REVIEWED PLN Edmonds WWTP Carbon Recovery Height Calculations 2021-07-12-FL/M/TS pF OAYTl / s.4WCUT TO /HATCH (T>P) CO/LC DR/VEWAY APR20ACH eROVIDE SA400721V 7--A.NS/7-/04/ 74lROU61-,'
STa2EET O✓E�cAY H AGlJE12 STREET P/!V/NG SEE CN 9842
CTR O/V EX/ST/A/G r!TYP) ✓E,BT/CAG AA/GGE RO/NT !✓.4P)(TYP) W
PROTECT W/ W L/Ml7-OF3ECOAJD A✓E
PAVEMENT PATCH l77Y C) ❑ /' EX/ST C,B MATCH EX/5T L✓AL K
❑�' C7Ya) .PECONSTPVCT/ON
° N/000.00 /✓ Bso. 00
EX/ST C
sz4000''" /O'M/N /%SCOPE E5z4a.00 e>Z4G.oa
Edmonds W W T P Phase 6 (TYP) LTYP)) ° /NA/NT,41AY, 6x/5T
/G.60 tl)
. n _.... Cp_2 , PLACE EX/ST C3 - �oCP- MI ,� CURB F,' GUTTE1
VOV
Carbon Recovery Project L20,7D FACE OF CURB VAP EL /9.SU VEW7YF�Eda ,P/MEL/ -li MATC//EL/G.2T
28 • Q✓' MA/A/7].7/N EX/57� M
20
/9 Q N /� O I�GS � � L Q III
STA NE Corner VENUE ti R,• •i a 6. , ,� 52/2,55 SE Corner
New Activated Carbon Filter Pt. A 20' g - +-- - - /sue t +17.5 EL Z/ S9 ,f'$4/ + N /0.90. l07 • OOU,BLEGL47 NBBs .» • I
✓AL✓E ✓AULT %s//%>° 7 /v857CY� Pt, B CWC-HDR, Inc.
E 5/79.50 Edmonds, WA
ti /2' hJ/074. G7 /2' N9/Z.00 / E5/ ,5Nd3�.✓o
Height Calculations CE OF"41ele ✓AP6L/B8O NEWFH E'//�So �r,7750 ES/6z. 11z
EX/5T 2 SLOPE TYP) l8 /T
VAP EL / .SO
Pt. A = +20.00' I /9.9 /9• WALL FOOT/,tJG /8 F /S TO CGE.V,2WfIG�I
/9,78 . N BZ7 600 EDMONDS
Pt. B = + 17.50' S/4% SO ,20 .
/(/'//44,GYJ I N/OOO�oO /983 / ,g5 SIAA ZO ,
E : /7i.50 WASTEWATER
1 E 5/83.20 i INF DENT PUMPING STA ION. Z/
P t . C = + 15.5 0 I N /O %/. 3J ....�,�_ a.,� 9. 78 �777ON1 "` 117 Z z TREATMENT
e s/79.5o pAMP PAA/IF'
Pt. D - +15.00' FINAL CLARIFIER K0. 1 I 3 2/.DO 1 �' PRAM
LOPE - /9 78 CURB
/7,6J I / / PGA2/TE,2
. ,72 Total = +6874 = +17.00' ^.-. -- zx//BALL
/6 /9.50
/5' I (. • . 70, t/v 2/• 5-O I `moo P L /7• SO F7G OPERATIONS
BUILDING
PRIMARY CLARIFIER NO. 1 CB
°" TA"� SITE LAYOUT
e s/3o.75 F 5,M ELow) AND GRADING
(EXISTING) i 420
' Avg. Grade = +17.00' I i zZ Z, 2z
h g PLAN
Height Restriction - 25' BLOWER AERATION BASINS i 23 r --) 22.20 22.50
z BUILDING (BELOW) I I J
OOPAL O.60Maximum Height 1 2
El
o Actual Height = 34.18' I I i zZ.3 22.37 22.50
@I RAS PUMPING STATION
a//e5.o5 (SELOWI
Designed
PRIMARY CLARIFIER NO. 2 I RAW
T,A/-/Ft
(EXISTING) I SLUDGE
FINAL CLARIFIER NO. 2 i
I ( PUMPING
1� Wk (BELOW) I. STATION Z /
�p Checked
) f o4z so
(BELOW)
"00000
Date DUNE, /9B8
A0 FH I o
!.,SLOPE I A 106o.6 I L SOLIDS PROCESS BUILDING
CTYP) THIS LINE i
W FACE OF DRAWING S S I NCH WHEN NOT
O W C'U,ee, ( EFFLUENT fI INCH, SCALE ACCORDINGLY.
Q TYP PUMPING N //2m• oo
1'I ( G_4y92.75 Q PRIMARY CLARIFIER NO. 3 ap
STATION FINAL CLARIFIER NO. 3 3 °�
y1 v Z i I CONC. rATH o t
t �I
Vl� O I N
E 4y 5. so n/.Ooo.JJ N 90£s:00 ^ r'
2Ef�ACE Q I N /oyo. 67 I E f 95.>- 00
F_E 4 Y�3 00
EX/ST/,VG G /yLSL0'-r UPr 44o:9So
,FlOC.KIVA /436 8 21
ryLAA/05CAPit/G O -00/7 /9 Zo I
90
15.50 /5
o
MATCH X/ /Z o q. oo _
TOPq�CUP \ TO �X/STCB--�/2--- m N
14 EC /3.32 N /o /.. 33 J
WAY AGP20ACH N/zs7• so N / 98, 69 P,FOT T A/✓D/o,,- ,PEPL.9CE Ex/ST SW Corner Q
f/ eA,t./P E4v45-oo E4938.95 NW Corner CATTq/ PGAvTS ACOc/G p/7zH q Q l
4y4o 90 �.00 /3 - --- - Pt. D + 15' Pt. C + 15.5' o
OVE2LA✓ r'AYTOA! x X - x
,QEPx
MATCH EX/ST/itlG ��EET, SEE 5N LACE EK.C5T VEiPT/CAL C O 4
4�06TA/GSHB/9
cu eB, GUTTER .,d NEW 4S TYPE 7 C F , ?/M EL A? 70 Z 90
AGK A/E1./ /Z"57"o�c'M TO EX/STCF,3 NOTES: m �"
Z./N//75 OFLOA Y7!5)A1572EE7' OVE•2LAY 1, HORIZONTAL CONTROL IS DEFINED BY CONTROL POINTS (CP-1,
CP-2 & CP-3) TO BE SET BY ENGINEER. COORDINATES ARE
N /279.32 AC F (Activated BASED ON AN ASSUMED GRID SYSTEM DEFINED BY THE EXISTING
E 4863.97 TOP OF NEW O✓E/2GA)" PRIMARY CLARIFIERS WITH NORTH FACE @ N1000 AND N.W.
�1. /3.82+ STATE ROUTE 104 CORNER @ E5000.
- - -- - ----- - A,4,EA- -- -- --- Carbon Filter)
"-�_,MA/NTA/N C-X/5T MONUMENT ITYP) 2. CONTROL POINT ELEVATIONS (CP-1, CP-2 & CP-3) WILL 3E
ESTABLISHED BY ENGINEER. VERTICAL DATUM BASED ON
Proposed Location MLLW-0. VERTICAL CONTROL BASED ON CP-2. a •." •";',•:quo
3. EXISTING CONDITIONS AND ASSUMED GRID SYSTEM BASED ON o
�,,OAYTOti/ 57--PEET ovEgRL qY' FIELD SURVEY BY REID, MIDDLETON & ASSOC., INC. COMPLETED
CO.I/T/A/VE,S;!5,G- g IN MAY, 1987 AND SUPPLEMENTED IN APRIL, 1988. SEE ALSO
OE7A/L SH 8/9 EXISTING CONDITIONS AND DEMOLITION PLAN, SHEET 7. '�ASJj.....''NG�,c`
• SITE LAYOUT & GRADING PLAN �'
4. REPAIR OR REPLACE ANY TRAFFIC CONTR01, WIRES DURING
PAVING OR OVERLAY CONSTRUCTION. PROVIDE LANE BUTTONS,
STRIPING AND REFLECTORS TO MATCH EXISTING.
Sheet Number
J 5. PROVIDE PARKING LANE STRIPPING IN PARKING AREA. SUBMIT C
PLAN-
`FORAPPROVAL BY ENGINEER. 5
Maxiumum Ht. +42'
o
E
Actual Ht. +34.18'
EX EL 24.81t
Average Grade + 17'
IE 15.67
Z_
N
4 5 FM-604
EX WAS
TANK 2 3 DM-603
CONNECT TO
EX 6" WAT-610
SUCTION -
EX EL 5.31
ISSUED FOR PERMIT
�EX6"D
6" TEE
6" x 4" ECCENTRIC
REDUCER
WY / DI
/ I
3" DS 2 T-3"
DI
C/L EL 13.31
4" x 3"
WAT-610
4" x 2" COMPANION
FLANGE WITH 2" 316
SST BALL VALVE
SECTION
SCALE: 3/8" = 1'-0" M-12
EX 6" DS
TOP OF EX
PARAPET
EL 37.31
WEST
ELEVATION
SCALE: 3/8"=1'-0" M-14
ADD ALTERNATE #2
2'-6n
NOTES: CONSTRUCTION NOTES:
1. REFER TO DWG M-1 FOR GENERAL MECHANICAL NOTES. O SUPPORT PIPE PER DWG G-10.
2. ECOREMEDY EQUIPMENT SHOWN AS EX PER CLARITY. O2 INSTALL HACH SOLITAC SC SENSOR TSS METER. INSTALL SENSOR PER
'
REFER TO ECOREMEDY DESIGN FOR LAYOUT OF MANUFACTURER INSTRUCTIONS. INSTALL METER PER VERTICAL MOUNTING
EQUIPMENT, EQUIPMENT SIZING, ANCHORING, AND DETAIL BY MANUFACTURER.
CONNECTION LOCATIONS.
O3 INSTALL SC200 CONTROLLER ON ADJACENT WALL AT ELEVATION 8.50.
4O INSTALL BADGER MODMAG M2000 MAGNETIC FLOW METER PER
MANUFACTURER INSTRUCTIONS AND DETAIL 1/M-19. ADD ALTERNATE #13
5 INSTALL CONTROLLER ON ADJACENT WALL AT ELEVATION 8.50.
6 AFC EQUIPMENT PAD PER STRUCTURAL.
O7 INSTALL AND SUPPORT ACF DUCT PER DUCT MANUFACTURER REQUIREMENTS.
DUCT SHALL NOT BE INSTALLED TO BUILDING EXTERIOR.
O8 INSTALL CONDENSATE DRAIN PER DETAIL 1/M-16. Call 48 Hours
Before You Dig
O9 INSTALL ACF PER ACF MANUFACTURER REQUIREMENTS.
10 MINIMUM SLOPE 2% TOWARD CONDENSATE DRAIN. 1-800-424-5555
3 UNDERGROUND SERVICE
ADD ALTERNATE #13
� �, BHC Consultants,
1601 Fifth Avenue, Suitee 500
Seattle, Washington 98101
206.505.3400
206.505 .3406 (fax)
C O N S U LTANTS WWW.bhcconsuitants.com
ADD ALTERNATE #2
Scale:
Designed: G. Mockos, P.E. AMERESCO4
3/8" = 1'-0"
Drawn: S. S. OSOe One Inch at Full Scale
If NolOn, Il � Green • Clean . Sustainable
Checked: R. Dorn, P.E. Scale Accordingly
EDMONDS WWTP CARBON RECOVERY
SOLIDS PROCESSING BUILDING
DEWATERING ROOM SECTIONS
� gOBE$
Wp4 w oe 1vn.�y��2foC'
O
i
BONAL ^'B\
Drawing: M-15
Sheet: 73 of 114
File: P20-10570_M-15
Date: April 2021
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