NCC223053_Site Plan or Location Map_20220829

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SCALE- I"= 1000"
Erosion Control Notes- sites in excess of 1 acre
I .No person shall initiate a land -disturbing activity before notifying the City of Greenville of the date land2T44
disturbing activity will begin.
2. Existing drainage from off -site shall not be inhibited or diverted unless shown and approved on plan.
3. No land disturbing activity beyond that required to install appropriate erosion control measure may not
proceed untilerosion controlmeasures are inspected and approved by the City.
4.If more than lucre is being disturbed then scheduling of a preconstruction conference with the erosion
control insppector is required prior to initiating land disturbance activities. For inspection please ca11252-
329-4467, (48 hour notice is required). The applicable land disturbance permit and certificote will be delivered
at this time.
5. Soil stabilization shall be achieved on any area where land- disturbance activities hove been temporary or
permanently ceased according to the following schedule:
6. Seed or otherwise provide ground cover devices or structures sufficient to retain erosion for all exposed
slopes within 14 working days of completion of any phase of grading as per NPDES Permit. Seed
specification for quality shall conform to NCDOT General Seed Specification for Seed Quality.
a) Seedbed preparation shall be as follows-
b) Permanent Seed shall be as follows: SEE SEEDING SCHEDULE
c) Temporary Seed shall be as follows: SEE SEEDING SCHEDULE
7. Fertilizer and Lime shall be as follows -.The following mulch (n(3me) shall be used and shall be installed
using an application rote of (Rate). Contractor shall use specifications as detailed in the COG and/ or North
Carolina Erosion and Sedimentation Control Plan and Design Manual and/ or NCDOT. The following
specifications is applicable including installation, inspections schedule and maintenance:
(Engineer to list Sections)
8. Contractor sholl inspect and maintain as needed all erosion control devices
on a weekly basis and following a rain event greater than 0.5" over a 24-hr period.
Failure to keep erosion Control devices in good working order mayresult in issuance
of a stop work order or civil penalties up to $5000 per day of violation. Sediment traps
shall be cleaned out prior to a maximum depth of.
9.Stock piles shall be at least 50 feet from storm drains inlets and surface water
unless it can be shown that no alternatives are reasonable available.
IO.Concrete shall be contained and managed to avoid contact with surface waters,
wetland and buffers. Any hardened concrete residue will be disposed of, or recycled
on site, in accordance with local and state solid waste regulations. Concrete washout
shall be installed, inspected and maintenance as per COG detail.
II.Record of inspections shall be conducted as per NDPES permit and the 30 days
previous records shall remain on site and made available to agency inspectors at all
times during working hours.
12.The City Engineer reserves the rights to require additional erosion control
measures should the plan or its implementation prove to be inadequate. Erosion
Control measures shall be maintained and inspected as per detail sheets shown.
13.Please be advised of the rules which protect and maintain existing buffers along
watercourses in the Neuse and Tar/ Pamlico River basins. This rule is enforced by
the Division of Water Quality (DW) Direct any questions about the applicability of this
rule to project to Mr. Rogger Thorpe, regional Water Quality Supervisor. Washington
regional Office at 252.946.6481.
14.Acceptance and approval of this plan is conditioned upon compliance with federal
and State water quality laws, regulations, and rules. In addition, local city and county
ordinances or rules maalso apply to this land -disturbing activity. Approval by the
City does not supersedesy any other permit or approval.
SEEDING SCHEDULE
SEED BED PREPARATION
LIME -------------------------- 90 Ibs/ 1000 SF
10- 10- 10----------------------25 Ibs/ 1000 SF
10-20- 10---------------------- 12 Ibs/ 1000 SF
STRAW MULCH ---(AFTER SEEDING) 90 Ibs/ 1000 SF
ASPHALT TACK ------------ 200 GAL/TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 - APRIL 30)
TALL FESCUE------------------ 1.2 Ibs/ 1000 SF
PENSACOLA BAHIAGRASS--------- 0.25 Ibs 1000 SF
KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- 1.2 Ibs/ 1000 SF
(MAY I - AUGUST 31)
TALL FESCUE------------------ 1.2 Ibs/ 1000 SF
WEEPING LOVEGRASS----------- 0. 12 Ibs/ 1000 SF
KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- 1.2 Ibs/ 1000 SF
BROWNTOP MILLET --------------0.6 Ibs/ 1000 SF
(SEPTEMBER I - JANUARY 31)
TALL FESCUE------------------ 1.4 Ibs/ 1000 SF
KOREAN OR KOBE LESPEDEZA (SCARIFIED)----- 1.4 Ibs/ 1000 SF
RYE (GRAIN) ------------------ 0.6 Ibs/ 1000 SF
FOR SLOPES 2- 1 OR STEEPER ADD 30 Ibs./AC SERICEA
LESPEDEZA AND 15 Ibs. WEEPING LOVEGRASS
MAINTENANCE NOTE:
TMESRIIISPFUTONN'INNEDD ENTRANCE
T NCIFUNCTIONING CONSTRUCTION
FRESHEN UP/ADD STONE AS NECESSARY TO
ENSURE COMPLIANCE. o
PROJECT NO.: P1051-4-PH12
DRAWING NO.:
20'
o ° 000
000 g 0
0 0 °0 0
00 0 0,0° o
° 80 0
° O e�Q -0
°0 6 o
0 0°0000
0 0
0
2"-3" COARSE AGGREGATE
6" DEPTH OVER GEOTEXTILE
LINER
o 17-END
° 0 0
00
° 0 0
° o e
----- -- OF EXIST.
I I I I ROUNDING PAVEMENT
, ,
I I BEND �.--EXIST.CURB &
ROAD GUTTER
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
00
CONSTRUCTION SEQUENCE
I. INSTALL STONE CONSTRUCTION ENTRANCE(S)°
2. CLEAR AND GRUB SITE, SILT FENCE INSTALLATION
TO HAPPEN SIMULTANEOUSLY AS DEEMED NECESSARY.
3.
ROOT
RAKE
THE
SITE
AND
REMOVE
ORGANICS.
4.
GRADE
SITE
TO
DRAIN
WITH
ONSITE
MATERIAL.
5. SEED/STABLIZE SITE.
6° ALL EROSION CONTROL MEASURES SHALL STAY IN
PLACE UNTIL THE SITE IS 807 STABILIZED.
ENT IRE PROPERTY IS WOODED
PN 86554
PEOPLES BAPTIST CHURCH, INC
D.B. 3988, Pg. 32 1
M.B. 85, Pg. 195
TRACT 2
SILT FENCE WILL BE INSTALLED AS
SITE DATA
NECESSARY ALONG THE PERIMETER
BASED ON SITE VISITS AFTER THE
CLEARING AND GRUBBING HAS STARTED. TOTAL AREA IN TRACT ....... 7.2753 AC
I
I-------
- -
PEARL DRIVE -- -
I (50'R/W PAVED PUBLIC)
I---------- ----------------------------------
BLOCK " J " I S 8 5 ^ 17' 14"E 22, -) I RED OAK SUBDIVISION
10 l° 9 7' i i i SECT ION 2
585^37'S2"E I ---_ M.B. 18, Pg. 18
38.03' 21 I 20 M.B. 23, Pg. 1 19
I I I
I
ECM EIP I I
EIR 71 S85^37'52"E r1
r• ----_--__._._.s.._ _.._.._J BUFFER .._.._ \ -- ---__
�N\\---.._.._.._..----••-.._..----•-_.._.._.._, SIE CORNER
WOVDED . �• LOT 13
THE PROPERTY LINE IS THE ULTIMATE LIMITS OF RED OAK
REMAINDER OF PN 23627 - ' DISTURBANCE. THE 50 TREE BUFFER IS THE INITIAL
/
`• LIMITS OF DISTURBANCE.
BILL CLARK HOMES OF GREENVILLE, LLC '
,�' wW ! ,�' I' �+� �SSI l � THE 50' TREE BUFFER SHALL NOT BE CLEARED UNTIL
D.B. 3898, Pg. 587 5SL 1._LL ,' I `•, SUBMITTAL OF A PRELIMINARY PLAT TO THE CITY OF
M.B. 85, Pg. 68 o= ,/ '+ Aso GREENVILLE.
M.B- 14, Pg, 85 �o Lnm , + G-�.)►
M.B. 12, Pg. 92 N 4.84 AC OUTSIDE OF THE BUFFER
� i °• ��"� 2.43 AC WITHIN THE BUFFER
�` `•; ALL WILL BE CLEARED UPON COMPLETION
+
TOTAL DISTURBED AREA 7.27 AC
LLJ
LEGEND 0 7.275-----3 ACRES
o
�L
i i //
EIP= EXISTING IRON PIPE �
EIR= EXISTING IRON ROD �\ z i
ECM= EXISTING CONCRETE MONUMENT EXIST°30' NORTH
NIS= NEW IRON SET CAROLINA NATURAL \\\ i '+ i ` `• \
NPS= NO POINT SET GAS RIGHT-OF-WAY
( 10'NORTH AND 2Q'
R/W= RIGHT-OF-WAY SOUTH OF PR CRY
Q o h ` TEMPORARY CONST. s
>_ CENTERLINE
LINE)
AS PER NCNG BOOKo ENTRANCE(20'50'1'
EIS= EXISTING IRON STAKE C 1078, PGJ400 1
I
EXMH= EXISTING MANHOLE (NO PITT COUNTY REFERENCE AVAILABLE)
i WOODED i � TEMPORARY ��� TEMPORAR,Y
\ L + UTILITY **T�-ARAND
i EASEMENT
- - - - - - ;--.-.._.._ _ter .•_.._.._.._.,_,. \
--•y
17 14,W
EIS EXM
._.._.._..--•----...._.._.._.._.._..``
- - I - - - - - - 50'TREE ''}. '-°°►• ._.._ _ \ •`
147. 16, - BUFFER
`0; ` n �`�''� ` -'�• •--..�
� - - - ^NIS N 8 4 ^ 3 I 13 5 .-3-9-� - - �- - �"'� _ - \°s
I -r - 36 W N85 ^ W \
EIS \ 1
I I 9i I L - `
I M TON WEST I - �� ...`
999.77'
ALL STREETS TO BE SWEPT AS NECESSARY, BUT
A MINIMUM OF ONCE A WEEK WHILE LAND
DISTURBING OPERATIONS ARE UNDERWAY.
PN 23628
DAV ID RALPH MORGAN
ST EPHEN FLEM I NG MORGAN
ESTATE FILE 03E, SLIDE 685
M.B. 14, Pg. 12
I I LA L7 / - - - - - N85 16'22"W - ' - -
PHAS I I SEC�485°85
ION 2 I I /--------_ ---
/ G G
I I I M.B. 85, Pg. 113 I I EXISTING CITY LI 14 LINE
I 373,% I I I I / / t----- ---
I \, 372 \ , - I _ I I / / / I -325
I I I ,37 I / --- o \
I I I i ,370 I \,J69,% 1368 / ---- / / o z ,1324 \
------------
--- ,me"a[v lvlltlrtglj
L------------------ I I I I - / '�330 \1 / / `-�
----------- - -� R/W I / \` - /\� �,`�®Q�,pFEss%a,®®'
------- -----
E MOXIE 3684
'D
1 �_-------------------------- - (50'R/W 28'BC/B / / / --_
----------------- _PUBLIC) 1 / / ;J326 o �323 \ c's'"Q/N "
O I562 Wlot
O I _ \,365 /
LANGSTON WEST \''� ` RICHARD A. BROWN, PE
VARIABLE AS DIHtCItU 6Y tNGtNtth(
(8' MAX. WITH WIRE REINFORCEMENT)
(6' MAX. WITHOUT WIRE REINFORCEMENT)
N
5'(MIN.)STEEL POST
1.25 LB/LINEAR FEET
TABLE 6.62b SPECIFICATIONS FOR SSEDIMENT FENCE FABRIC NC OEO
EROSION AND SVAUTATION MANUAL
�366 / SECT IONS 8 U
M.B. 8 I, Pg. 144
I. SILT FENCE SHALL CONSIST OF 14 GAUGE STEEL WIRE WITH A MESH SPACING OF �� �• �� " - -
6 INCHES. OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH. -_.y
2. DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A / /
VARIETY OF SEDIMENT. /
3. AS MEASURED IN ACCORDANCE WITH TEST METHOD 0 46.32. /
NOTESf
1. SYNTHETIC FILTER FABRIC TO BE INSTALLED AS SHOWN ON PLAN.
2. SYNTHETIC FILTER FABRIC TO BE AT LEAST 95% BY WEIGHT OF \ /
POLYOLEFINS OR POLYESTER CONFORMING TO ASTM D 6461. SYNTHETIC \
CON$TRUCTIONOL FEOA OETEMPERIMUM OF 6 ATURE RANGING MONTHS
0 FTOX ZOC FED USABLE \ /
1-13. STEEL POSTS ARE TO BE 1.25 Lb/LINEAR FT. MINIMUM STEEL WITH A �(
WIRE FENCE-14 GAUGE MINIMUM LENGTH OF 5 FEET. STEEL POSTS ARE TO HAVE PROJECTIONS \
6'x6' WIRE FABRIC. TO FACILIATE FASTENING OF THE FABRIC.
topeow SILT MATEMK PNKMY
REp1 WWRTS
��FEENNCE
MATER LS
UO'S
T T
F t
tY4If
GRAB STRENGTH
ASTM D 4632
N(Ibs)
MACHINE DIRECTION
400
550
MARV
(90)
(90)
X-MACHINE DIRECTION
400
450
MARV
(90)
(90)
PERMITTIVITY
ASTM 0 4491
sed
0
0
MARV
APPARENT OPENING SIZE 2
ASTM D 4751
M'
I
- I
Ma..ARV
(US Sieve-)
(30)
(30)
ULTRAVIOLET STABILITY
ASTM D 4355
X Retain°
Strengt
0%after SOOt
of exposu
0%after 500
a of exposu
n T ical
a YC
4. WIRE FENCE SHALL HAVE A MINIMUM 14 GAUGE AND A MAXIMUM MESH
SPACING OF 6 INCHES.
5. SILT FENCES SHALL HAVE AN 18' OVERLAP FOR SPLICE AT END OF
LTER FABRIC
SECTION.
ZBACKFILL
6. SILT FENCES SHALL NOT BE STAPLED/NAILED TO TREES.
TRENCH
MANTENANCEt
AND COMPACT
THROUGHLY
I. INSPECT SILT FENAT LEAST ONCE A WEEK AND AFTER EACH MAJOR
RAINFALL EVENT (/' INCH OR MORE).
2. REPLACE FENCE IMMEDIATELY IF THE FABRIC OF THE SILT FENCE
ROUND LINE
COLLAPSES. TEARS. DECOMPOSES OR BECOMES INEFFECTIVE.
3. AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVED TO ENSURE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
B'MIN.
PRESSSURE ON THE FENCE. FENCE IS NOT TO BE UNDERMINED DURING
4'MIN.
CLEAN OUT.
4. UPON COMPLETION OF WORK AND ADOUATE VEGETATION GROWTH AS
PER THE PLANS. ALL FENCING MATERIAL SHALL BE REMOVED,
INCLUDING SEDIENT. THE AREA SHALL BE GRADED AND STABILIZED AND
VEGETATED ACCORDINGLY.
SILT FENCE DETAIL 2
9
60 30 0 60 120
GRAPHIC SCALE: I'I = 60'
I v1L • -
`414A I =
.4
yT.. Bo`.W
SEAL
REVISIONS
BENCRONE CALLE YOU ' Y INO. DATE DESC
(TOLL FREE) RARI 1 3111122 (
z
(OR 1-800-632-4949)
IT'S THE LAWI
PARCEL NO° 87424
EROSION CONTROL -CLEARING ONLY
FUTURE LANGSTON WEST,PHASE 92 PROPERTY
SURVEYOR'S CERT IFICATE
REFERENCE- BEING A PORTION OF THE PROPERTY RECORDED
IN DEED BOOK 3898,PAGE
587 AND MAP BOOK 85,
T CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND
PAGE 68 OF THE PITT
COUNTY REGISTRY
ESPONSIBLE CHARGE FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK �_, PAGE RAT , OR FROM BOOKS REFERENED HEREON):
WINTERVILLE TWSP. PITT COUNTY
NORTH CAROLINA
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION
FOUND IN BOOK SEE PAGE FIAT OR AS REFERENCED HEREON, THAT THE RATIO OF PRECISION
PERFORMED TO MEET
BILL CLARK HOMES OF GREENVILLE, LLC
A CALCULATED IS i 00 THAT' THIS TOPOGRAPHIC SURVEY WAS
owNER:
FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS AS APPLICABLE; THAT THE TOPOGRAPHIC
DATA WAS OBTAINED ON iti-TS-a-► ;THAT THE SURVEY WAS COMPLETED ON
WESS: 200 E ARLINGTON BLVD
THAT THE CONTOURS SHOWN AS BROKEN LINES MAY NOT MEET THE STATE STANDARD;
THAT VERTICAL CONTROL WAS ESTABLISHED AT THE SITE TO THE CLASS "A" STANDARD; AND
SUITE A
GREENVILLE, NC 27858
THAT THIS MAP MEETS THE REQUIREMENTS OF THE"STANDARDS OF PRACTICE FOR LAND SURVEYING
PHONE: [phone]
IN NORTH CAROLINA' (2 1 NCAC 56, 1600).
WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS THE DAY OFAUG , 20 22 .
DESIGNED: R A B
DATE: 7 / 2 0 / 2 2
SIGNED
AA STROUD ENGINEERING.PA
DRAWN: R A B
SCALE: III- 6 0
107-8 COMMERCE STREET
GREENVILLE, NORTH CAROLINA 27658
(2521756-9352
APPROVED: B
R A
SHEET I OF 2
PROFESSIONAL LANDS VEYOR PLS
LICENSE NO,C-OWT