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TOPOGRAPHY
EcoScience Spei9ht Branch Interceptor
A division of !? Town of Cary
Wake County, North Carolina
JUN 2008 J
As Shown 1
Project No.:
05-236.01
Symbol Series H dric Status Taxonomy Drainage Class
AsC Applin fine sandy loam, 6-10% slopes Upland Typic Hapludults well-drained
A B Applin gravelly sandy loam, 2-6% slopes Upland Typic Hapludults well-drained
A C Applin gravelly sandy loam, 6-10% slopes Upland Typic Hapludults well-drained
ApD Applin sandy loam, 10-15% slopes Upland Typic Hapludults well-drained
CIE3 Cecil clay loam, 10-20% slopes, severe) eroded Upland T is Ha ludults well-drained
C B2 Cecil gravelly sandy loam, 2-6% slopes, eroded Upland Typic Hapludults well-drained
C C Cecil ravel) sand loam, 6-10% slopes Upland T is Ha ludults well-drained
C C2 Cecil gravelly sandy loam, 6-10% slopes, eroded Upland Typic Hapludults well-drained
CeD Cecil sandy loam, 10-15% slopes Upland Typic Hapludults well-drained
CeF CeF Cecil sandy loam, 15-45% slopes Upland Typic Hapludults well-drained
Cm Chewacla soils B Aquic Fluventic Dystrochrepts somewhat poorly drained
CgC2
gC
CeB2
CeD
CeD CgC2 Cgg2
CgB
IC CgC2
/n P CeF AnC9 AgB2
CeD
AgB
CeF
A
P CgC Cg B2
Cg B2 CeD CgC AgC2
e
ApC CgB AgC CgC2 g e
ApB e
Ap
Cg C2 CeD CgC
CgC2
CeD
CgC2
gB
c IE3
0 Project Study Area AgB2 AgC2
agc
Neuse Hydrology _
Ag B
1B3 CgC2 AsC N CgC
Wake County Soils cgc2
Hydric Class A ApD
Hydric Class B Agc cg62
0 Upland Soils
AgB 0 200 400 eC2 800
AsC m FFeet
Source: 2006 NAIPAeral Imagerr"y B2 As6 ApB cec2 1 inch equals 800 feet
g B2
Dwn By: CBy: FIGURE
WAKE COUNTY SOIL SURVEY Date Es
S ei ht Branch Interceptor Scale JUN 2008
:
EcoScience p9 2
?A division of Town of Cary As shown
ect No.
Wake County, North Carolina ESC Proj
05-236.01
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----- -- 1 { .
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rA7&vision Wake Count Soil Surve 1970 Plate 67
Dwn By: ICkl By: FIGURE
WAKE COUNTY SOIL SURVEY Date ES
Speight Branch Interceptor JUN 2008
Scale:
? Town of Cary No Scale 2 a
'"
ESC Project No.:
Wake County, North Carolina
05-236.01
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LOCATION MAP I
nc cunwm Q
INDEX OF SHEETS
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W
O
n
1E TITLE SHEET/ INDEX
2E PERMIT AREAS OVERVIEW
3A-3I PERMIT AREAS
WX1-WX2s WETLAND CROSS-SECTIONS
SX1-SX2s STREAM CROSS-SECTIONS
SPEIGHT BRANCH INTERCEPTOR
TOWN OF CARY
LOCATION: WAKE COUNTY
THE SITE IS LOCATED IN WAKE COUNTY
ALONG SPEIGHT BRANCH, EAST OF NC 1423,
WEST OF HOLLY SPRINGS ROAD AND JUST
SOUTH OF THE TOWN OF PINEY PLAINS.
TYPE OF WORK: NEW SEWER CONSTRUCTION
VICINITY MAP
AS SHOWN
r
ALIGNMENT LENGTH
3382.84 LN. FT.
CONSTRUCTION
LIMITS
1.82• ACRES
Prepored In the office of.
EcoScience Corporation
W xarneE Stt., SaOe w AL w m X33
RNel?lt, Marts=l*w 2X04 Aa: W = JW SEALt
NO REVISIONS DATE
Prepared for: DSN. eY= DwN. er: DKD, Sr:
MAF HJS
DATE-
MAR 2005
TOWN OF SHEET
CARY
NORTH CAROLINA
I f
/ j
CK r p'
s' ar,;
I PKWY
CONSTRUCTION
LIMI
Yom.
r ' ?0 L
fdLE IN FEET l
it ?y, JIN.
SillE
???I V?.:\ J r 11
16
1
1
:
:
i
100
43
EcoScience
T orporatio
Raleigh North Caroli
m
n
?o
ti _ wk3 ?
r
WX2
?? 111.1 ';`.?LIi
BEGIN ALIGNMENT
t + ?,-
200 0 200
SCALE IN FEET
LEGEND BUFFER ZONE 1
0.30 FT,
BUFFER ZONE 2
30.50 FT.
----- JURISDICTIONAL STREAM
JURISDICTIONAL WETLAND
CONSTRUCTION LIMITS
PROPOSED SEWER
- - - CENTERLINE
EXISTING UTILITY
EASEMENT
-ss- EXISTING SEWER LINE
PROPOSED SEWER LINE
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
INTERCEPTOR
WAKE COUNTY,
NORTH CAROLINA
TITLE-
PERMIT
AREAS
OWN BY, JDATE:
MAF MAR 2006
CKB BY, SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236.0
FIGURE
2
BUFFER ZONE 1 (0.30 FTI
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 (30.50 FT.
Q BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
JURISDICTIONAL WETLAND
TEMPORARY JURISDICTIONAL
WETLAND IMPACT
TEMPORARY JURISDICTIONAL
® WETLAND IMPACT
BUFFER ZONE 1
TEMPORARY JURISDICTIONAL
® WETLAND IMPACT
BUFFER ZONE 2
® JURISDICTIONAL WETLAND
PERMANENT IMPACT
JURISDICTIONAL WETLAND
Q PERMANENT IMPACT
BUFFER ZONE 1
JUR I SDqqC TONAL?-CIE TLAND
5?ERMANENT IMPACT
BUFFER ZONE 2
CONSTRUCTION LIMITS
_ _ _ _ PROPOSED SEWER
CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
PROPOSED SEWER LINE
J L GOLDSTEIN
--N CT.
7-d?3F
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BEGIN ALIGNMENT ? r ???
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r
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30 0 30
SCALE IN FEET
0 R1DfERL-Y---
_z
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p
OX,?JOpINNI ///
i? '71 I NV RIUVL KU
?, ? _008Zs _- ---
'? ? ? ? po act.
EcoScienc
C0fporatit
Raleigh, North Carol,
REVISIONS
CLIENT-
TOWN OF
CARY
NORTH CAROLINA
PROJECT-
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE,
PERMIT
AREA 1
OWN BY: DATE:
MAF FEB 2006
CKD BY- SCALE:
HJS AS SHOWN
ESC PROJECT NO.-
05.236.0
FIGURE
3A
i
%
1 /
r
C / ??
1
41*
414
?\ ? r''? ,•.• •' • •':. •,?S„/•,/,• X17`"7 •?• •,• j',;,• I I I ? . \\ \?
vvv
vvv
I s` 00ZFF A JURISDICTIONAL WETLAND
TEMPORARY JURISDICTIONA
j_--• V A / WETLAND IMPACT
• - TEMPORARY JURISDICTIONAL
WETLAND IMPACT
?___?, "•;, // // BUFFER ZONE I
r? , ••`'??? , ?' /// TEMPORARY JURISDICTIONAL
?I \
® WETLAND IMPACT
?n BUFFER ZONE 2
I QI---,, ® JURISDICTIONAL WETLAND
I I ` \ \ PERMANENT IMPACT
I JURISDICTIONAL WETLAND
I Q PERMANENT IMPACT
I I \ \ Rq p?E op BUFFER ZONE I
1 \ n 30 0 30 JURISDICTIONAL WETLAND
I ?? \ ® PERMANENT IMPACT
I SCALE IN FEET BUFFER ZONE 2
EcoScienc
CorpOf2tic
Raleigh, North Carob
REVISIONS
CLIENT-
TOWN OF
CARY
NORTH CAROLINA
PROJECT,
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE,
PERMIT
AREA 2
OWN BY: DATE:
MAF FEB 2006
CKD BY- SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236,0
FIGURE
3B
LEGEND
i
i
- - - BUFFER ZONE 1 10.30 FT, o
SITE ?4 ,,-
® BUFFER ZONE 1 IMPACT EcoScienc
10 000 ------ BUFFER ZONE 2 (30.50 FT.) CorPorati
4* BUFFER ZONE 2 IMPACT
,??? /???%/ `•c„?'' ------ JURISDICTIONAL STREAM Raleigh North Caroli
JURISDICTIONAL REVISIONS
'? / ?\ ?`•, STREAM IMPACT
\\? ?7'? ?'?'?'?s'?','' JURISDICTIONAL WETLAND
TEMPORARY JURISDICTIONAL
„'?, ? ??;?';???` WETLAND IMPACT 40 0
TEMPORARY JURISDICTIONAL
NOW OR FORMERLY 0?''0' Q WETLAND IMPACT
„ , BUFFER ZONE 1
MOSELEY, MARY -S SS-
7 SPRING HOLD TEMPORARY JURISDICT[ONA
ARY, NC, 27 WETLAND IMPACT
V BUFFER ZONE 2
/' '?'?i / i'/ 111 i ?`?? I , • ? ` -- -
JURISDICTIONAL
PERMANENT IMPACTETLAND CLIENT:
JURISDICTIONAL WETLAND
//?/ /1iv PERMANENT IMPACT TOWN OF
BUFFER ZONE 1
JURISDICTIONAL WETLAND CARY
® PERMANENT IMPACT
NORTH CAROLINA
BUFFER ZONE 2
CONSTRUCTION LIMITS PROJECT:
PROPOSED SEWER
a , CENTERLINE
EXISTING UTILITY SPEIGHT
/ EASEMENT BRANCH
/SS EXISTING SEWER LINE UTILITY
S S. / / ? PROPOSED SEWER LINE IMPROVEMENTS
?,' / / / ?? WAKE COUNTY,
NORTH CAROLINA
iii? , ?? / ?? 'J /, 1 ??'?? // TITLE,
PERMIT
d®W 0 FORMERLY ' AREAS
/ 3 and 4
FOIE RI GE ASSOCIATION/
Rl? B X 996'57
NC 27624-965/7
OWN BY: DATE:
MAF FEB 2006
CKO BY: SCALE:
HJS AS SHOWN
ESC PROJECT NC..
05.236.0
FIGURE
/
30 0 30
-- / ' / 3C
SCALE IN FEET
/ 4f
100 op
/
1/1 x 007 V2-
i
` _r---- Jn SITE #6
J \
--?
TE5
1 ?
/ ,gym
J
z 1 i 1 GIN
r'
SS -
Ln
U
SS-SS -SASS SSt-SSA SS-SSA SS--SS SStS SS-
!!?-
SS -S
- - - - - -------- ------ - - - - - - - -
1
- -? -
C
ASSSS SSSS -SS
----------- ? - - ------
1 .' .
1 .....
%
?1 '
\/334.00-
a J(,
JURISDICTIONAL WETLAND
TEMPORARY JURISDICTIONAL
pougum WETLAND IMPACT
TEMPORARY JURISDICTIONAL
® WETLAND IMPACT
BUFFER ZONE 1
TEMPORARY JURISDICTIONAL
® WETLAND IMPACT
BUFFER ZONE 2
JURISDICTIONAL WETLAND
® PERMANENT IMPACT
JURISDICTIONAL WETLAND
Q PERMANENT IMPACT
BUFFER ZONE 1
JURISDICTIONAL WETLAND
® PERMANENT IMPACT
BUFFER ZONE 2
116 WINL)
CARY, NC, 27
\ u \ 800
F 1 1 1
1
\ \ '> 6 DG TI (I
\ s 1 ox )
4f 4f
f /
f 1 4f
•
f ? / I
I f
r ? 1 r
i s % 1` `?
BUFFER ZONE 1 (0.30 FT.)
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 130.50 FT,
0 BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
CONSTRUCTION LIMITS
PROPOSED SEWER
CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
PROPOSED SEWER LINE
1 1
KATHY A
lo,
029
0001*
30 0 30
SCALE IN FEET
EcoScienc
Corporath
Raleigh, North Carol,
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE:
PERMIT
AREAS
5 and 6
OWN BY, DATE:
MAF FEB 2006
CKD BY: SCALE:
HJS AS SHOWN
ESC PROJECT NO.,
05.236.0
FIGURE
3D
DFVUVVIN U I \ cx.
3' GRIFFIN
EAST DR.
511-8993
-- ss ss ss
(
(
IL/JII-U`FJ1U
I
I I
I I
I ?
I
V
SS -SS
-•-.- wt '1.-•--
I
BUFFER ZONE 1 (0.30 FTI
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 (30.50 FTI
Q BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
` JURISDICTIONAL WETLAND
TEMPORARY JURISDICTION
WETLAND IMPACT
TEMPORARY JURISDICTION
WETLAND IMPACT
BUFFER ZONE 1
TEMPORARY JURISDICTION
WETLAND IMPACT
BUFFER ZONE 2
JURISDICTIONAL WETLAND
PERMANENT IMPACT
JURISDICTIONAL WETLAND
PERMANENT IMPACT
BUFFER ZONE 1
JURISDICTIONAL WETLAND
PERMANENT IMPACT
BUFFER ZONE 2
CONSTRUCTION LIMITS
PROPOSED SEWER
CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
PROPOSED SEWER LINE
J
r
I I
I
%
.?I r
`` B I I I `
.000I
I
,,,00I ?? \\ , ` ,
0I
NM
MIGUi'
--,-T-, L'--?
CARY,
/
/
/
30 0 30
SCALE IN FEET
EcoScienc
Corporatic
Raleigh, North Carol)
REVISIONS
CLIENT-
TOWN OF
CARY
NORTH CAROLINA
PROJECT-
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE,
PERMIT
AREA 3
OWN BY: DATE:
MAF FEB 2006
CKD BY- SCALE:
HJS AS SHOWN
ESC PROJECT NO.-
05.23610
FIGURE
3E
/
E
174 CCCYNTNgRR?FC`
C4 UNT q F
sr E
Y NC- 2jS?, CqN?
9;;'r2
SITE #7 `®
30 0 30 LE6ENQ
SCALE IN FEET JURISDICTIONAL WETLAND ® JURISDICTIONAL WETLAND
PERMANENT IMPACT
TEMPORARY JURISDICTIONAL
WETLAND IMPACT JURISDICTIONAL WETLAND
TEMPORARY JURISDICyIONA 0 PERMANENT IMPACT
WETLAND IMPACT BUFFER ZONE 1
BUFFER ZONE 1 JURISDICTIONAL WETLAND
mulmn
PERMANENT IMPACT
TEMPORARY JURISDJCTI AL
// \< ® WETLAND IMPACT / BUFFER ZONE 2
,? I s BUFFER ZONE 2
o' I'. I+ I Ir ,r ,r F, .V 1
8
% P41
00
I /
11 ,, ,?' •.'/ .'•,'' ,' r 1 .,•,'11','1°. ? ?,.
4000
?'??\ r', r', ? rr ,r ? ? ? / / / ? i -=rte
1
0 .0 0 4f
58
as I
\----
\,1
/ . 1
/'' /'' 1 ' 1'?'' /'/ ' 1 ' 1'' ??? ' \ 1 ' 1 / ' i ? 1'' 11' 1? 1 ' 1 ' /'' N' 1''
r r r, r r r I ? r, 1 r r ? r, r , r r I r ?, , r
/ 1 1 1 / 1 1 ' i'il' 1 ' /
r 1 I 1 1 I I p i1i / 1 1 I 1 I I' I r
§s I r r I r r r ? r f, i r I r r r I?r r r 1 r
-- BUFFER ZONE 1 (0.30 FT.) :/i i 1' ' ''?': 'R: /' ,
', I'. I ' \? 'IC'I , ' ?,?? ''• +'?.'~',
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 (30.50 FT11
Q BUFFER ZONE 2 IMPACT 1 , + ?.r?. „„+ \
------ JURISDICTIONAL STREAM
JURISDICTIONAL 1
STREAM IMPACT 1 1
CONSTRUCTION LIMITS
PROPOSED SEWER
CENTERLINE 1 ` h
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE , 1 1
PROPOSED SEWER LINE 1 1 1
EcoScienc
Corporatic
Raleigh, North Carol)
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE:
PERMIT
AREA 8
BWN BY: BATE:
MAF FEB 2006
CKO BY: SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236.0
FIGURE
3F
30 0 30
SCALE IN FEET
BUFFER ZONE 1 10.30 FTI
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 130.50 FTI
Q BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
JURISDICTIONAL WETLAND
TEMPORARY JURISDICTION
WETLAND IMPACT
TEMPORARY JURISDICTION
® WETLAND IMPACT
BUFFER ZONE 1
TEMPORARY JURISDICTION
® WETLAND IMPACT
BUFFER ZONE 2
® JURISDICTIONAL WETLAND
PERMANENT IMPACT
JURISDICTIONAL WETLAND
Q PERMANENT IMPACT
BUFFER ZONE 1
JURISDICTIONAL WETLAND
® PERMANENT IMPACT
BUFFER ZONE 2
CONSTRUCTION LIMITS
PROPOSED SEWER
- - - CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
PROPOSED SEWER LINE
!/??i" /mar 1"?. I I. / ?? /
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R.
y044
i
/
'j VV
ro
a?
F = SS_SS`
EcoScienc
Corporatit
Raleigh, North Carol,
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE,
PERMIT
AREA 6
OWN BY: ORTE:
MAF FEB 2006
CKO BY- SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236.0
FIGURE
3G
/4 z--
/ J
i
?? ` ?\ 1
? 1 `%\ \%\
%
ss SS---SS?S ?%
!
S
7 i
i
l
1
?q 0
R
S Y LJ'OX?kr 777JURISDICTIONAL WETLAND
% TEMPORARIMPACTSDICTIONA
WTLAND
?R ATjeUR ?` T
EMPORARY JURISDICTIONA
wer WETLAND IMPACT
BUFFER ZONE 1
TEMPORARY JURISDICTIONA
® WETLAND IMPACT
?? ` BUFFER ZONE 2
?? ` `\ ® JURISDICTIONAL WETLAND
?? ?` \ PERMANENT IMPACT
?? ` JURISDICTIONAL WETLAND
??? ?i Now BUFFEREZONEMI
?? ?i ROON?Y R Fir JURISDICTIONAL WETLAND
?? MiSy( ® PERMANENT IMPACT
? ?7 S 1 WE-/VD Y BUFFER ZONE 2
% y s ' '
N \ URN
` %\ \2?sll A?'
90,3
----------
-171 /??? /' \ y = ?, SS - J SITE #9
SS /
S
I . lift ? \ ?? : \
akS ??
In
- - - BUFFER ZONE 1 (0.30 FT.)
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 (30.50 FT,
Q BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
CONSTRUCTION LIMITS
PROPOSED SEWER
- - - CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
PROPOSED SEWER LINE
\ \ / \%
/ /
30 0 30 S T `?, `? / \\\ /\
SCALE IN FEET ?
ARSE ANIE c'*••?
r
EcoScienc
corporati(
Raleigh, North Carole
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE:
PERMIT
AREA 9
OWN BY: DATE:
MAF FEB 2006
CKD BY: SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236.0
FIGURE
3H
?? h
// /\\( \I
LEGEND
30 0 30
TEMPORARY JURISDICTION
nw 0 - - ? JURISDICTIONAL WETLAND ® WETLAND IMPACT
SCALE IN FEET TEMPORARY JURISDICTIONAL BUFFER ZONE 2
poopom WETLAND IMPACT ® JURISDICTIONAL WETLAND
?? - -
TEMPORARY JURISDICTIONAL PERMANENT IMPACT
} 40 i<903 _ ® WETLAND IMPACT JURISDICTIONAL WETLAND
??? BUFFER ZONE I 0 PERMANENT IMPACT
- BUFFER ZONE 1
ETLAND
S ` SS JURISDICTIONAL
000 O
PERMANENT IMPACT
Is.
III BUFFER ZONE 2
Ss N i
-I
?•? \SS --? ??. ? `????.,? I'l'l
'O
/ ,?^, •??,?,\, ? , SS cf) 356 o
ss,
% _ ?• f
?• ?\ V^ SSA'
N Ss
\ 1 ? S,
.?
\
/po
R(Y 80X OqF j`
i
gon
C 2 jsi,
- - - BUFFER ZONE 1 (0.30 FT.)
® BUFFER ZONE 1 IMPACT
------ BUFFER ZONE 2 (30.50 FT,
Q BUFFER ZONE 2 IMPACT
------ JURISDICTIONAL STREAM
JURISDICTIONAL
STREAM IMPACT
CONSTRUCTION LIMITS
PROPOSED SEWER
CENTERLINE
EXISTING UTILITY
EASEMENT
SS EXISTING SEWER LINE
IIIIIIIIIIIIIAIIIIIIIIIIII? PROPOSED SEWER LINE
Cf) ..000 -71
\
fr7
?'`? rr rr r n
?k 70) B u, ?? ?\ \` r?ry
RECKE _ vi?'q - l? ?! r r I I r r
Ns, 2N w°oo DR S1 .
r, 3
01I 7 -940
70S
OK /
'v Y
-r,
EcoScienc
Corporatit
Raleigh, North Carol,
REVISIONS
CLIENT-
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
UTILITY
IMPROVEMENTS
WAKE COUNTY,
NORTH CAROLINA
TITLE,
PERMIT
AREA 10
OWN BY- DATE-
MAF FEB 2006
CKO BY- SCPLE-
HJS AS SHOWN
ESC PROJECT NO.-
05.236.0
FIGURE
31
i+
0
<
d
N 100 YEAR FLOOD ELEVATION
(ASSUMED) REFERENCE LOCHMERE
PHASE 5 SANITARY SEWER MASTER
PLAN DATED 15 JULY 1964
?d
' R o
A??q z
• q J
3Ma??
II
II
326 1
RIP-RAP OVER J
FILTEF FABRIC FOR
EQUIPMENT CPOSSII
322
305 LF 30" DIP SS 01: 311
318 318
0+75 1+00 1+50 2+00
STREAM CROSS-SECTION 1
STA. 0-75-2.00
330
EQU -PP. MM .R00SS11NG 330
II
II
I I 500 LF 30" DIP SS 00.66%
326 326
-- m2T ----------
- ANTI SEEP
COL .AR
322 322
a o N N m
N a M a a a
7+00 7+50 8+00 8+50
STREAM CROSS-SECTION 3
STA. 7-00-8-50
STA 9+64
RIM 337.50 qq
INV CA 327.33 e i
0 f p ;
?
+
<CA t
t
J
(A I
I r
?
334 334
RIP-RAP OVER
FILTER FABRIL; FOR
EQUIPMENT CROSSING
330 X330
500 LF 30" DIP IS 00.8i%
II ??
326 326
322 322
m 7 n 0 n n m
n r1 n M n n Mnt
8+50 9+00 9+50 10+00
STREAM CROSS-SECTION 4
STA. 8.50-10.00
0
EcoScienc
corporatic
Raleigh, North Carob
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
INTERCEPTOR
WAKE COUNTY,
NORTH CAROLINA
TITLE:
STREAM
CROSS-SECTIONS
DWN BY: DATE:
MAF FEB 2006
CKO BY: SCALE:
HJS AS SHOWN
ESC PROJECT NO.i
05.236.0
FIGURE 11
SX1
4+50 5+00 5+50 6+00 6+25
STREAM CROSS-SECTION 2
STA. 4.50-6.25
KIM aJ9.0U
Do 8 >e>•P NV CA 32& 72
Z+++ iii
N ? ? Ii Ii Ii Ii
II D_ T
II
II
II
334 II ; ; 334
RIP-RAP OVER-
FILTER I I
FILTER FABRIC F31R I I
EQUIPMENT CROSSING IT
330 330
178 LF 30" DIP SS 00.7B1i
326. = \_ANII SEEP 326
COLLAR
m a m n m n n
n
16
M n n n M M M
? M n n M n n
10+00 10+50 11+00 11+50
STREAM CROSS-SECTION 5
STA. 10.00-11.50
ZN
' 100 YEAR FLOOD ELEVATION
f (ASSUMED) REFERENCE LOCHMERE
PHASE 5 SANITARY SEWER MASTER
PLAN DATED 15 JULY 1984
TER 1'ABRIC
UIPMENT CR
334
?_ _ _ .511 Lr .>t_ ---- - . @DAN ?leiq' -----------------------
330 _II-I---------
326
m
n
n o a
co co
n n
M n m m n n n
m N h m m
n n n n n
M n n n n m
of
n
n
12+00 12+50 13+00 13+50 14+00
STREAM CROSS-SECTION 6
STA. 12-00-14-00
331
33•
331
338
334
330
15+25 15+50 16+00 16+50 17+00
STREAM CROSS-SECTION 7
STA. 15.25-17.-00
7
PROP. MH 12 5' DIA PROP. MH 13
g STA 25+60 STA 27+05
RIM 351.00 2# RIM 352.70
ILL INV CA 338.70 ? Naga INV CA 343.28
yRRRI Lillis
•;99.
p*F 100 YEAR FLOOD ELEVATION
aaa ????
(ASSUMED) REFERENCE LOCHMER
PHASE 9 SANITARY SEWER MAS R
PLAN DATED 9 AUGUST 1985 350
II I
II I
II I
346 346
RIF-RAP OVER-1
I I FILTER FAERIC FOR
I I EQJIPMENT CROSSIVC
I I . ?1 I ,
342 _ M - 342
338 338
N m a a r m o 0
a a a a m m N N N
n n n n n n n n n
25+25 25+50 26+00 26+50 27+00 27+25
STREAM CROSS-SECTION 8
STA. 2525-27.25
0
EcoScienc
COfporati
Raleigh, North Caroli
REVISIONS
CLIENT:
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
INTERCEPTOR
WAKE COUNTY,
NORTH CAROLINA
TITLE:
STREAM
CROSS-SECTIONS
DWN BY: DATE:
MAF FEB 2006
CKD BY: SCALE:
HJS AS SHOWN
ESC PROJECT NO.:
05.236.0
FIGURE
SX2
100 YEAR FLOOD ELEVATION
(ASSUMED) REFERENCE LOCHMERE
PHASE 9 SANITARY SEWER MASTER
PLAN DATED 9 AUGUST 1985
342
' EcoScienc
331 EXISTING 331 336 336 Cor p or a ti
EXIST NG
329 334
329 334
GROUN D
DO<
DO<
DO<
327 327 332 332
325 325 330 330
)0
?
328 328
323 323
30 WER PI E
6
321 321 326 32 CLIENT:
10 0 10 20 30 40 50 60 70 80 90 100 110
SECTION 1 WETLAND CROSS
SECTION 3
WETLAND CROSS
-
-
STA. 0F75 STA. 6.50
333 EXISTING 333 337 37
GROUND INTERCEPTOR
331 331 335 35 WAKE COUNTY,
>04
?i
_
329 WITH ACKFIL
333 33
327 327
SE ER PI PE 331 331
W
EL V. .326 . 08 CROSS-SECTIONS
325 325 329 29
OWN BY- DATE:
323 323 327 27 MAF FEB 2006
CKB BY, SCALE:
HJS AS SHOWN
0 10 20 30 40 50 60 70 80 90 100 110 0 10 20 30 40 50 60 70 80 90 100 110 ESC PROJECT NO.:
05.236.0
WETLAND CROSS-SECTION 2 WETLAND CROSS-SECTION 4 FIGURE
STA. 4-00 STA. 9.50
WX1
GROUN
TRENC EXCA TION
W ITH V
ACKFIL
30 ' S ER PI E
EL V. ?321 1F?
. E W
0 10 20 30 40 50 60 70 80 9
0 1 Raleigh, North Carol"
WITH ACKFIL
EL V.?32 .66- ' S
00 1
?
? I
I
-
? ? TRENC
WITH EXCAV
ACKFIL TION
30'
-
\
I
I
TRENC EXCAV TION
EL V
EX STING
- f
TRENC
EXCAV
TIO
30' SE ER PI DE
.?331 .30_ W
REVISIONS
TOWN OF
CARY
NORTH CAROLINA
PROJECT:
SPEIGHT
BRANCH
NORTH CAROLINA
TITLE:
WETLAND
' EcoScienc
339 EXISTING 339 347 347
GROUND
EX STING
F C0Pp0 r2 ti
Raleigh, North Caroli
337 - 337 345 GR OUND 345
REVISIONS
F
335 - 335 343 - 343
TRENC EXCAV T10N
WITH ACKFIL
333 333 341 - ---- - -- - -- 341
?
EL •1
V. 33 .b0-
30' SE
WER P1
2E
339
331 331
WITH
ACKFIL 339
329 329 337 337
30-SEVER PI CLIENT,
EL V.•33 .46_
TOWN OF
0 10 20 30 40 50 60 70 80 90 100 110 0 10 20 30 40 50 60 70 80 90 100 110 CAR Y
NORTH CAROLINA
WETLAND CROSS-SECTION 5 WETLAND CROSS-SECTION 7 PROJECT-
STA. 1100 STA. 17-50
i
'
SPEIGHT
BRANCH
339 339 349 49 INTERCEPTOR
EXISTING
-
338 DROUND 338 34747
GROUN
i
WAKE COUNTY,
NORTH CAROLINA
337 - 37 345 -- -- -- - 45 nTLE:
TRENC EXCAV TION
35 343 WITH ACKFIL 43
335 WETLAND
SE ER PI E CROSS-SECTIONS
W
333 - I M 333 341 341
DOC 4 ? TRE
C EXCA ATIO
Poll N V N
WITH ACKFIL
339
39 OWN BY: DATE:
331 P
' 331 MAF FEB 2006
EL V.•"s"si .78 30
SE WER PI E
CKO BY.
SCALE:
HJS AS SHOWN
0 10 20 30 40 50 60 70 80 90 100 110 0 10 20 30 40 50 60 70 80 90 100 110 ESC PROJECT NO..
05.236.0
WETLAND CROSS-SECTION 6 WETLAND CROSS-SECTION 8 FIGURE
STA. 12.20 STA. 22.00
WX2 J