20170222_Mine_Maps_74-96

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VICINITY MAP
�NER�NE 5
----
�rCITY OF
TGREENVILLE
SCOPE OF WORK
THE WORK OF THIS PROJECT INCLUDES THE
CONSTRUCTION OF A MINING PIT ON THE
JULIAN C. HARRIS, JR., RICHARD F HARRRIS,
AND DOROTHY H. WELCH PROPERTY.
SHEETS
TP-1
BOUNDARY
& TOPOGRAPHIC MAP
SP-1
MINING
PIT
SITE PLAN
SP 2-1
MINING
PIT
SITE PLAN — SHEET
No.
1 (50'
SCALE)
SP 2-2
MINING
PIT
SITE PLAN — SHEET
No.
2 (50'
SCALE)
SP 2-3
MINING
PIT
SITE PLAN — SHEET
No.
3 (50'
SCALE)
SP 2-4
MINING
PIT
SITE PLAN — SHEET
No.
4 (50'
SCALE)
PB-1
MINING
PIT
PERMIT BOUNDARIES
RP-1
MINING
PIT
RECLAMATION PLAN
DT-1
MISCELLANEOUS
DETAILS
DT-2
SEDIMENTATION & EROSION CONTROL
DI TAILS
LEGEND
(NOTE: NUMBER IN LINE DENOIF_S
PIPE SIZE IN INCHES)
----GAS—
EXISTING GAS LINE
"— — — — 6�Ow
EXISTING WATER LINE
--
EXISTING STORM SEWER LINE
_- — — — — 6"OSS
EXISTING SANITARY SEWER LINE
6"OW -
PROPOSED WATER LINE
PROPOSED STORM SEWER LINE
6"OSS
PROPOSED SANITARY SEWER LINE
- — — — CAN
EXISTING CABLE TELEVISION CABLE
-- — — — T — — — — T —
EXISTING TELEPHONE CABLE
— -- — — FOC
EXISTING FIBER OPTIC CABLE
— — — OHE
EXISTING OVERHEAD ELECTRIC
— -- — UGE
EXISTING UNDERGROUND ELECTRIC
RWL
REGULATED WETLANDS
NEUSEBUF
NEUSE BUFFER
FLWAY
FLOODWAY
TPB
TAR PAMILCO BUFFER
WSD
WATERSHED
1XFL
1% ANNUAL CHANCE OF FLOOD
- - - -
EXISTING R/W
PROPOSED R/W
EXISTING CL RAILROAD
EXISTING WOODS LINE
SURVEY
SYMBOLS
•
EXISTING IRON PIPE
+
EXISTING SPOT ELEVATION
O
NEW IRON PIPE
+
PROPOSED SPOT ELEVATION
*
COMPUTED POINT
AXLE
• EXISTING AXLE
■
EXISTING CONCRETE MONUMENT
U.S.G.S. MONUMENT
❑
NEW CONCRETE MONUMENT
BENCH MARK
A
EXISTING PK NAIL
•
EXISTING RAILROAD SPIKE
A
NEW PK NAIL
(�
NEW RAILROAD SPIKE
STORM SEWER SYMBOLS
O EXISTING CATCH BASIN
PROPOSED CATCH BASIN
Ca' EXISTING STORM DRAIN MANHOLE
PROPOSED STORM DRAIN MANHOLE
EXISTING FLARED END SECTION
PROPOSED FLARED END SECTION
rI EXISTING DROP INLET
PROPOSED DROP INIET
SANITARY
SEWER SYMBOLS
-�
EXISTING MANHOLE
PROPOSED MANHOLE
O
EXISTING SEWER SERVICE
®
PROPOSED SEWER SERVICE
CO
-�
EXISTING SEWER CLEAN -OUT
O C
f
PROPOSED SEWER CLEAN -OUT
WATER
SYMBOLS
_(�Do-
EXISTING FIRE HYDRANT
E-
EXISTING PLUG
�*�
PROPOSED FIRE HYDRANT
E
PROPOSED PLUG
-i>o-
EXISTING VALVE
®
EXISTING WATER METER
♦4-
PROPOSED VALVE
®
PROPOSED WATER METER
4±+-
EXISTING TEE
C�0+
EXISTING BLOW OFF
PROPOSED TEE
60+
PROPOSED BLOW OFF
EXISTING CROSS
®
EXISTING BACK -FLOW PREVENTER
jttttj..
+HH-
PROPOSED CROSS
®
PROPOSED BACK -FLOW PREVENTER
0
PROPOSED POWER POLE
I]
EXISTING CAN PEDESTAL
�Y
EXISTING POWER POLE
M
EXISTING TELEPHONE PEDESTAL
C—
EXISTING GUY WIRE
©
EXISTING ELECTRICAL PEDESTAL
PROPOSED LIGHT POLE
0
EXISTING GAS VALVE
EXISTING LIGHT POLE
3
PROPOSED GAS VALVE
®
EXISTING GAS METER
P'
PROPOSED GAS METER
®•.
PROPOSED TEMPORARY SEDIMENT TRAP
PROPOSED SEDIMENT BASIN
PROPOSFr :IORARY ROCK CHECK DAM
PRE,. _I ARC FILTER
I I
PROPOSED INLET PROTECTOR
PROPOSED LEVEL SPREADER
D11
PROPOSED TOPSOIL STOCK PILE
F6_ I
I 1
PROPOSED TREE PROTECTION
PROPOSED TEMP. GRAVEL CONSTRUCTION ENTRANCE
PROPOSED ENERGY DISSIPATION PAD
PROPOSED TEMPORARY STRAW/NEI LINER
PROPOSED SILT FENCE
•+--`-�
— - -- —
PROPOSED LIMITS OF DISTURBANCE
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PROFESSIONAL SEAL
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LANDMINING
Herring -Sutton
A
r' 16 T r c P p
ENGINEERS •
SURVEYORS • PLANNERS
2201 NASH STREET NW - WILSON, NC 27896
TEL [phone] FAX [phone] FIRM LICENSE #C-2310
PROJECT NUMBER
15-6118A
DATE
October 2015
SURVEYED BY
tk
DESIGNED BY
rs
DRAFTED BY
th
CHECKED BY
rs
REVISION NOTES
1
2
3
4
5
6
7
8
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NOTES:
a �
l 3 ' F �0 ' 'f AR'PAM •�\ �`\ .z,PeO �� \ �,P�°POe BOUNDARY BASED ON PITT COUNTY GIS AND EXISTING SUBDIVISION
i,/ \ IF p\c /� PLATS AND DOES NOT REPRESENT A CURRENT GROUND BOUNDARY
• .R0 , j •c,-� Q °�yo SURVEY. TOPOGRAPHIC S ARE BASED ON UDAR INFORMATION AND
i °So9ey \ \ �P�poop�°y•,o DOES NOT REPRESENT A CURRENT GROUND TOPOGRAPHIC SURVEY.
Qobe,e°`'P`jO °QP�° ? © \\'G \ THIS PROPERTY IS LOCATED WITHIN A FEMA DESIGNATED FLOOD
HAZARD AREA ACCORDING TO MAP NUMBER 372047600K DATED JULY
7, 2014.
/p I��y E5 OQP� THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
\ 9AA M P \ RECORD WHICH MAY AFFECT SUBJECTCOMMITMENTPOLICY AND IS MADE SUBJECT TO ANY PROPERTY.
OF
PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
IP ff/ \ PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
O\Z� ��y C��O NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
l� Qy F, h —� ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
J
°eoepoQryoh\S �/ 4 �\�P��k \ �S a
,y a •�\� © OTHERWISE NOTED.
o
oQPe`O m �F�• �c�1 \Pr\ O i •y `qgo / \ / © QQ "�•�
aIF°Q/ AREA COMPUTED BY COORDINATE METHOD.
/ B
JURISDICTIONAL DICTIONALDETERMINATION DATED FEBRUARYU10,�2017. TAR-PAM
RIVER BASIN RIPARIAN AREA BUFFER k STREAM DETERMINATION DWR
\�^
016-0003 DATED JANUARY 13, 2016.
4•I' .�, ,. "M - \ - / y, ^-- h IF DURING THE MINING OPERATION A CEMETERY IS DISCOVERED,
PROVIDE A 25 FOOT UNEXCAVATED BUFFER BETWEEN THE CEMETERY
~ ,, —� p•fJ v. 5'0�'�0 / \ '� '� AND ANY MINING OPERATIONS THAT WOULD AFFECT THE CEMETERY.
PIN: 4760-72-0590
ZONE CODE:
t
r/ \! /'•IPc,Q'e5 h° / f" PROPERTY REFERENCES:
DEED BOOK 3053 PAGE 452
o
ww PROPERTY OWNER:
• "' )"' t'a + JULIAN C. HARRIS, JR,, RIHARD F. HARRIS, AND DOROTHY H. WELCH T OFFICEBOX64
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100 0 100 200 s00
TRC Stamp: City Council Stamp: Revision Date B Date: October 2015
= Herrin —Sutton �c Associates P.A. _ ) p
Harry Mining Pit — Boundary & scale: 1 100 Ma No.
SEAL Y ° * Topographic Map Drawn by: MV/"M 2O15-6118A
r ears — Surveyors —Planners Flan T.icense C-2310
Belvoir Twp Pitt Co N C
2201 Nash Street NW * Wilson, North Caruiona 27896 * (252 291-8887 ' % `' ° ° Sheet No. TP-1
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Z
Im
b
I N/F
PROPOSED MINING I' N/F CHERYL S. MILLS
/ N/F448
DPD PROPERTIES II PERMIT BOUNDARY (TYP) PHILLIP N. MILLS DB U41 P 251
ICHERYL S. MILLS I PARID# 26251
�D6 2300 P 5 34.0 ACRES I DB 937 P 122 10' PLANTED SCREENING BUFFER I
PARID# 03113 / PARIDp z1so7 AS PER 10(H)(2) OF THE PITT COUNTY N/F
N/F , PHILLIP N. MILLS
DAME) GLADSON 25 NCDEQ ZONING ORDINANCE HERYL S. MILLS
DBRID# 150 I UNEXCAVATE PROPOSED MINING I Pq PARID# PARID# 21850 p
BUFFER PERMIT BOUNDARY (TYP.) I
I 34.0 ACRES
10' PLANTED SCREENING BUFFER
\ AS PER 1O(H)(2) OF THE PITT COUNTY
* /
• � 50' TAR--P.4M. BUFr-cR .- !JPIO!S?URbEU � � 30 AOL ZONING ORDINANCE �' �
�_---� 1JN-EXCAVATED AREA
END NEW PERIMETER � ---- . _ _ ---
FENCE 0.5' INSIDE AREAS NORTH OF T PAM BUFFER TO LLOWS FOR FUTURE I < �� \
PROPERTY LINE 50 TAR BUFFER - UNDISTURBED ��BE AGRICULTURE USE AT )HIS TIME. A MINING 308.6' A34
I
��
ife --- -- R W ACQUITION
�8 PERMIT MODIFICATION AYBE SUBMITTED IN ' NCDOT ) I=
\ THE FUTURE FOR MIN G THIS AREA I I
AREAS NORTH OF TAR-PAM BUFFER I
/ SG T TO BE AGRICULTURE USE
LIMITS EXCAVATION
TION EqM
PROPERTY OF U�rE
1�L JULIAN C. HARRIS, JR., SG' T \O A R I JULIAN C. HARRIS JR., RICHARD F. HARRIS, I
RICHARD F. HARRIS, AND 4 9p U7y - AND DOROTHY H. WELCH I
k� O '1 �� I DB 3053 P 452
DOROTHY H. WELCH 7q� FQ STAR PARID# 10190
' DS 3053 PG 452 b�• CR 9
/ PARCEL # 10190 VnP Fir FO I
PROPOSED ARC FILTER F BEGIN NEW PERIMETER N/F
_ PIN 4760720590 , MARGARET MITCHELL HARRIS
�° 32' \ UNDISTURBED AREAS OF a /�� 741 FENCE. 0.5 INSIDE � DB 3392 P 374
�_ PARID# 10290
p MINE PIT TO BE �1%prG.� PROPERTY LINE / MINING I ''C
o Z \ SEEDED & MOWED ha�G PERMIT BOUNDARY Cu I
r Y COGDELL, ET. AL. CDILL
DB 3427 P 494 I -ri < •I, -_ -'
RABID 13806 -1 D \ _ D
i1;0 --1
1T1 7AB
% ^ o r B I EDP #2
? PROPOSED NCDOT SPECIAL L=8
PIT UPPER SOIL ( Ln w o W=6'
1 II z CONTROL SILT FENCE
PROPOSED MINING Q. 6 TOPSOIL H m m T 1 T=1'
n LIMITS OF MINE 0
NO OVERBURDEN s�
P IT BOUNDARY (TYP) A \ o ,�I I CL A STONE
34.0 ACRES -�T�0 BU T f o EXCAVATION ILA
/, 1\
yEXCAVP BERM J m
150 W11 pEp SUt
EB J T
N I ao NEW ENTRANCE GATE / \
A I A / \ CONCRETE /ASPHALT
o H
TEMPORARY ENTRANCE
now
STOCKPILE o I �oI �A-}
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6 � GENERA ED 00 h
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MATCHER. m MATCH A PERMANENT 0°0- 0°0000 o°p °oo °o0 0 o°Oo °°po=
ry a� 24' SOIL EDP #1 HAUL oo `
v `: TEMPORARY L _18 ? PROPOSED SILT FEN E ROAD o° PROPOSED 24"
0 T^'t HAUL ROAD W-y J coo I GRAVEL DRIVE / I
NEW R/W TYPE o T=2' Lz> \ oO \ /
PERIMETER FENCE N/Fs C
0 L B STONE ¢
HARRIS ACRES INC
i - DB 1861 622 m \ ��
PARID#9534 1 308.6'
Ir ; \ \ 50' UN-EXC!`�ATED BUFFER
11 WITH PLANTED BERM
AND DOROTHY I N/F / \ JULIAN C. HARRIS JR., RICHARD F. HARRIS,
H. WELCH
053
DB RIO# P 452
•� O 1� \ �$Z _ - - - - PARIDp 10190
PROPOSED MINING HARRISNCRESINC \\
_ -� DB 1861 P 622 ? \ / /
PERMIT BOUNDARY (TYP) PARID# 69533
34.0 NEW R/W TYPE I '
PERIMETER FENCE/F
© 33' BERM -�' I II BAR INC
INC I
OSED SEC 1 - HARRIS ACRES DB 17 P 622
y N/F pROp ET 0T.1) _ / N/F �i MAP BOOK 59 P� 88 PARII # 69544 I
HARRIS ACRES IN- 1 E SHE _ , \ / 23 �` \ AUSTIN D. COPPAGE
DB iD# P 622 (SE DB 3301 P 504
PARID# 69532 1 �� UNEXCA ATE �-.(� \ / N/F I PARID# 82365 I I I
1 HARRIS ACRES INC # l
BUFFER DB 1e61 P ezz
��i PARID# 69541
PROPOS D ARC FILTER EC 1 - HARRIS ACRES8 MARGARET MIT HELL HARRIS
N/F MAP BOOK 59 P 86 \J374
"I N/F MARCUS M. MITCHELL DB RO# P 90
HARRIS ACRES INC PROPOSED MINING `CONSTANCE N. MITCHELL Q PERMIT HAS BEEN �CBTAINED J PARID# 10290
\DB 1861 P 622 / DS 3337 P 343 21
'. PARID# 69531 SEC,' - HARRIS ACRES P RMIT BOUNDARY (TYP) pgRlDp 6953 I ;'-'M� ' I FOR FILL OF WETLANDS I
1� rJ�I�BBOK 59 P 88 34.0 ACRES /F.. - N/F E%ISTING
1 H RRR ACRES INC_-- HARRI Acaes INc IN PERMANENT BUFFER E 'NG
DB 'ID# P 622 DB 1861 P 622 TYP J I
I 9 ACTION ID SAW-2017-00042
� © \ l PARID# 69539 1 PARIDp 69540 FEBRUARY 9, 2017
N/F HARRIS NCRES INC
\ N/F - I HARRIS ACRES INC DB 1861 P 622 11+, -
DS 1861 P 622 PARID# 59537
HARRIS ACRES INC I W
N/F PARID# 69535 , a11­11
' DB J P 622
PARID#ID# 69530 HARRIS ACRES INC %
T _
\ I / DB 1861 P 6 SEVILLE ROAD
\ PARID# 69536 �
hp Z
J 1 N/F
\ 1 I I I I Il GREGORY DBC33 6LP WELCH LEGACY, LLC
T1 �1I PARID# 20018
�VERGIL CARROLL NJENKINS, JR. ET.AL.
DB 2015E P306,
PARy/I/D# 2074242
I -
SEDIMENTATION/EROSOIN CONTROL
CONSTRUCTION SEQUENCE
HARRIS MINING PIT
1. OBTAIN COPY OF APPROVED MINING PERMIT WITH APPROVED PLANS / 1
2. MOW SITE I
3. INSTALL CONSTRUCITON ENTRANCE/PERMANENT HAUL ROAD
4. INSTALL NCDOT SPECIAL CONTROL SEDIMENT FENCE FOR TEMPORARY STOCKPILE ARE
5. INSTALL PROPOSED ARC FILTER AND ENERGY DISSIPATOR WHEN STORM DRAINAGE
PIPES ARE INSTRALLED.
6. COMMENCE MINING OPERATION 1
7. COMMENCE LOGGING AND CLEAR AND GRUBBING ON WEST SIDE OF MINING PIT ,y
8. DURING MINING OPERATION MAINTAIN GRASS COVER ON ALL UNDISTURBED AREAS.
GRADE AND EXCAVATE MINE IN SUCH A MANNER AS TO DIRECT SEDIMENT INTO THE
EXISIT MINE AND AWAY FROM TAR-PAMILCO BUFFER AREAS AND ADJOINING PROPERTY OWNERS
1CAR0 0,, TRC Stamp. City Council Stamp: • • •
p Re sion Date B - •
ccc / H -Harris ining i
RUNE S
z�
c� O�
S1 P
Vicinity Map
NTS
NOTES:
BOUNDARY BASED ON PITT COUNTY GIS AND EXISTING SUBDIVISION
PLATS AND DOES NOT REPRESENT A CURRENT GROUND BOUNDARY
SURVEY. TOPOGRAPHIC S ARE BASED ON LIDAR INFORMATION AND
DOES NOT REPRESENT A CURRENT GROUND TOPOGRAPHIC SURVEY.
THIS PROPERTY IS LOCATED WITHIN A FEMA DESIGNATED FLOOD
HAZARD AREA ACCORDING TO MAP NUMBER 372047600K DATED JULY
7, 2014.
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
COMMITMENT/POLICY AND IS MADE SUBJECT TO ANY DOCUMENT OF
RECORD WHICH MAY AFFECT SUBJECT PROPERTY.
PROPERTY IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF
RECORD.
PROPERTY LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES.
NO NCGS GRID MONUMENTS LOCATED WITHIN 2000 FEET.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
AREA COMPUTED BY COORDINATE METHOD.
USACE NWP #18 ISSUED ON FEBRUARY 9, 2017. USAGE
JURISDICTIONAL DETERMINATION DATED FEBRUARY 10, 2017. TAR-PAM
RIVER BASIN RIP AREA BUFFER & STREAM DETERMINATION
#16-0003 jD U 13, 201 Wr aq, g1-,b8,:+.+s
IF DURING INING OPERATIO A CEMETERY IS DISCOVERED,
PROVIDE A FOOT 'BUFFER BETWEEN THE CEMETERY
AND ANY MINING OPERATIONS THAT WOULD AFFECT THE CEMETERY.
PIN: 4760-72-0590
ZONE CODE:
PROPERTY REFERENCES:
DEED BOOK 3053 PAGE 452
PROPERTY OWNER:
JULIAN C. HARRIS, JR., RICHARD F. HARRIS, AND DOROTHY H. WELCH
POST OFFICE BOX 64
WILSON. INC 27834
MINING OPERATION RECLAMATION:
UPON CLOSING OUT OF MINING
OPERATION EXISTING MINING PIT TO BE
CONVERTED TO POND OR LAKE WITH
FRONTAGE ALONG NC HWY 33 WEST
TO BE PLATTED INTO RESIDENTIAL LOTS
WITH OWNERSHIP OF POND OR LAKE
INCLUDED IN ONE LOT.
CATEGORY
AFFECTED ACREAGE
BERMS
1.32
AC
STOCKPILES (TEMPORARY)
0.30
AC
WASTEPILES
0
HAUL RD
0.27
AC
HAUL RD (TEMPORARY)
0.88
AC
PROCESSING AREA
0 AC
MINE EXCAVATION
16.45
AC.,
BUFFER (UNEXCAVATED)
12.18
AC
TOTAL AFFECTED
30.22
AC.
CATEGORY
UNAFFECTED
ACREAGE
AR PAM BUFFER
(UNDISTURBED)
3.78 AC
OTHER
0
TOTAL PERMITTED
34.0 AC.
100'
E - erring -Sutton cx Associates, P.A. SEAL Overall
- Engineers - Surveyors - Planners / FYrm License #C-2310 PLT Construction Co. 1131*
139 pit Site Plan
Belvoir Twsp , Pitt Co , N C
2201 Nash Street NW • Wilson, North Carolina 27896 • [phone]
f-CITY OF
/GREENVILLE
-I,k�
200' 300'
Date: May 2016
Scale: 1" = 100' Map No.
Drawn by: RTM/TWH 2O15-6118A
Sheet No. SP-1

0
N/F PROPOSED MINING
- DPD\ PROPERTIES II PERMIT BOUNDARY (TYP)
- —/DB 2300 P 5 34.0 ACRES
PARID# 03113
N /F
DAVID GLA
DB 2666 F
PARID# 2'
i
j
EN[
Z//
N /F
BILLY COGDEL ET. AL
DB 3427 494
PARID# 1 06
vk \
T7-----------------
i 50' 1A,R rAM SUFFER
!JNDIS'I*URBED
50' TAR--PAM BUFFER — UNDISTURBED 196<7p8-mallow
I
I
I
I
I I
PROPERTY OF
\ ,JULDAN C. HARR�S, �Irs
rCHARD F. HARRIS, AND
"OROTHY H. WELCH
DB 3053 PC 452
\ PARCEL # 10190
PIN 4760720590
132
1 MAJCHLINE gA9,
PHILL
ICHER
DB
PAR
100'
0'
200' 300'
2016
City Council Stamp: ReVl�lon Date B Harris Mining Pit
- -- Herrin —Sutton & Associates, P.A. gg pit site Pan Date: May
Scale: 1" = 50' Map No.
PLT Construction Co Sheet No. 1 Drawn by: RTM/TWH 2O15-6118A
- Engineers — Surveyors — Planners f Firm License #C-2310 r 1
2201 Nash Street NW Wilson, North Carolina 27896 252 291-8887 `�O' Scale) Sheet No. SP 2-1
� > Belvoir Twsp., Pitt Co., N.C.

l-n
N/F
IPHILLIP N. MILLS
CHERYL S. MILLS
DB 937 P 122
PARID# 21807
DEQ
ATED
:R
iPHILLIP N. MILLS \ ,
CHERYL S. MILLS
DB U41 P 448
I PARID# 26251
I N/F
PHILLIP N. MILLS
CHERYL S. MILLS
DB 937 P 122
I PARID# 21807
I
I
10' PLANTED SCREENING BUFFER I
\ AS PER 10 H 2 OF THE PITT cdUNTY
� OO I
, I ZONING ORDINANCE I
-� N—EXCAVATED AREA
� I
\ I �
AREAS NORTH OF T tPAM BUFFER TO I
BE AGRICULTURE USE AT THIS TIME. A MINING 308.6' GALLOWS FOR FUTURE I
I UITION)
PERMIT MODIFICATION MAYBE SUBMITTED IN NCDOT R/W ACQ
THE FUTURE FOR MINI G THIS AREA I I I
I
AREAS NORTH OF TAR—PAM BUFFER
S
O I
T TO BE AGRICULTURE USE
T FR N/F
JULIAN C. HARRIS JR., RICHARD F. HARRIS,
AND DOROTHY H. WELCH
DB 3053 P 452 I
PARID# 10190
BEGIN NEW PERIMETER N/F
FENCE. 0.5INSIDE I �+ I MARL DB T3392 PELL 374 HARRIS
PARID# 10290
PROPERTY LINE / MINING I "�
PERMIT BOUNDARY
6I
I I
1%
\ I
o e� \ a\\ EDP #2
II x I —
PROPOSED NCDOT SPECIAL L=8
CONTROL SILT FENCE ► cn o \ems, \ W=6'
T=1'
II > tam LIMITS OF MINE o a
�- - EXCAVATION �� w r� I CL A STONE
� I
r NEW ENTRANCE GAT �i I CONCRETE ASPHALT
TEMPORARY ENTRANCE
II N ON —SITE GENERA ED 00 ho ..MEN
TOPSOIL 000 000
i 0
�0°STOCKPILE00 ° 00o00 0000�O1ATCHLI E Aao000 000C)0C) IPERMANENT ° 00 INEW
I i
HAUL o o °
00
ROAD 0I PROPOSED 2491 \ ' 100' 200' 300,
PROPOSED SILT FENE °o loo' o'
00L DRIVE i
Revision Date B • — . — Harris Mining Pit Mining Pit Site Plan FDate:May 2016
Herring Sutton & Associates, P.A. �7 f� - 50 Map No.
Engineers — Surveyors — Planners Firm License #C-2310 PLT Construction Co• Sheet No• 1GrRTM/M 2015-6118A
C� • (50' Scale)
2201 Nash Street NW +Wilson, North Carolina 27896 + [phone] Belvoir Twc • , Pltt Co •, l� • V • Sheet No. SP 2-2
10' PLANTED SCREENING BUFFER
AS PER 10(H)(2) OF THE PITT COUNTY
ZONING ORDINANCE
PROPOSED MINING
PERMIT BOUNDARY (TYP.)
34.0 ACRES

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F_ I � NEW ENTRANCE GATE // I `. I',
CONCRETE / ASPHALT
TEMPORARY � ;/� �'',� ENTRANCE
� ON- ° SITE GENERA ED ° o
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PROPOSED SILT FEN E ROAD 00 ° PROPOSED 24" 00 ° _/- , GRAVEL DRIVE
N _
--
/ /
WITH PLANTED BERM
I
_ ! JULIAN C. HARRIS JR., RICHARD F. HARRIS,
AND DOROTHY H. WELCH
\ I
DB 3053 P 452
PARID# 10190 I
`e /' NEW R W TYPES I I ��
I 24 25 PERIMETER FENCE �6
N I I
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SEC 1 — HARRIS I ACRES HARRI7ACRES INC I
/ N/F MAP BOOK 59 PI 88 PARP# 69544
\\ EQ � /// I AUSTIN D. COPPAGE
// NSF / DB 3301 P 504
TE I
HARRIS ACR S INC I PARID# 8236.5
> I DB 1861 P 622
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PARID# 6P541 I _
FIL ER SEC 1 — HARRIS ACRES I I NSF
MAP BOOK 59 P 88 I I I MARGARET
MITCHELL
HARRIS
DB 33374
22 I PERMIT HAS BEEN OBTAINED — / ) PARID# 1oz90
FOR FILL OF WETLANDS I
N/F IN PERMANENT BUFFER EXISTING I.
�ARRIf6l
ACRES INC
DB P 622 I ACTION ID SAW-2017-00042 I DWELLING
PARID# 69540 I FEBRUARY 9, 2017
SE VILLE R OA -
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I I II I GREGORY BUCK WELCH LEGACY,
DB 3316 P 842
PARID# 20018
N /F
I I / VE�GIL CAROLL JEP 306
NJR. ET.AL.
R
PARID# 20742 —
I I _
/ I
TRC Stamp: 'City Council Stamp:
L.
Herring -Sutton & Associates, P.A.
Engineers — Surveyors — Planners / Firm License #C-2310
2201 Nash Street NW + Wilson, North Carolina 27896 • [phone]
— Harris Mining Pit —
PLT Construction Co.
Belvoir Twsp., Pitt Co., N.C.
Mining Pit Site Plan
Sheet No. 3
(50' Scale)
Date: May 2016
Scale: 1" = 50' Map No.
Drawn by: RTM/TWH 2O15-6118A
Sheet No. SP 2-3

d
PROPOSED MINING
PERMIT BOUNDARY (TYP
34.0 ACRES
/ 1Y
Tpe
' n' --- TP13 -� ` M.
5� —�_
TA,R�PAM BUFFER UNDISTURBED
SO' TAR-PAM BUFFER
1Pe _ - UNDISTURBED
LIMITS OF MINE
I EXCAVATION
I
' O O
O
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rn
I X
I rrin
A v
PROPOSED MINING
PERMIT BOUNDARY (TYP) I
34.0ECA'\4P.TEOgERMER
150, UN' P�pNTEO
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PROPOSED MINING {
PERMIT BOUNDARY (TYP)
34.0 ACRES {
BERM
{ II PROPOSEOSHEET OT _ 1) � -
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PROPOSED MINING
PERMIT BOUNDARY (TYP)
34.0 ACRES
UN -EXCAVATED AREA
\ AREAS NORTH OF TAR -HAM BUFFER TO BE AGRICULTURE USE AT THIS TIME. A MINING
PERMIT MODIFICATION MAYBE SUBMITTED IN
\ THE FUTURE FOR MINING THIS AREA
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\` �R�BU AgMY
rq�,r e�FFF\
SC' 0 R A
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—r 0
25' NCDEO
UNEXCAVATE
LIMITS OF MINE
EXCAVATION
PROPOSED MINING
PERMIT BOUNDARY (TYP.)
34.0 ACRES
8,6(ALLOW'-' UITION)
NCDOT R/
AREAS NORTH OF TAR-PAM BUFFER
TO BE AGRICULTURE USE
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HAUL 00
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a
VATED BUFFER
150' UN-EXCANTED BERM I
WITH PLANTED
_ - - —J
man OP
_ no I
PROPOSED 24"
GRAVEL DRIVE
308.6,
5
KP�NERINE
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Vicinity Map
NTS
M I I I M PROPOSED MINING PERMIT BOUNDARY
' ' PROPOSED LIMITS OF EXCAVATION
CITY OF
IGREENVILLE
PROPOSED 25' NCDEQ UNEXCAVATED BUFFER
100' 0' 100' 200'
• • • Date: May 2016
E O`/ '' TRC Stamp: City Council Stamp: Re910n Date By - /� ,
• — Harris Mining Pit —
�9�..: Herring Sutton & Associates, P.A. Scale: 1 = 100Map No.
SEALP- Engineers — Surveyors — Planners Firm License #C-2310
LT Construction o•ermit Boundaries Drawn by: RTM/TWH 2O15-6118A
tii N s� 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] Belvoir Twsp., Pitt Co., N.C.1�Sheet No. PB-1

a
SC' 1A.R-F.4M PUFFERVj, RuEL'
TRC Stamp: j City Council Stamp:
qRr vUF'F
1611P UNp�
ri1
Herring —Sutton & Associates, P.A.
— Engineers — Surveyors — Plannerh Firm License #C-2310
2201 Nash Street NW * Wilson, North Caj olina 27896 * [phone]
I
PROPOSED MINING PERMIT BOUNDARY
PROPOSED LIMITS OF EXCAVATION
— — PROPOSED 25' NCDEQ BUFFER
—X--X--X--X-- NEW R/W FENCE
PROPOSED LAKE (WATER)
ISEEDED AREA
BERM AREA
�CNER�NE S
4
Vicinity Map
NTS
n K .0 N
D
�mx a�
< F >
M� ¢w�
SOIL PATH a SOIL PATH
WOODED BUFFER
� BERM
3
SCOPf7 4'+/- WATER WATER WATER 4+ - 51- =
III 11-"l 11 III=1 I El I I I I Firl i I I i II� W.
?,
El I M I -III
�U=:jI I-1 (-
LINE A -A
NOT TO SCALE
n r- N N
DUJ
�mx I<2
D n W
m x > ~
SOIL PATH ° SOIL PATH
R PAM BUFFER UNEXCAVATED BUFFER
SCO'l 4' WATER WATER 4'+/-
I _
`_ —III I I ICI II 1 I I —I 1 I IIII—_I III —III hI 1 Jy
_ 111=I 1 =1 I III- -11 I I 1=1 I I 1 I I-1 I EEL 1=1ll
-III-III7,77
-III III III=1y
LINE B-B
NOT TO SCALE
— Harris Mining ]Pit —
LT Construction Co.
Bel oir Twsp., Pitt Co., N.C.
MINING OPERATION RECLAMATION:
UPON CLOSING OUT OF MINING
OPERATION EXISTING MINING PIT TO BE
CONVERTED TO POND OR LAKE WITH
FRONTAGE ALONG NC HWY 33 WEST
TO BE PLATTED INTO RESIDENTIAL LOTS
WITH OWNERSHIP OF POND OR LAKE
INCLUDED IN ONE LOT.
100' 0' 100'
Reclamation Plan
FCITY OF
/GREENVILLE
300'
Date: May 2016
Scale: 1" = 100' Map No.
Drawn by: RTM/l 2O15-6118A
Sheet No. RP-1

w
W❑VEN WIRE FENCE
END OR GATE LOCATION
1■riw�ilw■■I■rwl■■■1■■lirir -
1■1111■■■� V ■■■■II■■■1111■■■�\■■■■/�■■■11
"��GROUNI) LINE
81
PD sa
FENCE CORNER
LINE
BRACES SHALL ETAT
BETWEENTOTO 1IJSED
WHEN ANGLE I�15
OR GRATER
END,
CORNER ORGATBPOSTS
'
'Y
NOT
EXCEEDING 324 FEET.
THIS
MAXIMUM INTERVAL MAY BE
REDUCED BY
THE
ENGINEER ON CURVES WHERE
THE DEGREE
OF CURVATURE IS GREATER THAN
3 DEGREES,
0
4,
LINE BRACES SHALL ALSO BE PLACED AT THE
END OF EACH ROLL OR PIECE OF WOVEN WIRE,
LINE BRACES
(MAXIMUM SPACING 324')
THE BRACE WIRE IS TO BE PLACED AROUND THE POST WIRE IS TO BE DRAWN TAUT
BY TWISTING BETWEEN EACH POST. THIS APPLIES TO ALL BRACE WIRES. POSTS ARE
TO BE NOTCHED FOR BRACES, ALL BRACES ARE TO HAVE TWO GALVANIZED 12d OR
THREE GALVANIZED 10d NAILS AT EACH END,
CURVED TO FIT
DIAMETER OF FRAME
o CURVED TO FIT
DIAMETER OF
0 BOLT HINGE
�5/8 HINGE CLAMP
(2 REQUIRED) LATCH DEVICE IS TO BE OF TYF
krv* - APPROVED BY THE ENGINEER.
HINGE ASSEMBLY, AS DETAILED,
IS SUGGESTED SUBSTITUTION
/B" T rr 5MAY BE MADE SUBJECT TO
(2 REQUIRED)
APPROVAL BY THE ENGINEER.
GATE FRAME IS TO BE I?"
DIAMETER GALVANIZED STEEL
PIPE EXCEPT AS SHOWN HERE,
TAR PA M BUFFER 0' MIN.
20' 30,
GRASS UN -MAINTAINED
N BUFFER STRIP GRASS
I ¢ BUFFER STRIP
(Do > TO BANK OF
DRAINAGE
a j r STRIP =
U H
WATER 4'+/ S�Op6 —I -'—I I =1 -
III -III -I
-lii Ifl=�lll III -III=
`�ll1 _LII-_III=
PIT EXCAVATION ADJACENT
TO TAR-PAM BUFFER
NOT TO SCALE
n MT nAnnrn %/TDF
RIGHT-OF-WAY FENCE
NO SCALE
POST FOR BLOCKING DRIVEWAYS
OR OTHER ENTRANCES
TO BE INSTALLED IN ADDITION TO FENCE WHERE
SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGINEER
Co v
�J W
¢E
v
�F>
X'
xw
U
EXCAVATED BUFFER
WATER 4'+/_ SLOP, -
t=111
z`
-1I -1 Vff I_I-I I1=1I I
PIT EXCAVATION ADJACENT
TO UNEXCAVATED BUFFER
NOT TO SCALE
IEN
** SCREENING BERM MUST BE ESTABLISHED WIHIN 1 YEAR OF
COMMENCEMENT OF MINING ACTIVITIES
ow_CARS%,,,+TRCStamp: City Council Stamp: Re sion Date B
FSS
% `Herring —Sutton & associates, P.A.
SEALEngineers — Surveyors — Planners Firm License #C-2310
2201 Nash Street NW • Wilson, North Can4ina 27896 • [phone]
LOBLOLLY PINES
PLANT 10' OC EACH WAY
(OVEN WIRE FENCE
IT BARB WIRE
V INERT DEBRIS 33.0' J
BERM DETAIL
TYPICAL AREA OF INERT DEBRIS DISPOSAL WITH 2' MINIMUM EARTHEN COVER
NO SCALE
— Harris Mining Pit —
PLT Constrction Co.
Belvoir Twsp., Pitt Co., N.C.
PROPOSED 48 LF-18"
RCP MATCH EXISTING
DITCH INVERT
INSET "A"
j J
\ PROPOSED 180 LF-36"
HOPE MATCH EXISTING
DITCH INVERT
INSET "B"
DITCH DETAIL
NO SCALE
100'
Miscellaneous Details
' loot 200' 300'
rD
te: May 2016
ale: 1" = loot Map No.
awn by: RTM/TWH 2O15-6118A
Sheet No. DT-1

NOTES:
1. Toe in backfill into trench and compact the soil firmly to anchor the bottom
of the silt fence so that the runoff is forced to go through the fence. No
N
N
runoff is to flow under the fence.
2. Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length
FILTER FABRIC.
of 5 ft. Make sure that steel posts have projections to facilitate fastening
-I
n..
the fabric. Filter fabric may be attached using wire or plastic zip ties that
N
r
6' MAX WITH EXTRA STRENGTH
FABRIC. W10 WIRE FENCE.
have a minimum 50 lb tensile strength.
3. Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 Ft.
4
w
e' MAX, WITH STANDARD STRENGTH
of fence,
FABRIC WITH WIRE FENCE.
4. Silt fences should not be used at pipe outlets or in areas of concentrated flow
N'
(creeks, ditchlines, swales etc.)
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5. Construct the silt fence sediment barrier with either Standard Strength or Extra
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N,�
Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90
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or equiv.) is used, wire mesh support IS required. If Extra Strength fabric
(Mirafi 1OOX or TerraTex SFD or equiv.) is used, NO support is required.
.,,
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6. Standard Strength fabric (TerraTex SF 90 or equiv.) with 8 ft max post
N' y'
WIRE IS REQUIRED FOR
STANDARD STRENGTH
spacing DOES require support by wire mesh fastened securely to the upslope
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N'
FENCING. SEE NOTE 5.
side of the posts. Use wire fence with a minimum 14 gouge and a maximum
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mesh spacing of 6 Inches. Extend the wire mesh support to the bottom o
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the trench. Fasten wire reinforcement, then fabric on the upslope side of the
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fence post using wire or plastic zip ties that have a r-linimum 50 lb tensile
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NOT 11
SELF -FASTENING STEEL
strength.
7, Extra Strength Filter Fabric (MI100X or TerraTex SF D or equiv.) with 6 ft
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POSTS OR EQUIVALENT. DRIVE
max- post spacing DOES NOT require wire mesh support. Securely fasten
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Ni N' N'
POSTS 24" INTO GROUND.
filter fabric directly to posts. Wire or plastic zip ties that have a minimum 50
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SEE NOTE 2.
SEE
tensile strength.
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I.
90' TYPICAL
110' MAX.
>1 DRIVE STEEL POSTS
II' MIN. 24' (EXTRA DEPTH
REQUIRED FOR UNSTABLE
SOILS)
TYICAL SILT FENCING DETAIL
100' MIN.. OR LONGER
(BUT SUFFICIENT TO
KEEP SEDIMENT ON SITE)
l
SEE NOTE 3
ALLOW SUFFICIENT RADIUS TO , I SEE NOTE 2
ENSURE TRUCK WHEELS STAY
ON THE STONE ;
PLACE FABRIC UNDER STONE STE WIDTH OF PROPOSED
SREET, WHICHEVER IS GREATER
9
EXISTNG ROADWAY 35' MIN. 15' MIN.
2% SLOPE (SEE NOTE 2)
z 2'-3- STONE TO BE USED
M SECTION A -A (SLRGE PILE STONE OR
RAILROAD BALLAST
W RECOMMENDED)
IF CANNOT MAINTAIN
CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS: WASH STONE WILL BE
REOUIR®.
1. Clear the entrance/exit area of all vegetation, roots, and other objectionable
material.
2. Grade the road foundation so that the entrance/ exit will have a cross slope.
3. Stone size - Use MSHA size No. 2 (2 1/2" to 1") or AASHTO designation M43,
size No. 2 (2 1/2" to 1 1/2"), or No. 4 (Railroad Ballast).
4. Maintain the gravel pad in a condition to prevent mud or sediment from lecving
the site onto the public right-of-way. This may require periodic top dressing with
additional stone as conditions demand repair and/or cleanout of any measures
used to trap sediment. Should mud be tracked or washed onto road, it must be
removed immediately.
5. If construction on the site is such that the mud is not removed by the vehicle
traveling over the stone, then the tires of the vehicle must be washed before
entering the existing roadway. When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-way. When washing is
required, it shall be done on an area stabilized with crush stone which drains to
an approved sediment trap or sediment basin. All sediment shall be prevented
from entering any storm drain, ditch, or watercourse through use of sand bags,
gravel, boards, or other approved methods.
6. Install silt fence or tree protection fence to ensure construction entrance is used.
---------------
STANDARD CONSTRUCTION
ENTRANCE DETAIL
,
ENERGY DISSIPATION PAD
DESIGN PROCEDURES FOR RIPRAP OUTLET STRUCTURES ARE PRESENTED IN
APPENDIX 8.06.
THE CRITERIA FOR DESIGN OF RIPRAP OUTLETS ARE:
CAPACITY--10 YR. PEAK RUNOFF OR THE DESIGN DISCHARGE OF THE
WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER.
TAILWATER DEPTH-- DETERMINE THE DEPTH OF TAILWATER IMMEDIATELY
BELOW THE PIPE OUTLET BASED ON THE DESIGN DISCHARGE PLUS On"r
CONTRIBUTING FLOWS. IF THE TAILWATER DEPTH IS LESS THAN NAF ,..E
DIAMETER OF THE OUTLET PIPE AND THE RECEIVING STREAM IS
SUFFICIENTLY WIDE TO ACCEPT THE DIVERGENCE OF FLOW, IT IS CLAS`.sD
AS A MINIMUM TAILWATER CONDITION. IF THE TAILWATER DEPTH IS GREATER
THAN HALF THE PIPE DIAMETER, IT IS CLASSED AS A MAXIMUM TAILWATER
CONDITION. PIPES THAT OUTLET ONTO BROAD FLAT AREAS WITH NO DEFINED
CHANNEL MAY BE ASSUMED TO HAVE A MINIMUM TAILWATER CONDITION
UNLESS SITE CONDITIONS INDICATE OTHERWISE.
APRON SIZE-- THE APRON LENGTH AND WiDTIH CAN BE DETERMINED
ACCORDING TO THE TAILWATER CONDITION. IF THE WATER CONVEYANCE
STRUCTURE DISCHARGES DIRECTLY INTO A WELL-DEFINED CHANNEL, EATENO
THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS
TO AN ELEVATION OF 0.5 FT. ABOVE THE MAXIMUM TAILWATER DEPTH OR
TO THE TOP OF THE BANK, WHICHEVER IS LESS (FIGURE 6.41C).
THICKNESS-- MAKE THE MINIMUM THICKNESS OF RIPRAP 1.5 TIMES THE
MAXIMUM STONE DIAMETER.
STONE QUAUTY-- SELECT STONE FOR RIPRAP FROM FIELD STONE OR
QUARRY STONE. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER -RESISTANT. THE SPECIFIC GRAVITY OF THE INDIVIDUAL STONES
SHOULD BE AT LEAST 2.5.
FILTER --INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE
OPENINGS IN THE RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED
GRAVEL LAYER OR A SYNTHETIC FILTER CLOTH. DESIGN FILTER BLANKETS
BY THE METHOD DESCRIBED IN PRACTICE 6.15, RIPRAP.
CONSTRUCTION SPECIFICATIONS
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE
REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL
REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING
UNDISTURBED MATERIAL LOW AREAS IN THE SUBGRADE ON UNDISTUR®ED
SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIE®
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS ANO BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLAHQN,
REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER
PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS
SHOULD OVERLAP A MINIMUM OF 1 FT, IF THE DAMAGE IS EXTENSIVE,
REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AV014
DAMAGING THE FILTER.
5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE:
MAXIMUM STONE DIAMETER.
6, RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE
HARD, ANGULAR, HIGHLY -WEATHER -RESISTANT AND WELL GRADED.
7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WIN
THE RECEIVING AREA OR SLIGHTLY BELOW IT.
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE
IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF
THE APRON.
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11.
PERMANENT SEEDING).
IEW ONLY)
1,==LpnI=-==p1=111111call_lu=np-e11uT=pll-=11=_IlIl, I-T=11=11v11=lrr=llT-l=I a---=Il =p=-il'Tiell n, c1=lT=I�=I, L-
Id
ITuc°-
1. 'J s TIE .A ' CC TIE RFRM URCN.
Z D - 15 TMES TIE ,A WUW STJ,E ,.A ETER BUT
NOT LESS THAN a-
D. M MEll-OFFl1E0 E%1EKD THE APRON uP iNE
CHMNEL T W A ro AN DFVATION H e• ABDK THE
BMK TAI EVER IS
OEPIH DR 1D THE lOP OF THE
BANK MACH EVER IS IE55.
4 A FILTER gANMET OR FILTER FABRIC 5NWW BE
NSTALLED BETWEEN TIE MPRM AHD SOIL
FOUNDATION.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
-P _ �1_. V4RI4BLE
flIPRAP
ISOMETRIC VIEW
LCI
1- 1'hC:1i C moon iEHG1N
1Y - APRW I
a % RPE u1N pLpN
d c APItCN IXPTN
i- LP I
SLOPE 0 { ROw
NOTES: s- SEpi0,1 A -A ... �..
SEE APPROPRIATE AYEDLAE FM gMEN90N6
,. lA IS lHE IFNGM OF THE RIPRAP APRON.
1.3 11NE$ TIE MAlW1UM STIXIE DIAMETER
Blft NOT l IwN 6-.
> A FLTEA BLA,AET OR FILTER FABRIC SHAD BE
NSEAMED BE1MEEx RE RIPXA➢ AND SQL
F ATKN.
PIPE OUTLET TD FLAT AREA - NO WELL DEFINED CHANNEL
TYPICAL ENER(,Y DISSIPATION PAD
,\`-'�"C o%,,,
TRC Stamp:
City Council stamp:
Revision
Date
By
Herring -Sutton &
- ISEAL l
Engineers - Surve3
T....
2201 Nash Street NW, Wilson, North
,''''�/EEC SHE„• ``P•`
____
Associates, P.A.
ors - Planners
•trohna 27896 [phone]
1 SEDIMENT CONTROL STONE
SEDIMENTCO'.
1 I
WATER FLOW ►
STEELPOST
2' DEPTH
3�
6
1/4°WIRE MESH
SEDIMENTCONTROL
STONE
U r,
� C)
NCI)OT SPECIAL CONTROL
SILT FENCE
SEED NG SCHEDULE
SEEDING (PERMANENT)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
SPECIES RATE(I /B ACRE) SPECIES. RATE ( UH/ACRE)
BERMUDA GRASS (HULLED) 35 BERMUDA GRASS (UNHULLED) 35
CENTIPEDE 10 TALL FESCUE 50
GERMAN/BROWNTOP MILLET GRAIN 10 ANNUAL RYE 10
SEEDING (TEMPORARY)
SUMMER MARCH 1- AUGUST 31 WINTER SEPTEMBER 1- FEBRUARY 28
SEEDING MIXTURE
SPECIES RA fLe/A R) SPEDIES- RATE ( BI /ACRRE)
GERMAN/BROWNTOP MILLET GRAIN 40 ANNUAL RYE 20
OATS 50
COIL AMENDMENTS
APPLY LIME AND FERTIUZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEER FOR APPROVAL, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE 10-10-10 FE14TIUZER FOR SUMMER SEEDING. FOR VANIER SEEDING APPLY LIME AND
FERTIUZER ACCORDING TO SOIL TEST PROVIDED TO ENGINEE# FOR APPROVAL OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL
UMESTONE AND 700 LBS/ACRE OF 10-1G-10 FERTIUZER
APPLY 4.000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL TACKING RATE TO BE 0.10 GALLONS PER SQUARE YARD. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ML)LCH ANCHORING TOOL IF CRIMPING IS USE THE ABOVE STRAW APPLICATION
RATE SHALL BE DOUBLED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500
LB/ACRE 10-10-10 FERTIUZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS IMMEDIATELY.
CONTRACTOR IS RESPONSIBLE FOR MOWWG, RESEEDING, FERTIUDNG AND UMING IF ADEQUATE GROUND COVER IS NOT OBTAINED AT NO
COST TO OWNER.
11 TYPICAL SEL DING SCHEDULE
Material Specifications
e Hardware cloth shall be a wire mesh with %-inch
openings and constructed from minimum 24-gauge
wire that is at least 48 inches in width, as required
in Section 16o6-2 of the Standard Specifications.
s Steel posts shall be a minimum of 5-feet long,1-318
inches wide on the face parallel to the hardware
cloth, and be of the self-fastenerangle steel type.
See Section 1606.2 of the Standard Specifications;
e Sediment control stone shall be NO.5 or No. 57
stone that meets the requirements of Section ioo5
of the Standard Specifications for these stone sizes.
Construction Specifications
Hardware Cloth a The hardware cloth shall be installed at a height of 2 feet and placed 2-
feet under the sediment control stone.
e Sediment control stone shall be installed on the outer face of the
hardware cloth to a height of afoot.
e The top of the hardware cloth shall be a minimum of 1-foot below the
shoulder to prevent flow from backing up into the roadway.
e The top of the hardware cloth shall also be minimum of i•foot below
any clean water diversion to prevent runoff from backing up, mixing
with clean water and bypassing the SSCF through the clean water
diversion.
Stee l Posts a The steel posts shall be installed a minimum of 2-feet deep and with a
maximum spacing of 3 feet.
Si It Fence a SSCF sections used with silt fence in wetland areas shall be limited to
i5-foot sections spaced a maximum of Zoo feet apart to allow for
complete removal of sediment control stone and to minimize impacts
to wetlands.
• When SSCF is used in conjunction with silt fence, sediment control
stone should extend (overlap silt fence) winches on either side
Maintenance
e Inspect the device periodically and after each significant rainfall event for damage and sediment
accumulation to confirm the device is functioning properly.
e At a minimum, remove sediment from the device when accumulations reach one-half the height of the
sediment control stone.
III Replace cr clean the sediment control stone as needed to allow water to drain through the device between
rainfall events.
e Rebuild andlor repair the device when it is damaged.
e Repair areas where SSCF becomes undermined due to concentrated flows.
NEW STABILIZATION TIMEFRAMES
(EFFECTIVE AUGUST 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
F SLOPES ARE 10' OR LESS IN LENGTH AND ARE
SLOPE STEEPER THAN 3:1
7 DAYS
NOT STEEPER THAT 2:1, 14 DAYS ARE ALLOWED
[� SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
- Hat ris Mining Pit -
PLT Construction Co.
Pivoir spot Pitt Co., N.C.
16
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ARC FILTER DETAIL
Sedimentation and
Erosion Control Details
Date: May 2016
Scale: no scale Map No.
Drawn by: twh 2015-6118A
Sheet No. DT-2