SW7070229_APPROVED PLANS_20070724

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

Lt..
R" CONC
Q�ewN••��/A� CUM
�-1 IN( Il III Imp
STA VIN�rl1,t'. CUM AV. CXf E
NI`.
1�
ro
IN ri
Kj
d d
a
a a
v
Q
t W
W
W w
W
0 w
O <
w
o
a
I - a
inI
m
m
a
I
,n
4 1
(1. t 4 4
1_A GRAOL
r' 1'I Rf ORAII
I�
-- f-
UNI11 RIIHAIN
UN0T RDRAIN
'. RII` a N0It S ANP KI PI A I
���
� IM•
IL1M tiANP MIA I'IANT HASIN
IT,'TTOM WI'II NAILRAIII
SOUMa4SN
1['C:1RIN1 FRAtiti. SHRUHS AN1
I kl1G '
M�
3H.1ll MAX
O�
DEPTH
_- vARIES
Sl.'
2.5 '
I-_y
S' MIN
TYPICAL VECETATNE FL 7ER
NTS ni v v
z
z >
> z z
Q
o w
< w
w oN
w
o
< m
�o
o
o
w r7
r w
a
0
w 0
m
0 w a
m 0 o
0
0
6'.1 TO
l6:1
6: 1
TO
EX. GRADE
II. II.,. 6:1 EX. GRADE
�
6" PERFORATED
YJ 1
UNDERDRAIN
7,2'
VARIES 7.2
STRIP 24 INCHES AND REPLACE
O/yF7t.�u����
AofLc
Tz34Tm L'�iA +w SL:CT110N
LOAM/SAND MIX. PLANT BASIN
BOTTOM WITH NATURALLY
NORTH BASIN
OCCURING GRASS, SHRUBS AND
NTS
TREES.
z
0
z
wmz
wa
�mz
0
m
/ 6
44. 5' TOP OF BASIN 44.7' y1
a3 5, 1.0' STORAGE 11
w
T P OF BASIN
0
-FLOW 6
�. FLOW"
t�
ty
o
� `
`10.0'
+
3.0'
26.0'
PLAN VIEW
EROSION BLANKET
STAPLED IN PLACE
SECTION VIEW
LEVEL SPREADER
NORTH BASH
NTS
t 0'
T
Mqk VARIES �
SWALE SECWN
NTS
OPT
' S0'
2"-3" COURSE
6" MIN AGGREGATE
CONSTRUCTION ENTRANCE DETALL
NTS
CONSTR_�TION ENTRANCE NOTES
1, WASH_D STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 50'L X 20'W X 6"D AT A MINIMUM.
2. TURN vG RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTR-NCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAX MUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4, MUST BE MAINTAINED IN A CONDITION WHICH WILL
PRE`.=NT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE r,ECESSARY.
5. APPL'I;ABLE AT ALL POINTS OF INGRESS & EGRESS
UNTI, SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVI'.E AND TIMELY MAINTENANCE MUST BE PROVIDED.
tA
BEFORE YOU DIG 1
CALL TOLL FREE
1-800-632-4949
ORTH CAROLINA
ONE CALL
SUENOTES
1. OWNER
COMMERCIAL READY MIX PRODUCTS, INC.
P.O. BOX 189
WINTON, NC 27986
252-358-5461
2. PROPERTY BEING DEVELOPED DESCRIBED AS LOT 1 OF
HERTFORD COUNTY INDUSTRIAL PARK AND BEING RECORDED
IN M.B. 12, PG. 35 OF THE HERTFORD COUNTY REGISTER OF DEEDS.
3. HERTFORD COUNTY PIN# - 6906-38-7734
4. DEVELOPER INTENDS TO CONSTRUCT A MULTIPLE BUILDINGS
WHICH WILL BE USED IN CONJUNCTION WITH A CONCRETE
CONTRACTING BUSINESS FOR TRUCK MAINTENANCE. THIS
FACILITY WILL NOT BE USED AS A CONCRETE PRODUCTION PLANT.
5. ELEVATIONS SHOWN HEREON ARE NGVD29.
6. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. LOT AREA: 349,103 SF (8.01 ACRES)
9. THERE ARE NO DELINEATED WETLANDS ON THIS PROPERTY.
10. AREA OF DISTURBANCE: 349,103 SF (8.0 AC)
(PREVIOUSLY DISTURBED. EXISTING E&S PERMIT ON FILE)
)1175
e 44-tl
,.�
T
a
i r Gi
O
0
•�
I 12111118
9
r a
J
1401 \\
,b 1203
,��
1(f 1451 '
1175
s
l
1400
1402 ,I
e
I
1
-
yk
'
Oak
vMo
�
451,
_ I
7
b e
\'•
I174 {','
1464
cOFIELo i. .
a
�
POP.
VICMTY MAP
N.T.S
oownwTm PLANT WNOTES
j--- -- - 1. DO NOT INSTALL TREES WITHIN 5' OF INLET PORTION
MINIML V BENS'"' OF BASIN.
TYPE (PER 1SF) SPACING
- 2. PRIOR TO PLANTING, SOIL SHALL BE TESTED TO ✓ERIFY
THE FOLLOWING PARAMETERS:
TREES SHADE BRUSH PH 5.5 - 6.5)
RIVER BIRCH ' " TC ,., g, POTASSIUM (1 00 LBS/ACRE MIN.)
BALO CYPRESS
SWEET BAY MAGNOLIA MAGNESIUM ( LBS/ACRE MIN
PHOSPHORUS 100 LBS/ACRE MIN.)
SHRUBS SWEET PEPPERBRUSH SOLUBLE SALTS (500 RPM)
I INK BERRY ' -- ? TO 12' ORGANIC MATTER (1.57 - 3.0%)
WINTER BERRY
t DISCO RED 3. APPLY FERTILIZER PER NURSERY REQUIREMENTS.
Sq - BRILLIANTISSIMA
\ .?6 SOUTH - ORETENTION BASIN NORHTERN WILD RAISIN 4. MAINTENANCE SHALL INCLUDE THE FOLLOWING:
TOP BAD N = 43.80' GROUND COVER TUFTED HARGRASS A) MONTHLY INSPECTIONS FOR EROSION.
6' PI-REERA\ BOTTOM = 42.30' SWITCH GRASS AS NI ED PER NURSERY B) EVERY SIX MOTNS INSPECT PLANT HEALTH, AND
JN0F`DRAIH� STORAGE ELEV. = 43.30' NOW OR FORMERLY STELLA D'ORA RECOMMENDATIONS MULCH VOIDS.
COMMERCIAL READY MIX JAPANESE IRIS
PRORYT5, INC. LITTLE HENRY C) YEARLY INSPECTIONS/REPLACEMENT OF SUPPORTS
30 '✓EGETATIVE FILTER PC. I, SL. 114E -- --- AND MULCHING.
MA -CH EX. DITCH)
LOT 3 �� LE.=L SPREADER
_tIRTFORD (� "� x
\ \
INDInrRIAL PARK �� I g \ �_ � - ,, 30 VEGETATIVE FILTER
MB 12, P6 % jcp ONDERIDIRMNN (MATCH EX. DITCH)
N
IN
70 E
SEE BASIN SECTION 41
7 6$7 5
43_ 10 GE (THIS SHEET) 0,
CLASS 'A" CLASS "A" 4`� \
RIP RAP RIP RAP \
1 43.50 x `
44.50 TC 46.86 4-4.50 4 .30
44.00 46.64 3ada5 .80 4527
.77 46.2 x. VEGETATIVE
FILTER
30' VEGETATIVE
46.36 44.00 4 45.71 ^.. (MATCH E CH) 1 I
F- 50' X 60 \
N SAND
BLASTING ak ar ^c Nq
o BUILDING 9•4)
F.F.E.= K K- c., \ 14 E,
46.64 34.4' v < <
3 i z 45.81 TIC IRON ROD FOUND
rnI' 46.49 .31 44.30 \ .aa1; CALCULATED POINT
n o o y
O .r - EXISTING DITCH/SWALE/POND
'PROP. SWALE _
z ! z m (gom f-�-_ /I' _ EXISTING DITC.� L_. EXISTING PAVEMENT
V
f TO BE INCORP '.a5 D
46.2E - 192 44.70 INTO NEW BAS'. \ SF J SILT FENCE '
N a ISOd 47 4 47.70 TIC \
47.20
w `" 4 .9 46. 5 �\ 4'7 44 4 \
w PROPOSEDLn
\
3 SSMH 45.50 TC \
a 24' X 48' 90.3 EISTINB CONYRETE RIM= 46.64' 45.00 44.00 \
4 FUEL ISLAND p 15UILPIN6 PAD `�:, INV.= 42.80'
4744 10 C.F. \ \
_ 0 CUSS "A"
M � '
LOT 2 127.5' RIP RAP \
rIFRTFORD CCIANTY 47.16 47. 1 1r. s� \
INDUSTRIAL PARK I I I _ 47 76 n
G1 \
M 6, 12, P6 '�5 ". o
46.32 47.44 4 :44 47.44w 'r' 45.79 T�' �� I I y
' 45.29 .. wl NOW OR FORMEJRL.Y
)' 1 N HERTI'L GOl"NTY
j Db. '�90, P& 513
`a NORTH B _ -ENTION BASIN ?
I; m NEW MCATION s, x
TOP BAS 44.70'
XII 4 to FOR CONJSTRUCTIPN BOTTOM 50' JUL 2 4 2007
\� ENTRANCE � I I I STORAGE -J_:... = 44.50'
47.40 TIC 48.15 TC 46.8 TC C 47.14 TC 46.98 T46.5
4 .65 v.All 14694 6.48y„� AL 46.0 v
I� 47.23 TC � 45.Oo m
PROPOSED SILT FENCE 46.73 47.02 TC 1
4� 5� _ gsF I g a
$FSF - - F _ _ SF -SF 5-TC - SF - '9F - - - - - - - - - - o
2 `2172 ss ss s6 8'00'02"W 721. �^7:Q6 = _ 71
71
MA XI - .. ,
-
/11DUSTRIAL PARK DF VE - SR L2A8 MATCH EXISTING
_.._ (60' PUBLIC-R/W).-
-�� - FeAN - - - - - - - - SAN. SEVvER - - - - - - EXISTING - SAN. EWER -
A RIM 4559 RIM 46.5'9 CONSTRUCTION RIM A551 "
�0, n� �INV 362Z INV 97.96 ENTRANCE INN. '�906 °'w ��
(TO BE REMOVED) APPROVED
NORTH AGEMENTCOMMCOMMIOLINA SSION
MA
DIVISION OF WATER QUALITY I
Date %v 26 20 07
Stormwater PermR No. SW 70 7d 220
GRAPHIC SCALE
60 0 30 60 120 240
(IN FEET)
1 INCH = 60 FT.
c
N
c
Lu
v m�a
m $ m 5 C 25
m T
A? f= W
z Cl!m fag€
^tgca b.
o$�_
M `4 = � !m: Cam: ✓1) •y �'
r
C� p
9
V)
Z
O
D
IY
Z
J
d'
cr.
LL
� Z
Z 0�
�pC C�
CL
CLP Z
O
Z % C/) U
Z�F-
w
(� x
v
Z QQ
L Qc _
1n
W "j
Q�cc H_
> W 3
>� Wcr
=
0
U)OOo
Lj J z
3
co
0
0
0 0
_
\
n
1,0 \ \ a\ m
\ p
N 3 a w
W W
Z w
Y
w m
In C, O 0 4
SCALE:
SHEET:
OF
1
' r.�

6:1 TO
EX. GRAI
5" 1" 2' 0"
5 7/8"
1 1/2"1
6"
12" L
R2" 77 D
�X n i
\///�//\/ 3000 PSI \i\//
CONCRETE
•••
STAADAPV C A V
NTS
M
a
J
w
w
O
O
N
4:1 4:1
6" PERFORATE
UNDERDRAIN
..
4:1 4:
6" PERFORATED
I I UNDERDRAIN
STRIP 24 INCHES AND REPLACE �V B.A a r
LOAM/SAND MIX. PLANT BASIN
BOTTOM WITH NATURALLY SOU7HEAW
OCCURING GRASS, SHRUBS AND NTS
TREES.
2H:1 V MAX.
DEPTH
,l ,_I, VARIES
5' MIN. 2.5'
8" CONC.
v
v
Lq
NTS M
a
v
z
z
>
zo
z
J
w
J
w
N
m
m
o
o
o
o
d
0
w
0
o
m
O
m
w
O
a
0
0
0
6:1 TO
l6.1
I 1
6:1 TO
EX. GRADE
lij
I,If �' 1 h'
8_1
EX. GRADE
6" PERFORATED
UNDERDRAIN
7.2'
VARIES
7.2'
BANV
.�• �
STRIP 24 INCHES AND REPLACE
LOAM/SAND MIX. PLANT BASIN
BOTTOM WITH NATURALLY
A 10FT I BANV
OCCURING GRASS, SHRUBS AND
NTS
TREES.
z
O
Z Z
N
0
m
0
m
44.5' TOP OF
43.5' 1.0' ST
1
44.7'
6:1 TO
(. GRADE
w
N
_0
1�
FLOW o
FLOW.
o
26.0'
10.0'
PLAN VIEW
w
EROSION BLANKET
STAPLED IN PLACE II
f- 10' -I
d
7VAAAA//
SW
OW SEC ALE' W ,� \ /.A\r/� fI�
NTS
w mn•
COAUTfX C77ON BVTRANCE DETAL
NTS
CONSTRUCTION CNTRANCE NOTES
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 50'L X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S)'SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UtILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TR CKMG OR DIRECT FLOW OF MUD ONTO
STREETS. PCRIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
5. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS
UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVICE ANDl TIMELY MAINTENANCE MUST BE PROVIDED.
BEFORE YOU DIG I
:. CALL TOLLFREE
w 11( 1-800-632-4949
NORTH CAROLINA
ONE CALL
SOUTH BIORETENTION BASIN
arm Mores
1. OWNER
COMMERCIAL READY MIX PRODUCTS, INC.
P.O. BOX 189
WINTON, NC 27986
252-358-5461
2. PROPERTY BEING DEVELOPED DESCRIBED AS LOT 1 OF
HERTFORD COUNTY INDUSTRIAL PARK AND BEING RECORDED
IN M.B. 12. PG. 35 OF THE HERTFORD COUNTY REGISTER OF DEEDS.
3. HERTFORD COUNTY PIN# - 6906-38-7734
4. DEVELOPER INTENDS TO. CONSTRUCT A MULTIPLE BUILDINGS
WHICH WILL BE USED IN CONJUNCTION WITH A CONCRETE
CONTRACTING BUSINESS FOR TRUCK MAINTENANCE. THIS
FACILITY WILL NOT BE USED AS A CONCRETE PRODUCTION PLANT.
5. ELEVATIONS SHOWN HEREON ARE NGVD29.
6. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. LOT AREA: 349,103 SF (8.01 ACRES)
9. THERE ARE NO DELINEATED WETLANDS ON THIS PROPERTY.
10. AREA OF DISTURBANCE: 349,103 SF (8.0 AC)
(PREVIOUSLY DISTURBED. EXISTING E&S PERMIT ON FILE)
\ I TOP BASIN = .80
I \ BOTTOM = 42.0'
STORAGE ELEV.43.30'
\ NOW OR FORM5174-Y
F \ GGAR RXI READY MIX
30' VEGETATIVE FILTER Pb 1 61- 114E
11
n>•
fw
/203
1216
.?
L i�
+°
e A �\
1451
w
1175 ~
,y
'
'� 14 2 1
�
r
\45L
Ock
Milo
e
s
1464
'
o
r
COFIELD
POP. 337
MVETEMM
r6.I'UN/AW
MINIMUM DENSITY
TYPE
(PER 1000 SF)
SPACING
TREES SHADE BRUSH
RIVER BIRCH
2.5
11' TO 19'
BALD CYPRESS
SWEET BAY MAGNOLIA
SHRUBS SWEET PEPPERBRUSH
INK BERRY
7.5
7' TO 12'
WINTER BERRY
DISCO RED
BRILLIANTISSIMA
NORHTERN WILD RAISIN
GROUND COVER TUFTED HARGRASS
SWITCH GRASS AS WEEDED PER NURSERY
STELLA D'ORA RECOMMENDATIONS
JAPANESE IRIS
LITTLE HENRY
(MATCH EX. DITCH)
Lf7F 9
LEVEL SPREADER
HERTFORD GLTNTY
INTXISTRIPL PARK
30' VEGETATIVE FILTER
MD. 12, P6. '35 IM �
I �\\ UNDO
(MCH EX. DITCH)
�
(n
_
\ .S_?,
NSp•1S,
Imo.
NC6
":.
T\
-
SEE BASIN SECTION
0/ 6S,5
p'
(THIS. SHEET)-.
- 43.
4
10 C.F.
CLASS "A" CLASS "A-
CLASS
\
\
,
N
RIP RAP pip RAC
43.50
T 6
fit.4
4
k.30 27
45.
.
30's�EGETATTVE FILTER
I
y
F
(MATCH EX. DITCH) -
I
/'F
f 'aN4g4
BLASTING
Sri. SEW5
RIM 45.59
NV 36.22
NGCf ''17 L6 g'
NG ND 8?
N 9676lp.A 0 IT
E 2604366D810
NOTES:
1. DO NOT INSTALL TREES WITHIN 5' OF INLET PORTION
OF BASIN.
2. PRIOR TO PLANTING, SOIL SHALL BE TESTED TO VERIFY
THE FOLLOWING PARAMETERS:
PH (5.5 - 5.5)
POTASSIUM (100 LBS/ACRE MIN.)
MAGNESIUM (35 LBS/ACRE MIN.)
PHOSPHORUS (100 LBS/ACRE MIN.)
SOLUBLE SALTS (500 PPM)
ORGANIC MATTER (1.5% - 3.0%)
3. APPLY FERTILIZER PER NURSERY REQUIREMENTS.
4. MAINTENANCE SHALL INCLUDE THE FOLLOWING:
A) MONTHLY INSPECTIONS FOR EROSION.
8) EVERY SIX MOTHS INSPECT PLANT HEALTH, AND
MULCH VOIDS.
C) YEARLY INSPECTIONS/REPLACEMENT OF SUPPORTS
AND MULCHING.
q -
7 T 45 00
_ 1 - - - - - - - - - -
PROPOSED SILT FENCE 46.7 TC _
Ste. • `'. �
t 8 00'02"W 721. LF
0
Y I1DFA ML PAW DIRE -`WR � d4ArcH ExiS NG � r
-- - (60' PUBLIC R/W)
SAN. EXISTING S,ML 5EWER ycy
RMI 59 CONSTRUCTION RM 45M s j��\
INV- 5 .% ENTRANCE PJV. "vo
(TO BE REMOVED)"'
� NG65
NG GRD �QD7 83
N %9138'hFT � /1
E 26lJ50T 829 FT �1� a/�����
AV,
SCALE
60 0 30 60 120 240
(1N FEET)
1 INCH - 60 FT.
J � W A
mz i p
N
Q<@<
N
2 u
8. LL
O J?
W�
~ .1
9
DU. V
Zc)
c
F
ZLij
%C
0
Q
Q W
cc
a:uj
J
F
CC LLJ
0�
VJ
r_
Z
S
8
W
S
CL
t-
O
Z
0
0
0
t\!
0
�
N
A1
O
N
VN[
O
W
61
O
Z
W
Y
LL
SCALE:
1„ = 60'
SHEET:
OF

r
"
5" 1" 2,-0"
5 7/8" 8" CONC.
°R2 1 1/2"
6"
R2"
12" D
• D D
\\j p ♦ D° a oD . • e° an •
� j
3000 PSI
CONCRETE
STA4124M CM AID C7U17>�T
NTS
6:1 TO
EX. GRADE, 4.1 4.1 il,l I I,q 4:1 4:
I� I
6" PERFORATED 6" PERFORATED
UNDERDRAIN UNDERDF
5' I 3' 5' VARIES 5' I 3'
STRIP 24 INCHES AND REPLACE
LOAM/SANDMIX. PLANT BASIN
BOTTOM WITH NATURALLY ,gpm
OCCURING GRASS, SHRUBS AND
TREES. NTS
2H:1V MAX.
DEPTH
All ,,i" jf, VARIES
_.2.5'
5' MIN.
7 YAtCAL VEWrA7W F3.769
NTS
6:1 TO
EX. GRADE 6:1 6:
6" PERFORATED
UNDERDRAIN
STRIP 24 INCHES AND REPLACE
LOAM/SAND MIX. PLANT BASIN
BOTTOM WITH NATURALLY I NOM BAW
OCCURING GRASS, SHRUBS AND NTS
TREES.
5'
6:1 TO
c. GRADE
f SEE SECTION
ANENT VEGETATION
EROSION BLANKET
IDTH = 8.0' STAPLED IN PLACE
BK)RETENTION
FLOW C BASIN
SECTIONBURIED 6" MIN.
VIE
k,_
..!:u.
NTS
6:1 TO
GRADE
Q
Z 2
�<
m
0:
0
m
NTS
CONSTRUCTION ENTRANCE NOTE
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3.ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM. UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY..
5. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS
UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-652-4949
ORTH CAROLINA
OD
A
ONE CALL
+
�
I
LOF 9
+
M;MrORD GLUNTY
3
I PUSTRIAL PARK
MD. I2, PEi. 35
IM
Ilk
30' VEGETATIVE FILTER-
y
(MATCH EX. DITCH)
z
S
�
0
>
ul
e
N
n
LOT 2
HMTFGRD CaNTY
I PU5TRIAL PARK
-
MD. 12, Pb. 95
I
IIli
SOUTH BIOR TENTION BASIN
\ + TOP BASIN = 43.50'
\ 1�1¢D BOTTOM 4 .50'
or
am MC37>�
1. QWNE
COMMERCIAL READY MIX PRODUCTS, INC.
P.O. BOX 189
WINTON, NC 27986
252-358-5461
2. PROPERTY BEING DEVELOPED DESCRIBED AS LOT 1 OF
HERTFORD COUNTY INDUSTRIAL PARK AND BEING RECORDED
IN M.8. 12, PG. 35 OF THE HERTFORD COUNTY REGISTER OF DEEDS.
3. HERTFORD COUNTY PIN# - 6906-38-7734
4. DEVELOPER INTENDS TO CONSTRUCT A MULTIPLE BUILDINGS
WHICH WILL BE USED IN CONJUNCTION WITH A CONCRETE
CONTRACTING BUSINESS FOR TRUCK MAINTENANCE. THIS
FACILITY WILL NOT BE USED AS A CONCRETE PRODUCTION PLANT.
5. ELEVATIONS SHOWN HEREON ARE NGVD29.
6.. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. LOT AREA: 349,103 SF (8.01 ACRES)
9. THERE ARENODELINEATED WETLANDS ON THIS PROPERTY.
10. AREA OF DISTURBANCE: 349,103 SF (8.0 AC)
(PREVIOUSLY DISTURBED. EXISTING E&S PERMIT ON FILE)
STORAGE E
= 43.30
NON OR FOR f!RLY
\
2 'J
6aAvCR1,IAL READY MIX
irk
FRGR.L'TS, INc.
•I \
LEVEL `SPREADER30' /(
FILTER
+ \
\
(M CH EX.
(MATCH EX. DITCH)
$$
SF
s +
.1
I T,
Ic? CF
10.
S
+
SEE BASIN SECTION
+
6 1
5
10 C.F. (THIS SHEET)
�RIP
CLASS "A'
RAP
CUSS .A.
9
- - + - * -
RIP RAP
43.SU
46.83
4&8
\
\\
\ u
50' X 60'
D BLASTING
BUILDING
I I
.►--�_ PROPOSED SLT FENCE
5K3+---
-- '4 RIM 45.59
�b ^� INV. 3d.22
M
30' VEGETATIVE FILTER
\(MATCH EX. DItgH)
N.T.S
O
n.3m.
CNJ
`
LLU
IRON ROD FOUND
.cx.c CALCULATED POINT
- EXISTING DITCH/SWALE/POND
EXISTING PAVEMENT
-SF SILT FENCE
Nag.\
4j' 7
IQf20 Np00
§ Go
C \
43.30 \ I
g \
rS
u� \
I 44. 0 \
M \
a• Mo + \
M
NON GR FORMERLY y
m rERTFORD GGLNTY I
Dr). 390, P6. 513
o �
N 3
1-- jt v1Oi NORTH BIORETENTION BASIN
"s, TOP BASIN = 44,00'
9 BOTTOM = 43.00'
w . EXISTING
STORAGE ELEV. - 43.80
"n ',X, 3
CONSTRUCTION I I I b I
ENTRANCE +
47.08 T 1 i(TO BE REMByE j
46.58 -
0
5;28.00'02"W 4 -
II�
- w5
SEriER 5AN.5E
RIM 4553 RIB 45S1
IJV., 379b INV, !,908
SCALE
0 30 60 120
PROPOSED 18,000 SF
METAL BUILDING ON
EXISTING. CONCRFIE SLAB
FFE = 47.44'- (NGVD 29)
240
s
2
wER 0m
1�
PRINTED
FEB •12007
ME
eg<
Z N
b O
�Ug�v@
SBag�
Q � W D• LL�
F• O J
_�lgelalAC vpf ,
iF
QC
Q
V
O ~
LL o
Z
Z c-ft�
Z
O
Z
W� o
ckf
W
Q O
Qcc
WO
G c a
_
N
oC J � 3
W O
QCCZ_
\�� � i
LLJ
0
VJ 1�
O O Z
Jo
z
3
0
0 O \ \ \ M
n U N N N O
U
O
N 3
w W w
z Z Y
o V) o o V
SCALE:
1 " = 60'
SHEET:
OF

z
N
d
OWNER: EASTERN PRIDE, INC.
>m
2405 F Nash Street
>
>
H
Wilson, NC 27896
z
w J
I
a
GENERAL CONTRACTOR — STOCKS AND TAYLOR
o
I C
p
;
�
_
_
0
,
CONSTRUCTION, INC
I _
W W
CC
- THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
FLOOD
r
=
D.B.
200, PG. 856
N
MAP 3720880000J, DATED JAN. 16, 2004 AND IS LOCATED IN A SPECIAL
_
HAZARD AREA (LOCATED IN SHADED ZONE AE);
z
z ,1Q
o
EL5.0
�°
a
Q
iA
A
—
86°45'51"E 320.57'
N
MECHANICAL
DUMSTER PAD
SUMMARY OF SITE:
PAD (24'X20')
O
1U �
��
�
MBL 20' _ _ _ --
— "'
uj
GENERAL BUILDING INFORMATION
�
d
iQ-
Z
BUILDING USE: COMMERCIAL RETAIL
r
Ln
— _
Q
BUILDING SIZE: 8000 SF
U
BUILDING INFO: 7520 SF RETAIL
LLJ
I PROP. ST�RM WATER�POND
PROP. B'XS'X4" THICK CONIC. PAD
480 SF STORAGE
Z
M.
C
`0
m
W/ 6"DIA STEEL BOLLARDS
O
LOT SIZE 1.10 AC.
(owr+Ea ro v�nrr
ZONING INFORMATION:
;J
�
! _ _
— � — w
— —
—
LOCATION)
D
r
.7
ZONING: 0&1
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
o
�_ --
PROP. 5'xs'x4" THICK CONC
PAD
m
o
FRONT: 50 FEET
�,
z
y
_
"
V
SIDE: 20 FEET
r7.
\1/ 14/
��
O
PROPOSED BUILDING
REAR: 20 FEET
S 86°42147"W 104.17'
36 $000 SF
m
o
J
UTILITIES:
1
FIFE= 6.0
�
Ln o
c�
o
®
A
WATER LINE - TOWN OF COLUMBIA
®
�� ��
LL
WASTEWATER - TOWN OF COLUMBIA
NI'�
6" DIA STEEL
�1 ;
�-D
CD rDI
w
�I
BOLLARDS TO BE
®
23.6
-
WASTEWATER SERVICE: 4" GRAVITY SERVICE
PLACED ALONG
WATER SERVICE: 1" SERVICE LINE
CU =
"'
PROPOSED SIDEWALK 6'-4" 0 /C
ELECTRIC SERVICE- NC DOMINION POWER
n
4" SEW R <
©
SERVICE
NATURAL GAS - 1: SERVICE
� < 5`DEW 1K
��
� pNOCITNIC
I �
ALL NEW SERVICES SHALL MEET ALL
z
�
PRpp ;10
NC BUILDING CODE REQUIREMENTS
� _
�
�'
Q ASPHALT
PARKING © ®
PROPOSED
1" GAS -
�x F�q. �,-,�F,T L3�� or<�
�`
5O ©
SERVICE
�.•���
ALL EXISTING UTILITIES ARE SHOWN
4
Ex. FIhL H��DKAr;T
Q
BASED ON FIELD EVIDENCE
N
t
_
SEAL00
Ifl
A
���: PARKING
—
EX MH 1
20212 -
'Q
PRIOR TO ANY DIGGING NC ONE CALL SHALL
— - 9x20' TYP
N
RIM = 3 ss
's��� •N������: ���
BE CALLED AND CONFIRM LOCATION AND SIZE
MBL 50_ 1 _� -- —
wv =7.71
OF ALL EXISTING UTILITIES.
;
nnunu
EX MH i
��
z
RIM =4.23
!
��
INV =-0.72
11
�' ��
-
EASEMENT
®
20,T1UTY
PARKING REQUIREMENTS
PARKING
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEET) UNLESS
9'X20'
(TYP)
® ® SANITARY
�T
SEW R
Aw wgTER MAIN
PAMUCO ENGINEERING
OTHERWISE NOTED
— — �\ ® 1O' PVC
EIS
SERVICES, PLLC
PARKING SPACES : 40
EASEM \
LICENSE N0. P-0530
PARKING BUILDINGREQUIREDCODE REQUIREMENTS: (1 SPACE PER 200 SF RETAIL)
20'
UTILI�
-
PARKING PROVIDED TOTAL - 40
HANDICAPPED ACCESSIBLE - 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
131.35'
PER LOCAL CODE
�} SIGN
U
UC
I
_ CURB
BENCHMARK
NAIL SET 6,72
CIVIL
f
-- 4 `, ONE -
CLOSE EXIST
33.24„W
DRIVE ENTRANCE
PAMLICO ENGINEERING SERVICES
N 03
CONCRETE
PROP.36NANCE
�
---"--�
128 Abbey Lane
Washington, NC
—�
E
c c 1326
27889
-
.DRIVE
^'\/ 6
T C
58�
252-945-2983
[e-mail]
_
H\
=-
E ROW
VICINITY MAP
VA
PROPOSED
1" WATER METER
7 fi 1'
�
a
°
_ ��
W/ BACKFLOW
PREVENTER
V)
o
S o U
REMOVE EXISTING METER
O
C&I
AND BOX PLUG
OR
to
m
,p
REMOVE ALL PIPES
�j
y
G n SITE
Ho and t v
$8
;,
N ST
2" SURFACE
COURSE
A,^"^OVEp
n' I'T + C ZOUNA ENV;RO* . •-,
I
a
p
MAIN
C AC- MEPfT COtdMI
W
S CN OF
QUALfTy
File No.
11006
8" ABC STONE 0 '= //4WATER
us64 COLUMBIA a ao —�—_
z S:orrw2;er
Q"
Perrstir Na
�
•- v
G _,�:� , L-�I I -h
Scale: 1ti_20'
Co Rd 1324
>Y
0
20'
40'
Sheet No.
\ COMPACTED SUBGRADE
C0Rd13
TYPICAL PAVEMENT SECTION
,t
�Y
Scale: Not To Scale:
SITE PLAN
ciiiiiiiiiii0ol
SCALE: 1" =20'
i

DRAINAGE NOTES
TOTAL SITE AREA DISTURBED=1.10AC
TOTAL DRAINAGE AREA = 1.10AC
TOTAL IMPERVIOUS AREA = 0.63 AC
% IMPERVIOUS = 57.2%
PRIOR TO FINAL CONSTRUCTION OF THE WET POND ALL
DISTURBED AREAS NEED TO BE STABILIZED.
THERE ARE NO WETLANDS ON THIS PROPERTY.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL
PLAN APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE
SPECIFICATIONS.
3. ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN
CONSTRUCTION OPERATIONS.
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT
AND CLEAN OUT RAPS AND /OR CHECK DAMS WHEN HALF FULL.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN
THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW:
7, AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE
ENGINEER. UPON APPROVAL OF SITE STABILIZATION, REMOVE
TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND
MUCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED
AND APPROVED BY ENGINEER.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 41NCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK.
THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720880000J, DATED JAN. 16, 2004 AND IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (LOCATED IN SHADED ZONE AE);
EL 5.0
ALL SPOT ELEVATIONS ARE OF EDGE OF PAVEMENT UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN 1' INCREMENTS
TOTAL SITE DATA
DISTURBED AREA
1.10
AC
TOTAL IMPERVIOUS
0.63
AREA
TOTAL DRAINAGE
1.10
AREA
OFF SITE
0
DRAINAGE AREA
EXISTING
0.23
IMPERVIOUS AREA
PROPOSED
0.4
IMPERVIOUS AREA
TO BE TREATED
Provide a ground cover ( temporary or
permanent on exposed slopes within 21
calendar days following completion of any
phase of grading; and a permanent ground
cover for all disturbed area within 15
working days or 90 calendar days (
whichever is shorter) following completion of
construction or development.
C003
)I
OWNER: EASTERN PRIDE, INC.
2405 F Nash Street
Wilson, NC 27896
i
ii
C003 PROP. SEDIMENT BASIN
L=60'
W= 25'
D= 3'
DA = 0.62 AC
Q10= 2.1 CFS
DEPTH = 3'
14 OUTLET PROTECTION
tA03 CLASS B RIPRAP W/
FILTER FABRIC
L=10'
W=5'
D= 18"
DA = 0.83 AC
Q10= 3.81 CFS
13 STANDARD CATCH BASIN
W03 W/ INLET PROTECTION
RIM = 4.0
INV OUT = 2.1
INV IN = 2.0
GENERAL CONTRACTOR - STOCKS AND TAYLOR
CONSTRUCTION, INC
1 Temporary SsedhV
P +X4f
Tom@
P
Dec. 1 -Apr. 15
Rye 4&ain)
120
Kobe Lespedoza
60
Apr,15..Aug.15
German Millet
40
Aug.15-Dec, 1
:Rye {Crain)
120
Fer0w
10.10-10
800
-Mulch
Straw
4poo
2. Permarl" Seedkg
P$Snbm OM
QQM Type
PoundslAcro
Sspt.1- Oct 31
TOO Fescue
200
Rye (are"
25
trine
e.000
Fortraer
10.10-10
1,DDO
Mu"
3tmm
4,000
11.1 '1
- PROPOSED OVERFLOW
QSTRUCTURE
TOP 4
INV 1" ORIFICE=2
W/ ROCK FILTER ON OUTLET PIPE
I�
L"1A
OUTLET PROTECTION
CLASS B RIPRAP W/
FILTER FABRIC
L=10' 14
W= 5' 0003
-D= 18"
DA = 0.83 AC
010= 3.81 CFS
-$TANDARD CATCH BASIN
W/ INLET PROTECTION
RIM = 3.8
INV OUT = 2.1
V IN = 2.0
35'\
1 " H E \
TSW
O
DRAINAGE AREA 1
p0 \\\
RIM EL=5.67
8
C003 ENTRANCE
REMOVE Ex. CURB AND
7 GUTTER A%D INSTALL NEW
C003 DRIVEWAY APRON. MATCH
EXISTING GRADE AT THE
ROADWAY AND SIDEWALK
\ �I
I
- LIMITS OF DISTURBANCE
TO FOLLOW PROPERTY LINE \ \
4 I
GRADE SWALE TO DRAIN C003 \
PROPOSED
BUILDING
8000 SF
FIFE = 6.0
1 GRADING PLAN
SG4Lf: i" =2V
DRAINAGE DATA
LABEL
IMPERVIOUS AREA
TOTAL DRAINAGE
AREA
1.5 ELEVATION
VOL
EMERGENCY
SPILLWAY ELE
VOLUME 1 YR 24
HR EVENT
WATER QUALITY
VOLUME
PERMANENT POOL
SURFACE AREA
00
STANDARD DROP INLET
W,/ INLET PROTECTION
RIM EL=4.57 RIV = 4.47
INV OUT MATCH
EXISTING� PIPE
5 ITa':
t003 - -- `
_ C
I
4.51 _
N
TBM
MAG NAIL SET
ELEVATION 6.72'
TEMPORARY DIVERSION
TEMPORARY CHECK DAM
SILT FENCE
ARC CHECK DAM
OUTLET PROTECTION
WET POND
CONSTRUCTION ENTRANCE
INLET PROTECTION
a.
O..
0_
qz
C
C
Y
Ld
Ld
a_
v+
3
_
Z
0
U
W Q
ci
'o
CL
CL
Q
09
V
W
H
m
O �
U
Q �
J
J Q
Q
u
E,SSI�r;•.•
'SEAL
20212 z_
MPH, E,
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
licoE
jlam
inee $nei`Vices
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
z
!P
a
0
W
ctS�
U
Ile No.
11006
Scale: 1" = 20'
Sheet No.
Cm002

POND PLANTING NOTES
PLANT SCHEDULE
NUMBER
NAME
MIN SIZE
SPACING AND NO,
50/ 200 SF
SWAMP MILKWEED
4 IN
1250 3' O/C
8/200 SF
SWEET BAY
1 GAL
200 5' 0/C
40/ EA TREE
COMMON RUSH
4 IN
175 EO SPACED
8 / 200 SF
INK BERRY
1 GAL
200 5' O/C
1 /200 SF
RED MAPLE
3 GAL
25 EO SPACED
1/200 SF
SOUR WOOD
3 GAL
25 EO SPACED
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS, ANY MAT OR BLANKETTYPE PRODUCT USED AS PROTECTIVE
MULCH SHOULD PROVIDE COVER OF AT LEAST 30% OF THE SURFACE WHERE IT IS APPLIED,
INSTALLATION IS ILLUSTRATED BELOW.
I. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF
OPENWEAVENETTING IS USED, LIME MAY BE INCORPORATED BEFORE INSTALLING THE NET
AND FERTILIZER AND SEED SPRAYED ON AFTERWARD,
2, 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 SOIL BUT WITHOUT WRINKLES --DO
NOT STRETCH,
3. TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH NO LESS THAN 6
INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY, 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 STAPLES.
4. TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW NET. OVERLAP
THE END OF THE PREVIOUS ROLL 18 INCHES. AND SAMPLE 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 GRADE, RESEED, AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
1
4 SWALE TYP
NTS
STONE
APPUUISE AT ILL PON15 W HOES ! E(FII= WAL SW M 6TABH3D. FREUM CNECNS 6 WK A TW y 34S" RCP
MNH171MAS WST BE PFOMM
NUTM
A N.CAAT. F 5 OR F 57 000 STORE SNIL. BE USM PAD TO BE SR a 10W . 6.0
B. TI1aUlG RMN15 9W1R0ENi M ACCOIBIOOATE VRfxA TPoIOt6 IS TO K PBOYM
C. 01711MCE(S) SNIULD BE L M M WroYDE M MAfEOW UTWATM BY Ali CWSIW MM
W L
D. WST BE UWAM W A 0=1W *101 MLL PFOST TBAOMG OR DOW FLOW OF TRMTIC
ONTO STTEETS PUMM TOP )MMIC WM STOW V4L K NECEMMY, HOD SOME ON HMO.
E ANY UTIBIAL W W1 STNL W IT ORO 11W ROM WST BE OEMID RBEOA111Y.
Construction Entrance
Scale: Not To Scale;
2' MIN.
CARRY RIP RAP UP BANK U0 `O' U°U°
71 aMYY;C�v�
NO. 5 WASHED STONE �a «" e(F& Q
FLOW,VVOIIn// 0Qo
II 111-
NATURAL GRADE 11
LINE CIASS B RIP RAP —
WITH FILTER FABRIC
6" MIN. ....,...-
tD
FREEBOARD
(MIN.)
EPTH OF
1 DITCH
*_CqthLecqk Dam Detail
Scale: Not To Scale:
CLAW 'Y
PERIMETER SLOPE ABOVE 10' SHELF
SHALL BE PLANTED IN GRASS PER THE
FOLLOWING SPECIFICATIONS:
TALL FESCUE 80 LB/AC
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 30
SEEDING DATES
FEB 15 - APR 30
SEPT 1 - OCT 31
AMMEND SOIL WITH LIME AND
FERTILIZER PER SOIL TESTS
MULCH - 4000 LB/AC GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER
SUITABLE MULCH
THE 10' SHELF SHALL BE PLANTED IN
AQUATIC TYPE PLANTS AS FOLLOWS:
1 GAL SHRUBS/ 200 SF @ 5' SPACING
O/C
HERBACEOUS PLANTS IN 4 CUBIC IN
CONTAINERS AT 5' SPACING/ 200 SF
TREE - 3 GAL CONT. WITH GRASS
LIKE HERBACEOUS PLANTS MIN SIZE 4
IN CHANNELS, ROLL OUT STRIPS OF CUBIC IN. CONTAINERS / 200 SF
NETTING PARALLEL TO THE DIRECTION OF
FLOW AND OVER THE PROCTECTIVE MULCH, SEE PLANTING SCHEDULE FOR PLANT
TYPES ALL PLANT TYPES SHALL BE
USED EQUALLY AROUND THE SHELF.
2'-0"
18"
JR NETTING IN A OVERLAP JOIN STRIPS BY ANCHORING V-8" 8'
H TRENCH, AND OVERLAPPING. 3" RADIUS 1/2" RADIUS
1 /8' RADIUS 3" RADIUS ' a ;o
N
TEMP. DITCH LINER
1 Scale: Not To Scale:
PILM VIEW
W E OISIIN� 1
r
w—V6[T
�l
ARC FILTER
NTS
1' MIN
---------------
FLOOD STORAGE ZONE /5 WASHED STONE 2 MAX
SEDIMENT STORAGE ZONE �I
(TOTAL BASIN CAPACITY) °
-6" MAX SEDIMENT DEPTH
CARRY RIP-W UP
SIDES OF SPILLWAY
FRE®OJ
—05 WASHED STONE
FABRIC
SECTION THRU BERM & FILTER
1 1 NOT TO SCALE
L—CLASS "e'
RIP -RAP
i' MIN
TOTAL BASIN CAPACITY
CLEAN BASIN WHEN MAXIMUM
LEVEL OF SEDIMENT IS REACHED.
PERSPECTIVE VIEW
SECTION A -A
dATFC• SIDE ELEVATION
1. CONCRETE SHALL BE 3,000 P.S.I.
2. QONTRAC71ON JOINTS SHALL BE SPACED AT 10' INTERVALS.
(A 15SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. GU R �EROETLE E TAILN RATE SHEET 2 OF 2 FOR CURB AND
6 STD. 2411 C&G
NTS
STOLE FILTER OF 1• GRAVEL PLACED
AGAINST FENCING NFERE REQUIRED.
/ i"
APPROVED SR.T I Z
2' X Y STEEL POSTS
PROTEC TOUTLET WITH FILTER
FAB Y�AND RIP -RAP
TOP OF SHELF EL 2,5
BOTTOM OF SHELF 1,5
TOP OF POND EL, 4
EL. 4.0'
TEMPORARY STORAG
3:1 SIDE SLOPES ON
\
_SHAT EL. 2.0 11201 CF
ALL POND BANKS
24
5.
PERMANENT POND VOL
FOREBAY(total) 3000E
214" LENGTH
6142 CF ry
INV 2.0
Q
V SEDIMENT STORAGE 10' VEGT SHELF
BOTTOM OF FOREBAY EL. -1Q
BOTTOM OF POND EL. —4.5 0:1 SLOPE
15
2 WET POND CROSS SECTION
8
Scale: Not To Scale:
EL. 4.0' 010
0,5 � Ol F1 a
POND PLANTING NOTES CONT.: 2'
H
CONTRACTOR SHALL TOP DRESS THE 19
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE DRAW DOW
N
OUTLET AREA
PLANTS DURING PLANTING. ORIFICE EL 3
DRAW DOWN DEVICE
NOTES:
1, STRUCTURE CAN BE BUILT FROM 8"
-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO E A YAX►N11 OF 35 FEET NqE. 20 ID CONCRETE
GRADE L BLOCKS
SUITABLE FOR
-ALL CONCRETE SHALL E 3000 PALL STRUCTURE AND COMPACTED,
"1.EVATOON "B" MION NUS ELEVAT"A" EQUALS I NCH. 3, P C E6 ♦OCLEAN STONE UNDER
SIDEWALKSUP
4. PLACE CLASS B RIP RAP WITH FILTER
FABRIC ON DOWN STREAM END OF OUTLET
1 ANS(N DRIVEWAY ENTRANCE WITH
� * CONCRETE ETE DRIIVVEWAW DES APRON NTHMAXMN REOOMI ED GRA
NINIINUM
ZE=XBMG
1HN70ESS 1/2' EXPANSIONx,�¢OVER FLOW STRUCTURE
1 PATiMQHT I Scale: Not To Scale:CONdE1E AaDRIVEWAY
APRON—COWACTEDI
RACKFILL
B AIM EXPANSION COMO" SIDEWALK
(TYP.) JOINT (TYR)
PLAN VIEW TYPICAL SECTION
1. CURB SHALL E TAPERED TO FINISH FLUSH W11H SIDEW"
2. EGAMG RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE
PROPERTY LIE FROM THE RIGHT OF WAY TO THE CURB U E
3. SIDEWALK SEMM SHALL NOT E REQUIRED ALONG STREETS WHICH ARE HOT PLANNED FOR SDEWAIIC
STD. DRIVEWAY ENTRANCE
Scale: Not To Scale:
A. POSIS SET AT DEPTHS OF V WHEN IN EARTH BAC FILL.
B. ANCHOR DITCH IS C E G' AND FILL 8 TO E COMPACTED.
0. PROVIDE ADEQUATE EXCAVATION A!" OF SILT FENCE TO ACT AS A
VELOCITY BREAK MID SILT TRAP.
D. CONTRACTOR MAY USE MATERIAL OR LEIMOD UPON APPROVAL
FROM ENGINEER.
�� SILT FENCE
�' L' Scale: Not To Scale:
—���--- -- STANDARD METAL POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
/ 57 WASHED STONE PLACED TO A HEIGHT OF
12"-18" MINIMUM ABOVE TOP OF BOX
13 INLET PROTECTION
Scale: Not To Scale:
PIPE OUTLET TO FLAT AREA NO WELL DEFINED CHANNEL
La
PLAN
77
+
O
PIPE OUTLET TO WELL—
PIPRAP
CLASS DEPTH (d)
A 9
2' — 2"
2 3' —0"
PLAN
La
O�
V-
7/7
SECTION THRU PIPE
SECTION THRU PIPE
NOTES: 1. La IS THE LENGTH OF THE RIP -RAP APRON
2. do IS THE NOMINAL SIZE OF THE OUTLET PIPE
3, IN A WELL-DEFINED CHANNEL EXTEND THE APRG% UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS, WIDEN CHANNEL
NECESSARY TO ACHIEVE REQUIRED WIDTH A' DIS-ANCE Lo FROM OUTLET. RIPRAP ENTIRE DISTURBED
PORTION OF THE CHANNEL.
ABOVE
AS
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIP
-RAP AND SOIL FOUNDATION.
14 OUTLET PROTECTION DETAIL
1 T Scale: Not To Scale:
z
a
C
N
W
c
�
a
o,
3
v
40
_
0
U
W_
m
0
L
a
aLLJ
will
<
t�
mi
pa
m
I
U
W
~
M
I
Z
J
O
U
Of
Im
um
J
/O
V
W
0
0
Q
PROFESSIONAL SEAL
\\\\III IIIIAI
SEAL
20212
PAMLICO
ENGINEERING SERVICES, P1
LICENSE NO. P-0530
T T 11 t3'ii1 'p
PAMLICO ENGINEERING SERVICE
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
11006
1"=20'
No.

�►( 'I III �I;i
o ► ► I•►= I I= =I
m I I� SCUPPERNONG GROUP, LLC II
7 N ► ►= D.B. 200, PG. 856 ► ►
(
N 86`45'51"E 320.57' I ((
I1
WI
► ► I,
M mII
oz
z► ► ► ► cu
I S 86°42'47"W 104.11
17' + z
� z
� 1 ,,may �� o I ►o �
Yt�rYF.r��r War�l,r�f YF, `rF„r O r
o I�
W.c Wtr`t'�rWtcYF c�4� Y1,rkitrY/ rW cY",rW rW - I J
(''�'�
W ✓ '�V�DY P✓ o-V �' 6Y `�`^iTaV QY PV e' V et/-s�`i/ �"i�� `Y� � i/����
P` c`c/ YF cam. H Y;, YI cW, vY/ ckt ,- `tf r;Nti rV�+ Y7. tltrgt, M� p{ r�F
OWNER: EASTERN PRIDE, INC.
_� I�►
GENERAL CONTRACTOR — STOCKS AND TAYLOR
w
� 0
CONSTRUCTION, INC
00
1011 PVC SANI ARY SE
V
„ (-
n _
20� UTIU�� �a•:� ��a% =
F
353
_ J CURB CoT , BENCHMARK
r�
�- ONCRETE AUK
33, 24„ W 11.9 6' 4, ,
N �� 321 H n I� 64 I— S 1326
US V�J — - — B TO
THE PROPERTY IS SHOWN ON FLOOD INSURANCE RATE
MAP 3720567500J, DATED MAY 15, 2003 AND IS LOCATED IN A SPECIAL FLOOD
HAZARD AREA (LOCATED IN SHADED ZONE AE);
1 DEMOLITION PLAN
sue: V =201
EL IL EL
EXISTING IMPERVIOUS AREAS
EXIST HOUSE 2454
EXISTING BARNS SF 3014
EXISTING GRAVEL DRIVE 4614
TOTAL 10,082 SF
114
a
Z
Z Z
U � W
� C V d —
3
0 o ctvW
i = Q
Of
„
0
0
a
Q
J
° Q
m W
Q
v
a°
SEAL
20212 ° z=
2�
PAMLICO ENGINEERING SERVICES, PLL
LICENSE N0. P-0530
am � t OtU
Elrttcern
etldt(:e
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
N O
Z ++
O a
N L
U
rn
N
� la
v
C]
Ile No.
11006
Scale: 1" = 20'
Sheet No.
C-004
1 v I e
,
t i 1
1ltt c .
Z
Z Z
U � W
� C V d —
3
0 o ctvW
i = Q
Of
„
0
0
a
Q
J
° Q
m W
Q
v
a°
SEAL
20212 ° z=
2�
PAMLICO ENGINEERING SERVICES, PLL
LICENSE N0. P-0530
am � t OtU
Elrttcern
etldt(:e
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
N O
Z ++
O a
N L
U
rn
N
� la
v
C]
Ile No.
11006
Scale: 1" = 20'
Sheet No.
C-004
1 v I e
,
t i 1
1ltt c .
1 v I e
,
t i 1
1ltt c .