SW6110808_APPROVED PLANS_20110908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
Ll�hPPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl�(/q'D�'
YYYYMMDD

LJ.• _ .. yy. � r.
NOT RELEASED FOR
CONSTRUCTM
FINAL DRAWINGS
FOR REVNEW
PURPOSES ONLY
I
kiv
�s
2 L - tS, Z 0() ' (Lot = 4 , 0`',
Pavement = 38,603 SF
Total 84,603 SF
1
1
I
I
1
I � �
I /
I \
I
I
/
-ti
I
1 1:
_ 1 1
REVISIONS
SYM. DESCRIPTION DATE I BY
SCALE: 1" = 150'
100' 0 50' 100' 200'
/
/
/
/
/
/
/
a
ui C
j '0
a�N
j
EE
j
c
CA
eV
N
•u
c
L
Ci
O a,
E O
co
7
�Vu-
Qa
Z°—�
c
�
c
U
d a
Em
m
m
m�
L c
.�
«®
G ov1
sm
ca
-
U
Z
D
v
a
N
�1L
00
L'
2
E
Z
Z8
W
5L
G
DATE:
DULY, 2011
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
JEH
SCALE:
1 "=100'
SHEET NO
D-3 B
OF:
�

3
a
m
m
U
2
O
m
O
O
m
u
0
O
U
S
9
m
m
m
W
C
x
E
n
_�
Cl
a
`o
N
�i
N
2P
6
0
J
r

SYM.
REVISIONS
IPTION DATE
JI1
I
I
I
I
I
I
I
I
II
U.S. HWY 401
/
FINAL DRAWINC
Sidewalk = 25,952 SF 0.60 Ac
Pavement/Curb = 146,851 SF 3.37 Ac
Total =
447,203 SF 10.27 Ac
FA
SCALE: 1" = 100'
100' 0 50' 100' 200'
N
aCN
8
NNcc
U
.0
ry,
rnIL
aU
=
��
O.
® Mo
C
lL
L
N
M
5Z CID
Q
�m
rn
c
Ue
as
Em
L
m
Cr
O ..
.FM
`
mco
CO
_ a
!�
D
m
N
m
o
O
°' z
E
7
Z
8
J
l�
W
2
DATE:
JULY, 2011
DESIGNED:
TFW
DRAWN:
I
TFW
d
CHECKED:
JEH
-
SCALE:
-
j=100,
SHEET NO.
D-3A
OF:

IT
SAW Was
OLMS
_ aucr
.WW ..� ...ws ..�
•IIiUH - OO.aI d9a 1101M1
�g1LrrM 16YH�K �� PNM
pm8 ,.� tart Q
ME
MM
OWW
Wf
COUNTY° '
v
a o
VICINITY MAP NTS
FT. BRAGG RESERVATION
VICINITY MAP
SCALE : I"=2000'
0 NJ
ff "i q OMNI
pN,
FINAL DRAWINGS
Approved Stonrwater Permit Documents
Construction in acco•dance with these documents W
required by the stormwater pernd. North Cerolina
rubs lequire that the stormwater system designer
h+spect during construction; cerr.ty conformity Mai t"
plans and specs; and certify compliance with the
:lomrwatw rules. ( 15A NCAC 2H .100e(j))
Permit M406,16 s Datea it
by_JQ!: -_ NC DMslon of V% i Qua%ty
aW-r a—Revlslo, Date —_— -
PD
A* - OAi Er. "ki!
VVEWDSAND STpRMWATER BRANCH
DRAWING INDEX
COVER SHEET
C-1
EXISTING CONDITIONS
C-2
OVERALL LOT LAYOUT PLAN
C-3
OVERALL GRADING AND
DRAINAGE PLAN
C-4
OVERALL UTILITY PLAN
C-5
TYPICAL ROADWAY SECTIONS
C-6
THRU C-10
ROADWAY PLAN AND PROFILES
C-11
THRU C-12
MISCELLANEOUS STORM DRAINAGE
PLAN AND PROFILES
C-13
MISCELLANEOUS SEWERLINE
PLAN AND PROFILE
C-14
MISCELLANEOUS WATERLINE
PLAN AND PROFILE
C-15
THRU C-16
EROSION CONTROL PLANS
C-17
STORMWATER MANAGEMENT PLAN
C-18
STORMWATER MANAGEMENT SECTION THRU POND
L-1
STORMWATER MANAGEMENT LANDSCAPING PLAN
D-1
THRU D-2
WATERLINE DETAILS
D-3
SANITARY SEWER NOTES
D-4
THRU D-5
SANITARY SEWER DETAILS
D-6
SITE DETAILS
D-7
STORM DRAINAGE DETAILS
D-8
THRU D-11
EROSION CONTROL DETAILS
D-12
STORMWATER
MANAGEMENT
DETAILS
SURVEYOR: HOBBS. UPCHURCH & ASSOC.. P.A.
ADDRESS: P.O. BOX 1737
SOUTHERN PINES, NC 28388
CONTACT: J. GARY CULP
PHONE: [phone]
FAX: [phone]
OWNER/DEVELOPER: PARACLETE REAL ESTATE HOLDINGS, LLC
ADDRESS: 925 DOC BROWN ROAD
RAEFORD, NC 28376
CONTACT: TIM D'ANNUNZIO
PHONE: [phone]
FAX: [phone]
Hobbs Upchurch Associates
engineering I planning I surveying
OFNR-FPO
Southern Pines Office OCT ; 2011
300 SW Broad Street j Southern Pines, North Carolina 28387 1
P: [phone] 1 F: [phone] DWQ
License Number: C-0454 www.hobbsupchurch.com
St?i5RYb9. YC.B.iS:�>ki�aMY.'+YxiY ��
1

REVISIONS
1
/
i
/
17
I
1
EIS
I
I
I
STEVEN M. LANGMACK
DB 494 PG 419
I
CONTROL PT#2
N 468308.3630
E 1966371.0816 I
ELEV. 262.17'
I
I
Nsg
4g 43..
15"RCP
EIR
P180'13'3011E
I
El
265.02
1
PC nb
ti�
}
j }
I
I �
CONTROL PT#1
N 468167.0440
E 1966226.7230 o
ELEV. 260.21' i
I03
I'
I PP
� I �
COBBLE RIDGE
SL 388 MAP 001
16
0
15
14
d og\� y J( -24" FES /
S69. V INV. 253.0' 13 /
EIR I0Sop F111 � � 12
ABANDONED EIR Sir \ /
BARN sg?g / FENCE (TYP.) \ /
EIR- \ 10
tih Y 30 /
h0 2 S69• 254
30293g f \ S69'26"52'W
03 7.85' /
S68'57'32'W
��� 6.62" 29
Y \ E11 IREIS EIP
TREELINE (TYP.)
2S0
51.55 ACRE TRAC'
,ARANnONFn
17
QUAIL HOLLOW WEST
PC 2 SL 2-85
MAP 008
16 1
378 S4 6 F ` 15
14
EIR 59.1 6"
gs.
253 EIR
.1
6" WATERMAIN i I I ems,
O WET DETENTION BASIN
SOIL BORING LOCATION y� ,
GROUND EL. 246.1'
a
A �'
I 2" PVC STUB -OUT N c� �`�
} PROPERTY
P BOUNDARY (TYP.)
CURVE CURB INLET
18" FES LENGTH = 40.54' - CURB IN!_Ef RIM 255.3' ryh aR JOSEPH P. RIDDLE, III
RADIUS - 25 00' RIM OC `4' ` ' DB 760 PG 297
- INV. 251.9 a
INV. 252.2' w (o CHORD = 36,24' INV. 2520'
S�
BEARING = S44'08'19"E 1 O
Pp DELTA = 92'54'39" CONCRETE CURB 246
V
f-MAILBOX �� \ 5, AND GUTTER (TYP.) y
�ailaS89'24121"N�- _- = S89'26'03"W
°9u �-
c Iw _ .- ----2422T-� .. 580 74 ._ o- s
PARACLETE DRIVE 5o PRIVATE R/W
j - --- U i�--
SDMH I �' 30"RCP - EIR
RIM 254.2' �, PPEIR 24"RCP\-NOG*33'57"W0
INV. 249.7' 30"RCP
CURB INLET I 30" FES
RIM 255.6' INV. 249.9
3 CURB INLET o b INV. 251.5'
30" FES I RIM 255.4' I LOT 3 4�
INV. 249.5' 1 I I LOT 1 INV. 251.4' LOT 2 PARACLETE REAL o 247
PARACLETE XP ESTATE HOLDINGS, LLC o S8927 30 W
I I PAE HOLE REAL I I OVERHEAD ELECTRICAL TYP.
SKYVENTURE LLC DB 742 PG 738 Z Re 50.00 ��
H ESTATE HOLDINGS, LLC DB 782 PG 249 SEWER PUMP
Ti1Ti0N (TYP.)
DB 742 PG 738 I
36"RCP COUNTY OF HOKE�� '
DB 486 PG 630
INV. IN 245.4' - N89'46'31"W
i INV. OUT 244.3' IR NOo'34'42 W - 33.31' 12" WATERMAIN
3 50.00 �48. _
I l PP I OE OE_ -S8 3'24'00"W_. OE pP of _ of e� PP
E _- ---w- -_539w----- - =w _EIR--- -w--
--W--1-------W----------W---------W----------W----------W -: --
r
55- --- a-- SS-- Sb- - �- -SS- -SS - - SS- - �. _--4., - .F SS- = FM --SS_ - - - - FM= = SS
SSMH U.S. HWY 401
R W
SSMH RIM 250.1' UFO MARKER DISC
RIM 249.4'
INV. 235.0'7 INV. 237.8' u SSMH
INV. 234.5' 8" FO12" GRAVITY RIM 250.2'
RCEMAIN
- - - - - -SANITARY SEWER - - INV. 240.0'
-- -- -- --- -- -- 36"RCP
W/ HEADWALL SSMH
INV. IN 243.6' RIM 249.8'
INV. OUT 242.5' INV. 239.1'
NOTES:
1. OUTSIDE BOUNDARY SURVEYED BY HOBBS, UPCHURCH & ASSOCIATES, P.A.
MAY-2011, WILLIAM C. MCILWAIN, JR. PLS L--2421.
2. CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING STRUCTURES
WITHIN THE PROJECT BOUNDARIES AT NO ADDITIONAL COST TO THE OWNER.
13
i SYM. I DESCRIPTION I DATE I BY
FINAL DRAWINGS
LEGEND
EIR O
EXISTING
IRON ROD
EIS O
EXISTING
IRON STAKE
-OE- -
EXISTING
OVERHEAD ELECTRICAL
- X- X-
EXISTING
FENCE LINE
265
EXISTING
CONTOUR
-----W-----
EXISTING
WATER LINE
FH'(7
EXISTING
FIRE HYDRANT
D4
EXISTING
GATE VALVE
---- ss-----
EXISTING
SANITARY SEWER LINE
SSMH D
EXISTING
SEWER MANHOLE
--FM--24--P--
-�R_C
EXISTING
FORCE MAIN
-- _
EXISTING
STORM DRAINAGE
SDMH DQ
EXISTING
DRAIN MANHOLE
UFO o
EXISTING
UNDERGROUND FIBER OPTICS
PP `a-=
EXISTING
POWER POLE
EXISTING
TREE LINE
EXISTING
RIPRAP
EXISTING
PROPERTY BOUNDARY
I
CALL
BEFORE YOU DIGI
Dig'Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
WILLA M. LINDSAY
DB 365 PG 862
NOTE:
NO WETLANDS EXIST ON THE SITE PER
J. GARY CULP P.L.S. L-2950
HOBBS, UPCHURCH AND ASSOCIATES P.A.
300 S.W. BROAD STREET
SOUTHERN PINES, NC 28387
TITLE REFERENCES
DB
782
PG
237
DB
731
PG
661
DB
742
PG
738
DB
782
PG
249
PC 3 SLIDE
3-56
MAP 002
* HOKE
COUNTY
REGISTRY *
SCALE: 1" = 100'
100' 0 50, 100' 200'
W
4-J m C4 N
N >,
N �
c �
.Urn Q,
tO O pag
(n c z m
� f1 N
U Em
L CD
C W
:3 tR a
_c m -
a- I
D
N m
m
O
z
� g
J
U
DATE. AUG., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: JEH
SCALE: 1 "=100'
SHEET NO.
C-1

1O'x7O' SIGHT
TRIANGLE
COBBLE RIDGE
SL 388 MAP 001
/ 17
\ 16
EIS EIR 15 /
-
11
1 , 'n 1
10'
I I25' r----1
I
LOT
1
1
10'
10
1 ROW I I
LOT
I
1
25'
20' UTILITY
EASEMENT
0�
,,, o
,4 BUILDING SETBACKS/
PROPOSED 20' STORM � 56988's>'f UTILITY EASEMENTS
DRAINAGE EASEMENT 9*
46
10.1
V`
_ � \ % $sg. � � 13 � � N.T.S.
18 V�9,705 SF�IR
0,0.34 SF ` '0.22 AC ' 4\OS p f \ / 12 /
STEVEN M. LANGMACK � 0.23 AC ' o I
DB 494 PG 419 0 ' N Q HEIR �_369
PROPOSED 20' STORM
N - O cv,DRAINAGE EASEMENTo5E
�� / N
N ^ ((rn o NNo PROPOSED 20' STORMIO
EIR DRAINAGE EASEMENT QUAIL HOLLOW WEST
/ ' PC 2 SL 2-85
rn'o i�/ �coCIV , / , IT U �� $ss 30 / MAP OOIB
A o o ' l,' N¢ i l r 30�g3g. S69'26'52"W /
16 - \ �� � � r � � /� / � c TT03, F i 7.85' /
/ - �. �. rn O r r Q'
11,379 SF J'%, 15 4 � V / r Ncb,� / J � S68'ST32"W
1 0.26 AC,,,%,' 10,288 SF N i c�� 6.62' 29 PROPOSED 20' STORM
-- - / 0.24 AC ' ^t/� y / ' 4 r: v\ ° o , �, IR
N� �;' �EEIS DRAINAGE EASEMENT
0, E �_1 �_ oM N ; �;' t �Q\�\ N / `�Q ; ; \EIR
N5)71313 EIR o , ^oo \\ o"o NON 4
_IR 2 i I- N j, 3
L6�.0 O (0U I l L w Q r , r \ \� �\ \rn'o , / COQ� C 94
r �
N °' !� 1 O °0p w l O0 t I � v; N co to ¢ ' r `-1 -� ,'i l �r, a�oN / Q , /� � �. �� \J-`- ` _ ,. `�q�N / / �i _ O tl , t N -P 1ILI/ - O O , O N r vi r
o ; O/r� \\
t' It O N t 't q I n N I O t O N r LJ U ;r J /-,\ \((( , r N 0 / J / C\ �__� l^ / J r' LJ U / 17
tIt➢ IC)Nn _j L_-� JIL_.� I VNr`q�Q,rr �,- Jl\ \\/r .N, `�\SIR /i \� ���oi 0'!
I I t N I l ai O O i r 4 �`'\.�� Rll�
-rl _ I _ p� O O // Q 1 /
pN / 4 /, / !'J / nod r �.-�� \ �_oi0 / '70 /
�_ /
,, \ 16
/ �U , 4
/ 01.ON' Op F r l r^ 4 {./V\i� l i ONN ;r �qU / ,r��� ���� �\ l NN r r N Q rr I
i r` O r i r t�
O .S :. " ' N : p QU' , V� / r M N / , ) ! -` so N N ' ;' M Q' t i T� $6
° _\
_'�, \ o o mil o. / o, \ ' / P(j , o'o . , M \ g 79' `- PROPOSED 20' STORM
i - -- - �... - , , _ N / Q J /' / l r r N CSC �, / ' N N / U �8 f 5 DRAINAGE EASEMENT
U' r \,. �.M� - - 1 LIDO i % ,.. '/ U\� O r r'0 p Q r/ i \ \` 'l N N i l U CCC �"
NN�i II y,�Q�r 4.�V �%�O�,Jr nN b'Q' r r,. �l j/li �'/o ,�1;' �U r r�� �, \ �. �� ��,0�•O r 'M)o I r' 6 14
O (P t j N W t t O r Ul U V !!� tl- r r . N / , / �'� g'
1 0_ t 1 1 1 N N r / 7: r r (O i �,r r r /` Q \ r
I t I 1 n N r / S p\p� .. // l d• r r ^ c r / �0 W / / I Ni /"� /
iv N tt 1� 1 t ➢ N I O ' / i / m M 4 - \ \ie \� / (� ( <, N ' < / O rr i7 66 / i" / h0 3 < � of O' i i i70'�j U I R gg 3 S6'e
c0 ➢ N t t C� I r r C, , r c0 0
r (/I U r r, O r ^� N Q ' J� r / N 82 / ! �.� //.� \ �" i $'
t t O n, ��- r i/ r 13
N Q' r r \ -_\ J r 0 , i v/ r O/ L 2Jn $A 8- .. , ^D D< < IR
_�-u.' \O' / O N , r 4 . \ �' pry J r (� c J9C r J J \ O• q, ' , 38
7�11,246 SFr r ��2 78'
O'O r / O 'S ,^a. J / Q' J J� V �' S\ / /7 sS � V ` ��'
!q �o '� 7 r Pam, �' �A 3 '
< O O Q 66 r r ��� \ i , J7 �� , 39
r 0i V- / r Cr, `�> SQ. .. p• ,' ,' 4j , . 7 ,' Zg SF, , , 12,793 SF
\\� / �N / O Q i r\ \ AG \ �`� J J �'�^' PG J �`�9.$'F,' �./�V qC i i (0�^D R / /`•� \ \0.2<4 AC> l 0.29 AC ;
PROPOSED 20' STORM �� rn'o r r w o 6 \\ � N /' '9 0, / ,%/ o \ _ EIS
DRAINAGE EASEMENT "� N r / O �� v R \ O �' O' Q `V ?o? /- / oo. r-_�,
% MN57
N J/ % Gj \\ \ \ \\✓'' ,'���\,9 s'n'', / / h0 /12, 106 SF J> \.r'/ ' OM �QU J� ^ \ /i% ` ` �40
PROPOSED 5' \ ° "o; /q�� Q \ �� �F v,' / / S \ 0.28 AC.' .' ^ ory \\ S C� 1VG I ' 15,704
0 364ACF,
REFERENCE SHEET C-5 o o _
FOR ENTRANCE DETAIL UTILITY EASEMENT o ^� \ . P ,62
4 v pU / r
\.'12,747 SF co
-
ryp7P00 / 0.29 AC tt I r 41
y
<i O S \ \q \ �0^ PU ,' I �I I O� 11,138 SF '
`Ttj S`` ` \GB \ \'✓OOh '' \\ \��\0.26 AC
8.I SG \ \ \ `9G? \� 79 SA/ ,"\` \�rA'.\ \\�' r'/ OOoi^Q' i / // ! 10 342 SF i
'
FUTURE PROPOSED W� r c va
RO
DEVELOPMENT 20' SANITARY ,4
SEWER EASEMENT / s y6'9 tr 9\ 5P'F�� \ O2 j3 i / <\ 02� ss
,a $F I I O? qC i
PROPOSED 5' qc Lam/ PROPOSED
CONCRETE SIDEWALK ��� 20 STORM
DRAINAGE a� ti 0 0,> a
(TYP.) EASEMENT I rn. `� / / S J q>
LENGTH = 40.54' I DETENTION POND LOT - - ry
CURVE v�s�r o% JOSEPH P. RIDDLE, III
RADIUS = 25.00' , r F \ DB 760 PG 297
PERMANENT DRAINAGE EASEMENT g,372 SF 0 p , PROPERTY
CHORD = 36.24' PROPOSED I 49 I 0 �G
BEARING = S44'08'19"E 20' SANITARY0.22 AC I I9 LryN ;
DELTA = 92'54'39"' 1 PROPOSED 50'O. J BOUNDARY
SEWER EASEMENT
ACCESS EASEMENT �- (NP')
--� / ��------_ S89'26'03' W - - - - � - - I 1
---589'24'21' I
- - � 242.27 ------ � PARACLETE DRIVE So' PRIVATE R/W
IR
-EIR
PROPOSED
20' SANITARY
SEWER EASEMENT- ;
-- 3
0
LOT 3 '"'
I
LOT 2
I
I PARACLETE REAL n
LOT 1
PARACLETE
REAL
I
PARACLETE XP I
ESTATE HOLDINGS LLC o
ESTATE HOLDINGS, LLC
SKYVENTURE, LLC
i DB 742 PG 738 Z
DB 742 PG
738
B 782 PG 249
D
II
I
I
- - - T-r9
REVISIONS
DESCRIPTION DATE I BY
NOTES:
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A
COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS
OF LAND. REFER TO PLAT MAP FOR INDIVIDUAL LOT BOUNDARIES.
2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND
ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN THE OFFICE
OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN OR COUNTY TAX
OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY PRESCRIPTIVE USE.
3. ALL DISTANCES ARE HORIZONTAL GROUND.
4. AREA BY COORDINATE COMPUTATION.
5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF RECORD IN
HOKE COUNTY REGISTRY AND CORNERS LOCATED IN FIELD.
6. PROPERTY IS ZONED R-8
7. TOTAL R-8 AREA IS 33.68 ACRES.
PRIVATE OPEN SPACE IS 5.17 ACRES, 15.35% OF DEVELOPED AREA.
8. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC GRID
COORDINATES ESTABLISHED BY CPS METHODS. HORIZONTAL COORDINATES NC
GRID NAD83(2007) AND ELEVATIONS NAVD 88 DATUM.
9. TOTAL OF 98 LOTS.
10. TOTAL OF 4,643 L.F. OF STREETS
TOTAL AREA STREET RIGHT-OF-WAY = 5.68 ACRES
11. TYPICAL LOT SIZE: 80'x125'; CORNER LOTS 95'x 120.
SMALLEST LOT - #2 = 8,632 SF
12. WATER BY HOKE COUNTY; SEWER BY PWC.
13. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED STREET R/W
WIDTHS ARE 50'.
14. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS OF
M RECORD OR PARTIAL SURVEY AND NOT AN ACTUAL FIELD SURVEY.
/ 15. RECORDED EASEMENTS FOR POWER LINES. LINES TO BE MOVED UPON
CONSTRUCTION OF ROADS AND UTILITIES.
WILLA M. LINDSAY
DB 365 PG 862
PROPOSED 20 STORM
3'33'57"W i i DRAINAGE EASEMENT ~
50.00'
I I
/ PROPOSED LEGEND
S89'27'30"W FUTURE
ATER
50.00' DEVELOPMENT / / LINEEASEMENTEIR o EXISTING IRON ROD
EIS O EXISTING IRON STAKE
-EXISTING SEWER 1 i PUMP STATION PROPERTY BOUNDARY
COUNTY OF HOKEI ' -r__- PROPOSED RIGHT OF WAY
DB 486 PG 630 PROPOSED SIDEWALK
N89'46'3I"W /------------ PROPOSED BUILDING SETBACK
/-N00'34'42"W 33.31' ' - - - - - - PROPOSED UTILITY EASEMENT
50.00, - - - - - - PERMANENT POND DRAINAGE EASEMENT
S89'24'00'W - - - - - PROPOSED WATER, SEWER OR
539.14' R/W EIR STORM DRAINAGE EASEMENT
DISC
U.S. HWY 401
CALL
BEFORE YOU DIGI
Digs Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
TITLE REFERENCES
DB 782 PG 237
DB 731 PG 661
DB 742 PG 738
DB 782 PG 249
PC 3 SLIDE 3-56 MAP 002
* HOKE COUNTY REGISTRY *
IV
E C4 �8
cm'
'V-'
0
dcc
0
°1
c_
c
• :E aL .o
Z-c
Vc
a a
E m
L
m
m
c
m�
a
9
a
CO
_c
m
-
Q"
N
Ja
-0
C�
0
L;
E
Z
Z:3
ri
D
0
J
0J
J d.
0
DATE: AUG., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: JEH
SCALE: 1 "=100'
SCALE: 1" = toot
loot 0 50' loot 200' SHEET NO.
C-2

REVISIONS
DESCRIPTION DATE7 BY
56
\°
ra \ 8\ \ as3
253 -- - -
56 --�—
------� 5' CONCRETE \
5
_ A
�� , � � - SIDEWALK (TYP.) /
\`��y i \� V' �\ _ _ A
N
79
249-\ \\\\\\ 55 \ \\\ \
2 RBROLLED \ „y
ii \ v�� G��\ 84- - �Su 'p��\w\
/ // i \ o G\� - A V\ 61
50,
1
\\
252
I, �\
.:
$0�
PROPOSED 20'
DRAINAGE EASEMENT ss• \ \%
dj 92
(( C. jLn 83230.0 \ 53 \
of 1 3 1 +VAV\�A
Lo
PROPOSED 20' NI \\ V\ V '\\� PROPOSED 20 _ __ yA ySS•� A \
SANITARY SEWER \ \ \\`\ � \ DRAINAGE EASEMENT / \ 9 52
EASEMENT 1 \ \Q\ Q \
V % / V� .� PROPOSED 20
v j I I \ \ \\ \ \ 82 8 / \\\ "\ 1 \ \ 251 - 1DRAINAGE EASEMENT
\ 1
\ V ��� 6 -� / / +
1 50.0 \\\�A 9 \ +�\� `V-�A� ��� ���\
1
N v 230.0 �� 3 V 51 C.
+ \\ \y V� N Jt$1 ��� ,_--111 FOREBAY -
�\ j I o ,o \\ \\�\\� �41\, _ \�. \� Y` ,il\ SURFACE AREA AT I ` rn / �o
i �I�w +V` PERMANENT POOL
33,432 S.F.
BOTTOM OF LATORAL SHELF
ELEV. 245.00' ° ��� S\� 4\Z ",�
10' WIDE LATORAL SHELF 2 +�' \ ����� A\\v`\11.��
AT 10:1 SLOPE (TYP.) \\\\ r�\ -- 1
- - _ o \
\\\ \\ II; I I i1 , 2 �. 47
I -WET DETENTION POND - -- — —Co
\,
230.0' L----- I I' 0 234.0' I rn v \50
+ SURFACE AREA AT PERMANENT rnllry� + 12+corn \ -!
POOL = 104,944 S.F. 1 rs N�!
SURFACE AREA AT TEMPORARY 230.0' 23+'0 I I °'11+00 ryg�
I I I POOL = 160,772 S.F. rnl
TOP OF LATORAL SHELF + PERMANENT POOL t0+0 "B
ti" �° II�IIII I� TOPELE246.00' o' ELEV. 245.50' 2as,� "'� SEE SECTION i A \
+ I \ �__-- ----_ - 230 _ ----_ -- --_-_- i Ii IK455 + I SHEET C-18
\ + I II 1 ICI
FES-El I \ \ \ -- —_ —: -- --- --- -.. - _ --- \;i; /; ;,; ;i 10 WIDE WEIR 49 I 48
INV. 246.00' 1 \` ' \.\\\�\,, -- - r i --- -- - — - _ . -- - -- - 245.50
--
� I
- --240 38
----- -- - --- - --- i '. q y
S p" I � � `�� i PROPOSED PERMANENT
0.82 9.
DRAINAGE EASEMENT
1 \a V��\�� - �589`2fi'D1'"W- - 245 -- ---- - •� � � '�� 234.0' � ,�� -,p`5,9, -
i 245. 246 24546.5'+� �11�.`,� + tc (TYP.)
9
0'2
4w
.
0500+ 84.030"E 1 3• 10' 10,.E
/ i \ +250-0,---250 - - 0 , gp��-_- \/ \ _. _ _ 71.26
---------- - ,n �i -S8 07369�2 W ro - + 187.14 50.00
(A Ld 242 LF 18" RCP 40' WIDE EMERGENCY `r�i W°
PROPOSED 16 WIDE w w I� n *- � 250.0'+
ACCESS GATE - o 0 0-RING GASKET PIPE SPILLWAY ® 10% Do
REFERENCE 0- a Ni 0 0.23% SLOPE ELEV. 248.50' S89'25'03"W
REFERENCE SHEET D-6 p� ,Qj, l CLASS "B" RIPRAP 350.62 I
CONTRACTOR SHALL
GRADE A 10'x10' -- a -J 18" THICK x 12" HIGH ' ,
If
SQUARE AREA FLAT TO 60 [PROPOSED 4' HIGH 1
ENSURE PROPER 50 LF 18" RCP O-RING GASKET PIPE
3 x3 PRECAST CONCRETE CHAIN LINK FENCE (TYP.)
OPENING OF GATES INSIDE DIMENSION NON -PERFORATED ® 0.00% SLOPE REFERENCE SHEET D-6
RISER
( ) SHALL BE USED FOR THE FIRST 50
TOP ELEV. 248.00' LF OF BARREL THRU THE DAM rr
BOT. ELEV. 243.50' /
TO BE FILLED WITH CONCRETE PROPOSED 20'
UP TO ELEV. 245.50' _ DRAINAGE EASEMENT
� r
JB-E2 In
RIM ELEV. 250.00' m
m
INV. 245.50' /
2r� o CONTRACTOR SHALL PLACE 18" FUTURE
0 N COVER ON TOP OF THE OUTLET DEVELOPMENT
N Z N PIPE - 20' WIDE ;
N
D Ri j
N
D
l
249 r ° 274 LF 18" PERFORATED RCP
BARREL ® 0.00% SLOPE
I � INV. AT RISER ELEV. 245.50'
PUMP STATION FES -BARREL °D o INV. OUT 245.50' / PROPOSED 20'
PIPE SHALL BE LAID WITH
CLASS "A" RIPRAP PERFORATIONS ON THE BOTTOM WATER LINE
COUNTY OF HOKE
DB 486 PG 630 VELOCITY DISSIPATOR HALF OF THE PIPE. INSTALL PER / EASEMENT
6'Lx5'W1x4'W2x9 THK. MANUFACTURERS SPECIFICATIONS
REFERENCE SHEET D-7 FOR
EIR CHANNEL TRENCH DETAIL -
SLOPE : 1.0%
BOT. WIDTH : 0
SIDE SLOPES : 4:1
LINER : CLASS "A" RIPRAP S89'24'00W R/W
9" THICK x 18" HIGH 2O.00 _ Disc
EIR - - -- -
EIR - 248 - EIR - - - - —
245 + 246
244 _ o
- 246 - - 247
246 - -
250 - -
ss ,. +n-4+3.,.. -.. i _. .. v,w .,... ....., <.;..,. .......+. -.a..:.......a...a..: ... e _.,.a e+a. w...,"-m_ ...,. ,,xwb&•a.. cyy aysMs.wltu-nM:.. _..ilw3. L'�r. _- _ ..
FINAL DRAWINGS
LEGEND
EIR O
EXISTING IRON ROD
0
EXISTING CONCRETE MONUMENT
- 265
EXISTING CONTOUR
266
PROPOSED
CONTOUR
PROPOSED
STORM DRAINAGE
- - -
PROPOSED
STORM DRAINAGE EASEMENT
®
PROPOSED
CURB INLET
OD
PROPOSED
JUNCTION BOX
_-_
PERMANENT
POND DRAINAGE EASEMENT
I
PROPOSED
SIDEWALK
— - —
PROPOSED
RIGHT OF WAY
-
PROPOSED
EASEMENT
x
PROPOSED
CHAIN LINK FENCE
SCALE: 1" = 40'
40' 0 20' 40' 80,
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CONSTRUCTION MUST BE REMOVED,
EROSION FEATURES MUST BE REPAIRED, SKIMMERS REMOVED FROM THE RISER,
WATER QUALITY DRAWDOWN ORIFICE INSTALLED AND THE VEGETATED SHELF MUST BE
RESTORED, BEFORE OPERATION AS A STORMWATER BMP BEGINS.
NOTE:
THE CONTRACTOR SHALL ENSURE THAT THE POND
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR.
THIS MAY BE ACCOMPLISHED BY RE —DISTRIBUTING
EXISTING CLAYS OR USING BORROW CLAY AS
NECESSARY AS DIRECTED BY THE GEOTECHNICAL
ENGINEER.
THE CONTRACTOR SHALL HAVE A NC LICENSED
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF
0.01 IN/HR INFILTRATION PRIOR TO CONVERTING
THE EXCAVATED AREA FROM A SEDIMENT BASIN TO
A PERMANENT WET DETENTION BASIN. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE MAINTAINED A
PERMANENT LINER WILL NEED TO BE INSTALLED. IF
A LINER IS USED, THE SOIL MUST BE TESTED FOR
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
CALL
BEFORE YOU DIGI
DigSafely.
1-800-02-4949
NORTH C .ROLINA ONE -CALL CENTER
N a^'N pE
+_j m N
G
06 Q o
0
V) G •vLLm
r- *a 0
cn _ C m
Qa� U
IL W
c
U `
m
m mo
m_
c �
:3 6 `� a
.i m -
N
Q
0 lz
G
0
O
m a
� Z
Cl) J
/ 0
0 a
v
Z_
o:
0
Q z
J Z)
WW
Y
W
U
a
DATE: AUG., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: JEH
SCALE: 1 "=40'
SHEET NO.
C-17
OF.

REVISIONS
m
255
N
W
m
7)
FINAL DRAWINGS
00
3
<t
W O
NN
ItoI 255
--- --
�Z
in Lo�,I
04 �I i
EXISTING GRADE cn j o
10' WIDE SHELF 10' TOP OF DAM WIDTH � i o
10:1 SLOPE
250 4(Y
TOP OF DAM 250.00' Z j 250
_ _ _ - TOP OF RISER/PROVIDED TEMP. POOL 241 EMERGENCY SPILLWAY 248.50'
S.H.W.T. ELEV. 246,10' REO'D TEMP. POOL 245.87' --- "--'-----'---
"'^-- 245 274 LF 18 PERFORATED RCP ® 0.00% 245
--
PERM. POOL/INV. OF BARREL 245.50'
BOT. OF RISER 243.50'
50 LF 18" RCP 0-RING GASKET
/ NON -PERFORATED PIPE SHALL BE 6'Lx5'Wtx4'W2x9"THK.
/ USED FOR THE FIRST 50 LF CLASS "A" RIPRAP -H
240 / OF BARREL THRU THE DAM. VELOCITX DISSIPATOR `* 240
\ \ CHANNIEEL STABILIZATION
N
l" " Q1
\ CLASS A RIRPAP c�
i
TO BE FILLED SEE P' NS
POND 3 / WITH CONCRETE ._ c311 W
235 1 UP TO ELEV. 245.50' j 235
- -
_
I ! I
(L'.;PROPOSED GRADE I 23O
230 BOT OF POND 230.00 '
of 001
N� M N�
I
10+00 11+00 12+00 13+00 14+00 15+00
SECTION A
ZbU
MMn%llnCn TC\In 'nnnl n A 0
S.H.W.T. ELEV. 246.10'
245
Q
3:1 SLOPE
-PERM. POOL 245:50' -
2 2 r Exec
�1
240
3
'D.TEMP. POOL
1F'
POND 1 FOREBAY
235
p
13+00 14+00
SECTION B
55
M
45
3N
35
i
I
i
30
i
5'
2 5' VERTICAL
SCALE: 1' = 5
-i
0
HORIZONTAL
SCALE: 1" = 50'
50, 0 25' 50' 100'
w
wz
C� O
Q a
Qcc
�F-
wz
O
Q-
� U
W
O
I-
DATE AUG., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: JEH
SCALE: AS SHOWN
SHEET NO.
C-18
��Aa avr:�a:.au:x4-Jbis..iLw � :.:..+iY.: •• r

LOSA
/ 20
/ LOCS CHGL
32 30
+ .�
21
� .°0000
S
I; as
CHG .
3
VS
o` 28
KOVI
SACR
32
SCvs
27
KOVI
59
REVISIONS
SYM. DESCRIPTION DATE BY
+ \
REQUIRED
\ ° • ° SHELF PLANTING
+ CONTROL ELEV. FINAL
D RAW I N G S
OVI
SACR 4' .• ° ,
\ <
20
5 5'
20SA ��•� +\ � \ SHALLOW LAND O SHALLOW WATER
1 °
K VI '` \ SHELF AREA
21
IRVA \ N ♦
40
POND PERIMETER PLANTING (SHELF AREA) _
♦ /�/ SECTION NOT TO SCALE
SGLA
32
CHGL
38
S VS �� x
82
LOS \
35 °
°
U
PLANT SCHEDULE
SHALLOW LAND — —
KEY
I QTY
IBOTANICAL NAME
COMMON NAME
SIZE
SPACING
HERBACEOUS PLANTS
CHGL
1 380
lChelone glabra
White Turtlehead
bare root
18" o.c.
KOVI
1 312
1 Kosteletzkya virginica
Seashore Mallow
quart
18" o.c.
LOCS
1 364
ILobelia cardinalis
Cardinal Flower
bare root
18" o.c.
LOSA
1 513
ILobelia siphilitica
Great Blue Lobelia
bare root
18" o.c.
SHALLOW WATER - - - — --
HERBACEOUS PLANTS
IRVA
597
1 Iris virginica
Blue Flag Iris
bare root
18" o.c.
SGLA
577
Sagittaria latifolia
Duck Potato
bare root
18" o.c.
SACR
420
1 Saururus cernuus
Lizard's Tail
bare root
18" O.C.
SCVS
587
ISchoenoplectus tabernaemontani
Soft Stem Bulrush
bare root
18" o.c.
TOTAL 3750
O
PLANT AND LANDSCAPE REQUIREMENTS:
LANDSCAPE LEGEND:
\, ,
\ SECTION 10.3.7
SHALLOW LAND
SHALLOW WATER
LOCS
MINIMUM OF 50 PLANTS/200 SF OF SHELF
AREA
34
K VI.
30
`� TOTAL SHELF AREA: 15,027 SF
\.
CHELONE GLABRA CHGL
(CHGL)
IRIS VIRGINICA IRVA
� (IRVA)
SG
LOS
25
x 15,027 SF/200 SF = 75 X 50 PLANTS
.,....
LOBELIA CARDINALIS (LOCS)
SAGITTARIA LATIFOLIA (SGLA)
60
SACR
`
28
` \ TOTAL: 3,750 PLANTS
LOBELIA SIPHILITICA (LOSA) SAURURUS CERNUUS (SACR)
LOSA
SGLA
/
• `,
47
53
`
`
\
KOSTELETZKYA VIRGINICA
(KOVI) oo�000000 SCHOENOPLECTUS TABERNAEMONTANI (SCVS)
SACR
\
+ \
54
\
:::•.
'
CGL
,
TO
LANDSCAPING NOTES:
CHGL
A.
67
�- k� A
_ — —`
1. THIS PLAN FOR PLANTING LOCATIONS ONLY.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
"
;
IRVA
. \
` IRVA\x
-
PLANT MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS
53
`.,
° °a o �\
35.
PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS
vA.
°°
%
FREE CONDITION,
NDITIO , THROUGHOUT THE TWO-YEAR GUARANTEE
G
_a
°°° ♦,
�
LOOS
�
PERIOD
°
LOOS
°°
36'- _ k
_max
x '�--'— SCV S
CH '
°
SCVS
O
29
�'A �'--
44
35:
3 PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET
21
�
� LOCS --
- -
_ -SG�
OR OUTLET DEVICE.
.,;
SGLA
63
Cam'
'
.,
- �-
�. ..
_ �- -�-
� OSA
57
-
_
a low
,
LO4.
CENTIPEDEA S T BE PLANT AT TOP OF BERMS AND
VS
♦
_ _
.�
EXTERIOR SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE
LOCS
o `
°°°
-- _
awn �...
_�-
° °
SLOPES.
230
'
-'�
•.••••
- - -
SIZES I N
SPECIFIED ED I THE PLANT SCHEDULE ARE MINIMUM
.,
SGLA -
°°
°°°°°°°°
- -
SIZES TO WHICHTHE PLANTS ARE TO BE JUDGED. FAILURE TO
41
° °
°
- --
LOCS
,'
MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN REJECTION
SACR
sC - ---
_-
- SGLA
20
\
OF THAT PLANT.
'
SACR
.. _ _
SCVS
--
A CR
IR
\ ,
-- - - 4
-
96
45
6 ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,
35
_
_
--
- -
- _ IRVA
!R35
-
VIGOR
VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EG S
EGGS,
KOVI
-
'.
_.
\, '
AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
37
__-
_
7 ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY,
WROOTED PLANTS AND IN THE
sCvs
- _
— - - _
CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL
'
46
_--`�
HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY
_ ` f J-
i LOSS
GROWING CONDITION.
1.
LOSA
41'
8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT
38
SAC
LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL
32
REQUIREMENT FOR THE VARIETY PER THE AMERICAN STANDARD
DETENTION POND LOT
KOVI
j
FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE
SACR
PERMANENT DRAINAGE EASEMENT
24 !,
;_�'
AMERICAN ASSOCIATION OF NURSERYMEN (AAN).
38
9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE
1I
IMPROVEMENTS, INCLUDING SEEDING FOR TWO FULL YEARS AS
REQUIRED BY NCDENR. CONTRACTOR MUST CONTACT OWNER AT
`�
LEAST 10 WORKING DAY A
SIN ADVANCE TO SCHEDULE
`<
3 O
_- _ ____ __ - _ __ _
_ ___ i
I
ACCEPTANCE INSPEC110N(S). CONTRACTOR MUST REPLACE ALL
` __ __-- - --- _
. _._ - _ _-
DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
SCALE: 1" = 20'
20' D 10' 20' 40'
CALL
BEFORE YOU DIG!
7
Dig;Safely.
1-800-02-4949
NORTH CAROLINA ONE -CALL CENTER
N
z°
0)
a rr--b N E
+j
M
m
" N f3
�m
.—
a
e c
c
E
N
Z—c
t
F
`
IL iA
m
U
L
m
co
o�
.FM
-C
m
_a
p
E
W
3
Z
LU
E Z
V
Z CD
Z
� (L
LU
ii)
Z
cf. J
0
DATE: AUG., 2011
DESIGNED: JWS
DRAWN: JWS
CHECKED: REK
SCALE: 1 "=20'
SHEET NO.
L-1
U
4
I
h

4'
I REVISIONS
SYM. I I DESCRIPTION
INSPECTION AND MAINTENANCE PROVISIONS
BMP ELEMENT
POTENTIAL PROBLEM
HOW TO REMEDIATE THE PROBLEM
THE ENTIRE BMP
TRASH/DEBRIS IS PRESENT.
REMOVE THE TRASH/DEBRIS.
THE PERIMETER OF
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
THE WET DETENTION
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
BASIN
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE-
TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR
MAINTAIN VEGETATION AT A HEIGHT OF
TOO LONG.
APPROXIMATELY SIX INCHES.
THE INLET DEVICE:
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
PIPE OR SWALE
ENT OFF -SITE.
THE PIPE IS CRACKED OR
CE THE PIPE.
OTHERWISE DAMAGED.
rREGRALDE
EROSION IS OCCURRING IN THE
THE SWALE IF NECESSARY TO
SWALE.
H IT OVER AND PROVIDE EROSION
OL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
THE FOREBAY
SEDIMENT HAS ACCUMULATED TO
A DEPTH GREATER THAN THE
SEARCH FOR THE SOURCE OF THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN DEPTH FOR
POSSIBLE. REMOVE THE SEDIMENT AND
SEDIMENT STORAGE.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION PROTECTION
SUCH AS REINFORCED TURF MATTING OR
RIPRAP IF NEEDED TO PREVENT FUTURE
EROSION PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
1HE VEGETATED
SHELF
BEST PROFESSIONAL PRACTICES
SHOW THAT PRUNING IS NEEDED
PRUNE: ACCORDING TO BEST PROFESSIONAL
PRACTICES.
TO MAINTAIN OPTIMAL PLANT
HEALTH.
PLANTS ARE DEAD, DISEADED OR
DYING.
DETERMINE THE SOURCE OF THE
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND REPLACE
PLANTS. PROVIDE A ONE-TIME FERTILIZER
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS
NECESSARY.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE MAIN TREATMENT
AREA
SEDIMENT HAS ACCUMULATED TO
A DEPTH GREATER THAT THE
ORIGINAL DESIGN SEDIMENT
STORAGE DEPTH.
SEARCH FOR THE SOURCE OF THE
SEDIMENT AND REMEDY THE PROBLEM IF
POSSIBLE. REMOVE THE SEDIMENT AND
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
ALGAL GROWTH COVERS OVER
50% OF THE AREA.
CONSULT A PROFESSIONAL TO REMOVE
AND CONTROL THE ALGAL GROWTH.
CATTAILS, PHRAGMITES OR OTHER
INVASIVE PLANTS COVER 50% OF
REMOVE THE PLANTS BY WIPING THEM
WITH PESTICIDE (DO NOT SPRAY).
THE BASIN SURFACE.
THE EMBANKMENT
SHRUBS HAVE STARTED TO GROW
REMOVE SHRUBS IMMEDIATELY.
ON THE EMBANKMENT.
EVIDENCE OF MUSKRAT OR
BEAVER ACTIVITY IS PRESENT.
USE TRAPS 10 REMOVE MUSKRATS AND
CONSULT A PROFESSIONAL TO REMOVE
BEAVERS.
A TREE HAS STARTED TO GROW
ON THE EMBANKMENT.
CONSULT A DAM SFETY SPECIALIST TO
REMOVE THE TREE.
AN ANNUAL INSPECTION BY AN
MAKE ALL NEEDED REPAIRS.
APPROPRIATE PROFESSIONAL
SHOWS THAT THE EMBANKMENT
NEEDS REPAIR.
THE OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE. DISPOSE
OF THE SEDIMENT OFF -SITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET DEVICE.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
DAMAGE HAVE OCCURRED AT THE
OUTLET.
CONTACT THE NC DIVISION OF WATER
QUALITY WASHINGTON REGIONAL OFFICE, OR
THE 401 OVERSIGHT UNIT, 919-733-1786.
OUTLET
RISER - -
6" PVC PIPE
STUBBED INTO
OUTLET RISER
6" PVC PLUG
SCREW TYPE
- Q TEMPORARY POOL EL. 248.00'
TEMPORARY
6" PVC POOL
TEE:
PERMANENT POOL EL. 245.50'
PERMANENT
POOL
6" PVC CAP WITH
3" DRAW DOWN
HOLE DRILLED INTO
THE BOTTOM
STRUCTURAL
WITH 6" SQUARE OPENINGS
TRASH RACK DETAIL
NOT TO SCALE
NOTE:
STORMWATER PONDS ARE TO BE CONSTRUCTED FOR USE
AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION.
ONCE CONSTRUCTION IS COMPLETED THE TEMPORARY
SEDIMENT BASIN IS TO BE CLEANED UP -AND SHAPED
PRIOR TO BE USED AS A STORMWATER POND.
PERMANENT POOL AREA (PFB)
TEMPORARY POOL AREA (TPA)
FOREBAY
FINAL DRAWINGS
MAINTENANCE:
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESIABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY
IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD 13E FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISF THE PLANTS ON THE VEGETATED
SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN TH DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPE T THE EMBANKMENT.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM ENT GREATER THAN 1.0 INCHES.
RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLI.OWS. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
I
- - - -- -
-
I
I
I
i
I
---- - - - - - - - -
I
I
I
- - - - - - - - - -- - - -
I
I
I
I
I
I
I
' I
I , I
w I �
� I I
� I
TEMP. POOL STORAGE (TPS)
POOL (PP)
I BOTTOM OF SHELF
PERMANENT POOL AREA (PPA)
I I I I
TOP OF SHELF
I
TEMPORARY POOL AREA (TPA)
I I
IL - - - - ---- - - - - - - - - --
- ------ -- --
V__
TOP OF FOREBAY (TOT) \ 3
1
FOREBAY
MAIN POND
TEMP. POOL STORAGE (TPS)
TOP OF SHELF (TOS)
PERMANENT POOL (PP)
BOTTOM OF SHELF (BOS)
t SEDIMENT STORAGE (SS) .
--- BOTTOO OF FOREBAY (BOF) BOTTOM OF POND (BOP)—
TRASH RACK
DRAW
DOWN ORIFICE-\
1ri7»L.m
POOL---------
POOL
SEDIMENT STORAGE
MAIN POND
3'x3'
4'x4'
.50
ANTI -FLOTATION
TO BE FILLED
WITH CONCRETE
10' TOP
OF DAM
w
0
N
ST CONCRETE RISER
)E DIMENSION
10' TOP
OF DAM TOP OF DAM (TOD)
-_�_� TOP OF SPILLWAY 24
STORMWATER MANAGEMENT PONDS SCHEDULE
FOREBAY DIMENSIONS
POND DIMENSIONS
(TOT) ELEV.
(BOF) ELEV.
(SS) ELEV.
(PFB) AREA
WEIR LENGTH
(BOP) ELEV.
(SS) ELEV.
(PP) ELEV.
(TP5) ELEV.
(BOS) ELEV.
(TUS) ELEV.
(TOD) ELEV.
(PPA) AREA
(TPA
AREA
246.50'
234.00'
235.00'
33,432 SF
10'
230.00'
23"1.00'
245.50'
248.00'
245.00'
246.00'
250.00'
104,944 SF
138,
76 SF
18" OUTLET BARREL
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
TYPICAL STORMWATER
MANAGEMENT
POND DETAIL
NOT TO SCALE
in
c
$t--N E
ECN
�--,
m
(�
. _
'A
m
c m
c Q ,-•
U
-
iS
IL 3
cn
rn
c
o
ofa:a
N
c
Z-i
V)
m
-
tp
d a
`-°
U
L_
m
ro
c
m
o
ao
t
m
_a
co
N
O
E
s
c
DATE:
AUG., 2011
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
JEH
SCALE:
AS SHOWN
SHEET NO.
D-12
OF;

1 /
1 /
/ 17
16 /
i I EIS EIR / 15
COBBLE RIDGE
SL 388 MAP 001
LEG7END
EIR O
EXISTING IRON ROD
EIS O
EXISTING IRON STAKE
PROPERTY BOUNDARY
-- --265- -
EXISTING CONTOUR
266
PROPOSED CONTOUR
--
PROPOSED STORM DRAINAGE
- — - -
PROPOSED DITCH
ME
PROPOSED CURB INLET
OD
PROPOSED JUNCTION BOX
-------
PERMANENT POND DRAINAGE EASEMENT
PROPOSED SIDEWALK
— - - —
PROPOSEED RIGHT OF WAY
- -
PROPOSED WATER, SEWER OR
STORM DRAINAGE EASEMENT
253.25
PROPOSED SPOT ELEVATION
PROPOSED 20' STORM f �� 14 �—PROPOSED 20' STORM
I \ DRAINAGE EASEMENT , DRAINAGE EASEMENT
/ `
-EIR � 13 REFERENCE SHEET C-11
33 2255I \
STEVEN M. LANGMACK %18 19 ��� EIR) g 36" 12
DB 494 PG 419 Al PROPOSED 20' STORM
.� 20 � 30
A5 _ DRAINAGE EASEMENT
17 2, s 2 h2s4 A3 253.50 1 1
N �\` A4� Al AA- EIR \ 10 / QUAIL HOLLOW WEST
nz\ 30 / PC 2 SL 2-85
n� 78 �`a 2 �57 4 - 0 / MAP 008
\ 3.5
6
24 15 n 78 25 / 29 PROPOSED 20' STORM
EIR s IR DRAINAGE EASEMENT
s 4 - l 1 1 2 REFERENCE SHEET C-11
All
REFERENCE SHEET C-6JFV1
EIR ry� 13� 7 2s� t2" A 7 28
FOR ENTRANCE CULVERT � �I ti5° ��12 ���$2sa255 502� 36 /C'/Rnz/A24 29 ss254.50 17
7 iy55 /�50 / L , /
g /� 71 eUC RA�za> ' / EIR
25 , / F -N ' ` �\ 16
_ s
ty I
9 Al4 7 ^i <, N� 70 7s^ -2sa 32
DATE
ESTIMATED EARTHWORK COMPUTATIONS:
Topsoil Stockpile
Topsoil Depth - 6" in wooded area 0.67 fl
Site 27,379 cy
Usable (30h) 6214 cy
Sumed/Romoved (70%) 19165 cy
Earthwork
Fill Adrstment
t 59a
Cut
Fill
Site including Pond
94,200 cy
115,436 cy
Strippedgrade to Subgrade
Usable Topsoil (30%)
6214 cy
Existing Grade to
102,414 cy
115,436 cy
Finshed Grade
Total Earthwork
115436 cy 7771
102,414 cy
Net
1
-13022 cy
EARTHWORK QUANTITIES SHOWN
ARE ESTIMATED
QUANTITIES ONLY.
THE CONTRACTOR SHALL MAKE HIS OWN
INVESTIGATION REGARDING
THE AMOUNT OF GRADING,
EARTHWORK,
ETC... REQUIRED FOR THE
PROJECT. ANY WORK ASSOCIATED
WITH GRADING AND MOVING SOILS
IN ANY MANNER SHALL BE
CONSIDERED
AS PART OF THE LUMP
SUM BID PRICE FOR THIS
PROJECT.
10'x70' SIGHT � _ -�_ ram=.TRIANGLE �� A,s 4n 1 A ! Q�~. 25 / s\
y 7g N �� 2 PROPOSED 20' STORM
" - tih a,8,� �� �,� 255.50 69 N ��\/-� 33 u 5 DRAINAGE EASEMENT
N" ' h \\ /�v / 68 / A28 B" REFERENCE SHEET C-11
Z,
(J L , o
,� s 1 5 � � s4 � i � MU � � � � �� � 72 �� � / �0 � 34 � _ / 14 �
I F 9 93 so p y'y T l/l / �, 67 25 w' �� ` 2s / - I R
O&C/C S%Rc �� f' I l l 66 A3o/ e° 2s EIR
N' __ k--- - G 25 2$
92 R/w Ej / ��v 73 25s.2s / �� ti i 36 r' 253 . 13
�� s74
/ 85
vu
.- ggV'� 75 i 64 �� 5 37 �s 39 EIS
I PROPOSED 20' STORM �A�t�.- N
r- v DRAINAGE EASEMENT �1g4, / 25 e ���� ti� r� / V ` Ba V LA
\ 77
d% h N v �" q rn �40
76 A33
58 62 V ^�—
�m� 86
Q a I ��0 s VG 5 (
J �. \ \ �. \R2 e�. 41 253.5�
jr D I ? x 5 \.' 0 \ 56 e„ \ / \ S P Pv
O
\ 6D
Y I� \\ t N
24cgti
s r \ 7s / 55 S
O ti� o �s�
o- � h
m I I I 84 4 �e�/S e,2 w ?Sz 61-�/y� 252-43 254.50
N N sue, A36 \ 54 L' /A
I I { 8 80 PROPOSE�2T
! E I \ 8 !, 20 STORM
TUTU R\
'N RAINAGPROPOSED 20' SANITARY � ' \ � -f%� rQB = D1 SEMENT
I I DEVELOPMENT SEWER EASEMENT v -/ 6
w PR POSED 20. STORM w '4
REFERENCE SHEET C-13 Q 0 52 o X/
RAINAG EASEMENT 3�. 25}, j / �
a�__i1252 81 ,E, PROPERTY
S
V 15 BOUNDARY (TYP.)
46
N
�/5 4 DETENTION POND L T
` JOSEPH P. RIDDLE, III
ti KMANENT DRAIN�E_ EASEMEN NI- DB 760 PG 297
PROPOSED 20' SANITARYI 48
SEWER EASEMENT N -- -$ '
_REFERENCE SHEF`T C-13
\- _— r --
_ 1 ,
I p 50' PRIVATE R/W
PARACLETE. DRIVE ,
I EIR EIR \ - - PROPOSED 20' STORM
PROPOSED 20' SANITARY I PROPOSED 50'
DRAINAGE EASEMENT
ACCESS EASEMENT
SEWER EASEMENT
REFERENCE SHEEP C-13 PROPOSED 20' WATER
i I LOT 1 I LOT 2 I I LOT 3 FUTURE PARACLETE REAL DEVELOPMENT LINE EASEMENT
EXISTING SEWER
I PARACLETE XP I ESTATE HOLDINGS, LLC REFERENCE SHEET C-14
PARACLETE REAL
ESTATE HOLDINGS, LLC I ?� i
SKYVENTURE, LLC DB 742 PG 738 a PUMP STATION /
DB 742 PG 738 I DB 782 PG 249 II COUNTY OF HOKE CONTRACTOR SHALL PLACE 18" '
DB 486 PG 630 COVER ON TOP OF THE OUTLET
EIR PIPE - 20' WIDE
I
2q& 7
b - - - - - - EIR - - -EIR _ _ — — Q IAI EIR - -
_ DISC _ ,
36"RCP i U.S. HWY 401
INV. IN OUT 24244.4
INV. OREFERENCE SHEETS C-16
3' THRU C-18 FOR BARREL
AND OUTLET CALL
BEFORE YOU DIGI
— _ — — — — - — — — — — DigSafely.
36"RCP 1-800-W2-4949
W/HEADWALL NORTH CAROLINA ONE -CALL CENTER
INV. IN 243.6'
WILLA M. LINDSAY
DB 365 PG 862
NOTES:
1. SEE USDA SOILS SURVEY AND REPORT FROM
SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOCIATES, INC.
DATED JUNE 3, 2011 FOR GENERAL INFORMATION RELATED
TO SOILS.
2. REFERENCE SHEETS C-15 AND C-16 FOR EROSION
i
cn c
Q)>,
gr--NE
t-$
+J
m
Cj
Cr
(�
j
m
U—
rA
L cc
O
%j
Of IL a
Vi
U)_
C
Z—t
-C �'
c
a
U`
L
m
c
mo
� �
s^
C
CL
-
Y L
C0
N
W
Q
c�
0
S
E
r$
c
Z
Q Z
ZJ
oa
,,W
V
Z
J
W
O
CONTROL MEASURES, SWALE LININGS, ETC... Z
3. REFERENCE SHEETS C-6 THRU C-14 FOR PLANS AND O
PROFILES OF STORM DRAINAGE AND UTILITIES. (0
0
m a
z
J
0
a
U
Z_
K
0 ?
Q Z
J U
W W
w
U
a
DATE: AUG., 2011
DESIGNED: TFW
DRAWN: TFW
CHECKED: JEH
SCALE: 1 "=100,
SCALE: 1" = 100'
100' 0 50' 100' 200' SHEET NO.
C-3
INV. OUT 249 5'