NCC222481_Site Plan or Location Map_20220711

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3UMBERRY COURT «SITE - - - - - - _ EIR
SR 2237 "Smith Road" R/W 60' _ _-
- LOC LOC LOCH 51„E 3p1.66_TIE
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r LOC SF LOC SF LOC SF LOC SF LOC LOC LOC LOC ---t
n S88'08'28"E 780.98'—
I SF _
SAND o SF SF SF SF LOCSF LOCSF LOCSF LOCSF LOCSF LOCSF LOCSF C EIR
� Nq� ROAD � J
I �1
I DRIVEWAY PIPE TO BE INSTALLED I I
I12a PER THE EXISTING DITCH LINE wo
o NORTH CONSTRUCTIONTEMPORARY)
I I 1
� ENTRANCE I
VICINITY MAP
NOT TO SCALE I N/F / � I
N/F
CYNTHIA FOY BRADY I
I DPB �27, PG 8252, PG 5 DBDORA 8814,EPGE
LEGEND: 232 p
I 1
ECMO ECM -EXISTING CONCRETE MONUMENT
EIS EIS Oa EIP-EXISTING IRON PIPE I N r I
l I I I212
OO EIP-EXISTING IRON STAKE /
EIR Oa EIR-EXISTING IRON ROD
R/W - RIGHT OF WAY
PROPERTY LINE I _U11CO) I
ADJACENT PROPERTY LINE / 0
-- RIGHT—OF—WAY � N/F I \�E SO<(iT
\ JOSE V. CABALLERO & SPOUSE I 5 i
270 MAJOR CONTOUR / / I \ I / ANA INES CABALLERO O
DB 10289, PG 87 I
N
278 MINOR CONTOUR / T�F� PB 140, PG 191 I
— SF — SF — SILT FENCE LINE a
— HOC— HOC— LIMITS OF CONSTRUCTION / \ / _j J I
0INLET PROTECTION �d I Ij
/ I o I I TO BE CLEARED AND SEEDED \ I a
I v
EROSION CONTROL NOTES I "THIS PLAN IS FOR THE PURPOSE OF SITE CLEARING ONLY AND / I Cl)
Ir
NOT INTENDED FOR GRADING PURPOSES \
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT / � I ^`tip p I z
FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE FENCE. _ o
THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO _j
MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR z
I ^ v
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF / I
u)-o
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED I vl bo /
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING N/F o� ��k / / \ :q-
/
N F WILLIAM A. JOHNSON JR. N I 'n I /
CONSTRUCTION. / /
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES WILLIAM A. JOHNSON I DB 7308, PG 826 I / / I up- I /
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR DB 3056, PG 591 PB 30, PG 77 /
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH PB 30, PG 77 I p
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR o N
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE I U_
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS _ Ln \ `�
WHEN TRACKING OCCURS. o
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET �f�T 60' of \ N/F
LIMITS OF CONSTRUCTION 1C) r I /
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGEI
CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, GUMBERRY COURT R/I /
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, Z I-N GALLBERRY RUN LAND & / DEVELOPMENT, LLC
OR OTHER MEANS. CONTROL EROSION FROM ALL -can, DB 11241, PG 21 a I/ NOTE:
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES ^, pl / / THE SURVEY DATA SHOWN HEREON WAS
MUST BE NO LESS THAN FIVE FEET FROM THE Ly! I TAKEN FROM A CAD FILE PROVIDED BY:
/ / 14.83 Acres +/- \ I I / HASTY LAND SURVEYING, PLLC
TDRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT /
MORE THAN 24 HOURS. I / r 102 SHANNON ROAD
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT / 0 RED SPRINGS, NORTH CAROLINA 28377
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING "I / 1 / / TELEPHONE: [phone]
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT I / 00 / / / I / SURVEY: "MORNING GLORY" SUBDIVISION SURVEY
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON I� I DATED: SEPTEMBER 1, 2021
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR I N/F ,�' / / \ DATA PROVIDED: JANUARY 26, 2022
ROTTED EROSION CONTROL DEVICES IMMEDIATELY. N/F HELEN D. JOHNSON I p /
PG 636
8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL I VALERIE A. JOHNSON DB 3465, cal
PG 77 p \
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE ,��� I DB 7308, PG 825 PB 30, / J cb /
FINAL STABILIZATION AND PERMANENT VEGETATION HAS PB 30, PG 77
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ I / I i O / \
APPROVE THE ACTION PRIOR TO REMOVAL.
9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION / o
ACTIVITY. I
10. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL � Ir
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION I� — — — — — — / /
ACTIVITIES.
11. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE vo / / /
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES _ / N/F \ /
PERFORMING WORK ON THIS PROJECT. / / / DELTON JEROME UNDERWOOD
12. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE N/F EIR \ DB 11106, PG 154 \ /
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY ,�O
DEJEANETTA BLOUNT &HUSBAND / /
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN LINWOOD ROOSEVELT BLOUNT JRCo)� / I c � \
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE . / 3cc� �'1
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. CONSTRUCTION SEQUENCE DB PBB 6699, , PG 468 O tx
PG 19 / J /
13. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED / I I \ / /
SLOPES AND FILLS SHALL BE NO GREATER THAN THE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND EIP \
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR HOLD PRE CONSTRUCTION CONFERENCE.
OTHER ADEQUATE EROSION CONTROL DEVICES OR 2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY v0 ` /'1"' 4
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, SILT FENCE WHERE SPECIFIED. J
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY 3. CLEAR AND GRUB THE SITE AS NEEDED. / 70^ ���� \ N/F
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED 4. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED / I \ `' SHIRLEAN WILLIAMS NICHOLS /
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES AREAS. / \ DB 8627, PG 315
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 5. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO / p 7� EIP
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR REMOVE ALL TEMPORARY MEASURES.
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND / N/F
90 CALENDAR DAYS FOLLOWING COMPLETION OF ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. GLEN EDWARDS
CONSTRUCTION OR DEVELOPMENT. 7. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL DB 8846, PG 667 U 161 N/F /
14. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST PB 69, PG 19 of �01 GRADY RAY HAMMONDS \ 41 \
CONTROL MEASURES SHOWN AND ANY ADDITIONAL BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF �j5 �O �� \ DB 2750, PG 757 y /
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING TERMINATION (NOT). THE NOT IS AVAILABLE AT: I 1 S5$ \
THE COURSE OF CONSTRUCTION. HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NCG01-TERMINATION.
15. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT / c�
ARISE ON SITE IS TIME EVANS. CONTACT (910)-273-5016. MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE / r�0� EIP
OF TERMINATION PROCESS. �c� / / •
/ I / N/F \ \
AUDRA D. PRESLAR
NOTIFICATION OF COMBINED SELF -MONITORING AND GROUND STABILIZATION CHART \ DB 10204, PG 595 \ �� /
SELF -INSPECTION FORM: 7
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL. N CD EN R. OR G/WEB/LR /EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
/
TEMPORARY
a
SILT FENCE
%
/o
\
o / I I
Know what's below.
I
�s
/�o$.
\ Call before you dig.
N/F
JANICE R. DAVIS & LAVADA o
LORAINE DAVIS _j
/ j
,
\ ��
\ I
DB 10366, PG 338
PB 69, PG 19 I
��
\
\
WILLIE J. HILLS & WIFE
NE J. HILLS
O
DBE5145, PG 65
PB 98, PG 103
\ �
) \ )
U /
/
GRAPHIC SCALE
O
CP at � 7�
N/F
RONALD CHAVIS &WIFE \
60 0 30 60 120 240
ECM
PHYLLIS CHAVIS
\
N05°22'25"W
DB 6919, PG 687 \
EIS
15.04'
I-,/ RONALD D.
CHAVIS & WIFE \ \
/ /
/
( IN FEET )
1 inch = 60 ft.
/ BLANCH L. CHAVIS \ /
/ I DB 2602, PG 687 \
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF\72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
1 �
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
SMITH ROAD
PROPERTY
SUBDIVISION
EROSION
CONTROL PLAN
CLIENT
GALLBERRY RUN
LAND AND
DEVELOPMENT,
LLC
4239 Cameron Road
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1882
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
FEBRUARY 10, 2022
SHEET NUMBER
C-1 00