NC0025071_ATC Plans_20180906

z
z
O
Iowa
y�
wa
¢3z
�o¢
w
Z
0
:3g
(Oj?O
ZWO
�Q
pi Og
�Na
zw
�o
Rm
0
0aff
LEGEND
SHRUB LINE
TREE LINE
®
TELEPHONE PEDESTAL
©
WATER METER
D4
WATER VALVE
GA
FIRE HYDRANT
0-T
SPIGOT
G.6
STORM DRAINAGE MANHOLE
1111
�__�
DROP INLET
G.8
EXISTING STORM SEWER LINE
co
CLEAN OUT
Q SSMH
SANITARY SEWER MANHOLE
ss
EXISTING SANITARY SEWER LINE
®
TRANSFORMER
- UE- UE
UNDERGROUND ELECTRIC/UTILITY LINES
-OE- - of
OVERHEAD ELECTRIC/UTILITY LINES
--0-
SIGN
EXISTING PS No. 2 - PROPOSED DEMOLITION
STREET SIGN
Q
POST
IT V
TELEVISION PEDESTAL
-52z2--- 2z-.__ ----
CONTOUR LINE
INV
INVERT
RCP
REINFORCED CONCRETE PIPE
G.21
CORRUGATED METAL PIPE
rr'
CORRUGATED PLASTIC PIPE
FES
FLARED END SECTION
EP
EDGE OF PAVEMENT
EG
EDGE OF GRAVEL
CMF
CONCRETE MONUMENT FOUND
O
IRON FOUND
DETAILS AND SUPPORTS
PK NAIL FOUND
SLUDGE TRANSFER PUMP STATION
RIGHT OF WAY MONUMENT
R/W
RIGHT-OF-WAY
CONC.
CONCRETE
ELEV. .
ELEVATION
FF
FINISHED FLOOR
ELEC.
ELECTRIC
BLDG.
BUILDING
UTV
UNDERGROUND CABLE TELEVISION LINE
- - - -
APPROXIMATE RIGHT-OF-WAY LINE
- - - -
PROPERTY LINES (NOT SURVEYED) FROM DEEDS, MAPS,
FO
AND GIS DATA
.
FIBER OPTIC LINE
-- -G -----G ---
DITCH LINE
W W
EXISTING GAS LINE
LS
EXISTING WATER LINE
-a-
LANDSCAPED AREA
UTILITY POLE
ITY OF N
NORTH CA OLINA
SEPT 2018
SRF PROJECT No. E=SRPmWml7mOO26
F�
�' 6 KINGS H�
-
� z
Z } Z E. ARBOR LN.
EDEN
< � Z
o v w
� o
W HARRIS PL. -'
pP rn ST. f
Ft\Oc'E P��
PROJECT oP�
LOCATION
z LAKE
ME pGE pt0 FOco
RES? GS
0R
0
J
MEBANE WWTP
�P
LOCATION MAP
NOT TO SCALE
SHEET LI
GENERAL
GA
COVER
G.2
EXISTING SITE CONDITIONS & DEMOLITION PLAN
G.3
SITE PLAN
GA
ENLARGED SITE PLAN
G.5
PROPOSED FORCE MAIN - PLAN & PROFILE
G.6
EXISTING PROCESS SCHEMATIC
G.7
PROPOSED PROCESS SCHEMATIC
G.8
PROPOSED CLEAN B UNIT P&ID
EXISTING PUMP STATIONS
G.9
EXISTING PS No.1 - PROPOSED DEMOLITION - TOP PLAN & ELEVATION
G.10
EXISTING PS No.1 -PROPOSED DEMOLITION - SECTIONAL PLAN
G.11
EXISTING PS No. 1 - PROPOSED TOP PLAN
G.12
EXISTING PS No.1 - PROPOSED SECTIONAL PLAN
G.13
EXISTING PS No.1 - PROPOSED SECTIONS
G.14
EXISTING PS No.1 - PROPOSED SECTION C
G.15
EXISTING PS No. 2 - PROPOSED DEMOLITION
G.16
EXISTING PS No. 2 - PROPOSED DEMOLITION PLAN
G.17
EXISTING PS No. 2 -PROPOSED SECTIONAL DEMOLITION PLAN & SECTIONS
G.18
EXISTING PS No. 2 - PROPOSED TOP PLAN
G.19
EXISTING PS No. 2 - PROPOSED SECTIONS
CLEAN B UNIT AND CHEMICAL STORAGE SHED
G.20
CHEMICAL SHED - PLAN & SECTIONS
G.21
CHEMICAL STORAGE SHED - EXTERIOR
G.22
CLEAN B - PLAN AND ELEVATION VIEWS
SLUDGE HOLDING TANK SYSTEM
G.23
SLUDGE HOLDING TANK - PLAN
G.24
SLUDGE HOLDING TANK - SECTIONS
G.25
MIXING SYSTEM LAYOUT
G.26
MIXING HEADER DETAILS
G.27
DETAILS AND SUPPORTS
G.28
SLUDGE TRANSFER PUMP STATION
G.29
MIXING COMPRESSOR ASSEMBLY
G.30
MIXING P&ID
DETAILS
DA
D.2
PAVEMENT REPAIR DETAILS
D.3
EROSION CONTROL NOTES AND SEEDING
DA
EROSION CONTROL DETAILS
NOTICE TO CONTRACTOR
1) THE CONTRACTOR. SHALL FIELD VERIFY THE ONSITE CONTROL POINTS
w/ EXISTING ELEVATIONS. THE CONTRACTOR SHALL IMMEDIATELY
CONTACT W.K. DICKSON & CO., INC. @ 704-334-53481F ANY
DISCREPANCIES ARE FOUND IN ELEVATIONS SHOWN. SURVEY
INFORMATION DATED NOVEMBER 2017 PROVIDED BY W.K. DICKSON 909
MARKET ST., WILMINGTON, NC 28401 @ TELEPHONE [phone].
2) PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS
THROUGH THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON
THE PLANS OR NOT. CALL"811" A MINIMUM OF 72 HOURS PRIOR TO
DIGGING OR EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED
RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
M•
Know what's below.
Call before you dig
z
O
0
cc
U)
z
O
0
crO
U-
0
W
W
Q
W
O
z
1
J
z
O
U)
W
U)
O
0-
W
W
cr
c
O
LL
1
0
z
Q
0
Q
z
U-

ZW,
:_
"o
Op¢.
,a
Y?1Q
3YZ
©0M
No
- oma
N¢¢
FO
8wx
0p
.-_ --- - ---. ---- - ___---.--- ---- - -_- - - - - ---- - ------ -- - -------- ---- - ---- - ----- ----- ---------------- ------ -------- -
------ ---- -------------------------_--.--------------------------- --- ---------------------------------------------------,----------------------------------------- ----------------------------------------------------------- --------------- ---- - - -- --- --_----.------------,-----------,-----------
CERTIFICATE OF SURVEY AND ACCURACY _,�_,_ ,, �� / I,,t r #�_ ,§ i t Int 3 �
--
vw
GRAPHIC SCALE t ON STORY /
DIC ON
I DURWARD S. LEGGETT CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE" tItLiAi1O ` (
20' 0 20' 40' ra 544 9& �� i
CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED ,
communityinfrastructure consultants
I
IN ACCORDANCE WITH THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROtiNA THAT"" . �f ��.m__• I
,✓ __ "' ,„ �'
THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLAN[METRIC SURVEY TO THE ` s.. ' `---I-",--
616 COLONNADE DRIVE
:
ACCURACY OF A °AA° AND VERTICAL A �� �� HORIZONTAL\` ...p
HORIZONTALCLASS L CCURACY TO THE CLASS C STANDARD. `�,.
�
CHARLOTTE, NC 2s2o5
t , N -- (
',, '
(t)[phone]
i
i
� , \ ;,;v.---- � \ a — LA ER � ` I
I FURTHER CERTIFY THAT THIS SURVEY WAS BASED ON HORIZONTAL AND VERTICAL CONTROL POINT DETERMINED
(fl [phone]
%', l t I
FROM AN ACTUAL GPS (OR GNSS) SURVEY MADE UNDER MY DIRECT SUPERVISION AND THE FOLLOWI G , . f AL' `� \ ` y � AI :
�
WWW.WKDICKSON.COM
j
'
INFORMATION WAS USED TO PERFORM THE SURVEY: \ V_�1. ` \ -.-- . :- `�,
f p� ; ��
I HORIZONTAL POSITIONAL ACCURACY: 0.10 FEET��� � �#
NC LICENSE NO.F-0374
I
\ \ e/__
VERTICAL ACCURACY:.10 FEET \ .
I
,
v ! .� F .a "e,., Y
,i I
TYPE OF GPS: RTK/VRS - \
\\ `. r
\.\
I
I
DATE OF SURVEY: 11/14/2017 I N `,,., . `t w w_ - 1 .~~w e 'er '_ �'�
HORIZONTAL DATUM/EPOCH. NAD83 2001 ` \` -___ ..` / ~ '- _ fre I
_
( ) _ „^
,,` 4 ._ " ~.
� i
\\ I i f
,� ��
��i
VERTICAL DATUM: NAVD 88 ., \ , _..f ._ _ ~ k"MR \
I .,.
"DUKE" ,, � , `, , ,., ,. I \ w _
PUBLISHED/FIXED-CONTROL: NCGS MONUMENT DUKE <;; \ -� -/ --- t
\��� •t
-, �.
� '116_
O� S
(
, '. _. _
GEOID MODEL: GEOID12A ,,, \ ..,\ ai' . - `, "`.. -�
`, '
" c '�t
(
11 � ,. , 4` ii .. _1111 _ .�.� . _
\ ,, %mm .." :� I �
COMBINED FACTOR: 1.00008717UNITS: US SURVEY FEET 'OI \,'Ap ",.s., ... Y^7 tµ
__ '
SEAL T .
_ _
045626
WIA ED11 _ 11 \ � / \ �i x� (
CONTROL POINTS ARE GROUND LOCALIZED ABOUT NCGS 1, '` ;z 11 \ �\ , �.' \ `.11 , VVI 11 - e 3 (
"�
::�
�� ��
��
"DUKE":
!
MONUMENT \ \
I 11 ` s
\\
s
4
/// III
I
NCGS MONUMENT "DUKE" % �I 11 \ 4 : ° _: f AI I I::: �1 ,I
\ �� f j ;.> z
�'
\ �
�z' / �., I
PUBLISHED DATA ' \ \., \ � •.,, P 544;14
y v v �� �` A I � 1 � FA1 w ,� i I �
PROFESSIONAL SEAL
NAD$3 (2001 } 1
N 1004219.40 \� \ \ \ .\
\\ ,.., f t f 5;.i
I I I I I I m
1
E 1788348.10`
ELEV. 642 NAVD 88 \\� \\\ \ \ #, \; , *l ,
A v ° .
��. v. "ten
SURVEY DATA
\� `v. i� ��� ""?
I
NAD83 (2011 VRS)l �v
N 1004219.22 1 ��� v v � "`-\. "'/ � � �
E 1788348.25 ":� \ I- 1
`--,��� %��>
—
ELEV.641.38 (NAVD 88} §`\� '' � Z `, . ..e c s 1
(
11 ,
_ \ o . 5 9.,, , a ,g _
CF - 1.00008717 1 ,`; E, 0>� ``� � � - `> �
'j lw ..- `,.. Ill�.
- - ' - f= _L „,,-, " ��* _. ' ' A i" i6i FPffSi ""�,\\ \�� � - � '"�... I p ~It
/I
~b,� ,,, r^. ... �' "^",. ...g.g ' s,.,
- ,,,,,• ^.,,,,tee `4, :l,,w t,lft�'a }�I fI1 \ - �`�•" '`'•' '¢z�'. if v.. "".., ,., L`.,,.,� "�. /'``A.
"�"` """
f� PL EXISTING 4" FORCE MAIN `'" \ £
� `� I", � �
I AND ABANDON IN PLACE . lr \ti, � _ §
C r �` 6
I
a
f
i �r ,---,. I P ; PANEL ---,,_ \ I - :� :: I
~11
a
() Fr
cc (n
!
/
I c I
i ,f ,
�:
r
z o
I ORfO
i I -; I
T
i14#
't� I # �� 3._ .i€Ar"
; w
`�..,,f ..
'4;
'�Ili
fJ)
n 3 _ i .. �,•
,} /St e.
a 5z' '�s�evt-,.......,.w,•,.,._.,....�,"..,w #f` r = ,. L,.}_.P'i.,Y'
/ ;
,'
i
X
g}3 4"I"',
LII § ' Eh,II` 7 t %' : `�`` # fig i .:I'Y i} { /-.,,,,, 4 J ,...,' �',.,.--..�-� .'Ij
£r r rte � AL ,2I. �4 � � �
F ' `a..
�. r t ice. ( ,;� ...„Y 1
" 7
i z...:✓ ..,., i
fff jxe _
. L � 7 ..% 3 j
`
( a
F I i ", -) -,
COW, LI : zt L\ C, ." r
. REMOVE EXISTING PUMP
ZONE R. A{F ("GE HAI 1;l }€.ei'i r `' 4 ii s' �,/� 'y2­79»�3
s,
.' _�;, PIPING AND APPURTENANCES;W. " �. -\ c -
WITH MATERIAL AND fs'„ / 7 )
U
�,,.
SELECT r" y .., {
1 CAP EXISTING24" PIPE; g 1 FILL I , .
A CAP WITH 8 THICK CONCRETE, # r �' _ "
FILL WITH PLOWABLE - _. ,# i IA �I , '',` r ��, 1 A ,3 ;�-., i"=_," t , _ - j_ -
°: P�,
`
i
I D
FILL AND ABANDON IN PLACE ;I ;'r - SEE EXISTING PUMP STATION No. 1 '� If , ", .
.>. F , -� ff�fh w 7 -�
i �. "` a, 0 ,,,{ 4
°; a DEMOLITION PLAN AND SECTIONS, ��- _ ff f
SEE SHT. G.16 . SHT. G.10 -G.11 AIN , ;,l �� �� t, � � _H4 f, EXISTING 12" L E 11 � ���
.. � ��` I'll,� ABANDON I N '
1cr
_
i I -M TC _. _ -_ _ _ ---w. ` - v } - t
- j ; i ; ? I €
�k- \ " ��w ;� IN PLACE ` <, , �
Z
o
s f # y#, ,• ( ` \"^^-�...`. §§ g y ' `l j = t t 1:,5.2 I'�} 4 Ea .f ell l . � "'.,
1 14 4' ' tf ' � �� ,,�(�^�
i lt,�, O,!_.7
( ( ( ( ( ( ( ( O
I I ,...
1 ? i t ✓ / 7 t f # Fps '#J k
1, I _ ✓' ,,,
i
i t j, , jjffl v ## t iVl�E.0 b . , _ x �� ! �/ \ i h t f
z F` ✓'� ;t'#; SRi ,Ai
a~ -.a •✓}
` k 1 i."}: a I }� { ( E �.„ .~ ".--.—-„.,,_. § ,, a 5 �. C, r'�-.,.
_ u.o -.-,111,1..'„'._,._...... >$ i
`"'" "'
/""'y1. u,
( O
fjj
�` ,,r^”
t /
A
i£�tft
i'.. #fkE 7'b ,_
l P ," S. J I �,,,
REMOVE EXISTING PUMPS, �i I A§ifOt I fE � � �� ; �," r � "�
�
t
1 ILL
f
x �k
PIPING AND APPURTENANCES, `. R ; £ ; I I# � �, \ v` / f '� � '- 1 11 kly I
1111... I I
. It
FILL WITH SELECT MATERIAL AND f=; I iI
"„
-8
Q
ICAP WITH 8" THICK CONCRETE, #, , I,,� I �- L7 s `"� r I� .. �;A` , 1 ( f �
I
\ -- , " ' i , �j1 i�l. , Aai.✓£`Ey, Ir z,. S
-...:yi ) £7p �', �, '' f F'r\ "aw ,Z y'i„ ,_,` ,"4 yf j Y Y ""
SEE EXISTING PUMP STATION Na. 2 - C
— I f { �.__ # �'
". ! j ` .
I Y
W
a
�" �
1 ._, DEMOLITION PLAN AND SECTIONS, i - �fz c. . " Imo;.
18 ', : i _.w- - ,.w. I
" _
W
H
�
m
a
z
g
i � e. SHT G 16-G r 1 _•__ _ _ �._ _..--.._.._..� _ _1.1__1.1. �0W� �� f� �O'� C5T
T _. _-"p„ 11.E
l
`1111.-,� ..,� »."�,. .., r -.., ... _.. %�...: .,.., _ .._ . # s --•-.. p ��"." '� � ,_ 1 r ,l.. ? } ,r+`k'i%"..._ /^ „- A L T if e
"
`'•"- -.~�.. "'i, } '�„'t�`:''~:.�. _.- a �.,•n,_ f g '`” r aC yf i ' s. iit_ ,_rstS
.,.,�.!"""",. iX
,." �,_ , A`� v�� .. , . , l .. ,LL1:6� �u : f1 f P ' ,�w �' 1_1,1,1._ __ ,_ i <, ,",,.,.� `'".. .71i=-,' r „4. r'_"....,,
--'-~ �'v„ �J% t �yri�
,,!
t..
`� i...,,.; "„„,..-„1,,111"”,".- ... --~„ p^g r ; .!i it' ° 'I �
I F I sf . e I i '.<<:.'I m 11,11.., .,,. i F ' I.f' .` �_..✓'S i
%„.,../` '� j
W
CD
L g
r
CL
12
$
: .$ t” ,- !klS�
, ,.„"„--^-"`• {..t
r _
"° , �.. ' 1. 1 •I - ABANDON EXISTING 8 WAS PIPE �_�
�,� 1.. �"
- _�. _
- ,,, :'
I.... ;. �, __ z ._ ;. _ IN PLACE
�.. �:"-_,_ _ .� t cw
' 1111
} ..-.,.. (3 '' R a ---. 11,11_ "f i' i
°.' .,.,.,,,--.✓'1,`111.„1111_.. .,. E t "., r _ , , a `A `^w.< z, a # ! M q ., � ` E t#
MAUI OL? I � _ . , � s , ,”„I,_,.' �.,..h �11 � x� fff'
�
W Z
5 O
I "I�� ll
�, 1 t ;I ABANDON EXISTING 8 DECANT ,
)Lu
_
Q Q
_ �_
I-V
- r-''~� tea; ..3' ` o -,. ; t, � 1 ._..
� i .\ PLACE I
Z
Z Z
a
O
__ �,� Hit:., LINE IN d
_ �, j _. - L 4I 19G, 4
I �..... I �...,... ;' <.!'j, .Q,,,~.~e.,�4 ' ,.,.., ""„� sl ru,:: 3. , e
r
J} _ __ — �. I / /_ j
- E k -.✓ .. i� rf:^ g '°'.-,,.,, v-~b�-.� F ” �_�.............. _1,,,111 "`"i> -", , , i✓ f _. P. ,iG,,. fsF �=g:+�"e ......,✓Y ,
,, lea �w ��"" yr j // ,z 3 { a - I° ,,///
z ✓ .. ..," " .. ..,
I rz � I I F,. _/'\, �f ~~
j ' ir�,� . ' i i^d �' ..} .'.has'-.. �I. ..'f"` "^»4.. ' �'• Y f / E : -n om � 'A
r,.
1 /�
-:..."...~.: f
i
I
`J
/
- r
Q J
�/� z o 0
V) O W cc
06
m
z
m
a
¢
1"_ i j �(
" <
�' �
-�,�.".w 5�.,_ r � f � �# ;x i , `",ham �
._. i2i
r rG 1s•, s ......................................... _ 1,1,1~„,1.-- "'
A . RIA , :,r; - � ' ,. .. , .: L't _,.
I\ ! 1 1 \ �, ,4A1DRAit_
_, L _ t
,!� z, GG i`;;. - yrs ✓ 0 _ , ..:�, .i �' ,.! - }s 3 ':^„ a'"
i -I _V� -� ✓' L'✓' "'"/.. `.,„. f t f. �,. ? :S. <r ili6�x �w�'f,,`.. i ``b # -' ? f,,. \„� E.:�,.�
( f ?"` /,.s. 4 t
� a� J � s „#' ;, 'F F \ f i \�
; q i'�._.,�✓” •' ��. ""f, r #� �t ^`1I 'ail^-.,_,�
`"�,
I �
! 0
! rn
WQ
Q _ z _
Z
_ F- O_
OC
M C) O 1-
W Li
W Q �'- (r O
I
I
yp
-% rte' __ ? •1111",!!{ „�...Ti" I• l,_
.:.✓"! {s�✓�y'.f�2T,7 _,.~/' } ,,',_N ._.,„
I w, i , IL
..N-'." E fY3 f Li{ 'r{ ""-e .. M,. S - F z ,,,,§ t ,~ `w`y }„-�'.: ..,,.,'�` ^•� E _ f > i . ".."5
i ,
J ,p~ r_
-- - ),t i
s f'ry-.,, ��-... 'z{ f. E ( I i I P S� .aY ..Fe z z ,,. ^"� S �' Ss'x� �`p ..✓' a,... 4N lS"z ♦ l 'w., ..•?F' 1111 f�'Y'i I
I �
! "'y ! f�J' J1� ,_, _,i , " �✓f ✓� 3 ✓( J .� ,/ I ,, � i 1 ,._, x � .,_ � i6 f ` ., ✓(i
j �e.!
",...� ,.... `' „-- :w;"} °3 .".'S _ .a,-.` "."y. w, ,.�„.�. �:., �,.. ,_.,yam--"^. ., , „F;;,„ t �.,- "",l _ �" : `, '-,. _',''»` 'tel I-s� )t j mss„,{y �) (--
,,, �....,_ --.,..`
i ' ' % ';� i -';,,, `+�.,.--a�'"„ j f y [__"
'``�} ^y ' Ys L.: i `
��
V /
v ■
///
0
_ Z
a. W U
It z
Q V
� W
W I�
O
j""'-..._•
i f \..� \.,. �, F {,,,,.m.;;- q. , ( < -.� �\y
,F �§Sr.,.,,,..rv� ".....,,,/�.,...a! ; "L._.,,� N t...._,�%� ,% `t,.�...! 1„,.r \1111.-,.,'f� Si,....,.. t'.._..i "`:,,...-'� 'i..,..r.l # ".,,., 1„"
,-. �•,,.., r r`i,..,,.% ..,,.,°'
!„.r` ,...,, "'' ,.'
''"' '.'
W
.�.,. -,
5:�: ,Nc __..., ...r''.. iV ... .�..�.\,c-_, _._., e�'. ✓� '� .�.`."."1 i!'s„ i!"._` �......" �';.,. - #
i` ur`"lA 6,1111./ yv''',.,' i $"'^ mss/"'''_. . `tzi"/ _ �,t,;�"_ ..✓_".'' �"--_ qC
'_ i1 yv _.,»...., "� , , ` `�". �` ,��µ�'Y�
' 1 i ' � y ` IIS /'" j ,1r!� ,. `!- __ .., .5�,,,,...., 1 f ,"' e
CC
W
1 7 ;s.,,..... � ..?� \�1.....! t...,\ 5..._..f f b. >.� ,.,...r'{ f >.<rfa� ; i L , Vii.,_ z" ,,,, I :6 -f 1 r F A. ""!
-,r,?
ill ox
� -
//��, `� s; CONSTRUCTION SEQUENCE:
a
ir L
I
� M ! As L �.�7, ;
� - '
% %� ., y �_„ q; ?` TOP 521, 96 1 j ' /✓�q'//// � � r � ��i)
wco
X
Lu
a
12
_ ,
"
\ t l �� 1. OBTAIN ALL APPLICABLE PERMITS PRIOR TO CONSTRUCTION COMMENCEMENT.
1i c ABANCONEXISTWG 8 WAS PIPE -,�
W
2 Lu
NI
a
-
>f IN PLACE, SEE SHT. G.12 FOR CONNECTION _ ,_.� •_ �! 1 �>1 __coIx ', IS 1 I
I."---,- .. Y.
I 3 � I'� .,a. _,/( " w.z�"`_.'.,."f ,-, k"' ,_ g ^'.,'" - .., �``a ( \ �, - \ ��'�A3.7? I { " /T /
-_; - # . F � ! v // ,c g _ ' a �} 018 2. UP AND HEDULE PRE -CONS UCTION E
sg - .. a .
�, r M I
I # v11
REMOVE EXISTING LP "- . ,, : v '
! `_, . � , ff r 3. INSTALL ALL EROSION CONTROL MEASURES AS INDICATED ON PLANS, ALL EROSION
'_' f
! �' 'ft
-t,-.
—
I W
i
� 0
Z
W 'S
p Q
r� /�^- CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
S.?
i.; _ ; \ It CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
_ . .� DISTURBED AREAS HAVE BEEN STABILIZED.
z ,- 4. �\ / UE TO BE ABANDONED F .
0
j LL
i" ?_., �
I
PROJ. MGR.: JWH
I
`� %% `� `°i �� �M �� 1 � 4. INSTALL ALL UTILITIES AND APPURTENANCES. WASTEWATER TREATMENT PLANT
r I ,
_ . i§§ a r ��._._ �;�;;fu v' I ' L TIES PU ES ALL
�
I 0
DESIGN BY: RET
DRAWN BY: CH
¢
a
f ; , _ -' # , �,�,�, )i * FUNCTIONALITY AND OPERATIONS SHALL BE MAINTAINED THROUGH ALL PHASES OF
_ ' r#A?P 1111
1 -y #
z
PROD. DATE:
1
. , � 4 I IIfI ,. L ! 1 ✓ CONSTRUCTION. ALL ALL SCHEDULING SHALL BE SUBMITTED AND COORDINATED
� a, ' If
I t OWNER
i
SEPT 2018
DRAWING NUMBER:
, _ , — THROUGH THE AND ENGINEER AND SHALL BE APPROVED PRIOR TO TASK
Fh
,F K � t � ,��\ 1 �\-,
Q
o
o
, '� r INITIATION.
` � �
( ,I '' fI � 4 , �-
,\
I CLARIFIER 11 Xl \j `
�
OF 34
m'^-1111.'
FF ~`...^..,y ti: i sf TOP V kt'A.i� °E` '�R .£.,, ^� ,.,,,, p '^...i :g -si 1# tq
(f
t I
_✓° n <:! > Y { x..._..✓ ,�`,'\...,. o q I - i t
'y}
///11t���
j
■
2
i �_ . _ _ r
F - ..„.,,,,,_.�w..�..,,_._.._... -� amu.. j1 � �r�""" '�� ,' ,,,,r F 1yz ;
i!`�"..r_ 111 2 r
J
WKD PROJ. NO.:
a
' `'^" �! , , _ 2r#w'
,.M'""" � 1111...✓
"7" t� fM
6 `5
I. I` #t�
, f r'' I'
�~� � f
i p
I
20170041. L
00 C
- -

ow
Za
FUO
�JW
�Q7
It
Zo
X0o
7
:Dm>
0=W
Om
ya0
€NW
Ozw
0
a
zO, z
06
z
m�
Oy
W 3
�rOrN
ZZz
Q
VU4
0Wz
aKN
ws S2
N�Q
=a�
ZZ
W
oz�
0-0
z
W
U00
p00
y£n
§FQ
—
©oT
,,Z=
aa92
owo
Y t
CERTIFICATE OF SURVEY AND ACCURACY �� ���� � \�=pAGL '�
GRAPHIC SCALE 4
I
DICKSON
I
I, DURWARD S. LEGGETT, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE 30' 0 30' 60' �`�
FROM AN ACTUAL SURVEY UNDER MY SUPERVISION; THAT THIS SURVEY WAS PERFORMED
communitV infrastructure consultants
CHARGE MADE GROUND
IN ACCORDANCE WITH THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA; THAT
ABOVE POUND — \s, _ �.
`." \._ \
616 COLONNADE DRIVE
THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THEA f~
HORIZONTAL 1,1YW?
HORIZONTAL ACCURACY OF CLASS "AA" AND VERTICAL ACCURACY TO THE CLASS "C" STANDARD.
CHARLOTTE, NC 28205
(t)[phone]
334-0078
I FURTHER CERTIFY THAT THIS SURVEY WAS BASED ON HORIZONTAL AND VERTICAL CONTROL POINTS DETERMINED VAI
S[Vr' P MA
MY �—' \ \"
(f)(704)
WWW.WKDICKSON.COM
FROM AN ACTUAL GPS (OR GNSS) SURVEY MADE UNDER DIRECT SUPERVISION AND THE FOLLOWING , TOOP 544.721
INFORMATION WAS USED TO PERFORM THE SURVEY: ®R,#�F ;tvly IN �z �`�
'
r
. ,._. / ilii

ON
Zaw
CO) O
0}JU
W
�OQ
Zoo
U=
0¢m
Nao
€_W
oZW
F -o
Z�ZU
Z
Oj N m
(
wo
j w o
soo
ZW
lIUQ
00
¢3z
w�o
w=7d
cc
w�=
Z
JH
Z
OZ
M
U Z U
W D
z
()OLL
0p0
��
3za
�rs
©og
0
tom
0
U 0
TRANSFER
RANSFER
TING
r. G.5
STRUCTURE LOCATION POINTS TABLE
POINT NUMBER
NORTHING
EASTING
DESCRIPTION
1
992485.02
1781785.64
CENTER OF TANK
2
992502.67
1781807.37
NW CORNER TRANSFER PS SHED
3
992505.09
1781821.16
NE CORNER TRANSFER PS SHED
4
992484.95
1781810.51
SW CORNER TRANSFER PS SHED
5
992487.37
1781824.30
SE CORNER TRANSFER PS SHED
6
992489.14
1781839.78
NW CORNER CLEAN B
7
992480.77
1781841.24
SW CORNER CLEAN B
8
992496.09
1781879.68
NE CORNER CLEAN B
9
992487.71
1781881.14
SE CORNER CLEAN B
10
992481.60
1781869.38
NW CORNER CHEMICAL STORAGE SHED
11
992484.35
1781885.14
NE CORNER CHEMICAL STORAGE SHED
12
992469.78
1781871.44
SW CORNER CHEMICAL STORAGE SHED
13
992472.53
1781887.20
1 SE CORNER CHEMICAL STORAGE SHED
PROPOSED CHEMICAL STORAGE
SHED, SEE SHT. G.21
LIMITS OF PROPOSED GRAVEL
GRAVEL TO BE 3/4" CRUSHER RUN
STONE @ 8" THICK ENTIRE LIMITS
GRAPHIC
HORIZONTAL
z
O
E—
U
Z)
H
U)
z
O
U
O
U-
0
W
U)
Q
W
J
W
O
z
I
J
z
O
W
O
rr
W_
W
C
ILL1
L
z
Q
c
DW
n
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
lf1
//�
a SEAL
045626
��s1111Ittt�i
PROFESSIONAL SEAL
LLl
z
Et
0
z
g
w
H
w
z
w
m
JWH
DESIGN BY:
w
H
DRAWN BY:
CH
C
SEPT 2018
DRAWING NUMBER:
z
H
z
w
2
w
X
a
z
z
J
z
U) O
z cr
o
U
<_ =
W
0 J c
O
wQLO
O
cr 1:�
rZ C
z
U
z
w
w
w
0
0
m
w
z
w
w
Q
m
w
z
F-
0
U
Ir
a
Cl)LU
z
O
w
W
a
0
�z
LLl
z
Et
0
z
g
w
H
w
z
w
r>
JWH
DESIGN BY:
w
H
DRAWN BY:
CH
C
SEPT 2018
DRAWING NUMBER:
H
z
w
2
w
a
a
z
z
J
z
U) O
z cr
U
<_ =
W
0 J c
O
wQLO
cr 1:�
rZ C
z
U
z
w
w
w
0
0
m
w
z
w
Q
m
w
z
F-
0
w
O
a
LLl
z
Et
0
z
g
w
H
w
z
w
G.4 OF 34_
WKD PROJ. NO.:
20170041.00. C L
PROD. MGR.:
JWH
DESIGN BY:
_
RET
DRAWN BY:
CH
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
G.4 OF 34_
WKD PROJ. NO.:
20170041.00. C L

W
z
0
c/)
z
0
C)
fr
0
U-
0
ui
U)
J
uj
cr
0
z
z
0
U)
U)uj
0
(L
tr
ui
ui
0
LL
I
0
z
z
LL
N
�,Qlv
560
555
550
545
540
535
530
525
520
515
510
505
500
_I
PROFILE - FORCE MAIN
SCALE: HORIZ. 1"=20'
VERT. 1"=10'
'A'
V
10,
V
211-
/,N -------is
"v
3+00
560
555
550
545
540
535
530
525
520
515
510
505
500
- — — — ss____
...........
cp.
6-,
v
J
f y
0
A
e
Z6
'A'
V
10,
V
211-
/,N -------is
"v
3+00
560
555
550
545
540
535
530
525
520
515
510
505
500
- — — — ss____
...........
0
2+00 STk3+68±
�ls
CONNECT TO EX. 6" SLUDGE
FORCE MAIN WITH 6"x4" TAPPING
STA. 3+20±
PROPOSED 450 SLEEVE AND VALVE
BEND /41-
-0
N: 992724.9441
c
E: 1782027.0401
W1 CONCRETE THRUST BLOCK
V, ING
STA. 3+58±
x hz
PROPOSED 450 BEND 11Y
,EMAIN N: 992731.6473
E: 1782065.0561
W/ CONCRETE THRUST BLOCKING
15—
N
GRAPHIC SCALE
20' 0 20' 40'
HORIZONTAL
D'DICKSON
nitinfrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
S/
SEAL
045626
Il't I I
PROFESSIONAL SEAL
Im
0 z
it 0
0 L
cr_
crIll
w
z
0
w
d
z
cl)
w
z _j
W I0
—L
M
Ill cr_
0 (L
Z< 06
z z
0
z We
ct
0
Ill
< < W o w z
LL
Fn m 0 cc
Lu < LL 0
CC 3: z 0
D.. Ill - cc:
cr z 0
LL
0
a.
0
m m
Ill (L
Z
m Lij
_j
Z M
Z
0
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G-5 OF 34_
WKID PROJ. NO.:
20170041.00.0
cp.
0
2+00 STk3+68±
�ls
CONNECT TO EX. 6" SLUDGE
FORCE MAIN WITH 6"x4" TAPPING
STA. 3+20±
PROPOSED 450 SLEEVE AND VALVE
BEND /41-
-0
N: 992724.9441
c
E: 1782027.0401
W1 CONCRETE THRUST BLOCK
V, ING
STA. 3+58±
x hz
PROPOSED 450 BEND 11Y
,EMAIN N: 992731.6473
E: 1782065.0561
W/ CONCRETE THRUST BLOCKING
15—
N
GRAPHIC SCALE
20' 0 20' 40'
HORIZONTAL
D'DICKSON
nitinfrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t)[phone]
(f)[phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
S/
SEAL
045626
Il't I I
PROFESSIONAL SEAL
Im
0 z
it 0
0 L
cr_
crIll
w
z
0
w
d
z
cl)
w
z _j
W I0
—L
M
Ill cr_
0 (L
Z< 06
z z
0
z We
ct
0
Ill
< < W o w z
LL
Fn m 0 cc
Lu < LL 0
CC 3: z 0
D.. Ill - cc:
cr z 0
LL
0
a.
0
m m
Ill (L
Z
m Lij
_j
Z M
Z
0
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G-5 OF 34_
WKID PROJ. NO.:
20170041.00.0

ON
W
poa
p U O
J U
�Z]
om
zoo
.0<
oDm
x,
.0m
It
m_a0
N_
W
ozw
-o
ON
�00
`d U
oZ N m
WY -4
0 Y W3
jLLmZ
00¢
Z
W
W
�0a
mzz
W
OmV
W�
m3z
X00
m�Z.
P0 Saa
(7 a
Z
O
ZZ
W
g
cOJ Z V
ZWD
N�
U0LL
p'0
ym4
3=z
®r3
0 Q
m
O
Zw
00,
MonLL
f 9
F{ LABORATORY
i f
U-1
cr-
w
Lu
2
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
o
I
z
INE
CHLORINE
z
FINAL SETTLING
TANK NO.
1
I ------------
CHLORINE
ODIUM IUL.EITE
CHLORINE
�JVASTE SLUDGE
PLANT
EFFLUENT
O DAN
RIVE
FLOW LEGEND
EXISTING
WASTEWATER
--- SLUDGE
-- CHEMICAL FEED LINE
z
O
U
Z
oC
H
z
O
U
rr
O
LL
0
W
U)
Q
w
J
W
crH
O
z
J
z
O
U)
w
U)
O
W
W
cc
O
LL
0
0
z
Q
r-
0
J
Q
z
LL
DICKSON
communitV infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(17 [phone]
WWW.WKDICKSON.COM
NC LICENSENO.F-0374
i
o
a SEAL r —_
045626
PROFESSIONAL SEAL J
w
U
w
O
Iz
CL
0
z
w
u.i
I—
H
0
z
Q
i
PROD. MGR.: JWH
m
RET
DRAWN BY:
w
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
m
z
z
w
w
O
O
2z
O
zo
Iz
O
J cr
O
wQo
LL
O
ct W
CL m
UZ
z
Ill
w
o=
Irc/)
m
w
z
ui
�
m
W
z
I—
U
w
O
Ir
a
z
p
O
crw
W
Q
0
IIIIIIIIZ
w
U
w
O
Iz
CL
0
z
w
u.i
I—
H
0
z
Q
i
PROD. MGR.: JWH
DESIGN BY:
RET
DRAWN BY:
w
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
m
z
w
w
O
2z
O
zo
Iz
ul
J cr
O
wQo
LL
O
ct W
CL m
UZ
z
Ill
w
w
0
m
w
z
ui
�
m
W
z
I—
U
w
O
Ir
a
w
U
w
O
Iz
CL
0
z
w
u.i
I—
H
0
z
Q
i
PROD. MGR.: JWH
DESIGN BY:
RET
DRAWN BY:
CH
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
WKD PROD. NO.:
20170041.00. C L

cc
Om
Zaw
FUO
O�U
0
z0-
g12-.
5 On
OX,
Om
ya0
oZt�Y
-o
ON
wUO
-6,
06
OXNmw
J
w38
,COO 0
oOma?
0
Y
Y
3
0
cn
U
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
I
LABORATORY
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
I € FINAL_ SETTLINGMIXED TANK NO. 3
l
LIQUORBUILDING
OPERATIONS BIOSOLIDS
SCREEN
MIXED
I ASO, 3
LIQUOR �
I
IAERATION
_
a SEA2
FINALBOXAI EFI0 SPLITTER
MI E
-
NO,
I
ISO. t
,
t
SCREEN
Ll I NO. 1 r
O, 1
PROFESSIONAL SEAL
CELT PEC I
i
INFLUENT RETURN
INFLUENT
STRUCTURE SLUDGE
DOSING
METER INFLUENT RETURN RETURN ACTIVATED SLUDGE
_ METER STATION NO, 1 , t TNI
_I
L ITTF SPLITTER
VAULT FLOW SLUDGE
SPE
RETURN
E0 f BOX RETURN ACTIVATED SLUDGE _., I .� METER �
I ISLUDGE
... [ f
PUMPING
7'STATION €— WASTE SLUDGE METER CLEAN B UNIT 0 a
I L0 ---- SEE SHT. G.8 SLUDGE TRANSFER
FOR P&ID HOLDING z
____n _� ___ PUMP z0 Q
TANK
` f STATION
BLEU ( I ICD
L.IOUO �q FINAL I
SCREED I U ISETTLING
$"� l€ C f �
i
TANK
0, 24 L11 Q UOR NO. '
AERATION CL.�ITTE I
BASINI z
� O
I
N0. MIXED
MIE3� 0. �
E
.....................e,.,.,_., r....,,...,,,.,....,.,,.,,, ..,.,.,. .,.... _,
SCREEN
NN 10, 4I 1 ,
Z a
O
[
FINAL SETTLING I Z
aTANK NO, 4cr-
UL
N - 1
v
N
e
W
,q S i
I w
a ( w F-
F-
0 0
...._._...� CHLORINE HLOI?E
CHLORINE CHLORINE I
F-MIXI O w
CHAMB
ER zC"LORINE
..
LLI
I � U
z Z Z_ W
a
O i i i
t[ ............ ..._...._....._....._
.......... ........................._..._...... _.._.._ < Z J U
0
...........__ ._..._._._........_._...; i..__._....._....._
CHEMICAL I 0 Z U
H FEU J H p Q t/)
...._� _�
CHLORINATIONI
UBLDG, zBLDG� ~U- =
cl
CHLORINE IICHLORINE
On o JY O
CONTACT CO AC CONTACT
U)OuJ C 2 u � Z �—
_._ TANK TANK TANKW t1 W U 0
NO. 1 110.1 No, 3 W
CD
W O
EL
W I F— t 0
SR�._......�.�... M,.,.....c mow...., m.....mmm...._�? 0 Jy
FLOW LEGEND w
EXISTING w m
W
z
WASTEWATER J— 0
a
,.,..,_........ DE -Cd ,,.,z P R w U Z
cc
CHAMBER SODIUM ICULFITS SLUDGE p _....... ....._._......_.._......._........__....__ w..._.....__. _.__. ..__...__....._... Q
0
CHEMICAL FEED LINE O a
L
PROJ. MGR.: JWH
DESIGN BY: RET
PLANT z DRAWN BY: CH
EFFLUENT � PROJ. DATE: SEPT 2018
TO DAN
s
RIVER DRAWING NUMBER:
o Q
G.7 O 34
QWKD PROD. NO.:
J
z 20170041.00. CL
H
Q
a u—
J
LL

I
o�
O
pa
Eoo
qJU
q Z W
OQ
Zoo
C9_
5 Fn
ox,
o0w
'fro
fN0
-is-
w§2-4
LLq=
OX
P
j LL tll
0
°Wa
oms
CoQ
0
wiz
wrmz
W�=
Xao
z
iq
�oa
aoZ
ZW
(OjZFU
ZZa
W
N=
UQLL
qq0
Y m Q
®o¢
rSNO
O ZO F
Fqg
01
NOTE:
1. THE INFORMATION ON THIS SHEET IS SHOWN DICKSON
WITH EXPRESSED WRITTEN CONSENT FROM
BCR SOLID SOLUTIONS. communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
TI (f) [phone]
ETM HOA ZIC HOA ETM ZIC DO AA AA
WWW.WKDICKSON.COM
2101 2101 2002 2100 H1O 2001 2000 2000 NC LICENSE NO.F-0374
DOFAIL RUN ZIO RUN ZIO FIQ CIR AIR AIR FIQ FIQ
2101 2101 2002 X2100 2100 2001 2000 2000 2000 2000 2000 WOO \\\�� !
SIC SIC SIC OCA FI CI DO Al Al FI AAHO; ,y'
Q SEAL. r
2101 2002 2100 2001 2000 2000 2000 2000 2000 2000 _ oass2s
OPERATOR INTERFACE
-- - -- -- -- -- -- -- -- - -- -- ---- -- -- -- -- N'0�
I I I I I i I I I t°1't
PROFESSIONAL SEAL
201 207 202 204 205 206 DO 203 208 209 /210
W
PLC INTERFACE
-- -- -- -- -- - -- -- -I- -- -- -- -- - -- -- -- -- - -- -- -- -- -1---- -- -- --I -- -- -- -- --t---
--I---- -I �_ I -�-__ i I i I L
L — L_ — — — — MOV j I I I - - CL02 GENERATOR - -
-i -1
I I { 2001
EQ -06 I �
I I M I i I I M �
II z
REUSE WTR RW RW RW RW RW -�-- — RW ( ( {4nm�= WAS WAA CLO2 GQgATOR WAS 1NAS WAS (WAS)SHT: G.9 fr O
RW -01 i I 2"- RW - PVC I RW -02 I { TE ( I STATIC r t ( 1 6" -WAS -PVC OU a.
FLOW(GPM): XX—XXX I I I I ( AE AI I MIXER -1 I I ( I W
ARV -01 71 I g I I IT -07 2000 000 ( Q EQ -05 I I ZO o
�
PR(PSI): XX -XXX i I I I I DO PROBE I I >
III
TEMPT: XX XXX { {
I — — — — — I I I I I CL02 GAS AE
Of AR -01 i FIT CT AE -01 ( < ; DETECTOR/ALARM 2000
DRAIN I 2001 2000 I z
IT -13 IT -10
TS I I-- -- --�
mom
WAS
WAS -10 WAS WAS �r WAS M �i WAS WAS WAS AS
6" -WAS -PVC WAS -02 I 6" -WAS -PVC I U
I FLOW METER
Q I (120-270) GPM I
I MOV RW -03 I s CHEMICAL DELIVERY SKID BOUNDARY T� I I LuLu
2002 I I I I v, z o
I
i { I O
CAL COLUMN PG
P
I
( I
i { I
I I
TO SKID 10 CU. IN.
Q I COLLECTION P U)
I I O
N I
TOTE I I I PAN { ILL
- { ` A-12
F�'FSA SA SA SA SA I W
I I SA 10 DDP SA 11
I Q w
SA 1 I 3 I 21 0 Q FIT
D - - I � U) 2001 IT -12 ( ( W U)
DEQ -03 SA -09 FLOW(GPM): XX -XXX
(SA) SUPPLY FROM SOURCE SA SA SA SA O IP45
SA SA SA M SA SA SA ---� SA SA SA z >
2"- SA - Pk 1 /2"- SA - PTFA 1 /2"- SA -PVC O PSIG 5 PSIG 1/2"- SA - PVC r W WA -07 FLOW METER SA -08 PR(PSI): XX—XXX I W o
_ SA SA[:TI o 0
I ' TEMPT: XX -XXX cn Q
RW RW RW RW RW RW RW RW RW RW --�- RW RW { Z Z Z U
1/2" -RW -PVC 1 /2"- RW - PTFA 1/2" -RW -PVC RW -04 1 /2" RW - PTFA 1 /2" -RW -PVC 1 /2"-SA-PTFA I z JO W
;u( I i- U) o w cr
I z
J ul
I CAL COLUMN PG z 0 H �= p
O 0 J
I I P I V)m0�� a
I u_
I W
TO SKID 10 CU. IN. { I It = z m
D COLLECTION P I W CLW U Z
TOTE I V' PAN I Ir Z Q
C-12
(%) W W
Sc Sc --�— Sc Sc Sc RW -05 w J
Sc1 { SC -10 SC-11/--------------------/�-------------� I O W W
DDP �-
C'3 w
F —��---------�L— FIT ' cn � cn
I---------- D � 2100 � O
� 2001 pC
c) EQ -04 IT -12 IF FLOW(GPM): XX -XXX (L W O
SC -09 Z Ir
(SC) SUPPLY FROM SOURCE SC Sc Sc Sc O Sc Sc Sc Sc M -� Sc Sc --� Sc Sc Sc Sc --0- Sc a.
45 PSIG v15 PSIG W m J
2 - SC -PVC 1/2"- SC -PTFA 1/2"- SC -PVC O SC -06 SC -07 1 /2 SC - PVC PR(Psp: XX -XXX W a W
FLOW METER � Z �
D Sc Sc TEMP°F: XX—XXX w U Z
CHEMICAL DELIVERY SKID BOUNDARY � W �
RAW (WAS) WAS —�-- WAS WAS WAS 1 /2"- SC -PTFA O Q
was -01 O a O
"-WAS- PVC
LL
PROJ. MGR.: JWH
DESIGN BY: RET
o c o PA z DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
Q
o G.8 OF 34
I J WKD PROD. NO.:
Q 20170041.00.CL
i z
f OL

2
OW
E" "
�o
0 j �0.
o:.'
Zoo
=m,
ox,
om
ya0
N_
W
oiw
dN
oZO
Z0
06
Z
aW.
N LL N
M
so
o=oz
W i
iso
WIZ
Z
boa
ZoZ
_W
0Z=
U -U
Z W O
a0i3�
UOo
�O
1 N Q
3�o
©os
0
moo,
aqm
o0
ax
PI PI
V3000 3000
OPERATOR INTERFACE
301 302
PLC INTERFACE
I
I
i
(WAS)SHT: G.8 WAS
6" -WAS -PVC
STATIC
MIXER -2
EQ -07
NOTE:
1. THE INFORMATION ON THIS SHEET IS SHOWN
WITH EXPRESSED WRITTEN CONSENT FROM
BCR SOLID SOLUTIONS.
ORP n a_ pH
CL 305
303 U)304
I
i I I
EL � 0- QL
cr o 0101 0 0
0
I
I
i
I-------- ---�
I I --� I
I
SII I
(
I-------------------------
I
I I I
I I
I I
II
I
DR DR DR DR DR DR DR DR DR
I
WAS -03 MANUAL DRAINI i i I I 4"— DR —PVC
DR r— DR DR DR DR
�I II I
o I I I
CONTACT COIL
— WAS I
I I i
i I
I I I
TOY
IDRI DR DR DR DR DR DR PLANT
I
DRAIN
WAS— P 1C Q '
I
I I I
II
EQ—O8
I
D I I i I
C/) AS -04 I I
o
I(
DR DR DR DR DR DR DR DR DR --�-�
I
-1"
.PVC DR I (
D
o
�-
I- — — — — AE TE Al ORP I AE TE AI PH I
f i-----------
IT-06 3000 00 I IT -05 3001 300
I
I
D
N
� I
PT E-02 E-03 >
I IT -09 3001
D
`" P WAS -05
Lo.- WAS WAS WAS WA WAS WAS WAS WAS WA ------10000--WAS WAS WAS WAS WAS WAS WAS WAS WA 3 3001
MOV
4"—WAS— PVC
c
t �
a
D U
U
d.
FLOW(GPM): XX -XXX
TS(%): O.X-X.X
PR(PSI): XX -XXX
TEMPT: XX -XXX
4"—WAS— PVC TO SLUDGE BELT PRESS
WAS WAS WAS WAS WAS WAS
z
O
U
z
O
U
O
u-
0
W
(n
Q
J
W
O
z
1
J
z
O
W
O
W
W
cr-
cr
O
u—
II
r
V
z
cr
0
J
Q
z
LL
"'bVVK
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
` SEAL
• 045626
• •q' Etc-'•�
PROFESSIONAL SEAL
m
o Z
o
0 L
W U
cr w
O
w
crw
0
ICIlilllz
W W
W
w U
w I'
Z
O
z z U
z
J to
0 W cr U
�tQ-=
III
U 0
�J�0F a.
CC
w¢LL O 0
p„ 06
W U Z a..
z m
w Q
W W
0C) U
cr w
m W
W 0
z a
w m w O
_j� W cr-,
Z
U Z
W
O Q
a o
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.9 OF 34_
WKD PROJ. NO.:
20170041.00. C L
i
FORP
=1
AA
AA
ZIC
AA
AA
3000
3000
I
3001
3001
I
3000
ORP
AIR
I
pH
I
AIR
AIR
ZIO
AIR
3000
3000
3001M30
3000
ORP
I
AlA{
AlAI
PH
I
Al
I
OCA
m
3000
3000
I
m
o
bi
o
3001
3001
4Ld
o
\_300000
I
i
I
ORP n a_ pH
CL 305
303 U)304
I
i I I
EL � 0- QL
cr o 0101 0 0
0
I
I
i
I-------- ---�
I I --� I
I
SII I
(
I-------------------------
I
I I I
I I
I I
II
I
DR DR DR DR DR DR DR DR DR
I
WAS -03 MANUAL DRAINI i i I I 4"— DR —PVC
DR r— DR DR DR DR
�I II I
o I I I
CONTACT COIL
— WAS I
I I i
i I
I I I
TOY
IDRI DR DR DR DR DR DR PLANT
I
DRAIN
WAS— P 1C Q '
I
I I I
II
EQ—O8
I
D I I i I
C/) AS -04 I I
o
I(
DR DR DR DR DR DR DR DR DR --�-�
I
-1"
.PVC DR I (
D
o
�-
I- — — — — AE TE Al ORP I AE TE AI PH I
f i-----------
IT-06 3000 00 I IT -05 3001 300
I
I
D
N
� I
PT E-02 E-03 >
I IT -09 3001
D
`" P WAS -05
Lo.- WAS WAS WAS WA WAS WAS WAS WAS WA ------10000--WAS WAS WAS WAS WAS WAS WAS WAS WA 3 3001
MOV
4"—WAS— PVC
c
t �
a
D U
U
d.
FLOW(GPM): XX -XXX
TS(%): O.X-X.X
PR(PSI): XX -XXX
TEMPT: XX -XXX
4"—WAS— PVC TO SLUDGE BELT PRESS
WAS WAS WAS WAS WAS WAS
z
O
U
z
O
U
O
u-
0
W
(n
Q
J
W
O
z
1
J
z
O
W
O
W
W
cr-
cr
O
u—
II
r
V
z
cr
0
J
Q
z
LL
"'bVVK
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
` SEAL
• 045626
• •q' Etc-'•�
PROFESSIONAL SEAL
m
o Z
o
0 L
W U
cr w
O
w
crw
0
ICIlilllz
W W
W
w U
w I'
Z
O
z z U
z
J to
0 W cr U
�tQ-=
III
U 0
�J�0F a.
CC
w¢LL O 0
p„ 06
W U Z a..
z m
w Q
W W
0C) U
cr w
m W
W 0
z a
w m w O
_j� W cr-,
Z
U Z
W
O Q
a o
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.9 OF 34_
WKD PROJ. NO.:
20170041.00. C L

cc
ow
Zaw
FUO
0JO
�Z�
Woo
O=w
oom
ya0
w
Ozw
f2omQ'."
-
Z
Z otlU
7-
U O m
mo
LL
w
w3
0 O N
2Zi
'W
w
w
x
Z
Z W O
N=
U p LL
p�0
1 y
Q
3rz
crs
0
ZW
0
�qm
o o0
LL
SAFETY RAILING VALVE OPERATORS AND
AIR INTAKE SKYLIGHTS STANDS TO BE REMOVED
TO BE REMOVED TO BE REMOVED TO BE REMOVED __...x
ROOF VENTILATOR
TO BE REMOVED
HALVES AND OPERATORS '
TO BE REMOVED 1" '
EL. 522.10
ME
'i
S< z ' 2t
CL EL. 5201.85
t
^A � � f
w...
f
E L- f' C:
i'W
Ti
DRAIN PIPE¥
�l II
i�£ 11
TO BE REMOVEDI,
I ...... .._..... _....
AND WALL ; , u -.a.0 L_.
PENETRATION
TO BE FILLED
EX. 8" DISCHARGE PIPE WITH GROUT
TO BE PLUGGED AND
ABANDONED IN PLACE I
... ...... ._ _ ................. __ _ _ ._ m_ .....
`�— REMOVE EXISTING CHECK VALVE AND
CL EL. 512.60 PLUG VALVE, TYP. 3, WALL PIPE AND
FLANGE EACH SIDE OF WALL TO REMAIN
f
fALL PUMPS, PIPING, AND VALVES
DRAIN PIPING
Tn Pt= Dr-RAn i=n TO BE REMOVED
f Aj,
mL
AAML
SCALE: 3/8"=1'-0"
z
0
U
U)
z
O
U
IC
0
LL
0
W
ui
W
0
z
i
J
z
0
U)
w
U)
0
(Lcr
CL CL
W
LLQ
cr
0
LL
0
z
crQ
0
J
Q
z
LL
DICKSON
communitV infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
1 IIlp//
a SEAL r-
045626
A
161k�
PROFESSIONAL SEAL
m
p z
cr o
O 1--
rc
a:�
z p
O
w
W
Q
0
IIIIIIIIZ
z
O
5
L
w /111
w
W
V/ 0
F- z
W
W �
Q � O
z z
z J z
Z
O
cn 0
Z)I=F-�=
cr 0
W<o
CLU z
W W
W O
a
w O
`W
V 0-
cr-
m O
W z
Lli Q I
C m
Q W F— z
z F-
F-
-U Z
W W
O Q
a �
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.10 OF 34
WKD PROJ. NO.:
20170041.00. C L

cc
oN
Zaw
FUO
0�0
w
iow
iF
0d
MWS
O(Lj
R25
=U�
0
OY�w3
jLLN
�O�--
ZW
N
Q
7
AUC
O W
¢¢ N
¢5�
W O
W Z
W � z
H
Sao
zI
jXI
oa
wm
601
?W
M
,3-,
0W,o
05
UpLL
pp0
Y N q
3�z
©oQ
N
0
00r
Mn
0
OO O LL

s
Ow
NWy
OZoa
FOO
p JO
ZW
�occ
ZOd
wf�!�
Uma
2W
0m
ps
ya0
=U�
LLp=
O�[J
y3¢ul
X00
0
o¢
w
s
=' 4
Qw0
w
¢¢z
.3z
W5�
a
W
c�
j22 p
R
¢acs
ZOZ
OZV
O
ZWp
Y
UpLL
pp0
Ym�
3�'G7
pOg
N
O
ZW
-O�
N2
O
OaIF
�L
PROPOSED 6" WAS
TO CLEAN B UNIT, FOR , l , ,
CONTINUATION SEE SHT. G.4 _-,,,,_
..._..._.. _. _ ........ _....,_a
..,,.,,a. - N, FROM
,X No.
'A'
PROPOSED 4" DRAIN/REJECT
FROM CLEAN B UNIT,
SEE SHT. GA FOR CONTINUATION
23
PROPOSED 19'-8"x12'-0"
OVERHANG W/ METAL ROOFING;
SLOPE TO DRAIN
PROPOSED
ALUMINUM GRATING
TO COVER ENTIRE
LENGTH AND WIDTH
OF WET WELL
20
if
s
1cv -volo-J I immm- 'B'
PROPOSED
72"x80" DOUBLE
HUNG DOOR
PROPOSED
NEMA 4x RAS PUMP
CONTROLPANEL
EXISTING PUMP STATION No. 1 - PROPOSED TOP PLAN
SCALE: 3/8"=1'-0"
1
PIPE, FITTINGS AND VALVES SCHEDULE
[i]
10" 90° BEND (FLANGED)
Q
10" CHECK VALVE
Q
10" PLUG VALVE
®
6" 90° BEND (FLANGED)
05
4" PLUG VALVE
©
4"x4"x4" TEE (FLANGED)
❑7
4" 90° BEND (MJ)
®
8"x4" REDUCER (MJ)
[9
4" CHECK VALVE
10
16"x10" REDUCING 90° BEND (FLANGED)
11
4" 90° BEND FLANGED
12
16" BLIND FLANGE
13
16" TELESCOPIC VALVE ASSEMBLY
14
6" SUCTION
15
10" SUCTION
16
10" DISCHARGE
17
4" DISCHARGE
18
4"x4"x4" MJ TEE
19
16" SLIDE GATE
20
16" TELESCOPIC VALVE OPERATOR
21
16" SLIDE GATE OPERATOR
22
4" 90° BEND (FLANGED x PE)
rl�
4" 22-1/2° BEND (MJ)
u
s
1cv -volo-J I immm- 'B'
PROPOSED
72"x80" DOUBLE
HUNG DOOR
PROPOSED
NEMA 4x RAS PUMP
CONTROLPANEL
EXISTING PUMP STATION No. 1 - PROPOSED TOP PLAN
SCALE: 3/8"=1'-0"
1
PIPE, FITTINGS AND VALVES SCHEDULE
[i]
10" 90° BEND (FLANGED)
Q
10" CHECK VALVE
Q
10" PLUG VALVE
®
6" 90° BEND (FLANGED)
05
4" PLUG VALVE
©
4"x4"x4" TEE (FLANGED)
❑7
4" 90° BEND (MJ)
®
8"x4" REDUCER (MJ)
[9
4" CHECK VALVE
10
16"x10" REDUCING 90° BEND (FLANGED)
11
4" 90° BEND FLANGED
12
16" BLIND FLANGE
13
16" TELESCOPIC VALVE ASSEMBLY
14
6" SUCTION
15
10" SUCTION
16
10" DISCHARGE
17
4" DISCHARGE
18
4"x4"x4" MJ TEE
19
16" SLIDE GATE
20
16" TELESCOPIC VALVE OPERATOR
21
16" SLIDE GATE OPERATOR
22
4" 90° BEND (FLANGED x PE)
23
4" 22-1/2° BEND (MJ)
z
O
E—
U
U)
z
O
U
O
LL
0
w
U)
Q
J
w
rr
O
z
.�J
z
O
W
w
U)
O
>L
w
w
crO
LL
I
r
V
z
Q
0
J
Q
z
LL
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
rrr
l
� ®• •OF E S /OZ �A i
Z
a SEAL
045626
N r E� • �s
v
PROFESSIONAL SEAL
c)z
fr O
Oa
ct �
z p
O
U)
w
Lu
Q
IIIIIIIIZ
�)w
F-
F- z
z g
w75 a
O
Z Z_ ~
O
Z
zi w
O w rr O
�Huj
swo 0
—i x 0 CL
W u- 0 •-
aW UZ O
pC z z
Q
a.
w O
0_z
o F-
m X
w
w
z
m J
Q w
z F=
U Z
Lu
O Q
a �
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROD. DATE: SEPT 2018
DRAWING NUMBER:
G.12 OF 34
WKD PROJ. NO.:
20170041.00.CL

m
Om
Zaw
r -0o
ppp J W
aon
Zoo
mfg
= W
oQm
'fro
w�w
F -o
�
UZQ.z OU
°�
Z
U m
Q
oll
p N
0
zwa
00
a
0 !S
p Z Z
Q W �
LL�N
Z
W5
W = o
_
N Q
Z�
�Og
J
LL
PROPOSED 6" WAS
TO CLEAN B UNIT, FOR
CONTINUATION SEE SHT. GA I I c Ill ' B l
II
(
18
I
PROPOSED 4" WAS
I
II
II
II
I (
I I
I I
II
II
( I
I I
I I
II
I I
I I
it
I (
II
'A'
PLUG WALL PIPE
WITH CONCRETE
— �--fin
PROPOSED 4" DRAIN/REJECT
FROM CLEAN B UNIT,
SEE SHT. GA FOR CONTINUATION
D VA
vcv -ma4m I I wo, 'Bi
EXISTING PUMP STATION No. 1 - PROPOSED BOTTOM PLAN
SCALE: 3/8"=11-0"
PROPOSED 12"x12" SUMP
W/ SUMP PUMP
EX, 1-6'0, DISCflARGE
'A'
1
m
PIPE, FITTINGS AND VALVES SCHEDULE
1]
10" 90° BEND (FLANGED)
12
10" CHECK VALVE
03
10" PLUG VALVE
®
6" 90° BEND (FLANGED)
�5
4" PLUG VALVE
©
4"x4"x4" TEE (FLANGED)
07
4" 90° BEND (MJ)
®
8"x4" REDUCER (MJ)
09
4" CHECK VALVE
10
1611x10" REDUCING 900 BEND (FLANGED)
11
4" 90° BEND (FLANGED)
12
16" BLIND FLANGE
13
16" TELESCOPIC VALVE ASSEMBLY
14
6" SUCTION
15
10" SUCTION
16
10" DISCHARGE
17
4" DISCHARGE
18
4"x4"x4" MJ TEE
19
16" SLIDE GATE
20
16" TELESCOPIC VALVE OPERATOR
21
16" SLIDE GATE OPERATOR
22
4" 90° BEND (FLANGED x PE)
23
4" 22-1/2° BEND (MJ)
z
O
F-
U
DC
F—
W
z
O
V
crO
u-
0
W
W
Q
W
1.1J
F-
0
z
J
z
O
f1)
W
W
O
a_
cr
D
a_
W
Lu
cr
O
u -
e
_z
Q
0
J
Q
z
u-
DICKSON
communitV infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
i
Q � 7
_ SEAL _
045626
�/ ifs • yGIN ���
i
PROFESSIONAL SEAL
m
/p z
I.L. O
O a
li U)
Lu
U)
w
W
Q
0
OZ
15 W
E-
H
z a,
w O
O
Z z m
cn0 wcc w
U)
< H =wU �
D JF- L = O
wr• Q ° O CL
crm z T
a� Uz O
Q Z
w In
w °'
0 O
p Z
ZE F-
m U
w w
Z
2 m
Q w
z
U Z_
W
CL o
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROD. DATE: SEPT 2018
DRAWING NUMBER:
G.13 OF 34
WKD PROJ. NO.:
20170041.00. C L

jr
om.
Zaw
FUO
o¢
Zod
o
o=w
pmm
ya0
iNo
w
ozP5
-o
z�z
o
Z
()Om
=Y�
U_
o2 �y�
yaw
o o
m
O
zzQ
Soa
¢W6
�3z
w5o
W?�
W�=
¢Fr
S
ac'
'5
z
a-
u
UOZ
?F3w
oz81
o -o
ZWo
U00
oa
YNQ
©�doo
fL
No
(,zw
0wo0
UoLL
0
Y
U
co
12'
PROPOSED 19'-8"x12'-0"
OVERHANG W/ METAL ROOFING;
SLOPE TO DRAIN
PROPOSED NEMA 4x WAS
PUMP CONTROL PANEL
©l"Em
[=]
4 _ .
r s e
MAX WAUER
M
E14
�-
7
PROPOSED 4 DRAIN/REJECT
FROM CLEAN B UNIT,
SEE SHT. GA FOR CONTINUATION 19
PLUG WALL PIPE
WITH CONCRETE
�....................... ............,.............,..�\ .
PROPOSED 6"----_
FLARE
L
14'
rlllllllll'
PROPOSED
19'-8"x14'-0" METAL
SHED
1 �
2
` PROPOSED 1-1/2"
I RAS PUMP NO. 3--ru LPVC 900 EL
�Ilf fl l/ II L
PROPOSED.10"
FLARE
12
2'-5" -
u -PLUG WALL PIPE
WITH CONCRETE
EXISTING PUMP STATION No. 1 -
SCALE: 3/8"=1'
1' --PROPOSED12"x12"
SUMP
E L.
..._5 i ,
EL s 2 i.1, I
GROUT SLOPE TO
PROPOSED SUMP
EX, SIDEWALK
EL4.35
PIPE, FITTINGS AND VALVES SCHEDULE
i
10" 90° BEND (FLANGED)
R
10" CHECK VALVE
33
10" PLUG VALVE
®
6" 90° BEND (FLANGED)
05
4" PLUG VALVE
©
4"x4"x4" TEE (FLANGED)
17
4" 90° BEND (MJ)
®
8"x4" REDUCER (MJ)
®
4" CHECK VALVE
10
16"x10" REDUCING 900 BEND (FLANGED)
11
4" 90° BEND (FLANGED)
12
16" BLIND FLANGE
13
16" TELESCOPIC VALVE ASSEMBLY
14
6" SUCTION
15
10„SUCTION
16
10” DISCHARGE
17
4" DISCHARGE
18
4"x4"x4" MJ TEE
19
16" SLIDE GATE
20
16" TELESCOPIC VALVE OPERATOR
21
16" SLIDE GATE OPERATOR
22
4" 90° BEND (FLANGED x PE)
23
4" 22-1/20 BEND (MJ)
EXISTING PUMP STATION No. 1 - PROPOSED SECTION 'B'
SCALE: 3/8"=1'-0"
z
O
U)
z
O
U
rr
O
u-
0
W
U)
Q
J
W
O
z
1
z
O
�W
v
O
`/_
cr—
Z)
a_
cr-
I
W
Ir
O
LL
I
0
z
Q
0
J
Q
z
DWDIKCKSC)N
comm:nitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
a SEAL _
- 045626
PROFESSIONAL SEAL
Illll lm
p z
Iz o
O
� cl)
`O`^^
VJ
w
w
0
IIIIIIIIz
W
z z
w 0
F-
W U
Z Z
0
O W
J
J 0 W Q 0
a
O J ~W = cr
w
U) ¢ u 0 cc 0
a.
aW Uz O
ir z z
W 1..1.
/w 0
V z
VJ
cr X
m W
W
z
m 6i
W
Z I—
U z
W
O Q
a D
PROD. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.14 OF 34
WKD PROJ. NO.:
20170041.00.0 L

O 0
z a w
EUO
QJ()
�o�
Woo
03:,
.0,
ya0
m
w
ozW
�-o
oz
UO
z
Dom
Wy
OY
W
00`�
zz<
oZ,
0!;R
CIZZ
0.0
r
�s�
oa
Wiz
F. F.
f2
0
Z
�0ccZ<
LioZ
?Fwwig
0zU
zwo
Np�
U0I
0p0
'20,
N Q
3isz
©oa
0
rr
1 z
0
�0g
0
i )OfF
\li✓K
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
PIPE, FITTINGS AND VALVES SCHEDULE (1)[phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
�, \ '
19 -8 ?OAF E S`O • i ',�
2' 2
Q SEAL :v
— 045626 _
i w
PROPOSED 19'-8"x12'-0 /��f/it 11100
OVERHANG W/ METAL
PROFESSIONAL SEAL
ROOFING;
SLOPE TO DRAIN
11 I m
11 5 6 4
Z
21
21
CC) 20
CV 3f 41A 1
=i 4
E N W U 1 W U 2
i
,_.......,...._..._........_..w._.__._._...w...,...�,�..,._..c �.WW.a.e......_. r.___..._...._.__,....._.a...r...........�....._...._......a ,._�x._,.. ....,a_ .,..,��_..,..._....n4.__e.,.. w.�.,x�: „_...,,..._...........��.�.�.........�...�._........
?_..�� �..... ... ......�_.._.. ._......_....... . �... E _.. ..........._ .. ............_.
..........
i Cr �
I� z w
_. _ O o
4" WAS DISCHARGE
FOR CONTINUATION SEE SHT. GA & G.12
LU
22 cr_
13 ! — — -----
E 13 O
14 7
E � U
F
F t�
Lu
f
E
__ _
r ,r
19
{ t 3
o
19 ! .. I( r: V I I I 1 10
�...._..._ if
E:
t_F , j7 F . ,,.....,............. F i ` .... _, ...... ..._.... _..._. ....... _ ... _ 3 i P q_...................W......,._.......
.,..___._..._...,.._.,.._.......__.__.._.....,.,. i t j . __.. E .c. .._..,.... _.. ,....�........... ............ _.... .... ....._ . _, . .�._._..._ .._,...... , .... ,.. .. . _... ..,............,......, u........ .. I {... t... t I
s;
I
PROPOSED 6"�'
FLARE, TYP, OF 2
T-6" 3' 7'-6" 0
I..I..i
EXISTING PUMP STATION. No. 1 -PROPOSED SECTION 'C' C!)
SCALE: 3/8"=1'-0" Q w
m
J �
W
a CC z z
w O
U
a F—
UJI
wf�1
po z v!
z z
Q J 0
N J �� w� O
A
z = =wU O
= O ~0= Iz
WM0 fn a
Q °
W°C w U z O
U)
n- Cr z `z
w
w w c9
W z
0
g o F-
D
� X
I w
w
z
a w m W
W Qw
�a
z 2 1=
a
W U z
N w
o a
a � a°C. o
O
O
'c LL
a i
PROD. MGR.: JWH
m
4
DESIGN BY: RET
9
z DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
s
Q
o G.15 OF 34
G
QWKD PROD. NO.:
g 20170041.00. C L
Z
a —
U—
LL
1Q 10" 90° BEND (FLANGED)
❑2 10" CHECK VALVE
❑3 10" PLUG VALVE
® 6" 90° BEND (FLANGED)
Q 4" PLUG VALVE
© 4"x4"x4" TEE (FLANGED)
Q 4" 90° BEND (MJ)
® 8"x4" REDUCER (MJ)
Q 4" CHECK VALVE
1 Q 16"x10" REDUCING 90° BEND (FLANGED)
11 4" 90° BEND (FLANGED)
12 16" BLIND FLANGE
13 16" TELESCOPIC VALVE ASSEMBLY
14 6" SUCTION
15 10" SUCTION
16 10" DISCHARGE
17 4" DISCHARGE
18 4"x4"x4" MJ TEE
19 16" SLIDE
GATE
20
16" TELESCOPIC VALVE OPERATOR
21
16" SLIDE GATE OPERATOR
22
4" 90° BEND (FLANGED x PE)
23
4" 22-1/2° BEND (MJ)

al
REMOVE HATCH
F—amew— 'AV
EX SN'
WAS ,.._
..
F >
F.
e ,\ ._, .' ,..: ............. .................«...«....,.max., .... ._..
EX. 20" INTAKE REMOVES SKYLIGHTS, TYP.
REMOVE INTAKE
Nowl.— vAV
mm—
EXISTING PUMP STATION No. 2 - DEMOLITION PLAN
SCALE: 3/8"=1'-0"
CAP EXISTING PIPE;
FILL WITH FLOWABLE FILL
ABANDON 24" PIPE
IN PLACE
ABANDON 900 BEND
IN PLACE
VALVES AND OPERATORS
TO BE REMOVED
'C
z
O
E --
U
D
OC
U)
z
O
C)
crO
LL
I.I.I
U)
Q
w
--.I
W
crI—
O
z
I
J
z
O
c/)
)
�W
v )
O
cr-
Z)
IL
W
W
rr
rr
O
LL
i
z
Q
0
J
Q
z
u—
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
O
O • FES �Z>
_� ?•moo SEAL
045626 _
i
PROFESSIONAL SEAL
Q z
cr O
O L
0 cr
cc �
z o
O
w
cc
w
0
illllll10
W
N
z
Z O
W ~
2 m
O
Q Q W
z z_
z J
O zIll
tW
WU O
DJ~ILL
cc=
W QLLOo
a W U z N
rY z O
z
W c/)
W 0
0 z
a P
EE
m X
W W
m J
W F -
z F-
U Z
W
cr
a
PROD. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.16 OF 34
WKD PROJ. NO.:
20170041.00. C L

00
Za"
FUO
0 j U
�O�
�ZOo
�r7
gym;
0Ow
Dom
Nao
.0
aZ�
N
dZ
0
06
'LL�t=q
jLLW118
O
0w Z<
oma
7
U Z
0 W .
to
�3z
id
w�=
Sao
0
Z�
o�
ZZ
0281
zz
0W�
NO�
U00LL
Es
Y N
000-,-
0
OOF
Ujg
O
0. EE
U
REMOVE INTAKE
c,
-&AAe A lr- Ck"IM i A r-AMCD
'_ �,-C
S
. »
REMOVE EXHAUST
i
l S,(' 1AR(,'E
L -o, 'A'
EXISTING PUMP STATION No. 2 - DEMOLITION SECTIONAL PLAN & EL. 524.00
SCALE: 3/8"=1'-0"
REMOVE EX. WATER LINE
vcv
7
D
J
D
Y
z
J
LL
0
W
C/3
Q
W
J
w
It
O
z
z
O
U)
W
O
a-
n�
W
W
L.I.
O
U-
I
0
z
Q
CC
0
.J
Q
Z_
U-
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
z
/•g/•�
1..1.E
z
O
F—
J
2
W
cl
w
U)
a
cra
N
z
U)
V
z
U)
X
LLI w
J
I—
V
z
Q
PROJ. MGR.:
JWH
DESIGN BY:
w
F-
m
CH
PROJ. DATE:
SEPT 2018
DRAWING NUMBER:
G.17
OF 34
I—
z
5W
L
w
Q
z
Q
z
z
�0
cc:o
�Ia—=wU
D J ct
O
O
wQL
O
_
(L
z
U Z
W
o~
U
w
/w
V
�0
/LL
W
LUEr
w
z
W
m
w
Q
z
I" -
U
W
O
a
w
z
o
O
U)
w
W
Q
0
IIIIIIIIz
z
/•g/•�
1..1.E
z
O
F—
J
2
W
cl
w
U)
a
cra
N
z
U)
V
z
U)
X
LLI w
J
I—
V
z
Q
PROJ. MGR.:
JWH
DESIGN BY:
w
F-
DRAWN BY:
CH
PROJ. DATE:
SEPT 2018
DRAWING NUMBER:
G.17
OF 34
I—
5W
L
w
Q
z
Q
z
z
�0
J
z0
�Ia—=wU
D J ct
O
wQL
O
_
(L
z
U Z
W
w
/w
V
�0
/LL
W
w
z
W
m
w
Q
z
I" -
U
W
O
a
z
/•g/•�
1..1.E
z
O
F—
J
2
W
cl
w
U)
a
cra
N
z
U)
V
z
U)
X
LLI w
J
I—
V
z
Q
WKD PROJ. NO.:
20170041.00.CL
PROJ. MGR.:
JWH
DESIGN BY:
RET
DRAWN BY:
CH
PROJ. DATE:
SEPT 2018
DRAWING NUMBER:
G.17
OF 34
WKD PROJ. NO.:
20170041.00.CL

om
Zaw
FVO
0�w
�o:5
zo
�k�
�mg
o=w
p.r
0n2
w
Ozw
-o
ZOZ
a{O0
Z
0Nm
jr_-2a
O=
Oy'8
ti3
,oto
QZa
ZZo
w
UpLL
p�0
®o2
NO
�zw
0,0
0
UtjFF
LL
111 � ■
DICKSON
community infrastructure consultants
REMOVE VENT
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
REMOVE INTAKE
(f)[phone]
\
REMOVE EXHAUST
WWW.WKDICKSON.COM
REMOVE SKYLIGHTS, TYP.
20" INTAKE
20" EXHAUST
NC LICENSE NO.F-0374
i
_......_... _... __._...._.........
10,P WAILi..
.
s
_...__ .
SKYLIGHT SKYLIGHT
SKYLIGHT
SLAB
O
2.�oFES ip'L'•2y s
IP
5
_
SEAL =
e
s_
OG
ell
.. '
r ,s
SHIPS
LADDER
'�2a
°
Ie
°
FLEX DU
RAS PUMP No. 2 PUMP GUIDERAIL�
vl�; - V, 51,16,"Y""',
CONNEC
A
24„
\
SHIPS
PUMP PUMP PUMP
3 No. 2 No, 1
ABANDON IN
PROFESSIONAL SEAL
h.
REMOVE
\No.
\ \
PLACE
LADDER
24" TIED 24" TIED
�.
�;
` 6"
PIPE
COUPLING COUPLING
\
I
U . .. _, . �
i I
m
I.
I
a
REMOVE ALL PIPING, VALVES
WAS PUMP No. 2
AND APPURTENANCES ?
ELEV.
514.18
i
AI
1
l�
WATER
'
Ie
SCREEN
CONC
REMOVE ALL PIPING, PUMPS
~°
REMOVE SUBMERSIBLE PUMP, TYP. OF
2
BASE
f
AND APPURTENANCES
•
a.,
I
.,.__ ..._ . .. ..
_..,._ .. ...'_. .. _.
' g
REMOVE PIPE SUPPORTS
_. _. _M rvar - aw .
,_ _ - -�
i
- - .>
z
PIPE SUPPPORT
S
t
_
EXISTING PUMP STATION No. 2 - SECTIONAL'A
v
REMOVE PIPE SUPPORTS, TYP.
w
SCALE: 1/4"=V-0"
�� EXISTING PUMP STATION No. 2 - DEMOLITION SECTIONAL 'B'
Iz
o
n
SCALE: 1/4"=V-131"
w
REMOVE SHIPS
LADDER
z
x
__
.__..m_.. _...
REMOVE EXHAUST
U
20" EXHAUST
1 xh
U)
W
PUMP No. 3 PUMP No. 2 PUMP No. 1
Q
Ld
0
0 0 o
0
z
J
fn
J J J
r/!
A
O
HOSE BIB v
.,� REMOVE WATER LINE,
U_
BACKFLOW PREVENTER
\
Z
REMOVE ALL PIPING, VALVES
3/4"
AND HOSE BIB
W
O
WATER
AND APPURTENANCES
ACCESS ` AACH, �
PEDESTAL. PEDESTAL
U
W
BFP
f'
W
G7
m
s
WATER
WATER WATER
x
r
! —
06
W
a
Q I
\
i
W
�
Q7
J
a
P GUTTER,
EV. 509.50
B
,
a _„
Z
a
a
3
a
_,
. _
LU
Gia_
Y
r
I
as:
-� -. • -
8" DIscH
CHECK VALVES
Z Z
..
CL ELEV.
519.00
TO BE REMOVED
(
�
Q -�
� Z
W
n
gid.,
16" ELEV. H" EL, f,, 16' LEE
512.33 _'°.313 � � 1.3
O
W
---�
J H R Q
Q
I
r�
o
90 BENDS, TYP.
REMOVE SUBMERSIBLE
z
W
~ = W
Z
0
SLIDE GATE AND
_, .
REMOVE
__ ,_.._.._....,,.__. ____..._.__ _W_....,..,__.__ __;
PUMPS AND GUIDERAILS
O
p -j cc WO H
O
m
OPERATOR TO BE
-
.�, „_ „ °� w 2 k 5� 935
'
..a
VALVE AND OPERATOR:
VALVE AND OPERATOR
U) m O aC
U
REMOVED
; SLIDE GATE AND
PUMP
�
� w V Z
W
a
REMOVE SUBMERSIBLE PUMPS
OPERATOR TO BE
TO BE REMOVED
WAS WAS PUMP
TO BE REMOVED
W
a
fA
LL
REMOVED
�
LLJ
W
. ,�. M
£ G
A
1
x
_
ELIV, 51 1,
F
p
o
s
a.p,may
.. 11 I
<
,
_. _ _...-
_
.° .. i
.............. .. z
i t �M}" j
" . _
J CI I , >,.�£
F.
:.•.i�r \ -. : t
FROM,
his 1
j( jj I I.t
f..
3 ._...�.
;' } _
i �/ h
III<,F ,,
'W€C Icli E � � ,..•:. ciE—TIL
SANK e x
IL
(�
o
¢
:-TANil
: PRF .e : x;e « 'ft3' =�,E", _ .
1
..'.z. 15,1,,. _, ., Eye ,3 .:,: :; ':
,...,.,... ..,, v,� ,t .._ : _ .:
i
i
F
S t
>' a
Z
(j
i tl
..,.=h F L..M,....,
i- I li i •, ., ... '.�
_ . -..m.>;-
S,
_t
f
........ ..,..,_..
ttt
'.<t, .?s.
..
G�»
_
€..... ,.,,..._,_.__..,..........
t
..
_...
N
Ys
51
Ev
51,3.75
G
W
3
VALVE AND OPERATOR £>n
�
.. a �� . , ,.' - °
.
VALVE AND OPERATOR TO
SLIDE GATE AND OPERATOR
STATION N - DEMOLITION SECTIONAL
EXISTING PUMP STA IO 0 2 E C
SLIDE GATE AND OPERATOR
iLi m
W
iii U)
—I a
a
a
TO BE REMOVED ?
BE REMOVED
TO BE REMOVED
SCALE: v4•=V-0"
TO BE REMOVED
z
I_
__.......... _ . __. -- -
"._ _ _....... __ _ _ __ .. ___ __.___ _____. ___. __-... _ _- _..
,A,
_
>
w
w
H Z
z
w
�
- DEMOLITION SECTIONAL PLAN ELEVATION 516.50
EXISTING PUMP STATION No. 2 DEMOLIT O @
o
SCALE: 1/4"=V-0"
O
�
o
N
LL
m
PROJ. MGR.: JWH
W
v'
DESIGN BY: RET
a
z
DRAWN BY: CH
a
.�
s
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
w
U
0
°�
G.18 OF 34
r
o
WKD PROJ. NO.:
Q
a
z
20170041.00. C L
a
a
J
U_
LL

2
ow
Zs
F 00E
23JU
W
r
oa .d
z
g 7
0 Cly
o0 uj
.o
m
Wap
z
ozw
r -o
oz
U
Z'6 UO
Z
o m
Q
~lt=d
OY
N3�
] LL V)
oOz
zz<
UOa
¢wcIz.
aCN
Q z
Z
Woo
w=ad
w�=
¢rr-
=a�
O �
z_
0
zoz
,ZU
Zo WD
0,
Y
U�LL
poo
Yd4
®oa
No
ooh
owo
()O
LL
it
10" 90° BEND (FLANGED)
Q2
10" CHECK VALVE
Q3
10" PLUG VALVE
®
10"x10"x10" TEE (FLANGED)
�5
10" 90° BEND (MJ)
©
24"x24"x10" TEE (MJ) W/ 24" PLUG
❑7
10" FLOW METER
®
10" DISCHARGE
10" SUCTION
10
24" TELESCOPIC VALVE
11
24" SLIDE GATE
12
24" TELESCOPIC VALVE OPERATOR
13
24" SLIDE GATE OPERATOR
14
SUBMERSIBLE PUMP
15
8"x4" REDUCER (FLANGED)
16
8" CHECK VALVE
17
8" 90° BEND (FLANGED)

Om
Zaw
FUO
J �U Z�
O¢
wap
�m
ox.
om
0X
w
oIW
F _ p
Z.
owz
Z
Up
ulLL
Oy8
W3�
N
:3LLw
ZW¢
00¢
D I)
ozz
0W.
. S2
o--
W=j
W0, 0
0LLp
Z�
.I
FILL WITH SELECT BACKFILL
AND COMPACT TO 95%
STANDARD PROCTOR; CAP
WITH 12" CONCRETE PAD,
SEE DETAILTHIS SHEET
PIPE, FITTINGS AND VALVES SCHEDULE
II IIS'
Ile
PROPOSED 26'-0"x17'-0"
METAL SHED
N
PROPOSE[
PUMP GUI[
TYP. OF 21
m�mr%e%rm nn- Alf—A-71 nn
1❑
10" 90- BEND (FLANGED)
Q
10" CHECK VALVE
03
10" PLUG VALVE
141
10"x10"x10" TEE (FLANGED)
❑5
10" 90- BEND (MJ)
161
24"x24"x10" TEE (MJ) W/ 24" PLUG
07
10" FLOW METER
®
10" DISCHARGE
09
10" SUCTION
10
24" TELESCOPIC VALVE
11
24" SLIDE GATE
12
24" TELESCOPIC VALVE OPERATOR
13
24" SLIDE GATE OPERATOR
IR
SUBMERSIBLE PUMP
15
8"x4" REDUCER (FLANGED)
16
8" CHECK VALVE
17
8" 900 BEND (FLANGED)
FLARE
EXISTING PUMP STATION No. 2 - SECTIONAL 'A'
SCALE: 1/4"=l' -O"
ZC
iD1N.
\may fj ,f 3
2-",
l --r.- 'A'
EXISTING PUMP STATION No. 2 - SECTIONAL PLAN @ ELEVATION 516.50
SCALE: 1/4"=1'-0"
COMPACTED TO 95%
STANDARD PROCTOR
CONCRETE CAP DETAIL FOR PUMP STATION NO. 2
FILL WITH SELECT BACKFILL
AND COMPACT TO 95%
STANDARD PROCTOR; CAP
WITH 12" CONCRETE PAD,
SEE DETAIL THIS SHEET
vpv
..... I c v
V
l £ a'•°c's��v �"s.
EXISTING PUMP STATION No. 2 - SECTIONAL 'C'
SCALE: 1/4"=V-0"
� zw
E RAMP
:Lw
z
O
F—
U
cr
F-
U)
Z
O
U
O
LL..
W
Q
W
J
W
F-
0
Z
I
J
z
O
W
CL
cc
1
WK
DICKSON
communit infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
;2
a SEAL
045625 Z
N�
PROFESSIONAL SEAL
m
a z
o
O a
U X
UJI
U)
z p
O
w
w
0
IIIIIIIIz
w
U)
U)
w O
W
F-
0
UJI
Q Q (f)
z z cl
UJI
2z z0 U))
O x
Ill
Q Q= W U p
-J F— = Om..
LL
wQu- O N
a c U z z
w
o w
w O
w z
O F -
o
m X
0° w
w
z
w m J
W Q w F-
z E-
W z
w
0 <
a o
t'O
f�
PROJ. MGR.: JWH
DESIGN BY: RET
Z DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
Q
o G.20 OF 34
J WKD PROJ. NO.:
Z
20170041.00. C L

2
00
Z n.w
o00
W
�0
zoo
g s,
7 Cly
U = W
O00
0.2
N
w
ozu�
f2 -o
OZ
Z
z - .1
Z
0 O m
W y
OY�
N
QQFzo
Z W Q
W
N
6
0 0
oZ;
Wzo
¢so
Wax
i2 n
G
Z
¢rrw
Z
OZ
-�
0Z =
U -U
Zj8
UQLL
3,0
Y m
3Fz
©o¢
"o
T2F
�Nm
0
Uafi
DICKSON
communitv infrastructure consultants
12'
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
PROPOSED
(f)[phone]
VENT, TYP.
WWW.WKDICKSON.COM
®
NC LICENSE NO.F-0374
PROPOSED
CHEMICAL TOTE, TYP.
PROPOSED
EMERGENCY
O ��
EYE WASH
PROPOSED
• o� U/Oj ,
�y'•'�
STATION
CHEMICAL TOTE
2 a SEAL
_ r
= 045626
PROPOSED
At
4" 900 BENDS
�S}tt11
SODIUM CHLORITE SULFURICACID
bo
PROFESSIONAL SEAL
2
_6
SULFURICCID
80
PVO CARRIER PIPE
1908 V-6"
9"
2
2796
FOR TUBING TO
CLEAN B UNIT
m
EL. 521.5±
PROPOSED
GRATING
@ ___
-
I
___
EL. 521.5±
— --
I
- PROPOSED CHEMICAL
I
PROPOSED
FEED TUBING, SEE NOTE 1
PROPOSED
SPILL CONTAINMENT
I — — — — — — I I L I
SPILL CONTAINMENT
4"
5'-9"
1'-3"
—
O
F-
CHEMICAL SHED -PLAN VIEW
6" CONCRETE
SLAB
4
SPILL CONTAINMENT
Z
CD
w
a
6"x6"x1.4x1.4 WELDED
SCALE: 1/2"=1'-0"
#4 CONT. WIRE FABRIC @ 1-1/2"
j
r I
5,
W
cr
CHEMICAL SHED - INTERIOR, EAST SIDE ELEVATION
z
4"
16'
4„
!!� FILL W/ 6" t
SCALE: 1/2 "=l' -O'
0
PROPOSED
PROPOSED 2 - 4" 900 BENDS
CRUSHER -RUN STONE
2 - 4" 90° BENDS
CONCRETE PAD DETAIL FOR CHEMICAL SHED
U
SCALE: 1/2"=V-01'
PROPOSED PROPOSED
4" PVC (CHEMICAL 4" PVC (CHEMICAL
LINE CARRIER PIPE) LINE CARRIER PIPE)
NOTE:
U
z
w
a
CHEMICAL TUBING SHALL BE SMOOTH
O
BORE CLEAR PFA TUBING (0.50"x0.38" ID)
1
1
1
1
1
1
1
(Z
PROPOSED PROPOSED d
0
4" 900 BEND 4" 900 BEND
�
o
L.L
0
PROPOSED
PROPOSED
VENT, TYP.
w
a
72"x80" DOUBLE
72"x80" DOUBLE
a
HUNG DOORS
HUNG DOORS
Q
W
s
LI_I
U)
r -----II Ir -----I
®
wcn
U
z
m
0
I I
O I I OI
_
PROPOSED
PROPOSED
EMERGENCY
EYE WASH
O
z
W
Q Q
z
O
U
m
I I
CHEMICAL TO
STATION
Q J
m
I II II I
r.z o
O W
06
o
--r
J Q
< < W
Z
m
ps
o
oP�LL
I
0-
m
PROPOSED
mm0
W Q O
o
W
4" 900 BENDS
W
CL UZ
c/)
p
<
m
SODIUM CHLORITE
0
W
PROPOSED
6" CURB AROUND
PROPOSED 4" SCH 80 PVC
cc
W
Q
W
_
SPILL CONTAINMENT
CARRIER PIPE FOR TUBING
1
TO CLEAN B UNIT
1908
D
m
W
A
W
Z
a
PROPOSED
uj Q
6j
GRATING
W
Q W
F -
v>
----__
Z
F-
6'-6" 3' 6'-6"
----
___ __=
EL 521.5±
w
U
Z
W
m
PROPOSED CHEMICAL
a
FEED TUBING, SEE NOTE 1 4"
1'-3" 5'-9"
4"
O
O
a
0
U
LL
PROJ. MGR.: JWH
m
\
2' \
d
PROPOSED
SPILL CONTAINMENT
0
DESIGN BY: RET
z
DRAWN BY: CH
PROPOSED PROPOSED
EMERGENCY 36"x80" SINGLE
HUNG DOOR
4'
PROJ. DATE: 2018
DRAWING NUM ERT
0
o
EYE WASH
STATION
5'
Q
G.21 OF 34
-
CHEMICAL SHED PLAN VIEW
0
WKD PROJ. NO.:
WJ
SCALE: 1/2"=V-01'
a
CHEMICAL SHED - PLAN VIEW
Z
20170041.00. C L
SCALE: 1/2"=l'-O"I
a
J
U
LL

cc
ON
Zaw
F0O
J W
�O�
zoo
5f�
-
0
O = W
w 0 m
W.o
w
oiw
0
Z ° Z
Z 0
Z
V
0.0.
w3
LLQ=
o�2:�
N 3 W
� y
¢o
0
Z W WQ
ioQ
11
o W '
4
¢FEZ
w5O
p. w
�F�
C7 �
Zl
¢rrxl
0g
ti0Z
?F�w
OZ�
O - O
ZW.
U.LL
p2 E2
�0
3F_
©o¢
0
max
>w0
OU O LL
DICKSON
12'
12'
communitV infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
®
®
®
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
N.
SUL �� U R'Llru"
GfJy
7%
,
' SEALSWUM
045626
CHLORME
tinx*
A u I LIJ
PROPOSED
�/ / 1 w0\\
t 0\\
72"x80" DOUBLE
HUNG DOORS
PROFESSIONAL SEAL
PROPOSED
72"x80" DOUBLE
I
I
(
m
HUNG DOORS
I I
I I I `o
i I
I
II
�
z
PROPOSED — — — —
SPILL CONTAINMENT
N
CV
— — — — PROPOSED
SPILL CONTAINMENT
U
L
Z
O
o
4'
4'
w
cr-
5'
5'
CHEMICAL SHED - EAST SIDE VIEW
CHEMICAL SHED - WEST SIDE VIEW
z
O
SCALE: 1/2"=V-0"
SCALE: 1/2"=V-01"
U
16'
16'
(f)
z
w
¢
0
O
6'-6"
3' 6'-6"
u-
0
W
a
N
N
V
Q
W
V
W
W
U)
W
W
to
W
2
�Z
..CG.
li
OM
0LLJ
IO -
cr
W
V
-
z
Z z
uj
A
a
PROPOSED
36"x80" SINGLE
'
ZO J
Q _it
J H
uj
HUNG DOOR
W
Q Q U
to
o
O
LL
�J a~C
u
III
C'3
2
W
w ¢ O
OC
O
aW UZ
cc Z
CD
v
VJ
O
w
W
QLL
J
U
w
U
11 11 11 11
11 11 11 ILW
crm
Q
T
m
m
�
W
T
2
I I
I
(
Q
a
m
I
N
I
u
W
z�
W
m
n
I
PROPOSED L — — — — — —
SPILL CONTAINMENT
—
5'-6"
51_6,.
— —
— — —
5'-6"
— — —
I PROPOSED
— — SPILL CONTAINMENT
—
51-6"
W
O
LL
U
Z
Q
PROJ. MGR.: JWH
61_6"
6'-6"
6 -6 ,�
�_ ��
6 6
DESIGN BY: RET
z
DRAWN BY: CH
PROD. DATE: I SEPT 2018
DRAWING NUMBER:
m
W
CHEMICAL SHED - EXTERIOR REAR VIEW CHEMICAL SHED -EXTERIOR FRONT VIEW
SCALE: 1/2"=l' -O"
SCALE: 1 /2"=1'-0"
G.22 OF 34
n
o
W
J
WKD PROJ. NO.:
a
-
Q
z
20170041.00. C L
li
I
LL

00
z a w
p00
gz=
a¢
ZO
0
2�_
UO=w
om
Na0
ozw
-0
zoz
wU0
.6o
06 z
W
W y
�UQ
LL�y
OY�W 2!
j0
0
0
zwa
N
w
= U Q
0 W
a�N
wg�
�3z
wso
w=z
w�a
ONz
¢oa
Q�
z
?oZ
�w
oz�
U_
ZW0o
N�
Uz,04.
000
`LUQ
F z
©D 0Q
O
SOT
0w0° o
0
fL
U
T-0"XT-0" DOOR & ISO CONTAINER WALL/CEILING
ARE NOT SHOWN FOR DRAWING CLARITY.
ii r :.
CONEX PENTRATION®` s s r • t
FOR HEATER
OVSODIUM C LO•
,. :o„•
LINECONEX PENt
ARV/ARV MOUNTING BRACKET/ ARV PIPING
ARE SHIP LOOSE ITEMS
FOUND IN THE CLEANB UNIT UPON ARRIVAL
FIELD INSTALLATION REQUIRED.
SULFURIC ACID
CHEMICAL SKID '
CONNECTION
SODIUM CHLORITE
DETAIL j
22.5"X21.!
RESERVE
FOR SPACE
OTE DOOR SVS
12"X12" VENTILIATION FAN
LOCATED IN WALL NEXT TO
CHEMICAL DELIVERY SKID
NOT SHOWN
F 04" NOMIMAL PIPE
"DRAIN / REJECT DISCHARGE
�r
12"X12" FRESH AIR
INTAKE LOUVER f'
\--¢.56.0" NOMINAL PIPE CONNECTION "WAS -INLET" `
04.0" NOMINAL PIPE CONNECTION
PROCESS WAS FEED 'TO DEWATERING".
I\
NOTE:
1. CLEAN B PLAN AND ELEVATION VIEWS
PROVIDED BY BCR SOLID SOLUTIONS.
2. THE INFORMATION ON THIS SHEET IS SHOWN
WITH THE EXPRESSED WRITTEN CONSENT
FROM BCR SOLID SOLUTIONS.
WAS SUPPLY CONNECTION FROM PLANT.
i r
SUPPORTING STRUCTURE/PIPE SUPPORTS/WAS F
ARE SUPPLIED/INSTALLED BY OTHERS.
SIZE/DIMENSIONS ARE TO BE DETERMINED
BY EOR/INSTALLING CONTRACTOR.
PLAN VIEW
END ELEVATION
INTERIOR DOOR H
RIM PANIC DEVICE
ELEVATION
z
O
v
oc
z
O
U
O
LL
0
w
U)
Q
I
w
cc
O
z
I
J
z
O
U)
W
V)
O
OL
cr-
Z)
W
LL!
cr-
cr
O
LL
I
r
V
z
crQ
0
J
Q
z
LL
WK
DICKSON
communitV infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
'•-
Q SEAL f
045626
G►
11PI111
PROFESSIONAL SEAL
m
p z
Ir O
O a
cr-
z o
O
w
w
a
0
llllllllz
W
H
Z (n
w 3:
W W_
U, >
Z
Z Z_ _O
< Z M ~
�O wcr W
<I~a - mow= w
u
w<L0 z
L
a W U Z Z
ac z g
w
w m
w z
o w
EE U
M
W
Z
m w
W 'J
H
Z F-
U Z
ir cr
a.
PROD. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.23 OF 34
WKD PROJ. NO.:
20170041.00. C L

O0
Zaw
FUO
0JU
oZw
ao�
Z o p
5a�
0 ai
oxw
"ow
yao
Dow
-o
dN
FUo
Z°sU
2
UNm{
Oy8
w3�
"o"
°�aZ
w
w
oz 5,
¢Wzo
U
wr
OU
w�
¢rte
Z
jo<
UZ
?O�w
OZ
ZW�
N=�
o oo
Soo
YV1Q
3�2
(
Qoo
0
oo'
odo
0
U ME
WK
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
4z -
SEAL
=_ 045626
PROFESSIONAL SEAL
vAl 90°
o, p.,9
PROPOSED 2" SCH5 HEADER SUPPLY PIPES
m
(EXACT LOCATION TO BE FIELD VERIFIED),
----__
FOR CONTINUATION SEE SHT. G.29
PROPOSED
W
O
24" MANWAY
0
n~
30°
w
a=
w
ZO
o
PROPOSED 4"0 SUCTION TO
us
\
\
SLUDGE TRANSFER
w
\\
PUMP STATION, FOR
aC
\\ PROPOSED 4'x6' METAL
\\
CONTINUATION SEE SHT. G.29
\ PLATFORM W/
\ KICKPLATE
PROPOSED 4" PVC DECANT PIPE TO \
\
\
vBvSEE
EX. PUMP STATION #2, \ \\
SHT. GA FOR CONTINUATION \
���\O�
1700
vBv
0
-: .••.w::•a.:�.'': \
PROPOSEDuj
PULLEY ASSEMBLY
00 —
—
— — — 1800
PROPOSED 4'x4'x4" :.' `. ;:; °, % ', .:''
'= '
PROPOSED CABLE
'' — `---
o 0
Z
CONCRETE PAD '
PROPOSED CRANK WINCH
ASSEMBLY
1900
PROPOSED 4"0 PIPE
(DOWN POSITION)
WN
J
cc
G
is
PROPOSED METAL
PROPOSED 4"0 WAS FROM
w
aCLEAN
STAIRWAY
B UNIT, FOR
Z
CONTINUATION SEE SHT. G.3
c j
Z
o
w
o,
m
PROPOSED SAFETY
w
Q Q
Z
g
RAILING, TYP.
Z Z_
a
� z
J F- w Q
z
QQ w0
N F-
z
O
LL=
oJ�0E-
Z
a
PROPOSED
W Q u- O
METAL STAIRWAY
W Z
a U
W
LANDING
aC
W
o
O
L.{-
•.
3
270°
Z
Y
SLUDGE HOLDING TANK - PLAN
W_a
Q
m
F-_
N
SCALE: 1/4"=1'-0"
Z
F'
0
W
z
No
w
cc
Q
cc
o
a
o
U
O
PROJ. MGR.: JWH
a
DESIGN BY: RET
a
z
DRAWN BY: CH
SEPT
2018
DRAWING NUMBER:s
W
j`
G.24 OF 34
o
L
0
J
WKD PROJ. NO.:
a
z
20170041.00.CL
a
a
J
LL

om
ZaW
poo
MoW
D
Woo
S
sW
oom
aU
N D
als
W =o
2
Z
o�
6
zoz
0 z
-U
Z W
N=�
UpLL
Q �O
y�NQ
3~�
©o0
0
�zw
o�
do
0
U aLL
42'-0" (NOM. INSIDE DIA.)
PROPOSED PULLEY ASSEMBLY
DICKSON
community infrastructure consultants
PROPOSED CRANK WINCH---`�—�
ASSEMBLY"
o " O
PROPOSED 4 0 90 BEND PROPOSED 4 0 90 BEND
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
PROPOSED 4'x6'
PROPOSED TOP
(t) [phone]
METAL PLATFORM
OF SHELL SHEET
(f)[phone]
W/ KICKPLATE
WWW.WKDICKSON.COM
N
NC LICENSE NO.F-0374
PROPOSED WEB TRUSS STIFFENER
QUANTITY AND LOCATION
PER DESIGN REQUIREMENTS
Aili
�; 9 .7
CL SEAL r• : e
PROPOSED 4"0 WAS (DIP)
045826
li
PROPOSED
.-.
PROFESSIONAL SEAL
METAL
PROPOSED
_
METAL STAIRWAY
w
PROPOSED TANK WALL
}
LANDING
Y
I
I
m
PROPOSED TOP STIFFENER TYPES
z
BASED ON DESIGN REQUIREMENTS
4
�
O
PROPOSED SHELL SHEET
z
PROPOSED PIPE SUPPORT, TYP.
-(20) PER RING
co
N
PROPOSED METAL
STAIRWAY
SUPPORT, TYP.
I
p
z
o
O
PROPOSED
v
CONCRETE PAD
Z
w
PROPOSED
FLOOR LEVEL
EL. 521.75
EL. 521.75± 1
PROPOSED 4"0 WAS FROM
z CLEAN B UNIT, FOR
O
(D
5:
g CONTINUATION SEE SHT. G.3
cr-
EX. GRADE LEVEL
fOvviv®�o�� �� �\ //v vivvivvi�
1vvi �� v
vjvs^\� �O\ i� vf��`���\ vi®vvvv^0` �0
vivyv^\��Q 4PROPOSED
4" MJ 90o BEND
O
_
(ROTATED 22-1/2°)
t—
SLUDGE HOLDING TANK - SECTION 'A'
WAS PIPING - SECTON 'C'
U
SCALE: 1 /4"=1'-0"D
SCALE: 1/4"=l' -O"
U)
w
PROPOSED CRANK WINCH PROPOSED
PULLEY ASSEMBLY
z
O
o
ASSEMBLY
o
'
I
I
I
I
I
I z
PROPOSED CABLE
O
u
a
-
m
a
Wm
N
L4
r�
U)
Lu
Lu
U
Y
II
J
II
W
cn
W
IIcc
z
o
I I
F--
W
cn
z
m
m
I (
i
PROPOSED 2" SCH5
HEADER SUPPLY PIPES
z
i
W
Z Z
<:3 .J
O
U
W
to
a
I I
I (
PROPOSED 4"0 PVC PIPE
�-
U)O W oOC
Y
z
t
PROPOSED SAFETY I I
(UP POSITION)
.1
z
Q Q W a U
F. _
RAILING, TYP. I I
O
`W =
O O P
Z
I(
II
m
�W� z
U)
II
W
a UO
°
W
PROPOSED METAL I (
U)
W
=
STAIRWAY LANDING I (
O
w
W
0
II
W
o
T
(I
OC
o
-�
W
m
II
II
D
n
m
a
Q.L
I
I I
**** PROPOSED AIR PIPING NOT SHOWN
PROPOSED TANK WALL
z
FOR CLARITY PURPOSES, SEE SHEETS G.26 -G.28
ui m
6i
W
I (
FOR DETAILS AND PIPING LAYOUT
W
W
o
I (
PROPOSED 4"0 PVC PIPE
Z
o
it~
w
U
0
z
N
PROPOSED METAL j
PROPOSED 4"0 SUCTION TO
-'
�
I.
STAIRWAY lI
SLUDGE TRANSFER PUMP STATION,
�-
Q
FOR CONTINUATION SEE SHT. G.29
O
o
I I
(L
PROJ. MGR.: JWH
mo
II
a
I
PROPOSED TANK BOTTOM
DESIGN BY: RET
DRAWN BY: CH
a
PROPOSED
z
PROJ. DATE: SEPT 2018
CONCRETE PAD
DRAWING NUMBER:
m
W
EL. 521.75±
0
PROPOSED 4" DECANT PIPE
cc
G.25 O34
TO EX. PUMP STATION
PROJ. NO.:
NO.2 WET WELL,WKD
SLUDGE HOLDING TANK - SECTON 'B'
Q-0
Q
J
SEE SHT. GA FOR CONTINUATION
SCALE: 1 /4"=1'"
z
20170041.00. C L
a
J
LJ
LL

ow
", W y
ZEW
F0 o
�z U
Z j
O
¢
Woo
�m�
U =
m
o ¢
mao
�No
w
-o
FUO
06 oz
ZZ
m
WT -4
U 1 N
j LL.
a
Zza
�
0Z
0W"
"Ir N
wm�
°C3z
0
0a�
O
Z
m¢�
�Og
Z
OZ
:�g
z
o.
U -U
ZZO
Nj
VOLL
pp0
YNQ
}�FZ
_ (ry
p0¢
0
0ZS
o�
owo
U O LL
PROPOSED
1" HALF COUPLING,
WELDED TO TOP PLATE
SLUDGE HOLDING TANK MIXING SYSTEM
LAYOUT ISOMETRIC SECTIONAL VIEW
SCALE: NTS
G)
PROPOSED 1/4" NOZZLE
BOTTOM PLATE (HDPE)
PLATE ISOMETRIC VIEW
SCALE: NTS
PROPOSED 1/8" STAINLESS STEEL
NOZZLE TOP PLATE
CONNECT NOZZLE TO HEADER
USING 1" NPT HALF COUPLING
WHICH IS WELDED ONTO
THE NOZZLE
z
N
/PROPOSED
3/8" HEX NUT
PROPOSED -
3/8" LOCK WASHER
PROPOSED
3/8" OVERSIZED
FLAT WASHER
PROPOSED
3/8" OVERSIZED
FLAT WASHER
ROPOSED SLUDGE STORAGE TANK
NOZZLE HEADER
A
PROPOSED —'
3/8" HEX NUT
DETAIL A
SCALE: NTS
INSTALL MIN. OF 2 ADHESIVE
ANCHORS WITH 3" EMBEDMENT.
SHALL BE 3/8" THREADED ROD.
EPDXY ADHESIVE TO BE USED.
FLAT FLOOR NOZZLE SECTION
SCALE: NTS
HEA
A -as
SLUDGE HOLDING TANK MIXING SYSTEM LAYOUT
PLAN VIEW
LINEAR DROP LEG
INSTALLATION DETAIL
SCALE: NTS
'ROPOSED WELDED
)UTLET COUPLING
'ROPOSED 1" SCH40 DROP LEG
SCALE: NTS
NOTES:
TORAGE TANK
ED HEADER No. 4: CL R=16'-0"
.ES PER HEADER
PROPOSED HEADER
No. 3: CL R=12'-0"
10 NOZZLES PER HEADER
1. ALL NOZZLES TO BE INSTALLED APPROX. 2" OFF OF GROUND.
2. COORDINATE WITH ENGINEER FOR FINAL HEADER PLACEMENT FOLLOWING FIELD VERIFICATION OF DIMENSIONS.
3. LAYOUT HEADER IN ACCORDANCE WITH PLAN DIMENSIONS. FIELD LOCATE NOZZLES AND ANCHORS USING ASSEMBLED
HEADER TO INSURE OFFSETS ARE INSTALLED AS THEY LAY. DO NOT PRE -DRILL ANCHORS BASED ON FABRICATED
DIMENSIONS.
4. DRILL AND INSTALL ALL THREADER ROD ANCHORS VERTICAL.
5. ALL NOZZLES ON A GIVEN HEADER TO BE INSTALLED WITHIN 1/2 INCH ELEVATION OF EACH OTHER. SUBMIT FINAL
ELEVATION MEASURED FROM TOP OF NOZZLE PLATE TO EMX DURING STARTUP (MIN. 3 NOZZLES PER HEADER ON
OPPOSITE ENDS).
6. ALL HEADER SUPPLY PIPES SHALL BE LEVEL OR SLOPING DOWN FROM THE VCP TO THE HEADERS.
7. ROUTE ALL HEADER SUPPLY PIPES BELOW THE NORMAL MINIMUM WATER SURFACE ELEVATION.
8. APPLY PIPE TAPE AND THREAD COMPOUND TO ALL THREADED PIPING CONNECTIONS.
9. DO NOT INTRODUCE CONSTRUCTION DEBRIS SUCH AS PIPE TAPE INTO THE COMPRESSED AIR PIPING SYSTEM.
10. FLUSH ALL COMPRESSED AIR PIPING BETWEEN COMPRESSOR AND VCP THOROUGHLY WITH AIR FOLLOWING
INSTALLATION.
11. FLUSH ALL HEADER SUPPLY PIPES AND HEADERS THOROUGHLY WITH AIR OR WATER PRIOR TO NOZZLE INSTALLATION.
12. MIXING SYSTEM SHALL BE FULLY INSTALLED AND STARTED UP PRIOR TO FILLING TANK WITH PROCESS LIQUID.
13. MIXING SYSTEM SHALL BE ON (ENABLED AND MIXING) PRIOR TO FILLING WITH PROCESS LIQUID AND REMAIN ON AS A
NORMAL OPERATING PROCEDURE. IT SHOULD BE DISABLED FOR ONLY SHORT DURATIONS FOR ROUTINE MAINTENANCE
OR WHEN TANK IS EMPTY.
14. IF OFF CYCLING IS TO OCCUR FOR MORE THAN 24 HOURS, REFER TO O&M MANUAL FOR OFF CYCLING OPERATION.
15. REFERENCE SCOPE AND P&ID FOR ENVIROMIX SCOPE OF SUPPLY.
16. INSTALLATION OF OFFSET STYLE DROP LEGS WILL BE THE SAME AS SHOWN FOR STRAIGHT DROP LEGS.
17. INSTALLATION OF CURVED HEADER TRUNKLINES WILL BE THE SAME AS SHOWN FOR STRAIGHT HEADER TRUNKLINES.
18. HEIGHT OF DROP LEG MAY RANGE FROM 6" TO 18". VERIFY DROP LEG LENGTH WITH HEADER DRAWINGS.
19. ALL HARDWARE TO BE 316SS UNLESS OTHERWISE NOTED.
z
0
U
cn
z
0
U
0
LL
0
W
U)
Q
W
J
W
0
z
i
J
z
0
U)
W
U)
O
CL
CL
\W
W
cr
cc
0
U-
I
0
z
Q
0
J
Q
z
t1_
DDICKSON
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
LVITITIN%Tin T11 11 mI 9,sl11m
NC LICENSE NO.F-0374
fill
.� o`�' •' S / 'oma
z: •• Q r
a SEAL Tr- :
045626 _
s Q•
sJ//lilt 1100
PROFESSIONAL SEAL i
G.26 OF 34
WKD PROD. NO.:
20170041.00. C L
PROJ. MGR.:
JWH
DESIGN BY:
_
RET
DRAWN BY:
W
F-
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
Z
F_
Z
o
gW
5
W
O
z
z
W
I—
_j
O
�z
J
O
W Q
z
Q Q=
W U
CL
X
HtL=
Q
Wfr
Q�
Lu
a W
UQ Z
H
W
Z
W
Lij
U)
O
0
a
Z
cc
0
m
p
O
W
z
J
m
6i
m
z
WF_
F-
I­_
w
LuZ
Q
O
cr
d
0
m
W
Q
0
if 110
G.26 OF 34
WKD PROD. NO.:
20170041.00. C L
PROJ. MGR.:
JWH
DESIGN BY:
_
RET
DRAWN BY:
W
F-
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
F_
Z
o
gW
5
W
z
z
W
I—
_j
U)
�z
J
O
W Q
z
Q Q=
W U
X
HtL=
Q
Wfr
Q�
Z
a W
UQ Z
H
W
Z
W
Lij
O
0
a
W
cc
0
m
0
W
z
J
m
6i
m
z
WF_
F-
I­_
LuZ
Q
O
cr
d
0
G.26 OF 34
WKD PROD. NO.:
20170041.00. C L
PROJ. MGR.:
JWH
DESIGN BY:
_
RET
DRAWN BY:
CH
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
G.26 OF 34
WKD PROD. NO.:
20170041.00. C L

i
cc
Om
Zaw
FUo
o J
zw
�05
z��
gym*
p=w
am
.a0
Oiw
F -o
wdz
f..UO
Z
oz
SUS
0
w3�
0
°w
$Z,
aS
ozZ
m¢ : -
wi
3
wso
ll�sgzd
It =Q'
Z
o
Zoz
w
oz�
fro
zwo
Y'�
U ooLL
069
Y�/1Q
QO,
rww
(so
21
LLEM
o 0
Uotfi
OR
NOTES:
1. PIPE SUPPORTS PLACED MAX. 10 -FEET APART AND AT ALL ROUTE BENDS.
2. UNISTRUT WILL BE CUT TO LENGTH IN THE FIELD.
3. MOUNTING HARDWARE PROVIDED BY MAUFACTURER UNLESS OTHERWISE STATED.
4. ALL HARDWARE TO BE 316SS.
PROPOSED PIPE CLAMP
MECHANICALLY JOINEI
PRESS PIPE AND FITTINGS
INJ4F.jIqU§J
TANK WALL
PIPE SUPPORT
MOUNTING DETAIL
SCALE: NTS
PROPOSED PIPE CLAMP
'ROPOSED PIPE SUPPORT, TYP.
PIPE SUPPORT AS PER
kPPROVED BY TANK MANUFACTURER)
ANICALLY JOINED
PRESS PIPE AND FITTINGS
PROPOSED 1" SCH40
LINEAR DROP LEG (31 TYP.)
z
O
F—
F-
U)
—
HU)
z
O
U
fr
O
LL
0
''..�^^.�
v!
Q
J
W
CC
F-
0
z
I
J
z
O
U)
W
U)
O
CL
It
D
W_
W
cr
M
O
LL
I
f
V
z
Q
J
Q
z
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
7
:2 SEAL r';
045626
� G FG rGQ'�i a
i
��� 1 Iitlroe�
PROFESSIONAL SEAL
m
Q z
it O
O a
Cr
0
Z p
O
W
w
0
IIIIIIIIz
� J
� W
Cn p
z W
W p
W W
0 _
Q Q '
Z Z
Z
J W
W O W ir
QQw0U U)
p~ W W
W 2 0
W Ill Q� O Q X
n" oC U Z Z
w ~
w 0
z
p p
O
m =
W W
Z 0
W m w p
W F- J
z P vi
U Z
W
O
t1 p
PROD. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.27 OF 34
WKD PROJ. NO.:
20170041.00.CL
PROPOSED 2" SCH5 HEADER SUPPLY PIPES (4 TYP)
SUPPORT PIPES EVERY 10' MAX.
(INTERIOR AND EXTERIOR OF TANK)
io
Q
00
N
N
�>
PROPOSED PIPE SUPPORT, TYP.
(PIPE SUPPORT AS PER
APPROVED BY TANK MANUFACTURER)
PROPOSED NOZZLE HEADER
PROPOSED 1" SCH40
LINEAR DROP LEG (31 TYP.)
z
O
F—
F-
U)
—
HU)
z
O
U
fr
O
LL
0
''..�^^.�
v!
Q
J
W
CC
F-
0
z
I
J
z
O
U)
W
U)
O
CL
It
D
W_
W
cr
M
O
LL
I
f
V
z
Q
J
Q
z
DICKSON
community infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
7
:2 SEAL r';
045626
� G FG rGQ'�i a
i
��� 1 Iitlroe�
PROFESSIONAL SEAL
m
Q z
it O
O a
Cr
0
Z p
O
W
w
0
IIIIIIIIz
� J
� W
Cn p
z W
W p
W W
0 _
Q Q '
Z Z
Z
J W
W O W ir
QQw0U U)
p~ W W
W 2 0
W Ill Q� O Q X
n" oC U Z Z
w ~
w 0
z
p p
O
m =
W W
Z 0
W m w p
W F- J
z P vi
U Z
W
O
t1 p
PROD. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.27 OF 34
WKD PROJ. NO.:
20170041.00.CL

i
ow
w
pOa
FOO
aJv
clz19
19
oz,
d
�w�
�mg
b=w
.o'
ya0
w
o1W
.2
oz
z`do
ozZ
w
FU=0
Oy�w�
�LLy
0
ZWa
�U¢
o.6
oowz
aCN
¢3z
x
W�
S a
Z
�M
zoz
=
z=w
3g
'ozo
zWo
07�
Joh
No
Q
3 F 2
do 'm
�l
orzii no
U�LL
1/2"x3" NUT, BOLT
AND WASHEF
STRUT CHANNEL
POST BASE
1-5/8" STRUT CHANNEL,
LENGTH VARIES
VIBRATION PROOF PIPE
CLAMP, QTY MAY VARY
E -
c/)
Z)
J
J =Q J
Q<YWU)
S
W
(L
OW=(-
UU)=-i
�U)UQ- of
OV
U
INSTALL MIN. OF 2 ADHESIVE ANCHORS PER
BASE SUPPORT WITH 2" EMBEDMENT. SHALL BE
3/8" THREADED RODS. EPDXY ADHESIVE TO BE USED.
DETAIL A: VERTICAL PIPE SUPPORT
SCALE: NTS
ANGLE BRACKET
SCALE: NTS
3/ 8" OVERSIZED FLAT WASHER,
LOCK WASHER AND NUT
UNISTRUT PIPE CLAMP
SCALE: NTS
1-5
%/I E)A"nKi oonnc DIMM
POST BASE
FRONT VIEW
CHANNEL,
.IES
S11
3/ 8" OVERSIZED FLAT WASHER,
LOCK WASHER AND NUT
DETAIL B: HORIZONTAL PIPE SUPPORT
SCALE: NTS
NOTES:
1. FOR SLOPED FLOOR INSTALLATION, LEVEL POST BASE WITH NUT.
2. ALL HARDWARE TO BE 316SS.
UNISTRUT BASE SUPPORT
SCALE: NTS
1/2"x3" NUT, BOLT,
AND WASHER
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
O ti''•(7
SEAL
045626
GIN
PROFESSIONAL SEAL
m
p z
O
F=
O rr
U)
O
U)
W
w
IIIIIIIIZ
H
W IZ
U)
Z Z
W Q
� J
W Q
W
Q J �
O W Q W
j la— = Lu W U Cn
� J cr U)
Ir
UJ LL 0
I= = I— Z Z
CL Z X
W
Y
W Q
W I—
Z
m o
W 0
m J W
z 1= o
U Z J
W U)
O Q
Ir
a �
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROD. DATE: SEPT 2018
DRAWING NUMBER:
G.28 OF 34
WKD PROJ. NO.:
20170041.00.CL

cc
ON
Zaw
O0o
E00
o
zW
O=)
ZOO
oSW
.0,
it
�LLO
w
ozw
F -o
ON
'1ZO
ZZ
U
Q0..
W y �
_a
U
m3�
�LLN
Doo
zz<
oww
z,
SO
ozz
w W 65
LLCN
W Q
¢�Z
0
w=Cz
W S SWim.
(.9LLO
Z&
�H
ZOZ
_ W
0Z= U
U -
ZWi;
y2=
VULL
pa OO
YQ
g
©oQi
0
c z
oma.
0�io',
UDLL
PROPOSED SLUDGE
HOLDING TANK,
SEE SHT. G.24 & G.25 DICKSON
communi infrastructure consultants
DRIVE616 COLONNADE
14' PROPOSED 18'-0"x14'-0" CHARLOTTE, NC 8205
METAL SHED (t)[phone]
(f) [phone]
PROPOSED PUMP
CONTROL PANEL PROPOSED 72"x80" WWW.WKDICKSON.COM
DOUBLE HUNG DOORS
NC LICENSE NO.F-0374
PROPOSED
PROPOSED VALVE COMPRESSOR UNIT
CONTROL PANEL I �/
��`` �' • ' ��®moi
4 SEAL
3 3 _ 04568
1 PROFESSIONAL SEAL
1
5 MPN 5 MPN I I I I I I I m
C.0 FF ELEV. 521.75±
PROPOSED TRANSITION TO 4"0 PVC (SDR 21) FORCEMAIN,
PROPOSED 4" FLARE I I SEE SHT. G.5 FOR CONTINUATION
I—I 6
_--- _
\ III ----------- III1�1111
PROPOSED SLUDGE HOLDING TANK, TRANSFER PUMP STATION - SECTION VIEW
7
SEE SHT. G.24 & G.25 �0
SCALE: 1/2"=l' -O"
0 0
PIPE, FITTINGS AND VALVES SCHEDULE
PROPOSED HORIZONTAL PIPE SUPPORT co
PROPOSED 18'-0"x14'-0" w
SEE DETAIL B, SHEET G.28 METAL SHED zz o
PROPOSED HORIZONTAL >
PIPE SUPPORT aWC
SEE DETAIL B, SHEET G.28 °
z
o U
PROPOSED Co
VALVE CONTROL PROPOSED rr
PROPOSED 2" SCH5 PANEL COMPRESSOR UNIT LLJ~
HEADER SUPPLY PIPES
z o
O
PROPOSED PUMP
CONTROL PANEL V ( z
PROPOSED PUMP SKIDcc
O
2'-8" LL..
a
0
WN
N t/
W < W
PROPOSED 72"x80" J }
DOUBLE
1 HUNG DOORS `° W
PU P No. 1 PUMP o. 2 W
F- Z
2 � �
I---
W
Q
8 z z Z U)
Z
3 z a
g 2 cn w °C
m
Q Q W 0 Q'
3 4 O J cr O P W
a W=� z z
i.lJ
C W U Z m
W
W� � 0 LW'3
® W
Fil 1 Q
U 7 W
0
8 5 3 4' �� `O � ® c%
m
W A Q oC
III SOW
1 -------- -- z
W m w
G
Z N N w Z � H
3 5 9 1 6 uJ U Z
0 Q
� o
a
O
o / u—
m
PROD. MGR.: JWH
4" 10'-7" 3'-5" 4" DESIGN BY: RET
z DRAWN BY: CH
PROJ. DATE: SEPT 2018
W 36"x80" SINGLE DRAWING NUMBER:
U
0
HUN DOOR cr-
G.29 OF 34
TRANSFER PUMP STATION - PLAN VIEW
Q SCALE: 1/2"=1'-0" Q WKD PROJ. NO.:
z 20170041.00. C L
a
a LL
a
J
LL
1Q
4" 90° BEND (FLANGED}
�2
4" 45° BEND (FLANGED)
03
4" PLUG VALVE
®
4" CHECK VALVE
❑5
4"x4"x4" TEE (FLANGED)
©
4" 90° BEND (MJ)
�7
4" 22-1/2° BEND (MJ)
®
4"Q1 SUCTION PIPE
Q
4"QJ DISCHARGE PIPE

I
cc
Oy
Z
-n-
25 J °
0z'w
°m
zoo
'fHgym,
o=W
o¢m
Na0
F N w
W
O 2 W
F -o
zoZ
z
~`d Oo
o oz m
=UQ
Oyj
t/Wj3W
O
LL N
zwa
0
7UQ
a z z
o W O
WE
¢3z
W5o
=
W0
W =
¢-'m
(5
z¢
LL0 Q
zoo
�W
0Z0
ZWO
N O
tl00LL
pnq
zQ
YN
3F
®o5
0
tea,
�qm
U o0
LL
B
COMPRESSOR AND
MOTOR COOLING
AIR INLET
COMPRESSOR
AIR INLET
i
OIL LEVEL
INDICATOR
FILTERED AIR OUTLET
(DD/DD+PD OPTION)
A
7
---------- - - .. _ .. -- - r
c
V
l�
o
COMPRESSOR AND
MOTOR COOLING
AIR OUTLET
COOLING AIR INLET
(VSD UNITS ONLY)
i
i
VALVE
ROTATION
3'
Ja
i
DRYER SERVICE
PANEL
O 500 (0600)
ELECTRICAL CABLE
ENTRY
9
ar
�x
e
W
v'
L`
I
4
ONLY FOR OPTION
DD/DD+PD FILTER
W
.
I
U
0
o
m
a
4
LL
COMPRESSOR AND
MOTOR COOLING
AIR INLET
COMPRESSOR
AIR INLET
i
OIL LEVEL
INDICATOR
FILTERED AIR OUTLET
(DD/DD+PD OPTION)
A
7
---------- - - .. _ .. -- - r
c
V
l�
o
COMPRESSOR AND
MOTOR COOLING
AIR OUTLET
COOLING AIR INLET
(VSD UNITS ONLY)
i
i
VALVE
ROTATION
3'
Ja
i
DRYER SERVICE
PANEL
O 500 (0600)
ELECTRICAL CABLE
ENTRY
9
ar
�x
e
L`
I
4
ONLY FOR OPTION
DD/DD+PD FILTER
FILTERED AIR OUTLET
G 3/4 FEMALE
AIR RECEIVER
MANUAL DRAIN G 3/8" FEMALE
(ADAPTOR FEMALE 3/8-18NPT FOR 60HZ)
COMPRESSOR MANUAL DRAIN G1/4" —�
COMPRESSOR AUTOMATIC DRAIN G1/4
DETAIL A
SCALE: NTS
FOR GA5-GA7
DRYER AIR
- INLET
15
•
NOTE:
CENTER OF GRAVITY
Ri
z
0_
F—
F-
U)
—
F-
U)
z
O
U
0
LL
W
U)
Q
J
W
cr0
z
0
J
z
0
U)
''W^^
vl
0/�
CL
cc
D
W
W
cr-
cc
0
u-
0
crQ
J
Q
z
LL
DICKSON
communitv infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
a SEAL 'r-
04562:6
PROFESSIONAL SEAL
m
O z
O
O d
W0
� CO
Z p
O
W
W
Q
0
illlllllZ
W
H
U)
F -
z
W
W -J
m
z Z W
o
J
�0 zo Q
W
jF-3: O
F- U__ C/)
cc n Ill
W < u- 0 n.
a W U Z
z O
U
W 0
z
W X
m
W
z
W m J
� W �
Z F-
F -
—U Z
O Q
CE D
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROJ. DATE: SEPT 2018
DRAWING NUMBER:
G.30 OF 34
WKD PROJ. NO.:
20170041.00. C L

It
ow
N w uj
o19
oO
FUO
z5 J U
w
WWo
Dm�
o=W
ox
.LLo
� N2
O z w
-o
Z
9
z
wO
t2"so0
8 o m
Y J
Q
LL Ei X.:OX8
w3
�ozo�
°W4
r 00
S n
00
-Z
33
W=¢
0
U zz
jr
0�
G a D
Z
�o�
zOZ
-� w
oz-,
O
ZWOo
Up0p0LL
14 �2Q
3�z
©occ
N
0
3zw
O,Z..
awp
ow
OnE
NOTES:
1. EQUIPMENT AND PIPING PROVIDED BY ENVIROMIX (EMX) ARE NOTED AS SUCH. ALL OTHER ITEMS BY
OTHERS.
2. COMPRESSOR PACKAGE SHALL BE LOCATED INDOORS OR IN CONDITIONED ENCLOSURES, OUTDOOR
INSTALL ACCEPTABLE UNDER CANOPY PROTECTED FROM DIRECT SUNLIGHT AND BLOWING RAIN PROVIDED
AMBIENT TEMPERATURES WITHIN COMPRESSIOR OPERATING LIMITS.
3. DISCONNECTS ARE NOT PROVIDED WITH COMPRESSOR. RECOMMEND EXTERNAL FUSE -PROTECTED
DISCONNECTS FOR EACH COMPRESSOR.
4. ROUTE ALL HEADER SUPPLY PIPES BELOW THE NORMAL MINIMUM WATER SURFACE ELEVATION.
5. AERIAL PIPING IS RECOMMENDED. ALL AERIAL RUNS SHALL SLOPE DOWN 0.5% MINIMUM IN THE DIRECTION
OF FLOW. THE RECEIVERS AND VCP(S) SHALL BE THE LOW POINTS OF THE AERIAL SUPPLY PIPING SYSTEM.
SLOPE BURIED PIPEDOWN IN DIRECTION OF FLOW 0.5% MINIMUM TO A LOW SPOT PRIOR TO RISING ABOVE
GRADE.
6. PROVIDE CONDENSATE BLOW -OFF AT LOW POINTS IN THE PIPING SYSTEM (WHEN LOW POINT IS NOT
LOCATED AT A RECEIVER OR VCP).
7. RECOMMEND ELEVATING EACH STANDALONE RECEIVER APPROX. 6"-8" TO ACCOMMODATE CONDENSATE
DRAIN PIPING AND VALVES.
8. HEAT TRACE AND INSULATE ALL CONDENSATE DRAINS WHEN SUBJECT TO FREEZING TEMPERATURES.
9. PIPE DIAMETERS ESTIMATED BASED ON GENERAL ARRANGEMENT. PIPE DIAMETERS SHOULD BE CONFIRMED
FOLLOWING FNAL PIPE ARRANGEMENT.
10. PIPING UPSTREAM OF ALL VCPS SHALL BE STAINLESS STEEL OR OTHER CORROSION RESISTANT MATERIAL.
IF PIPING IS NOT STAINLESS STEEL CONSULT ENVIROMIX.
11. ALL CONDUCTORS (C) 24VDC UNLESS NOTED OTHERWISE.
12. VPN CONNECTION THROUGH PCN OR SEPARATE LOCAL INTERNET ACCESS FOR REMOTE STARTUP AND
PRODUCT SUPPORT.
13. ROUTE DRAIN TUBING INDEPENDENTLY FROM EACH COMPRESSOR PACKAGE. TUBING FITTING SEALS SHALL
BE VITON OR OTHER COMPATIBLE MATERIAL.
AIR COMPRESSOR NO. 1 W/INTEGRAL
COOLER, SEPARATOR, DRYER, AND
FILTER (BY EMX)
EQUIPMENT
COMPRESSOR N
QTY
1
i
HORSEPOWER / WATTS
10 HP
Y
POWER SUPPLY
(VOLTAGE / PHASE)
460/3
MCP
VP
CA
DR
PCS
PI
EMX
FC
RG
4VM
FO
VAC
O/C
HT
HTR
RIO
FC
VFD
PTC
MOD
ISB
ABBREVIATIONS LEGEND
MASTER CONTROL PANEL HT HEAT TRACING Da
BALL VALVE
VALVE PANEL P PRESS FITTING
a REDUCER/BUSHING
COMPRESSED AIR TSP TWISTED SHIELDED PAIR
DRAIN TST TWISTED SHIELDED TRIAD 8 ROLL GROOVED COUPLING
PLANT CONTROL SYSTEM TR INSTRUMENT TRANSMITTER III UNION
PRESSURE INDICATION PR INSTRUMENT PROBE
COUPLING (NPT X P)
ENVIROMIX CAT CAT5/6 CABLE W/ RJ45 PLUG
FIELD CABLE DO DISSOLVED OXYGEN I DRAIN
ROLL GROOVED ORP OXIDATION REDUCTION POTENTIAL
BUTTERFLY VALVE
FOUR VALVE MANIFOLD PA PROCESS AIR
FIBER OPTIC DPI DIFFERENTIAL PRESSURE GAUGE
FLEXIBLE CONNECTOR
VOLTS; ALTERNATING CURRENT TSH HIGH TEMPERATURE SWITCH
OPEN / CLOSE F CONDUCTORS FURNISHED WITH EQMT
HEAT TRACING PO POWER
FUSED DISCONNECT
HEATER PCN PLANT CONTROL NETWORK
REMOTE INPUT/OUTPUT HMI HUMAN MACHINE INTERFACE
FIELD CABLE C CONDUCTORS (DISCRETE) J JUNCTION BOX
VARIABLE FREQUENCY DRIVE PLC PROGRAMMABLE LOGIC CONTROLLER
POSITIVE TEMP COEFF THERMISTER LE LEVEL BY OTHERS
MODULATE VFDC (VFD SHEILDED) CABLES BY EMX
INTRINSICALLY SAFE BARRIER UNO UNLESS NOTED OTHERWISE
CAN CANBUS NETWORK CABLE
Z
O
1 D
D'DICKSON
0
tY
O
W
Ir
Z
O
w
cc
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.F-0374
Q SEAL :7
045626 =
/ I I1d
PROFESSIONAL SEAL_____,,,
m
Z
O
U
W
0
EMX-VCP-1 (4VM; ---------- ------ U ( I ( ( I °z
A
TYPICAL OF 4 (BY EMX)
i
CL
2" HEADER SUPPLY
PIPE W
HEADER W
NOZZLE (NO.
VARIES; TYP)
j
0
a.
z
x
75
i
PROJ. MGR.: JWH
2
_
RET
DRAWN BY:
W
I-
PROD. DATE:
SEPT 2018
U)
}
OF 34
fA
H
Z
W
W
0
Q
Q
Z
Z
Z
O
w
<<Wwo
0 1_' F-
U- -r
W < u-
cr 0- W U
aC
Z
Z
W
0
W
W
C'3
0
m
W
Z
W
Q
m
W
Z
U
W
O
Cc
IL
0
a.
z
x
75
i
PROJ. MGR.: JWH
DESIGN BY:
_
RET
DRAWN BY:
CH
PROD. DATE:
SEPT 2018
DRAWING NUMBER:
G.31
OF 34
WKD PROJ. NO.:
20170041.00. C L

ow
Hwy
poa
FUO
� J �
W
O 2
Zdp
oxw
.mo
on .mo
W
oZW
-o
ozo
U
z
SNm
011
w3
�LLc,
0
z w Q
D U 2
¢zz
W�
¢3z
o�39
w 0.0
W 2 Q
W�
oao
z�
joa
w�
zz
�w
g
oZ=
z wz
_x
U0LL
0p0
Y _ Q
3Fz
7
©o0
w
�z
z
�qo
[000
I -
z
w
D
w
m
m
w
14" DIAMETER
NO. 3 REBAR
NOTES: / \
A
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
CRUSHED ROCK, PEA GRAVEL COARSE AGGREGATE
a
a
D
MIN
MIN
PLUG
SOIL
ROCK
27" & SMALLER
6"
6"
14" DIAMETER
NO. 3 REBAR
NOTES: / \
A
1. GRANULAR EMBEDMENT MATERIAL SHALL BE
CRUSHED ROCK, PEA GRAVEL COARSE AGGREGATE
0.11 - W/ wN
LEGEND
Bc OUTSIDE DIAMETER OF PIPE
H COVER ABOVE TOP OF PIPE
D NOMINAL PIPE SIZE
a EMBEDMENT BELOW PIPE (SEE TABLE)
HAND PLACED EMBEDMENT
90' BEND
45' BEND
SIZE NUMBER 57. EMBEDMENT MATERIAL SHALL BE
11-1/4' BEND
TEE
PLUG
PLACED IN LAYERS NOT MORE THAN 6" DEEP AND
A
B
A
COMPACTED AS SPECIFIED.
GRANULAR EMBEDMENT
REINFORCING STEEL
2.
rn
WHEN REQUIRED
�
HAND PLACED EMBEDMENT SHALL BE COMPACTED
z�w
1 1 /4 Bc
o
FINELY DIVIDED MATERIAL FREE FROM DEBRIS AND
OD
13
a z
3. STONES.
z
Bc+ 8" MIN
z n
14pp
---
6 11
\
EMBEDMENT ABOVE THE TOP OF THE PIPE SHALL BE
12"
10"
13"
`. AN UNCOMPACTED LAYER FOR ALL INSTALLATIONS.
10"
7"
10"
REFER TO SPECIFICATIONS FOR GEOTECHNICAL
m
p
�i

om
WE
'00
3 Ji
zW
�o¢
woo
5m�
om,
a,
Nao0
w
ozW
-o
oN
ZZo
�,
0.0 Wm
=V�
~ O =
LL
Oi�
W3
j LL y
0
z 'z
z
m
azzozz
It
0G�
W5�
0
mea
CCW
f29
xa0
Z�2
rr oa
zooZ
xW
oz�
U
ZWo
O
lm�
UoLL
pp0
Y S2 Q
3=z
�cq
©0,
No
moo,
��m
0
000 FE
NOTE:
1, IF PATCH EXCEEDS 30' IN LENGTH EXPANSION JOINTS TO MATCH EXISTING OR
AT 30' INTERVALS, WHICHEVER IS LESS (JOINT SEALER-N.C.D.O.T. NO. 920.2)
2. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS.
I3111t3oweli
VARIES
BROKEN BROKEN EDGES WILL BE
SAWED WITH A CONCRETE SAW TO
A NEAT LINE AND BROOMED CLEAN
BEFORE PLACING PATCH. PATCH
TO FIRST EXISTING WILL MATCH EXISTING PAVEMENT
CONTROL JOINT ( NOTE: SAW TO A DEPTH OF 2.5"
TO ENSURE THAT UNDER -BREAKAGE
DOES NOT OCCUR.
NEW CONCRETE COURSE CONSISTING OF
MIX TYPE
MINIMUM % OF Gmm
SUPER PAVE MIXES
A MINIMUM OF 8" 4000 PSI CONCRETE
S 4.75A
85.0(a,b)
j
90.0
S 9.5X, S 12.5X, 119.0X,
B 25.0X, B 37.5X
92.0
-
6' LIFTS OF COMPACTED SOIL.
BASE COURSE CONSISTS OF A MINIMUM
. . _ ". .
. . . __.. . .
IF EXCAVATED MATERIAL IS TO WET
OF THREE 4" LIFTS OF C.A.D.C. COMPACTED
-
OR UNSUITABLE. A PROPER FILL MATERIAL
6" LIFTS OF COMPACTED SOIL.
WILL BE SUBSTITUTED. FILL MATERIAL
BASE COURSE CONSISTS OF A MINIMUM-
- - - -
- - - - - _ -
WILL BE PLACED IN 6" LIFTS AT
OF TWO 4" LIFTS OF CABG. COMPACTED
WILL BE SUBSTITUTED. FILL MATERIAL
OPTIMUM MOISTURE AND COMPACTED
100% STANDAERD PROCTOR
-
95% STANDARD PROCTER
`
i
• • •{ I-
- -_
.............. ............
, {
USE APPROPRIATE BEDDING FOR
TYPE OF PIPE BEING INSTALLED
17 11
hR1 10 1 :a% � • � •
EXIST. PAVEMENT 2" OF IS9.58
oc = 4" OF 119.08
:XIST.BASE COURS
EXIST.PAVEMENT
TACK WITH CRS -1 OR CRS -2. PATCH
WILL MATCH EXISTING PAVEMENT
MINIMUM DENSITY REQUIREMENTS
MIX TYPE
MINIMUM % OF Gmm
SUPER PAVE MIXES
MINIMUM SPECIFIC GRAVITY
S 4.75A
85.0(a,b)
SF 9.5A
90.0
S 9.5X, S 12.5X, 119.0X,
B 25.0X, B 37.5X
92.0
-►j 1'-0"I-- -j 1 -0
NOTE:
1. EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, DRY
BROOMED CLEAN OF DUST BEFORE TACK COATIS APPLIED.
2. EDGES AND OVERLAY AREAS AND OVERLAY AREAS TO BE TACKED WITH RC OR AE -1 SPECIAL TACK.
3. 6" LIFTS OR SUITABLE SOIL OR ABC AT OPTIMUM MOISTURE COMPACTED
95% STANDARD PROCTOR , ALL WET OR UNSUITABLE MATERIAL TO BE
REMOVED FROM SITE PRIOR TO BACKFILL.
4. N.C.D.O.T. APPROVED PATCH DETAIL
5. PATCH MUST BE SQUARE OR RECTANGULAR.
6. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS.
NOTE:
1. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS.
EXIST. PAVEMENT
�UUo0vU�UvUUL
0 8" CABC COMPACTED
EXIST. BASE COURSE�O 00 TO 100% A.A.S.H.T.O. T99
(THICKNESS VARIES) �O 4" LIFTS
WEARING COURSE CONSIST OF A
MINIMUM OF 2" SURFACE COURSE
TYPE SF 9.5A OR S9.513 COMPACTED
92% PER N.C.D.O.T. STANDARD
SPECIFICATION, TABLE 610-4.
TACK WITH CRS -1 OR CRS -2. PATCH
WILL MATCH EXISTING PAVEMENT
= EXIST. PAVEMENT
EXIST. BASE COURSE
(THICKNESS VARIES)
N.C.D.O.T. STANDARD
SPECIFICATION TABLE 610-4
MINIMUM DENSITY REQUIREMENTS
MIX TYPE
MINIMUM % OF Gmm
SUPER PAVE MIXES
MINIMUM SPECIFIC GRAVITY
S 4.75A
85.0(a,b)
SF 9.5A
90.0
S 9.5X, S 12.5X, 119.0X,
B 25.0X, B 37.5X
92.0
NOTE:
1. USE SUITABLE MATERIAL REMOVED DURING TRENCH EXCAVATION FOR BACKFILL
UNLESS DIRECTED OTHERWISE BY ENGINEER.
2. ALL O.S.H.A. REQUIREMENTS SHALL BE ADHERED TO FOR TRENCHING OPERATIONS.
EXISTING C.A.B.C.EXISTING
C.A.B.C.
(THICKNESS VARIES)
(THICKNESS VARIES)
mum
BASE COURSE CONSISTS OF A MINIMUM
:::::.:::.:::::........
OF THREE 4" LIFTS OF C.A.D.C. COMPACTED
100% A.A.S.H.T.O. T99.
6" LIFTS OF COMPACTED SOIL.
IF EXCAVATED MATERIAL IS TOO WET
,t OR UNSUITABLE. A PROPER FILL MATERIAL
WILL BE SUBSTITUTED. FILL MATERIAL
WILL BE PLACED IN 6" LIFTS AT
OPTIMUM MOISTURE AND COMPACTED
`
95% A.A.S.H.T.O. T99.
.............. ............
USE APPROPRIATE BEDDING FOR
TYPE OF PIPE BEING INSTALLED
GRAVEL SURFACE REPAIR
AND BEDDING
z
O
F-
U
H
U)
z
O
U
cc
O
U-
0
W
U)
Q
W
J
�W�y�+
LL
F_
O
z
J
z
O
U) V )
W
U)
O^
I.L.
D/�
LL
W
W
O
LL
I
0
z
Q
0
J
Q
Z_
U-
D 'DI CKSON
Communit infrastructure consultants
616 COLONNADE DRIVE
CHARLOTTE, NC 28205
(t) [phone]
(f) [phone]
WWW.WKDICKSON.COM
NC LICENSE NO.117-0374
�� o�•FEss o'er,
_ SEAL r
045626
PROFESSIONAL SEAL
1111111ca
Z
O
0 cr
CL
IY C/)
Z p
O
w
W
Q
0
IIIIIIIIZ
w
F-
F -
Z
W
W
Q Q J
Zo W
O z o 0
�F- 0Q oC
� _jccr) W
(nm O �C IY
LL
W U Z W
z
W >
W n
0
IE
m
W
S` m LijJ
Q W F_
Z
U Z
W
O Q
a o
PROJ. MGR.: JWH
DESIGN BY: RET
DRAWN BY: CH
PROD. DATE: SEPT 2018
DRAWING NUMBER:
D.2 O 34_
WKD PROJ. NO.:
20170041.00.CL

ON
Znw
0�
E,-8
�00
r
zoo
.�
5m*
ox,
om
ya0
y
W
ozW
-o
oN
zO°z
z
WOj
LL
011,8
w3
�o�
°Wa
N
j0Z
az
¢3z
wTO0
w=zd
W�=
oeFF,
0a�
0
zI
XaI
4°<2
WK
DICKSON
communitV infrastructure consultants
616 COLONNADE DRIVE
SLOPES FLATTER THAN 4:1
PERMANENT SEEDING — GRASS—LINED CHANNELS
CHARLOTTE NC28205
334-5348
(t)(704) 704)3
TEMPORARY SEEDING — LATE WINTER/EARLY SPRING
Seeding Mixture
(f)[phone]
Species Rate (Ib/acre)
WWW.WKDICKSON.COM
Seeding Mixture
Tall fescue 175-200 (3 Ib/1000 sq. ft.)
Species Rate (Ib/acre)
Kentucky bluegrass 20 (1 Ib/1000 sq. ft.)
NC LICENSE NO.F-0374
Nurse plants
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
Between May 1 and Aug. 15, add 10 Ib/acre German millet or 15 Ib/acre
and Coastal Plain, Korean in Mountains)
Sudangrass. Prior to May 1 or after Aug. 15, add 40 Ib/acre rye (grain).
Seeding dates
�,�` Ate
Omit annual lespedeza when duration of temporary cover is not to extend
Best Possible
beyond June.
Below 2500 ft: Aug. 15—Sept. 1 July 25—Sept. 15
p
Mar. 1—Apr. 1 Mar. 1 -May 10
-- • a SEAL —_
Seeding dates
Above 2500 ft: July 25—Aug. 15 July 15—Aug. 30
Mar. 20—Apr. 20 Mar. 5—May 15
= 045626 —
Mountains — Above 2500 ft: Feb. 15—May 15
Soil amendments
i
Below 2500 ft: Feb. 1—May 1
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground
'.
Piedmont — Jan. 1—May 1
Coastal Plain — Dec.1—Apr. 15
agricultural limestone and 1,200 Ib/acre 10-10-10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
PROFESSIONAL SEAL
Soil amendments
bottom of channels and ditches. The lining should extend above the highest
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural
calculated depth of flow. On channel side slopes above this height, and in
limestone and 750 Ib/acre 10-10-10 fertilizer.
drainages not requiring temporary linings, apply 4,000 Ib/acre grain straw and
anchor straw by stapling netting over the top.
I I I I m
Mulch and anchoring materials must not be allowed to wash downslope where
Mulch
they can clog drainage devices.
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting or a
Maintenance
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 Ib/acre 10-10-10 fertilizer (3 Ib/1000 sq. ft.). Mow
regularly to a height of 2-4 inches.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im—
mediately following erosion or other damage.
PERMANENT SEEDING SCHEDULE -MIXTURE #1 M
Seeding Mixture
z
Species Rate (lb/acre)
O a
TEMPORARY SEEDING SCHEDULE — SUMMER
Tall fescue 100
1
Sericea lespedeza 20Z
o
Seeding mixture
Korean lespedeza 10
O_
Species Rate (Ib/acre)
Redtop 5
a7
Kentucky bluegrass 5
w
German millet 40
Seeding note
cc
In the Piedmont and Mountains, a small—stemmed Sudangrass may be
After Aug. 1, use unscarified seed for sericea lespedeza.
substituted at a rate of 50 Ib/acre.
Z
Nurse plants
0
Seeding dates
Between May 1 and Aug. 15 add 10 Ib/acre German millet or 15 Ib/acre
Mountains — May 15—Aug. 15
Sudangrass. Prior to May 1 or after Aug. 15, add 40 Ib/acre rye (grain). It
V
Piedmont — May 1—Aug. 15
may be beneficial to plant the grasses in late summer and overseed the
D
Coastal Plain — Apr. 15—Aug. 15
lespedezas in March.
Seeding dates
Soil amendments
Best Possible
w
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
Below 2500 ft: Aug. 15—Sept. 1 July 25—Sept. 15
Z
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
Mar. 1—Apr. 1 Mar. 1—May 10
O
Above 2500 ft: July 25 -Aug. 15 July 15—Aug. 30
V
I I 1 1 1 10
Mulch
Mar. 20—Apr. 20 Mar. 5—May 15
Q[
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
Complete seeding earlier in the fall, and start later in spring on north and
O
netting or a mulch anchoring tool. A disk with blades set nearly
east facing slopes.
LL
straight can be used as an anchoring tool.
Soil amendments
Maintenance
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground
W
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
agricultural limestone and 1,000 Ib/acre 5-10-10 fertilizer.
Q
W
immediately following erosion or other damage.
~
a
Mulch
J
3
Apply 4,000-5,000 Ib/acre grain straw or equivalent cover of another suitable
W
9
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
cc
Z O
o
Netting is the preferred anchoring method on steep slopes.
W
N, o
TEMPORARY SEEDING SCHEDULE - FALL
Maintenance
®
^^ W 'W
W'
VJ
n
Mow no more than once a year. Refertilize in the second year unless growth
Z
Q Q
Z Z
is fully adequate. Reseed, fertilize and mulch damaged areas immediately.
< Z _JZ
0
J
O Z cc v3
Seeding mixture
J WW Q
W U
r
Species Rate (Ib/acre)
1. GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS
z
I_ = O
UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, A
O
O I—
Rye (grain) 120
GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
W Q o O
PLANTED OR PROVIDED PER THE GROUND COVER SCHEDULE SHOWN
(%)
pc = Z ac
Seeding dates
ON THIS SHEET.
W
n- cc V Z Z
OU
W
Mountains — Aug. 15—Dec. 15
2. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE
O
W
o
o
—
Coastal Plain and Piedmont Aug. 15—Dec. 30
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING,
Z
W O
WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR
0
a
Soil amendments
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR
p
Follow soil tests or apply 2,000 Ib/acre ground agricultural lime—
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
cc w
a
stone and 1,000 Ib/acre 10-10-10 fertilizer.
W
Z
GROUND COVER SCHEDULE
W
w m
W
o
Mulch
z
o'
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
SITE AREA DESCRIPTION STABILIZATION TIME FRAME STABILIZATION TIME FRAME EXCEPTIONS
W
U
U Z
straight can be used as a mulch anchoring tool.
PERIMETER DIKES, 7 DAYS NONE
w
n
SWALES, DITCHES AND SLOPES
0
a
g
Maintenance
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
a 0
o
Repair and refertilize damaged areas immediately. Topdress with
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
50 Ib/acre of nitrogen in March. If it is necessary to extend
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
s
temporary cover beyond June 15, overseed with 50 Ib/acre Kobe
7 DAYS FOR SLOPES GREATER
PROD. MGR.: JWH
DESIGN BY: RET
m
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
SLOPES 3:1 OR FLATTER 14 DAYS THAN 50 FEET IN LENGTH
DRAWN BY: CH
late February or early March.
ALL OTHER AREAS WITH NONE (EXCEPT FOR PERIMETERS
z
14 DAYS
PROD. DATE: SEPT 2018
DRAWING NUMBER:
1. PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE
Q
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS
D.3 O 34
o
SHORTER, DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE
Q
W
PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
J
WKD PROD. NO.:
SUFFICIENT TO RESTRAIN EROSION.
Q
a
J
Z
201 / OOT I.00. V L
F
a
LL
LLw
SLOPES FLATTER THAN 4:1
AND HWQ ZONES)