20030020 Ver 1_COMPLETE FILE_20030109

a
NOTES
1. TAP ON THE MAIN SHALL BE
MADE IN THE POSITION SHOWN.
/ll /�j/;•, /%, 2. LOCATE MANHOLE AS SHOWN ON PLAN
OR AS DIRECTED IN THE FIELD.
45' MAX r _ .� v�11, ° ° " •H`- II
1111,11%pC III ° ° 1
r rd., I
U,c 1 I •e.. '`* q1 �i"JIB •rte � ��lh`J��l ,
ANCHOR RODS j� ° UNDISTURBED %1 ili ,,l 12 " DRAIN HOLE
(2-PER FITTING) ► 2• SOIL
//4 ° ://� DIRECTION FILLED WITH STONE
UNDISTURBED ° :/ ;� 7
SOIL n11lt 'i• II t` ,-o OF THRUST
VERTICAL BENDS AND ANCHORS ( '� +�y = ! MANHOLE
aim ° A it Q of? �- ic•Iii II a!e STEPS
UNDISTURBED SOIL o� `/ -cn T
^`r DIRECTION %/
.10 %l" OF THRUST 11.4i% N
III ° t N� Ira moi Win^,, � r
.411
I
DICTION 41.,. a :Per ° r
ORETHRUST rl:_ ' . It UNDISTURBED ism- liti
�`I'`` `` r// /
t, SOIL
HORIZONTAL BENDS TEE AND PLUG
24 " MH FRAME AND COVER
TO BE SET IN MORTAR
CONCRETE THRUST BLOCKING SCHEDULE CONCRETE SCHEDULE ANCHOR ROD TRAFFIC LOAD
VERTICAL BENDS SIZE MANHOLE FLATTOP WITH WATERTIGHT COVERS)
FOR VERTICAL •_ ��
FITTING BEARING AREA IN SQUARE FEET MIN . Cu. YARDS CONCRETE BEND AND , _``_; ,
SIZE TEE/PLUG 90' 45' 22- 1 /2 ' 11 - 1 /4' 90' 45' 22 - 1 /2' 11 - 1 /2' ANCHORS _� \ T T __(5E-4F- PLANS FOR MANHOLES
1 1 1 1 1 -III_ - I It
4" 1 2 1 1 1 /2"
6" 3 3 2 1 1 1 1 1 1 I-MASTIC JOINT - ......./ •
8" 4 6 3 2 1 2 2 • 1 1 3/4" PRL ; SURE
10" 7 g 5 3 2 3 3 2 1 AIR VAL VE 2 " GATE
12" 9 12 7 4 2 5 3 2 1 4 '- 0" DIAMETER
VALVE T� `
3 6 ---114" 12 17 9 5 7/8" v
16" 16 22 12 6 3 8 6 3 2 GROUT OPENING BETWEEN I TO
18" 20 27 15 8 4 107 4 2 PIPE AND MANHOLE _ �'* `+
20" 24 34 18 10 5 12 9 5 3 -P---+ ,_ BACK FLUSHING
24" 34 48 26 14 7 17 12 7 4 1 - 1 /8"
2 " 30 ' _ ATTACHMENT WITH
? 1 27 19 10 5 2 " SCH. 40 THREADED 2 " 90 - QUICK COUPLING
30" 53 75 41 21 GALVANIZED PIPE _ k
36" 77 108 59 30 15 38 27 15 8 1 - 3/8" . -'- _ N a . N
-
NOTES: CONCRETE r
1. MINIMUM BEARING AREA (IN SQUARE FEET) AGAINST UNDISTURBED TRENCH WALL OF SAND. is
'R PAD r �S 12
.. 2 " CORPORA TION STOP • • _ +---►
AREASSHOWN ARE FOR 150 PSI TEST PRESSURE, IF TEST PRESSURE IS OTHER THAN 150 PSI, ADJUST AREA \ _ W/ LEVER HANDLE �� - .- - - - r �'�•l ..
2.
OF REACTION BACKING IN DIRECT PROPORTION. � I) � �-�'�Y�'�-�'� � � � �• �� � � " � � �'[�•t1Z!�•�T t11• M
�.1�1:•1:.1� STABILIZATION STONE 1�1�,�;,,1�
3. OTHER SOIL CONDITIONS CEMENTED SAND OR HARDPAN - MUL TIPL Y ABOVE BY 0. 5 \'�� !� `r�. ;� Z'� LY•LYi�!'r• Y`� 1. '
GRAVEL OR HARD ORY CLAY - MULTIPLY ABOVE BY O. 7 •�-• -•e • _ �• � •� •t•I•• ••0 •0'•0`416• 11,
SOFT CLAY
MUL TIPL Y ABOVE BY 2, 0
MUCK: SECURE ALL FITTINGS WITH APPROVED HARNESS OR TIE ROD CLAMPS, WTH 2 " TAPPING SADDLE
CONCRETE RL ACTION BACKING THE SAME AS LISTED FOR SAND CONDITIONS.
, THRUST BLOCKING AND
10 ANCHORING SCHED UL E NOT TO SCALE L _D � o• 3 A U TOMA T/C AIR VACUUM/PRESSURE RESSURE
10 AIR VALVE VAULT NOT TO SCALE1 DwG Na W-» I
1 - SPIDER ASS ' Y REQ 'D. FOR DIP
(4 -SPIDER ASSY REQ 'D. FOR PVC)
PER JOINT OF CARRIER PIPE
•
10 " x 2 " x 3/8 " THK. 8 " 6 "
STL. PL . SHOE-BEND .4_ _ ENCLOSE END W/ 8 "
ENDS UP 1/2 " BRICK MASONRY FINISHED 2 '- 0 "
/ i
GRADE Nsi •
-- -
/ N
8 " 3/8 " STL. PLT.--0--
STRAP I ►=11 �I i I== 1=1 I f= ' a 11111111-261111:71-1, 1 11 ' i
.. I I R PIP I I = _ N I — ,
_ ._ I CARR E -- - I -i I I- , I I I I ��I I I i I ~ L�= I r— �o
Ad. III•
•al A • • • N
• • • • N
N N 3000 PSI CONCRETE
N
STEEL ENCASEMENT 2- 3/4 " DIA. 4 " • • • i • • • \ N
PIPE BOLTS W/ HEX 10 " •
(REF.LONOT£ 3) • • •
N
NUTS EA. SIDE �- , •ci CLEAN OUT / VALVE BOX
F SPIDER � BANK RUN
0 2 " WEEP HOLE
GRAVEL
CASING SECTION 4 CONCRETE COLLAR — CLEAN OUT/VALVE BOX
NOTE
-ENTIRE SPIDER ASSEMBLY TO B£ BITUMINOUS COATED AFTER FABRICATION 10 NOT TO SCALE DWG. NC M-is
- FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE
-STEEL ENCASEMENT TO BE INSTALLED IN ACCORDANCE WITH DESIGN PLANS, •
ALL REVISIONS OR MODIFICATIONS ARE SUBJECT TO APPROVAL.
1 "
_ , "Iiiiiii\\
STEEL PLATE SHOE (TYP. )
STEEL. ENCASEMENT PIPE
• i , �\ 8 " x 3/8 " STEEL PLATE
�/ SI I STRAP
- - _ - - -
s ���I
CARRIER PIPE * 1 <
'al
, %. ST ........�• /ly '-., Engineer$
�p� Ill
:eill
SinceGr•anviile,CS
t Ny M,• 107 >�tSecondS Planners
cr
'$' CONTINUOUS WELD BOTH •
SEAL & 8SIDES rYP. 1918 (zsz) 782-4><sts Surveyors( ) . � 17695 ; +�,CD
.�� � i: �y��,:`:,�5�o MISCELLANEOUS DETAILS
�''1. �� C K L • .�, TOWN 4R WARRENTON
L.C.?
POSSUMOUAR TER CREEK
Ct.JEND ELEVAnoN OUTFALL REPLACEMENT PHASE I & II
�� DATE Z O2 N4RIN CAROLINA
WARREN COUNTY, •
r1
ENCASEMENT DE TA /LSHEET
SURVEY DRAFT JRiL SCALE DRAWING N0
0
Ci- PIPE
0 NOT TO SCALE DWG. N0. M-2 AS SHOWN W -2551 10 �• 11
,, 1 DESIGN FLS Ct1�C'K FIBS
01 /09/02 08: 50: 21 J: \MUNI -CAD\WARTON - 20076-P0SCRK\GWG\MISSDET.DWC

_ ,__w.
___
•
r/
� „ ,
t •
. ,
, ,,, ,
329 tilpiitIi;T:t_iii<tiIki.isoFTOWN WARRENTON\ . ,
. ,
I St.tBNwyt\ ,., ,
POSSUMOUARTIER CREEK 01,17FALL
, _.
, , ___ . _
[....-\ ,
„,
, ,
, ,
, ,
. __ _
, ---]
, .. ,, __ „..... , ._, ---14:10 LA”4 k , * 6! A 0 aREPLACEMENT PHASES I + AiL _
. ,
. -.,.. , „
, , , ‘ 4
4. 1 0,
�, Hazel wood Dr -. !
_ ,
. _ e !•
FrO 1 `I well St o3 `n (�o tvJ_.- Wilcox St ; Warren St
L . .,
trs' . :,
�� - ,
•
•
o pw „,4
ocketCr Sf to ( roSttw to • t/Stote I H o ,k , tj' 1118 o wy1326 '�° ;c ; kit 3Z ariii9
z ,�d i t Y
�d9ewo y St�S ��'i *1
Hwy401�/ HKl > • 4codemy 9ut� . St / ,{
58 / l
I
.��a - - . _ . . - WDEX TO 9i'EET S
W. ' I '
I SHEET NO. 1 - COVER SKEET
-�
o. ' - I - SHEET NO. 2 - PLAN & PROFILE SHEET - ` �'4j•I rt '4101
j �.-
o ; ; '� ,535_ .' ," �11�N,.�.,,...�
• FoirigeN, St Q) •, SHEET ND 3 - PLAN & PROFILE SHEET ��
SHEET NO 4 - PLAN &o to
PROFILE SHEET t"”' , 6 we b
h � ,I ! f�`1
WI
3� ! ., SHEET NO. 3 - PLAN & PROFILE SHEET
Gr — V QO e a
Groh St to tit SHEET Na 6 - PLAN & PROFILE SHEET 1 , ti
v
tit(
0 t Church St ! SHEET NO. 7 - PLAN & PROFILE SHEfT
�� SHEET NQ 8 - PLAN & PROFILE SHEET
0 a (n
J� ; hiil�oms /
Sfo�e h rn SHEET he 9 - MISCELLANEOUS DETAILS
Dohs St c� , St wy 1` SHEET Na 10 - MISCELLANEOUS DETAILS
a- I SHEET NO. 11 - TRAFFIC CONTROL DETAILS
i
M
0
c
S' US
•
-
H�J 1 Hwy 1
o t e H wY _ j p01 Fronk/i 5 'Nor of 58 _ Business }
n_ t St
St cn
cI
, AIIIIMIMIIIOSIINWIIPF
�' 1 '
r-- p b i , .
..
E :
I
,„:,
> . , .
LEGENr)
___ ....- , I p (
f '� �
� ' ! i;i ` PROPOSED GRAVITY/ FORCE MAIN - ,---
I Z3 ' ;, :19
IEX/S71NG GRAVITY SE$€.R
I r (7 �) ��o, -- - - -$� MAIN
EXISTING sE>AER FORCE
1
f
INIO
h Co11 ,\ w i
+, 1 3 e9e St c �, t I — - fi- — - EX1S 11NG WATER MAIN
�o o Zo I
' ,,
cma EXISTING WATER VALVE'
Cousin Cup �'`
• ys Lone .. or, , 4 EXISTING HYDRANT
i . w
v
I I � 1
�F. PluriimeF St ti , ,
, i`
�- �- C \\
VI
F 5��C� '�
/ �s
J
! Marshall St
s:.
I
Dx ,
��,� ' �� .JOHN RIGGAN FORCE MAIN
! - 0
J i . -
f I �', W
o Bottle St IX.
("kJ o/%y S - , ,
/n9 Lon
Cti
.y C tI _
,w J . ; .. M1i'AT nt 11 , !TY zrrT� n °�
__ _,..._; --.- _ 41� ---- --+•- ate
St
_ i - ,_ �wl' >601 •1
-o
a;
"ID , L. - _- -
n DeWitt? St/St O NON, DISCHARGE PERIv ITT NG
ate h, 7
x 1¢
2
�� f
Ca
- I . . -
Ili
CT i ,�� © rrrr rrrr y ,�I • - I 41
• �'�tonA`,t S/lp� Z SS t ± ' lf'!'7 Seat Second St. '+21 I1C'@2'!3
it sQ4 9l ; Planners
i SEAL 3 lei since GreenvOle, N.C. 87'
o1/4" • (fit) 7'52-41St► Surveyors
-n 17695 =
i >ts
illA i * ii - o GINon a E �A, ,�.%
� '' ,�� „� �► in '` # ►." `'x•41 1 # roitiv OR WARRENTON
sint4
ilMitilob,!: 4,
CC / �`'' ��' DATE not OU "A L REPLACEMENT PHASES / . ' l!
Ira? WARREN COUNTY,, NORM CAROLINA
ft)`i SURVEY DRAFT JIM. • SCALE DRAWING PaSHEET
i‘ s as CHECK
1" - 400' W - 2551 1 N . 11
I 01 /09/02 09: 50: 1'4 J: \MUNI-CAD\WARTON-20076-POSCRK\DWG\POSSCRKCOV.DWC
t4

4
TEMPORARY SIL T FENCE a lr� PROP.
WI EXIST. PROP. 15 TEMP. MH NO. 5
MH .. CONST. EASEMENT
ELEV. -308. 36 ' - - - - - - - W OUT=299, 75 ' / - - - - - - - - - - -PROP 30 ' PERMANENT - - .. —
TEMPORARY SILT FENCE EXIST. - - - _' SEWER EASEMENT / _ _ 13+pp PROP. DOGHOUSE - _ _ _ELEV. =307. 78 1 +00
MH N1 I /NV
INV OUT302. 06 / PROP. lOEXIST. 'b/ ABANDONED 8" RECD / Zk�� SANITARY $EVER
MH � � ' SAN. SEWER FOS / C--1,7,2---
'- - -
ELEV =300. 29" E/ 6 R� ©UqR
/ PROP Oki
7E'Q CREEK / " l� -" " / �" `^X— = - -
EXIST. 30 ' INV. OUT=294. 99 / SEWER3EASEMENT ENT 55��0 � ' ..... .......
— + 00_
SEWER EASEMENT s P - - - _ ,...(i%.- f'
li
/ / / ,o •. \ 7 40 LF 20 " STEEL © 6 • EX/ST. 10 "VC-7ABANDQN — — - �� ,� ���
\ , - •
/ / ` .P N.
CASING (JACK & BORE) 10 /i - - ` ` ' '— — — _ PROP. 10 " SANJTARY
14.1
/ / N -94,i] PROP 30 ' PERMANENT • - - — _ - _ EWER - / "
V / / N \ �f't �l X„ SEWER EASEMENT -- /� - �� - - - - — - - _ / ' MH EXIST4
/ / / \ SF Q i / /� ' PROP. • — — "_- - - - __ _ _ _ / ' ELEV. =308. 88' Z`
/ �\ • 10 ' �j � MN N0. 3 — — — — — — — -- / INV.... . --\_ OUT=302. 97' J
\ PROP. 15 ' TEMP. �/
— U
ABANDONED CONST. EASEMENT // - �� / _ �' —--
TEMPORARY SILT FENCE
H
/ �N'p04111111 St.
��{s�\ \ / O , /G CPgP ^, � " PROP. 15 ' TEMP.
UNNAMED TRIBUTARY
�ar� 0" d • CONST. EASEMENT v
OF POSSUMOUARTER CREEK o \ N e /� S� . PNI , /
I Le,\ \ ex
\ i EX, 10 PROP.
�y � . � , r. 0 • , MH N0. 4
I
0 2�ti �� N .
/ ' / / / / PROP. 15 ' TEMP.
``� J , k00� ' i ' CONST. EASEMENT
Li p
Nii
� � � -
Q i
k.• • , � 10 '
/ - '
i \
- .i �— CONNECT EXIST 6 " SE
�
i \ SERVICE TO NEW GRA VI TY SEWER
PROP. \
aMH NO. 2 \
TEMPORARY SILT FENCE MHST. \
vELEV. =-305. 60 ' \
INV OUT=297. 40 ' \
\
\
\
\
\
\ ExisT
\
fEHv324. 51 '
NV OUT=319. 19 '
1
3
2C1
_ • _ _ a
. - • v - . -
" -
•_
CS r y 0 iY lo f - =. It
315 z- I
i n Iv
a _ 315
c
Q �,0 h0 HNr
^F p EXIST GRADE fo •o) .r fet144 _ -
• N "� � � �: \ - - f --- -- _- '- 15 O j-.•. - - - -- --i
Pn
, Ct 11� Qct 1'
Q N I_ 1 \ r
310 �� kilt-. J I Q. i QI is- EXIST {!;RADE
x - - �- _ — -* \- t 31
4 i
zi r
a"
_ 8 % •
Q• n ' .. - . !. ! / ;. \ \ 1 ' / . _ - ♦ . - { _ 3 .. , i. ,. , �. - I ... �.. _ -i a .. - \ - 4 . /__ f _. _ _ V � 1 . _�' - * _ ( t ' S .
�4 � �
305 / r \ ,
/ f \ \ f F 1 I- 7 yrEXIST.
/ at e" 305
E
/ _ ; ti / ABANDONED)-
� � f
EXIST
1b ,
/ 10 ' VG f EXIST. ' 6 " VC (TIE INTO: PROPOSED 10 " SANITARY SEWERge
l (TO BE BANDON 1 Y Ld I 25
/ EXIST 10" VC (ABANDON) 1 - �I ���������i� �a� (j' : led'
300 r-tea ... wa7:1
as �'�Ira::
_ -- '- -- ' -1' 40- LF 20" TEEL l � l I — — .„. -- — _ ; - ��►��.��� • 300
___• — :
i EXIST 8” SAN. SEWER MAIN CASING (JACK & 909E) C_ _ f 3/I
-TIE JN7t7 Wf PROP. DOGHOUSE MH 1 L _ ._ — _ f. — — - — — .__ _ . „ Q _ _ . -
�4 fl — 35 -
- - • 10
0 L ' 0
, ��. �► � .-• s +� as � sasa�ss.�.�_�. 50 10 " ® 0. 35
.�_�.�.�.��-.. 380.
295
— I o � _ oz 295
L � . - 2
a
1. 266. 00 1 ' SI
CU
Q. 0 o I CONTRACTOR SHALL CONNECT EXISTING ' I . • 1_ 1
N 6 " VC -GRAVITY SERVICE MAIN TO ,tn , N t-
In
tea co
`�' w PROPOSED 10" GRAVITY SEWER MAIN r< r;
m. i v, on o� of N N
t.
NI N ; . N
N N 1 t
rr 2 2 2 S. - 2 • i - __
=T 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
.1 -)
-C'.,
a; •
tD
ry
_Y.
L
CJ
Lo
UJ ,
CD
,` CAR ' RiVerli
1
00000000 /A, A,
cn
.�� ESS/py9 9 Engineers
ft . Q ttrr East Second St. P}ailAerl:
cr
• - 7
a r ms's 17695 z
` ' i SEAL • s Since Greenville, N.G. 27858
im 1918 ( ) 762-4135 Surveyors
.7•••••••••• CD
PLAN & PROFILE SHEET
co
*r„ � CK L • iso TOW OR WARR NTON
CmJ .
ci-
, ;:1{„Ai,zei, POSSUMQUARTE� CREEK
at et
CC
OUTFALL REPLACEMENT PHASE ! & II
r DATE . M©
WARREN COUNTY, NORTH CAROLINA
re,
c, >
SURVEY DRAFT at SCALE HOR: 1 "=50 ' DRAWING NC#. SHEET
r-
r,
, DESIGN FLS CHECK FLS VERT.• 1 ”=5 ' W -2551 , 2 ' 11
10/25/01 09: 27: 34 J: \MUNI - CAD\WARTON- 20076-•POSCRK\DWG\POSSCRK2.bWG

� o
/
/ �/
/ EXIST. /.
/ ELEV = ? ' {/1/
MH
/ INV OUT= ? -.�`` /
/ /
I
f ( TIE PROPOSED 10 " PVC GRAVITY /
/
SEWER MANN two
/
EXISTING MH 48 E
I as Il
PROP. 8 " SANITARY SEWER \ /
NOTE: �`�
/ DEPTH OF EXISTING 6 " GRAWTY SEWER LINE/ A r PROPOSED MANHOLE NUMBER 11 LOCATION UNKNOWN. *'.
CONTRACTOR SHAt ADJUST DEPTH OF , PROPOSED MANHOLE ��'0" -0._, \ /
/ NUMBER 11 AS NECESgA` RY TO PE IN EXISTING �� /
LINE. PROPOSED LINES UPSTREAM AND DOWNSTREAM \�, /
j FROM MANHOLE NUMBER 11 WERE DESIGNED \
/ USING !NKRT OUT AND INVERT IN ELEVATIONSSlaw \ \ /
I
OF 315. 28 AND 315. 38' R£SPECTIVE-L Y
NOTE:
DEPTH OF EXISTING GRAVITY SEWER LINE del { / i
AT PROPOSED MANHOLE NUMBER 7 LOCATION UNKNOWN. a 4 " '"
CONTRACTOR SHALL ADJUST DEPTH OF PROPOSED MANHOLE ~ '
NUMBER 7 AS NECESSARY TO TIE IN EXISTING ,s9 1
LINE. PROPOSED LINES UPSTREAM AND DOWNSTREAM °' � ' , x0� 7 + 5. 9
FROM MANHOLE NUMBER 7 WERE DESIGNED �/ ik^I Z�� / � S� /" \ \
- . ! /
•
USING INVERT OUT AND INVERT IN ELEVATIONS Sif EXIST SINGLE- W1DE
OF 307 ' AND 307. 1 RESPECTIVEL Y. c:� s�+j OOP'? /� \
-�� " \ I
PROP. DOGHOUSE �i MOBILE E HOME 1..., i 10
1 /
MH- INSTALL OVER I �J / pROp PROP
CV EXIST SEWER �`/ PROP. 15 ' TEMP.
CONST EASEMENT PROP p 1 / MH NO. 12 k- PROP 30 ' PERMANENT MH N0. 11 fes' -� k��-�, t ' r
SEWER EASEMENT - 0'' EX(SL \sem
/ AE3ANDpN THIS 5ECT10N -1 t' ' � 1 MN 48 I
w PROP. PROP. / PROF' OF EXIST. SEWER �C ' IJV �xtT_ 3177.1 \�,
MH Na 6 MH Nu 8 PLUG BOTH ENDS ,� � � � � � Pr ELEV = 32A 41 ' I
MH NO. 7-
�- / - - - - - - - - - PROP. G O T H EN Y SEWER �. / ' E/15 j I I \o\�
\\I r_
-
- - - 15 + 00 - - - - - 16 + 00 _ _ - - - 17 + 00 - - - - - 18 + 00 ir
_ _ % 19 + 00 - - - - -20 - - - - - PROPOP �/ �
/ ). , � MN NO. 9 MH NO. 10 1 .I ' - �' i REMOVE EXIST/NG MH 2 =ice
t c' " SANT TAR ?' SE R PRQP. 10 " SANT TAR + SEWER A� _ - _ XON f f .� i'�& TIE INTO EXIST. SEWER I \3
I F F PROP i t - 1 i _ - ' — - - — r�
ti
1/2
EXIST ;0 " VC (ABANDON) o 'o '- _ 21l Q+ 8 ►1}�J�� -----1-----Ce
! P,--) 1Ii
_ _ -_ _ _ _ -_ -.-. —... _ -. - _ - .� _ - - s� I S� - - -r - - '�• - - Irl ' � - - �1�� T \ ... ....
- oo �.. - '_ /� T (D y JS/ .�0�
t EL 3 — ✓r f'-0L�AN , > 4,9 T.- 00 _ �_ __ - - — 0 _- �yyf1»_V V
O 'V + S �� I " SANITARY SEWER
EiEV. t5 57' ! PRQP.
-- EXIST 8 ' VC �AbA
NDON)
POSSU - - I -
/ Ek
•
MOUARTER CREEK \ -~ _ -- - - —
.l1 r
` PROP. 8 " SAN/ TAR Y SE `S� =Eyg
-
a TEMPORARY SILT FENCE
ABANDON & PLUG Q r£MPQRARY SI T FENCE
,a _
THIS SECTION - EXIST
7- MH i
OF EXIST SEWER
ELEV 323. 58 '
IVEr 5 PROP. 15 ' TEMP. v !NV OUT= 31715 .
EL5 CONST. EASEMENT
Et.F. V = 321 . 79 '
INV otl r= 314. 29 '
EXIST.
MI' ` EXIST. DOUBLE- WIDE
EL EV - 320 02 '
W
iNV OU 315 39 ' MOBILE HOME
( TO REMAIN)
•
v t
O i - -
- t- + - - 1 -- �,^v- �j •- 1 — +
—
o o r W ,
�. .. } v i moi'+ }._ � 2 �' O � _.- ... _ - _
o_ ! -- Q - + = + - - i- _ } r 330
o . � 1. a t - 1 325 3 � ��
o- A Q
-1;1
ail n am--
{ O 0. 0. O i / / _ A : PROPOSED 10" PVC I f Qp-,y> z b
• o n. 0 . _ EXIST GRADE / - z
315 o- _, a 6_ f _> 19E I»fi0 a z o w
_ � � H1 E dam..
tai , _ _ _ _ , ... . _ __ _. c.,.. N . _ __ . . . _ . . _.
NC EXIST GRADE - ;- �, . i-' _ T _ _ _ .. _ � - E — r — N � c� I � o
cn + o — _ — 320 ow)
4 a - - -
0. -. in £AIST SAN SEWED - _
N
o �, T/E a ' - - •
+ o
y
AIIO PROP,0.
1, 325
1
'� o ObG'NOUSE MH ill 11
-1-
� _
310 1 A _ - L.- . _ } , . _ \
1 ., t 1
- -- . i 320
� _ o - 315 320 ,
- Q
IN i
1
,r y / T ' , . F-+ k._. _ - . �y„ + ctr - 4t-' -
SAME GRA
305
4Q0 _ _ r '
Q r
I
r
q jn� �j►
111 . _
, T $
�„ w •^ �' 0 ,: 315
fl0. + ° - - , f lam" err 310 31 'Q � Q . O . . n L0. 70� DE
9 4 1 �f�g11� 0. •iiiiiiiiimitirmi
L _ _ _ _ �1QL I _ _ _ 3 . 683
� o0 2Q 1 8 _ - _ 0 . -_-
14
- r _ _ 7 0 310 310
__
, _ za z
ti 305 . O '- v � . 1. - ':1_ uj tri
, 295 Z , i } $
r ^ _ ___ _ _ _.
O Ce„ r._ y
295 , � �� o ,� _. ►� � �� ' > ?_� } .
_ 0 04'0 +_ . .._ _ . - - ---- :. . -- . .- .< - y
01
vi i
o °i 0 in in tia - - - 27 + 00 r 28 00 0+ 00 1 i0
114 . - � zZ ? ? zz 25+ 00 26 + 00N
2E y a ? 4, W 22 +00 23 + 00 24 + 00cn 19 + 00 20 + 00 21 +00 PROFILE:
15 + 00 16 + 00 17 + 00 18 + 00 PROPOSED MH 10
TO EXIST MH
66
Q
co
r)
M
N
O
N
0
0
N
t -
O
a)
O
`�111111IIlll,� Rivers
t
3 ��,.0` ..\N CARQ �' Engineers
cri
alatellit
Y ` � .. •• '
�' • ; ESS/pPlanners
tin
OF N � jr• 107 East Second St.
N + - t Q. 9r Since Greenville. N.C. 27858
- SEAL = - 1918 (252) 752-4135 Surveyors
�,: 17695 4, i
(C\ea FH^ . <"':moo PLAN & PROFILE SHEET
v •,''�'P� CK •••` •• •�`•
TOWN OR WARRENTON
o � POSSUMQUAR TER CREEK
OUTFALL REPLACEMENT PHASE I & II
a.
o DATE (45702 WARREN COUNTY, NORTH CAROLINA
oSHEET
2
O SURVEY DRAFT JAAL SCALE HSR: 1 "=50' DRAWING11
P . DESIGN FLS CHECK FIS VERT: OF
1 "= 5 ' W - 2551 3
Q 10/25/01 09. 25: 30 J: ,MUNI - CAO\WARTON- 20076- POSCRK \DWG\POSSCRK3.11WG
Z

/
,k00 , •-• / , \ \ 0
,, / - - / / 1 \ \
IC „--- \ \ --
0-0 1` // / / -- / \ \ \
i
- - --- - — ' A �
V \
,� ' f / 6 " 45 ' BEND — \ \ �x
.------- -- - -- / \ \ • 00 5 ' FROM EXISTING FM �e
/- \
/-- \ / ,\ O
— / -- •
/ PROPOSED 6 " PVC FORCE MAIN \
CUT 6 " 90 ' BIND
INTO EXIST. 6 PVC FORCE \ \ PROPOSED 6 " PVC FORCE MAIN
MAIN v �' •
•
CUT EXIST. 6 " FORCE -,
AIN ANDANDON PLUG T MRO�ATs~ ,,,,,,,E it \ \
ABIS \
OF EXIST PUMP .(1 r4 notd) \ \ \ \ v
\ xo
\ \ \' \ 0
EXISTING 6 " AC FORCE MAIN � \ \ \ Qs
(ABANDON) \ LU
W
\ \\ • -EXIST. 20' SEWER EASEMENT
\ \ \ \ \ + - 5 ' FROM EXISTING FM CO
\ \ \ \ 2- 6 " 11 1/4 ' BENDS
,-, 01 x 14 + 00
6 + 00 7 + 00 8 + 00 9 + 00 10 + 00 11 + 00 12 + 00 13 + 00 N
-4 " M - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - — - - - - - - - - - - - L. x
- - - - - - - - - - - - - - - - - - - - - - -
I EXISTING FORCE MAIN
2- 6 " 22 I /2 ' BENDS (ABANDON) ` -EXIST. FENCE
I EXIST. PRI VA TE /f + 41
PROPOSED 6 " PVC F ORCE MAIN I GARAGE (TO REMAIN) Z
I �
v
0
~
4 I I
I I
lit
R
1 - - - - - - - - - - - - - - - - - -- -- - - -- - .-- .. _- _ __ _ __ -_ _ _.__ - _-__, _____.---____ _-___.
- {
Y 11p. c 'OVER. ( TYP.f ,
a + - I 1 I - - — - - - - —
I
--- - - - - — - - - - = - t 3 .MIN COVER
-- - —
i I 350 3
3f�,y 395 I
i- - - - + -- 385
' _ f I 330 35fl f _ -- --- ----I----
i - - ---.------ - — __ -- ---
J10 330 f f d / +- - - - _ —
310 f i ( - I) _ -� - --
/ H : TIIt : :lTl:
Ei _ ,1 � EXIST GRADE � _/ -- ------------------------
--------- -------- _ ______ _. _ ___i_______- ---- -
:
-_ - __ _ __ _ - - - DCQ - e See iso
L
,_,,_., _._ , _ __ _ _ 1 _ ______ ___ ________i___ ___ __ ____I___ _ -4-- - _11 , , __ _ _
As
BEGIN PROPO__ iSED / ' ' 325 345 I 5 ! / --------__ ___ ____________ ._---- __-___� — ___. ___.__
3 0 5 •ir EXIST GRADE --- ----- ----- --- - --- - t ------- - ---- -7- _ _
I.
- -
- , , +
t --t-
, _ ___________ ____,
7,
____ _ _ 4 . . _ ,
— 4 - - - + /
_ - f t --- 375
i - 1 3 MIN if
1_ -- -- -- + — - - - . i T
300 3 0 320 C f Dc EXIST GRADE Ii— - - EXIST
i / - - - - — -- +- - GRADE _. _ __. _.
-iir - - - - t - I - - - �` --- - -- - - ._ . - -
11t 1
I i - - -
_ ! + - } - ( -- - - - - li 3356 / / { I 350 370 �"
295 - + — + - • 1 r — t I I / - - - - _
/ I PROPOSED 6 "1 PVC FORCE MA i — — f r — _ _ --
__ --_—__-- -.-__-__.___ — _- __- -- - --- ___ _, }__-- - ____-- t -- PR SED -6 " PVC FG7CE is.1 PROPOSED 6 PLIC FORCE MAIN �. 1 - - - -- - - + —_- - -- - - — — _ ... i
- _ _- ._- - - -- - � - -- - --- - -- - I 14
365
at {
-- -- - —
290 2t�9 3+e # j - - -- - "
_._ ___ . _ PROPOSED PVC FORCE IN
I ! -- .—__— � l __ --- - -- - ---_- _ - ----- - - _ _ ____ ___ __- -_- _- ? P OPOSED 6 " PVC FORCE MAIN
I i
} -- -- —
-- — — - - t - - -} a j t
IN TD EXIST FORCF_ I I — - - - y - — - - — - -- — —
I
Qco i - 1- - , 1 1
1in
I00
ivi
lisstin
Rivers
j4soeiates
Engineers
o �
3 :::...tt.,..:::::);:C6Asi:90504/Li.:1;.•,,:::::: Since (2b2Ville, N.C. 8 Sllr eyorsPlanners
S1918 (252) 752 N.C. 27858
Y
Q lO'••*.NC I NF--C(k•/NC
0 F i PLAN & PROFILE SHEET
a.
•-i;; C,' • TOWN OR WARRENTON
eh
� j, ""' ',a
,�,- , POSSUMQUARTER CREEK
DATE _ OUTFALL
REPLACEMENT PHASECAROLINA
o WARE
SURVEY DRAFT JAL SCALE HOP: 1 '1= 50' BRAVING NO. SHEET
Q
DESIGN FLS CHECK FLS Co ,% VERT: 1 "z-75 ' W - 2551 4 or 1
Z
1
p7�Q2 10 ? i : iCJ J: \MUN : - CAD \WARTON - 20076 -- POSCRK \DWG\POSSCRK4. DWG

dR
•
5
I
•
I
v \ \ r
te \ \ • \ sxO0 I I
�•�� \
G\A •
\
I
I
kP` \ \ � 6 " 11 1/4 ' BEND . ELEV. --379. 21 '
\ \
INV OUT= ?9-
\ 25+0% J ,
\ _ �- I
s.....„---
\ \ \ \ r 6 " 22 1/2 ' BEND ��
\ \ 6 4.4
\ x0 j— — I—
\\ \ \ ko0 - — I
" I 6 " 90' BEND
,,I
� / t � .- " 1 +
\ \
o
� ,, - 5 ' FROM EXISTING FM \_ . �
- - ,- OPEN CUT 25 LF
• •
\›). \
k�0 ELEV. =368. 94 ' I 48�SR 1600 COV R OVER9
` \ jj 2'Z �/ - I 35 LF 6 DIP
11117
\\ \
x00 PROPOSED 6 " PVC FORCE MAIN . i / -
' ` I
\ \\ \ I 1
\ \ \- - - / -EXIST. 20" SEWER EASEMENT
\ \ '\ i
• \ , - — ++ I 10' OFF EOP\ \ \ , ?/ - ' PROPOSED 6 " PVC FORCE MAIN ( 0 y
r
` \ \ - - Q
\ \ \ \ T0xO �p k0� - - i - 5 ' FROM EXISTING FM
la
_ 20 0
\ \ T / /
\ • L - / PROPOSED 6 " PVC FORCE MAIN
\ A
EXISTING FORCE MAIN \/ \ \ \ \ 9k° / - - EXISTING FORCE MAIN I a
(ABANDON) \ i -
1- (ABANDON) a EXISTING FORCE MAIN
\ / N (ABANDON).--
I 1
le 1.3
\ \/K •
I O
O
MN // ` . -- 6 " 90' BEND I
ELEV =386. 33= / ` \ \ I I I
\ \
. I
MATCH LINE# 1 iT 1 SHEET 6
Q.
$
et
3 ' MIN. COVER (TYP. )
"' .�
3' MIN. COVER (TYP.)
385 _ W - _ 385
� � • rn . .�;
'GRADE J i
EXIST
Q h \ j ____ . , ---
.. . —
4 #.
I —
380 EXIST GRADE \ } ` - -
y
380
/ \ / ,
i
375 375
MAIN \ -r
PROPOSED 6 PVC FORCE � _ _ _ � _ - T . _ _,
) . I S
PROPOSED 6 " PVC FORCE MAIN
370 T \
371
\ _ 6 "
1 - .. _ - _ _ y
1 .35 LF DIP .
I
_ , r
365 —' t { 365
HALIFAX ST.
SR 1600
IV)
rrt
"' 15 + 00 16 + 00 17 + 00 18 + 00 19 + 00 20 +00 21 +00 22 + 00 23+ 00 24 + 00 25 + 00 26 + 00 27 + 00 28 + 00
-;
,
cc,
Y
C
U)
..�'4\N CARP/ �•,,
`fi qC• �• ESS/p'z9 ,' Engineers"TIPUirdiateS9
- i ���SEA��9(t so• 107 t Second st Planners
Since Greenville. N.C, 27858
� , 's. 17695 �, 1918 (252) 752-4135 Surveyors
S.• •
��o�.��c � t�EC?: �5� PLAN & PROFILE SHEET
• �,�� KN.� • ;'�, TOWN OR WARRENTON
'" " POSSUMQUAR TER CREEK
OUTFALL REPLACEMENT PHASE . I & II-
DATE '�?� 'Q�02 WARREN COUNTY, NORTH CAROLINA
<`z
c
Tl
T--,
SURVEY DRAFT JAIL SCALE NOR: r=50' DRAWING NO. SHEET
�
� DESIGN FLS CHECK FLS VERT 1 -31z51 W - 2551 5 or
01 /07/02 10: 37: 29 J: \MUNI-CAD\WARTON-20076-POSCRK\©WG\POSSCRK5.0WG

•
; r. .: t
-37
ris
/
.7.., o
33x0 /�
PROPOSED 6 " PVC FORCE MANN— '' -N ..-7---- e •-•••
to
-/
Z' Z7:/-
o
LU
Z 10 ' OFF EOP - / I...4.°44.....
/;,....- l \ \
Cn PROPOSED 6 " PVC FORCE MAIN x04 / / "/
3t' / - N
29 + 00 31 +00 XISTI,NG FORCE MAIN ' , 'l�rj.---
....14r7,•0;14
/
32+ 00 33+00 ABANDON) - ' / / / x' \
I
i 1 + 1 1 1 _- _ _ - __ / C
-lit--
— --541..
F - - - -4 + 00 35+flfl / 2,.:,----
__
ui \ \ ,
I- - ��
_ i
-
-�� ' � \ \
04
\Z - — — --- —
-- — _ -
- \ \ \
1-- \ \ \
14
•
T -
405 --- .155 420 420
. . _
3 ' MIN. COVER ( TYP. ) - - i ...•••
• :
400 -_ , . . __ 1 415
. ' MIN. COVER (TW.)
EXIST GRADE EXIST GRADE
/ f
.0
395 - - - — 410
: H < -
i
390
••••44#. Ply 405
PROPOSED 6 PVC ', FORCE MAIN
PROPOSED 6 " PVC FORCE MAIN
i 4
i
i
i
/ i - .
385 - 305 400 400
HALIFAX ST./ SR 1600
HALIFAX ST. / SR 1600
4t
I
I. 129 + 00 30 + 00 31 + 00 32 +00 33 +00 34 + 00 35 + 00 36 + 00 37 +00 38+ 00
CD
S
t7
L_
CCI
CJ
.�``%%-\A CARif 1144 1.,, I a :1
-� � 6:0::::::.....,
• �. SSio /'• i,e . ! -• 107 East Second 8t.
" r S Ni ISAASSlpy 4C7 •, a Engineers
efts : Q. 9( : Planners
• SEAL s Since Green/11e, N.C. 27858
` - 's• 17695is
1918 (252) 752--4136 Surveyors
10 ��o•y<.NG I NFF`�.r'�� PLAN & PROFILE SHEET
'%,",; '••.......•- c,,��.� TOWN OR WARREN TON
y �''� CK
• ` Ii
,1, s r POSSUIvfQUARTER CREEK
DATE g� f z OUTFALL REPLACEMENT PHASE I & II
WARREN COUNTY, NOR774 CAROLINA
�'•
• SURVEY DRAFT JAL SCALE HOR: 7 "ASO ' DRAWING NO, SHEET
DESIGN FLS CHECK FLS VERT. 1 "�5' �,j - 2551 (� OF 11
01 /07/02 10: 45: 01 J: \MUNI-CAD\WARTON -20076-POSCRK\DWG\PGSSGRK6.1)1p%

. . .
_a
. .
• l O
QD-
MA TCH LINE" ; ,
I I I SHEET6
I • PROPOSED 6 " PVC FORCE MANN +
I �� 5 ' FROM144.4 tt
� 9
I I 6 ` 90' BEND EXIS 11NG
Cc Q
III.
I W FORCE MAIN EXIST. 6 ' SE R `t OPEN CUT 5 LF
+ FORCE MAIN ABANDON)
6 ` 45 ' BEND
+
40 00 41 +00 EATON STREET
_ 42 +00 43 + 00 0 LF 648" � DIOVER
I 1 fL . __ + fr k
if'
r Lam_ — __ ��
-
i411
LEV. —J '—7409. 21 MH 65 Ic� f V, OUT 401. 71 ELEV. — 414. 32 INV. OUT=408. 88' 418f II I / 1'
V. OUT=404. 98'
j I J I I IF
I I NORTH
AMO ,
�� / / / /
,
0
•
jI+ �? •
420 i
' ! i � " 1 420
• .
W j
to C)
3' MIN. COVER (nip.)
END PROPOSED
FORCE MAIN ;_
415 0 � ' `° 415
EXIST GRADE ____
i _ _
1 -- —
W N v
q4
Q
_ . . .. _ 1 . _ j. . ... - - _ . . �. . _ - r� �Y . \ { .
-... r - . - . . +
410 — _ -- -- -�
410
r---- --H
,
F
405 PROPOSED 6 " PVC FORCE MAIN
` 0 405
1
SORE HOLE FOR PROPOSED !
6" FORCE MAIN INTO
400 EAST, � FORCE o 400
MAIN AND ABANDON •
ccm
co'
EATON ST'. v
r
2 :
s-i 39+ 00 40 + 00 41 + 00 42 +00 43+ 00
c�
,J
CP
L.
r.
l.i
Ci)
Va
r7
.
C7..
r 74
te
4_ fESSipy�'�'9 - N - Engineers
�? Zs ;Q,, -9�'� I 107 last Second St. Planners
z SEAL t Since Greenville, N.C. 27850
,,= 17695 �, 1918 (252) 762-4135 Surveyors
ci
iti
3 ` PLAN & PROFILE SHEET
27
�i;; C K Lgiliii : �� S TOWN OR WARREN TON
. SIA^ POSSUMQUAR TER CREEK
OUTFALL REPLACEMENT PHASE I & 11
T
WARREN COUNTY, NORTH CAROLINA
T� DATE Q
r
c
SURVEY DRAFT JAIL SCALE HOR: 1 "=50' DRAWING Na SHEET
4'I
DESIGN FLS CHECK FLS VERT. 1 -'2=5 " �f - 2551 7 DF. 11
01 /07/02 10: 59: 23 J: \MUM - CAD\WARTON - 20076- POSCRK\DWG\POSSCRK7.DWG

:. . . a
. .
/
/
/
/
/
/
, A_EXISTING EDGE OF CREEK
/ \ 41/ ,
/ EXIST. 8 " SEWER
/
EXISTING /
MH MH . 1 + 00 2 + 00 2 + 66 . 55 '
/ N39 29 '19 "E266. 55 '
/ \ EXIST 6 " SEWER
/ 1
MN S4 NG \
V
/ EXIST 8 " SEWER REMOVE EXIST. 6 " SEWER &
/ REPLACE Wl TH PROPOSED 2 62. 55 LF
V ze 8 " GRAVITY SEWER MAIN \
/ CONCRETE PIER
/ / aTEMPORARY SILT FENCE WASTEWATER SERWCE SHALT BE
vMAINTAINED DURING SEWER
LINE REPLACEMENT CONTRACTOR
v SHALL PROVIDE THE MEANS
NECESSARY TO CONTINUE SERVICE.
�,
CC it
`�
3008 ' _Ain 300
N
SCA. 1;01
} i
Lin 1- 60 FL --8 '£ t . "--
•
- L ONGSP,AN
LO d
C 295
295 RJD(P / I1
to 41 + / ' 11
40. 0 ' ,dr _ / LI
H
. J 1 _ - ; _ �
C k \ ; EXIST GRADE .._
290 1 sporsu 290
I I _ _ f y . -o • '' /EXIST6 " SEWER
1 1c
--4-44j iea. a � a / 1ST 6 " SEWER ;
M ; / , ( 0 BE REMOVED) 285
285 —
J —PROPOSED 262. 55 LF E"
® I t 1 DIP GRAVITY SEWER
9 CONCRETE PIER I ® 1. 64.
CL rn of & ; 280
280 9c) c_i + W 'Lev + ' u + `
0
2-Z
.ry
:.-, 0+00 1+00 2+00 3+00
v
- 1
T3
S
`'
{
T
p�.\N••CARO/...„„..,4, �•. N : 1 Engineers
=� :ZS %4E 0'9••� tit 1 107 Feet Second St. Planners '
3, ` : y = .
Nt". OW
_ Greenville, ` N.C. 27888
SEAL • M Since
1918 (252) 752-4135 Surveyors
•
,., ; 17695 /to
'-, (0%gSG.I gtCree`��,? PLAN & 'ROFILE SHEET
a ii •�,��� / CK ,,. /' } �`TO jM AOR WAA ?RENN TON (�
_ �I/111 PVSJUIY/ QUA! � TET f CREEK
�
'` OUTFALL REPLACEMENT PHASE I & II
DATE efriVoz. WARREN COUNTY, NORTH CAROLINA
SURVEY 1 DRAFT ‘,IML SCALE HOR: 1 .4= 50 ° DRAWING NO, SHEET
VERT• 1 "=5 ' W - 2551 8 OF 11
assiersainagassinsDESIGN r S � CHECK FLS �
aliiinalladlite \ MUNE -- . A i \ 4An ON - 2007t O CRK `. UWC \POSSCRK1 , DWG
-ter. ^vwF.:t,ffi'9.: +5..r_.�iilik.YSf�l'�+'3�'wMIS.d!ati/4Le.:hu°''�K�+.aA�JI'��r..M.`i.�' i^+&r3R1: . :. �. •. : r . �
i�"..'W'iM3-.�ik:�k�. �+Wr, e :,S'3'TyE'�v.3A.efk"QldSkv_ .£i� SNra nicL . wA�r'-. .. _ E1NIF�'.n n, C.��. _ e+s �..�f+l - +4�+`31ie •^+9'Y-'^ M. ;ddP'1"_-:�M'1t{i�*'�M'4+MRIM Ywf!1?ik4S+WEkd.- .. . .ads _. 9k�ICA�'��S9Y�^4�.As3AS�

p
VAR/A1ILE AS DIRECTED BY ENGINEER 2" TYPE 1-2 ASPHALT SURFACE
t2' It 2ht3f4' Ma PPElitii:
(10' MAX.) I minAS REQUIRED Mt1M TMO t/"1' OVA -SAW JOINT (SEE SPEC/FlCATiON) SAW JOINT (SEE SPEC/FlCATTON) ANCHOIR B OS (ALEXIT. PAVEMENT AND BASE WPM aMu.v.)" }•x FlMISH£D GRADE12 GA(YGE• 4 "x 4 " WELDED WIRE FABRIC ,, xt :' 4. 11) • ' 111, — 1111 !� D.LP._ , _ _ _ ♦ .t �Z �• .. y►• 1 SEE PLANrr ` .\ / - ISI _:= iiII�Ili --- III ' .;: • :,r : , : • . `N 7 •�` � � �� � //�///�/// ;:tai � • � • • . . /��///�///� Tr p ��i '1�` �4 y-:I lIi .� Iill�lillv :�:' BACKFILL 1 _ -' / I =� Pra— \/ / �� CAB 1N COMPACTED Z �. ,/\ I �.�ll1 III1 =// LAYERS/ / , , p0 ' %:11 ?" X 4' /Afl'UNDISTURBED EARTH \
y . , 4 :
STEEL POST N 1►��,111� _,f__-_— \ J ma 4 BARSc. ' ° M0EAC�iIN6AY` 12 MIN. j 2 " ALL REcnrWIRE FABRIC , \ , • ' _ BACKFILL WITH SELECT irorArI��► / rt2 .� ` + ` ,� /�SELECT / MATER/AL !N �� ,, I p" A ��GERESISTANT �tiBACKFILL COMPACTED LAYERS /GEOTEXTILE FABRIC EMBEDMENT �\ � �� . \j� � t -: � - � 4S
/ , ' PIPE / rL04,,BACKFILL !\iii.\\ A\
1 = GRANULAR \ :'r• • • 'raw on' • • o tt :
*0 : co • 0 0 / 4 " MINIMUM •
1 = EMBEDMENT / , •t ••. 9c/ \// / /// // , // , // / // As REWIRED •�
��'� ►I GROUND LINE I /\ /
III \///. ////////////// 13 CONCRETE PIER DETAIL oWG. "o M-31E
-- BURY FABRIC 6 " MIN.
" �� 9 NOT TO SCALE
5 CLASS C BEDDING 9 TYP. STREET RECONSTRUCTION WHERE
9 NOT TO SCALE DWG. NO. M-238 9 PA i/EMEN T CUT I S REQ. NOT TO SCALE � °'"�' "o: '"-208
� TEMPORARY SILT FENCE
9 NOT TO SCALE � owc. NO. EC- �
EXISTING GROUND
__ ___- 1H - 111 -,--111- 111 --- 111 - 11-111 -111 - 111 11-111 -- 111 -- 111 I I 1 -- 111 -111-11 l 111 -
--III - 111 III Ill
{ I-- I I 1 -- 1 t I- i i III 1 I- 1 I I `-) I I -•III- I 1 I i I-� I I I III I i I III f I I I I i
RN/SHED GRADE
3/ I - U I IIIIIMIIIII"'�'' DUCTILE IRON PIPE TO BE EXTENDED
CREEK/DITCH BED / �\ 011_ 4 1 10 - 0 BEYOND EITHER SIDE OF
‘ ti , , /- / ,/ CROSSING.
777
EXISTING STORMThtz , FILTER CLOTH BACKFILL '\ ••..- _ , DRAIN \(149 -
ilI 11111 11111 1 y/R!P-RAP TO CONFORM - _-_ \ a' : - �".(1: kMll �L- - // __. I'� -
TO EXISTING SLOPE - - -_ ' / s II )IIi� _ uttL _ toy \/SELECT '\ - \ \
BACKFILL / - // 12 " MIN.
DITCH CROSS-SECTION EMBEDMENT / , . ' V
•• •.4,„:•41*.fie .. Th. . . .•tit.i•liie I / ------ -------
i/ lile %lair4'4.;
��
REODI ` ";4,1 01
PIPE 80 / -Illik‘ 1 .. __
GRANULAR �:iy• ' �• 1111111111. . . . . . .. . . . . . . . . ._ - f...-7:7.y.:7::::::::::::::::-. 7:;::_ - = - — : •
EMBEDMENT �\ •, • j ;s; •
- _. - _ _ - . _ _ ,�� !`�; .• .� co. — THRUST BLOCKING THRUST BLOCKING THRUST BLOCKING
= -- �\ .� W • ° o • W/ ANCHOR RODS W/OUT ANCHOR RODS W/ ANCHOR RODS
---` I = / ��� ° 0 • °� ••� / 4 MIN.
/\•ar . . ° . o . • . • • . ' \/ PROVIDE RESTRAINED JOINT PIPE
CRE EK/DITCH BED //\/// /// ///�/// ///// AND FITTINGS AS SHOWN AT AIL
( STORM DRAIN/CREEK CROSSINGS
MSEE AY DEFLECTlIPIPE s).J0lN ONTRA��0R
DITCH PLAN NEW OF USING FITTINGS W/ ENGINEER 'S
" „ APPROVAL.1CROSSING UNDER STORM
CO CLASSD BEDDING 9PIPELINENOT TO SCALE ° ' "a M-168 1
9 RP - RAP DETAIL DWG. NO. M- 24A DRAIN/CREEKS
9 NOTTTO SCALE IDwG. NO. EC-- 7B � NOT TO . >CALE
BOLTED PLUGVARIES
B NOTES: � �� I�--I f rill/ //, t 1-1-111-61--__ '
CONSTRUCTED " ►-_I 1 [ ,I I i_J_' -
- - - - - A 1. ROCK CHECK DAM SHALL BE _
A / OF CLASS TRIP-RAP WITH 12 " THICK N0. 57 FINISHED GRADE
- - - STONE FACE ON UPSTREAM SIDE. 3
.r- �I -= 11111E-----4-11111 .= 11111 /" -1) ) V/: CO 4. . COLLAR d
NC
- - - -9— -7 2. H= VARIES ACCORDING TO LOCAL CONDITIONS. 11111 '- 11111 IIIII --- 1111
INSTALL AS DIRECTED BY ENGINEER. / r /
SDETAIL
\l Il � 11111 xFOR IT s/PING
2 N\ N 1 0
- - - - BACKFILL /\_:1 111 -21111 -- 1111 / SEE
///
/ ' • - % / 12 " MIN.
SPILLWAY SHALL BE 6 " MIN, BELOW LI YELL OF LOWEST BANK `� es
FITTING AS READ//� / v SEE SITE PIPING
SELECT / 45 • BEND
SPILLWAY- W MIN. 2INH BACKFILL //\
MIN. PIPE • _
Y 2/3 STREAM WIDTH \moi EMBEDMENT /\
\
\/‘ /�' ' �. � N0. 57 STONE /\ ` . • _ _ _ - o8
f i
4!`, ..„. . • H 1 / `� \ 2: 1 2\ ` , / 4 " MIN. FLOW
CLASS I RIP-RAP
// .mak \ \� a . •V / \/� /I�4 I • . / /i 3/t/ i / / /NN / / / / PIPE CONTINUATION
/, /A /A /A /A /// / FOR ON LINE C. O.
A-A B-B
» » EXTERIOR CLEANOUT DETAIL
OCLASS E BEDDING — 9 NOT TD SCALE 1DWG. NO: SS- 28 I
TEMPORARY ROCK SiLT CHECK DAM . NOT TO SCALE Dwc. No. M-248
DWG. NO. EC- 3
9 NOT TO SCALE
24 " MH FRAME AND COVER
TO BE SET IN MORTAR
FINISHED GRADE GRADE RINGS (MIN. 2)
�, FOR FUTURE ADJUSTMENT
5 '✓/ // I1 — IMI = 1118 - 11111 = //<2/\//\</
BURY UPSTREAM EDGE E.F PLACE STAPLES 1 - 1/2 ' TO /\ " \/ - „�{"�'"�+� \\ \\
`r LAST STRIP 12 " OR MORE. ;\ = 11111 M. J. CAP W1 TN UPPER ALL FITTINGS AND PIPE
6 ' APART OR AS REQ 'D / m= III .41111!®. / 2/3 OF END REMOVED IN DROP ARE DUCTILE
TO HOLD JUTE FIRMLY BACKFILL ` / SECURE WITH RETAINER IRON MECHANICAL JOINT
_ IN PLACE - 11111 � Illll a Ill ,/ GLAND • ` ►MTH RETAINER GLANDS
Tat 1 l 1 ( / Ill=s-= -Ill m a 11 l �/ �' MN IIS' ►t H g=1► ` DIP TRANS) TION
=El=1 a.•M I \ DIAMETER
1 1 OVERLAP STRIPS 4 " 1N = ' is as SPECIF1E5 INCOMING PIPE SIZE
DIRECTION OF FLOW _ /\ III-N111111�111111eIIIIILs / OF 8 "- 12 " USE
I 1 1 s " DROP
I - / �����KuCARQIt`t� i 11 j��y�_ '.11110=1111=1111 - ,.*` •........• ', JI ���� Engineers
1- p ( ✓ BURY EACH EDGE OF j " ' 12" M/N. rs
EARTH FILL
� ' = -- - 11111 = C Planners
� ' 1 I STRiP 4 " OR MORE. WW -_ COMPACTED TO 95.°6' lVi, Clos
�\ �. .... • ' ' = Q 9l •' SiltCe 107 8 4 3Sd .�UI`Y@01'9
c 'r "illimill� / NOTE: AST �1 �� � i�jllPCONCRETE B1. 00KJNG __ SEAL = S• 1918 C )Greenville, N.C. 27858
1 - - 1 EMBEDMENT / 1 EXTEND PREC
JUTE MATTING STRIPS _ r \ EXTENDED BASE ' ` TO TOP OF PIPE 1 -
71‘ratell9
. — -- \ III�I PIPE 111111_ / , 769
, r OVER 12 ' DEEP -- SPECIFIED �4� �, � � MISCELLANEOUS DETAILS
t t / Till —
n \ -STABILIZATION STONE /. Fp •. i(i� I �E�c, .r�,0.�'
\ IIIIII +_ AS
. �4 �: � / =_� . _ � (12 " MIN. UNLESS '0i��� CK .•L itiossa' T4fNN OR WARRENTL?N
r: : STABILIZA710N / '-'� TYpIC'AL SECTION OTHERWISE NOTED) �u� �n�/ / / � ,y� POSSUMQUARTER CREAKI & II
/�///.// ///. //, //. �'= OUTFALL REPLACEMENT PHASE
PLAN HOLE HATE o WARREN COUNTY, NORTH CAROLINA
8 CLASS "F " BEDDING 12 DROP SAN/ TAR Y SEWER MAN
TION W JU TE MATTING 1DWG. NO: M-28 SURVEY DRAFT .RAI SCALE DRAWING MO.
4 SLOPE STAB/L /ZA / 9 NOT TO SCALE ( DwG. No. M-2sA ) g NOT TO SCALEEET
or 11
DWG. NO. EC-BA1 DESIGN FLS CHECK ELS AS SHOWN �n/ "` 2rJ�J1
rn
9 NOT TO SCALE l
01 /09/02 08: 50: 21 r \MUNI- CAO\WARTON 20076-POSCRK\DWG\MISSDET.DWG

•
—
e '
— --- -- ----.3 ------- m" -- L , . , Li
SHOULDER OPERATIONS SHOULDER OPERATIONS ON TWO LANE ROADS ONE LANE . CLOSURE ON
TWO LANE ROAD
FLAG PADDLE r ( MINIMUM 6 " FROM EDGE OF PAVEMENT) ( WITHIN TWO FEET OF EDGE OF PAVEMENT)
STOP
/ - w -i �II wafl- 1
TO STOP
11 TRAFFIC
XXXFTj'
CONSTRUCTi •
� 44
fir .' ROAD ' •1 a ` `I . END `� fil ` . 4 {
CONSTRUCTS • T i ' IL .
1, To stop traffic: The Flogger shall face traffic and extend the { ' • — j � t
r � .• XXX FT i , CONSTRUCTION ONE LANE
ROAD T ? ' p •i
flag4.
horizontallyacross the traffic lane in a stationaryposition { j ` .• • � ' 1 wee t ' i ' ) •
... , , w2ia-f � ' ; _ �- r ! -; c 2+0-? XXX FT H
. � , _ �, ; ,. •.
. ; Irlso That the full area of the flog is visible hangi»g below the w20-4staff For greater emphasis the free arm may be raised with ; j • .; 44 • , ; CONSTRUCTION
' ; " ' : f I ; ; % END
with the palm toward approaching traffic. ; i 1 .' •} {
! 1. • . ..'-'` , . .• -
y y4 : . � � ' -' i ',�'• , 1 .. a . .
• a B ?G-2
• '; • ' VARIABLE © , k �_ tar ! 1Q 1 TA1'fN
1km,..5 ,0,4„,
Le; 0 „ ' ; • NOTE:' " 'yo' n•; . Ml7�( Aft£A w ?a-7c ! ". p
1 v�. • IF MiN/NUM OF 10 FEET ar ' et. 2001 ,
' i RIGHT LANE CANNOT BEU ',i ' ' ' �t
•
• MAINTAINED USE FIGURE !' r
TRAFFIC ,,• 17 FAR CANE CLOSURE. :•, ;[] j ' q • t t.
PROCEED ,, , ; ' „ • a ; 1 i ; ! ,• ' Zit
6 MIN. i �• •1 , �i ' •. • f j
����
r • H MNf?41[ A
V ' �j 3 . y ROAD
I- - �. ' ( .i
2, When it is safe for traffic to proceed : The Flogger shall ►, © CONSTRUCTION < • j: °
stand parallel to the traffic movement and with flog and arm o . t1 � .::_ . �
lowered from view of the driver, motion traffic ahead with w s-fo f ' <
his free arm. Flags shall not be used to signal traffic ; ' I' ' END ; ' ; �fa1 rAFE7P wm -le
9 9
i , r ar<
to proceed. " i i ' CONSTRUCTION . . © fav f E• • �: Q a I
� , ' ' 6 ' MIN. i 1 ,� . • ; � ..1
: ir
J : G 20-2 L � . 1 : l ` 1
s _ !` `�' " END i ij -• .• ; i: 1 i '
taiK 4 U 0 d ROAD CONSTRUCTION Tt , r • • • ' ,-;
041
�
f . :` CONSTRUCTION G 20-2 ONE LANE
i ' XXX FT i
NOTE' r • .ice i :' . r' ., it I ' .l :I. i'
, ' ROA
t , k � , r � W 20-1 '
TO ALERT ; , • •
h IF VEHICLE AND WORK ACT7Vl TY F ' r 1 XXX FT
ii AND SLOW - ► . , t , i wsa-4
��a TRAFFIC ARE BOTH BEHIND THE DITCHLINE, ; 4 F � . * ' '
THEN ONLY EMERGENCY FLASHERS +
ARE REQUIRED. it .. .
r ' CONSTRUC • ►
3. To alert and slow traffic : Where it is desired to alert or slow -
FIGURE 13
traffic by means of flagging, the flogger shall face traffic •
and slowly wave the flog in a sweeping motion of the w 20--i
extended arm from the shoulder level to straight down without
raising the arm above a horizontal position. FIGURE 11 FIGURE 13
0 TRAFFIC CONTROL DETAIL TRAFFIC CONTROL DETAIL TRAFFIC CONTROL DETAIL ea TRAFFIC CONTROL DETAIL
I DWG. NO. T-2 NOT TO SCALE i DWG. NO. T-50 NOT TO SCALE I DWG. NO. T-7
NOT TO SCALE I
NOT TO SCALE0DWG. NO. T-9
SIGN SPACING TABLES HEIGHT AND LATERAL LOCATION OF SIGNS LEGEND
OFF— ROAD SHOULDER OPERATIONS I T I BARRICADES
The following tables are included as a guide to the actual layout ( TYPICAL INSTALLATION ) ON TWO — LANE ROAD
- of signing and channelization of the work site. Traffic Control ii TYPE II BARRICADES
Details make reference to the appropl iate Table by number. The
maximum spacing between devices in a taper should be approximately ( 2 ' - 6 ' FROM E . O . P . ) ® TYPE III BARRICADES
equal in feet to the speed limit. Devices placed on a tangent to
keep traffic out of the closed lane should be spaced in accordance • CONES
with the extent and type of activity, the speed limit of the OUR a DRUMS
roadway, and the vertical and horizontal alignment of the roadway ROAD 500 FT
such that it is apparent the roadway or lane is closed to traffic. CONSTRUCTION ♦ ♦ Y FLASHING ARROW PANEL
A range from two to four times the posted speed limit is suggested. AHEAD FLAGfR
� 1.. .,.. ... .;. . .. ,
i •� SIGN
TABLE 1 TABLE 2 ' , •.• ,
MINIMUM SIZE OF WARNING MINIMUM DISTANCE BETMEEN �� END WORK
ADVANCE WARNING SIGNS © 2 TO 4 15 coN XTRu Tn • ► T , ` ; AREA
SIGNSz ' ; CONSTRUCTION �""
-
{ . �. ^. . .
•
..�► D1RECnaN OF TRAFFIC FLOW
CURB AND GUTTER I MPH
REFER SPEED OF TRAFFlC SPEED OF TR'ff1C N. in • "so-1 G so--?
SPACING TABLE NO.
TO UP TO 35 MPH UP Tt3 35 MPH a !,
6 ' TO 12' Q Q > �� HIGH LEVEL WARNING DEVICE
SIGN LEGEND 35 TO 445 MPH 35 TO 445 MPH a
ct
.4 OTI i , ' fart FLASHING WARNING LiGHT
45 TO 55 MPH 45 TO 55 MPH WITHOUT
EXPRESSWAYS EXPRESSWAYS CURB AND GUTTER C.
— 1111 - — '' ..: , : ' — — ' STEADY BURNING WARNING LIGHT
TABLE 3 - LENGTH OF TRANSITIONS © ` ` \\'\, `'� �\ r ' • ; : : F' '
*: r I WORK VEHICLE
wroTH(FT.) 1 1 2 I 3 I 4 5 i 7 •
I L 9 I 1.Q t1 1 12 • P ' - • • -. •, `:
SPEED LENGTH OF TAPER/FT) LD4GTH OF TAPER7T. •°' RAILROAD TRACK
(MPH) MiN. MAX. MiN. MAX. MIN. /MAX. MIN. MAX. MIN. MAXIM*. MAX.MIN. MAX A 1N MHN. ,MAX. MiN. M �fA [KLA MINIMUM 2 , MAXIMUM %� • i
20 10 15 15 20 20 30 30 45 35 55 ,, 40 , 60 _ 50 75 „ , 60 90 , 70, 1 ,114a iro 6 ' FROM THE EDGE OF ,, • P , : ' • • t•t �r RAILROAD FLASHING LIGHT h1AL
25 15 25 25 40 35 55 45 70 55 85_ 65 , 100 , 75 , 115 85 , 1 95 , 145 105, 1 1114 .. 17 1 PAVEMENT. - • AND Auro�tA nC GATE
30 15 25 30 45 45 70 60 90 , 70 , 115.,_$0 _l35_105 ,16Q 120 1 135 ,205, 150 ,22 22i-M° 25 1 ��; • _ 1 is
35 25 40 45 70 65 100 85 130 ,105. 160 125, 190 , 145 ;220. 165 X80 ,205.,31 �3 . i 4.. . • • .L r `
;ti 40 30 45 , 55 85 , 80 120 110_ 165 135 205 160 ,240, 190 285,215„.3.25 240;60 270 ,�4 , 400, ,-
45 45 70 90 135 135 205 1 SO ,270325, 340)70 405 315 475 360, 540 405J10 450 675 495 7 - ° •• 0 8 TRAFFIC CONTROL DE TA lL
50 r 50 80 , 100 150 150 225 200 3010 250 375, 300 450J50�254 40Q_600 450 67,57-500 , 750 QS 824,600 ,900 ROAD
„ 55 55 85 110 165 . 165 25Q220 33Q_275 415_330 _415.3 0,44Q_660_495_ 74&550 825_805. 910_660990 CONSiRUCTi • BUMP 100' t I { :. I ' 4 11 NOT TO SCALE IDWG. NO. T-39
•
v At minor maintenance or construction operations, particularly on • :lilt
`'' 0lightly traveled roods, there may be no need for the sequence of 10 Advanced Warning Signs. The SHOULDER WORK AHEAD or similar sign II I. , ` y 'AHEAD
this sin should may be suffr'cient. if only one sign is used, g �- �-� w Ij
---) be supplemented with a high level flagduringdaylight and with 2 ' TO 4 ' 15
- ': * ,‘'
14.•
PP 9i
MPH .z yi • � `
a Type A Warning light during darkness. In rural areas where CURB AND GUTTER ;
only one advanced warning sign is used, place this sign 500 feet END ; : :- •4 1 ROAD
�' CONSTRUCTION i • • i . CONSTR D- XXX FT
CS, in advance of channelizing devices. 6 ' TO 12 ' Q t1. +a , 1 . � � ; M 20-1
z� j 2 G 20-?
NfiTHOUT - • . ` •
CURB AND GUTTER
-
-- 0 Taper Formular: L = WS for speeds of 45 or more. - T — i - 1 N
�a� N CARO . ,� i a
cn L = WS2 for speeds of 40 or less. r
a w j -9 194 Ent Second St
*40- 1047;" Engineers
cc
60 JLi Q l ' Planners
• SEAL : 1918 (262) rs -4ts� Surveyors
Q • Since Greenville. N.C. 27858
to Where: L - Minimum length of taper
fa_' S = Numerical value of posted speed limit prior to works F1GURf 1
FIGURE 12 14:40,4\4.-C
�c\ Q' * „
or 85 percentile speed
o `�'clr -� '� TRAFFIC CONTROL DETAILS
17695
o W = Width of offset. '�•�F'Q •~•• � �`,
'sib CK • , TOM'! WARRENTON
�„� = ' " PDSSUMQUAR 7..ER
CREE c'
3 COFFIC CONTROL DETAIL ic, D 1-140 TRAFFIC CONTROL DETAIL 6 TRAFFIC CONTROL D� TAIL �,TE g� /,az C3UTFALC RiE'PL t +CE N ?` PHASE I it
1 NOT TO SCALENOT TO SCALE
DWG. NO T-i 11 NOT TO SCALE DWG. No. T-6 WARREN COUNTY, 4, p �j + ,.,�
I�I,O;`1 T!'f (,rrRi.t{,.�NA
`° SURVEY DRAFT JIB SCALE DRAWING i43. ' S I
DESIGN as occx p,, S H /N 1�I - 2551 11 11
01 /09/02 e8: 50 21 J: \MUtNri—GAO\WmtON•-
: 2006—FpSCRiC1t?YVGW5SDET.17WG .
.
4
,

SF WA TF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
`pO6 North Carolina Department of Environment and Natural Resources
+_ Alan W. Klimek, P.E., Director
a � Division of Water Quality
January 27, 2003
Warren County
DWQ Project #: 03-0020
Project Name: Possumquarter Creek Outfall Replacement, Phases I & H
APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Tar -Pamlico River
Town of Warrenton
Post Office Box 281.
Warrenton, NC 27589
To Whom It May Concern:
You have our approval in accordance with the attached conditions and those listed below, to place
fill material in 0.017 acres of buffers for the purpose of outfall replacement as you described in your
application dated January 3, 2003. After reviewing your application we have decided, this fill is covered
by General Water Quality Certification Number 3374. This certification allows you to use Nationwide
Permit Number 12 when the Corps of Engineers issues it. This approval is also valid for the Tar.
Pamlico River buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal, state
or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non -Discharge and Water Supply Watershed regulations. This
approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application
except as modified below. If you change your project, you must notify us and you may be required to
send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all conditions. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
required as described in 15A NCAC 211.0506 (h) (6) and (7). This approval shall.expire when the
corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this
approval to be valid, you must follow the conditions listed in the attached certification and any
additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify
the state in order to assure compliance for future wetland and/or water impact. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of
the 404 Permit (whichever is later).
2. An additional condition is that stormwater shall be directed to sheetflow at non-erosive
velocities through the protected stream buffers.
3. An additional condition is a final written stormwater management plan shall be approved
by this Office before the impacts specified in this Certification occur. The stormwater
management plan must include plans and specifications for stormwater management
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax),(http://Fi2o.enr.state.nc.us/ncwetiands

facilities designed to remove 85% TSS according to the most recent version of the NC
DENR Stormwater Best Management Practices Manual. Also, before any permanent
building is is at the subject site, the stormwater management facilities, as approved
by this Office, must be constructed and operational, and the stormwater management plan,
as approved by this Office, shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send
a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office
of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Beth Barnes at 919-715-8394 or Steve Mitchell
at our Raleigh Regional Office at 919-571-4700.
Attachment
cc. Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Sincerely,
rector
Fredrick L. Stowe, River &Associates, Inc., Post Office Box 929, Greenville, INC. 27835

�
Office Use Only: Form Version May 2002
03 U
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not App 11 k Q o
I. Processing�_� 1� j
.IAN 9 2W3
1. Check all of the approval(s) requested for this project.
❑ Section 404 Permit ❑ Riparian o Waters
❑ Section 10 Permit ❑ Isolated �f Q
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ❑
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal l�lanagement Area of
Environmental Concern (see the top of page 2 for further details), chckliere: ❑
r
II. Applicant Information
1. Owner/Applicant Information
Name: Town of Warrenton r
Mailing Address: P.O. Box 281
Warrenton, NC 27589
Telephone Number: 252-257-3315 Fax Number: 252-257-9219
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Rivers & Associates Inc.
Company Affiliation: Consulting Engineer
Mailing Address. 107 East Second Street P.O. Box 929
Greenville NC 27835
Telephone Number: 2524524135 Fax Number: 252-752-3974
E-mail Address: [e-mail]
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17 -inch format,
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Possumquarter Creek Outfall Replacement, Phases I & II
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Warren Nearest Town: Warrenton
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Possumquarter Creek Outfall is
located near US Highway 158 Business/State Highway 58 beside the Armory Building force
main replacement can be reached via SR 1600 (Baltimore Road) in the southern portion of
Warrenton.
5. Site coordinates, if available (UTM or Lat/Long). (1 N 36°23.968', W 78°8.789'
L2,) N 36°23.839', W 7808.737' (3) N 36°23.810', W 7808.757'
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for
each crossing of a distinct waterbody.)
6. Property size (acres): 2.8 acres of area total project disturbance
7. Nearest body of water(stream/river/sound/ocean/lake): Possumquarter Creek
8. River Basin: Tar River
(Note — this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application. Possumquarter Creek runs through light residential areas in
and out of Warrenton Town Limits. Possumquarter Creek has a sewer easement with little or
no development nearby. The proposed stream crossings are located at existing sari sewer
stream crossings that are on cleared utility easements.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used.
Approximately 4,366 LF of 6" PVC force main is proposed to replace an existing force main
from the John Rigaan Puma Station. Also, approximately 2,688 LF of 10" and 30 LF of 8"
gravity sewer shall replace the existing�Possumquarter Creek Sewer Outfall. Finally.
approximately 263 LF of 8"rg avity sewer shall replace an existing aerial creek crossing on
the Franklin Street gravity sewer line (no disturbance to the stream bed is proposed by this
aerial crossing.
11. Explain the purpose of the proposed work: To upgrade the capacity and reliability of
existing _gravity sewer and force main serving the Town of Warrenton. A large portion of the
Town's sewer system has reached the end of its design life. Furthermore, portions of the
existing sewer outfall along; Posg mquarter Creek are now exposed after stream bed erosion
caused by flooding during_ hurricanes in recent years. It is critical to replace these
deteriorated lines because this system not only carries the Town's wastewater, but Warren
County's as well.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
DWQ permit No. WQ0021880 dated 10/28/02 — approval of plans and specifications
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permits anticipated
VI. Proposed Impacts to Waters of the United States/Waters %I the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 7 of 13

delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed sewer lines will cross
under PosgMuarter Creek in three (3) separate locations. The proposedrg avity lines follow
an existing sewer easement.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact*
Area of
Impact
(acres)
Located within
100 -year Floodplain**
(yes/no)
Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A
Sewer Installation
25
Possumquarter Creek
25
Perennial
2
Sewer Installation
15
Possumquarter Creek
15
Perennial
3
Sewer Installation
10
Possumquarter Creek
10
Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100 -Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA -approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fenia. og_v.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property. N/A
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below.
Stream Impact
Site Number
(indicate on map)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culvert
Type of Impact*
Length of
Impact
(linear feet)
Stream Name**
Average Width
of Stream
Before Impact
Perennial or
Intermittent?
(please specify)
1
Sewer Installation
25
Possumquarter Creek
25
Perennial
2
Sewer Installation
15
Possumquarter Creek
15
Perennial
3
Sewer Installation
10
Possumquarter Creek
10
Perennial
s and associated rip -rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip -rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1400-358-9616, or online at
Page 8 of 13

www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgp(iuest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 50
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below.
Open Water Impact
Site Number
(indicate on map)
Type of Impact*
Areaof
Impact
(acres)
Name of Waterbody
(if applicable)
Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply); ❑ uplands F1 stream ❑wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw -down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Speccally describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
All nronosed sewer lines will follow existinu sewer easements. lowering the overall cost of
the project. Due to funding constraints, increased costs would have made the project unfeasible.
The existing; line to be replaced along Possumquarter Creek already crosses the creek impacted
by the project.
Page 9 of 13

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigati
ireon plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwettands/strmgide.htnil.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
All streams impacted are perennial streams with small flows. Erosion control matting=
silt fencing, and prompt reseeding; of excavated areas will mitigatepacts to these streams.
Stream crossings will follow existing sewer easements and will be installed by open cutting:
Project specifications require the immediate restoration of streams to better than or equal to
existing conditions.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/jndex.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): N/A
Page i0 of 13

Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres). N/A
Amount of Non -riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ❑
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ❑ No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ❑ No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar -Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ❑ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of L buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
POSSUMQUARTER CREEK CROSSING NO. 1
Zone*
Temp. Impact
(square feet)
Pte• Impact
(square feet)
Multiplier
Required
Mitigation
1
450
300
3
N/A
2
300
200
1.5
N/A
Total
750
500
N/A
Page 11 of 13

* Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.
POSSUMQUARTER CREEK CROSSING NO.2
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
POSSUMQUARTER CREEK CROSSING 140.3
Zone *
Temp. Impact
(square feet)
Zone ,�
Temp. Impact
(square feet
Perm. Impact
(square feet)
Multiplier
Required
Mitigation
1
150
300
3
N/A
2
100
200
1.5
N/A
Total
250
500
N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
POSSUMQUARTER CREEK CROSSING 140.3
Zone *
Temp. Impact
(square feet)
Perm. Impact
(square feet)
Multiplier
Required
Mitigation
1
0
300
3
N/A
2
0
200
1.5
EN/A
Total
0
500
N/A
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
ion Easement, Riparian Buffer Restoration / Enhancement, Preservation or
of Property, Conservat
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
No nlanned impervious acreage is associated with this nroiect. Most of the vipeline_work will be
below ground with no major structures planned.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No additional wastewater will be generated by this project. Existing sewer will be kept in
service until the new lines are accepted.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Ruies (15A NCAC 2H .0500) or any Buffer Rules 0
Page 12 of 13

Yes ❑ No
Is this an after -the -fact permit application?
Yes ❑ No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
ing time for these permits. However, an applicant may
construction dates to allow process
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
U W %0L apr Gc3&V�yejw,
como�-,-, YV . G arC(u.CV-, j:,
Applicant/Agent's
®/ _U I -V s
Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

' OF WARRENTON
' COUNTY, NORTH CAROLINA
JUARTER CREEK OUTFACE
4CEMENT PHASES l& 11
CREEK CROSSING LOCATIONS
LEGEND
PR[Po3U MANLY/ FORM MAW
-K-?-- 111 N IXAW"'SE*ER
-IWV=D)N; -VNER FORCE MAW
--yr-C-- COSTING WAM? MAIN
Ca E...m WATER VALVE
-? EkSwc MDRWR
Bwm
i
Pl[?
IT Oul eod Dl 1eO6-
et8
lplE (mV) fm-Alm>7me SI eycm
SITE PLAN
rONN OR WARRENTON
POSSUMQUARTER CREEK
OUTFALL REPLACEMENT PHASES 1 & 9
WARREN COUNTY, NORM CARCUMA
SCN.E I DRAWING Na SHEET
N.T.S 1 - 1

75'
EXIST.
MH 6
ELEV =307.78'
INV. OUT=302.06'
POSSUMQUA87E8 CREEK
PROP. M
PROP. 15' TEMP. MH NO. 5
CONST EASEMENT
--------13}00 --- W
PROP 30' PERMANENT '
SEWER EASEMENT -"-- -
PROP. 10" SANITARY SEWER

10+00
fXIST 10 Ve (ABANDONr - - - - - -
PROP. 10" SANITARY EWER
PROP
MH N0. 3 -------------------
P
EXIST
ELEV.=308.88'
' /NV OUT =302.97'
TEMPORARY SILT FENCE
PROP. 15' TEMP. 9
CONST. EASEMENT
4

,F .
U
Q
n ?
scoaQ--. = 50
•
Aft
TEMPORARY SILT FENCE wok EXIST.
Icy
ELEV=MH
308.36'
0 INV. OUT-299.75'
ilk
I
v TEMPORARY SILT FENCE
PROP. DOGHOUSE ./
MN NO.1 ' 1011111
f SPEK
EXIST. , ' / ABANDONED 8" R CRE
ELE1/.=300.294.99" ' 1,%i / I' � SAN. PROPSEWER30' PERMANENT 5��a�PR� '��-'- - -+00 -------— -_
INV. OUT 29 i� SEWER EASEMENT POS �
ST. 30'., ' 'l \ i
,VER EASEMENT7 6x0%i I
\),
, / / ��' r,O 's\ 40 LF 20" STEEL Mk
�� i --— --— -_— --
/ / � I CASING (JACK & BORE) 10 '
/ / 1 S'q PROP 30' PERMANENT .i
// // \ 'L�j •
Ip SEWER EASEMENT � • / ------------__--_
/, N\\-145)..F y ,/-'�'' PROP.ez/
// / . . s'. 5 0� /. MH NO. 3
/ \ 10
/ /,' / • PROP. 15' TEMP. �' i ,�'// / CONST. EASEMENTMH NDONED / /NpoNR �,-�-
14N
s\ / �k00�%o VC ''( SES c.-
UNNAMED TRIBUTARY �o, S • S
OF POSSUMQUARTER CREEK / c �x0� - \ ....„:„....)% iEX OP•
10 A1,110 ,/,
1 �9�ti�\ I. ` `\.� /' P �' /-'��'/' PROP. 15' TEMP.
I O/ 4) ,IJ �' ,'+ � ��%,i /- CONST. EASEMENT
'/,.
i N
i
s\1: .;'1°1-I'''.
\"-------CONNECT EXIST. 6" SEWER
`C� ,/'�/' \ SERVICE TO NEW GRAVITY SEWER
' PROP.
2 \
EXIST. \ •
TEMPORARY SILT FENCE MH
v
ELEV.=305.60' \
INV. OUT=297.40' \
• \
\
\ XST.
\ ELEV.=324.51'
INV. OUT=319.19'

g Dow =
� t •s
° >r Y S •+ r w 6 p• ro
Wow
u9-. r c 3 b I• w » y
s •..Now fi -
w E c$ W Eams E ohm
A Y 1
wwo Ceago ImbSow
al r
w b •°• E Co° o b go"
v - v
y � .. r
If Pon IF dalm
Y h r obs aftp 6 » Y y » w ww y •' l+l ii1
omw
SO )4g Joe 0
SEEM Mow IMENN
maw samol
sma goo mo
opla't log 1�. W: ompoo
PON alma u u Or
WAS as
goo opmPow
ONO
a Q: oms pb EEnN Q a 4 � . •Q Ty n �. N ��U4
C:) g W+ Sawe`er ?- .. J e O O v�'a yr " N Q �XW s
NPONOVNED
F- E j� �' X cin R v Comb go a eal
•0 4 v -� Y ~ cc W ~Z
4 3 w T c>: oe � o oc F z v r_ dommaU 0W<¢ Inc O
Of
ui
•5 W Z ggg�s E Z :• CD oggg20 ° 9 Gomm
o WON D Que
W$° vs 'c Z v 4C r
mmaJ ow CA2 OWN i w 1 T a J$ � �.,' + E U LLA o: if J • O ' a v. VJ
= wgoo +Gro. 0. i E C7 LY Q yg �1 Y d ra o • r2 .
J: C7 t v 4: v Q o a J E „° �• i• h d; i .'1
0
5
r
a

■
January 8, 2002
N.C. Department of Environment and Natural Resources
Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 276994650
Subject: Town of Warrenton
Possumquarter Creek Outfall Replacement — Phases I & II
Rivers File 20338 D
To Whom It May Concern.
Please find enclosed the following items for submittal:
r,.
R� yR
IL
Engineers
Planners
Surveyors
• Seven copies of the signed Pre -Construction Notification (PCN) Application Form including
associated maps and supporting information
• One set of project plan sheets
• Check for processing fee in the amount of $200.00
We appreciate your time and consideration in the review of this project. Please call should you have any
questions or concerns.
a',4
Sincerely yours,
Frederick L. Stowe, P.E.
Associate
UO
Encl. Oe®
cc: Mr. Walter M. Gardner, Jr., Mayor, w/encl.
Mr. Theodore Smiley, Town Administrator
Mr. Bobby Webb, Rivers & Associates, Inc.
File w/encl.
P:�IvIiJNnWARRENTN�Possumquarter Phase 2�D�DWQPermitTransPCN.doc
107 East Second Street, Greenville, NC 27858 •Post Office Box 929 •Greenville, NC 27835 • [phone] •FAX [phone]
E-mail: [e-mail]

TOWN OF WARRENTON
ti
Date Invoice Po Desc
0 1-07- 21003 SMILEY F'C7SSUlYi G!T R F'Hi�SES 1
<�
29528
Hmount
r q_4 171rh 1711"h
•t-
t
...
y
t