20201912 Ver 1_Pre-Filing Meeting Request_20201208

ID#* 20201912 Version* 1
Regional Office* Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 12/8/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
John D. Poetzsch
[e-mail]
Little Creek Ouffall Sewer Line Replacement
Town of Clayton
Johnston
Street Address
111 East Second street
Address Line 2
aty
Clayton
Fbstal / Zip Code
27520
Is this a transportation project?* r Yes r No
State / Province / Region
NC
Country
USA
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.

A 1,500 ft long 24-inch sanitary sewer outfall will replace an aging 18-
inch sanitary sewer outfall. In addition there is approximately 800 feet
of side branches. Of the total 2,300 feet of gravity sewer, 1,900 ft are
in maintained easements and 400 ft in newwork easements. The
existing 18-inch sewer will be replaced by the 24-inch sewer main
within or adjacent to the existing easement. Approximately 350 feet of
the new easement will require tree clearing. A small (2-3 ft wide)
unnamed tributary of Little Creek will be crossed by open cut
trenching for installation of the gravity sewer. This crossing is
replacing the existing sewer and is within an existing maintained utility
easement. There will be a permanent impact of approximately 0.037
acres of wooded wetlands. The project will require bypass pumping of
the sewage during installation of some of the sewer mains.
The buffet impact is below the Allowable Limits.
Please note I can arrange my schedule to meet at your convenience.
Please give a couple of dates you are available for a meeting.
12/18/2020
Please attach the documentation you would like to have the meeting about.
C1_01_.pdf 1.94MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 12/8/2020

4-
k
Q
.i
O
O
0
O
V
N
O
N
O
N
v
�Gj
FUTURE NCDOT ROADWAY AND BRIDGE \
O
No
CONTROL POINT #11
CONTROL POINT #12
N=688837.5, E=2159352, EL=236.39
CONTROL POINT #14 o
G
IMPROVEMENTS SHOWN FOR REFERENCE SS•MHE1A
/ Rim=240.06
ONLY. (NCDOT PROJECT No. R-3410)
N-688684.6, E-2159494, EL 240.22
REBAR/CAP
N=689457.5, E=2159183, EL=235.93 0.
In 232.30(18')
( ,
V J
PK #2 NAIL SET
\ \ Z /
\
�
REBAR/CAP / �� -
''t� 2�; ��
)
\ 8"Water Main ✓ �� /
Z
N
�.\
- - ��
'I /1 �• /
\.
--
/
LL
\
/ _•
/ /: /'VPP
- �,�
/
'�
Asphalt / y$` MH No. 10
`l"ireCHwd
Oa/ o�
- / Gas Main
a5 �,
\ G / \` 't0 ` /
o
/ l L ' �a� 203°19'48"
/
\�
Q
�; _ � .
, - - - - _ _
i - • � .\
\ /
- Warning Post
J �\
ti ' ' `\
5 e / GREENWAY
/ ' ' TRAIL REPAIR
DC
V) cn
\ �, /-'
� \ ` \
/ /.
/ 0�
/
oB , /
//' eCreekT ' _ -
'
\ / ti� et ¢e�y
36"RCP ' /, ' APPROX. 60 FT,
#13 SEE DTL. SHT.
Inv=234.79
Q
ZO
_ O
�
�/
i y
\ ��y /
_ ---- ---- __ `
Pro of �
The Glennie Rea Corp ' / PP / i \ \
DB:01021,PG.0723 ' ,-
_Lid _
C-3.02
, \`� l
,/ \\` \ / ! / SSMH E1
\ \\\\ �\ \ //'i/��/ Rim 240.38
/
J LJJ
\
v1
� Q
W LU
2
\ -=-t=
�`- - �I /f
-_�,-=1--->----- Zrr- -•-_ = f .-
-
•.--�. \ /
Pin No.165808-98-0512 i i/
W ri�`e�
p use'io
N
Inv=231.93 (IS')
/
W
Q
_
_ �
,
ems'
\ �\ '--'
--' ---_=-------_-_ _---
-
// /
SSMH No.E20 --
-�_-' Buffer/' i \\`
\ \ v�
MH°
' N0.9
z
/-�
SSMH No. El
-.-.-.-
/
I -\ MHNo. E14 Rim=240.92 ----- -- �'�--
Little - /
Little
ti,�' euse�i� ,\, �.
J
'
M \ I II
124 52 30
/ ✓' /
Creek
Rim=
`r
-
Inv FM Out 232.17 T - ��
------ _ _ - '''
o' Zones �,n
_ w
-
,
` SSMHE2
� Q
ILL
O
Inv- /
'�„i' ,
/ _ ____
__.--- '•.
,-- Lnv
/ 3 t .
SSMH No. E4 EX. 0'$an1 ary
�.� 9-��
Y° .�
Rim=
/ � \I Invin=
0
,�
I �
Rim 239.90 ' I \ /- ' / v e (Ap Q.
-`Sewer �" -ti'� se eY �-
er w 13 41� .c�
I
Y
m, j Inv Out=
>
w
\
-••-........... ...---.��__ �\
- SSMH No. Ell
Rim239.38
Inv I8'-230.54 \
a
-
SSMHE3
a
• • ' ' '
A - \
f / c2 cr Inv=231.46 (8')
SSMH No. E22 / '' � i it _ _ _ _ - - 8' Gravel Path _ - /
- • PP i , - L _ _ - - - - / .
, Rim=240.90
, w �z\ Inv In=232.87 8"
Line rox)
-_Prope (PP
_
Rim 240.87 _� - - -
_ I _ /I _ _
InvB"FMOut=232.18
_ _ _ _C
_ - i / �y
Inv Out 231.40(8')
-' _
Property
-.-" Property of
/ / o�
--'- P �'��- I
#14
M �H No� ',j_ / '�-
obi N Now or Formerly -
SNCILP
/ TOWN OFCLAYTON
DB: 00519, PG: 0104
i
i' / a r. _ -
5
_ -_--' _-__ f 7-- ' �/ i
/ ` ' n�• I �,��� - ' = Dit li'� ' ' /.
'/ �
)
/_ / / ,
�H
\ / SSMH DB: 03797, PG: 0996
/ Pin No.
�
165808-98-5881
_ _
_ '
c \ `.
I 2
I L , >
(A
/
I Pin No.165920-80-8332
yy / Rim 243.39
Inv In=235.81 9
a �/-
> M
�"
Z
MH No. 12
! -
/ _ __ -
�' Br
SEE SHT. C-1.04 / �SwaJP> \ ,�C'
_ - H m \
MH No. 8A v ,
MH No. 7 ��' '
�1e Inv Out=233.88 6
c� �
, / �X'
M
6,
_
_
�� /
\ •�, STMH
N 0°
SSMH E29
Rim 236.96
� 180°0 0
_ _ :
10" SANITARY SEWER '- "-
a3 SSMHNo. E5
-/- \
Rim 240.61
IA
'
/' \,
r ` 4I _ -
/ arH , , , it
__�.�%
To of Ditch II /
i_ p _ _ 8 SANITARY SEWER, /
- '
SEE PROFILE D -
( )'
a> �
5 �i\ \ Rim 242.67
\ \
Inv=236.80(36"RCP)
� U co
z
O M
o � o
Little Creek
Inv=228.26(24)
SSMHE28
Water Rim=237.07
(SEE PROFILE B)
N _ W TtAND1NE - W
_ _ _ - - i
WETLAND WD \ Inv18"230.67
\ InvB"FM=231.55
�ati j� / 1� I it
_ i.Gt i. \ SWaI n \ /
, / I
i I
.' `� 23 5
-�/
�_ _ -' �'/ o0
/ - - - - ' / o
- / _ - - - '% �% i
Zc�S p oil
I" lA� \
U `�
z x a�
ca
W °'
Inv 228.74 (24')_ _
Reclamation Facility - - - -
------------------ ----- - -
Existing Headworks
_
_ -
l
- - W WW
\ \ l
WWW
CP #12 WWW
Ex. 30 Sanitary \ SSMHNo. E6
Sewer Easement Rim=241.84
= 230 2 ( )
SSMH No. In 3 IS"
/
f / . ,
111� �e MH No. 16� ,
0
-so 109 26'42"; I
\ / a \ / , I
1 -
- - - i I `8r a _ _ - -
5 t a_ _
s- _ e� ---
i' , �Y
_ . 00 y
/ ' _ _ `'
/ - ,' , 7-" �°� -y /
/ i O
/ //
P� of
i' p,, i Pem , •' `9
1 p
OPEN CUT
G 0
ASPHALT
AN D C 8l G
�, Z
~ Q o
O = c�
o
Inv In=228.54 24 X
/X
/
X JB No. 1
\ W WWWW WWWWWWWW WWWWW /
\+ SEE DTL.C/C-1.03W ��
I \ I
Rim=237.07 W !
WJ%%
l Inv229.59(18"8r8')W I WETLAND WC I
/ / e� _ _ _ _
�ti /' \ _ . t - - _ _ _ - -
/ / L --- __ __ -__ �z�-
,,� PP - ayti s ;ice` �- _�". /ii
/�STATEEMJ'ZOYEESCREDIT NION - ---
/ ' ' -
i i DB�01085,PG:0%5 /
�' �'iriNo,1658�99-�26 i' /
Cn
rn J
m
w z
_
_
JBNo. 1A, W,. I� /
\ W W WWW.W.. W
6�/ WETLAND\ ��� , .�
�'
\�\/
/ \ o- --__ - --_- IN�TLA�t�WG-
--
,.> ; / �%
\
SEE DTL. C/C-1.03 W W ,y�3
° WSW
"'cP WV B
WWWW`ram,
,, _ _- -_
- _ _
,'
_ ,-
MH No. 11
,LQ
- G
M H N 14
I
W
\ \ M H N 2
•I-. __-
8"Reuse Water Line (Approx) , I, ^r
\ S - �� , �O '� i _ -
25E1 \ SSMH E3B
0.
170023'18"
/ I SSMH No. E27
/
/ -Rim 238.40
0.
\ WWW
_ \ \ 1• 18004'50"- rox)
- _
0 l i- O .� _ -�!��, �_ _ 12" SANITARY SEWER
<< 18" Sanitary Sewer - 3 , \ I iT'� = j - _ - - - _ - SEE PROFILE E
- ( )
Rim 249.24
Inv=241.64
�
\
Inv-229.02
G -
\ �c e APP
\ er
VVat Lin - . -
-.-.--- - - - - - -
- - 13
�
r
/ -
'•h nj ` -
SSMH E31
I O \ SSMH No. E26
8,. SS W : �= �'" \
<< 1 -
_-` - - - - -/.� 2�;-1- • �� ��•• \.� � I''
-- - '
'
� / / / /, / - , , _
Q
Rim 237.73
Inv 229.31 (24')
Rim236:84 O
W W �W
W_ = _W _ _ - - - -
\
_ _ - - - -- _ - �.''
- - Ex. 30 Sanitary Sewer _ < . ' n� \TCE
G'
Z
MH No. 15� .
//Inv229.03
/ /\
I -__ _:� �W�,_Easement�2�� _ - --� N ` z� `•/ I ,'
n -',�>'_-ANTI-SEEP `--\-- - - -_- ;�- -- ` N ;'
'T' /�' / �' w�
�/ / ' / _
CONTROL POINT#13
N=689971.7, E=2159048, EL. 239.62
F-
Q z
\
`i
)�
- °'lam
X_ �'1. _ COLLAR (TYP)-
--MH No. 4 A /\ 't-. 1�1� W
��
/ / � y' / /
MAG/SET
U W
220°52'15"- -
�.<=
--
" - -- _---
---�8 SANITARYSEWER---
-
- m �'/
- MH No. 3-' _ ° I II �• c'� x
- � �186 3309 �. >v, / �l�•
o I "
' i i i _-''�` 119 4934
,'/�,✓ // I
I
LU
24" SANITARY
(SEESEWPROFILEA)
�,-(SEE PROFILE C)----------- - - - -
` _ _ -= _� - - ; -' _ -' = ; % - __W ''ND�1F - 4�- -
_ _ - _ __ _ '' - % ; % / / ' _ `�I MH NO. 13 =
_ __
' - -
-- ,-----, �/ •
-_ ; _ - - _ _ /' `� �; sP P _
/,/ _ _ ` \� , / / Q' J'`
I i /'� / ,'
I
/ I/� MH No. 5' I /'
Gas Main SEE GRADING DETAIL
\
\
\
U
O Q
Z
LU
SSMHE30
_ -�'- - -
--- -- - -'
- - -_- -_
/' - - -
108°36'23" - _ _ _ ,
-'' ' ' ,-' i - - -250- � - - -- --
__ \
-_ el
/ Warning Post B/C 1.03
O
Rim 243.37 '
( - _----- m -
'' _ '�• /-------------� - ,,---_
/ '�0 \
t�
/\
z W
J
Inv=237.19(24') l/1\
\
SSMH EI7/ )(, - -/�/�. - - _----,\�-_ _-�--�
Rim=237.79# _ _ _ ' �'� _ \ -
B
' /S�e� /
' ' p
0 '
CSC
//
O Z
0 J
-
LL
\\\
ss o
! Cn
, - -
® SSMH E25
_ _ _
Inv229.61 24' ---��� Safi
( ) , - 'ta ,� _ -
X / `
\
het
' ' / \ /
FOR SOIL AND EROSION CONTROL, SEE
SHEETS EC01-EC05 ��,
/
/ /
Q w
O
p[
\ \ \
\\� \\
\ \
CP#11 Mm238.27
Inv In 231.89 10" VCP
-__- Inv Out 230.28 10"VCP
-
SSMH E23 I SSMHE18 Pr �.=\ _ _ _- -
Rim=238.78 Rim 248.41 ; '� . ,
Inv=229.80 X Invin 244.26(8') �.\ /
Inv Out=234.64 (8')
o
/ �4/ nj 0
0 / \
/
O GAS COMPANY POTHOLES TOP OF GAS
MAIN FIVE FEET BELOW GRADE
/
/ /
U
LL �
O
O
O
\ _
\\
1
\
/
J
z
+
x
PUMP STATION SSMHE24
I
/ /
\LL
/ /50' 25' 0 50' 1 0'
150,
Q
O
Q O
(BY OTHERS) Rim 260.86�
X Inv=247.33 (8'),
' / / \
/
0
\
SCALE: 1" = 50'
} w
W
z
O
U
N
w
aw
N
N
m
Z
m
m
U
J
255
N'
2 5 5
z
PROPOSED CONST.
EASEMENT
130 FT
0
w
w
FUTURE R/W
N
J
~
Z
_
�m
�a
100FT
=
oLw
z
ow
0
rn
EXR/W
o
O
U
=
16" Water Line
^
I
O
������
--,,
250
w M
Ln M
~
a
A rox
(pp)
~
2 5 0
L z ,�
w
ce
w
�n w o
`;' c66 - o
p _
PROPOSED NCDOT
i g
,,,,
CAR
,•��\. ......
z
Q
w
Z
N
+LU
z z^ II
w +\
z v N
^
~
0
,,, o
Ql
ROADWAY
(REFERENCE ONLY)
i Q
o
,•`�O•.F_b6l
ti9
'�9<•.
g N
=-
rn
c~n
= Z H
�° cn - a
0 �+ �
T N
o
8" Water Line
i 000
�^
Q 0
'-'
0 =
::QUO
_ SEA
=
L _
=
cwli
= (=J
m
AREA TO BE
Q
x
Of
v
��
- w
,
GRADED
,1 cti I I
(Approx)
i 0
CO
•• 7 9
5 2
245
z
o
�';,
I
= Q � w
>
Gas Main
(A prox)
N
245
•.c°
S GINE.•
Q :':�:
Ln
Q
.001
�n u>
i Z' II
0
0cl�
v
m
O l+D �
�� `
�Oq VID
�
:r
O N
zo
�I�
�m0
r)��o� -BASE
�o�
u�^�n�v
ro ti
r
R,
(n -�
O
a,
o
O
Z
I=� O
�MNN FLOOD
ELEVATION
�r 0 06 _jZ
n
Ex. 10"
F-
2 '�-
} r°
--
--
240
o�nMi o�N
II
=--w
o�N
z 11 v
U
Gas Main
240
---
------
�c~n�
c~noc
�c~nce71
U
O
28.87 LF OF
II
24
2tr0
---
- -
- -
_
- _
rn
----
------
/
-
of PVC SANITARY
SEWER @ 0.13%
- - -- --0.--
---
- - -
- -
-
- -
- -
- -
---
-
I
I
o -
N
----t
-----
Reclaimed
_ _ ___
Ex. Grade
N°
40 00 LF OF 36"
S ervrce
Water
- -
- _
_ _
- -
- -
- -
36"RCP
2" W
ater
_ _
/
Bx. Grade
-
J
235
STEEL ENCASEMENT
BY OPEN CUTEME
Inv=235.54
8"SeweiA
2 35
9
(SEE NOTE
-
a
,,,
Inv=233.15+/-
1 BELOW)
Ex. 8"Water
154.63 LF OF 24" PVC
'�
99.58 LF OF 24 PVC
3 I
F 2@
SANITARY SEWER @ 0.08% 4
SANITARY SEWER @ 0.08%
148.34 LF OF 24" PVC
230
SANITARY SEWER @ 0.08%
S TAR SEW 0 %
2 3 0
DESIGNED BY:
N T'
�°
00 o
r.:f.
`" "' "
JDP
°i
119.00 LF OF 36"
co in
N N
DRAWN BY:
24 PVC
o
o
C) CDM
d1 Q�
0
u
27.00 LF OF 36
226.34
SANITARY
LF OF
SEWER
@ 0.08
0
/o
N �D 0
o M N
M
BY BORE &JACK
b
TK/EM L
N -4
M
ry
� �
N N
II a
u u
~ z
N v
..
a
N
� z
N N
N N
M
N
M
ANTI -SEEP
COLLAR (TYP.)
a,
o
0>
p >
z
BY:
�„ ,r,
N
STEEL ENCASEMENT
N N `"
I I I I z
195.00 LF OF 24 ��
00
,,
'CHECKED
M
o
,�
0 0
M M
z
o
N
> Z
>'-'
I-
O>
Z
225
of
SEE C.07.02
N
u u
DI REST. JT. SANITARY
225
J D P
N N
z
> ,�
z
,�
rI
M
165.19 LF OF
_ II II
> z
z
-
N
11
n
PROJECT NO.:
�'�
1 >
24 PVC
>>
z'z
O > z
> Z ~
SEWER @ 0.12%
Z ~
NOTE: RESTRAINED
z
'~
z '-
-
SANITARY SEWER
@ 0.12%
JOINTS ARE NOT REQUIRED
THE SECTION BETWEEN STA. 4+87 TO
OUTSIDE OF THE
STA. 7+09.33
30.00 LF OF
2 7 5 6-BP
z
CASING IN
O ,
24 DI RJ SANITARY
>
SEWER @ 0.12%
75.79 LF OF 24"
DATE:
NOVEMBER
2020
DIRECT BURY
PVC SANITARY
rn
220
SEWER @ 0.12%
220
SCALE:
HORZ.- 1 " = 50'
1.
EX.
8-INCH
SEWER
MAIN WILL
BE ABANDONED AS PART OF
VERT.
- 1" = 5'
THIS
PROJECT
PER
THE CONSTRUCTION
SEQUENCE.
215
215
C-1
210
210
.01
0+00 1+00
2+00 3+00 4+00
5+00 6+00
7+00 8+00 9+00 10+00 11+00 12+00
13+00 14+00