SW6190801_1285-PERMITTING (SIGN & SEAL)_9/3/2019

STRICKLAND ROAD
BC MORNNGLORY DRIVE
C �Z
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MCMILLAN FARM SUBDIVISION
� SITE
mmSITE DEVELOPMENT PLANS
o LITTLE R E
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g / POS i
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CEDAR CREEK TOWNSHIP
JAKE ROAD
VICINITY MAP
NOT TO SCALE
�44
NORTH
EXISTING UTILITY OWNER
WATER
EASTOVER SANITARY DISTRICT
3876 Dunn Road
Eastover, North Carolina 28312
910-229-3716
Contact: Tal Baggett
Know what's below.
Call before you dig.
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Scott Brown, PE
email: [e-mail]
STEDMAN, NORTH CAROLINA
CUMBERLAND COUNTY
INDEX OF DRAWINGS
C1.0 - EXISTING CONDITIONS
C2.0 - C2.2 - SITE PLAN
C3.0 - C3.2 - GRADING AND EROSION CONTROL PLAN
C4.0 - C4.2 - GRADING PLAN
C5.0 - C5.2 - UTILITY PLAN
C6.0 - C6.3 - PROFILES
C7.0 - C7.1 - SITE & EROSION CONTROL DETAILS
C7.2 - WATER DETAILS
OWNER/DEVELOPER
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
910-391-2836
Contact: Wesley Meredith
email: wesley1 [e-mail]
SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: [e-mail]
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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
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
TAX I D# 0487-95-6119
MAXWELL ROAD
CEDAR CREEK TOWNSHIP
STEDMAN
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
SEE SHEETS
DATE RELEASED
AUGUST 22, 2019
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

T
JAKEROAp _ \ \ Rio^. ALAN BRANDON CORE &WIFE, �00 �-
o5 S°�° / / TRACY LEIIGPG ORE
NORTH �121 o •� '9s6„ N/FDB
�� 125 F8 STEVEN CURTIS CORE, PB 132, PG 72 /
e o a Q DB 3642, PG 744
VICINITY MAP a 6A a 22'�� / PB 82, PG 20
10° � � 0 a
NOT TO SCALE
S11 °10'34"E
90.99 S49°20'30"E !III 1 1 00 �N/F D
♦ S34°00'03"E 1 89.80 �� S66°36'49"E I CECIL K. CULBRETH, JR. &WIFE, /
22.55' S p S00°06'31 "W 110.06' BEDORAH W. CULBRETH
♦ \ r o EXISTING DB 9910, PG 527
99.40' V S44°47'46"E I.9
120 0 ��i O AXLE �� PB 87, PG 194
/- ° S36`450.94' 80 68 0 1 �I ".0 °° 6 1oovR o SA 360� ° / LYNETTE CORE AUTRY &HUSBAND, /
/ DENNY B 3423A PG AUTRY622
N55°59'57� Q 0 26 /
106.66' 120 `0 9 /
XI c7 S�34j2g., 76, ?9� 1 1 i � � FLD 4A.
P Z O � 1°2 S2 E 9�R 6 Q O 1" SQUARE-CT1
(_' THE RUN OF� STAKE
z co GREAT CREEK IS 119 1oo>R /
cn vi THE PROPERTY LINE 7 0 118 v° �--. 9
UU,, 01 8 C p O O 0y�' / \ 2 %
r*i O7
cn ♦ �� o N/F /
p �� 1oovR F / MARK JONES & WIFE,
LEGEND: R Iry / 1
EIP O EIP-EXISTING IRON PIPE °Zy cn'n p� o� /9 `♦ 1j S°7° I BOBBI J PG Fro
EIS°°� oo t a I 1 �87 / D PB 011218 PG 82 7
O EIS -EXISTING IRON STAKE N 1L __i r'r, 0 OF g
EPK
ERBO EPK-EXISTING PK NAIL
O ERB-EXISTING REBAR o 118 G
1/2" N33°59'57"W 508.14' Q /
N/F NOW OR FORMERLY N33°59'57"W EIP �23 �
co
R/W - RIGHT OF WAY 29.61' I 2
PROPERTY LINE I I 124 '-�\ � ° G✓ p ��`O D / � /
ADJACENT PROPERTY LINE I N/F w 0 ` a °o °?r
MARTIN D. BAREFOOT & WIFE, ♦ / '� / `1f001
RIGHT-OF-WAY I KIMBERLY M. BAREFOOT 0) 117 ` o EIS
-SETBACK LINE I I I DB 9997, PG 758 r7 ♦ p Q /
125 W WATER LINE PB 133, PG 107 w ,
I
OVERHEAD UTILITY I ��- �� �of 0 ? N °� ♦ 4 - 115 °2R6S
PERMANENT EASEMENT I ^ ,,3 o • 1>> V�`3� ` 3
o S7) <
100 YEAR FLOOD LINE 1 0 I-f�' N/F ° z �/ ♦ > �C7 ` �2 ° °
CENTERLINE OF CREEK a I ^� RAMY AWAD & WIFE, ` N/F Q� ♦p Q o `3s�, }� N/F
— UNSUITABLE SOILS I � - VANESSA AWAD o �(�) WBM AG, LLC / p o o ` Ss SO,,` �RUSSELL R. STRICKLAND & WIFE,
J ^ TRACT 1 OF A6, �L JACKIE MARLOW STRICKLAND
� DB 9496, PG 782 1`L O ♦ o a
e PB 121, PG 82
W PB 133, PG 107 o DB 10168, PG 245 o DB 4716, PG 832 \
120 MAJOR CONTOUR I � 1EiP 121 � 1EIP � � ♦ 115
117 MINOR CONTOUR I X m o �/ `♦ O D 115 \
x 124.48' SPOT ELEVATION 4 0 v
} ��\ a
PP T BENCHMARK I o C ^\ \`- a, 117 �♦ S O
I / V [��
6 • UTILITY POLE I C: N/F °' o c 4n D d o r ` 5 �g9
❑T TELEPHONE PEDESTAL pp JEFFERY L. MEWS & WIFE, o O >>) 1 Q ♦ D F S
„V ALLISON GMEWS O a ` S63
WATER VALVE I INV -- 129 —' �` DB 9617,
D4 PG PG 43 z D fl 15 0 9'
'FIRE HYDRANT v 126.11 PB 133, PG 107 1/2"
yy❑o \ EIP�
O CAN TOWERS, LLC ,p
NV
AMERIV117 Q W Q �s a
WATER METER Nv 1 100' x 100'
ASPHALT 126.48 5 Ln z LEASE AREA 6 v �16 ♦ /
126.17 T—� 1 Cn 4 7>> in0 AE FLOOD ZONE Nv �I N/F U1 J 5/8" a 12 0 ♦ \
UNSUITABLE SOIL 126.40 I � ERB
NATHAN S. EIX &WIFE,
TBM S34°15'08"E 0 ^ � '79 118 N35°29'03"W 793.33'
SHELIA DAWN EIX °+ 0 5/8" >
4D DISK #1 ?� 29.98' v? --� a6, 125� 125 125 G✓ 1`Z °0 1
N 476,160.437 127.57 DB 9412, PG 475 121 ERB �22
120 1 VV
E 2,088,582.569 1" PB 133. PG 107 1•• > 121
ELEV 129.90 o o EIP S33°59'57"E 507.7' EIP O ERB 5/8", 127i—
NC GRID NAD 83 EPK L 1.30' ACCESS & UTILITY EASEMENT ERB91
2011 72 4
( ) - INV / 5/8" 3 N
Ln
NAVD 88 127.76 0 > ?8 \ I — 5/8" ERB
�� Nq ERB
NOTES: O 130 " ?6 1 124 15
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES 129 ?s 1 I
UNLESS OTHERWISE NOTED. PP 61 _ R i o
2. COMBINED SCALE FACTOR: 0.99987828 con U
LOCALIZATION POINT IN: 476,160.437 E: 2,088,582.569
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY �� 125 � 91
VIRTUAL REFERENCE SYSTEM. ^ D o
x130.55
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY I
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC >
SURVEY VIRTUAL REFERENCE SYSTEM. I M CP 124.48 115 ELLEN/HUBBARD BAIN
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM = O / CYNTHIA DB 10253, UB AR
INFORMATION REFERENCED ON THE FACE OF THIS MAP. I y5
227
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY z z /
THIS SURVEY. ccnn cn co x130.34
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH 01 � Vi 126 125 R
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY M �rri
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY pp
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS to x130.16
BUT NOT Z /
EASEMENTS, CEMETERIES, WASTE MATERIALS,
CEMETERIES, AND FLOOD AREAS. J IN F 24,w 1155_\���22 49
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS 12 42
��oyR oo I
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN. I ° 130
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF APPROX. LOCATION x130.20
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN EXISTING WATER LINE `a129.98 .ti x128.38 I
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. A PORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONE "AE" I 311.23' ERB— �
ACCORDING TO MAP# 3720048600J OF THE FLOOD INSURANCE I x13o.60 1/2" N40°�38'45'W ERB—
ACCORDING
DATED JANUARY 5, 2007. O I o �
PP 29 95 Q ERB / /
] f
KLAND ROAD
9, G' N�NG RYDRIV
Cc � MOR
"90�
N/F
WILLIAM BERRY PEARSON & WIFE,
0� AREA: (BY COORDINATE COMPUTATION) 1/2" ANDREA McMILLAN PEARSONEIP
/
090 4,787,285 SF (109.90 AC) R/W EXCLUDED �� o DB 4112, PG 460
�P 4,821,107 SF (110.68 AC) R/W INCLUDED ?4 _PB 85, PG 78 /
SITE 0� PIN NO: 0487-95-6119 N/F 133 SO S
<m ERNEST A. BUNCE, JR. & WIFE,
RUTH H. BUNCE 3
LITTLE C ZONING: Al PORTION OF TRACT 1 OF \131
RFF 50' FRONT �ooElootR FAD DB 3382, PG 575 8
PORTION OF LOT 1
20' SIDE (1 STORY) PB 61, PG 100 \ 129 O EXISTING
G AXL
25' SIDE (2 STORY) % ���
�0s 50' REAR /
�0v SOURCE OF TITLE 1'00)1 � `bid 71?0
o DB 10168, PG 245 722
CUMBERLAND COUNTY
REGISTER OF DEEDS
EIP
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN N36°37'45"W u
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE 30.16' j
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
------------ leie-,e — — — ------ I
PROFESS! NAL LAND SURVEYOR - L-4571
PP
i
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK SHOWN PAGE HEREON OR OTHER REFERENCE
130
N36°39'34"W 1417.71'
/�-- 130
�J 13 -
729 �i
129 — M_
7
28
SOURCE -----------------); THAT THE BOUNDARIES I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
NOT SURVEYED ARE INDICATED AS DRAWN FROM SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
INFORMATION IN BOOK PAGE OR OTHER
_____, _____ UNDER MY SUPERVISION. THIS GPS SURVEY WAS
REFERENCE SOURCE -----------------; THAT THE PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
RATIO OF PRECISION OR POSITIONAL ACCURACY IS VRS FIELD PROCEDURES WERE USED. THE COORDINATES
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND SURVEY WAS PERFORMED ON APRIL 22, 2019 USING TWO
AND SEAL THIS 22 DAY OF 4,IJ0 2019. TRIMBLE 5700 RECEIVERS.
je&4_" ---------------------------------------------- --------------- •�------
PROFESSIONAL LAND SURVEYOR - L-4571 PROFESS! NAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 22 DAY OF AUGUST, A.D., 2019.
PROFESS! NAL LAND SURVEYOR - L-4571
N/F
STEVEN C. CORE
DB 2328, PG 547
PB 82, PG 20
1
N/F
S4917 45 W °
0 75.79'izj
�$ /
ERB 6 o
� I moo
CIA
ata tuooi ooe
N/F ff, a*°
JAMES SAMUEL AUTRY & WIFE,
MELANIE GAY AUTRY
DB 4928, PG 833
I
o` I
� I
`002 /
� BAR
GRAPHIC SCALE
� 150 0 75 150 300 600
AL '.
457
IN FEET )
1 inch = 150 ft.
JCrij HAOOt
o,
0
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
IICA //O �///
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REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
EXISTING
CONDITIONS
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
AL
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE SURVEYED
MAY 14, 2019
SHEET NUMBER

%
�At�kGG ORYDRIV
sA�p
'�i9
N/F
WILLIAM BERRY PEARSON & WIFE,
Pp
'EIP
1-p
ANDREA McMILLAN PEARSON /
DB 4112, PG 460
PB 85, PG 78
SITE
/
�<m
N/F
/
ERNEST A. BUNCE, JR. & WIFE,
LITTLE CRFF
Fro
RUTH H. BUNCE
PORTION OF TRACT 1 OF
/
o
DB 3382, PG 575
POOF LOT 1
TI6N
i
PBPG 100
EXISTING
O
JAKE ROAD
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND: I� ICY
EIP Oo EIP-EXISTING IRON PIPE
EIS O EIS —EXISTING IRON STAKE
EPKO EPK—EXISTING PK NAIL
ERB0 ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
—SETBACK LINE
W WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
❑T TELEPHONE PEDESTAL
wV
N WATER VALVE
ZYYI FIRE HYDRANT
❑❑ WATER METER
ASPHALT
0 AE FLOOD ZONE
UNSUITABLE SOIL
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
RI
GREAT CREEK IS
1/2"
EIP
i--�
\ 2 3
!
N/F
MARTIN D. BAREFOOT & WIFE,
KIMBERLY M. BAREFOOT
DB 9997, PG 758
I
PB 133, PG 107
Q
i
I
`3_
I0
N/F
wRAMY
AWAD & WIFE,
I
VANESSA AWAD
Xm 11/2„
DB 9496, PG 782
EIP
a
PB 133, PG 107
o
—
CO 0
I
N/F
j U I
JEFFERY L. MEWS & WIFE,
ALLISON GODWIN MEWS
IINv
DB 9617, PG 43
S
1 PIP
U 126.11 PB 133, PG 107 1
Im
va
N/F
WBM AG, LLC 1
TRACT 1 OF
DB 10168, PG 245
i
100' X 100'
126.481 _ I INV 5 LEASE AREA
112
6.17 ---
INv N/F 5/8TBM "
126.401 1 NATHAN S. EIX & WIFE, ERB
4D DISK # 1 1 1 SHELIA DAWN EIX 5/8" tINv DB 9412, PG 475 25
476,160.437
EN2,0 8,582.569 ill PB 133, PG 107 ERB
1„ I I 5/8"
O�L
ELEV 129.90 I I EIP EIP \
O O —ERB 5/8"
EP � 37 /
NC GRID NAD 83 I ERB / j 26 /
(2011) I } wv 5/8 36 EGG O
NAVD 88 127.76F 5/8" ERB 1 l
� - - - - - - ERB I I � 3� \ `Sp.A / \
00 O 27 \�
l I 51 - O O O \ /
N/F
STEVEN C. CORE
DB 2328, PG 547
PB 82, PG 20
1
N/F
ALAN BRANDON CORE & WIFE,
TRACY LEIIGHE
G
N/F
STEVEN CURTIS CORE' PB 132, PG 72 /
DB 3642, PG 744 /
/ PB 82, PG 20
/ N/F
CECIL K. CULBRETH, JR. & WIFE,
BEDORAH W. CULBRETH
EXISTING DB 9910, PG 527
O AXLE PB 87, PG 194
N/F
LYNETTE CORE AUTRY & HUSBAND,
ENNY B A AUTRY 34 3PG D622
Q1� 1" SQUARE /
1 IIII111 I STAKE / iobrR�F4s1�►
AMERICAN TOWERS, LLC
I I
j I o D % 44 3g Ln
o
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CD
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L� r ;p O I 11 O
49 48 I ml
0
I I - WG AR SS ROAD _ _ i 16 \ ��
I I � LO
=50' PUBLIC R/W — — — _ —�-- - 15 '
TI ON
�I 1 ER L 12� 13
8 .��10�� 11 O
I 3 F 04 ]F O O O 1 /2" 1ERB
I J ERB
II I II I �L -1L -1L _JL _JL J LII �L� '
I l l 1 /2"
i I ERB
EPK
� 01..
EIP
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g
I
SITE DATA
DEVELOPER
WBM AG, LLC
MAILING ADDRESS
1064 71 st SCHOOL ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28314
PIN NUMBER
0487-95-6119
TOWNSHIP
CEDAR CREEK
TOTAL SITE ACREAGE
109.90 AC
ACREAGE TO BE DEVELOPED
109.90 AC
ZONING
Al
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
10.31 AC
SETBACKS REQUIRED:
FRONT
50
FT
SIDE
20
FT (1 STORY)
25
FT (2 STORY)
REAR
50
FT
TOTAL AREA 110.68 AC
AREA IN EXISTING/NEW ROW 5.17 AC
REMAINING AREA TO DEVELOP 105.51 AC
DENSITY 2 UNITS/AC
MAXIMUM LOTS 52
N/F
JAMES SAMUEL AUTRY & WIFE
MELANIE GAY AUTRY
DB 4928, PG 833
0
150
/
/
/
/ �2
N/F // MARK JONES & WIFE,
/ BOBBI JONES
DB 10108, PG 297 /
PB121,PG82
/
/
3 /
N/F
RUSSELL R. STRICKLAND & WIFE,\
JACKIE BA716, PG 121, PG 83 KLAND
DB 4716, PG 832
N/F
CYNTHIA ELLEN HUBBARD BAIN
DB 10253, PG 227
T
04'
GRAPHIC SCALE
0 75 150 300 600
( IN FEET )
1 inch = 150 ft.
09
it
V I
4Dsite
solutions
04 civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
2 40
SEA
02
•G I NE .•: ja���
//;, COT T
1111'6\
REVISIONS
PROJECT NAM
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
OVERALL
SITE PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-200

VICINITY MAP
NOT TO SCALE
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
W WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
• 100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
❑T TELEPHONE PEDESTAL
wV
N WATER VALVE
ZYYI FIRE HYDRANT
❑❑ WATER METER
ASPHALT
0 AE FLOOD ZONE
UNSUITABLE SOIL
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
41.61
25.00
N76°20'02"W
36.97
C2
88.77
205.00
S16°15'01 "E
88.08
C3
39.74
205.00
S01 °42'34"W
39.68
C4
88.36
255.00
S02°39'48"E
87.92
C5
107.12
255.00
S24°37'29"E
106.34
C39
39.27
25.00
S08°20'26"W
35.36
C40
21.03
25.00
S77°26'08"W
20.41
C41
40.97
50.00
N78°03'29"E
39.83
C42
79.63
50.00
N08°57'48"E
71.47
C43
79.63
50.00
N82°16'55"W
71.47
C44
40.97
50.00
S28°37'23"W
39.83
C45
21.03
25.00
N29°14'45"E
20.41
C46
39.27
25.00
S81 °39'34"E
35.36
C47
101.31
205.00
S22°30'07"E
100.28
C48
43.43
25.00
S41 °25'21 "W
38.17
C49
150.09
255.00
N74°19'38"E
147.94
C50
18.36
255.00
N55°24'10"E
18.35
C51
21.03
25.00
S77°26'08"W
20.41
C52
47.53
50.00
N74°17'56"E
45.76
C53
73.07
50.00
N05°12'15"E
66.74
C54
73.07
50.00
N78°31'27"W
66.74
C55
47.53
50.00
S32°22'51 "W
45.76
C56
21.03
25.00
N29°14'45"E
20.41
C57
136.25
205.00
N72°22'54"E
133.76
C58
37.25
25.00
S45°53'51 "E
33.90
C59
121.74
255.00
N16°53'41"W
120.59
C60
1 37.77
1 25.00
1 S12°42'29"W
34.28
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126.401
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WBM AG, LLC
TRACT 1 OF
DB 10168, PG 245
1
1
1
1
1
1
1
1
= I I E 2,088,582.561 F - - - - - 30' DRAINAGE EASEMENTI D 1
ELEV 129.90 0 :z Iz
NC GRID NAD 83 70 C4 I I D
I
(2011) zI No m
1 NAVD 88 > Ns
I I ID
If DI m I 51 CIOI� 1
� 52 �I 00 I- f" z
10 O m a \ 35,159 SF
I \ 0.81 AC
T 36,994 SF ' 1 / zI
0.85 AC I
Lu I I I
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o o I I / � G� �' 1' 31„E 2.33.45'
°00 I / / \� S42°55 57 E 181.35' = �°47'37"W 233.45' I I i 3 ' z
I / I w N30°23'21 "W 181.34' J "�
co
I
p
CD
I I � I U' N53°20'26"E �
30.00' \ 44 rri
10
U/ 1TI Cnn 45 / % 21,584 SF
1 I 50 rn o O / i" ��cR
0 \ 0.50 AC o0
1 21,584 SF ��
00 0.50 AC / G
N53°20'26" E 20Ui
.51 424 AC SF
/ / \� D
Li >_ 25.48' p n
o ' I q rn o D / S35°24'50"E 180.05'- _
� w 1 I N53°20'26"E c m m C r J r
= a I �? 25.48' W ILA Iz L N37°54'117"W 180.05
3 < I / z
z o 0 1 I OS1 I \ 0 o S36°39'34"E 205.62' TOTAL- \ g r1
�` /� I
Z
-100.00'- Q �/ w
a w J I 1 ZE C 105.62'
J 3 41,038 SF ' I F �� - - /
ct rn
w w 43 rn rr
L- o I 0.94 AC I I \ C� 20 0
r*i �
} n I 1 I I I I 46 Q� U 20,189 SF o=
1 / / I I o0 0.46 AC 0 M
20'
i0I
20,189 SF Jo
0 0.46 AC oI
n
Zww K
oo-S36°39'34"E 205.00'
0 nnn
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CD , W z
r1 - - - - I '� 0 m I I� En
N 20,000 SF M o ri
$ / / 205F l 0.46 AC I I
. I g I o I I 42
C_5 60AC0 -I o mai
1 / / o I 47 0 100 I� IN 20,366 SF FTD
I> r rn I 0.47 AC
f\ 5
N /F
NATHAN S. EIX & WIFE,
SHELIA DAWN EIX
DB 9412, PG 475
PB 133, PG 107
S33°59'57"E 497.71' TOTAL
IL4 497.71'
I o Y EASEMENT
S33°59'57"E 452.83' TOTAL
IN I I 222.62' 230.21'
27. 6 TBM
Ln 10 4D DISK #1
o IL6 o I N 476,160.437 N
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126.11
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LEASE AREA
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SITE DATA
DEVELOPER
WBM AG, LLC
MAILING ADDRESS
1064 71 st SCHOOL ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28314
PIN NUMBER
0487-95-6119
TOWNSHIP
CEDAR CREEK
TOTAL SITE ACREAGE
109.90 AC
ACREAGE TO BE DEVELOPED
109.90 AC
ZONING
Al
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
10.31 AC
SETBACKS REQUIRED:
FRONT
50 FT
SIDE
20 FT (1 STORY)
25 FT (2 STORY)
REAR
50 FT
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
0 20,366 SF rrnn o0
f! \ o0 0.47 AC Izl
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in in in in 1 1 I I L-
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Q 1 w 1 - - - - - 10_UTILITY EASEMENT r `F°- - -
180.00' S36°39'34"E 344.92' TOTAL
cJn Q I ci 1 \ \� ` \ C47- 53.49' 100.00' - - - _ _ �r
o i I Ld o I \ \ �� - - S36°39'34"E 333.49' TOTAL
a w F-
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w `
co
- - - - 104.00'
o o I S36°39'34"E 778.41' TOTAL - _ _ - - - - - 104.00' - - - - - - - -
J I� _� --�- - 104.00' - - - - - -
r 1 I _ _ _ - - - - - 104.00' - - 104.00_ - - - - 10' UTILITY EASEMENT
1 1 I I _C5_ - - --104_00' - - - - - - - - -
1' P.S.
I I I U cn -
w _
1 w I cn O o l _1 -� I cn t!
I 1 I v, cn
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w I r*i 0.86 AC cn 0 I can c' O r.4 IN
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79 10 I can w N(D rn 20,800 SF
I w I 18114 I w I O c,, O ^; 6 O N 20,800 SF I _ IQ
o ; _ � � No w N O � � 20,800 SF - 0.48 AC � 0.48 AC N
0 I 0 26,611 SF N lO No O 20,800 SF I 0.48 AC I N o
79 1 0.61 AC a? N rn 20,800 SF I 0.48 AC N o
21,555 SF rn 20,800 SF 0.48 AC N No 0 0 0
N 0.49 AC I 0.48 AC I N o00 00
0 t o
II N o 0 0 to I
I Ld o o I o
I I w 1 I J I t o L-
I of
I to
-
11 J
1 104.00'
1 104.00'
104.00' Py
I1 104.00' 104,00'
1 104.00'
1 104.00' 104.00' N36°39'34"W 1417.71' TOTAL
J�
125.02'
I
O
P 10.01'
I 1
�?11 1 GRAPHIC SCALE
I
1 N /F
JAMES SAMUEL AUTRY & WIFE,
MELANIE GAY AUTRY
DB 4928, PG 833
I
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1 1 inch = 50 ft.
1
)0
site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
R.
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02%22-/�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
SITE PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-201

1
1
1
1
1
1
°",
"
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I
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EiP Oo EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
1-
EPK0 EPK-EXISTING PK NAIL
�OPO
��`-oPO
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
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RIGHT-OF-WAY
- - � - -SETBACK LINE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
100 YEAR FLOOD LINE
CENTERLINE OF CREEK
O
UNSUITABLE SOILS
120 MAJOR CONTOUR
JAKE ROAD
117 MINOR CONTOUR
NORTH
x 124.48' SPOT ELEVATION
�3 ,dot - N F
/ 'lac
WBM AG, LLC c
49"W 163•40 TRACT 1 OF
N43°06' S0 00 N/3, 1 0� DB 10168, PG 245 `�'
og 4g y
1J
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w\•Sg0 - N43°06'49"W443� �20
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VICINITYMAP 0 TELEPHONE PEDESTAL �166 z ON��R
N WATER VALVE ix� �� o N
NOT TO SCALE �I I 1 Y�FIRE HYDRANT ,1 \ o I ° F'
�yy0 %A/ATCD AACTCD CD
1 ,,...6• / o� / S>
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\ �cP
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0.80 AC \
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I 0.80 AC
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01 hM
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22
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s o
\ RQJ N
LO �'°
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c
J 110 30'
.100
b
i 110.30,
104p
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15 \
P i
_104.00' _ _ _ - , 21,089 SF rn150•8
51
i o 0 48 AC
SITE DATA
DEVELOPER
WBM AG, LLC
MAILING ADDRESS
1064 71 st SCHOOL ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28314
PIN NUMBER
0487-95-6119
TOWNSHIP
CEDAR CREEK
TOTAL SITE ACREAGE
109.90 AC
ACREAGE TO BE DEVELOPED
109.90 AC
ZONING
Al
EXISTING USE
UNDEVELOPED
PROPOSED USE
RESIDENTIAL
DISTURBED/DENUDED AREA
10.31 AC
SETBACKS REQUIRED:
FRONT
50
FT
SIDE
20
FT (1 STORY)
25
FT (2 STORY)
REAR
50
FT
rn°
14 LTI
\
\ \
\Cp
�l \
20,945 SF
0.48 AC
\ 140 p1
SITE
NOTES
I
-
1.
EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
P
31. 4q'
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
IN
0
12
w
24,218 SF
0.56 AC
69.16'
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
In
N;
01
w
10
0
11 L4
23,722 SF
1
\
116.00
TOTAL
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
L
0.54 AC
r;
311.23'
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
rn
21,885 SF I
126. 08
N40°38'45'W
°i
20,800 SF
g
0.50 AC
P
CONTRACTOR'S EXPENSE.
0.48 AC
N
2
1 w
2.
ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
N
o
�,
1/2"
3.
HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
0
o
ERB
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
o
I o
\ \
41
4.
FEDERAL ADA AND LOCAL REQUIREMENTS.
ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR TO
\ \
U'
THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
\
5.
ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6.
PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
GRAPHIC SCALE OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
50 0 25 50 100 200 BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
106.35' BACKGROUND OR A WHITE SYMBOL ON A BLUE
114.53'
125.79 BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
1 /2
104.00' ERB
N36°39'34"W 1417.71' TOTAL
( IN FEET 8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
1 inch = 50 ft. 9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C6
53.60
1025.00
S38°09'27"E
53.60
C7
104.04
1025.00
S42°33'49"E
104.00
C8
48.03
1025.00
S46°48'51 "E
48.03
C9
100.15
525.00
S53°37'18"E
100.00
C10
100.15
525.00
S64°33'06"E
100.00
C11
28.38
525.00
S71°33'55"E
28.37
C12
21.03
25.00
N49°01'08"W
20.41
C13
68.23
50.00
S64°01'08"E
63.06
C14
52.36
50.00
N46°53'11 "E
50.00
C15
52.36
50.00
N13°06'49"W
50.00
C16
68.23
50.00
N82°12'31"W
63.06
C17
21.03
25.00
N82°47'29"E
20.41
C18
39.27
25.00
S28°06'49"E
35.36
C19
21.03
25.00
S40°58'52"W
20.41
C20
68.23
50.00
N25°58'52"E
63.06
C21
52.36
50.00
N43°06'49"W
50.00
C22
43.63
50.00
S81 °53'11 "W
42.26
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C23
76.96
50.00
S12°47'29"W
69.58
C24
21.03
25.00
N07°12'31 "W
20.41
C25
39.73
25.00
N62°25'08"E
35.68
C26
138.85
475.00
N63°40'27"W
138.36
C27
59.22
475.00
N51°43'42"W
59.18
C28
46.49
975.00
S46°47'27"E
46.48
C29
40.59
25.00
S01 °05'01 "W
36.27
C30
21.03
25.00
S71°41'13"W
20.41
C31
51.70
50.00
N66°09'30"E
49.43
C32
45.93
50.00
N10°13'14"E
44.33
C33
45.93
50.00
N42°24'29"W
44.33
C34
45.93
50.00
S84°57'48"W
44.33
C35
51.70
50.00
S29°01'32"W
49.43
C36
21.03
25.00
N23°29'50"E
20.41
C37
40.59
25.00
S85°53'58"E
36.27
C38
46.49
975.00
S38°01'31 "E
46.48
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`` IN,
y\ CAR9 %
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� 2 40 SS � ..�L
SEA
02
G IN .•: ja�`�
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02-22-1�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
SITE PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-202

9,C MORE\l�G
�090
SITE
ITE
LITTLE cRFF
J
0
z
1:
JAKE ROAD
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EIS EIS 0EIP-EXISTING IRON PIPE I
O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL I
ERGO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
SETBACK LINE
w WATER LINE
OVERHEAD UTILITY I
PERMANENT EASEMENT
100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
O-BENCHMARK
SS • UTILITY POLE
❑T TELEPHONE PEDESTAL
Wv
D4 WATER VALVE
,O, ,OfFIRE HYDRANT
Lug WATER METER
ASPHALT
AE FLOOD ZONE
UNSUITABLE SOIL
- Loc- Loc- LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- JN - JN - JUTE NETTING
- DIV - Dry - DIVERSION BERM
0INLET PROTECTION
GROUND STABILIZATION CHART
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
AND
THAN 4:1 THAN
HQW ZONES)
t
EROSION CONTROL NOTES
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
1. ALL INLET OUTLET PROTECTION WILL BE CHECKED FOR
CONTROL MATTING, AND/OR SODDING AND STAKING IN
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AND INLET PROTECTION DEVICES WHEN THE STORAGE
AREAS TO BE PAVED.
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
APPROVE THE ACTION PRIOR TO REMOVAL.
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
PROPER BARRIER.
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
ACTIVITY.
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
ACTIVITIES.
OR AT THE EARLIEST POSSIBLE POINT DURING
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
CONSTRUCTION.
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
PERFORMING WORK ON THIS PROJECT.
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
DESIGN MANUAL.
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
LAND DISTURBING ACTIVITIES. 910-433-3300
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
OTHER ADEQUATE EROSION CONTROL DEVICES OR
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WHEN TRACKING OCCURS.
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25)
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
-
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
I
MUST BE NO LESS THAN FIVE FEET FROM THE
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
DEVELOPMENT.
1 s
MORE THAN 24 HOURS.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
I
I 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
EPK
,
I CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
l
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
THE COURSE OF CONSTRUCTION.
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
HEREIN.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
ARISE ON SITE IS WESLEY MEREDITH. CONTACT
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
910-391-2836.
o
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
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I MARTIN D. BAREFOOT & WIFE,
I KIMBERLY M. BAREFOOT
DB 9997, PG 758 I
PB 133, PG 107 , N
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VANESSA AWAD /
2 DB 9496, PG 782
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1 U) I JEFFERY L. MEWS & WIFE,
ALLISON GODWIN MEWS
INv DB 9617, PG 43 -�
P 126.11 PB 133, PG 107 \ ` 1E/P , r -� \
_ O AMERICAN TOWERS, LLC
126 INV NV f� 5 \\ 100' X 100, l /
LEASE AREA
/-
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# r INv 1 DB 9412, PG 475 p �I I ERB 6 125
N 476,160.437 127.s7 � v \
PB 133, PG 107 5/8"
E 2,088,582.569 1" � 1" o -
ELEV 129.90 EIP EIP o J ERB 5/8110NC GRID NAD 83 (` 3r ERB
(2011) INV 5/8"
NAVD 88 127.76 0 ERB r
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N/F
WBM AG, LLC
TRACT 1 OF
DB 10168, PG 245
117i
a
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GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL
HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION
CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE
ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED
SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL
OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED
UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN
COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
AND THE OWNER TO PROTECT ADJACENT PROPERTY THE
PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE
CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR
NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW
GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL
BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
STRUCTURES CAUSED BY HIS OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS
DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE
ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE
GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN
PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL
REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE
NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM
WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD
BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO
IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE
SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE.
I ,
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err s 0 - 00' o ' �ool 00� �� L� \ \ 17 1 i I� AJ �
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"UNLESS OTHERWISE NOTED, ALL
STORM PIPE IS CLASS III RCP.
N/F
JAMES SAMUEL AUTRY & WIFE,
MELANIE GAY AUTRY
DB 4928, PG 833
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
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.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. PERFORM FINE GRADING.
9. INSTALL AND PREPARE BASE COURSE.
10. PAVE ROADWAYS.
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED 1
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND /
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
115 $, / `3 /
N/F
RUSSELL R. STRICKLAND & WIFE,\
JACKIE MARLOW STRICKLAND I
115 DB 4716, PG 832
PB 121, PG 82
IIII1 I ��I�III CYNTHIA ELL N/F 10253,HPGB227 BAIN IIIIIIIIII
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
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
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409 Chicago Drive Suite 112 Fa etteville NC 28306
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www.4Dsitesolutions.com
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REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-300

TRICKLAND ROAD J
9� NOG RY DRIV I I 1 \ ` ' '40 I ��
G ff I
° o � MoRN
1001
0 1- 176. JV\ J01 _70
0
9Q EPK �CHEC\ NTHKWE WEIR N, WBM AGLLC 72s \ \
/ I�1 (TYP) TRACT 1 OF \
SITE o�� � I I DB 1 10168, PG 245
ITE 2 '
' r J
\ \ IN I N � I
LITTLE ° 126.
RFF U
INV i'
DITCH #26 w \
o� N/F WITHIN HN 7EEDED M
DAYS cn w
o NATHAN S. EIX &WIFE, _
90110/ SHELIA DAWN EIX r- w ERB
\ DB 9412, PG 475 I w
PB 133, PG 107
AMERICAN TOWERS, LLC
JAKE ROAD ° 1 100' X 100'
I� U LEASE AREA
NORTH / 0 g
I O cc IWlc'4
I ERB' \RIP RAP DISSIPATERVICINITY MAP L=16' W=6'/18'—
Dw--10" DrAx--15"
NOT TO SCALE CLASS 1 22.5" THICK I I I 5/8"
1, ll J ERB
I 12 •s INV: 127.57 \ EIP ' INV: 123.E
EPK RELOCATE RIP RAP DISSIPATER v —�-I N n
I — J L=3' W=1/3' DITCH #24 oa. PIPE 3 s 8
18' RCP PIPE co DITCH 25 / .,
. 1 -in' AccFQQ R. IITII ITV rAQ�k4FNT D-8' D-12" TO BE SEEDED 0, 52.00 LF ® # ERB
I _-- - _ _-- Tn RC Q17MM
LEGEND: INV: 127.76 0� I w I '-
RE It SF s a
EIP 7 129 129 `P\ ERB TEMPORARY SKIMMER BASIN 2
Oo EIP-EXISTING IRON PIPE IN 128 ---� 127 127
v TBM 126 125 o INV: 123.70 125 Iv #
EIS OEIS-EXISTING IRON STAKE 27 I 125 12 o vo L=65', W=30', D=3'
EPK 4D DISK #1LO O EPK-EXISTING PK NAIL I N 476,160.437 N 128 128 127 127 Io w SIDE SLOPES= 2:1
ERGO ERB-EXISTING REBAR 1 2,088,582.569 r o — — — — — — 129 — — — M TOP OF BASIN: 130.00'
C) I 30' DRAINAGE EASEMENT D I
N/F - NOW OR FORMERLY I ELEV 129.90 o o LOC LOC LOC RIP RAP DISSIPATER IZ BOTTOM OF BASIN: 127.00'
oC GRID NAD 83 D N w LOC LOC LOC LOC LOC L=3' W=1/3' N 0 10' EMERGENCY SPILLWAY: 129.00'
R/W -RIGHT OF WAY o I _j (2011) HI TEMPORARY SKIMMER BASIN #1 LOC D-8" D-12" m o INVERT OF SKIMMER: 127.00'
PROPERTY LINE r 1 NAVD 88 > L=70', W=30', D=3' CLASS B 18" THICK N ID I w SIDE SLOPES OF BASIN ARE TO
ADJACENT PROPERTY LINE I r i"I I I SIDE SLOPES= 2:1 I N, cn N BE SEEDED WITHIN SEVEN DAYS.
on > v TOP OF BASIN: 128.00' p Ir' - **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
RIGHT-OF-WAY , I D o n M
Iv cn I WITH 1.2" ORIFICE FOR DEWATERING THE
BOTTOM OF BASIN: 125.00' � z
-SETBACK LINE p I-1 52 I �I 10' EMERGENCY SPILLWAY: 127.00' I� o SEDIMENT BASIN DURING CONSTRUCTION.
w WATER LINE co 0) INVERT OF SKIMMER: 125,00' I J
OVERHEAD UTILITY L 1 r SIDE SLOPES OF BASIN ARE TO
� 3 o 0 BE SEEDED WITHIN SEVEN DAYS. o N `
PERMANENT EASEMENT 1 j I0 \ of **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) LIMITS OF CONSTRUCTION
100 YEAR FLOOD LINE L t I�)
CENTERLINE OF CREEK SEDIMENT BASIN DURING CONSTRUCTION. w / WITH 1.0" ORIFICE FOR DEWATERING THE (10.31 AC)
UNSUITABLE SOILS vo
Qm I 1 'moo ,30� / C, I
o_ \ I
� r I
120 MAJOR CONTOUR co I� \/N NN I
117 MINOR CONTOUR o IQ�� / � �o / 129.
( o
x 124.4e' SPOT ELEVATION /
BENCHMARK U)
PP • UTILITY POLE 1L ° � t \
o ' 0,
❑T TELEPHONE PEDESTAL ; 10 0 ' 0Wv
N WATER VALVE
O, 'OfFIRE HYDRANT
U WATER METER ' 1
1p �'O
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0 / 129.\ \
AE FLOOD ZONE \ _ \ n 9 \ v
UNSUITABLE SOIL I <'O o r D 1 / ` �� I
1 I N -n N
— Loc— Loc— LIMITS OF CONSTRUCTION I SILT FENCE co W m � I
l o (TYP) I m
— sF — sF — SILT FENCE LINE W D co m r r N m '
— JN — 1N — JUTE NETTING I I r- 0 I I 0 ��
— DIv — DIv — DIVERSION BERM 1 I I OS 1 M O I \ of
0INLET PROTECTION I 10 O I T I \ ^u jai o
CONSTRUCTION
ENTRANCE_
INV: 128.3
20.00 LF
0.50% 15" RCP
INV: 128.:
INV: 128.1
20.00 LF
0.50% 15" RCP
INV: 128.0
Know what's below. Call before you dig. N/F
I �I 1 JAME SAM GAY TWIFE,
MELANIEEA TRY
I I II II DB 4928, PG 833
III _
1
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 E
"UNLESS OTHERWISE NOTED, ALL
STORM PIPE IS CLASS III RCP.
GRAPHIC SCALE
50 100
( IN FEET )
1 inch = 50 ft.
TING UTILITIES LOCATED
4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
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REVISIONS
PROJECT NAM
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-3ol

KLAND ROAD
9� x G G RY DRI
M R70
0
� I
oPa �y LEGEND:
V� 2O EIP 0 EIP-EXISTING IRON PIPE
090 EIS O EIS -EXISTING IRON STAKE X 124ELEVATION
�BENCHMARKN /
SITE o EPKO EPK-EXISTING PK NAIL PP • UTILITY POLE
ERBO ERB-EXISTING REBAR ❑T TELEPHONE PEDESTALWv
l J
m� « ITE N/F - NOW OR FORMERLY M WATER VALVE \ ��
LITTLE R/W -RIGHT OF WAY FIRE HYDRANT /
CRFF PROPERTY LINE 0 WATER METER / 6
o ADJACENT PROPERTY LINE ASPHALT 7j
- - RIGHT-OF-WAY AE FLOOD ZONE I 1 ^ o ) ( r
00 -SETBACK LINE UNSUITABLE SOIL J Op 1 N/F I / /
\ WBM AG, LLC
F0G0 w WATER LINE — Loc— Loc— LIMITS OF CONSTRUCTION \ \ TRACT 1 OF i �-
` / \ — \
OVERHEAD UTILITY _SF —SF —SILT FENCE LINE DB 10168, PG 245 / ^ o °�
PERMANENT EASEMENT — JN — JN — JUTE NETTING
100 YEAR FLOOD LINE — DIV — DIV — DIVERSION BERM
RIP RAP DISSIPATER
JAKE ROAD - CENTERLINE OF CREEK O INLET PROTECTION L=3' W=1 /3'
UNSUITABLE SOILS , / ^ / cCLASS8" D18" THICK
NORTH 120 MAJOR CONTOUR / n / o I
117 MINOR CONTOUR � � �/ � � / _�/ / / �l � / ,�� j
VICINITY - I
i � ^ o� TEMPORARY SKIMMER BASIN #4
\ — oo` / 29 n N 'D : I f /
NOT TO SCALE- / r O TOP SIDES 0 ES=1
OF BASIN: 124.00' -�
' _) BOTTOM OF BASIN: 121.00' \ aitoDi
\ e 00e V 10' EMERGENCY SPILLWAY: 123.00'
INVERT OF SKIMMER: 121.00'
DITCH #28 SIDE SLOPES OF BASIN ARE TO
/-TO BE SEEDED BE SEEDED WITHIN SEVEN DAYS. L�
✓ o �� -`/ WITHIN 7 DAYS ^ N / **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
4 c, WITH 0.8" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION. 24
— 125 --� 125
125
4�
O
1
\\ DRIP RAP DISSIPATER / o �0 25
` L=3' W=1/3' 9ot �o
D-8" Dm-12"
CLASS B 18" THICK �0)
2R
J fie/ ' 125.\ LIMITS OF CONSTRUCTION
37 /o S �'
J ,moo P� 0 (10.31 AC)�
2 '�� J`tiOj 0
__j c� / / \ ��'�p TEMPORARY SKIMMER BASIN #5
r— / I TEMPORARY SKIMMER BASIN #3 \� L=50', W=25', D=3'
L=70',
o M / F SIDE SLOPES= 2:1
SIDE SLOPES
r ~ OPES = 2:1 D=3' o 0 2g 12� '�2 O TOP OF BASIN: 124.50'
^^��
�N J TOP OF BASIN: 127.00' 1 a� � O / O BOTTOM OF BASIN: 121.50'
BOTTOM OF BASIN: 124.00' \� /
125.0 10' EMERGENCY SPILLWAY: 123.50'
10' EMERGENCY SPILLWAY: 126.00' ro\ SILT FENCE / 5 a I\ DITCH #29 INVERT OF SKIMMER: 121.50'
o 7 / O INVERT OF SKIMMER: 124.00' - 'ems J (TYP) 12 TO BE SEEDED SIDE SLOPES OF BASIN ARE TO
SIDE SLOPES OF BASIN ARE TO WITHIN 7 DAYS BE SEEDED WITHIN SEVEN DAYS.
,,
' DITCH #27 �� / BE SEEDED WITHIN SEVEN DAYS. \\ ` IOO) **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
0038 TO BE SEEDED/ a/ ^ **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) HOC\ryh 0� WITH 0.8" ORIFICE FOR DEWATERING THE
WITHIN 7 DAYS- �o / / WITH 0.9" ORIFICE FOR DEWATERING THE 31SEDIMENT BASIN DURING CONSTRUCTION.
o / SEDIMENT BASIN DURING CONSTRUCTION. O C X�o
ov HO V5 �0� 121 00 /
/ _j GG '27 /���F J
097
<'S� 2 s lc j ^�� 124 12q 22 °� OC, A �� \\ v DITCH #22 �0
TO BE SEEDED
WITHIN 7 DAYS J 5F 121 �// - o
/ 40 F F
DITCH
TO BE SEEDED #23 off' Any ` DITCH #15 o OG� C� `y q�FMFNT /
�OC� TO BE SEEDED \
WITHIN 7 DAYS WITHIN 7 DAYS,- 126 LOC-, _60C
'- r8 G + 1 RIP RAP DISSIPATER-
I 35 o /� DITCH #6 \ 22 1 D-8" Dw /12"
TO BE SEEDED CLASS B 18" THICK I
` (WITHIN 7 DAYS
0 X�
\ I
0 J l l
0;'
C `OC, \ /�\ \\
DITCH #14 oAJ \ \
0 o TO BE SEEDED, 1
o� N 4 WITHIN 7 DAYS
I \ /
r n C) - Nn I `°C� 6 / G\ \>:,�; / /I f / 1
z I D v DITCH #20 \ �� DITCH #13 6 , / /
r1 DITCH #21 � n p v TO BE SEEDED, /
TO BE SEEDED o O '�-
TO BE SEEDED rn O
I � WITHIN 7 DAYS
� WITHIN 7 DAYS
WITHIN 7 DAYS \ Cf)N 33 boo \ INLET
PROTECTION /001'
I < i 1
o
�1 p
M N /001 'INV: 2 1 4.60
001 -;:---PIPE
1.0� /125
_{ 1 -nl /001 ��/
O I c> PIPE 2 O
n
Ip DITCH 12 �/ 0 44.00 LF ® 0.91% i—
I 40 TO BE SEEDED �18" CLASS IV RCP
PI
/ 19 \
c 41 `o WITHIN 7 DAYS 001 �27 �s� G
I / INV: 124.20 _
) / 126 �5 � � � DITCH #5
/ r, TO BE SEEDED—
o 128 RIP RAP DISSIPATER \o\ WITHIN 7 DAYS
MENIQ0 L=9' W=4.5'/10.5' o �`
0 ROPE `�i D5o=8" Duror--12"
S 12l CLASS B 18" THICK
DITCH #11 �/0'"� 12� o ?,N R/W 126 % \ 1 \ G1 / / 10 FLD
TO BE SEEDED t- ��O L p06\-\G / C r fir" \ 1' /
WITHIN 7 DAYS 129 50 / oo
10' UTILITY EASEMENTS — OQl �� / /HOC DITCH #4
�\ 'Oo
/ _ -CO TO BE SEEDED �X�'0 L
� � 1
O01 — — —� C6G/ WITHIN 7 DAYS 1 Z°J
129 / ^ �-1 O / J
30 2 I
131 �. 16 ` \ r�
/ l � EASEMENT \ CHECK DAM
WITH WEIR
129 �LOi '10' \
� _ o (TYP)
- _____\'O TEMPORARY SKIMMER BASIN # 6 c' p DITCH #30 00-
�— C�-tOC L=90', W=40', D=3' TO BE SEEDED /OO
SF � �
l o
SF SF SF TOCLOCH- L SIDE SLOPES= 2:1 \ WITHIN 700 J �---
— L0r-— L6C TOP OF BASIN: 126.50' r 00
14 O BOTTOM OF BASIN: 123.50' U 001 / 125 10' EMERGENCY SPILLWAY: 125.50' �yo/
INVERT OF SKIMMER: 123.50' /
SIDE SLOPES OF BASIN ARE TO 1 j
BE SEEDED WITHIN SEVEN DAYS, 1 124
13 **ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL) n /
WITH 1.1" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION. RIP RAP DISSIPATER
12 L=3' W=1 /3'
11 Dso=8" D-12" N /r7
��,..
10 \ CLASS B 18" THICK JAMES �c
�r
1 /2"
ERB
**UNLESS OTHERWISE NOTED, ALL
STORM PIPE IS CLASS III RCP.
' GRAPHIC SCALE
130 - Know what's below. 50 0 25 50 100
/ 1ERB
Call before you dig.
( IN FEET )
1 inch = 50 ft.
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
200
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
www.4Dsitesotutions.com
CARO
40
SEA
02
G l NE •: ja���
'1O I I110�
(_)g-22-1�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-302

9,C MORE\l�G
c"�,,,
rLITTLE
�090
E
ITE
1\•
�JAKE
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EIP 00 EIP—EXISTING IRON PIPE I
EIS O EIS —EXISTING IRON STAKE
EPK0 EPK—EXISTING PK NAIL I
ERBO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
SETBACK LINE
w WATER LINE
OVERHEAD UTILITY I
PERMANENT EASEMENT
100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
BENCHMARK
PP • UTILITY POLE
❑T TELEPHONE PEDESTAL
Wv
N WATER VALVE
FIRE HYDRANT
El WATER METER
ASPHALT
AE FLOOD ZONE
UNSUITABLE SOIL
— Loc— L°c— LIMITS OF CONSTRUCTION
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL
HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION
CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE
ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED
SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL
OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED
UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN
COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE
PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE
CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR
NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE
LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW
GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THEY WILL
BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR
STRUCTURES CAUSED BY HIS OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS
DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE
ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE
GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
+ PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN
Is PROGRESS.
I I 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL
REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT THE
EPK NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM
WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD
BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO
( IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE
° UA i SHALL BE LINED WITH NORTH AMERICAN GREEN S75
I TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE.
1`L1
4koor
r� v 1
I �
01 /2" _
EIP
\ 2
! N /F
I MARTIN D. BAREFOOT & WIFE,
I KIMBERLY M. BAREFOOT
DB 9997, PG 758
PB 133, PG 107 , N
to 3
I� I N F /
w RAMY AWAD & WIFE,
VANESSA AWAD /
3 DB 9496, PG 782
Q m �1 iP„ PB 133, PG 107 / 1 IPn
o o tD 4 i
ILL I N /F
t I JEFFERY L. MEWS & WIFE,
ALLISON GODWIN MEWS
INv DB 9617, PG 43 -�
P O 126.11 PB 133, PG 107 \ ` 1E/P , r ^
O AMERICAN TOWERS,
IN —'H 100, x 100, l
126.4 26 17 5 j 00 LEASE AREA
INv N F �� ✓ 5/8"
TBM 126.4o NATHAN S. EIX & WIFE, I ERB
4D DISK 1 \ SHELIA DAWN EIX I III 5/8"
# ' 1 II I ERB
r Nv DB 9412, PG 475 p 6 125Do�
N 476,160.437 � v \
PB 133, PG 107 5/8"
E 2,088,582.569 1" � 1" o
ELEV 129.90 EIP EIP O J ERB 5/8„ 37
NC GRID NAD 83 (` 3P ERB
(2011) INV
NAVD 88 127.76 0 F O ERB U
P me , LOC_ OC LOC R 38 O JO
J
52 o I I 0 �.
1
r � D
o W� ov CD
44 39 l
II � m �, 50 / w p I
mr D r— �
'z
B 0 0 0
OS1 � D r
cc: 0 CD 0 0 m1
or_o n 41 40 I o
�\� I 48 0
00
Know what's below.
Call before you dig.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASINS.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO REMAIN GRASSED.
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN.
7. INSTALL UTILITIES.
8. PERFORM FINE GRADING.
9. INSTALL AND PREPARE BASE COURSE.
10. PAVE ROADWAYS.
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
t
I
N /F
WBM AG, LLC
TRACT 1 OF
DB 10168, PG 245
117i
24
f
a33
OS 00
O\ 27
look G'�\
32 A&V'T
�� ov 49 47 M e 42 0, tOC \ 18
L-00-100-1 aQ_1 gee \ 17 1 i
WGRASS ROAD o /0
c 16
LO_
50' PUBLIC R/W — L J
00
\ 25
ATI C, r
U ER LI N 12 13 \x 1/28.38
0 O • O 11 1 / r
O O O CD 1 20 2 .O5 1ERB /
O o _�> {� r
o i �"' l
1 1 /2" 1\ \\
1.. 130 �1 ✓ r ERB ) ✓L _
EIP
I
I I
I I
I I
N /F
JAMES SAMUEL AUTRY & WIFE,
MELANIE GAY AUTRY
DB 4928, PG 833
NIF
IIII1 I ��I�III CYNTHIA ELLEN
HDB 10253,PGBBAIN
227 IIIIIIIIII
_ � IS CLASS ..oED,
0
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
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
\/�0
600
II
I1i
I11
I11
111
I11
I
I
4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�y\ CARO
``p,• •� S•••/•
�2:pFS0%
SEA
02
G I NE jams``-
'''�� �O
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
OVERALL
GRADING PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-400

KLAND ROAD
9�
cc
G
NON G RY DRIV
G
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I /
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126.1'
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ITEN
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RFF
126. 8
, a
U
I
/ \-Pn
INV
126 40 III
I
JAKE ROAD
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EIP Oo EIP—EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
ERKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
BENCHMARK
PP • UTILITY POLE
❑T TELEPHONE PEDESTAL
Wv
N WATER VALVE
,0, FIRE HYDRANT
Lug WATER METER
0 ASPHALT
0 AE FLOOD ZONE
UNSUITABLE SOIL
— Loc— Loc— LIMITS OF CONSTRUCTION
D
D
Y 3
J
J
11
> U
m
Y
n
i
0
I
0
1
� 1
1
V: 127.57
RELOCATE
18" RCP PIPE
TBM
4D DISK #1
Fv N
476,160.437
1
2,088,582.569
ELEV 129.90
�iC GRID NAD 83
0
J
18
1
I II
N8
AVD
I
1�
0
IJ
I
l0
\
IU
\
,Io
F�
�\5
N /F
NATHAN S. EIX & WIFE,
SHELIA DAWN EIX
DB 9412, PG 475
PB 133, PG 107
,y J )
l J 1/2„
EIP I
N /F
/ WBM AG, LLC
TRACT 1 OF
DB 10168, PG
0I Ho
—
I
7
0 J \
.I w
Uj .
U
w
r-
w OJ
I
Q
I
I0E
00
r'
o
I
J
o
I04
5/B \
ERB
I
I
I
I
U
0
I
5 8
1.,
EIP
U
INV:
123.E
RB
N
p 0
PIPE 3
52 00 LF
30' ACCEEQ I T11 ITY EASEMENT °�
�p �l ® 0.96SF24" RCiv1SF 001
O1 01 00l 001 001 001 S 01 SF
SFO1 SF 1 SF
129
128 126 127 125 I 12 o INV• 123.70 125 127 I 125
128 — . 128 127 127
N_ _ _ _ _ _ _ _ _ _ _
0 �o LOC LOC 30' DRAINAGE EASEMENT 129
LOC LOC
ZI I w LOC LOC LOC LOC LOC L� LOC LOC
D
r M I I cc
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I ml
M I
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0
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129. Jo>
I0 I
I I I �`\
10 �O
J
I `O�
II \ n
1 i0 I I a
J I I (LL
n
f"
1 I OS1 o I I
110 I
N I J 1
I (n I
I
I 0 /
1 n I N
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IL r—
O/
INV: 12 `S00l
�0 0
129 SF 0� \0
1 129 \ SF. ..........
0�
130 \SF�O�
I PIPE 4
64.00 LF ®0.47% 18" RCP
1129 _ 13p
�r L00
129
0
J pC
SF
ERB /
AMERICAN TOWERS, LLC` ( '
100, X 100,
LEASE AREA ,
1
5/8" '
ERB
�! 5/8"
tP\ ERB
N U
0
to o
> to l
D , ,
I� U
m
Im o
D
In
N
rrl
I� 0
IU
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w J
0
I �\
5
G)
C\1
1 ' <
JJo
0
I
Cn
x 13 �o ��9 •o'i� 43 m
� v
0
'7 m
I100 w < � / m�
F- Z I O \ /
\ jLijw I 1 I_j � 1
QI I C �
I
o w o p
%j p '
Ilo
o I m I >
o to I 0
0 �\
0
x 130.16 �_ n I I U �-
0
J 0
�— 001 001 001 001 001
���
001 001 001001 001 00-1 —----
' —
001 001 -10=UTILITY EASEMENT s��INV' 128.00
7--__129 — - -
130 131 131 ,
LOWGRASS ROADrj PIPE 1
C
771 ® 48.00 LF ®0
132� 50' PUBLIC R/W a 18" CLASS IV RCP - - — - - — - -
131 130 129 0 1��128.25 - - - - SF SIF _-
SIF
SF SF _ SF SF SF C SF �C _ -COC-
131 13o SF SF SF SF L SF toC - -COC - �0L0' UTILITY EASEMENT -
I ! I (0� _ - SIF L� SF L� S toC SF -tOC - -LOC- L0C L(7C
LSE L0�
o
INV: 128.37 J
o
20.00 LF ® �
0.50% 15" RCP
INV: 128.27 ® 1
U 0
N I / 7 CD O
I
CD Oo
I
I
I O
N 0
4
I J •
a I \
LO
J
INV: 128.10 0I I 1—,0
x 129.95 \ \ / \
o O ^5
20.00 LF ® LO a J I
0.50% 15" RCP
INV: 128.00 U_
N
I
i9 I
N I M 1 O
I ,
P
1„
® II:,N, EIP 3 / 1
0
l GRAPHIC SCALE
C L
Know what's below. I I I I y 50 0 25 50 100
Cal I before you dig. JAMES
SAMUEL AU
EE GAY TRY WIFE,
I I II II I IN FEET
1 DB 4928, PG 833 i inch = 50 ft.
� I I I
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
"UNLESS OTHERWISE NOTED, ALL
STORM PIPE IS CLASS III RCP.
200
site
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``�yk CARO �Z//
�2:pFSS0%
• Q�<•: �
SEA
02
•• G IN ••: ja�`�
• S ••.....••
'�� �O
0g-��-i�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
GRADING PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-401

TRICKLAND ROAD
%c MORNINGG RYDRIV
� L ,
opa y LEGEND:
V� 2� EIP 0 EIP-EXISTING IRON PIPE
o9a EIS O EIS -EXISTING IRON STAKE X 124ELEVATION
�BENCHMARK^^ro /
SITE o EPKO EPK-EXISTING PK NAIL PP • UTILITY POLE
ERBO ERB-EXISTING REBAR ❑T TELEPHONE PEDESTALWv
l J
m� « ITE N/F - NOW OR FORMERLY M WATER VALVE \ ��
LITTLE R/W -RIGHT OF WAY FIRE HYDRANT /
CRFF PROPERTY LINE 0 WATER METER ) 7 o
o ADJACENT PROPERTY LINE ASPHALT �j
- - RIGHT-OF-WAY AE FLOOD ZONE I 1 ^ o
os -SETBACK LINE UNSUITABLE SOIL J �p 1 N/F I / /
\ WBM AG, LLC
F�Go w WATER LINE — Loc— Loc— LIMITS OF CONSTRUCTION \ \ TRACT 1 OF i �-
`
OVERHEAD UTILITY / \ — DB 10168, PG 245 \
/ ^ � °�
PERMANENT EASEMENT
100 YEAR FLOOD LINE
JAKE ROAD - CENTERLINE OF CREEK
UNSUITABLE SOILS 1 / ,� tug/
NORTH 120 MAJOR CONTOUR f / n .4,j
117 MINOR CONTOUR ,�� j
VICINITY / — I
( a�/
NOT TO SCALE-
) C
' \ 0b, �1 r / ,� V o�� aitanL ato
\ 1
— 125
\ 125 L 01
k,
127`g
125.
00
l 1� 0 M
J
o o0 23
=1 J LOC
07
307
/ I S // 67 \J
0C� 1`00 O A G J 4c0 12q 22 20 \ j
O \� / 0 l
J�7 C EGG � \ 121 OR\�Nq 0
128.16
. � � \ OC' �°
� � \'� \ C,—
\ 5 5 f LOCIS H \ /
o, I U l 00
<'O
i
39 hoc T /00 \ 00 �� �P���
Ctn OC, \ /�\\ l \ l
r0
I 'rn r_ 1) C"� ��5
D o N IO OS2 `°C,
—I
0
= o 03 J v O, / �P/ /
r
0
-) o „ o / 1
z ` )0 r-
0 /
N00 o r 11 33 �o \
m n O
r� I o 34 00
o s
(71 pP,
M 0 U1 /001 'INV: 21 4.60 / 1.G� /125
n O I c> 001 %PIPE 2
i 40 0 / — � ® 44.00 LF ® 0.c11 %
41 r 1 127 - 18" CLASS IV RCP
/00 `INV: 124.20
I
128
0 R0Pp
GRPSS W
r �`J01� / 1,QW PUt5v R/ /126 �`0�/ r \� 10 FLD
12s 50 / �OC� \ y\ \ /� 3 �� \
10' UTILITY EASEMENTS — 0l11 �� / ti0 N\o
129 / 0 _j /
^
1
L)
____--- 129�---�C�-tOC 15 /00-1-- � o
SF SF SF
SF SF
LOe�-
— TO
L6C C
14 \ b 001 125
124
n
12 1 /2„
10 11 \ N /r7
ERB JAMES cA"' �c�
1 /2"
ERB
"UNLESS OTHERWISE NOTED, ALL
STORM PIPE IS CLASS III RCP.
' GRAPHIC SCALE
`\ 50 0 25 50 100
130 - Know what's below.
/ 1ERB
Call before you dig.
( IN FEET )
1 inch = 50 ft.
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
200
0,
-
0site
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �Z//
SEA
02
•G � NE .•: ja���
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
GRADING PLAN
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-402

00R,l�
SITE
LITTLE c,_
i
JAKE ROAD
NORTH
VICINITY MAP
NOT TO SCALE
LEGEND: I
EIP 00 EIP-EXISTING IRON PIPE
EIS O EIS -EXISTING IRON STAKE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
-SETBACK LINE ��I a
w WATER LINE ' v�
OVERHEAD UTILITY
PERMANENT EASEMENT
• 100 YEAR FLOOD LINE
CENTERLINE OF CREEK
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
x 124.48' SPOT ELEVATION
-0-BENCHMARK
PP UTILITY POLE
❑T TELEPHONE PEDESTAL
WV
N WATER VALVE
ZYYI FIRE HYDRANT
❑❑ WATER METER
ASPHALT
0 AE FLOOD ZONE
UNSUITABLE SOIL
PROPOSED EASEMENT
,i,U PROPOSED FIRE HYDRANT
PROPOSED WATER METER
H PROPOSED WATER VALVE
P PROPOSED TAP SLEEVE AND VALVE
• PROPOSED BLOW OFF
F7i PROPOSED TEE
10 PROPOSED REDUCER
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED 0
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS:
WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
LATERAL SEPARATION --IN WHICH CASE:
6.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;
OR
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE
ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
7. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A
SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER
MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING.
8. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT
IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING.
9. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
TESTED IN ACCORDANCE WITH ESD AND NCDEQ TECHNICAL
SPECIFICATIONS.
10. ALL MATERIALS SHALL BE APPROVED BY ESD BEFORE
INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND ESD A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND ESD 48 HOURS IN
ADVANCE OF ALL TESTING.
12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE
LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS
RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE
FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION.
13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
N/F
ERNEST A. BUNCE, JR. & WIFE,
RUTH H. BUNCE
PORTION OF TRACT 1 OF
FAD DB 3382, PG 575
1 PORTION OF LOT 1
PB 61, PG 100
F
RI
r� 2
N/F
\ 1/2"WILLIAM BERRY PEARSON & WIFE,
EIP ANDREA McMILLAN PEARSON /
0 DB 4112, PG 460
PB 85, PG 78 /
\ 73
� Ste,
N/F
STEVEN C. CORE
DB 2328, PG 547
o AXLE PB 82, PG 20
A
00
1255
<12
�/
1
/
/
EXISTING
I
'PK
THE RUN OF
GREAT CREEK IS
THi 1 iROPERTY LINE �i�
I 120 ,'9 % ^^�
I �
1. I C� 121
I 01 /2"
EIP
I I \`2
� o
I I N/F
I MARTIN D. BAREFOOT & WIFE,
KIMBERLY M. BAREFOOT
DB 9997, PG 758
PB 133, PG 107
I� I N F
RAMY AWAD & WIFE, WBM NADF LLC
ILu VANESSA AWAD / y�
L) DB 9496, PG 782 C C 1 ^L^ TRACT 1 OF
Q m �1 iP,. PB 133, PG 107 )l 1 IP" DB 10168, PG 245
o o CO 4 i I
117
L I N/F r �/
(n I JEFFERY L. MEWS & WIFE,
I I I1INV DB 26 11 ALLPB 9617 PGIG147 MEWS \ ` 1/2b
J
,PC EIPO � AMERICAN TOWERS, LLC
126.481 r II INV f `5 / LEASE AREA 0 If 1�
1 IN 40 1 I126.17 / �, 5 8„ \\�, �>� 001
+ /
TBM I I NATHAN S. EIX & WIFE, ERB
4D DISK 1 I SHELIA DAWN EIX 5/8" ; 125
# INV DB 9412, PG 475 ERB moo` 30
N ,088,5 2.56 1111 1 PB 133, PG 107 \ \ \
E 2,088,582.569 I 11`' 1" � � 5/8��
ELEV 129.90 EIP EIPA_ _ ERB 37 127
NC GRID NAD 83 E' ('- RBA
(2011) I } INV I I 5/8" 1 / 36
NAVD 88 I I� 127.76 M� _ _ _ _ -: ERB
ERB O
N 52 �
Ile
00
1\ o ��• � �::.I 44 39 � � U)
m/ CD4t- -U
Z OS2
OS1 0
� O
I C: CD 1 o ( 43 Irn 34
I /
✓ � 1C:c� 41 40 I��.II
'now
-o +o 49 CD48 42
0
4
N/F
ALAN BRANDON CORE & WIFE,
TRACY LEIIGHE
G
N/F
STEVEN CURTIS CORE, PB 132, PG 72 /
DB 3642, PG 744 /
/ PB 82, PG 20
/ N/F
CECIL K. CULBRETH, JR. &WIFE,
BEDORAH W. CULBRETH
EXISTING DB 9910, PG 527
O AXLE PB 87, PG 194
/ N/F
LYNETTE CORE AUTRY & HUSBAND,
Q \ BENNY RAY AUTRY
< DB 3423, PG 622
toOYR FLp �� - 120 � 1
1" SQUARE
STAKE
110 11 1 i 1 0
(10
70
� � r
CC21y
uu
r° i �130.11, 1
3+00�^
y+QU 1v+oQ --+—�— ++ 16 \
NN
u l 130 TUV�+uu 5+°o—LOWGRASS ROAD+
4
50' PUBLIC R/W
APPROX. i :A ION Ln�- 14 1\�� /�\tio/
IFER LINE 9.98 12
III O O8 . 10 CD\ f �-
j II O o O O O O 1 /R26" / �120 _ 1
tl II / r
l
I I^moo V I 1 /2,
I< 1.. ERB
EI l\
r1 J. 130'1
II o�
I
J N/F -.
1
PP 1 I� JAMES SAMUEL AUTRY & WIFE, ^°�
MELANIE GAY AUTRY
DB 4928, PG 833
Know what's below.
Call before you dig.
15
0
150
/
/
/
/
/ 2 �X /
/ N/F
MARK JONES & WIFE,
/ BOBBI JONES
DB 10108, PG 297 /
PB121,PG82
/
/
�o
N/F
RUSSELL R. STRICKLAND & WIFE,\
JACKIE MARLOW STRICKLAND
DB 4716, PG 832
I PB 121, PG 82
h 1111�i1
%II 11I11
N/F
CYNTHIA ELLEN HUBBARD BAIN
DB 10253, PG 227
GRAPHIC SCALE
0 75 150 300
( IN FEET )
1 inch = 150 ft.
T
04'
600
09
\A
V ,
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO
�: 0 .SS Q'.• i
SEA
02
�G I NE •: ja���
V//;, COTT
02-22-1�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
OVERALL
UTILITY PLAN
PIN# 0487-95-6119
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
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

KLAND ROAD
9� GG RYDRIV I '
MO70
R 1 I
FO I INV 1
126.11�✓
EPK
SITE " I '
off_ ' ' V,' 11
INV
1126.48
LITTLE p
F 1 a I
' U IINV I
�p 126.401
SRO I I
09 I O / �
I \
I /JAKE ROAD ,
NORTI-1 I / 1
I
I � 1
VICINITY MAP
NOT TO SCALE 127.571
1 1^
i EIP
EPK U \ 1
� I \
I 00 �
� I
INV
LEGEND:
NV
LEGEND: TBM 1
EIP I (04D DISK #1
EIP-EXISTING IRON PIPE I N 476,160.437
EIS O EIS -EXISTING IRON STAKE -\I' I E 2,088,582.569
EPKO EPK-EXISTING PK NAIL I ELEV 129.90 �^
ERGO ERB-EXISTING REBAR INC GRID N
� ' I (2011) 83
N/F - NOW OR FORMERLY i 1 NAVD 88
R/W - RIGHT OF WAY
1
PROPERTY LINE , I
ADJACENT PROPERTY LINE 52
RIGHT-OF-WAY a0 �I
-SETBACK LINE
l I
W WATER LINE I Lu �7I
OVERHEAD UTILITY
PERMANENT EASEMENT X M V
• 100 YEAR FLOOD LINE
CENTERLINE OF CREEK I l co CD
UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR \ I cn
x 124.48' SPOT ELEVATION I I i II I
BENCHMARK
PP UTILITY POLE I
0 TELEPHONE PEDESTALWV
I I
N WATER VALVE II
ZYYI FIRE HYDRANT I I I
0 WATER METER I I
ASPHALT
0 AE FLOOD ZONE 1 I 1
UNSUITABLE SOIL I '
PROPOSED EASEMENT I I
,i, PROPOSED FIRE HYDRANT I I I OS1
LoJ PROPOSED WATER METER I
H PROPOSED WATER VALVE I
P PROPOSED TAP SLEEVE AND VALVE I I
• PROPOSED BLOW OFF I I I I
111PROPOSED TEE
01 PROPOSED REDUCER II
I
� I
I I
1 t ---
I I
ISTEEL CASINGI 0+00
I
10'X10'�
RECEIVING I
PIT
f `5
N /F
NATHAN S. EIX & WIFE,
SHELIA DAWN EIX
DB 9412, PG 475
PB 133, PG 107
\
30' ACCESS & UTILITY EASEMENT
f
I
J
/ 1
1 /2," 0 /
EIP
N /F
WBM AG, LLC
o / r -1 TRACT 1 OF
DB 10168, PG 245
F-
z
w
I
IQ
I
Z
I<
0
5/8„ \
ERB
I
I
I
AMERICAN TOWERS, LLC
100, X 100, 1
LEASE AREA
T
04'
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS:
WATER MAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT
LATERAL SEPARATION --IN WHICH CASE:
6.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER;
OR
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE
ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
7. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
NECESSARY FOR A WATER MAIN TO CROSS OVER A
SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER
MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
EACH SIDE OF THE POINT OF CROSSING.
8. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT
IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
POINT OF CROSSING.
9. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
TESTED IN ACCORDANCE WITH ESD AND NCDEQ TECHNICAL
SPECIFICATIONS.
10. ALL MATERIALS SHALL BE APPROVED BY ESD BEFORE
INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
AND ESD A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
NOTIFY THE ENGINEER OF RECORD AND ESD 48 HOURS IN
ADVANCE OF ALL TESTING.
12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING
SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE
LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS
RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE
FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION.
13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
Know what's below.
Call before you dig.
1 I �I1 GRAPHIC SCALE
I
I I I 50 0 25 50 100
I I�
N /F
JAMES SAMUEL AUTRY & WIFE,
I I Ill MELANIE GAY AUTRY ( IN FEET )
II DB 4928, PG 833
II I III I
inch = 50 ft.
I I
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
200
■
site
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
www.4D site solutions.com
�CAROZ//
SEA
02
G I NE .•: ja�`�
V//;, ,OTT
I1111�\0```
02-22-1�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
UTILITY PLAN
PIN# 0487-95-6119
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-5n 1

9,c MORN\l�G
c"�,,,
O
LEGEND:
Ao
EiP 0EIP—EXISTING IRON PIPE
9a
EIS O EIS —EXISTING IRON STAKE
c1�
EPK
SITE
ERBO ERB-EXISTING REBARIL
N/F - NOW OR FORMERLY
LITTLE CRFF
R/W - RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
- - RIGHT-OF-WAY
F�Go
-SETBACK LINE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
100 YEAR FLOOD LINE
JAKE ROAD
- CENTERLINE OF CREEK
NORTH
� UNSUITABLE SOILS
120 MAJOR CONTOUR
117 MINOR CONTOUR
J 77,
J 1 N F
WBM AG, LLC
TRACT 1 OF
/ \ \ DB 10168, PG 245
0
'��//r �/ I
VICINITY -MAP - �'�, / �_/ /
1 NOT TO SC `1�1//.`X10`/�., 29 7 / , r\
1 -125
125
/ Dt127,
N
00
/ 36 2„ V
tom/ 2+98.4
/ - 2+89.0
2" BO \
IN,
/ \ \ 0"0.
2GG
27
\ A O
QO c' `
AI-,\
��0`
1 3+17.3 l
3+01.8 1 35 / \ \ X
X 124.48' SPOT ELEVATION
BENCHMARK
PP UTILITY POLE
❑T TELEPHONE PEDESTAL
Wv
M WATER VALVE
FIRE HYDRANT
0 WATER METER
0 ASPHALT
AE FLOOD ZONE
UNSUITABLE SOIL
PROPOSED EASEMENT
PROPOSED FIRE HYDRANT
L�J PROPOSED WATER METER
H PROPOSED WATER VALVE
H PROPOSED TAP SLEEVE AND VALVE
• PROPOSED BLOW OFF
FT-1 PROPOSED TEE
10 PROPOSED REDUCER
CD
T
04'
7�?
23+22.1
2" BV \
26 23+12.3
2" BO ZM 6° 23
Xo° II
� 1 hlclp-
�
Q
/
1 '
No
40 LF 4"
v o STEEL CASING\
N
-0 03.0\��
I �o
P �
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M
cn
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r� I
n
cn 41 I 1 127
1 '
+
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\ - b
1�\v�� Q SROADW6 ,"i \Z
t NN
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10' UTILITY EASEMENT — — — STEEL CASING \F`
_ 2" BV_0+02\
/ t \Z+
---__—__ 6"X2" TEE
I , �, 12+82.5 WF �� \
t 2 100—
tt+oo _ � o
„G W6 v 1 _ 12+92.4 ' )
FH 15
\ /
— — — --_ — —
---- 13+22.5
CD
X 128.38
12 '
1 /2"
ERB
GRAPHIC SCALE
/ / f 50 0 25 50 100
130 '
/ 1/2"
-� ERB
( IN FEET )
1 inch = 50 ft.
� 125
\ — 124 f /
200 Know what's below.
Call before you dig.
Y 9
20+79.8 '
2„ BV
6" PLUG & TAP 2 \ I \ \ \
20+69.8 A
' FH
20+54.8
6"X2" TEE
20+37.8 \
6" GV
20+27.8
21 1
I
20
10 FLD
I' 104p
I
OTES LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
7. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE NECESSARY FOR A WATER MAIN TO CROSS OVER A
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE VERTICAL SEPARATION --IN WHICH CASE BOTH THE WATER
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS
THE OWNER TO BE USED FOR THE WATER LINE MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
CERTIFICATION AT THE COMPLETION OF THE PROJECT. WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY EACH SIDE OF THE POINT OF CROSSING.
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. 8. CROSSING A WATER MAIN UNDER A SEWER: WHENEVER IT
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE
WORK. CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE
REGULATIONS POINT OF CROSSING.
5. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS 9. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE
POINTING DOWNSTREAM. ALL PIPES SHALL BE PLACED TRUE TESTED IN ACCORDANCE WITH ESD AND NCDEQ TECHNICAL
TO LINE AND GRADE WITH ENDS ABUTTING, CAREFULLY SPECIFICATIONS.
CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT. 10. ALL MATERIALS SHALL BE APPROVED BY ESD BEFORE
6. LATERAL SEPARATION OF SEWERS AND WATER MAINS: INSTALLATION.
WATER MAINS SHALL BE LAID AT LEAST 10 FEET 11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD
LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS AND ESD A MINIMUM OF 48 HOURS BEFORE CONSTRUCTION
LOCAL CONDITIONS OR BARRIERS PREVENT A 10-FOOT OF THE WATER LINE BEGINS. THE CONTRACTOR SHALL ALSO
LATERAL SEPARATION --IN WHICH CASE: NOTIFY THE ENGINEER OF RECORD AND ESD 48 HOURS IN
6.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH ADVANCE OF ALL TESTING.
THE ELEVATION OF THE BOTTOM OF THE WATER MAIN 12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING
AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; SURVEY MAY REQUIRE DEMOLITION. NO UTILITIES SHALL BE
OR LEFT IN PLACE THAT CROSS THE NEW LOTS UNLESS
6.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE
SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE FOUND, CONTACT ENGINEER PRIOR TO DEMOLITION.
ON A BENCH OF UNDISTURBED EARTH, AND WITH THE 13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT
I
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�`IICARO
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SEA
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02%22-/�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
DETAILED
UTILITY PLAN
PIN# 0487-95-6119
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
1
1
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

150
145
140
135
130
125�
120
115
110
105
100
o
C0
STEEL CASING o+oo 130 i `V / 49
,P F y — 1+00III
I o'X10' ZZ
EIVING
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WFS
6" C900 WATER LINE
B V 10+00 11
00—0+03.0 131 9+00 — _ — — —
♦ 6"X2" TEE --I — T T
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— — — — — — r =—7+76.8 N —I
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r _ - - — —
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FH
8+06.3
501 R/W (PUBLIC STREET)
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1 I o
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HIGH POINT ELEV = 132.02
HIGH POINT STA = 4+45.22
PVI STA = 4+45.35
PVI ELEV = 132.27
A.D. _ —1.00%
K = 199.14
200' VC
HIGH POINT ELEV = 131.66
HIGH POINT STA = 10+02.45
PVI STA = 10+09.22
PVI ELEV = 131.80
A.D. _ —1.16%
K = 86.17
100' VC
LOW POINT ELEV = 130.87
LOW POINT STA = 7+73.89
PVI STA = 7+73.78
PVI ELEV = 130.62
A.D. = 1.00%
K = 199.11
200' VC
,n
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COVER
— — — — — —
EXISTING GROUND
___
___
18" CLASS
IV RCP
___
— — — — —
----
----
-----
----
— — — -
— —
—0.66%
_
----
18" RCP
6" C900 WATER LINE
----
APPROX.
LOCATION
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1ATER LINE
20 LF 6" DI
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12+00 13+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
150
145
140
135
130
125
120
115
110
105
100
n
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14+00
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I G-2354
www.4Dsitesotutions.com
CAR0
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• � SEA
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02 _
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IN
,O1
02-22
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
LOWGRASS
ROAD PROFILE
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-600

x 124.48
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105
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501 R/W (PUBLIC STREET)
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22+00
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LOW POINT ELEV = 127.14
LOW POINT STA = 17+45.21
PVI STA = 17+38.58
PVI ELEV = 127.00
A.D. = 1.16%
K=8.
100' VC
HIGH POINT ELEV = 127.51
HIGH POINT STA = 18+85.44
PVI STA = 18+94.89
PVI ELEV = 27.79
11%
A.D. _ -1.11%
K=179.50
200' VC
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— — — — —
— — — —
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IV RCP
42"
— — — —
MINIMUM COVER
6" C900 WATER
— — —
— — — —
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20 LF 6" DI
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150
145
140
135
130
125
120
115
110
105
100
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 24+00
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �V//
�2:pF SS0../L
SEA
02
•• G IN ••: ja�`�
COTT
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
LOWGRASS
ROAD PROFILE
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-601

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150
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135
130
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120
115
110
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--
----
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----------
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----
— — —
2" SDR
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STEEL CASING
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150 150
145 145
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135 135
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125 125
120 120
115 115
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105 105
100 100
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127 _� I
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o
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42"
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STEEL CASING
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150
145
140
135
130
125
120
115
110
105
100
3+00
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CARO �Z//
SEA
02
COT
•G I NE .•: ja���
IM
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
HALFBEAK
COURT & MUDDY
CREEK COURT
PROFILE
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-602

150
145
135
130
125
120
115
110
105
100
to
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0
o
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M
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------------------------
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COVER
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N
_ � o
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100
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150 150
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140 140
135 135
130 130
125 125
120 120
115 115
110 110
105 105
100 100
4+00
�11
FAWN WOOD PLACE
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 3+50
O
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6 �
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0+00
1+00
2+00
3+00
150
145
140
135
130
125
120
115
110
105
100
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CAR9
� 2 .0 SS � ..�L
SEA
02
•G I NE •: ja���
V/z 0O I I111\�
02
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
BASTION PLACE
& FAWN WOOD
PLACE PROFILE
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=5'
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-603

VARIES 6' 20' 6'
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
(SWALE) (SHOULDER) (SHOULDER)
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
10' 10'
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
FINISH GRADE S9.5B
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
5
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
Q
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
U
o CARRY BASE COURSE 6"
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
.5'
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
BEYOND SURFACE COURSE 2% 2%
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
0 $% 8%
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
C j
CV
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
III
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY OR CLEANUP THE
xo/ THIS IS FOR
EFFECTIVENESS OF EROSION ON CONTROPAIRS
L DEVICES SHALL BE
\
\�/� /\\�\\\\\/\/\/\\/\\\/\\\/\\\/\\\/\\\/\\\\�\ FILL SECTION
\ \ \ \ \ \
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
OTHER THAN INDICATED ON THESE PLANS INCLUDING, BUT NOT
\MAINTAIN
1 \ 1 �%
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
y/ \� \\/\\/\\// \\//\
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
/\\/�\ GEOTECHNICAL ENGINEER SHOULD BE
3 3
/ / � �/ / //. 3 \�\
\/ \�\
\//\\//\
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
COMPACTED CONSULTED TO DETERMINE DEPTH OF ABC
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
SUBGRADE NEEDED TO MEET NCDOT REQUIREMENTS \�\j�\\\\
8" COMPACTED
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
ABC
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
6
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
COMPACTED
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
USE 3:1 CUT SLOPES IN CUT SECTIONS
SUBGRADE
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
CARRY BASE COURSE 6"
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
BEYOND SURFACE COURSE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
AT LOCATIONS WITHOUT
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
CURB AND GUTTER
IMMEDIATELY.
NTS
NTS
1 ROADWAY TYPICAL SECTION (WITH DITCH)
2 ASPHALT PAVEMENT
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH THICKNESS - 6 INCHES MINIMUM
NATURAL GROUND
MAX. SLOPE (TYP)
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36-0" MIN 4'-1" 10'-0" AREA, WHICHEVER IS GREATER
6"1LENGTH- 50 FT. MINIMUM.
F I
L LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
IN.
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
NATURAL GROUND i
2.5 /
1
SEEDING SPECIFICATIONS
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE:
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
ACCEPTANCE.
RYE (GRAIN) 120
TALL FESCUE 80
Z/
COMPACTED SOIL
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
G
\ MAINTENANCE
*** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
J01
1
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
SEEDING DATES:
KOBE LESPEDEZA 10
/ MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
JANUARY 1 - MAY 1
SEEDING NOTES:
WITH 2-INCH STONE. AFTER EACH
Sp m/ REQUIRE PERIODIC TOPANY STRSSINGUCTURE
%. RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
TEMPORARY DIVERSION KEY NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
PUBLIC ROADWAYS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
LB./ACRE 10-10-10 FERTILIZER.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
MULCH:
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
O
FOR LESS THAN 30 DAYS.
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SEEDING DATES:
AGGREGATE
MAINTENANCE:
BEST POSSIBLE
N
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
6' THICKNESS
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
2-3" COURSE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
AND MAKE TIMELY REPAIRS AS NEEDED.
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
NTS
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
5 TEMPORARY DIVERSION BERM
SEEDING DATES:
MAY 1 -AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
MAXIMUMOF THERENCH FENAND E 8" INTO
RENCH UPHILL AND EXCAVATE THE E 4 X 8" THEEXCAVATEDBOTTOM
OUT
PLAN VIEW
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32INCHES IN WIDTH AND
LB./ACRE 10-10-10 FERTILIZER.
TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
SEEDING SPECIFICATIONS
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
STEEL POSTS STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
SEEDING MIXTURE:
EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
WIRE
LINE WIRES
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MIN. GA. REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
�=
MAINTENANCE:
SPECIES RATE (LB./ACRE)
3. STEEL POSTS SHALL BE A MIN. OF & HEIGHT AND SHALL BE
~
-�_ w
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT)
THE SELF FASTENER ANGLE STEEL TYPE.
INFLOW _ a
STRUCTURE a
EROSION OR OTHER DAMAGE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
-- m
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
w
SEEDING DATES:
_ REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
COASTAL PLAIN: APR. - JULY
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
SEEDING MIXTURE:
SOIL AMENDMENTS:
%j PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
/',;�" PRESSURE ON THE FENCE AS NEEDED.
J_
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
0
RYE (GRAIN) 12O
AND 500 LBJACRE 10-10-10 FERTILIZER.
STEP 1 STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
SKIMMER
DEWATERING
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
DEVICE EMERGENCY
SEEDING DATES:
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
�� ON STONE SPILLWAY
i BEDDING
AUGUST 15 - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
MIN 8"
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
SOIL AMENDMENTS:
LBJACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
POSTS MAX 8' Q.C.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
WIRE "HOG WIRE"
MULCH:
DRAINAGE DEVICES.
FABRIENCE C
� FILTER FABRIC
_ A
__II I #9 WIRE STAPLES 1-1/2" LONG
I\
BAFFLES EMBANKMENT
INFLOW 1' FREEBOARD
STRUCTURE
f
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
�I _ _
\ I I`
T `�I I
I
BAFFLES
/
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
T ` _ BOTTOM OF WIRE FENCE AND
\ �I FILTER FABRIC BURIED 8" IN
/
w EXCAVATED TRENCH &TURNED
\
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
,I = OUT 4" IN THE TRENCH
MAINTENANCE:
r�Vy
6" MIN. INVE T ELEVATION OF
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
DE WATERING EMERGENCY SPILLWAY
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
i
ZONE EMERGENCY
SPILLWAY
IN LATE OR EARLY MARCH.
STEEL POST DRIVEN
/ - y( 24" INTO GROUND
A
FILTER FABRIC/ STONE BEDDING
STEP 3 STEP 4 SECTION A -A
MAINTENANCE
SEDIMENT
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
STORAGE ZONE
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
CROSS-SECTION VIEW
CONSTRUCTION SPECIFICATIONS
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER NTS
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, INLET
6 TEMPORARY SEEDING SPECIFICATIONS
7 PERMANENT SEEDING SPECIFICATIONS
8 SILT FENCE
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. PVC VENT PIPE
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
NOTES:
OR TIMBER.
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
L = THE DISTANCE SUCH THAT POINTS
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
DRIVE POSTS 24" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
A AND B ARE OF EQUAL ELEVATION
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 QQ
MAXIMUM 4' O.C. AND EXCAVATE A4" X 8"
TRENCH UPHILL ALONG THE LINE OF
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED QOQ� I
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
POSTS.
THE TRENCH. SUPPORT WIRE OR
ROPE
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
STEEL POST �
_ A L
_ _ -----SEDIMENT5.
I -III -III -III -III -III____- STORAGE
EQUIPMENT. FLEXIBLE HOSE
ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
STEEL POSTS
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
EARTH BERM F�.O
AREA
-III _III -III -III -III III -III -III -III -III -III I i -�_
- I -III
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
MAINTENANCE
_
_III -III -III -III III -I I I -III -III -I I = _ _ _ _
-
ITI-III-III-
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
_
III _III-III--III-III-III-I _
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
-III-III-III-III
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED WITH STAPLES
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
CENTER OF THE DAM IS
TO BE 9" LOWER THAN
THE EDGES (MIN) A 1.5'
TO FORM A WEIR MIN,
BASIN. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR SKIMMER
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE 5
\ \
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
9" MIN.
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
_
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
STEP 1
STEP 2
STABLE. 35% OF SURFACE AREA
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
CENTER OF THE DAM IS
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
BACKFILL THE TRENCH AND COMPACT THE SOIL
ATTACH THE JUTE NETTING OR OTHER FABRIC
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
TO BE 9" LOWER THAN
THE FABRIC. MAINTENANCE
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
FIRST CELL-25% OF LENGTH FROM INLET ZONE FIRST CHAMBER
SECOND CELL - 25% OF LENGTH FROM FIRST CELL 25% OF SURFACE AREA
FILTER FABRIC THE EDGES (MIN)
TO FORM A WEIR
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
S" INTO THE TRENCH AND TURNED OUT 4" IN THE
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
SECOND CHAMBER
25% OF SURFACE AREA
POSTS MAX 4' O.C.
CLASS A OR B EROSION
CHANNEL OR DITCH CONTROL STONEEFFICIENCY.
APPLICATION ID-7
A
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
OUTLET ZONE
�Z24" MAX.
��%
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
TOP STAY WIRE OR ROPE 15% OF SURFACE AREA
AT CENTER
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE CONTROLS.
A
JUTE NETTING OR EQUIVILENT
EMBANKMENT BEFORE THE AREA IS CLEARED.
BOTTOM OF FABRIC BURIED 8"
MAINTENANCE
-
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
10. INSTALL POROUS BAFFLES AS SPECIFIED. IS FLOWING UNDERNEATH OR AROUND THEM.
IN EXCAVATED TRENCH &
TURNED OUT 4" IN THE PERSPECTIVE VIEW
TRENCH, OR PINNED WITH a"
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
EROSION CONTROL MATTING
CASE LESS THAN ONCE PER WEEK FILTER FABRIC
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
STAPLES.
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
--ELQW
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE SECTION A -A
CE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
STEEL POST DRIVEN
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
24" INTO GROUND
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
n
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
SKIMMER AND POOL AREAS.
STEP 3
STEP 4
SECTION A -A
NTS
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE NTS
NTS
HEIGHT OF THE WEIR.
9 POROUS BAFFLES
10 CHECK DAM WITH WEIR
11 TEMPORARY SKIMMER BASIN
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
IICA UO
NN
•4 SEA <;
02 4
02-22_1�
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
SITE & EROSION
CONTROL
DETAILS
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-700

it
2
3
PIPE OUTLET TO 1
WELL-DEFINED CHANNEL
A A
NOTES
1. LA IS THE LENGTH OF THE RIPRAP
APRON.(SEE EC PLAN)
2. D = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6".
MAINTENANCE
1. INSPECT THE OUTLET PROTECTION AFTER EACH RAINFALL BUT IN NO
CASE LESS THAN ONCE PER WEEK.
ANY STONES THAT THAT HAVE BEEN
DISLODGED SHOULD BE REPLACED
AND ANY EROSION AROUND THE
OUTLET SHOULD BE REPAIRED.
3. IN A WELL-DEFINED CHANNEL EXTEND
THE APRON THE REQUIRED 4' WIDTH
OR UP TO THE TOP OF THE CHANNEL
BANKS, WHICHEVER IS LESS.
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
NTS
TYPICAL RIP RAP APRON
GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE SWALE.
SEE PLAN FOR WIDTH
GRASS OR RIP RAP LINING
SEE PLAN
SEE PLAN FOR
1� DEPTH
SEE PLAN /EEPLAN
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COMPACTED SEE PLAN
SUBGRADE
MAINTENANCE
MAINTENANCE & CONSTRUCTION:
EXISTING
GROUND
CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4. KEEP THE GRASS IN A HEALTHY. VIGOROUS CONDITION AT ALL TIMES.
TYPICAL SWALE CROSS SECTION
LASS 1 RIP RAP
/ (SEE SECTION THRU BASIN BELOW)
LASS 1 RIP RAP HEADWALL
#57 WASHED STONE
T THICK X THIGH MIN.
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
NOT TO SCALE
NTS
FLOO
STORAGE NATURAL GROUND
ZONE 1' 2' RIP RAP HEADWALL
SEDIMENT 1'
STORAGE 1.5'
R OW
FLOW-- 1.5'
IPE INVERT
#57
WASHED
FILTER FABRIC
LASS 1 RIP -RAP CONSTRUCTION SPECIFICATIONS
MAX. SEDIMENT DEPT
(CLEAN OUT POINT) STONE
SECTION THRU BASIN, FILTER, & CULVERT PIPE
NOT TO SCALE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (112" OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
THE PIPE INLET.
3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
AND STABILIZE WITH GROUND COVER.
ROCK PIPE INLET PROTECTION
NTS
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
. Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply I flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
NORTH CAROLINA
Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRAB& WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
fAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
It no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOS)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of Stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
r NORTH CAROLINA
ski Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.411
EFFECTIVE: 04/01 / 19
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
e Within 24 hours, an oral or electronic notification.
deposition in a
. Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
e If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
. Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
. A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
. Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
. Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
� NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 �
4Dsite
solutions
civil engineering I Land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
EROSION
CONTROL
DETAILS
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-701

3" WIDE DETECTOR
TAPE (12" _IS ' BURY)
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WATER MAIN TRENCH DETAILS
TYPE 3 LAYING
N.T.S.
NOTES:
CONDITIONS
I. LAYING CONDITIONS AS PER AWWA C600 AND
C605 STANDARDS.
2, BEDDING MATERIAL SHALL BE 4' MINIMUM
THICKNESS, LOOSE SOIL (DEFINED AS NATIVE
SOIL EXCAVATED FROM THE TRENCH), FREE
FROM ROCKS AND SHALL PROVIDE UNIFORM
SUPPORT FOR THE FULL LENGTH OF PIPE.
COMPACT TO 95% MAXIMUM DENSITY.
3. INITIAL BACKFILL SHALL BE LIGHTLY
CONSOLIDATED W MAXIMUM 6" LOOSE LIFTS,
COMPACTED TO 95% OF MAXIMUM DENSITY.
A: UNDER AREAS TO BE SEEDED OR SODDED,
COMPACT SUCCEEDING LAYERS OF FINAL
BACKFILL IN 12' LOOSE LIFTS TO 85%
MAXIMUM DENSITY.
B: UNDER STRUCTURES, PAVEMENTS AND ROAD
SHOULDERS, COMPACT SUCCEEDING LAYERS OF
FINAL BACKFILL IN 6' LOOSE LIFTS TO 95%
MAXIMUM DENSITY EXCEPT COMPACT TOP 12'
OF SUBGRAOE TO 96X MAXIMUM DENSITY.
4. PROVIDE 12 CA SOLID COPPER WIRE IN
SUFFICIENT TO BE INSTALLED AROUND EACH
VALVERBOXES" RING WIRE"TO WIITHN 14!NG. AT
TO 6'
EASTOVER SANITARY DISTRICT
OF TOP OF BOX ANTI INSERT INTO BOX THROUGH
DRILLED HOLE.
DRAWING #
5. INSTALL 3' WIDE DETECTOR TAPE AT IV- 18"
DEPTH. TAPE SHALL HAVE MIDDLE FOIL LAYER.
STANDARD WATER MAIN
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DRAWING #
GATE
W-2 VALVE ASSEMBLY
NOMINAL PIPE
SIZE (INCH)
BRANCH SIZE
APPROX. WT. LES.
a
Iqj
NOTES:
1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH ESO STANDARDS,
2. TAPPING SLEEVES SHALL BE AS MANUFACTURED BY ROMAC, SMITHALAIR, OR APPROVED EQUAL.
3. STAINLESS STEEL TAPPING SLEEVE MAY BE UTILMED FORALL TAPPING OF MAINS UP TO AND INCLUDING 24' DIAMETER WITH 12' OR LESS BRANCH. BRANCH GREATER
THAN 12' SHALL BODY REQUIRE FULLTAPPING T Q Y D.I.D.1. J M.. NO SLEEVE (SEE DETAIL W.101.
4. SHELL AND LUGS SHALL BE STAINLESS STEEL PER ASTM A 240, TYPE 304 AND 104L
S. BOLTS SHALL BE $18' UNC ROLLED THREAD, STAINLESS STEEL PER ASTM A 193 TYPE 304 4' NOM. PIPE SIZE SHALL HAVE MIN. 112" BOLTS.
6, NUTS SHALL BE HEAVY HEX STAINLESS STEEL PER ASTM A-194, TYPE 304.
T. WASHERS SHALL BE STEEL AND PLASTIC LUBRICATING WASHER.
8. GASKETS SHALL BE VIRGIN SBR PER ASTM D 2000 MAA 610, COMPOUNDED FOR WATER AND SEWER SERVICE.
9. FLANGE SHALL BE DUCTILE IRON PER ASTM 636, GRADE 6543-I , OR STAINLESS STEEL PER ASTM A140. TYPE 304.
10. DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY VARY BASED UPON MANUFACTURER- SLEEVES SHALL BE SIMILAR IN NATURE TO THAT SHOWN AND SHALL NOT
DEVIATE IN ESSENTIAL DETAILS.
H. PIPE SURFACES SHALL BE CLEANED THOROUGHLY TO PERMIT A 0000 SEAL PRIOR TO INSTALLATION.
12- ALL TAPPING SLEEVES SHALL BE HYDROSTATICALLY PRESSURE TESTED IN ACCORDANCE WITH ESO SPECIFICATIONS. TEST SHALL HE WITNESSED AND APPROVED BY
ESO PROJECT COORDINATOR PRIOR TO BEGINNING TAPPING PROCESS.
13.
14. THE NUMBER OF BOLTS, NUTS AND WASHERS SHOWN ARE FOR ILLUSTRATION ONLY. ACTUAL QUANTITY SHALL BE AS RECOMMENDED BY THE SLEEVE MANUFACTURER
FOR THE REQUIRED SERVICE.
EASTOVER SANITARY DISTRICT
DRAWING #
TAPPING SLEEVE
W-3 AND VALVE ASSEMBLY
I
STEAMER NOZZLE
TO FACE STREET
MIN.
2 4' MAX, GATE VALVE
2AND VALVE BOX VALVE BOX PROTECTOR RING
U
1/3 C.Y. 57
wASHEO $TOPONE
?
AROUND WEEP HOLE
s
N
' DUCTI WATER MAIN
N PIP
n
`
I■
6' M.J.XFLANCED
LENGTH TO BE DETERMINED
90' BEND
IN THE FIELD
6' DUCTILE
3000 PSI
CONCRETE IRON PIPE
THRUST BLOCK MECHANICAL
JOINT TEE
FIRE
HYDRANT AND VALVE DETAIL
N.T.S.
)>I�L
1.
ALL PIPE JOINTS SHALL BE RESTRAINED JOINT.
2.
PLACE HYDRANTS AS DIRECTED BY EASTOVER SANITARY DISTRICT,
3.
FIRE HYDRANTS SHALL BE AMERICAN OARLING MARK 73-5.
4.
FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE
MADE USING A MECHANICAL JOINT TAPPING SLEEVE AND VALVE
(SEE DETAIL W-23) BY WET TAP CONNECTION. THE TAPPING
SLEEVE AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO
THE COMPLETION OF THE TAP IN THE PRESENCE OF THE OWNER.
5.
MECHANICAL JOINT HYDRANT TEES ARE PERMITTED IN THE
APPROPRIATE APPLICATION AND SUBJECT TO APPROVAL BY
THE OWNER.
6,
SEE VALVE BOX PROTECTOR RING FOR ADDITIONAL DETAILS
EASTOVER SANITARY DISTRICT
DRAWING #
STANDARD FIRE HYDRANT
W-4 INSTALLATION DETAIL
NOTES:
1. COMPACT FITTINGS ARE NOT ACCEPTABLE,
STANDARD FITTINGS SHALL BE USED WITH
A CONCRETE THRUST BLOCKING.
A/2 A 2 2. IF SAC-CRETE IS USED, MIXING MUST BE
ON SITE U IL121NG A MECHANICAL MIXER.
UNDISTURBEO
EARTH
1
JA/2 MIN.
*M.EVA'n0N
2 <
2
)ISTURSE°I/ ®
TH
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NOTES9
I. THRUST BLOCKS SHALL BE CONSTRUCTED OF 3000 P.S.I. CONCRETE
2. INSTALL TAR PAPER AROUND BEND OR FITTING TO PREVENT BONDING OF CONCRETE.
3. PRESSURE TEST AT 200 P.S.I.
DIMENSION A (FEET)
BEND / FITTING
PIPE SIZE (NOM, DIA. IN INCHES)
4
6
8
10
12
16
18
20
24
90' BEND
1.4
2.0
2.7
3.4
4.0
5.4
6.0
6.7
8.0
45' BEND
1.0
1.5
2.0
2.5
3.0
4.0
4.5
5.0
5.9
22 1/2' BEND
0.8
1.1
1.5
1.8
2.2
2.9
3.2
3.6
4.3
11 1/4' BEND
0.5
0.8
1.0
1.3
1.5
2.0
2.3
2.5
3.0
TEE BRANCH/DEAD ENO
1.2
1.7
2.3
2.9
3.4
4.5
5.1
5.7
6.8
CONCRETE THRUST BLOCK DETAIL FOR
PRESSURE MAIN HORIZONTAL BENDS AND TEES
N.T.S.
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CORPORATION STOP,• MIN. NOTES:
CT$ COMPRESSION CTS PACK JOINT INLET 3/4" BRASS NIPPLE 4 §
z w 3 COMPRESSION FITTING 1. CONCRETE PROTECTOR RING SHALL BE
BRICK - 2500 P,S.1, PRECAST REINFORCED CONCRETE f
z C W R 1 NO ADAPTER ALLOWED
ILL BASE FORD COPPERSETTER 2. VALVE BOX SHALL BE AT GRADE
(SEE SCHEDULE) W/ ROTEC OR RING EXTENDING
umi lw-o a a Z ^ I/2" ABOVE GRADE ^ %ac dd ddddddddd
o i w 3 w K K rn g E ALVE BOX 3. SEE GTE VALVE AND BOX DETAIL
m g
o J Z J w y o K n w O a o I LII SERVICEPPIPE. 12 GA SINGLE STRAND COATED 4. VALVE 00X PROTECTOR RINGS CV 5
m o la- w w w iv m x N w z Q _ COPPER WIRE EXTENDED INTO { s
3 SMALL BE INSTALLED AROUND VALVE �-• £ I I �i
K 4i K W > m F$ K > o . �I -- J DOUBLE STRAP SADDLE METER BOX 6'
w m O o O w E E cYi u K O `' m (- �Ti� =1T1 I 24' DIAMETER MIN. BOX IN UNPAVED NON -TRAFFIC AREAS. A• A• J {
w o U p O aQ w K a4 ;D `� > (D m TO DSHALL NOT CREATE MOVANC OPERATIONS. A HINOERANCE i ZA _ 3 G
�m¢w it uK.aS <� a 's a
o I a q SECTION A -A g /� 9 w z II ;oa dddddddddoo
OR 1' TYPICAL RESIDENTIAL SERVICE CONNECTION 9 N.T.S. pp ZY�
a zw a 04 zd
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2w1- W W KLU a NOTES, iR
pQ aZ W p
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FK z¢p wWW aO1p E� It
>z - Y REOUIR£0 FOR PVC PIPE. \ ja �Q vl o3c do�d .......
Nn9iX
t!1 d z w N> w w O a m w W p a Z m J m i _
w Q d w> x o>> X> a K w z v ¢ £ 2. ALL FITTINGS CTS COMPRESSION TYPE.
I-�wm QO.QQ 000Q W:w z m WATER METER BOX DETAIL o „sg11\�Z oa
Z Q m w a m a a a t- U m a u z0 Z z0 z u� c1 m L 3. METERS SHALL BE PROVIDED BY ESD. d dz N.T.S.d i lag
U-UK� 10 yy Fy' 3w.
i
q>I 4. NO PUNTS OR LANDSCAPING SHALL BE S I I o
3.2 ALLOWED 4'-0" OF METER BOX.
EASTOVER SANITARY DISTRICT 5. BARB -TYPE FITTING ARE "DTI ACCEPTABLE. EASTOVER SANITARY DISTRICT EASTOVER SANITARY DISTRICT g EASTOVER SANITARY DISTRICT EASTOVER SANITARY DISTRICT
DRAWING # t DRAWING # € DRAWING # DRAWING # "� DRAWING #
14 3/4' OR 1' TYPICAL RESIDENTIAL VALVE BOX 3/4' AND 1' WATER 1' BORE AND JACK
W-11 2' BLOWOFF ASSEMBLY 01 W-13 SERVICE CONNECTION 7 W-14 PROTECTOR RING 4'- W-16 METER BOX DETAIL J W-20 DETAILS
is 2
4Dsite
solutions
04 civil engineering I Land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone]-S777 license number I C-2354
www.4Dsitesotutions.com
y`uCARo
SEA
02
00
•• G � NE •: ja���
REVISIONS
PROJECT NAME
McMILLAN
FARM
SUBDIVISION
(ZERO LOT LINE)
WATER DETAILS
CLIENT
WBM AG, LLC
1064 71 st School Road
Fayetteville, North Carolina 28314
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1285
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
AUGUST 22, 2019
SHEET NUMBER
C-702