NCG021013_Site Plan_20230307

Line Bearing Distance R / �� pAUL
CEMETERY
L8 N 71'-25'-04" W 49.43 �/ 50 W �.IU,
L9 S 69'-21'-50" W 85.35' / 39, G5 IM 4138
L10 S 57'-25'-19" W 57.16' Line Bearing Distance / / / / / -' N 43• ' N 695 4 -_3 67
501
L11 N 69'-55'-23" W 85.25' /„� g18.22 E P 0.67
L1 S 77'-08'-15" E 36.05' ti� / �, 53
L12 N 3W-51'-53" W 103.73' L2 S 43'-16'-59" E 30.01' 4f EL-
L13 N 66'-29'-54" W 82.51' L3 S 15'-44'-12" W 29.15' B ,�y 41 N E
L14 N 85'-55 -36" W 90.93' iOc e 07 �\ /
L15 N 17'-45'-33" W 223.79' L4 S 41'- 3 '- 0 " E 38. 6' 63 3 3 43. 001'
L5 S 46'-39'-03" W 38.65' ;,,_ 5 4O.0
/
Lt 6 N 1'-02'-34" E 70.30' a / ; E- 3t
L17 N 13'-10'-47" E 206.96' L6 N 43'-20'-07" W 127.90' a, / ,� s f=
L7 N 46'-39'-53" E 45.00' �+,�' / / My � �
L18 N 2'-22'-57" W 391.47' P/P
L19 N 18'-19'-32" W 56.32'/2 °RIB
L20 N 40'-41'-43" W 56.60' v, _ / j� / 0 P 'k' ER° " ,FtA��
L21 N 76'-32'-08" W 102.21' / / E ° e 1 io'
L22 N 56'-03'-00" W 80.77' / /� 6 ��� SOIL
L23 N 0'-53'-52" W 108.60' / o / / h ER0 1ERY� = 4'3 Screening Berm Construction Sequence:
E EIP
L24 N 0'-53'-41" W 330.39' / �N ° / ' ® ° C'EM 6 1. CONTRACTOR MUST NOTIFY NC DEQ DEMLR AND PITT COUNTY PLANNING
L25 N 24'-22'-39" W 148.69' DEPARTMENT PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY
L26 N 34'-15'-50" W 211.01' '� / / PJP 5 39, 35 EIP
L27 N 68'-27'-53" W 248.45' / / / / ®R° \ 140. cIAIR L% t T BEYOND DRIVEWAY PIPE & CONCRETE APRON INSTALLATION.
L28 N 1 W-34'-40" W 76.45' / \ o"UM 2. CONSTRUCTION AND IMPLEMENTATION OF ALL EROSION AND
L29 N 13'-41'-24� E 74.43' / 3tSEDIMENTATION CONTROL MEASURES 2 WEEKS
L30 N 14'-34'-01 W 85.64' / 303- 0 , �c
L31 N 2'-59'-51" E 126.31' / // ji/ / / ` 1 1 z ® 3. SCREENING BERM CONSTRUCTION 6 WEEKS
L32 N 13'-15-27" W 41.61' ER°
P/P t �� \
/ \N 0 4. SCREENING BERM SEEING &MULCHING 1 WEEK
Know what's below.
Call before you dig.
1-800-632-4949
Screening Berm Permanent
Seeding Schedule:
Seed Bed Preparation
Lime
- 2 tons per acre
Fertilizer (10-20-20)
- 500 pounds per acre
Seeding Mixture:
(January 1- March 31)
Common Bermuda grass (unhulled)
- 20 pounds per acre
Rye (grain)
- 25 pounds per acre
VOnx ,
� ((Nc
HWY- 33
SITE
33.3a00
PERMIT BOUNDARY -
OrA®� o THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY. AN (April 1- July 31) U1c1111 Ma
/76.34 11h- ;\ \ es � yaw `� ANTICIPATED TIME SCHEDULE OF 6 WEEKS IS EXPECTED TO COMPLETE THE Common bermudagrass (hulled) -15 pounds per acreOW Vicinity p
50' LONG CONCRETE �/ 3 ✓ (ES /„ E 12 1\®\ \ \, ' INSTALLATION OF ALL SCREENING BERMS. Weeping Lovegrass - 5 pounds per acre SCALE:1" =1000'
DRIVEWAY APRON V� 1 �pR /�'S7 OO 0 �, .
6" 3,000 PSI CONCRETE; 4" CABC G H /1N / / / �3 20, O o \ \ �► Centipede - 8 pounds per acre
N R ADEQUATE TOPSOIL AND SEED BED PREPARATION SHALL BE PLACED OR
5 P� /-� ` ;� i \ o M PERFORMED AS PART OF SCREENING BERM CONSTRUCTION TO ENSURE AT
NAB / // v ®0 \ N o ' ® LEAST 80•� PERMANENT GRASS COVERAGE ON BERMS. (August 1-December 31)
80 LF -18" CPP $' ASP / / / / �/ bs �N '� rym .o Common Bermuda grass {unhulled) _ 20 pounds per care Notes:
@ 0.5°.6 � / / / �- O3' O ` ° rye- � 3 Tall Fescue 60 pounds per acre
973 �_ / � _ SEEDING &MULCHING OF SCREENING BERMS SHALL BE PERFORMED WITHIN 7 Rye (grain) - 25 pounds per acre 1. PROPERTY AREA DETERMINED BY COORDINATES. TOTAL ACREAGE IS
/ / O • • 4;1 T 0 M }
INV. 28.9- / O , - o DAYS OF THE COMPLETION OF ANY PHASE OF GRADING. APPROXIMATELY 67.07 ACRES_.
0 0
L P/P �Q - _ o 0*0 - °; Seed Bed Protection:
•S - / 5 o � � - 2. BEARINGS SHOWN ARE NC GRID - NAD 83 BASED ON NCGS MONUMENT
O O NE O Straw Mulch 2 tons per acre (visual) "
PAUL .
R LI J, \� 100' SETBACK / r„ N �0 // /�-� �
O / / / N P0� r - O UNEXCAVATED BUFFER M / ` �/ �, Asphalt Tack - 0.03 gallons per square yard
I \ $ - 3. ELEVATIONS ARE NAVD 88 DATUM FROM NCGS MONUMENT PAUL .
\ INV.28.5 ..F... �\ Gp,E\RfM \
\ \ �' /- �/ ~'"?F=:`''• RE�N`N v �� o ��/ 4. A 100' MINIMUM WIDTH UNEXCAVATED BUFFER SHALL BE PROVIDED
PP ADJACENT TO ALL PROPERTY LINES IN ACCORDANCE WITH PITT COUNTY
PERMIT BOUNDARY
ZONING ORDINANCE.
8" THICK CLASS 0� a ��ti /
/ ` S. EXISTING ZONING WAS TAKEN FROM THE PITT COUNTY ZONING MAP,
(100T ONGj I �aE ®� o % TRACT ` O EFFECTIVE DATE NOVEMBER 3, 2003 AND THE PITT COUNTY ONLINE
g ` ` L �'y, / M Pipe Outlet to Fiat Area-- PARCEL INFORMATION SYSTEM WEB SITE.
/ PROPOSED 05 tih / ry°� ±34.49 Ac. - No Well-defirked Channel w
SAND MINE �S, o (M8. 39, PG 63J O Names 6. BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN HERON WAS J
�\ OFFICE TRAILER _ �F� C� 1 //b9 �� ` 1, La is the length of the raprap TAKEN FROM A SURVEY PREPARED BY GARY S. MILLER &ASSOCIATES, PA
\ y/ '$'` apron. ENTITLED "BOUNDARY & TOPOGRAPHICAL SURVEY FOR CAROL PEADEN
O ` / �" EIP ELIZABETH BREWER BROWN 3d0 A +� p
d =1.5 times the rriaximurrt BROWN„ DATED JULY 2, 2018.
TAX PARCEL ,f 49754 CIstone diameter t)ut not less
I �
O ® 0 � -- than 6". 7. A PORTION OF THIS PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD
'
2e.2s
f, 3. 1 n a well-defined channel ex• HAZARD AREA. COMMUNITY PANEL# 3720467900J, EFFECTIVE DATE:
� vtend the apron upthaChannel 01-02-2004; COMMUNITY PANEL # 37204669001, EFFECTIVE DATE:32.23001,
a •o / 0 28� Q,4 Plan banks to an eleva#ion of $" 01-02-2004; AND COMMUNITY PANEL# 3720476000K, EFFECTIVE DATE:
�2�� 06 g ' above the rnax!muM tailwater 07-07-2014. ZONES X & AE.
W HAUL ���' Y4 y La depth or to the top of the bank,
I�ER R \/ ROAD ti �9g� ryy,A 2q y1 ` ti� s whichever is less. 8. OVERBURDEN MATERIAL SHALL BE USED IN CONSTRUCTING PERIMETER tQ
GIL CA ROLL �, I 0f..//
o "� ./� P ss t, OFF - _
JENKINS, JR. �, ° 3,.47
4. A filter 1,tanket or fiftar fabric EARTHEN SCREENING BERM.
�3 BFRN�N� • 't'T�� T� should be installed Getwean
TAX PARCEL / 20742 o SILT FENCE TO BE / s M G II1I� "" ill the riprap and soil faundati0n. - _ 0
IN INSTALLED ALONG TOE L
Z J O OF SCREENING BERM ��_ 6/ ` Section AP blanket Legend
OUTSIDE RIPARIAN sr tih' ♦�
PERMIT / BUFFER [y2Z,9s J PROPERTY BOUNDARY V
BOUNDARY \� 0 DischargeOutlet Protection Detail _ _ _ _ .�
2g, ADJOINER PROPERTY
�9' s��'oo. RIGHT OF WAY ILf+ 0
�PIT BOUNDARY"
4
fed / 28.16 GBFRM� UNEXCAVATED BUFFER
/ TRACT 5 R
/ O �
LINl'8
E ` � ryp% a- UNDISTURBED BUFFER
f 32.58 Ac.
(M.B. 39, PG. 63)�-
5p9 RIPARIAN BUFFER
14
rnry fii / EIP EXISTING IRON PIPE
IPS - IRON PIPE SET
ERD - EXISTING RIGHT OF WA Y DISK
410/ �,_ \ _a _ 23 ya C� \ �s _ ` ` O �Q $� RjW -RIGHT OF WA Y
\ _ ®- s z ��' C L - CENTERLINE
Cr� \ _ PIP - SPOT ELEVATION
POWER POLE -
UNEXCAVATED BUFFER s.�9 __ - ��.
� ry i' \ 025.39 -
50 EXISTING TREE
PROVIDE ROCK SILT2'°s o - ry _ �a��' PERMIT BOUNDARY
ft
INTERSCHECK ECT ONAM T DITCH SILT FENCE TO BE
/ zst \ •\- v, 0 INSTALLED ALONG TOE
\ e \ \ �' - \OF SCREENING BERM
/ F\ N - _ \ PROVIDE ROCK SILT \ - PROVIDE ROCK SILT CHECK DAM ` 0
L j OCA1fOtNE \ CHECK DAM IN IN EXISTING DITCH WHERE DITCH
/ \ / pROX_ FLOOD L \ EXISTING DITCH \ LEAVES PIT EXCAVATION
P WHERE DITCH LEAVES \ \
RIPARIAN BUFFER A yCAR AE SILT FENCE TO BE \ \ , \
��• ASSOCIATED WITH 100 ZONE INSTALLED 10' OUTSIDE �F PIT EXCAVATION
o\ °i POTRACK CANAL SHALL / NON -ENCROACHMENT
REMAIN UNDISTURBED RIPARIAN BUFFER PER PITT m
AREA PCOUNTY DETERMINATION THIS PORTION F
PROJECT # C19-002 & 003 UNEXCAVATED ATED \ / ` ® \
N NE
s� BUFFER SHALL EOLIs2sZ \
\ F q SILT FENCE TO BE / REMAIN PERMIT BOUNDARY \ �'
INSTALLED ALONG TOE / SILT FENCE TO BE UNDISTURBED
\ 9�' OF SCREENING BERM INSTALLED ALONG (/
E.R. LEWIS ti \ OUTSIDE RIPARIAN ry EDGE OF 115' SETBACK SF , RIPARIAN BUFFER UNEXCAVATED BUFFER
BUFFER - F ASSOCIATED WITH
CONSTRUCTION CO., INC. '��; / 4 / � POTRACK CANAL SHALL 40�
D.B. PARCEL / 20195573 / NEA ry 1
\ ONE 50 RIPARIAN N v 50' MIN. WIDTH \ REMAIN UNDISTURBED
BUFF R
PERMIT BOUNDARY / Z Q s UNEXCAVATED 1 PROPOSED WOODSLINE ?
/ \ / �m BUFFER ADJACENT PW�pN %��� �� s°
F` y� TO RIPARIAN yp' RAP ER
ti p, BUFFER (TYP.) OVFF Q
NOS �O` _ �\
10 1 C/o/ VY
/ � ry KIMBERL Y BARRETT ^- j �'T � ` \
I/ERGIL CARROLL JENKINS, JR. <� ° " / -Y ��'�e 3q �o
TAX PARCEL 4 20745 I \ �� D.B. 0US
3488, TOGN569-570 \� pC 63 VNT
TAX PARCEL / 31754Ln
cz
Uj
BEN✓AMIN JOHNSON
a
NOTES: WATER LEVEL
TURNING RADIUS SUFFICIENT TO t2$ 7 / \ \ TAX PARCEL , 12290
1. PROVIDE
r \
ACCOMMODATE LARGE TRUCKS. / , r � �-� -, ; I-- ; 1- �' NA THAN
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION / / -i I ( 1 I I=i ! i=i I --I (-I EDWARDS \
BY ALL CONSTRUCTION VEHICLES. O o / ' / ' o ! i ; - s !-! I I=! ? _ ! i i=� i- AB. 48.E PG 599
p / �, - - TAX PARCEL
3. MUST BE MAINTAINED IN A CONDITION WHICH p ! ' i I - {✓
WILL PREVENTTRACKING OR DIRECT FLOW OF MUD JC. ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE Q ? J =i ! �-! I !-i I !-_�-! � -� � s-�=� ':. �=1 ! I 3:1 SLOPE
NECESSARY.
{-I I-III-i
4. ANY MATERIAL TRACKED ONTO THE ROADWAY / i s-s � :-! i I-s I � s I I-� 2:1 SLOPE \ cx•.,��
MUST BE CLEANED UP IMMEDIATELY. o 0 o D rp tF
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL CROSS SECTION OF EXCAVAT I 0 N
POINTS OF INGRESS AND EGRESS UNTIL SITE IS
STABILIZED. PROVIDE FREQUENT CHECKS OF THE LASSNOT TO SCALE
DEVICE AND TIMELY MAINTENANCE. C'A' STONE o o �a o !!!
6. NUMBER AND LOCATION OF CONSTRUCTION 8"MIN. DEPTH
ENTRANCES TO BE DETERMINED BY THE ENGINEER. 'Lh 3' WIDE CROWN WIDTH \ '!
7. USE CLASS'A' STONE OR OTHER COARSE
AGGREGATE APPROVED BY THE ENGINEER. '� -1-1 ! _ 37 20'
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REVISIONS:
CATEGORY
TAILINGS/SEDIMENT PONDS
STOCKPILES/BERMS
WASTEPILES
PROCESSING AREA
HAULROADS
MINE EXCAVATION
UNEXCAVATED BUFFER
TOTAL DISTURBED ACREAGE
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO ! I-! i !-
PREVENT VEHICLES FROM BYPASSING 8" MIN.
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE:
PLACE FILTRATION -
GEOTEXTILE
! ! ` 31 4' MINIMUM =i i=' i=Ti-i i- ' f-i -' f 1=i j - j ' !_ ;-
BENEATH STONE ,-i i i-i i i-! � F-! i 1=i ! i=� !-� {, � I-� ! �
WATER DEPTH
NCDOT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EARTHEN BERM TYP. CROSS SECTION @ HAUL ROAD \ \
NOT TO SCALE NOT TO SCALE NOT TO SCALE
(10' OUTSIDE 2s
NON -ENCROACHMENT AREA)
SILT FENCE TO BE
INSTALLED ALONG 2s9
S EDGE OF 115' SETBACK
Sp• PROPOSED WOODSLINE
BUF jj Y14A
(L.
1►
♦♦♦�• "r" ♦�I♦♦♦FAITH LAKE, INC.
♦♦'�,1
11``�1♦♦♦►1 �111iOw,TAX PARCEL / 08411
1
AFFECTED ACREAGE e _ L1 ,� \
0.0 AC.
0.0 AC. \ /
0.0 AC. \
0.0 AC.
0.05 AC ±
44.79 AC.± \ \
JOANNA
19.02 AC.±
h'A Vff y18E)! Ws \
63.86 AC.± \ TAX PARCEL f 18184
Owner/Applicant: References: \
CAROL PEADEN BROWN D.B. 604, PG. 200 \ �5� 100' 0 59 100,
`V ° •..-;�_Y
34" EUGENE JAMES ROAD
TARBORO, NC 27886 M.B. 39, PG. 63
[phone] ESTATE BOOK 2015E, PG. 820 \ ;
PARCEL NO.49756 & 49757 'SCALE 'I Inch = 100 ft
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Project Manager. BCF
Drawn By: EW
Checked By: BCF
Project Number: 18026
Drawing Number: D-1170
C.1
Date: 4-15-2019
(CONSTRUCT IN ACCORDANCE WITH NCDOT DETAIL No.1607.01)