �\ \\' \ "5 :; i'( xn. r/ lJ I,' _ ..� '\ �.,, p �i1\\t�•.\ `I DWG FILE:
s>.x v�AIN 'v\ O vv �t �4,� SCALE:
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REV N0: DESCRIPTON OF REVISION: DATE: LISLE ////////��\' v- .y • A ��, �,` �, `�A ;�qA�\=, ,v 1I SHEET NO.:
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SECTION
-A
0+00 2+00 4+00 6+00 8+00
H=1:200
SEEDBED PREJARATIQN
1. Chisel compacted areas and spread topsoil 2 inches deep
over adverse soil conditions, if available.
2.Rip the entire area to 6 inches depth.
3. Remove all loose rock, roots, and other obstructions
leaving surface reasonable smooth and uniform.
4. Apply agricultural lime, fertilizer, and super phosphate
uniformly and mix with soil (see below*).
5. Continue tillage until a well — pulverized, form, reasonable
uniform seedbed is prepared 4 to 6 inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly
with seeding equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or
reseedings within the planting season, if possible. If stand
should be over 60% damaged reestablished following original
lime, fertilizer and seeding rates.
9. Consult conservation inspector on maintenance treatment
and fertilization after permanent cover is established.
*Apply. Agricultural Limestone — 2 tons/acre or 3 tons/acre
in clay soils
Fertilizer — 1000 Ibs/acre (10-10-10)
Super phosphate — 500 Ibs/acre (205)
Mulch — 2 tons/acre (small grain straw)
Anchor — Asphalt emulsion at 450 gal/acre
Notes: j
10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 j 28+00 30+00
1
1. Plant three rows of trees and/or 10' Top
shrubs along berm. Width
2. Plantings shall be a combination
of hardwoods (such as Oaks) and
evergreens (such as Loblolly pines). A
Exterior Side ;
3:1 Side Slope
t%.
14
Typical Cross Section
Slope Top to
_ Interior Side 1'
Across Berm Top
Interior Side
2:1 Side Slope
200
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SECTION
B-
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12'
H 1 :200
2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00
TREES DESIGNATED SHALL -�
BE WRAPPED WITH 4" WIDE
TRUNK WRAPPING MATERIAL
MADE OF TWO COURSES OF
CRINKLED PAPER CEMENTED
WITH BITUMINOUS MATERIAL
2 - 2" X 2" ROUGH SAWED
HARDWOOD STAKES FREE OF
DEFECTS THAT IMPAIR
STRENGTH. DAMAGED WOOD
ON STAKE TOPS SHALL BE 6
CUT OFF EVENLY
TWISTED GALV. WIRE 12 GAUGE
TRANSPLANTED TREE SHALL BE 2"
HIGHER IN RELATIONSHIP TO FINISHED
GRADE AS TOLWHI3RE PREVIOUSLY
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
TOPSOIL MIXTURE -
is
NEVER CUT A LEADER
THIN BRANCHES BY 1/3
RETAIN NORMAL TREE SHAPE
- NEW OR USED 2 - PLY
REINFORCED RUBBER GARDEN
HOSE
2" PINESTRAW MULCH AROUND
TREE PIT
SAUCER
t
I: 18"
C3Y
18+00 20+00
100
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DESIGNED:
LAB
DRAWN:
LAB
CHECKED:
LAB
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETON
HA-Princeton-DET&X.D WG
DWG FILE:
SCALE:
HORIZONTAL:
1' = 200'
VERTICAL:
1' = 50'
Combination Tree Plantings Visual
not to Sc4le
Berm Detail
TREE PLANTING DETAIL (typical)
SHEET NO.:
X-1
2 OF: 5

#57 WASHED STONE
1
WL = WEIR LENGTH
T
CLASS B RIP -RAP
PLAN OF TEMPORARY SEDIMENT TRAP
TOP OF CHANNEL
2.s
D
X#57 STONE
1 _
0
5'
000000 -11.5'
0000
02.5 1111....
' :.c:O 0 0Q O0 O,00000 1
0000000000 00 CLASS 8 RIP -RAP
000000_00Q C 0Q O0'000
00
2' KEY WAY
SECTION THRU WEIR
SEDIMENT TRAP SCHEDULE
Structure
No.
Depth
(feet)
Bottom
Width (feet)
Bottom
Length (feet)
Weir Dimensions
ST-12
3.0
9
18
4'
ST-13
3.0
9
18
4'
ST-14
3.0
8
16
4'
ST-15
3.5
30
48
4'
ST-A
L5
12
417
10,
ST-B
1.5
1 10
1 170
14'
Note: Sediment Traps Not Listed Are ND Longer Required Because Ground Has
stabilized
Maintenance:
Inspect temporary sediment traps at least weekly and after each significant (R
inch or greater) rainfall event and repair immediately. Remove sediment, and
restore the trap to its original dimensions when the sediment has accumulated
to one-half the design depth of the trap. Place the sediment that is removed
in the designated disposal area, and replace the part of the gravel facing that
is impaired by sediment.
check the structure for damage from erosion or piping. Periodically check the
h h spillway to ensure it i a minimum of 1.5 feet below the low point
der oftes a e s
P P Y
of the embankment. Immediately fill any settlement of the embankment to
slightly above design grade. Any riprap displaced from the spillway must be
replaced immediately.
After all sediment -producing areas have been permanently stabilized, remove the
structure and all unstable sediment. smooth the area to blend with the
adjoining areas, and stabilize properly.
Notes:
1) sediment traps are sized for the total drainage area with 1 clean -out per
year
2) weir dimensions are minimum requirements from NCESCPDM (Table 6.60a)
TEMPORARY SEDIMENT TRAP DETAIL (typical)
not to scale
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR
USE A MINIMUM OJ/STA�ES
WATTLE.
ON UPSLOPE SIDE
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2"
NOMINAL CROSS SECTION.
FLOW
4) INSTALL WATTLE(S) TO A HEIGHT ON SLOPE SO
FLOW WILL NOT WASH AROUND WATTLE AND
SCOUR SLOPES, OR AS DIRECTED.
5) INSTALL A MINIMUM OF TWO UPSLOPE STAKES
AND FOUR DOWNSLOPE STAKES AT AN ANGLE TO
WEDGE WATTLE TO GROUND AT BOTTOM.
9) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER
STEEL WIRE FORMED INTO A U-SHAPE NOT LESS
GRO
THAN 12 INCHES IN LENGTH.
7) INSTALL STAPLES APPROXIMATELY EVERY 1
LINEAR FOOT ON BOTH SIDES OF WATTLE AND AT
EACH END TO SECURE IT TO THE SOIL.
STAKES
8) AFTER INSTALLATION OF STAPLES, CHINK ANYAANGLE
STAKES
GAPS BETWEEN WATTLE AND GROUND WITH
O WEDGE
MATTING
ATTLE ONTO
ROUND
r-MATTING
OA,
9% sl°as iB
.7R,S7 ROD
s,
GATE
e>
se.
' ,' a scale
STAKE INSTALLMENT
CROSS SECTION
USE A MINIMUM OF 4 STAKES
ON DOWNSLOPE SIDE
PLAN VIEW
WEAVE STAPLES THROUGH
MESH CASING OF WATTLE
DOWNSLOPE­:>
MATTING
-tS , I %-- STAPLES
STAPLE INSTALLMENT
TEMPORARY WATTLE DETAIL
r- OVERBURDEN PILE
- DITCH BETWEEN
ROADWAY AND
OVERBURDEN PILE
20' ACCESS ROADWAY,
GRADED TOWARDS GRADE BERM
OVERBURDEN PILE TOWARDS
SEDIMENT
BASIN
SEDIMENT
BASIN _ _
15'
MIN
SPILLWAY
12" HDPE PIPE UNDER
ACCESS ROADWAY, STREAM
SPACED EVER 200' BUFFER
TYPICAL -SEDIMENT BASIN
ACCESS CROSS SECTION
I , TO SCALE
STABILIZED
PLASTIC
CORRUGATED
PIPE
Table 6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Supported(1)
Un-Supported(1) Type of
Test Material Units Silt Fence
Silt Fence Value
Grab Strength ASTM D 4632 N Ibs
Machine Direction 400
550 MARV
(90)
(90)
a -Machine Direction 400
450 MARV
Permittivity(2) ASTM D 4491 sec-1 0.05
0.05 MARV
(90)
(90)
Apparent Opening Size ASTM D 4751 mm 0.60
0.60 Max. ARV(3)
(US Sieve #) (30)
(30)
% 70% after
70% after
Ultraviolet Stability ASTM 4355 Retained 500h of exposure
500h of exposure Typical
Strength
(1) Silt Fence support shall consist of 14 gage steel wire with a mesh spacing of 150 min (6 inches), or prefabricated poylmer
mesh of equivalent strength.
(2) These default values are based on empirical evidence with a variety of sediment.
For environmentally sensitive areas, a review
of previous experience and/or site or regionally specific geotextile tests in accordance with Test Method D 5141 should be
performed by the agency to confirm suitability of these requirements.
(3) As measured in accordance with Test Method D 4632.
DIKE MIN
HOLD-DOWN STAKES
3
�5'MIN
r1 ��
INLET
LEVEL SECTION
X-SECTION ..
N VIEW
STANDARD •
NOTES:
1, SLOPE INLET T-SECTION UNDER THE DIKE TOWARD OUTLET END.
2. HAND TAMP THE SOIL UNDER AND AROUND ENTRANCE SECTIONS IN LIFTS NOT TO EXCEED 6".
3. ENSURE THAT ALL SLOPE DRAIN CONNECTIONS ARE WATER TIGHT.
SLOPE DRAIN DETAIL (typical)
not to scale
DATE
TYPE
PLANTING RATE
MAR. 15 - MAY 15
PERRENNIAL SEED MIX
10 LBS/ACRE
N.C. WILDLIFE RESOURCES
COMMISSION
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
(MAR. 1 - APR. 15)
ADD TALL FESCUE
120 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD WEEPING LOVEGRASS
10 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUN. 1 - SEP 1
*** TALL FESCUE AND
120 LBS/ACRE
*** BROWNTOP MILLET
35 LBS/ACRE
*** OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SEP. 1 - MAR. 1
SERICEA LESPEDEZA (UNHULLED = UNSCARIFIED) 70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
(NOV. 1 - MAR 1)
AND ABRUZZI RYE
25 LBS/ACRE
TYPE "A"
SEEDING SCHEDULE FOR STABILIZATION GRASS
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
DATE
TYPE
PLANTING RATE
AUG. 15 - NOV. 1
TALL FESCUE
300 LBS/ACRE
NOV. 1 - MAR. 1
TALL FESCUE
300 LBS/ACRE
& ABRUZZI RYE
25 LBS/ACRE
MAR. 1 - APR. 15
TALL FESCUE
300 LBS/ACRE
APR. 15 - JUN. 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUL. 1 - AUG. 15
TALL FESCUE AND
120 LBS/ACRE
*** BROWNTOP MILLET
35 LBS/ACRE
°** OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SLOPES (3:1 TO 2:1)
MAR. 1 - JUN. 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
(MAR. 1 - APR. 15)
ADD TALL FESCUE
120 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD WEEPING LOVERGRASS
10 LBS/ACRE
(MAR. 1 - JUN. 30)
OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUN. 1 - SEP. 1
*** TALL FESCUE AND
120 LBS/ACRE
*** BROWNTOP MILLET
35 LBS/ACRE
°** OR SORGHUM - SUDAN HYBRIDS
30 LBS/ACRE
SEP. 1 - MAR. 1
SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED)
70 LBS/ACRE
AND TALL FESCUE
120 LBS/ACRE
NOV. 1 - MAR. 1
ADD ABRUZZI RYE
25 LBS/ACRE
TYPE "B" SEEDING SCHEDULE
DATE
TYPE
PLANTING RATE
FEB. 1 - APR. 1
KOBE LESPEDEZA
20-40 LBS/ACRE
FEB. 1 - APR. 15
ORCHARD GRASS
15-25 LBS/ACRE
MAR. - APR.
SHRUB LESPEDEZA
16 LBS/ACRE
MAR. - APR.
SWITCHGRASS
6-8 LBS/ACRE
APR. - MAY
BAHIA GRASS
25-35 LBS/ACRE
APR. 15 - JUN. 15
LOVEGRASS
4-5 LBS/ACRE
CONSULT CONSERVATION ENGINEER, SOIL CONSERVATIOI SERVICE OR WILDLIFE BIOLOGIST
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE ThbSE WHICH DO WELL UNDER LOCAL
CONDITIONS, OTHER SEEDING COMBINATIONS AND SEEDING RATES ARE POSSIBLE.
*** TEMPORARY --
RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GR8W OVER 12" IN
HEIGHT BEFORE
MOWING OTHERWISEFESCUE MAY BE SHADED OUT.
SEEDING SCHEDULE FOR REVEGETATIQN BENEFICIAL TO WILDLIFE
Boulder
4 ft.t�6� )
DistanceT
2:]
10 ft. min.
afeOverburden-encl
(safety bench)
rDist.
Section View
Plan View
Option 1 (Boulder Barricade)
not to scale
Compacted
Earthen Berm
4 ft.t�6 ft.
¢-Distance(
Overburden
10 ft. min.
afety bencl)
Option 2 (Berm Barricade)
not to scale
8'-10' C.
Top Rail
9' '" Fabric - 9 Gauge
Terminal
1-1/2" Mesh
Post
Brace Rai
6'
r
uss Rod
ire Post
Tension Wire-,
4
L0 ��
10" 1,
Option 3 (Chain Link Fence)
not to scale
HW- HIGHWALL BARRIERS -HW-
/ --10' Min.
Pitch crown to drain
runoff the
interior of the
property
1 30' Min. 1 Property Line
2 2
Varies
=� IITI l l l l l l l l l l l l �' 1111 111 I ,111-111 111, � ,111=I I I -I I I=I I I=I I I=111_I
NOTES:
1. Slopes will be tracked during construction to aid in the establishment of vegetative cover.
2. All exposed areas will be stabilized with a vegetated grondcover upon construction completion.
BERM DETAIL - LESS THAN 30 FEET IN HEIGHT
not to scale
10' min.
Top Width
Pitch crown to drain
runoff to the
interior of the property
ZO TYP
5' Bench sloped
to Interior
f
Height Varies
1� TYP.
5' Bench Sloped
2
to Interior
1TYP.
2
NOTES:
1. Slopes will be tracked during constriction td and in the establishment of vegetative cover.
2. All exposed areas will be stabilized vnmed0rely following construction.
BERM DETAIL - GREATEN THAN 30 FEET IN HEIGHT
. ---t_
8' max.
6' max.
Steel
Post
wire
Fence
24
rd strength fabric with wir fence
en strgth fabric without wirl f@nce
Filter
Fabric
8' down & 4"
forward along
the trench
Plastic
or wire
ties
Natural
Ground
Filter
Fabric
Wire -
Fence , Remove Cross -Section View
sediment in
front on fence Backfill trench and
Steel when sediment compant thoroughly
Post depth >= 6" .-Natural
Ground
m upSlope
8"
24"
Remove sediment fence when
upgrade land is stabilized.
Linear Feet: 3100 feet
Construction Specifications:
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or polyester, which is certified by the
manufacturer or supplier as conforming to the requirements in ASTM D 6461.
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers to provide a minimum of 6
months of expected usable construction life at a temperature range of 0 to 120' F.
2. Ensure that posts for sediment fences are 1.33 lb/linear ft steel with a minimum length of 5 feet. Make sure
that steel posts have projections to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14 gauge and a
maximum mesh spacing of 6 inches.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground surface. (Higher
fences may impound volumes of water sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints
are necessary, securely fasten the filter cloth only at a support post with 4 feet minimum overlap to the next
post.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope side of the posts.
Extend the wire mesh support to the bottom of the trench. Fasten the wire reinforcement, then fabric on the
upslope side of the fence post. Wire or plastic zip ties should have minimum 50 pound tensile strength.
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Support posts should be
driven securely into the ground a minimum of 24 inches.
6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh support fence. Securely
fasten the filter fabric directly to posts. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed line of posts and
upslope from the barrier.
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact Thorough compaction of the
backftll is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavating a trench, placing fabric and then backfilling trench, sediment fence may be installed
using specially designed equipment that inserts the fabric into a cut sliced in the ground with a disc.
Installation Specifications:
1. The base of both end posts should he at least one foot higher than the middle of the fence. Check with a
level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and as close as possible to the fabric,
enabling posts to support the fabric from upstream water pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach each
tie diagonally 45 degrees through the fabric, with each puncture at least 1 inch vertically apart. Also, each tie
should be positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground level.
8. The installation should be checked and corrected for any deviations before compaction.
9. Compaction is vitally important for effective results. Compact the soil immediately next to the silt fence
fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per square inch.
Compact the upstream side first, and then each side twice for a total of 4 trips.
Maintenance:
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume for the next rain and to reduce
pressure on the fence. Take care to avoid undermining the fence during cleanout.
Remove all fencing material and unstable sediment deposits and bring the area to grade and stabilize it after
the contributing drainage area has been properly stabilized.
SEDIMENT FENCE DETAIL
not to scale
L -P
_1 I FFT
CHAIN LINK FENCE DETAIL (typical)
not to scale
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DESIGNED:
LAB
DRAWN:
LAB
CHECKED:
LAB
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETO
H A_Princeton_DET&X. D WG
DWG FILE:
SCALE:
HORIZONTAL:
1' = 200'
VERTICAL:
1' = 50'
SHEET NO.:
X-Z
3 OF: 5

Ripr
MIN. 12" #5 WASHED STONE
UPSTREAM SIDE\
CLASS 'A' STONE
FILTER FABRIC
SECTION A - A
Crushed
Stone CONSTRUCTION SEQUENCE: NOTES: A L= THE DISTANCE SUCH THAT POINTS B
1. Construct berm by placement of overburden. 1. NO end dumping of tailings shall occur during berm construction. /� A AND B ARE OF EQUAL ELEVATION
2. Prior to placement of materials for berm formation, cut vegetation nearly flush with 2. Slopes will be tracked during construction to aid in the establishment of \\/��
ground (if applicable). vegetative cover.
3. Compact materials in 1 foot lifts by construction traffic.
for Tailings Area)
TAILING STOCKPILE AREA - not to scale
1 No Construction to
occur with stream
� Grass Berm
buffer
grass (Approx. 23'to 32)
If/Access
5'to 8'
?'Min
Diversion tch
(Approx.22'to ai �
f
8'Base
2`to
Depth �� _ °+ Nat.
Ground
See Plan for
Ditch Lining
PROPOSED DITCH/BERM AT TAILINGS STOCKPILE (SECTION C-C on plan) - not to scale
for
PROPOSED DITCH/BERM AT FAILINGS
8' Base Ditch Lining
(SECTION D-D on plan) - not to scale
PLAN
"C" ENCLOSURE
TFR FN1RY UNIT
IAX .
INTER
NOTES:
1. STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP
WATER FROM CUTTING AROUND THE DAM.
2. STONE CHECK DAMS SHOULD BE SPACED IN A CHANNEL SO THAT
THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME
ELEVATION OF THE TOE OF UPSTREAM DAM.
SPECIFICATIONS
1. PLACE STRUCTURAL STONE (CLASS A) TO THE LINES AND
DIMENSIONS SHOWN ON THE PLAN ON A FILTER FABRIC
FOUNDATION. THE CREST WIDTH OF THE DAM SHOULD BE A
MINIMUM OF 1.5 FEET.
2. KEEP THE CENTER STONE SECTION AT LEAST 6 INCHES BELOW
THE END WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. PLACE SEDIMENT CONTROL STONE (#57) ON THE UPSTREAM SIDE
OF THE DAM THAT IS A MINIMUM OF 1 FOOT THICK.
4. EXCAVATE SEDIMENT STORAGE AREA TO THE DIMENSIONS SHOWN
ON THE PLAN.
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM
AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORRECT ALL DAMAGE IMMEDIATELY.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED
TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND TO
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
CHECK DAM DETAIL - not to scale
- COMPACTED EARTH DAM
PERSPECTIVE VIEW NOTE: MATERIAL IS
SHOWN AS HOPE.
HDPE VENT HDPE PIPE
HOPE ELBOW PIPE PVC CAN BE
HOPE END CAP
UTILIZED
WATER SURFACE FOR THIS
HOPE END CAP CONSTRUCTION.
HDPE PIPE HOPE PIPE
1/2" HOLES IN
HDPE TEE UNDERSIDE ORIFICE
HDPE TEE PLATE
FLEXIBLE
HOSE
HDPE PIPE
END VIEW FRONT VIEW
I ILLUSTRATION OF SKIMMER
CLASS B
EROSION
1 CONTROL STONE
CORRUGATED RUBBER HOSE
HDPE Or PVC SKIMMER
ESIGN WATER SURFACE
MAXIMUM SEDIMENT ELEV•
BOTTOM ELEV.
FILTER FABRIC
orcuirn.� i iUr40
1. SITE PREPARATIONS - CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT
TO REMOVE TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. DELAY
CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND
OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL
OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO
FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES
BELOW THE BASIN AS NEEDED.
2. CUT-OFF TRENCH - EXCAVATE A CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2
FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO BOTH ABUTMENTS TO AT LEAST THE
ELEVATION OF THE RISER CREST, OR THE SPILLWAY CREST IF THERE IS NO RISER. MAKE THE
MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION
EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. MAKE SIDE SLOPES OF THE TRENCH NO STEEPER
THAN 1:1. COMPACTION REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP
THE TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
3. EMBANKMENT - TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. IT
SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER
OBJECTIONABLE MATERIAL. SCARIFY AREAS ON WHICH FILL IS TO BE PLACED BEFORE PLACING
FILL. THE FILL MATERIAL MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND
INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL IT IS TOO WET
FOR PROPER -COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH CONTINUOUS LAYERS OVER THE
ENTIRE LENGTH OF THE FILL AREA AND COMPACT IT, COMPACTION MAY BE OBTAINED BY ROUTING
THE CONSTRUCTION HAULING EQUIPMENT OVER THE FILL TO THAT THE ENTIRE SURFACE OF EACH
LAYER IS TRAVERSED BY AT LEAST ON WHEEL OR TREAD TRACK OF HEAVY EQUIPMENT, OR A
COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10 PERCENT HIGHER
THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING.
4. CONDUIT SPILLWAYS - SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS
BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM, SMOOTH
FOUNDATION OF IMPERVIOUS SOIL. DO NO USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR
CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI -SEEP COLLARS. PLACE THE FILL
MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS, AND COMPACT IT UNDER AND AROUND
THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN
NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER
THE PIPE HAUNCHES.
PLACE A MINIMUM OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE
CROSSING IT WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR
OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE
INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY.
6. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE DIVERSIONS
WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL
TO IMPROVE BASIN TRAP EFFICIENCY.
7. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE
AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER
DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER
CONSTRUCTION.
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH, PLACE REMOVED SEDIMENT IN
AREAS WITH SEDIMENT CONTROLS.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
COMPACTED EARTH
TOP OF DAM ELEV. - DAM 12" CLASS B RIP
2 SPILLWAY RAP BELOW SPILLWAY
1 1j rHDPE PIPE
LONGITUDINAL SECTION
NOTES:
1. MEMBRANE LINING OF SPILLWAY TO BE ONE PIECE ACROSS WIDTH AND ONE PIECE
ALONG LENGTH IF POSSIBLE. TO SPLICE PIECES LAP UPPER PIECE OVER LOWER
AND ANCHOR EDGE OF LOWER PIECE.
SB-6 SHALL HAVE A 24" RISER,
TnP:142.0 AND 18" BARREL AT
ANCHOR EDGES
IMPERMEABLE
W/ 8" STAPLES
GEOTEXTI LE OR
OR PINS. ON
LAMINATED PLASTIC
DAM BURY EDGES
[TRENCH
p�
wl FTR I
IN ANCHOR
SECTION THROUGH SPILLWAY
SKIMMER BASIN SCHEDULE
Structure
No.
Depth
(feet)
-top Length at
Spillway (feet)
Top Width at
Spillway (feet)
Weir Length (feet)
Skimmer (in.)
Orifice (in.)
Dewatering
Time (days)
SKIM-1
2.0'
155'
75'
35'
6"
2.5"
3 days
ST 4
3.5'
89,
44'
8'
2"
1.6"
4 days
ST 5
4.5'
120'
50'
12'
2.5"
2.2"
4 days
SB-6
2.9
44W
29'
5'
2"
1.8"
5 days
13-7
2.0'
833'
1
2.5
1 2.5"
5 days
SB-9
3.0
180'
1 40'
20'
1 2"
1 2"
1 5 days
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DESIGNED:
BRL
DRAWN:
BRL
CHECKED:
CTC Jr
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETON
H A-Princeton-DET&X.D WG
DWG FILE:
SCALE:
HORIZONTAL:
NONE
VERTICAL:
SHEET NO.:
X-3
4 OF: 5
2% SLOPE
SKIMMER BASIN DETAIL - not to scale

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2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00
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NORTHERN BERM - 20CFS @ 1.5%, 5.3 FPS, 10" DEEP
08-6 - 6.6 CFS © 0.67%, 3.0 FPS, 7." DEEP
OB-7 — 16.7 CFS @ 1.2%, 5 FPS, 9.2" DEEP
Q COMPACTED
EARTH BERM
NOTE:
SLOPES TO BE STABILIZED WITF{IN 7 DAYS. DITCHES TO BE LINED
WITH NORTH AMERICAN GREEN SC75 OR EQUAL FOR SLOPES 0%
TO 3.5% AND SC150 OR EQUAL FOR 3.5% TO 10%. DITCHES TO
BE LINED WITH RIPRAP FOR ANY DITCHES OVER 10%.
TYPICAL TEMPORARY DIVERSION DITCH/BERM''
NOT TO SCALE
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DESIGNED:
BRL
DRAWN:
BRL
CHECKED:
CTC Jr
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETON
H A_Prin ceton _D ET&X. D WG
DWG FILE:
SCALE:
HORIZONTAL:
NONE
VERTICAL:
NONE
SHEET NO.:
X-4
4 OF: 5