20210824_Mine_Maps

HEIDELBERGCEMENTGroup
HANSON AGGREGATES SOUTHEAST, LLCE
RECEIVED
AUG 212021
SHEET INDEX:
COVER SHEET
MINING & EROSION CONTROL PLAN
RECLAMATION PLAN
BLASTING PLAN
CROSS -SECTIONS & DETAILS
M&ECP-1,2
RP-1
BP-1
X-1- X-3
SOUTH REGION
3825 Barrett Dr.
Suite 300
Raleigh, NC 27609
Phone: (919) 380m261 O
PRINCETON II QUARRY
476 Edwards Road
Princeton, NC 27569
Johnston County
Phone: [phone]
c
F
k
Rrinceton
VIP,
VICINITY MAP
MINING PERMIT No: 51-O5
PERMIT MODIFICATION
NO SCALE
LAT: 35.475350 N
LONG:-78.141 O 1 ° W
AUGUST 2021
H0. RINCETO_

l
C i i ,% / 'r {� 1, , _ ��- �� DIXON, DANNY R. N/F
% ���. \ Develo menx� � N/F m
j
N/F _ /: (yG///- ,\\�. woodaprd � 7 ��
Woodard Hill-S -%! .' I l l \ i~' `�-� N/F MdCIntOSlt, RUbiO M. o
Developmeqi c VVV I \
// COOK, GARY L. $ N/F W
rD
DEBRA D. MacIntosh, Rubie M. N/F J ���j / ��/�� q mom+,
BARNES,
C / RANDY E. $ 10 V q
KATHY / %i i G �r Z M of
N/F " N/F ice-__ / `. �
/// /r-�� ..N/F BARNES, N a m ro orc q
EASON, \ \ MARTIN, PATRICIA JASON E. N/F a �~ y jxx
eARBARA E. W D - \ \ ( \ �tN N/F A. R. WF N/F Holt-Lotlman 20 a t6 W Q
j E LN�R. I \ \ \ �� T PATRICIA - �� Barnes, Randy E. Talton, Ead L. i/ Farms LLC. / _ N I" LL
%ry R. N/F WE
Kathy C. /
-MARTIN, PATRICIA Stanley, Danny C. & 1 N/F
N/F N/F Cindy A. R. Talton, Billy Max
, \\ wF Wells, Kathryn p-
.:
_ \ `
N/F CL. 8 Young, Shannon Chase
Debra GMartinez, Me D. C. Best
�O
\ COOK, GARY L. $ _
7. _
��� EBRA G. N/F J� Z
1 \ \ f �� ,. .....,,.,0. / Toler, Joyce L.
`i N
/ \ \ l I \ . j / ■.� U
-L
\ \;/ , 1\ ILT F N EI/ O �LA AL LON \l \t \rrp N N/F J
N/F J ` OE
C S ON H OF / NOT NO WE L OWNED Y I / /F Ij
Wells Etlwartl & (a W
J '�. ¢ r LAURA LEE
ANTHONY DALE }pN FCR EN ER WITH LT E \ _ \ /J _
\ \ C F / j OT ERS ARE t1ITHIN 50 ' ` \.• �\ ) PITTMAN REV. / Kathryn 0
ENTERPRISES, LC / l OUTLEj C EVE '2�10', / OF EXCp��ATION I < �� W
1 _ �TY .(�F L EE B R TRUST
GRAPHIC SCALE: i �� '` �. �" SNG
HORIZONTAL SCALE: 1" = 300' Lo aTo \- �, -oti `�� u�raams ao� N/F
HANSON LEASE Honand,Norwood M.
0 300 60 JRALEALK/
JJ -
((( \ t WETLAND IMPACTS ��"('< "- ✓�/
W3-63.501SF (1.46AC)
AOAD �i i ,,,¢cam"/ a, Cemetery
NT
CROSSING . ^" `Y► ``.._� "�..
�\ 36 RCP PIPE LOCATION �/
HAM$ON / N/F
\\\ A .� AGGREGATE V f MILDRED D. ROWE
_
\ \ T�1 UNDER ,.yr'' f., �', -- ��
SE, LLC_ � � & TINA GRU86
_ / SCREENING
\\\ „ PR POS D BERM r°"-"ry '`r `\ LIFE ESTATE
SKII�ME / ems. �T< _ _ %x yx- "� _ � r�
BA IN# - n� _ �� r i ly Approved Mining Area
1 ;t t ;'-' V �:'.%� ��� _ 'oy .o 'tx Mine Plan Erosion $sediment Control Plan,
(TREAM /�' . �opose\� \� / �� %�/ r„v\, _ '\, A �'q ��$ Recl amati nPlan Drawings to be SubmitteCRN�a --- ;� / Ov aburd �1 \ I O Holt -Lott nn arms _✓ \ .
0
tt �V Prior an Disturbance.
RC�y
ti
O PROPOSED
ER �� �� „`111 �� �. SKIMMER ,.v'•..� a, ' \�
m
� t � � \� Piopo BASIN CF6
< .„ --
- Overbord
A _ - _ �, P.e;
, - // / tip `4* DATE:
S,
1 v_ -v,� r� o i t - 2 p
N/F 70NE5, E. K. $ I .'- � :.. . t A� V I V !:A14 I^a e. > o "t i :•. ,S
l t
/ Donna E. `. PROPOSER - �J V A1 �� L I s° =,1A .�,r j -w .� ' \ _ � 1,. �C Holland,
., v r Norwood M. N/F
- JJ
B R� J
DIXON, ALLAN
Bamh' I re ( t � :n ""& DIANE �A Existi tT \.. �' �`V l �`-- j� �`.. '�� ��P t T , w „ t \ :.� P TRUST V.
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N/F �\ �� SLOPE �,:-� ,,� �' f �� ,, V . , 0, / Y„-', mg.' 1%
A c:
STEPHENSON URgIN, TYP.
THOMAS T. A �� Proprsed / �,.o .. Q `• A �y Z
F / 1
i c
v d�rden PrOposed� - ` "
M�N ,< O
1 5 o.�erbureen`, O1\ ( xd & \ ..l
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i N/F �/ �/ /r �� �G� - o�, /• j x` \� < Prle as 1/ �o� . l i ,X�,, ,,/ „ s�//
ALLIN / r� �V
DOUGLA -.-!l 11n�seo ^9i �¢3f M
-' N/F
LINDtrR, 6 1 t
SD RAINS MILL ROAD / UV�LU LIMITED YI Z
>KIMt4,W I i &, ,,1 PARTNERSHIP
/� AV
Plop
SOry �A . A .,qb� ,\ ��� W
V / Z O
FOPER-,i
WETLAND IMPACTSsi' MPORARYam
/F DIXON \ WS-31,392SF (0.72AC1 j WE LAND AN. 9; - N!F\ \ \ 1`5a v 'e• . ? �. ,o-+ 'w:� 1` ' [ i , 1 i L
W6-2,216SF (O.OSACI ` Teer Co �i` £" , &P .`""'° < 9 , \'�1• \ F F
TREAM ROSSING €. - ( � FS '•¢ „t,-, ti w+ 1 1 ,
_ \✓ t \ LI DA S M&EC 2 �1. Existing Berm \ \ y� t '� _ ! 1=�^ ` t , W
0
N/F TA Seeding & 0 \ & M� > '® l �y W
KEE GLENWOOD $ ) Sta..ilized \\ Il 1%1 ii 0 fU 2
VN N/FGAPYCOOK, GARY W. JUDY / OPI,\� �J .� � � �i �� * i. � r � �/ � Y/
UE.SRA G. L D N,TYP Ropo ed I jj q Pit Expansion v 1
Overh u i l J / P
9 u P
uic NSF TA T, Piles ' Area
'ram Y Itc r1 9 s��� �V`
iNDA
\ D TE, L-\ _2�
V L A N ROWEL , N/f BLA MAN, `� / l 'Sj: �r�� 'i t a g -',
'� \ \\ \ MMA L. , x �, +, f K.sa ar ,y '+
�- A - tAr Z wr N n @xi N/F Z
\ V / Existng Overburden I 12y� o v ®y ij • y' `z
Holland, Norwood
N/� Bruton, g & St : t\ ssgi�*4e ,�' O Mark d I, \ C nthi d W J Seeding & Stabiilzed `,�� r Tr
\ i 1 t
PROPOS� 1 �`.. t
`I PROPOSED BERM
SKOMER 1'. AND SPILLWAY
VN BASIN# �.`.°o (ELEV:123.5) rsh< ^..,.=. -�-^�'� 4 ,^.MF -V-< r +\
/y
HEADWALL PROPOSED
INV..120.0 / 66'C�P `t i 2. .s% Sur'P tt r x nn g, UMITS 4F 1Gu
A, r s 1,/ �� vR FLOOD BOUNDARY Q
AS PER FEMA, FLOOD INSURANCE RATE W
��"� b� e K( t MAP, COMMUNITY PANEL NUMBER
3701.,8 Ot15B, JOPIV9Tf, n
`�% ✓- •�._ .,, \ �' n F"ormaus ��, ,�. N COUNTY, N
e �F gel V �, _rx57 d°t.0 �,� -�\ o rr ,x�.�� " r °k �, a t \
0
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n�reth H i a ��/ • �� / s; Q Z
DOTES: % )1 r� 1 V �^ \ °
L. Base Topography Prepared by:Stj no
iT-M:A ,, 1 Z
Blue Ridge Engineering,me 5/1998 $ L" `-^ . 4, - % t \;c i /T iL W
I a, 011111111
Continental Aerial Surveys 5/2007 (PIT/PLANT) SmN/Fith,
) �� �� / x �t \•, `, ,-� A ,,++
r\ V
' Boundary Information From Johnston County GIs. W Kenneth Jr N '; w \ �`• - t„ "\\ _ y
.�_ AA „yam anon Property.. �.1 t Z b
Property Acreage's From Hanson Deeds and _` , r` t �'�1 `©r. t � 2 0
Leases. f - % �. �t �'-� _ �� �� d K Existing � . %� , I�
LLI
I. Existing Mining Permit ND. 51-05 9 ! J �;.� ;3 Plant& �'"'� ✓ i i A
Princeton Quarry EharliesGn& x �/� -� Nego Teer �• �rockplle .. I
476 Edwards Road DTane E _� 1t i. -- / Existing N �'. , t\ 1 I I I \
Princeton, NC 27569 � \ �/ ,- -' '~ / Sediment --- - W
n
y
[phone] F Braswell, / Basinnl_ �`•.. \ `': �I-.. \ 11 ---- m LU
"N A � , � �• � '� �
I. The Information shown Has Been Compiled From Sandra G &
Previously Approved Permit Renewals or Michelle A x°� /` A V '-R",
Modifications. N/F
Strickland, - \ / `� "O6a.''�o \' t /' \" t( t ' DESIGNED. LAB
For More Specific Details, See Frances P� !� I/ t
Previously Approved Plans. \ Existing Overburden / `� e t o�" ' t // �T _ 1 SD0#1 \.
N/F �� Pile#1 o� AA k1 - (Existiny2/ DRAWN: LAB
i. Where visual screening Berms Are Planned, -,Strickland,
///
There Will Be a 25' Undisturbed Buffer and a .Frances P CHECKED: LAB
75' Unexcavated Buffer, otherwise There will .\ O \ \ / j-�'V 1
Be a 50-Foot Undisturbed Buffer Along kO
Permitted Boundary. N/F \ / ry/F JULY 2013
NNNNNN I _ _ 1 `,
MCc7oUd, Ernest �' � \ / / I ` HA SON 1Wr x� DATE:
Construction Details For Proposed Sediment and D Life Estate $ ._ f / '� .(iGGRE L6LCE5 �• Current Proposed Erosion Control Measures Have Been Added to Hill, Betty �,�F -� ) ,�' ll� �;, g Hanson Aggregates Current Current Current Proposed Proposed p Proposed 2021 Modified REGION: SOUTH
the Previously approved X-1, x-z, and x-3 MCcloud Rmndr -��_ \.4 _ � -:_ '�` �� `,., Southeast LLC Permitted Permitted Permitted Permitted New New New New Total
Detail Mine Maps. t -_ \ `�c Disturbance Disturbance LOCATION: PRINCETON
L�� "C \ % Princeton II Quarry Disturbance Disturbance Disturbance Disturbance Disturbance Disturbance Permitted for Existing Whee---a�\\ \ xisting n n ACrO$$ Across HA�RINCETON_M&ECP-1
N/F warn settnnq`J . August-2021 Modification Old Pit" New Pit" "Total" "Old Pit" "New Pit" 'Total" Disturbance
Nello L \ Bassn a 46\P River' River' DWG FILE:
't
N/F Exst - / _ �_�� Teer CD. % a Exist,ng-- .�\; a \'� � ,r Tailings/Sediment Ponds 12.1 0.0 0.0 12.1 0.0 2.6 0.0 2.6 14.7
Patel, Jason , \ wale
$ Stefanie \ / 1 %gig F �y H Stockpiles 15.2 0.0 0.0 15.2 0.0 0.0 0.0 0.0 15.2 SCALE:
N F \ \ Existing Exstln / - A o
Brian K screening _ - za"CMP°Tf E GG Wastepile$ 69.3 0.0 0.0 69.3 0.0 68.0 0.0 68.0 137.3 HORIZONTAL
ch 'sty DTrustees For Berm L_ Processing/Haul Roads 25.9 0.0 0.0 25.9 0.0 3.9 0.0 3.9 29.8 1' = 300'
__. Mine Excavation 99.3 0.0 0.0 99.3 0.0
y Cross ad a tors 92.8 0.0 92.8 192.1 VERTICAL:
l-'a0- -- Other: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
.t-. F
REV NO: DESCRIPTION OF REVISION: DATE: s, by / N F`ESR 72 ( o'0l ` 5 CMg Total Area to be Affected 233.6 0.0 0.0 233.6 0.0 167.3 0.0 167.3 400.9
O southern end of tai 1 i ngs area R No W\ N�F ( - J U I Ex sting o> ` N F I Other (not for disturbance):
s rq ,.mot- �. 10 " rmo d, Stott, t N/F 1s"cMP I 1 Smith, Oxon $ SHEET NO.:
is currently stabilized. o __`` % , E r Floors, I es E t Rose, Nan y Future Mine Area, Buffers,
Q PERMIT MODIFICATION 8/21 If this Condition changes, �, ` h M&ECP 1
a s1�i1 l $ Kathari a F i� /r 95.4 207.1 243.5 546.0 0.0 167.3 0.0 167.3 378.7
Wetlands, Stream Channels,
0 PERMIT MODIFICATION a/18 additional measures to be �'�: • \ \ ger o 1 III © / I etc
Q2 TEMPORARY CREEK CROSSING REMOVED 9/18 added. I 1
t REVISED TEMP. SKIMMER BASIN 1, OUTLET DITCH AS BUILT 10/14 \ !, i - \\�\ I / ` I(I(tII I I ' �� - 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

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
EXISTING HAUL
ROAD TO BE
REMOVED
EXISTING HAUL
ROAD TO BE
REMOVED
STREAM AND WETLAND
RESTORATION DETAIL
ISTREAM V Z(3NE',2I
I CROSSING I BUFF
RC-1
ZONE 1 \
ZONE1 BUFFER,
BUFFER \ 1�
)NE 2 \ \ \
JFFER
\ 1
\ �25LF OF TEMPORARY
CULVERT STREAM
I CROSSING
I
low
NOTE: 50' STREAM BUFFER AND WETLAND `
IMPACTS TO BE RESTORED TO ORIGINAL `
CONTOURS AFTER TEMPORARY CROSSING
IS REMOVED AND SEEDED WITH ANNUAL
RYE (TEMPORARY) AND A WETLAND MIX
(PERMANENT).
WETLAND IMPACT MAP
SCALE: 1 It= 30'
IMPACT
AMOUNT
ZONE 1
2400 SF
ZONE 2
1600 SF
STREAM
401-F 0.003 ACRES
�
a
�
wW
Z
q
w
n
200 =
w
n
S
100
0
-100
-200
-300
-400
H=1:
0
r
200
f
w
J
O
6
I
L
00.00 MAX.
URFACE
ELEVATION
UPON RE
aLA—MATICN
WATER
PR
ED M
INING O
ERATI
N
7
15'SA
FETY Rl
NCH
TYPI
IGNT
40'0
NCHHE
PICAL
I
I
I
FINAL PI
T FLOO
(EL;; -
.00)
EC
1
N
-C
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00
100
(t
-100
-200
-300
7SlIi,
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cj�N w
wo>ra0o
w =0
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aw=
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CAPACITY OF 36" RCP
CULVERTS = 133.8 CFS
EARTH FILL COVERED BY
FLARGE ANGULAR ROCK
�III�� III III Ili III„IM I III
ELEVATION
FLOW
� C I 5T 1
TOP OF BANK
S 1-REAM CHANNEL
PLAN VIEW
TEMPORARY CULVERT CROSSING DETAIL
2 NOT TO SCALE
°a•
o�
of z ~
3 0 a
200 J EE
D °w
100
0
-100
-200
-300
1j -400
FILTER
CLOTH
LARGE
ANGULAR ROCK
OVER EARTH
FILL
TOP OF BANK
8"X 8" WOOD TIMBERS
10' IN LEI\
(OR AS
EQUIF
NOTE
1. FLr.,L Lb(Vlf IVILIV I IYI I"11�J� I-1\JI\VJJ
WETLAND AREAS AS NOTED ON THE PLANS.
2. ALTERNATE METHODS OF CROSSING
WETLANDS MAY BE USED IF APPROVED BY
THE DPW ENVIRONMENTAL INSPECTOR.
9 n, n" /AAIAIIIAI I\A\
2'-0"
—
—� ----------------------
-CONNECT LOOPS WITH (2)
3/8" CABLE CLAMPS
3/8" C
STEEL
�J
EQUIPMENT WETLAND CROSSING MAT
2 NOT TO SCALE
F 200
O
0 0'
J
AA
f
s3
0011". JATER
SU
ACE ELE
ATION O
ON RECL
ATION
ENT
sSAFE
rY IIIWN�H
40' BE
CH N
IF PICAL
v
1
TYPI
Pill
DPOM
GRAM
S
C
10
DEED
FINAL
PIT FLO
DR (EL:
-360.00
>I 0+00
H=1:2!
2+00 4+00 6+00 8+00 10+00 12+00 14+00
16+00
100
-100
-200
-300
-400
18+00 20+00 22+00 24+00 26+00
ALVANIZED
CABLE
ri
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DESIGNED:
LAB
DRAWN:
LAB
CHECKED:
LAB
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETON
HA3RINCETON-LI&ECP-1
DWG FILE:
SCALE:
HORIZONTAL:
1' = 300,
VERTICAL:
SHEET NO.:
M&ECP-2
2 OF: 5
WEIR

r
.�\wBarn
v�
,
E.
• ��
Talton, Gloria P.
St
N/F Wellons, Emma J Lf
Cook, Gary L. Est & Marshburn,
& Debra G. Phyllis D W Rmnd
GRAPHIC SCALE: ) !I rro
� C � � y N/F
HORIZONTAL SCALE: 1" = 30Q'� \� \_ \ Pittman, Laura L. &
0 300 600 ^ ` \ .. Eason, Pauline B. & C/O
"� J Malton Glenn Baker
Cap Eddy a° zoo HANSDN LEASE
--- & hervll �, ` / N ES:
THE 10 EARL RECLAMATION PLAN.N PLAN
THE INTERIM
2. ALL SEDIMENT AND EROSION CONTROL MEASURES
NF SHALL REMAIN IN PLACE AND BE MAINTAINED
Holt-Lottrnann ✓<;Horc orran \ Property , i �� UNTIL RECLAMATION HAS BEEN COMPLETED
�
Farms U C'Farms LLG �
3 EXISTING
TTES ARE T❑ BE REMOVED
UNLESSDESIGNATED TOREMAIN.
1
opertY
N/F 4. ALL
rY .Q lt Loan _ r.
S
"`Bee v UNPAVED
STTABILIZ SW L I H AREAS VEGETA ION WATER
HoROAD IF SUFFICIENT
F LLC
SUFICIIET
COVER DOES NOT EXIST, ❑VERSEED AS IN
SEEDING SCHEDULE.
.1�
5. AFTER SEEDING AS PER SEEDING SCHEDULE,
=`^ SLOPES BEYOND ROAD SHOULDERS OUTSIDE
E
" i ^ \A A SHALL BE NOT MOWED AND
�`_ --� itiottmann rel�a " I rc 3 s \, ( �p �� ✓� , \ V ALLOWED TO REVERT TO NATURAL VEGETATION,
\� evarnhill'(P�`ontra' Co. ( �\\`.� \\ Hanson
^ ` /
\\ xlstingAsphalt�a Property
/F ��j �o `-%IN
a.
,
s
� /
::i,: � �.., ., . _.. \ -. s F v Hanson ,
\ 1 \
° �d��\ Lease
on
-°
operty � ans`
1 rope ty .\
r
Property
\\� N/F Bruton, �` •� / 1 `r \ \
eriTO t�Bou
C
f�d ry ynthia W
- PrO`pe�tyV Ll�� /j �/ _,._,_.__s
,r
I
ET] (Exi raterr tor-
Jurisdiction �� 1'� - 1 ���! A•, t.',,�
�rt�' LIMITS OF 700 YR FLOOD BOUNDARY
� AS PER PEMA FLOW INSURANCE RATE
O Berm "1
\ N/F it loughby, MAP, COMMUNITY PANEL NUMBER
\ r e Y n11 tR. JnNnlcmpl i`CLI'JTY. N.0
— Contour Index
- ----- --- ---- contour Intermediate �\ F geAa
Fence Rod F
Treel l ne j d Kenir,�et
Structure
,
� Road Paved �J _; J_ �K neth Jr
anson
ITT=u Road Access - //•' ✓ `- .�� \ � eem_-.: ) - I
Pro
0 Bodyowater
f N/F Langston,
Charlie G & I HBi son "
B to
R Energy Dissipater Diane E i/ _ / / Pro
Pipe/Culvert
�. N/F Braswell,
Sandra G &
Highwall Barrier Michelle A
Strickland, _ �� a� Ii3ti o) s � II
Permanent Ditch �, I� \
-- Frances P StrpdureTo emam ��., Drain p.
Edge of water ( Unti Aaacentsto [ae \�
Strickland, \ Slope is Stabilized\
Intermittent Stream Frances P _ �� �' ;_ / Ip'I
0
N/F Q I N/F
�
Mccloud, Ernest i. Heavner, Patrick r �- ,ga--
D Life Estate & V 1 Jgseph�c-
Hill, Betty �� HANSDN �A
Mccloud Rmndr \ l
130 � , \ PROPERTY � ". � N/
Griffin Jerr
PatelN,, lasonA
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Tew, an N/ e
I& uste�For r ss -. .� _ Pik ert I
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REV N0: DESCRIPTION OF REVISION: DATE: t /N7Fian by —K �EI -" SR 2372 Q\II` �\ \ \\ N y J"
T1 Bob
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Scott, Bri f it I Limite Par ship.
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Q PERMIT MODIFICATION 8/21 / +� l 1. 1 ', \ �\ I I I �� I / N/F
\ \ \ i I N/F / II Smilth, Joann & / \
\ i \ ?-,)oors, Janes E R e, Nancy
Q PERMIT MODIFICATION 4/20 - �'�, `\\ - Iu:1 Katharina F I
TEMPORARY CREEK CROSSING REMOVED 9/18 ' 'Ormond, wllliam e Jr $
/ N/F
Talton, Billy Max
N/F
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C. & Cindy
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Ray & Joyce
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Baker Rev TR .•
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Trustee Trust B Restated
Living Trust
N/F
Cemetery
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DESIGNED: LAB
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DATE: JULY 2013
REGION: SOUTH
LOCATION. NEVERSON
HA-PRINCETON-RP-1. DWG
DWG FILE:
SCALE:
HORIZONTAL:
l' = 300'
VERTICAL:
SHEET NO.:
RP-1
5 OF: 5

moo
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DIXON, DANNY QG
/��� ��i�-� ✓��� __���� � �'/// \��\ \ R. = MNCFu.
NSF _ W
Woodard Hills- ;'i ! , / I II \� / \ t \\ NSF W
Devel opmetn LtdCOOK,
; �� </ , � / // I / I I ` .� \ GARY L . & u
DEBRA D. Ma LU
BLASTING ROAD CLOSURE PROTOCOL \ = i
WHEN BLASTING WITHIN 250' OF A PUBLIC RIGHT OF WAY, THE FOLLOWING ROAD CLOSURES WILL BE IMPLEMENTED. THE DURATION OF \ ■ u m
/ CLOSURE EVENTS WILL BE MINIMIZED BY DELAYING CLOSURES UNTIL PRIOR TO BLASTS AND BY COMPLETING POST -BLAST SAFETY \\\ \ w ■ n
j !NO
j INSPECTIONS IMMEDIATELY FOLLOWING BLASTS, ALTHOUGH HANSON AGGREGATES SOUTHEAST LLC WILL ENDEAVOR TO MINIMIZE THE \\ \\ \ N/F
DURATION OF CLOSURES, PUBLIC SAFETY IS THE PRIMARY OBJECTIVE, AND SAFETY WILL NOT BE COMPROMISED BY EFFORTS TO REDUCE \\\ V�., \
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 A • R.
E . WOODARD �� p1 . ; f \\\ \ M T PATRICIA
ME ' VIN , R . /' e ROAD CLOSURES WILL BE SCHEDULED TO AVOID PEAK TRAFFIC PERIODS AS FAR AS PRACTICABLE AND WILL GENERALLY OCCUR MONDAY ` \\\ \
y' R.
THROUGH FRIDAY BETWEEN THE HOURS OF 9:OOAM TO 3:OOPM.
\\ \ � \ N/ F
TRAFFIC CONTROL PERSONNELVAV A\\ MARTIN PATRICIA
\ ` A
FOR ANY BLAST OCCURRING IN ANY AREA WITHIN 250' OF A RIGHT OF WAY, PERSONNEL WILL BE LOCATED AT DESIGNATED EITHER AT \ \ \\
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 COOK, GARY L. &
� 1 VISIBILITY CLOTHING. ALL PERSONNEL WILL UTILIZE RELEVANT COMMUNICATION DEVICES AND ROAD CLOSURE EQUIPMENT. \ \
1 A 1 DEBRA G.
/ - - PERSONNEL SHALL TRAVERSE THE CLOSED ROAD TO ENSURE NO PEDESTRIAN TRAFFIC EXISTS. \\
FLYROCK PREVENTION MEASURES
F
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 PIT IS CLOSE TO THE ROAD, MEASURES MUST BE TAKEN TO { \
/
PREVENT FLYROCK. THE POWER FACTOR HAS ALREADY BEEN ESTABLISHED BASED ON EXISTING PIT BLAST DATA, WHICH SHOULD PREVENT
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,
1 \ \ I EACH HOLE WILL BE CHECKED TO MAKE SURE EACH WAS ADEQUATELY FILLED, THE MOST SUITABLE SIZE OF CRUSHED STONE WILL BEas \
\ USED FOR FILLING BASED ON EXISTING PIT RECORDS. l
( I v J
TO PREVENT LACK OF BURDEN, FRONT ROW DISTANCES WILL BE CAREFULLY MONITORED. FRONT ROW BURDENS WILL BE MEASURED AND
THE EXPLOSIVES REDUCED IN WEAK AREAS OF THE WALL .SINCE EXCESSIVE BURDEN CAN ALSO LEAD TO FLYROCK, CARE WILL BE TAKEN
TO ENSURE PROPER BURDEN PLACEMENT. \ \ \ \ \
/ BLASTERS WILL UTILIZE EXISTING PIT DELAY DESIGNS TO COMPENSATE FOR ANY WEAK GEOLOGICAL STRUCTURES SUCH AS CAVES,
FRACTURE, FAULTS, AND MUD SEAMS BY NOT PLACING EXPLOSIVES IN THOSE AREAS OR BY REDUCING THE SIZE OR AMOUNT OF
Jj I I EXPLOSIVES IN THOSE WEAK AREAS. �� \ IF-
.,�N/F \ �,,� �A\ � IF
HANSON
NOTE: DURING QUARRY SHOTS IN THE "OLD PIT" EXPANSION AREA OR' NEW PIT" WITHIN 250' OF RAINS MILL ROAD, TRAFFIC 2
WILL Bt�Srn-��_" ETWEEN POINTS #1 AND #2 ALONG RAINS MILL ROAD. DURING QUARRY SHOTS WITHIN 250' OLD \\ , AGGR GATES SE; L \ \ r„ \\\\�\ _
\ -
�. CORNWALLIS ROAD, TRAFFIC WILL BE STOPPED BETWEEN POINTS #3 AND #4.
+ n.
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APRIL 2020
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Barnhit
H 11OltfaCt NO. oss
Existin As alt;fa t),
,.;, I, LOCATION: PRINCETON
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REV NO: DESCRIPTION OF REVISION: DATE: ILISL f
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WATER S
ORFACE ELEVATION
UPON RE
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ETY BED
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TYPICAL
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40' BENCH
TYPICAL
PRC
POSED
3RADE
F
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FLOOR
EL= -36
D.00)
EC
ION
4-A
�I
l
H
0+00
a
H=1:200
2+00 4+00 6+00
SEEDBED PREPARATION
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
8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
Notes:
1. Plant three rows of trees and/or
shrubs along berm.
2. Plantings shall be a combination
of hardwoods (such as Oaks) and
evergreens (such as Loblolly pines).
Exterior Side
3:1 Side Slope
10' Top
Width
n
Typical Cross Section
Slope Top to
— Interior Side 1'
Across Berm Top
Interior Side
2:1 Side Slope
100
0
-100
-200
-300
m
12'
200
100
0
-100
-200
-300
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B-
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2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+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 G
CUT OFF EVENLY
TWISTED GALV. WIRE 12 GAUGE
TRANSPLANTED TREE SHALL BE 2"
HIGHER IN RELATIONSHIP TO FINISHED
GRADE AS T(I)DWHdRE PREVIOUSLY
REMOVE BURLAP FROM
TOP 1/3 OF ROOTBALL
F_
TOPSOIL MIXTURE —Try
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
6 = 6"
Me
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-200
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DESIGNED:
LAB
DRAWN:
LAB
CHECKED:
LAB
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETO
H A_Prin ceton—DET&X.
DWG FILE:
DWG
SCALE:
HORIZONTAL:
1' = 200'
VERTICAL:
1'=50'
Combination Tree Plantings Berm Detail
not to s�,ale
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 BERM
TOP OF CHANNEL
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OpOp�pOO�pOp 00 CLASS B RIP -RAP
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00
T 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
1.5
12
417
10'
ST-B
1 1.5
10
170
1 14'
Note: sediment Traps Not Listed Are No Longer Required Because Ground Has
stabilized
Maintenance:
inspect temporary sediment traps at least weekly and after each significant (Yi
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.
'n . Periodically check the structure for damage from erosion or piping. check the
depth of the spillway to ensure it is a minimum of 1.5 feet below the low point
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
GATE DETAIL (typical)
1) USE A MINIMUM 12 INCH DIAMETER EXCELSIOR
USE A MINIJEO
ON UPSLOP
WATTLE.
2) USE 24 INCH LONG WOODEN STAKES WITH A 2"x2"
NOMINAL CROSS SECTION.
FLOW
4) INSTAL 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.
6) PROVIDE STAPLES MADE OF 0.125 INCH DIAMETER
STEEL WIRE FORMED INTO A U-SHAPE NOT LESS
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 ANY
STAKES
GAPS BETWEEN WATTLE AND GROUND WITH
dANGLE
WEDGE
MATTING.ATTLE
ONTO
ROUND
- OVERBURDEN PILE
- DITCH BETWEEN
ROADWAY AND
OVERBURDEN PILE
20' ACCESS ROADWAY,
GRADED TOWARDS
OVERBURDEN PILE
TTI N G
STAKE INSTALLMENT
CROSS SECTION
-USE A MINIMUM OF 4 STAKES
^_N_DOWNSLOPE SIDE
PLAN VIEW
WEAVE STAPLES THROUGH
MESH CASING OF WATTLE
DOWNSLOPE->
MATTING
-Lb STAPLES
STAPLE INSTALLMENT
SECTIONS
TEMPORARY WATTLE DETAIL
NOT TO SCALE
GRADE BERM
TOWARDS
SEDIMENT
BASIN
I BASIN _ _
15'
MIN
SPILLWAY
12" HDPE PIPE UNDER
ACCESS ROADWAY,
SPACED EVER 200' STREAM
BUFFER
TYPICAL SENT BASIN
ACCESS CROSS SECTION
NOT TO SCALE
NOTE:
A. NCDOT #5 STONE IS PREFERRED. PAD TO BE 50FT. L X 12FT. W X 6IN. MIN, DEPTH.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS IS TO BE PROVIDED.
C. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
OF MUD ONTO STREETS, PERIODIC TOPDRESSING MAY BE NECESSARY.
GRAVEL CONSTRUCTION ENTRANCE DETAIL
not to scale
REV NO: DESCRIPTION OF REVISION: DATE:
1U I PERMIT MODIFICATION PERMIT MODIFICATION�8/211
n PERMIT MODIFICATION 4120
STABILIZED
OUTLET
6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Sppported(1)
Un-Supported(1) Type of
Test Material Units Silt Fence
Silt Fence Value
Grab Strength ASTM D 4632 N lbs
Machine Direction 400
550 MARV
(90)
(90)
X-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 min 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.
4'
DIKE
HOLD-DOWN STAKES`
\\1\ 1
....... ....... ..'.�
PLASTIC
CORRUGATED --�`
PIPE
LEVEL SECTION
1.5' MIN.
X-SECTION
PLAN VIEW
STANDARD T-SECTION
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)
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 L65/ACRE
APR.
MAY
BAHIA GRASS
25-35 LBS/ACRE
APR. 15
JUN. 15
LOVEGRASS
4-5 LBS/ACRE
CONSULT
CONSERVATION
ENGINEER, SOIL CONSERVATION SERVICE 0 WILDLIFE
BIOLOGIST
FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES bR
VEGETATION OF
DENUDED
AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH b
WELL UNDER LOCAL
CONDITIONS, OTHER
SEEDING COMBINATIONS AND SEEDING RATES ARE
POSSIBLE.
*** TEMPORARY --
RESEED ACCORDING TO OPTIMUM SEASON FOR DE§iRED
.PERMANENT
VEGETATION. DO
NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN
HEIGHT BEFORE
MOWING OTHERWISEFESCUE MAY BE SHADED OUT.
SEEDING SCHEDULE FOR REVEGETATION BENEFICIAL TO WILDLIFE
8' max. 5tandard strength fabric with wir fence
6' max tratreng sth fabric Without wire fence
steel --____
Post
Post
Linear Feet: 3100 feet
FaDrlc
wire
Fence
24"
Plastic
or wire
ties
Natural
Ground
Filter
Fabric
Remove
Cross -Section View
sediment in
Backfill trench and
front on fence
compant thoroughly
when sediment
depth >= 6"
N
G round
upslope
8"
Remove sediment fence when
upgrade land is stabilized.
Construction Specifications:
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyolefms 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
backfill 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.
10' Min. -
Pitch crown to drain Installation Specifications:
runoff to the 1. The base of both end posts should be at least one foot higher than the middle of the fence. Check with a
interior of the property 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.
1 30 Min. 1 .� ` Property Line 4. install posts with the nipples facing away from the silt fabric.
L2 5. Attach the fabric to each post with three ties, all spaced within the top 8 inches of the fabric. Attach each
2 Varies 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.
_ I-_III-_III-_� I-_III-_III-_III-_III-III-III~I I -I I I-) I I -I -I i -III-III_ 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
NOTES: fabric with the front wheel of the tractor, skid steer, or roller exerting at least 60 pounds per square inch.
1. Slopes will be tracked during construction to aid in the establishment of vegetative cover. Compact the upstream side first, and then each side twice for a total of 4 trips.
2. All exposed areas will be stabilized with a vegetated grondcover upon construction completion. Maintenance:
Inspect sediment fences at least once a week and after each rainfall. Make any required repairs immediately.
BERM DETAIL -LESS THAN 3Q FEET IN HEIGHT 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
not to scale 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.
10' Min.
Top width
Will IN Pitch Pitch crown to drain
ru the the
interior of of the property
It
20 TYP 5' Bench sloped
.. - to Interior
Height varies 20 TYP. 5' Bench Sloped
2 to Interior
1 20'
' TYP.
2...
M44 8444I I I 1 I I-1 I i, I I �-1 I -I 11 I 1511
1-LI I
-1 I I-1 I I III-1 I i l l l-1 I I-1 I I=1 -1 I I I I I 1=1 11 I _' -I 1 I i I 111
III=III III=III .III-,IIIi1111_111i1Ir1 111111, .III-
NOTES:
1. Slopes will be tracked during construction to aid in the esta8i'shmera of vegetative cover.
2. All exposed areas will be stabilized immediately following E,onstruction.
BERM DETAIL - GREATER THAN JO FEET IN HEIGHT
not to scale
k Boulder
4 ft.t 6 � 1
#f ,I Distance f
2:1
'
10 ft. min.
afe
�. (safety bench)
Dist.
Overburden 1,
2.1 enc
Section View
Plan View
Option 1 (Boulder Barricade)
not to scale
Compacted
Earthen Berm
4 ft. t 6 ft.Distanc"
Overburden
10 ft. min.
cafe e
n ben )
Option 2 (Berm Barricade)
not to scale
-10, O.C.
Top Rail
- Fabric - 9
Terminal
1-1/2" MPost
Brace
Th
ru
ine Post
Tension Wir
4'
u
101, LJ
Option 3 (Chain Link Fence)
not to scale
-HW HIGHWALL BARRIERS -Hw-
SEDIMENT FENCE DETAIL
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:
l' = 200'
VERTICAL:
1'=50'
SHEET NO.:
X-2
3 OF: 5

Rip
FILTI
MIN. 12" #5 WASHED STONE
UPSTREAM SIDE
CLASS 'A' STONE
IAX .
NTER
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. �����/E �j A AND B ARE OF EQUAL ELEVATION
22. p�rido t f placement of materials for berm formation, cut vegetation nearly flush with 2. Slopes will be tracked during construction to aid in the establishment ofgro
hcable vegetative cover.
3. Compact materials in 1 foot lifts by construction traffic.
Detail for Tailings
TAILING STOCKPILE AREA - not to scale
6I Based Ditch Lining
PROPOSED DITCHBERM AT TAILINGS STOCKPILE (SECTION C-C on plan) - not to scale
for
6' Base Ditch Lining
PROPOSED DITCH/BERM AT TAILINGS STOCKPILE (SECTION D-D on plan) - not to scale
1
rr71��,uT
II6lI�X�
PLAN
PERSPECTIVE VIEW
HOPE VENT
HOPE ELBOW PIPE
WATER SURFACE
HDPE END CAP
HDPE PIPE HOPE PIPE �� y
1/2' HOLES IN
UNDERSIDE /
�� NUPE TEE
FLEXIBLE
HOPE PIPE� HOSE
END VIEW FRONT VIEW
ILLUSTRATION OF SKIMMER
B
STONE
0
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
ENCI OSURE
f:a u:Y UNIT
NOTE: MATERIAL IS
SHOWN AS HDPE.
r HOPE PIPE PVC CAN B E
t // UTILIZED
FOR THIS
ORIFICE
PLATE
CORRUGATED RUBBER HOSE TOP OF DAM ELEV. -
Z+E,SIIGN
PE Or PVC SKIMMER 2
1
WATER SURFACMAXIMUM SEDIMENT ELEV.
OTTOM ELEV.
FILTER FABRIC
LONGITUDINAL SECTION
CONSTRUCTION.
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.
813-6 SHALL HAVE A 24" RISER,
fOP:142.0 AND 18" BARREL AT
2% SLOPE
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 MAYBE 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.
ANCHOR EDGES
IMPERMEABLE W/ 8" STAPLES
GEOTEXTILE OR OR PINS. ON
LAMINATED PLASTIC DAM BURY EDGES
IN ANCHOR
COMPACTED EARTH WEIR TRENCH
DAM 12" CLASS B RIP 3.Z LENGTH 3:1
RAP BELOW SPILLWAY
PIPE
SECTION THROUGH SPILLWAY
SKIMMER BASIN SCHEDULE
Structure
No.
Depth
(feet)
Top Length at
Spillway (feet)
Top Width at
Spillway (feet)
Weir Length (feel)
Skimmer (in.)
Orifice (in.)
Dewmering
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'
12Y
50,
12'
25"
2.2"
4 days
SB-6
2.0'
440'
29'
5'
2"
1.8"
5 days
SB-7
1 2.0'
833'
24'
36'
25'
20'
25'
12'
2.5
3"
2"
2.5"
3"
2"
1 5days
5 days
5 days
SB-8A
2.0'
685'
SB-8B
2.0'
375'
SKIMMER BASIN DETAIL - not to kale
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DESIGNED:
BRL
DRAWN:
BRL
CHECKED:
CTC Jr
DATE:
JULY 2013
REGION:
SOUTH
LOCATION:
PRINCETO
H A_Prin ceton-DET&X. D WG
DWG FILE:
SCALE
HORIZONTAL:
NONE
VERTICAL:
NONE
SHEET NO.:
Xw3
4 OF: 5