SW1210501_Plansheet - Existing Conditions/Survey_20210813

FLOOD WAY
500-YEAR FLOOD PLAIN
100-YEAR FLOOD
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PLAIN
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ale
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/ SANITARY SEWER MANHOLE
TOP EL: 2524.86'
/ 16" HOPE (SW) I.E.: 2520.73-
/ 24" RCP (NE) I.E.: 2518.59'
/
/y
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/ / - _ _ - NOTE: THERE ARE NO WETLANDS ON -SITE. THIS
DETERMINATION WAS MADE BY MCGILL ASSOCIATES'
RICHLAND CREEK ENVIRONMENTAL SPECIALIST, ALEX LOWDERMILK. PLAN
�♦
5/8" RBF
/ N: 675789.68 X
E: 824802.95 / -,
ZLL.2507.28 - -
Ac
_ I
GRASS \
CORNER CONC ` ♦ ♦ \ I
CONCRETE ♦ ;
BOTTOM
/ / SECONDARY \� 2500.76' CORNER CONC ♦ \ \
CLARIFIER p�Y 2509.57'
� / ' / / / \ \ e\ CONTACT , ` \
BASIN ♦\ \
CORNER CONC WV TO CONC 2505.64' I
SECONDARY \
2509.67' 4 o�Y WE' 2506.12'
CLARIFIER \ TOP PIPES \
2503.73' INV. OUT \
! / / N INV. 2501.26' 2500.66' SANITARY SEWER MANHOLE I
GRASS TOP EL- 2508.14' \
\Np TOP PIPE (W) 2503.11' ` \
\ P I TOP PIPE (E) 2503.05'
TOP 505.28' INV. IN 2500.28' \ `♦ \ \
WEIR 2506.1 INV. OUT 2500.25'
CORNER CONC
BASINS
2509.65'p \
/ WELL 009V
190
\ \ \, \ `♦
ABASNSN \ \
S 8
o 2s�s 9
r qT AG X �! AERATION \� \ \ \ ♦ \
0N %to BASINS \\ \
FFE 2511.57' - - \ \ RqS\
AERATION TOP 18" CIPCHLORINE x \ \ ♦ `
BASINS 2520.18' / \S
STORAGETOP 18" CIP
w \ TOP 24" CIP 2520.24' \
/ \ A, TOP CONC \ \ ♦ \
o / / \ 2520.46' 2519.52' GRASS
\ f \ \
GRASS FFE \ / \ \ GR\ \ �P \ \
\ TOP 18" CIP ` \
SHED 8 R ?R„ TOP CONC 2519.52' \
/ qS\ a 2520.20' iA `\ S \ \ �� \ \ �♦ \
CONC. S/OF \ \ ` `110.1 7,j/ \ \ \
TOP CONC
\2520.26' \
2520TOP 151' CIP - T \ kp
TOP 24" CIP BLOWER �/�
HYDRO TANK U\ Rq \ / 2521.28' BUILDING \ \
WELL / Q�y AHOLDI G TANK / \ \ �< \ S�W� J/ S\ \ \ TOP DIP 25 33'
/ y� N \ \ ,FFE 251 BOTTOM 2504.52'
4
FFE P
2520.79' U�ELEC \ \S , \ \ ♦ \
FFE
FFE PED \ \ TOP g�L 2527.54' SANITARY SEWER MANHOLE ` \
�pH'\ � 2518.54' / \ \
BUILDING \ SIDEWALK \ ♦ TOP EL: 2508.16' \
BUILDING - - - - - � A$ \ ♦ 7� 30" VCP (NW) I.E.: 2494.06'
NON -POTABLE / \ / � I / - RAS -
WATER TANK -�NpW� ME7�L �AULT� \ 30" VCP (SE) I.E.: 2493.46' ` \
- NPW• 25� /37� - TOP DIP 2 20.20' \ \
/ / y FFE / / �1514.46' ♦ INTERMEDIATE \ \ ♦ \ `
2520.77' / / / \ I TOP WALL PUMP STATION
\
/ a 2/ \ 2511.67'
515.48' \ \ \ \
/ PRIMARY CLARIFIER ASPHALT \ SHED / \
� SOLIDS FFE \ / 2512.
/ TREATMENT 2520.67' CONCRETE \ GRASS / / / / X \ 1 \ \ % ` \
BUILDING % �\ \
/J\Np�\ qp
2511.25'
/ N SHED 2515.45" s�
WAS FFE ' / -NPW - - \ - - -210 1 \ V-
2530.88NOTCH TOP 2514.71'
NPW- - - BOTTOM 2514.48' / / \ \ `♦
PROPERTY LINE/ /� z J/ PGj ^LLT \ CONC 2514.33'
/ PRIMARY / _ / /i�� 2510.65'
SLUDGE L -WAS- - - - - IPS GPS CMP PRCi / / /
THICKENER AS -STATIC- -WAS- - - - - X2�" /' �' 2;1 66 TOP 18" DIP 2512.34'
TOP WALL 2517.08' W, q3 �- - INV. OUT 2508.03'
/ / WAS -TOP WALL 2516.17' 10.75 o
UP y / / �� - - -WAS- - -
- - TOP CMP 2517.03' _ -- W� 2 = SV X
N yyyyppgg - AS- - CONC 2514.27' ga
O - - H TOP 2530.61 INV. CMP i 514.5 ' -- J ♦0 2 \ /
B OM 2530.38' SANITARY SEWER MANHOLE
TOP EL: 2520.93' / / /
GR 2521.25' .ZOO C 2530.36' / / \
10" PVC (NW) I.E.: 2519.03' / / \ \
GR 2521.30' 10" PVC (NE) I.E.: 2518.93' / / --43"x27 _CMP ARCH = \ V-NOTCH
/ SHED J / SECONDARY GR 5 .07' /� - _ - - - _ _ _ - - - - - \ TOP 2514.66' ASPHALT
J j GI R 2521,Og' SLUDGE \ BOTTOM 2514.49' VAL \ / r
/ ��/ I THICKENER % TOP DIP 2517.58' TOP WALL 2522.07' \ \ \\ `♦
GR 2521.26' / INV. DIP 2517.58' TOP CMP 2516.90' / \ 212.2 ' \� `♦� \
HEADWORKS INV. CMP 2514.55' 1 / \ \ \ ` `
I TOP Wl,�LL 2031.39' I � / \ ♦ \
V-NOTCH TOP 2530.61' / TOP WALL 2516.86' 2515.10' ' \ /// \\ \ \ ��n� \ ` `♦
BOTTOM 2530.38' PRIMARY CLARIFIER \
CONC 2530.31' SSMH TOP 2521.16' / / TOP WEIR 2516.86' / / \ / / \S\ NOTHING
24" DIP IN I.E.: 251§-<3' ASPHALT \ TOP 18" VERT / \ FOUND
24" DIP 24" DIP OUT 5'I%.82' \ DIP 2512.68' / 513/ 2'
I.E.: 2517.98' VAULT - \\ INV. OUT 7.90'METE
/� ♦
- / / S --_�� ` 2513.45'\ / / � \ \ % ♦ �// ��, '-��S
6. ---- T/ _
TOP DIP 2521.95�- - - - SS-� 24" DIP S CONCRETE _ \ \ \ - - 2 .73' / / // MOP EL: 2509.06' \ \ \ 5� \
DIP I.E.: 2520.24' a----5-----5-----S -- -� � i / / ABANDONED S ,/X �5� \
/ z TOP 2520.07' �J--- 5-----S--��--5 --_- y -
INV. OUT 25119.06' 24" DIP I.E.: 2517.07' GRASS S-- -5---� j- ---S----S-----5-----5 '� \ \
UP / X X�� GRASS M - - F 7 - - - - - FM- - - - TOPSANTARY SEWER EL: 252 06' MANHOLE _ _ - _ GRAVEL / / FM-
TOP DIP 2520.95'-FM---- --- FM -----FM----- `♦ \
•DIP I_E.: 2519.24 \ // -FM ----FM ABANDONED)-rM-----FM-----F�EnN
----FM-----FM----FM- u X X X X X X X /\` XISG 24" - - _ - SANITARY SEWER MANHOLE ` EL 2 04..742
/ G J SIGN FORCE MAIN TOP EL: 2506.67' E:825559.
INV. EL: 2493.62' `
1/2" OTIPF
C3 / N: 675411.61
E: 825372.5
EL: 2509 366 \ `♦
/ / / / \ WELL
/ CITY WATER LINE / 'K ♦ `
/
C, BUILDING
Y /
1 /2" RBF /
BIDDING
/
N:675200.55 / / ' � 5/8" RBF �
/ /`, / EL825193.39 / / N:675244.71
DOCUMENTS
\ E:825230.80
EL: 2512.33 `
/ �`'/ \. - � -`%
�CqR SIGNED AND DATED:
WASTEWATER TREATMENT PLANT 40 0 20 40 80 SHEET
oo;2� og/,312-2-1 IMPROVEMENTS PHASE
oo
ZoQQ� �96o THIS DOCUMENT HAS BEEN DIGITALLY CWSRF PROJECT NO. CS370930-01 GRAPHIC SCALE DIVISION VALUE = 40 FEET OVERALL SITE PLAN
55 Broad Street = o SEAL o = SIGNED AND SEALED IN ACCORDANCE
c o = WITH THE STANDARD CERTIFICATION EXISTING
Asheville,28801 = -lo 50548 %O = REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER
828.252.0575 % S o o = ; ADMINISTRATIVE CODE 21-56.1103(E). -101
0 o o THIS DIGITAL SIGNATURE HAS BEEN
A� M. CATHEY N. CROOM CE
i /4, °ooQt/CI �TOWN OF WAYNESVILLE
&o° , FOUND BY THE NC BOARD OF
NC Firm License - 9 °°�lo�0000°°° \\ EXAMINERS FOR ENGINEERS AND
ITC I IISSO � S P MP ` SURVEYORS TO MEET THESE PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING #
Ci t SeCO �i,,,,,i;,,,,\�� STANDARDS. PLEASE ASSISTANCE
THE HAYWOOD COUNTY NORTH CAROLINA
LIDATING THE SIGNATURE.
SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION MJ CHEN T. MANNINO JUNE 2021 19.00330 CS370930-01
VA