SW6070602_APPROVED PLANS_20180206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW( 1)=
DOC TYPE
❑ CURRENT PERMIT
.APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE1S
(%�p
YYYYMMDD

Koonce, Noble & Associates, Inc.
Consulting Engineers
September 1, 2017
Mike Lawyer
Dept. of Environmental & Natural Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
RE: SONNY OLIVER REALTY
ROBESON COUNTY
SW6070602 - MODIFICATION
Dear Mr. Lawyer:
Please find enclosed two copies of the revised plan sheet #1 with the proposed
maintenance easement shown.
Thank you for your assistance.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
Sam R. Noble, Jr.! PE
SRNjr/ccc
Enclosure
SEP - 5 2017
//'. 3? X/`7
208 EAST FIFTH STREET
TELEPHONE [phone]
LUMBERTON, NC 2835S LICENSE NO. F-0103
FAX [phone] E MAIL: [e-mail]

Koonce, Noble & Associates, Inc.
Consulting Engineers
August 18, 2017
Mike Lawyer
Dept. of Environmental & Natural Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
RE: SONNY OLIVER REALTY
ROBESON COUNTY
SW6070602 - MODIFICATION
Dear Mr. Lawyer:
Please find enclosed two copies of plan sheet No. 3. The drain size has been revised to
two (2) inches.
Thank you for your assistance.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
4�e�
Sam R. Noble, Jr., P
SRNjr/ccc
Enclosure
AUG 21 2017
208 EAST FIFTH STREET LUMBERTON, NC 28358 LICENSE NO. F-0103
TELEPHONE [phone] FAX (910) 73S-9378 E MAIL: [e-mail][

1567 - NC 72
1549
574
1550
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WIDEN ASPHALT 6.0' ON BOTH SIDES OF S.R. 1339
DEEP BRANCH ROAD TO CREATE A 36.0' ASPHALT o�FRhF , '� ^//FOUNOMAG \ \ 2417 2418
\\AD Ap/yF\Fg AIL ` \\ \ \ \ \ �. \ � .\ \ _ ... .. 2235 - '•.•,ter•
ROAD TO BE STRIPED AS SHOWN. EXISTING DITCH-
ON THE EAST SIDE OF S.R. 1339 TO BE MUCKED & \ 10pQ I ` \� �/ \ \ r
FILLED AND A NEW DITCH CREATED ALONG THE (. \\` �\r \ \ \. \ o•ar
EAST PROPERTY LINE (R-O-W) 7'_ � '/� _ �\\ \ \ \ \ \` 1FR44yf ok Bench OF -Mark
142,62
Nip /�O At5 j 7 2 ' SIGHT DISTANCE. 1 �,\\ •�� \ \ \ \ \ g .\, ` _
r /RP �/ - 33 PR P038iLfIftE \ �.\ \ \ •.F4 ...�
'(Q• PROP03E0 N
SEE NOTE
CONCRETE ry-
4 ,
PROP. D F \rah \ �"� \ • -
�/ (r�PTOP !, METE z"'A 24.0' x 170.0' CANOPY
�'(pi •/ , [] 8. GAS \\ �13g``3` `\\\\ \\\ \ �44V \'` -
r�' r r / ' / \ FUEL PUMPS b.000 FARM`Z-�\ `\ \� \ �• \
EXISTING DRAINAGE PIPE TO BE EXTENDED TO %J� \CR\G i /' / / •a _ �i / 29.o• _ 2B,a x9.a-�12.5' 3,000RACING
NEW DITCH ALONG EASTERN RNV LINE OF S.R.2D,000 GAL
UP
1339 TOTAL PIPE= 72.0 L.F. / ' / �set - - ----- ---- ------------ 18.000&4.000 ,a FRhF ti \ \ \ \
�AKSPM ED CE/ i // q'1db �
N.
300 i5 CONCRETE -`132
3.Y�(6 ♦ AC•'F �\ `\AMIREADY
SEWER METER
p$� �N4V.OUTm1 0 Qy9 �\ _� 10' T S Aft G \� �00 P.Og � �'•-. \ \ \ \
<1V �/;/ / ji \"i' p'R� P OPOSEDI WATER`- 4 PAC S 1PRO
S RVICE LIN - PVC FORLYt(W
\ \ \ \ \
�Q ' ;"� / •- 42 LF-15"RCP . ` _ N (8CH 40
�Q r � �p✓2 ( ! ®0.15% �� � � �•' S: �.+ 6.0' CONCRET
1�`\ m 1-- 9 la CONCRETE / - ,f.�,��y "�1 ` 1' ������•• \\ \ \\ \\
fit
IRONRIRON
O
PROPOSED 24 Lf -24'RCP \r�
/ / + INV. OUT=122tl
Z000�PQ��
Bench Mark
TOP=131.50" g` \ 13 P, / 7 r-----a--131-___-- -_.a / .1� .r '-_- SET \
INV. IN=12B )� `�30 R a PROPOSED�NE-SfORY f/, O _ IRON ROD `�736 ' • \. \ \
NV.OUT-126B0 \ \ a / •"" / a PROPOSED 6'CONC. _ _-__-- i __--- - \ \ \
♦ \4 \ ® a 55.8' x 78.5' BRICK BUILDING - EXTRUDEDCURB
ofosE 6"GONG. Ty FIN. FLOOR 138MIL / -------- • •` -- - - 13 \ ` \
COAPRE7E _ ��\ E rRUDED UPS j 4,270.0 S ' j 8� +� ��'.-.-_-__ O N -- __ =' S1'(p'C� \ \ \ , • \ \ \ \ \
01"' ,r9 ♦ P \\ :\ \ c j/ - - ., d r 3
r Pq _ •� - \\� ` _'-_____t30_ //�/- .% / % /r NC ETE % 4 o Z \`•
�--6gaC0 CURB �'- r �� - \
a`Cy O,,
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90� 29
PROPOSED IN
EASEMENT MAINTENANCES
a�
TOP OF ARROW EXISTING FIRE HYDRANT
ELEVATION = 142.52
RISER
H RACK
' CMP ®0.40%
4 r
PROPOSED DU P AREA
SLOPETOD I
SEE GENERAL
%x C)
A r'
02 r/
PROPOSED
r w/ 6' HIGH STATION _
w/ 6 HIGH
CLF
r� (25'z2512-
') & 12' GATE
CQ
CONCR
�r �� `�� +� _\ /�/� jr' !ij�� ��!• ROPOSE012"CONCRETE
RETAINING WALL(Y HIGH)
V. UTg2 47 •y /.- �` �� �125.` �_._ 9 // % ri �� \
l-
'♦ PROPOSED,-1/4
rB• r PVC FORCE MAIN--,i
'PPq CH 40) i! -
®4 ' '
' OPOSED Dn !'
}=132.75' RO WING ALIT IGH)
S/ 1 N=12340' i \ RETANING WALL (3'HCH)
�h INV. T=1�E0�
19��5 QP\� 21e APPrOved StormWater Permit DOCumerns Construction in accorria ncwith rh ese documents is
1�tP F P 1 ti e equlred by the stormwatF r rr t N th Carolina
!�P\�` p�� rules require that the ,+.;; r I �..7esigner
% GV 00 inspect during cnnstr,r;liC -1 0 ; if'y with
OevGD - - the Plans and space � r„rfls, -z; with the
sto1mW3terrules. (15ANCAC 2H, e 'i: i8
DatO)
i - /'errrYt O Q2
PROP. JB Z
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INV. IN=123.40' #� NC S via lq ii
a
INV.OUT-12t.53' Revision'Dte 7_Z(// '
48 LF-30'POP ®0058%
MAINTENANCE
SETBACK REQUIREMENTS
ZONE B2
FRONT/ RIGHT OF WAY LINE= 20.0'
SIDE AND REAR LOT LINE= 10.0
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
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72
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GENERAL NOTES
1. NEW TREES (SHOWN) SHALL HAVE A MIN. TRUNK DIA. OF
3" AT DBH. AND A MIN. HEIGHT OF 8'. RED OAK OR
EQUAL.
2. THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD ZONE
ACCORDING TO FEMA MAP No. 3710937100J, DATED 01/19/2005
3. THIS PROPERTY IS ZONED: B2 (BUSINESS)
4. TOTAL ACREAGE= 3.46 Ac.t 2.13 Ac.t DISTURBED
5. NEW SIGN TO BE PLACED A MIN. OF 10' FROM ALL
PROPERTY LINES 20' FROM ALL RM/ LINES AND
A MAX. HEIGHT OF 25').
6. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL
UNDERGROUND UTILITIES WITH THE COUNTY OF
ROBESON AND CITY OF LUMBERTON UTILITY DEPTS.
BEFORE ANY CONSTRUCTION BEGINS.
7. EXTERIOR LIGHTING SHALL BE NON-POLLUTING TO
ADJACENT PROPERTY OWNERS.
8. EXTERIOR LIGHTING, WATTAGE AND POLE HEIGHT SHALL
BE PROVIDED TO THE CITY OF LUMBERTON FOR THEIR
APPROVAL BY THE OWNER AND/OR SUPPLIER.
9. A WOODEN FENCE W/ GATE SHALL BE CONSTRUCTED
AROUND A 20' x 15' CONCRETE DUMPSTER AREA
AS SHOWN ON PLAN. (DRY GOODS ONLY)
10. VEHICLE ACCOMODA ION AREA= 85 151 Sqq Ft.
12 TREES REQUIRED - 12.6 SHOWN (3" AT D•BH)
11. PARKING REQUIREMENTS
REGULAR PARKING SPACES(20)= 9.0' x 19.0' READ. (IWx20' SHOWN)
HANDICAP PARKING SPACES(2)=10.V x 20.0' w/ 10.0'PAINTED
ISLAND BETWEEN THE TWO AS SHOWN
TOTAL PARKING SPACES= 22
TOTAL PARKING SPACES REQUIRED= 22
12. TAX PARCEL NOS.= 32-30-1-19 & PORTION OF 32-30-1-18
OWNER:
OLIVER REALTY COMPANY
1811 EAST FIFTH STREET
LUMBERTON, N.C., 28358
0
TELE. No. [phone]
°LA
CVED
DES - e NIB
DEQ-FAYET?E�'I!LtFt�IONALOFFICE
Pre mina - Do not Liss for conetructlon
Progress DMWings - Do not usfWfor oorlotrucyon
Pre urinary P at It r ropmouilin., conveyo oes, or Wks,
Final Drawing Not releasedlfor constryction
Final Drawing For R000w PLirposea Orlly
I-Inal DreWing - Release 'For Construction
VMS
SHEET NO.
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72
E
WIDEN ASPHALT 6.0' ON BOTH SIDES OF S.R. 1339
DEEP BRANCH ROAD TO CREATE A 36.0' ASPHALT
ROAD TO BE STRIPED AS SHOWN. EXISTING DITCH
ON THE EAST SIDE OF S.R. 1339 TO BE MUCKED &
FILLED AND A NEW DITCH CREATED ALONG THE
EAST PROPERTY LINE (R-O-W)
EXISTING DRAINAGE PIPE TO BE EXTENDED TO
Rnnnt, Tdr�r�r
TOP OF ARROW EXISTING FIRE HYDRANT
ELEVATION=142.52
010
A1tP Po
.
9�(n v�9
MAINTENANCE
EPROPOSED ASEMENT
w
\ \
\ \ 1339
US 74
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\VCA �Alq \ \ `^1139
7
35�1
US 30
oq
5\m~`•FA�NDMAG \\\ \ 2235
\.
y _ _ Bench Mark
\fC�- TOP OF ARROW=142.52
PIR
r000 \ \ \ \\\ L \ YDRT
t3A-,
SIG11-135
9 \
a
PROPOSED N 1 (nt _ -
SEE NOTE 1p '�-�� \` �� 00•F(/
CONCRETE /l \\`
i PRO D /I i o �`\��W'O�_�\\
?OP i Y� %'� ROP � OWA ER b"V
�� �\ � ,,
�`7 0 �\
160A' CANOPY °
5,000 FARM`\ `� \ \`14l
a _ 12.8' FUEL PUMPS V 3,000 RACING
270
27.0ll
20ADO GAL,
16,000&4,00oU27.0-
4 -132- 3
\\
��� 'n �'• 4 GG? C o CONCRETE �'132---_`
SR `\ -`� ` `\ `\ A\\ •w \ \ \ \ \ \ \
3.46 Ail
,)UT I � ; _ o �o�e� ...:. I I IJPARC SGFT7.
\g\
PROP. JB
INV. .40
INV.OUTOUT=119.53
30" RCP ® 0058%
NG SEDIMENT BASIN
REMOVED
SETBACK REQUIREMENTS
ZONE B2
FRONT/ RIGHT OF WAY LINE= 20.0'
SIDE AND REAR LOT LINE= 10.0
FIG�y G1
��tyvpG�P�z QPG z a
00�0
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
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Approved Storm Water Permit Documents
Construction in accordance with these documents is
-equired by the Mrmw,,.�. ,�„-.1 �fnKh Carolina
rules regr ,r
inspect c signet
the plar • with
stonnwater rules Nith the
Pail it - irate 9 S/7
SIN•---•L Date 9'/:'./7_
GENERAL NOTES
1. NEW TREES (SHOWN) SHALL HAVE A MIN. TRUNK DIA. OF
2 1/2" AT DBH. AND A MIN. HEIGHT OF 8'. RED OAK OR
EQUAL.
2. THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD ZONE
ACCORDING TO FEMA MAP No. 3710937100J, DATED 01/19/2005
3. THIS PROPERTY IS ZONED: B2 (BUSINESS)
4. TOTAL ACREAGE= 3.46 Ac.t 2.13 Ac.t DISTURBED
5. NEW SIGN TO BE PLACED A MIN. OF 10' FROM ALL
PROPERTY LINES (20' FROM ALL RAN LINES AND
A MAX. HEIGHT OF 25').
6. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL
UNDERGROUND UTILITIES WITH THE COUNTY OF
ROBESON AND CITY OF LUMBERTON UTILITY DEPTS.
BEFORE ANY CONSTRUCTION BEGINS.
7. EXTERIOR LIGHTING SHALL BE NON-POLLUTING TO
ADJACENT PROPERTY OWNERS.
8. EXTERIOR LIGHTING, WATTAGE AND POLE HEIGHT SHALL
BE PROVIDED TO THE CITY OF LUMBERTON FOR THEIR
APPROVAL BY THE OWNER AND/OR SUPPLIER.
9. A WOODEN FENCE w/ GATE SHALL BE CONSTRUCTED
AROUND A 20' x I& CONCRETE DUMPSTER AREA
AS SHOWN ON PLAN. (DRY GOODS ONLY)
10 27 TREES REQUIREDTI( SHOWN)93,730.0 Sq, Ft.
11. PARKING REQUIREMENTS
REGULAR PARKING SPACES(22)= 9.0' x 19.0'
HANDICAP PARKING SPACES(2)= 10.0' x 19.0' w/ 10.0' PAINTED
ISLAND BETWEEN THE TWO AS SHOWN
TOTAL PARKING SPACES= 24
TOTAL PARKING SPACES REQUIRED= 22
12. TAX PARCEL NOS.= 32-30-1-19 & PORTION OF 32-30-1-18
OWNER:
OLIVER REALTY COMPANY
1811 EAST FIFTH STREET
LUMBERTON, N.C., 28358
TELE. No. [phone]
Preliminary - Do not use for construction
Progress Drawings - Do not use for construc8on
re in nary P at - of for recordsUon, conveyances, or sa es -
Ftnal Draw ng - Not released for construction
Final Drawing - For Review Purposes
• my
1-Inal Drawing - Released For
Gonstruc on
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ELEV. = 125.00'
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NOTE:
MUDHOG PUMPS SHALL BE
PROVIDED WHEN NEEDED CGNS[JLTING
ELEV. = 125.00' TO PUMP POND DOWN. ENG/NEE/?S
ELEV. = 125.00' EMERGENCY SPILLWAY
TRASH RACK 3 ELEV. = 124.00' 3
1
SEDIMENT FOREBAY I i 10' AN
1 I 1
2 2 I I SPILLWAY CREST = 123.50' w
1 1 I I 2" PVC DRAIN
ELEV. = 123.50' 10 PIPE @ 45"
I I=— — — 1 12 PERMANENT POOL WSE = 122.88'
ELEV. = 122.38_@ FOREBAY _—� — ELEV. = 122.38'
_ = 2 PERMANENT POOL (4.3' AVG. DEPTH) 121'� — I _ I-iL = _ _ = IIt
INV. OUT = 122.0'
ELEV. = 118.50' I ( 1 TOP SEDIMENT CLEANOUT=117.38'
I I I PROPOSED 48" DIA. CMP GEOTEXTILE PROPOSED 50 LF - 15^CMP @ O.aO°A
BOTTOM OF POND ELEV=116.38' — — OVERFLOW CURTAIN @
30' O.C. COMPACTED SOIL BASE U W o= Z N
Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction conference at least one week priorto starting construction.
;. Install construction entrance, sediment fence, sediment basin and all othertemporary control
measures as shown on the plans.
4. Construct convenience store, parking lot and storm drainage with permanent control measures.
5. Complete seeding and mulching of the disturbed area
6. Remove all temporary erosion control measures.
7. Convert sediment basin to wet pond. Basin shall be cleaned out to specified depths and
dimensions.
Reseed any areas disturbed by removing erosion control measures
Wet Detention Basin Dimension
1"=2V
12" x T DIA CONCRETE _
ANTI -FLOTATION DEVICE
Wet Detention Basin Detail
Surface Areas (Square Feet)
Top Elevation
Area
Forebay
Pond
Forebay
Pond
Total Area
Sediment Storage
119.5
117.38
1603
4800
6403
Permanent Pool
122.88
122.88
2880
10500
13380
Temporary Pool
123.5
123.5
3154
12800
15954
Volume (Cubic Feet)
Top Elevation
Area
Total
Accumulated
Forebay
Pond
Forebay
Pond
Sediment Storage
119.5
117.38
1446
4484
5930
5930
Permanent Pool
122.88
122.88
7471
37298
44769
50699
Temporary Pool
123.5
123.5
1869
7211
9080
59779
NOTE:
BASIN SHALL BE USED AS A TEMPORARY
SEDIMENT BASIN DURING CONSTRUCTION.
BASIN SHALL BE CLEANED OUT PRIOR TO
PLACING IN SERVICE AS WET POND.
Landscape Plan
Wet detention basins shall incorporate several (minimum of three (3)) diverse species
of shallow water emergent and shallow land herbaceous vegetation on the vegetated
shelf. A minimum of 50 plants per 200 sf of shelf area shall be planted. The plants shall
be selected from the list of appropriate plant species for the vegetated shelf contained in
Chapter 9 of the NCDENR Stormwater BMP Manual
On the tops of berms and on the exterior slopes of containment berms, maintain turf
grass in access areas; Centipede grass is recommended.
TOP OF EMBANKMENT
15'
CLASS "B" RIPRAP
12" THICK
Ewer mcy Spillway Section
NO SCALE
Geotegtile Curtain Detail
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FILTER FABRIC SHALL BE A NON -WOVEN GEOTEXTILE WITH PROPERTIES
EQUAL TO AMOCO4551 OR MIRAR 140N. GEOTEXTILE CURTAIN SHALL BE
SECURELY FASTENED TO PIPE WITH STAINLESS STEEL STRAPS AND
HARDWARE. CURTAIN MAY BE CUT ON TOP SIDE OF PIPE ONLY TO ALLOW
CURTAIN TO BE WRAPPED AROUND PIPE.
Preliminary - Do not use for construction
Progress Drawings - Do not use for construction
Preliminary Plat- Not for recordation, conveyances, or sales
Final Drawing - Not reused for construction
Final Drawing - For Review Purposes Only
Final Drawing - Released For Construction
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N) SFW X 92.32 w 101.11
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CONCRETE WALK Y 24' x 50' CANOPY �- X 90.57
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�4, O K 90.20 V CONCRETE /
�Q
O SLOPE=L8% n'' SLOPE=6.0`,, X8A,81 X87. 11
' _ _ -RI SLOPE= 1.0^i _ 100.49
X� 4.21 �v PROP.O.B CrI PROP.SWALE 9.33 _-
00: TOP=93.23 ® 9,873 100.3 86. 11
INV.=89.23
X 89.66
X 90.89
9
\ X
\ X 89.45 87.99
\ 90.25 LIMITS OF WORK= PROPERTY LINE (3.46 Ac.±)
\ 9° 4.87 \
\ }( 88. 18
VICINTY MAP
NOT TO SCALE
37 C2
tiq�,` ♦ ��
6.4
\ �V
CT9q �\ ♦ \
9 ��` 84. \ 6 O��'99yis°F< \ \� q<
9
9
X 89.47
86.65 Q /
� X .46 /
s°Fq9 qy / \
X 6.44 Ne�9'tf
6.31 /
/
6.63
O�
' 14 .` X 8 .58 /
A, � /
713
N ROD
\
100.86 // SLOPE= 0.41% z
y�P" X8845 / i� 11
/ 2 n
QPOe /,6 2 TEMP. LINER
(8
100.61
( 8674 .74
�q DITCH No. 1 - SECTION A
NOT TO SCALE
NOTE
IF BASIN IS USED AS A SEDIMENT BASIN DURING
CONSTRUCTION, BASIN WILL BE CLEANED OUT
PRIOR TO USE AS A WET DETENTION BASIN.
SITE SHALL BE STABILIZED PRIOR TO PLACING WET
DETENTION BASIN IN SERVICE,
0 0 0 o TYPICAL SILT FENCE
LIMITS OF CONSTRUCTION
SLOPE= 1.61%
TEMP. N R �
1.0'
DITCH No. 2
NOT TO SCALE
GRAPHIC SCALE
40 D 20 40 80
( IN FEET )
I inch = 40 ft.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
160
N
IL_
2
LANSCAPE PLAN
WET DETENTION BASIN SHALL INCORPORATESEVERAL (MINIMUM OF
THREE (3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT AND
SHALLOW LAND HERBACEOUS VEGETATION ON THE VEGETATED
SHELF. A MINIMUM OF 50 PLANTS PER 200.0 Sq. Ft. OF SHELF AREA
SHALL BE PLANTED. THE PLANTS SHALL BE SELECTED FROM THE LIST
OF APPROPRIATE PLANT SPECIES FOR THE VEGETATED SHELF
CONTAINED IN CHAPTER 8 OF THE NCDENR STORMWATER
BMP MANUAL.
ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF
CONTAINMENT BERMS, MAINTAIN TURF GRASS IN ACCESS AREAS,
CENTIPEDE GRASS IS RECOMMENDED
SURFACE AREAS (Sq. Ft.
TOP ELEVATION
FOREBAY
POND
TOTAL
SEDIMENT STORAGE
81.01
988
1 4,800
5,700
PERMANENT PONI
1 2880
1 10,500
13 380
TEMPORARY POND
87.0
1 3100
12 800
15 900
VOLUME Cu. Ft.
TOP ELEVATION
FOREBAY I
POND
I TOTAL
ACCUMULATED
SEDIMENT STORAGE 1
81.0
1 865 1
9,677
1 10 542
10,542
PERMANENTPOND 1
86.5
1 10184 137,298
1
47482 1
58024
TEMPORARY POND 1
87.0
1 1,495 1
5,815 1
7 310 1
65 334
2�LENGTH= 75.0'
SLOPE=0.41% {�-
2
3.0'
DITCH No. 1 - SECTION C
NOT TO SCALE
2.0' MIN.
LENGTH--70.0' LENGTH= 240.0'
SLOPE = 0.41% z SLOPE= 5.62% z
2 1L2 2
TEMP. LINER TEMP. LINER
3.0'
DITCH No. 1 - SECTION B
NOT TO SCALE
SUN -DO N.C. HIGHWAY 711 W
OWNER: LAWRENCE H. OLIVER
(OLIVER OIL COMPANY)
1811 EAST FIFTH STREET
LUMBERTON, N.C. 28358
[phone]
2.0'
DITCH No. 1 - SECTION D
NOT TO SCALE
Z X
ELEV,= 84.9'
LENGTH= 100.0'
' WIDTH= 50.0'
SEDIMENT TRAP
NOT TO SCALE
SAM R. NOBLE, Jr., P.E.
401 OXFORD ROAD
LUMBERTON, NC, 28358
[phone]
FINAL DRAWINGS
FOR REVIEW ONLY
STORMWATER MANAGEMENT PLAN
FOR
SONNY OLIVER REALTY
RAFT SWAMP TOWNSHIP ROBESON COUNTY, N.C.
JOHNNY W. NOBLES AND ASSOCIATES
PROFESSIONAL LAND SURVEYORS
P.O. Box 407 416 CHESTNUT STREET
LUMBERTON, NORTH CAROLINA, 28359
DATE: AUG., 2006 SCALE: 1"= 40'
DRAWN BY: B.M. CHECKED BY: J.W.N.
REVISED: SEPTEMBER 02, 2010
SHEET 1 OF 2

1
SEED &MULCH EMBANKMENT
to�
A TOP OF BANKMENT ELEV. = 88.5
3 EMERGENCY SPILLWAY
ELEV. = 88.0 7' DIA. PRECAST TRASH RACK 1
EMRS. SPILLWAY ELEV. = 87.5
v SPILLWAY CREST = 87.0 v 3 ,
A VEGETATED SHELF INSTALL 1.25" Dia. HOLE @ 86.5
�+— 10, v PERMANENT POOL WSE = 86.5 COMPACTED FILL
10
ELEV. = 87.0 �1 60" RCP CONC. RISER----'
SEDIMENT FOREBAY I _ = ELEV. = 86.0
— — — — = PERMANENT POOL (3.0' AVG. DEPTH)
TOP SEDIMENT =
ELEV. = 80.0 „III I�1 BOTTOM OF POND EAEOUT80.00
15" RCP OUTLET BARREL
FOREBAY DIMENSIONS
FOREBAY
LENGTH
WIDTH
TOP
54.0'
66.0'
BOTTOM
22.0'
34.0'
INSTALL TEMPORARY SEDIMENT FILTER OF WASHED STONE TO A
HEIGHT OF 2' OVER THE POND DRAIN. WRAP POND DRAIN WITH
WITH WOVEN FILTER FABRIC AND OPEN VALVE TO DEWATER BASIN.
REPLACE STONE FILTER AS NEEDED TO ENSURE PROPER FILTERING.
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE
TOP OF EMBANKMENT ELEV. = 88.0 AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
ELEV. = 86.0 1
4
I� 30.0'
WET DETENTION BASIN DETAIL
SECTION A -A
TOP OF VEGETATED SHELF ELEV= 87.0
WET DETENTION BASIN DIMENSION
WET DETENTION BASIN DIMENSIONS
MAIN POND
ELEV.
LENGTH
WIDTH
BOTTOM
80.0
116.0'
36.0.
BOTTOM SHELF
86.0
140.0'
60.0'
TOP SHELF
87.0'
160.0'
80.0'
"-- 60" RCP INBEDED IN ANTI -FLOTATION DEVICE 6"\ '�--GEOTEXTILE CURTAI
V X T DIA. CONC. ANTI -FLOTATION DEVICE AT 30' OC
8" PVC POND DRAIN W/BALL VALVE COMPACTED SOIL BASE
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8" LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
THE STANDARD PROCTOR DENSITY.
EMBANKMENT SECTION
TOP OF EMBANKMENT
I— 15 i
EMERGENCY SPILLWAY SECTION
36" RCP CONC. RISER
NOTCH RISER TO ACCEPT WEB
MANHOLE RING & COVER
m ~ -- INVERTED T DIA. PRECAST
w CONC. MH BASE SECTION
x
w
LU
w
;z CONC. WEB CAST INTO
BASE SECTION
TOP ELEV= 88.0
54.0'
0
0
w
w
0
O
m
TRASH RACK
a & COVER
INVERTED T DIA. PRECAST
CONC. MH BASE SECTION
DNC. WEB CAST INTO
4SE SECTION
R TO ACCEPT WEB
ao m� r RISER
SAMR. NOBLE, Jr., P.E.
401 OXFORD ROAD
LUMIERTON, NC, 28358
:910) 738-9466
FIML DRAWINGS
FOR REVIEW ONLY
GEOTEXTI'' "'--"'"'
12"
4M
FILTER FABRIC SHALL BE A NON -WOVEN GEOTEXTILE WITH
PROPERTIES EQUAL TO AMOCO 4551 OR MIRAFI 140N. GETEXTILE
CURTAIN SHALL BE SECURELY FASTENED TO PIPE WITH STAINLESS
STILL STRAPS AND HARDWARE. CURTAIN SHALL NOTED OTHERWISE
CURTAIN MAY BE CUT ON TOP SIDE OF POPE ONLY TO ALLOW
CURTAIN TO BE WRAPPED AROUND PIPE.
GEOTEXTILE CURTAIN
STORMWATER MANAGEMENT PLAN
FOR
SONNY OLIVER REALTY
RAFT SWAMP TOWNSHIP ROBESON COUNTY, N.C.
JOHNNY W. NOBLES AND ASSOCIATES
PROFESSIONAL LAND SURVEYORS
P.O. Box 407 416 CHESTNUT STREET
LUMBERTON, NORTH CAROLINA, 28359
DATE: JULY, 2010 SCALE: NONE
DRAWN BY: B.M. CHECKED BY: J.W.N.
REVISED: SEPTEMBER 02, 2010
SHEET 2 OF 2

EXISTING DRAINAGE PIPE TO BE EXTENDED TO
NEW DITCH ALONG EASTERN R/W LINE OF S.R.
1339 TOTAL PIPE= 64.0 L.F.
WIDEN ASPHALT 6.0' ON BOTH SIDES OF S.R. 1339
DEEP BRANCH ROAD TO CREATE A 36.0' ASPHALT
ROAD TO BE STRIPED AS SHOWN. EXISTING DITCH
ON THE EAST SIDE OF S.R. 1339 TO BE MUCKED &
FILLED AND A NEW DITCH CREATED ALONG THE
EAST PROPERTY LINE (R-O-W)
`�''4 Y22p s
101 �ll
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1011
.�`d ip O"� NEWSENCHMARK
.(TOP OF ARROW= 14Z52
UP .gyro FA RE
,pass-"�`�.or � �\ rAPFR
150x15a
SIGHT DISTANCE 1 \ \
PROPOSED
SEE NOTE
/,,5� CONCRETE \fY�TiN
i' PROKD\\pq
P y J V
METE OX DO \ T \ ��\ 6C N'RTf\Tq
48.0' 160A' CANOPY rT, e: chi\ 31a N \
yy 12.5' 1� S,000 FARM`\ ``� �� /�
FUEL PUMPSRACPIG \ `
27.0' IMP
p
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27.0' 132--_____\O
16.00084,000w
Sp
CONCRETE
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3.46 Ac.+
O rro °`f vp �np`ear`'\ _ B "RK ,G 0'
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.dV -� PAC S `\ \OR
4S LF • 3W RCP Q OO5S%
SETBACK REQUIREMENTS
ZONE B2
FRONT/ RIGHT OF WAY LINE= 20.0'
SIDE AND REAR LOT LINE= 10.0
PROPOSED 12" CONCRETE
RETAINING WALL (3'HIGH)
o o
��IDC 0� tie
O
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
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----_ __ Revision Date S•3•/_
GENEFAL NOTES
1. HEW TREES (SHOWN) SHALL HAVE A MIN. TRUNK DIA. OF
1/2" AT DBH. AND A MIN. HEIGHT OF 8'. RED OAK OR
EQUAL.
2. THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD ZONE
ACCORDING TO FEMA MAP No. 3710937100J, DATED 01/19/2005
3. THIS PROPERTY IS ZONED: B2 (BUSINESS)
4. TOTAL ACREAGE= 3.46 Ac.t 2.13 Ac.t DISTURBED
5. tlEW SIGN TO BE PLACED A MIN. OF 10' FROM ALL
PROPERTY LINES (29 FROM ALL R/W LINES AND
A MAX. HEIGHT OF 25).
6. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL
UNDERGROUND UTILITIES WITH THE COUNTY OF
ROBESON AND CITY OF LUMBERTON UTILITY DEPTS.
EEFORE ANY CONSTRUCTION BEGINS.
7. EXTERIOR LIGHTING SHALL BE NON-POLLUTING TO
ADJACENT PROPERTY OWNERS.
8, EXTERIOR LIGHTING, WATTAGE AND POLE HEIGHT SHALL
EE PROVIDED TO THE CITY OF LUMBERTON FOR THEIR
APPROVAL BY THE OWNER AND/OR SUPPLIER.
9. 1 WOODEN FENCE W/ GATE SHALL BE CONSTRUCTED
i,ROUND A 20' x 15' CONCRETE DUMPSTER AREA
AS SHOWN ON PLAN. (DRY GOODS ONLY)
10. VEHICLE ACCOMODATION AREA= 93,730.0 Sq. Ft.
27 TREES REQUIRED (0 SHOWN)
11. PARKING REQUIREMENTS
REGULAR PARKING SPACES(22)= 9.0' x 19.0'
HANDICAP PARKING SPACES(2)= 10.0' x 19.0' w/ 10.0' PAINTED
'SLAND BETWEEN THE TWO AS SHOWN
TOTAL PARKING SPACES= 24
TOTAL PARKING SPACES REQUIRED= 22
12. TAX PARCEL NOS.= 32-30-1-19 & PORTION OF 32-30-1-18
OWNER: OLIVER REALTY COMPANY
1811 EAST FIFTH STREET
LUMBERTON, N.C., 28358
TELE. No. [phone]
Preliminary - Do not use for ConsWction
Progress Drawings - Do not use for construction
Preliminary Plat - Not for recordation, conveyances, or sales
Final Drawing - Not released for construction
Final Drawing - For Review Purposes Only
Final Drawing - Released For Construction
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NOTE:
MUDHOG PUMPS SHALL BE
PROVIDED WHEN NEEDED
CONSULT/NQ
ELEV. = 125.00' TO PUMP POND DOWN. ENQ/NEERS
—� LL➢ — ELEV. = 125.00 EMERGENCY SPILLWAY
3
1 TRASH RACK 3 ELE _ 12 . 0' 3
SEDIMENT FOREBAY
2 _ SPILLWAY CREST=123.60'
�. 1.25" PVC DRAIN 1
ELEV. = 123.50' 10 PIPE @ 45'
ELEV. = 122.38' @ FOREBAY ——-11'12 ELEV. = 122.38'
2 PERMANENT POOL WSE=122.88'
_ PERMANENT POOL (4.3' AVG. DEPTH) —
I 1 INV. OUT = 122.9
TOP SEDIMENT CLEANOUT = 117.38'
(l ELEV. = 118,50' I PROPOSED 48" DIA. CMP GEOTEXTILE PROPosED 50 LF -15° cMP @ o.4o°i°
_ BOTTOM OF POND ELEV. = 116.38'
OVERFLOW CURTAIN @
30' O.C. COMPACTED SOIL BASE
Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction conference at least one week prior to starting construction.
3. Install construction entrance, sediment fence, sediment basin and all other temporary control
measures as shown on the plans.
4. Construct convenience store, parking lot and storm drainage with permanent control measures.
5. Complete seeding and mulching of the disturbed area
6. Remove all temporary erosion control measures.
7. Convert sediment basin to wet pond. Basin shall be cleaned out to specified depths and
dimensions.
Reseed any areas disturbed by removing erosion control measures
12" x T DIA. CONCRETE
ANTI -FLOTATION DEVIC
Wet Detention Basin Detail
NO SCALE
Surface Areas (Square Feet)
Top Elevation
Area
Forebay
Pond
Forebay
Pond
Total Area
Sediment Storage
119.5
117.38
1603
4800
6403
Permanent Pool
122.88
122.88
2880
10500
13380
Temporary Pool
123.5
123.5
3154
12800
15954
Volume (Cubic Feet)
Top Elevation
Area
Total
Accumulated
Forebay
Pond
Forebay
Pond
Sediment Storage
119.5
117,38
1446
4484
5930
5930
Permanent Pool
122.88
122.88
7471
37298
44769
50699
Temporary Pool
123.5
123.5
1869
7211
9080
59779
NOTE:
BASIN SHALL BE USED AS A TEMPORARY
m SEDIMENT BASIN DURING CONSTRUCTION.
BASIN SHALL BE CLEANED OUT PRIOR TO
PLACING IN SERVICE AS WET POND.
TOP OF EMBANKMENT
15'
CLASS "B" RIPRAP
12" THICK
Emergency Spillway Section
NO SCALE
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BOTTOM OF VEGETATED SHELF ELEV.=122.38' 140.0'
O
TOP OF VEGETATED SHELF ELEV.=123.519 160.0' Geotextile Curtain Detail
o
NO SCALE
FILTER FABRIC SHkLL BE A NON -WOVEN GEOTEXTILE WITH PROPERTIES
•
LJ W
EQUAL TO AMOCC4651 OR MIRAFI 140N. GEOTEXTILE CURTAIN SHALL BE
Wet Detention Basin Dimension SECURELY FASTEJED TO PIPE WITH STAINLESS STEEL STRAPS AND
LLU
t1
1 -zo HARDWARE. CUR741N MAY BE CUT ON TOP SIDE OF PIPE ONLY TO ALLOW
F
CURTAIN TO BE VVRAPPED AROUND PIPE.
9 LZ5
Landscape Plan
r
Wet detention basins shall incorporate several (minimum of three (3)) diverse species
o0
of shallow water emergent and shallow land herbaceous vegetation on the vegetated
N
shelf. A minimum of 50 plants per 200 sf of shelf area shall be planted. The plants shall Prelimina-Donotuseforconstruction
be selected from the list of appropriate plant species for the vegetated shelf contained in Progress Drawings - Do not use for construction
SHEET NO.
Chapter 9 of the NCDENR Stormwoter BMP Manual. Preliminary Viet- Not for recordation, conveyances, or sales
Final Drawing - Not released for construction
On the tops of berms and on the exterior slopes of containment berms, maintain turf Final Drawing-ForRevlewPurposes only
grass in access areas; Centipede grass is recommended. FInalDrawng-Reease For Construction
OF

WIDEN ASPHALT 6.0' ON BOTH SIDES OF S.R. 1339
DEEP BRANCH ROAD TO CREATE A 36.0' ASPHALT
ROAD TO BE STRIPED AS SHOWN. EXISTING DITCH
ON THE EAST SIDE OF S.R. 1339 TO BE MUCKED &
FILLED AND A NEW DITCH CREATED ALONG THE
EAST PROPERTY LINE (R-O-W)
EXISTING DRAINAGE PIPE TO BE EXTENDED TO
NEW DITCH ALONG EASTERN RNV LINE OF S.R.
1339 TOTAL PIPE= 64.0 L.F.
\
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Mr,N NEW BENCHMARK
TOP OF ARROW 142.52
15i59
,Ng7°22'SG sIcHrDISTANCE
19
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O'CANOPY48.0' 160\\ 4yy \
12.Y r—a 5.000 FARM-Z-Z�..
12.V FUEL PUMPS 3.0D0 RW ACG
C� UP
27.0' �\\\` �\ \\\�+, \\ \ •\\ \\
27.0' ..\
-` _qyr. 0: 27.0' 20.OW GAL
27.0 IUp - _ 16.OW s 4.000 >
CGS 4 CONCRETE--132--_
I6PA�SG I I I 3.46Ac.+ •\\ �,�O�sf\'\\\ \\\\\\
/ INV. OUT-11953'
45 LF-30"RCP 00058%
SETBACK REQUIREMENTS
ZONE 62
FRONT/ RIGHT OF WAY UNE= 20.0'
SIDE AND REAR LOT LINE= 10.0
GRAPHIC SCALE
( IN FEET )
t inch = 40 it.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
\\ \ \\\\\\\
\
\
GENERAL NOTES
1 NEW TREES (SHOWN) SHALL HAVE A MIN. TRUNK DIA. OF
2 1/2" AT DBH. AND A MIN. HEIGHT OF 8'. RED OAK OR
EQUAL.
2 THIS PROPERTY IS NOT IN THE 100 YEAR FLOOD ZONE
ACCORDING TO FEMA MAP No. 3710937100J, DATED 01/19/2005
3 THIS PROPERTY IS ZONED: B2 (BUSINESS)
4 TOTAL ACREAGE= 3.46 Ac.t 2.13 ACA DISTURBED
5 NEW SIGN TO BE PLACED A MIN. OF 10' FROM ALL
PROPERTY LINES (20' FROM ALL RNV LINES AND
A MAX. HEIGHT OF 25').
6 CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL
UNDERGROUND UTILITIES WITH THE COUNTY OF
ROBESON AND CITY OF LUMBERTON UTILITY DEPTS.
BEFORE ANY CONSTRUCTION BEGINS.
7 EXTERIOR LIGHTING SHALL BE NON-POLLUTING TO
ADJACENT PROPERTY OWNERS.
8 EXTERIOR LIGHTING, WATTAGE AND POLE HEIGHT SHALL
BE PROVIDED TO THE CITY OF LUMBERTON FOR THEIR
APPROVAL BY THE OWNER AND/OR SUPPLIER.
9 A WOODEN FENCE w/ GATE SHALL BE CONSTRUCTED
AROUND A 20' x 15' CONCRETE DUMPSTER AREA
AS SHOWN ON PLAN. (DRY GOODS ONLY
10 VEHICLE ACCOMODATION AREA= 93,7302 Sq. Ft.
27 TREES REQUIRED (0 SHOWN)
11 PARKING REQUIREMENTS
REGULAR PARKING SPACES(22)= 9.0' x 19.0'
HANDICAP PARKING SPACES(2)= 10.0' x 19.0' w/ 10.0' PAINTED
ISLAND BETWEEN THE TWO AS SHOWN
TOTAL PARKING SPACES= 24
TOTAL PARKING SPACES REQUIRED= 22
12 TAX PARCEL NOS.= 32-30-1-19 & PORTION OF 32-30-1-18
OWNER: OLIVER REALTY COMPANY
1811 EAST FIFTH STREET
LUMBERTON, N.C., 28358
TELE. No. [phone]
Preliminary - Do not use for constructionProgress
Drawings - Do not use for construction
relimins Pat- of for recordation, conveyances, or safes
Final Drawing - Not released or construction
Final Drawing - For Review Purposes Only
Fine Dra ng - Released For Construction
3
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SHEET NO.
1
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x 90.8g
N.C. HIGHWAY 711
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VICINTY MAP
NOT TO SCALE
NOTE: EXISTING BASIN TO BE CLEANED OUT &
rl /�4 REGRADED TO PROPOSED GRADES
40
TITLE REFERENCE: D. Bk. 17•Z ,Pg, 278
GRAPHIC SCALE
( IN FEET )
1 inch a 40 ft.
THIS MAP IS NOT PREPARED UNDER G.S. 47-30
AND IS NOT FOR RECORDING OR CONVEYANCE.
.._,.4..-,/..--100..._.._.._1._
2.0' MIN, 2.0' MIN.
LENGTH- 195.0' LENGTH- 75.9
SLOPE- 0.41% z SLOPE- 0.41% z
1I 1 g I� 2 i
2 2 ---- 2 0
EXISTING
DITCH No. 1 - SECTION A
NOT TO SCALE
2�LENGTH- 70.0'
SLOPE- 0.41% z
i L- 2
TEMP. LINER__
3.0'
EXISTING
DITCH No. 1 - SECTION B
NOT TO SCALE
4.0'
USE TEMP. LINER
EMERGENCY SPILLWAY
SUN -DO N.C. HIGHWAY 711 W
OWNER: LAWRENCE H, OLIVER
,go (OLIVER OIL COMPANY)
1811 EAST FIFTH STREET
LUMBERTON, N.C, 28358
[phone]
3 0'
EXISTING
DITCH No. 1 - SECTION C
NOT TO SCALE
SLOPE- 1.61°/4 9
LINER
1.0'
EXISTING DITCH No. 2
NOT TO SCALE
�1
S= 0.35% 2
USE TEMP. LINER
MIN. LENGTH= 30.0'
FILTER STRIP
p,4,4�S�s.
Sati►ay b!%v�r �¢.o��j
S �✓���oGo 2
coo 0
SAM R. NOBLE, Jr., P.E,
401 OXFORD ROAD
LUMBERTON, NO, 28358
[phone]
DENR-FRO
SEP 17 2007
DWO
FINAL DRAWINGS
FOR REVIEW ONLY
STORMWATER MANAGEMENT PLAN
FOR
SONNY OLIVER REALTY
RAFT SWAMP TOWNSHIP ROBESON COUNTY, N.C.
JOHNNY W. NOBLES AND ASSOCIATES
PROFESSIONAL LAND SURVEYORS
P.O. Box 407 416 CHESTNUT STREET
LUMBERTON, NORTH CAROLINA, 28359
DATE: AUG., 2006 SCALE: 1"= 40'
DRAWN BY: B.M, CHECKED BY: J.W,N,
REVISED: SEPTEMBE:R 14, 2007
SHEET 1 OF 2

TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE(LBIACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE,
SEEDING DATES
MOUNTAINS - ABOVE 2,500 FT.: FEB. 15 - MAY 15
BELOW 2,500 FT.: FES, 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 -APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,DDO
IBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ ACRE
10.10-10 FERTILIZER.
MULCH
APPLY 4,000 IBIACRE STRAW, ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEAR LY STRAIGHT CAN BE USED AS A
MULCHING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLYAOEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE,
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE SPRING -SUMMER
SEEDING MIXTURE
SPECIES RATE(LBIACRE)
GERMAN MILLET 40
KOBO LESPEDEZA 10
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 L&ACRE.
SEEDING DATES
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT -MAY 1 - AUG. 1
COASTAL PLAIN - APR. I5-AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000
IBIACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ ACRE
10-10-10 FERTILIZER.
MULCH
APPLY 4,000 IS/ ACRE STRAW. ANCHOR STRAW SY TACKING
WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCHING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH 13 NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
SPECIES RATE(LB'ACRE)
RYE (GRAIN) 120
SEEDING DATES
MOUNTAINS -AUG. 15 -DEC, 15
PIEDMONT - AUG. 15 - DEC. 30
COASTAL PLAIN - AUG.IS - DEC. 30
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB'
ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LBIACRE
10.10.10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING
WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCHING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREA IMMEDIATELY.
TOPDRESS WITH 50 LS/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND
JUNE 15, OVERSEED WITH 50 LB/ACRE LESPEDEZA IN
LATEFEBRUARY OR EARLY MARCH.
PERMANENT SEEDING SCHEDULE
FOR WELL -TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION;
LOW MAINTENANCE
SEEDING MIXTURE
SPECIES RATE (LB/ ACRE)
TALL FESCUE e0
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED.
2, ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30
LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
KOBE TO 40 LB/ACRE.
NURSE PUNTS
BETWEEN APRIL 15 AND AUG. 15. ADD 10 LS / ACRE GERMAN MILLET OR
15 LB/ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUGAS,ADD
25 LBIACRE RYE (GRAIN).
PURPOSE
TEMPORARY SEEDING CONTROLS RUNOFF AND EROSION UNTIL PE4MARENT
VEGETATION OR O1HER EROSION CONTROL MEASURES CAN BE ESTABUSHED.
IN ADDITION, IT PROVIDES RES DUE FOR SOIL PROTECTION AND SEEDBED
PREPARATION AND REDUCES PROBLEMS OF MUD AND DUST PRODUCTION FROM
BARE SOIL SURFACES DURING CONSrRUC1QN
SPEDWICATIONS
COMPLETE GRADING BEFORE PREPARINO SEEDBEDS AND INSTALL ALL NECESSARY
EROSION CONTROI PRACTICES SUCH AS DIKES WATERWAYS AND BASINS MINIMIZE
STEEP SLOPES SEC AUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND
INCREASE THE EROS ON HAZARD. IF SOILS FECOME COMPACTED WRING GRADING,
LOOSEN THEM TO A DEPTH OF 4 - $ INCHES USING A RIPPER, HARROW OR CHISEL
PLOW
SEEDBED PREPARATION
GOOD SEEDBED PREPARATION IS ESSENT AL TO SUCCESSFUL RANT ESTABLISHMENT.
A GOOD SEEDBED IS',AELL-PULVERIZED, LOOSE AND UNIFORM WHERE
HYDROSEEDING MET GODS ARE USED. THE SURFACE MAY BE LEFT W TH A MORE
IRREGULAR SURFACE OF LARGE CLODS AND STONES
LIMING - APPLY LIME ACCOR01NO TO SOIL TEST RECOMMENDATIONS. IF THE PH
(ACIDITY) OF THE SOIL IS NOT KNOWN, AND APPLICATKMI OF GROUND AGRICULTURAL
LIMESTONE AT THE RATE OF 1 TO 10 TONS ACRE ON COARSE -TEXTURED SOILS AND 2.3
TONSIACRE ON FINTr EXTURED SOILS IS USUALLY SUFFICIENT APPLY LIMESTONE
UNIFORMLY AND INCORPORAT E INTO THE TOP 4. E INCHES OF SOIL SOILS VATH A PH
OF a OR HID HER NEED NOT BE LIMED,
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT
POSSIBLE, APPLY A 10.10.10 OFADE FERTILIZER AT 700.1,00 N/ACRE BOTH
FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4.0 NCHES OF SOIL
IF A HYDRAULIC SEEDER IS USED. DO NOT MIX SEED AND FERTILIZFA MORE THAN 30
MINUTES 3EFORE APPLICATION
SURFACE ROUGHENING . IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE
SURFACE, ADDITIONAL ROUGHENING MAY NO BE REQUIRED EXCEPT TO BREAK UP URGE
CLODS, IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN
IN JUST PRIOR TO SEEDING BY DISIONG, RAKING. HARROWING, OR OTHER SUITABLE
METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 31 ON THE CONTOUR BEFORE
SEEDING
SEEDING
EVENLY APPLY SEED USING A CYCLONE SEEDER ISROADCAST), DRILL CULTPACKER
SEEDER. OR HYDROSEEDER BROADCAST SEEDING AND HVDROSEEDING ARE
APPROPRIATE FOR STEEP SLOPES WHERE EOUIPMENT CANNOT BE DRIVEN. HAND
BROADCASTING IS NOT RECOMMENDED BECAUSE OF TI-E DIFFICULTY IN ACHIEVING A
UNIFORMDISTRIBUTION. SMALL GRAINS SHOULD BE RANTED NO"ETHANI INCH
DEEP, AND GRASSED AND LEGUMES NO MORE THAN 1.2 NCH. BROADCAST SEED MUST
BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WTN A
ROLLER OR CULTIPACKER, HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER
(CELLULOSE) MULCH
LFTK
THE USE OF AN APPROPRIATE MULCH WALL HELP ENSLRE ESTABLISHMENT UNDER
NORMAL CONDITIONS AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH STE
CONDITIONS. HARSH SITE CONDITIONS IN0.LDE SEEDING W FALL FOR WINTER COVE
(WOOD FIBER MULC HES ARE NOT CONSIDERED ADEOUA-E FOR THIS USE),
SLOPES STEEPER T HAN 3'. 1, EXCESSIVELY HOT OR DRY WEATHER, ADVERSE SOILS,
(SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND AREAS RECEIMNG CONCEN-RATED
FLOW. IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN
CHANNELS, ANCHOR MULCH VAIN NETTING
MAINTENANCE
RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE_
EROSION OCCURS, AS SOON AS POSSIBLE DO NOT MOW PROTECT FROM TRAFFIC AS
MUCH AS POSSIBLE
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 -OCT. 31
SOIL AMENDMENTS
APPLY 3,000. 5,000 LBI ACRE GROUND AGRICULTURAL LIMESTONE (USE
THE LOWER RATE ON SANDY SOILS) AND 1,000 LBIACRE 10.10-10 FERTILIZER
MULCH
APPLY 4,000 L&ACRE GRAIN STRAW MULCH, ANCHOR STRAW BY TACKING
WITH ASPHALT OR NETTING,
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILRE IN THE SECOND
YEAR, TOPDRESS WITH 500 LBIACRE 10.1040 FERTILIZER. MOW AS NEEDED
WHEN SERICEA IS OMITTED FROM THE MIXTURE, RESEED, FERTILIZE, AND
MULCH DAMAGED AREAS IMMEDIATELY.
ALL DISTURBED AREAS AND PART ICULAPLY EXPOSED SLOPES, WILL, WITHIN
21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PERMANENT GROUND COVER TO RESTRAIN EROSION FOR ALL DISTURBED AREAS
MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 60
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
WHICHEVER PERIOD IS SHORTER, EXCEPT AS PROVIDED IN 15A NCAC 48.0124(e)
(PER GENERAL STATUTE 113A-57 PARAGRAPH (2) a (3)).
TRASH RACK
ANCHOR NETTING IN
A 6" TF
7' DIA. PRECAST TRASH
v SPILLWAY CREST 85.5'
INSTALL 2-0.5" DIG. HOL
7' DIA. PRECAST TRASH RACK
2 / 60" RCP CONC. RISER
�1 PERMANENT POOL (3.0' AVG. DEPTH)
* S:" ",&XA,P/Ak7� ,r�J
lira �k p+ 9�z�/e7 w%7�%1
BOTTOM OF POND ELEV. - 82.0'
60" RCP CONC. RISER
NOTCH RISER TO ACCEPT WEB
MANHOLE RING & COVER
INVERTED 7' DIA. PRECAST
CONC. MH BASE SECTION
CONC. WEB CAST INTO
BASE SECTION
IO & COVER
INVERTED 7' DIA. PRECAST
CONIC. MH BASE SECTION
ONC. WEB CAST INTO
ASE SECTION
ER TO ACCEPT WEB
JONC. RISER
IN CHANNELS, ROLL OUT STRIPS OF
NETTING PARALLEL TO THE DIRECTION
OF FLOW AND OVER THE PROTECTIVE
18" 0'
INSTALLATION OF NETTING AND MATTING:
INSTALL TEMPORARY SEDIMENT FILTER OF WASHED STONE TO A
HEIGHT OF 2' OVER THE POND DRAIN. WRAP POND DRAIN WITH
WITH WOVEN FILTER FABRIC AND OPEN VALVE TO DEWATER BASIN,
REPLACE STONE FILTER AS NEEDED TO ENSURE PROPER FILTERING.
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
WET DETENTION BASIN DETAIL
NOT TO SCALE
TOP OF EMBANKMENT
WIDTH. 5.0' MINIMUM
MARSH PLANTS
SEDIMENT
FORE BAY
INLET
-�-
60" Dia.
RISER
.....' ..........' .�.r.���
10.0' WIDE VEGETATED SHELF
PLANTED w/ MARSH PLANTS -
JOIN STRIPS BY ANCHORING
AND OVERLAPPING.
1. Matting features a straw fiber matrix sewn between two photo —
degradable nets. Netting is an open weave to which a straw mulch has to
be added by the contractor,
2. Apply lime, fertilizer and seed before laying the net or mat. If
open—weove netting is used, lime may be incorporated before installing the net and
fertilizer and seed sprayed on afterward.
3. Start laying the net from the top of the channel or slope and unroll it
down the grade. Allow netting to lay loosely on the sotl but without wrinkles --do
not stretch.
4. To secure the net, bury the upelope end in a slot or trench no less than
6 inches deep, cover with soil, and tamp firmly as shown in detail below. Staple
the net every 12 Inches across the top end and every 3 ft. around the edges and
bottom. Where 2 strips of net are laid side by side, the adjacent edges should be
overlapped 3 inches and stapled together. Each strip of netting should also be
stapled down the center, every 3 ft. Do not stretch the net when applying sta—
ples.
5. To join two strips, cut a trench to anchor the and of the new net.
Overlap the end of the previous roll 18 Inches as shown in detail below, and
staple every 12 inches just below the anchor slot.
MAINTENANCE:
Inspect all mulches periodically, and after rainstorms to check for rill
erosion, dislocation, or failure. Where erosion is observed, apply additional
mulch. If washout occurs, repair the slope grode, reseed, and reinstall mulch.
Continue inspections until vegetation is firmly established.
LINER DETAIL
EMERGENCY
SPILLWAY
BASIN ELEMENTS
TOP OF EMBANKMENT ELEV. - 87.5'
1
EMRS. SPILLWAY ELEV, 6 86,0'
v A
10'
COMPACTED FILL
'�'-36" RCP INBEDED IN ANTI -FLOTATION DEVICE 6"
i' X 7' DIA. CONC. ANTI -FLOTATION DEVICE
8" PVC POND DRAIN W/BALL. VALVE
SEED & MULCH EMBANKMENT
EMERGENCY SPILLWAY
1
30" RCP OUTLET BARREL
GEOTEXTILE CURTAIN
AT 30' OC
COMPACTED SOIL BASE
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8" LOOSE LIFTS. COMPACT TO AT LEAST 95X OF
THE STANDARD PROCTOR DENSITY.
EMBANKMENT SECTION
TOP OF EMBANKMENT
15'
5 -'
EMERGENCY SPILLWAY SECTION
!!J
FILTER FABRIC SHALL BE A NON -WOVEN GEOTEXTILE WITH
PROPERTIES EQUAL TO AMOCO 4551 OR MIRAFI 14.0N. GETEXTILE
CURTAIN SHALL BE SECURELY FASTENED TO PIPE WITH STAINLESS
STILL STRAPS AND HARDWARE. CURTAIN SHALL NOTED OTHERWISE
CURTAIN MAY BE CUT ON TOP SIDE OF POPE ONLY TO ALLOW
CURTAIN TO BE WRAPPED AROUND PIPE.
GEOTEXTILE CURTAIN
DENR-FRO
SEP 17 2007
DWQ
FINAL DRAWINGS
FOR REVIEW ONLY
SAM R. NOBLE, Jr., P.E.
401 OXFORD ROAD
LUMBERTON, NC, 28358
[phone]
WET DETENTION BASIN
NOTES AND DETAILS
lKil
SONNY OLIVER REALTY
RAFT SWAMP TOWNSHIP ROBESON COUNTY, N.C.
JOHNNY W. NOBLES AND ASSOCIATES
PROFESSIONAL LAND SURVEYORS
P.O. Box 407 416 CHESTNUT STREET
LUMBERTON, NORTH CAROLINA, 28359
DATE: AUG., 2006 SCALE: 1"=40'
DRAWN BY: B.M. CHECKED BY: J.W.N.
REVISED: SEPTEMBER 14, 2007
,. I .; .. -.. -: . � ;.. ,. yr. .• I• 11, I I� ., �.
SHEET 2 OF 2