SW3220305_Plansheet C-000-100-5 - Existing Conditions_Survey_20220325

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ASH DISPOSAL SITE NO. 1
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/(� LYSIMETER �/® BOR A-1
r�� ( / �_���\ \ / LOCATION#1
FUTURE ASH DISPOSAL SITE NO. 2 > \\ - _ _ _ %_ ��\ \ ( N:578536.55
E:1540566.70
® BORE A
/ �� � 1 %'' "/'�''/ = � 11 \ I\\ \III ►1 I II I ` l � � I I ( 1 � � 1 \�� � �.
PIEZOMETER \
I I I \ \ LOCATION#2 \ i
BORE 3 / / / dRL N:578345.29 �\
S2p.
-r���� ( E:1541201.73\2s
\ \ \ \ _ �� // , r _ III I I I >IBORE B-18
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\ \ \ \\ ell \o\\I\ \\� \ \\\ \ �/ /� E:1540549.80 I I I I I I / r l
\ BORE B-17 535
\\ \ \\ ` I I ( BO(RE A-5 i I I I / / / / �
LYSIMETER
LOCATION #2
o \ I \ \ \\ I I \ N:578179 94 �( %
I 1 \
5 6
GENERAL NOTES:
1. SEE DRAWING C-000-001 FOR GENERAL NOTE AND SOIL
BORING INFORMATION.
E:1541092.39
re
°
r .NCGS WSACC
1 // / �• (� \ N: 578046.79\�
E: 1540107.91/ii/////
ELEV: 578.36 \\ I I I I I / �� // // �� SEDIMENTATIONS% !
BASINS
A
✓ / / / I I / /� / _ _ _ PjZMETER
ASH DISPOSAL SITE NO. 3 ' j LOCATION #3
ADMINISTRATION l 11 I 1 III I // / / SI N:577994.80 \\��
BUILDING I 1 I I Lol
N\:57L/7956.6/6 /E:1541207.51
0R090 ILLII .� E:1540927.92
MAIN( PUMPIEGBORE B-15 ORE B ISTATIONHV-04 ETATED//I iWASEN: 577833.73 / I \
I
E: 1539936.16
ELEV: 568.93 PLANT
\ ,°
MAINTENANCE I I
.,
575 1 � 1 \ \ \ S\
GPS-NAIL-1 °5s 1 �� 7 ) \\\ 1 I
��E
N: 577662.49 I uE uE o l \\
/ ` UE UE VE a \
//l �/ II 1 t E: 1540378.45
/ ELEV: 570.96
,(IIII UE �� WASTE . \BORE B-1 I ° III( J /• \ ll \ l
// ' ° ' ACTIVATED
SLUDGE PS
�o MT�
ALA IaJ I J f I�.� � CLSECONDARY SECOND
BGRAVITY BORE B-9 ARIFIER NO. 9 CLARIFIER ANO. 10
THICKENER / I ��I III 11 \111II1I1 III IIIIIIII \\\\ \\\1\
-4 BORE B-14 NO. 2 PS-NAIL-3 \�IBHF tr / N: 577433.93 N: 577431.97
E: 1540706.17:,;�..} / ® �1 I IIII I/ II o E: 1541620.68
BORE B-12' d PRIMARY ELEV: 553.79 ° r� I I I
\ \\ // //// � •. � � m . I ELEV: 529.83
/ CLARIFIER NO. 6 HPOAS
\ II I I I
`J \ \ \\ I II'/ \I I� I DEWATERING m PRIMARY _ BASIN NO. 5
BUILDING SLUDGE BORE B.7
PS #3 IIII I' 2 I I I
W � I �i SECONDARY
CLARIFIER NO. 8ODOR SECONDARY
j CONTROL9 CLARIFIER NO. 7
SYSTEM THICKENED Z I\ IIIII IIIII1I1I1I II III I I ° I ��l/ I I
I
GPS-NAIL-7
SLUDGE PS $ �°� i€ N: 577242.22
- `� IE: 1541275.92 l2 �� 1��1IN III
IIII 1� \ IIII\� I ' ELEV: 542.64
\ I I I \ I III II FURNACE 56.5 PRIMARY " BO E B-Eg RAS PS NO. 2
CLARIFIER NO. 5 , E BOX 6 I I III
RAS PS NO. 1
W
TURBINE E-
1I I \ BUILDING
GRAVITY THICKENER tr• �I F � a� \
NO. 1
/
SECONDARY SECONDARY 1f 3 Ir y 1� CHLORINE CONTACT
PRIMARY HPOAS CLARIFIER NO.5 CLARIFIER NO.6
/// I I i HEADWORKS CLARIFIER NO. 4 g0 �E B-3 BASIN NO. 4 ( // II BASIN NO. 1 \
// I � IIIII .. °. ° 1
I i1/ I /( I IIII I STRUCTURE h% • . . r..m, "x°°, M
BORE B$ ° W \ • r I CHEMICAL FEED & .
STORAGE
ft u74 \ I I
►' l \ l IIIII�III F° \ I I
I I CHLORINE CONTACT
BASIN NO. 2
IIII PRIMARY BO E B-2 HPOAS SECONDARY SECONDARY
CLARIFIER NO. 3 BASIN NO. 3 CLARIFIER NO. 3 CLARIFIER NO. 4
I I � F-,,III 11, ,/� / II (1111 �� ► ,, � 1 � \ l � . �
\I ► ti IIII IIII \ , r J \ss .
vl // I I I ( IIII , I t _ /\ \ 1 . I / FM ,. I d GPS-NAIL-6 / BOX
/I_��I�IIIIIIIIII,/ / \\ �/
I _
J / ` I ru/ F c a •® N: 576769.50 / I
/ J` J� I II , r I I II I I I 1 I , I I /\ ro EN E: 1541508.05/ l
I I I \,
I i/ G ,,. G / .� ELEV: 532.28 J I \\
/'I/�,I IIIII 111o11`I r /I, !®
/ / � / .. u .......... OVERHEAD '/ /
ELECTRIC
?EASEMENT / \
_ Fiv
1 1 11 I \ \\\ \�\\O /�i� f = / I ' OVERHEAD i
� Seo _-- � ���/ • ( � \\ \ \ AIR e-
\ I I I I \\\\N. 576606.09 _ _ �j �/ ���� ��� /\`` /� \\\ COMPRESSOR ELECTRIC �� l
R4\,
E: 1540011.31'- �`� ,.� y l h\
\ELEV: 543.57 ��=� it '� /r \`- - \�� - \ \ \ \ �\ \\\\ _535
I P \ - -
11 2 3 4 5
PLAN
OVERALL EXISTING SITE NORTH
CONDITIONS KEY PLAN
SCALE: 1" = 100'
0 100 200
.N
W I V YY 1 1 AND •
n..lJ�....11 •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
0
SS
SEAL
C : '365 4-
64 ? S1r•
02/20/22 9:22 AM
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT C
RELEASED FOR CONSTRUCTION
WSACC
ISO AR24 * HRY Mlic is t y * ORSAS 18001:20
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
REVISIONS
REV I DATE I DESCRIPTION
_ LINE IS 2 INCHES _
r AT FULL SIZE
DESIGNED: D. WRIGHT
DRAWN: R. JAMES
CHECKED: K. DEVENDORF
CHECKED: D. VARJABEDIAN
APPROVED: K. DEVENDORF
FILENAME
154689-C-000-100. D W G
BC PROJECT NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
OVERALL EXISTING
SITE CONDITIONS
KEY PLAN
DRAWING NUMBER
C-000-100
SHEET NUMBER
OF
J
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LYSIMETER / ASH DISPOSAL SITE NO. 1
/ LOCATION #1 / / / I \\ S� \\ \\ \\ \ \ I \ \ \ \ \ / I✓ // / /
N:578536.55
E:1540566.70 \ \ '� • 1 \ i
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A�0
PIEZOMETER \ \ \ \
LOCATION #2
N:578345.29
\ 1 I ® BORE A�3 / / BO E A-4 \ \ \ \ \ E:1541201.73 \ _
\ \ PIEZOMETER \ \ / / I *BORE B-18 \ \ \ \ \ \ \ \ \ \ \
\ \ LOCATION #1 J I \ / \ \
N:578279.27 S30
I E:1540549.80 \
LO
\ \ 660 / \ I I / I I I I \ip, BORE B-17 I I I � � \ 535
BORE A-
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IFH� LOCATION #2 _ \ 530 - — i
N:578179.94
\ ✓ / \ \ \ I I I I �,r I I I E:1541092.39
\`-+►_
FEMA REGULATORY I
FLOODPLAIN SEDIMENTATION I I \ \ /// \ ///X
III I Ilio
-VEGETATED SWAL E
550 PIEZOMETER / / / \ LOCATION #3
N:577994.80
E:1541207.51
I I I MATCH LINE / / / / / / MATCH LINE
I SEE DRAWING C-000-102 / / / �— o SEE DRAWING C-000-103
EXISTING SITE CONDITIONS PLAN 1
SCALE: 1" = 40'
PLAN
NORTH
- 0 40 80
GENERAL NOTES:
1. SEE DRAWING C-000-100 FOR GENERAL NOTES AND SOIL
BORING INFORMATION.
KEY PLAN
SCALE: 1" = 500'
L I V YY 1 1 AND •
n..lJ�....11 •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
�;OFESS�6'-1
C)kASr I
65 Y
' "• fiNG I NEB` '''
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT
RELEASED FOR CONSTRUCTION
WSACC
ISO AR24 * NRY Mlic is t y ORSAS 18001:20
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
I REVISIONS
REV I DATE I DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: D.
WRIGHT
DRAWN: R.
JAMES
CHECKED: K.
DEVENDORF
CHECKED: D.
VARJABEDIAN
APPROVED: K.
DEVENDORF
FILENAME
154689-C-000-101. D W G
BC PROJECT
NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
EXISTING SITE
CONDITIONS PLAN 1
DRAWING NUMBER
C-000-101
## SHEET NUMBER
OF
❑C
C
J
0
1
2
3
5
1.1

1 2 3 4 5 6
GENERAL NOTES:
MATCH LINE
I SEE DRAWING C-000-1 �
I / 1. SEE DRAWING C-000-100 FOR GENERAL NOTES AND SOIL
BORING INFORMATION.
r / 02 / / PROX �_ h I j' MH 1
\ RIM E�L= 5 0.63
INV IfV= 57�.271
1 x �\ \ C •, I ADMINISTRATION INV TT= 567.0
- PPRO BUILDING O fi / VEGETATED s�LE /
/ 5 °
\\ �0
D \ ©©©© © of
BORE B-15 I
� \ \
©©oo
© © ASH DISPOSAL SITE NO. 1
i� �
565
®� III
// \ �\\IIII III
©v
� MH 26 \
I I I RIM EL= 47.23
INV IN
= 7
�- INV OUT= 529.03
= H 19 \ �EE77LONAR� 4N. � 2 -
o MH 25 RIAri =a'o5 RI MASONRY/SIGN / /MH 1 RINV IN= IM EL 5 -
-IN// RIM E%� 569� RIMEL_ 5�3459212 INV IN=528.97
/ / // / / / // / / 5 �✓V O o INV IN(6/IN= 541.3 / I I \ \ ` INV - -MV O T=526.20
INV
INV UT- 59. I I \\ \\\ \ 5 �AIaLUUL532.3�-
/ / I ��\ \\� 50 -2 --
/ o I \ W
W \W� o �� - - 0 KEYNOTES:
l / �/ �� ��'I 111 l / � ✓ � �\ 8" CIP P � � �� - -
/ \ \ \ c I 1 SEE DRAWING C 000 100 FOR BENCHMARK INFORMATION
TOWER \ 575 �AULT a 3 I w \ 1
4 "IPW \�G \ Dl
Ci / I I / / //� I I I I I l GRA7F=570.21' / L 1 UE E U
\ y� INv 62o9' (2> s" P sn0 \
I I I / UE UEU
W r a UE UE
6" CIP NPW W W
2" PLAS77C # / 15, U� E /
• STUBBED \A
_
o DI M
\ -UE �_ (4) " PLAS77 z I GRA7F=553.34' o
UE _-_UE �1E Yk UEE�I�f �- CONDUIT I I ✓ F vl o \
/ //'� o _ c� INV /N=543.34'
Jl E UE_ W" PVC _ W Q� QG QQ / a INV OUT=543.04' LU po
/ IT SSMH 10 Q� Q �QG I �� Z
\SSMH 570 ,.� _ / \ \ � °o`Q. \Q I � \ J U
R -565 02� �r 2 PLAS77C CONDUIT m R/M 570.16 Q: I
a y> - INV / 542.74'
o QV 1M=2.97 (3 PVC) • INV OUT 541.48' \ G1e
/ N 10'W=560.'96 ( PVC) - RGP 'A C \ I 6
/ I / NV IN-'55k29 (12 07P) 4 �` <v Q
(I I I I • kV 1N=550.2 RCP) 1 J • c n 3 I / PW S� \ S �
\ / lNV`OUT=547.90' 4 "IiCP) \ • (1) FLI- LAS77C CONDO 1 I I \ 4"
• r / \ \ 24"RCP 1 r
8 a/ c' W
/ / / / / / \SSMH 9 (2) 4" PLAS77C CONDUIT \ I I f J� \ 1 U)
' I / I I I I I I • \ 12" DIP PD O RIM- 70.62' 3 I I I E CIP
INV
IN -5
90 "II \I
I I I I I / /1 I I I I I • / 8 PVC PVC \ INV 1N=545.40(12l P) T I / I c�O \ GRA17E=552.38' I
1 cc:),
I 1 INV OUT=543.26' PL�Tl N 6Y
2" STL r ` 15" P ) NOIACCESS
( D/ c (ABANDON ) SS \ w I
0 DI ^ o �G �` � N m A RA�E=552. 0, I
z GRATE 564.40' GRA7F '3.36' u7
w� ¢ \- - / 1 INV I/ -- B49' \ \ n c, Q c0 V 1N=545.�2'
I V 1N=545/96'
� m¢ INV l 562.78' INV OU7'=5 8.42' � 5 � �7 I
11 lfC2" LI � 1 T Nd4`-OU7=36T.89' (81C/P) 3 / \ U U \ 3 Q Q w V OUT=51 5.58'
a c HIGH MAST y� Q 1 !_ 1
Z m y� `Q\Q Q F� WASTE �
w /// I I I I I I I I/ \ a a�Q\Q�Q °; 'oA q G \ DI BORE B-9 I
GRA 7E= 53.62 I
�3n ° ss34s' e°r o�Q ACTIVATED JD I INV 1N=47ss'
Q -1/NV N=557.8 c ^� lt°
/ m\ SLUDGE 4j� c�A I U I \ INV OU7r547.39'
a INV UT=557. 4' (/ � GQ � io / `ro � �S D(
Q g , / / / I I I I I / I IBHF 'n + BORE B-14 w \ I \ / Li _ / I
X Sc Co \ lNt� 1N=549.53''
U ��O I ELEC. OU7ZET S o c 3 \ / \ JF IN I' O=9.48'
ELECTRIC BOX ~ N DI m 6 CI ( \
DI ELEC. SWITCH BOX = GR 1E=564.4 ' , 3 •
o LU / I o G = 64.53' h IN 1N=556.7 ' CONTAINER D m u/ E` F® H O
/ / I I I I w IN /N= 6.43 IN OUT=556. 1 I / I I i I G 1
b � %I I NV UT= 6.07' E (5) 1" & �+ �" GQ I
Q / COND / 5G=560.80' DI
U1 / / I I W _ S °� OF ODOR CONTROL 3 /N =555.63'(3""CIP) 0 I B OX GRA 7E=552.77'
U /l / / / l I /C�N U17� o ss i f fi SYSTEM Z� / F OG\e NV OUT=554.22(6"CIP) ® 6' P I E ® 2A �y `" INS IN=5550.8
,., �F a lNV OUT=550.83'
g �21 L�a n1 I I 2 •• c�R 6 BIORE B-13 RATE T=56 2' 6 J SSMH 17
/ / ,+`/ A " 5 (2) 1 " &(1) ' / BORE B-12 / I l V OUT-560.35' M/M=558.39' \ co
00 CONDUIT JF n SM FULL -NO ACCESS ID
a m
(5) 4" CONDUIT SLUDGE Ll
/ \ V E�J 1" CONDUIT CONTAINER C lM= 7s
r � 2 4".52'
N l \ IN 5. SI 1 4.6 JET 6" IP /
p .. W { V l =55 .48'E
CIA hCpL Sl k 4" CONOU/T - _U L15 V P (ABANDO ) / V T= 6.4UE�UE INV 1N=561.58(6 CIP) �Jy, oz
N \ 11 \ 1 L TIA \ t INV /N=560.11(1 C/P) Z L G SSMH 8" CIP AT�-56
INV 1N=560.05(2"CIP) ¢-55 76'
/ \ \Dl/T f INV 1N=559.97(8"CIP) • lr� v O7 J \ l V O T=5 9. 6 1 ' S1FEL PW I I M ORE -7
IN lN= 0.68' (6 CIp) SSMH 2
V /N=554.20(12 PVC) cP R/M=563.35' PRIMARY CLARIFIER R1M=561.1 '
1 INV OUT=551.22(15 RCP) 3 l R INV 1N=558.15' coo \ Q��' HPOAS
L I IN GRAVITY o / Q NO AccE s I
p DEWATERING OSfIGOT \CB ODOR CONTROL / THICKENER NO. 6 I 8 BASIN NO. 5 C-000-101
BUILDING a R1M=56 ALKALINITY FEED / NO 2
/Nv lN= FACILITY /Nv 1N=54Z35(fo--' i" lR L I ® Q
\\\ PLUGGED GRATE=563.56' L/p o3 �Q� m
� /NV OUT 55 ' 30" lNV OUT=546.64 10"ClP r G
INV 1N=556.88' (8" DIP)
( ) I I
INV 1N=556.73' (6" DIP) SSMH 3 / a I \
I \ / 2J (2) 4" PLAS l SPIGOT 1 m ti g H a wa o
N / I Pgr v� �' / lNV /N-555.59' NO ACCESS s DI W ES < vQ ? G F
CD / \ \ 11 \ I O L NPW INV OUT=555.53' 8" CIP < G Q a G " A LI I c
O' I I I \ \ 11 \ I F' eP�� 8" PVC STUBBED ,. ` Q0 6" P S 6 CIP 1 S MH 1 I m
CD / �, e GQ `P UE -DE G PRIMARY RIM= 59.7.E w 0 0
SSMH 2B 14" ClW a 9� '^ m SLUDGE P S lNV l=OROF'B Cl ��3 ® ���
RIM=566.91' W G s D l w L I l V /N 38.t LO
w I I cfl I � I b, C-000- . 02 C-000-103
p ' /� \ \\ \ INV 1N=561.21(6'PVC o ONDUI o��� ER D I NO. 3I IN OUT=38.1� p o c
00 \ 4 I GS 6 INV 1N-561.91(8 DIP) UE O l FOi i f i i r W a m
l \I lniv of 557.28 (15 PVC) SSMH 2A o D/ - �• DE - THICKENED m
r A / I 1 \ C�T� 1 \ ) RIM A GRA-564.31'
W / _� \ 1 \ LOCKED (NO CCESSJ O /NV A/=554.44' ( "WAS SLUDGE PS2\ W 0 a oG
I I \\ = I
2 I \ \\\ \ I .A APPROX INV IN 554.45' c� lS0 M OC LORITE s' w 4I I ¢ n m
Q / I \ o I\\ I I c oUNO /Nv UT=554 U c2" Pvc PRIMARY CLARIFIER w COMP _ 5'
Z \ 1 \ I I S S7FM 1" ROLL P W W / O m
� W r"J ( O m � z NO. 5
J \ pIFOPA E uINE \ D HAND OL �9B �� Sl� 61 �S'C ' 3
W I \ I 11Ali+ A7F=56 3 9 4-, (4) 1" & (9) 2" PLASTIC I a III
\\ 11 11 I \ FURNACE Wy 2 N z �p0 " Wq ¢ CONDO/T - MH I m / / g " wi
IN OUT=56i 6.64' O / 6•• \ RIM, 3' C-000-105
CD s� I BUILDING o MATCH LINE (5) 2", (5) 1" & (2) 4" PLAS77C
_ INV BOTTOM-554 36" CP `i
INVCCRRW
P W RiM=5s4. SEE DRAWING C-000-105 (11) 2".4, (3) 1", & (2) 4 LAST/C I �M� 2"N lNV 1N=559.18(8 DlP) h " 'v=553. � \ ��M�/NV /N=558.03' (15 PVC) CI 8S T==554. / R1M=569.36' CONDUIT 66' m BORE B-61 " PLAs77p 1 /NV OUT=557.96(15PVC) 9 VN{� /N=563.17(6CIP PLAN CCE S� I _ I _�� IX
NORTH
EXISTING SITE CONDITIONS PLAN 2 KEY PLAN
SCALE: 1" = 40' 0 40 80 SCALE: 1" = 500'
m
1 2 3 4 5 6
L;P1 W VV I I AND •
^wl�l�.�wll •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
0
SEAL '
C ;365
? S1r•
UGI
02/20/22 9:22 AM
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT C
RELEASED FOR CONSTRUCTION
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
REVISIONS
REV I DATE I DESCRIPTION
LINE IS 2 INCHES
DESIGNED: D. WRIGHT
DRAWN: R. JAMES
CHECKED: K. DEVENDORF
CHECKED: D. VARJABEDIAN
APPROVED: K. DEVENDORF
FILENAME
154689-C-000-102. D W G
BC PROJECT NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
EXISTING SITE
CONDITIONS
PLAN 2
DRAWING NUMBER
C-000-102
SHEET NUMBER
OF
0

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/ N / FN- - E:1541207.51
MATCH LINE /
�- - - /- - -T
SEE DRAWING C-000-101 /
I _ I 1
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1 SEE DRAWING C-000-100 FOR BENCHMARK INFORMATION
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L1 VYYI I AND •
^wl�l�.�wll •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
0
SEAL
C '365
02/20/22 9:23 AM
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT C
RELEASED FOR CONSTRUCTION
WSACC
ISO 1105V * NRY M11c b0ty * OHW 1300:2011
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
I REVISIONS
REV I DATE I DESCRIPTION
LINE IS 2 INCHES
DESIGNED: D. WRIGHT
DRAWN: R. JAMES
CHECKED: K. DEVENDORF
CHECKED: D. VARJABEDIAN
APPROVED: K. DEVENDORF
FILENAME
154689-C-000-103. D W G
BC PROJECT NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
EXISTING SITE
CONDITIONS
PLAN 3
DRAWING NUMBER
C-000-103
## SHEET NUMBER
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1. SEE DRAWING C-000-100 FOR GENERAL NOTES AND SOIL
BORING INFORMATION.
O KEYNOTES:
1 SEE DRAWING C-000-100 FOR BENCHMARK INFORMATION
KEY PLAN
SCALE: 1" = 500'
1.1
L;P1 VYYI I AND •
^wl�l�.�wll •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
:OFFS S/p''�;�q''•:
V'Irq,'
SEAL
I OE1365
n 55
02/20/22 9:23 AM
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT
RELEASED FOR CONSTRUCTION
WSACC
MONO R.
ISO 1105 * HRY M11c b0ty * OHW 1800 :2011
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
I REVISIONS
REV I DATE I DESCRIPTION
LINE IS 2 INCHES
r_vi•1g»l&yrFAM
DESIGNED: D.
WRIGHT
DRAWN: R.
JAMES
CHECKED: K.
DEVENDORF
CHECKED: D.
VARJABEDIAN
APPROVED: K.
DEVENDORF
FILENAME
154689-C-000-104. D W G
BC PROJECT
NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
EXISTING SITE
CONDITIONS
PLAN 4
DRAWING NUMBER
C-000-104
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RIM=550.6� f0" STL OX s D 72 RCP 9 O
STL OXYGEN J INV IN 598.92' s 60 RCP PD / l l iQ II
60 RCP INV D 3-1" PVC I / / /
R/M=542. 10 3
SSMH J � NC770N BOX 7 CONDUITS
= RlM 7.86 RIM= 46.53'� > /NV UT 520761' / o I • I / l
INV 1N=5 6.43' INV 1N_533.32' MULTIPLE CONDUITS
NV OUT=S 338' INV OUT 530.5
IN OUT 539.75' , � ) 12" DIP
\ E 'VAULTPVC
... .. .... ❑ / I
12" IP / PVC
NPW / / � � \ � N CW
%
/ SEWER l l / 1 1 _
AL / O /
- \L FEMA REGULATORY
FLOODPLAIN
- - - - - - I
AIR
COMPRESSOR
\ \ \ \
53
_525_
FH - _530
\' I)ID
OH
\ \ \ �0
- _ oHE - - \ PLAN
NORTH
EXISTING SITE CONDITIONS PLAN 5
Hal `PQCHLORITE TANKS/Nv
1
\.
MATCH LINE
SEE DRAWING
C-00071_03
4.83'
�a.ar
" RCP
SCALE: 1" = 40'
J
a
TH
\ \III \\\
w I I \ \
® I I I \ \
BOX 6 I I \ \
IIII 1
I \ 1
1�1
I� _P-VC RAIN L G6ED I I I 2
4" C NaOCI W2' /
(ABAWN ED PW I I W
I 0
POWER
SUB
C STATION
0
c+�
6
GENERAL NOTES:
1. SEE DRAWING C-000-100 FOR GENERAL NOTES AND SOIL
BORING INFORMATION.
0 KEYNOTES:
1 SEE DRAWING C-000-100 FOR BENCHMARK INFORMATION
KEY PLAN
SCALE: 1" = 500'
L1 VYYI I AND •
^wl�l�.�wll •
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Survevors License No. F-0785
SS
SEAL
I OE =365 s�
? S1r
`,� 'JGl lvz .�•,�0;•�1
02/20/22 9:24 AM
FINAL DRAWINGS - FOR REVIEW
PURPOSES ONLY - NOT
RELEASED FOR CONSTRUCTION
ISO 1105VN4 * NRY M11c icty * GH W 1800:2011
ROCKY RIVER
REGIONAL
WASTEWATER
TREATMENT PLANT
PHASE 3 EXPANSION
I REVISIONS
REV I DATE I DESCRIPTION
LINE IS 2 INCHES
r_421111�9rFAo
DESIGNED: D.
WRIGHT
DRAWN: R.
JAMES
CHECKED: K.
DEVENDORF
CHECKED: D.
VARJABEDIAN
APPROVED: K.
DEVENDORF
FILENAME
154689-C-000-105. D W G
BC PROJECT
NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
EXISTING SITE
CONDITIONS
PLAN 5
DRAWING NUMBER
C-000-105
## SHEET NUMBER
OF
IC
C
0
1 1 2 1 3
5
C.1