TECHNICAL_EXHIBIT_05_TTBSS_PDF_Drawings.pdf

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MEDICAL BUILDING SEPTIC TANKS PLAN VIEW

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***SAFETY PAYS***

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DIMC

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CAPACITY

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CAPACITY

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MEDICAL BUILDING SEPTIC TANKS SECTION (2\

NOT TO SCALE ~

NOTES:

MEDICAL BUILDING SEPTIC TANKS DIMENSION & CAPACITY TABLE

1. SEE SHEET C-16 FOR SANITARY SEPTIC SYSTEM LIST OF DETAILED

NOTES.

SCALE N.TS.

I I ***SUPPORT VALUE ENGINEERING - IT PAYS*** I

2. TANK DIMENSIONS AND INVERT ELEVATIONS SHOWN ARE

PROVIDED FOR PERMITTING PURPOSES. FINAL TANK DIMENSIONS

AND INFLUENT/EFFLUENT INVERTS TO BE CONFIRMED BY

CONTRACTOR BASED ON FINAL TANK SELECTION/DESIGN.

CONTRACTOR TO PROVIDE SHOP DRAWINGS, SIGNED & SEALED

BY A PROFESSIONAL ENGINEER LICENSED IN NEW JERSEY, FOR

TANK SYSTEMS. IF INFLUENT/EFFLUENT INVERTS CHANGE

BASED ON FINAL TANK SELECTION, CONTRACTOR TO PROVIDE

NEW ELEVATIONS. SHOP DRAWINGS AND ANY ASSOCIATED

CALCULATIONS TO BE SUBMITTED BY CONTRACTOR FOR

APPROVAL PRIOR TO ORDERING EQUIPMENT. CALCULATIONS

AND SHOP DRAWINGS TO BE SIGNED/SEALED BY A NEW JERSEY

LICENSED PROFESSIONAL ENGINEER.

3. SANITARY SYSTEM TO COMPLY WITH ALL REQUIREMENTS OF

N.J.A.C. 7:9A "STANDARDS FOR INDIVIDUAL SURFACE SEWAGE

DISPOSAL SYSTEMS", LATEST EDITION.

4. BUOYANCY CALCULATIONS SHALL BE PROVIDED BY CONTRACTOR

FOR TANKS.

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BLACKWATER & GREYWATER SANITARY SEWER FIELD GRADING PLAN 0 20' 40'

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PROPOSED GREYWATER

61,000 GALLON (MIN.) DOSING T

PROPOSED GREYWATER

SEPTIC FIELD

PROPOSED GREYWATER

SEPTIC FIELD BED LIM ITS

PROPOSED GREYWATER

FIELD MOUND LIM ITS

120'

Coordinates Table Coordinates Table

Point# Northing Easting Point# Northing Easting

410434.73 511838.96 32 410150.13 511595.71

2 410428.05 511853.42 33 410140.09 511586.84

3 410395.42 511890.30 34 410129.88 511577.82

4 410397.94 511873.18 35 410125.06 511573.57

5 410409.20 511860.44 36 410124.77 511575.10

6 410412.58 511856.76 37 410143.51 511591.65

7 410423.17 511844.77 38 410117.03 511621.63

8 410399.19 511823.58 39 410098.29 511605.08

9 410388.60 511835.58 40 410099.98 511640.26

10 410383.71 511837.93 41 410073.50 511670.24

11 410372.46 511850.67 42 410054.01 511653.03

12 410370.37 511845.50 43 410080.49 511623.05

13 410378.32 511836.50 44 410071.13 511621.42

14 410386.16 511830.76 45 410231.32 511440.03

15 410394.11 511821.76 46 410042.44 511273.21

16 410376.12 511805.88 47 409882.24 511454.60

17 410368.17 511814.87 48 409858.66 511454.11

18 410360.31 511820.60 49 410042.35 511246.12

19 410352.37 511829.60 50 409813.00 511043.56

20 410297.12 511803.48 51 409821.40 511035.95

21 410310.04 511788.84 52 409803.71 511037.05

22 410325.39 511771.48 53 409618.77 511246.46

23 410339.82 511755.14 54 409629.30 511251.55

24 410330.89 511601.08 55 409619.62 511256.69

25 410325.41 511600.85 56 409866.15 511474.31

26 410322.31 511604.77 57 409849.89 511492.47

27 410317.56 511594.65 58 409840.79 511502.63

28 410314.46 511598.58 59 409838.08 511505.66

29 410315.19 511588.69 60 410052.19 511265.73

30 410323.45 511610.50 61 410065.07 511251.15

31 410307.75 511598.10 62 410245.92 511436.73

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NOTES:

1. CONTRACTOR TO FIELD CONFIRM PROPOSED COORDINATES PRIOR

TO CONSTRUCTION. CONTRACTOR TO SHOW FINAL COORDINATES

ON AS-BUILT DRAWINGS

2. GOVERNMENT TO TEMPORARILY RELOCATE COMMUNICATIONS

TOWER AND TRAILER PRIOR TO INSTALLATION OF SANITARY LINES.

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

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SAFETY PAYS***

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BLACKWATER SANITARY SEWER PLAN VIEW LIMITS

1 11 =40'

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NOTES:

Coordinates Table

Point# Northing Easting

410446.65 511876.17

2 410417.88 511850.76

3 410393.89 511829.58

4 410390.14 511826.26

5 410372.15 511810.37

6 410305.03 511751.10

7 410230.07 511664.90

8 410155.12 511618.71

9 410123.50 511620.67

10 410120.34 511617.88

11 410134.14 511583.37

12 410199.94 511508.87

13 410198.97 511493.17

14 410190.78 511485.94

15 410118.83 511581.83

18 410110.92 511574.64

1. CONTRACTTOR TO CONFIRM ALL ELEVATION DATA PRIOR TO

CONSTRUCTION.

FINISHED GRADE

' ---- ' r-i --

GRADING TO EXISTING (TO BE REMOVED AND : CONTRACTOR SHALL FIELD

GRAD~ TO THE EXTENT REPlACED AFTER SANITABY GRADE ;s NECESSARY TO

--- - PRACTICABLE LINE INSTALIATION) : PRbVIDE 3' MINIMUM COVER

2. SEE SHEET C-16 FOR SANITARY SEPTIC SYSTEM LIST OF DETAILED

NOTES.

- - - - -36~ -MlNr -COVEE:-Gp'2.} - - - - - - - - -

L CONTl1\CTOR TO MATCH EXISTING SECURITY BERM, ----- ___ --:= -i-~- ---- _: _____________ -----,--- _________________________________ , ___________________________________ : __________________ l _______ QYE8_SA_NlT~B'f __________ , ________________ _

: .__ - - : : : : WHER[ 3' MIN. COVER CANNOT : :

3. TANK DIMENSIONS AND INVERT ELEVATIONS SHOWN ARE

PROVIDED FOR PERMITTING PURPOSES. FINAL TANK DIMENSIONS

AND INFLUENT/EFFLUENT INVERTS TO BE CONFIRMED BY

CONTRACTOR BASED ON FINAL TANK SELECTION/DESIGN.

CONTRACTOR TO PROVIDE SHOP DRAWINGS, SIGNED & SEALED

BY A PROFESSIONAL ENGINEER LICENSED IN NEW JERSEY, FOR

TANK SYSTEMS. IF INFLUENT/EFFLUENT IMVERTS CHANGE

BASED ON FINAL TANK SELECTION, CONTRACTOR TO PROVIDE

NEW ELEVATIONS. SHOP DRAWINGS AND ANY ASSOCIATED

CALCULATIONS TO BE SUBMITTED BY CONTRACTOR FOR

APPROVAL PRIOR TO ORDERING EQUIPMENT. CALCULATIONS

AND SHOP DRAWINGS TO BE SIGNED/SEALED BY A NEW JERSEY

LICENSED PROFESSIONAL ENGINEER.

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SEPTIC TANK #1

SEE DCTAILS

BOTTOM OF TANK = 133.43

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SEPTIC TANK, #2

SEE DETAILS:

BOTTOM OF TANK := 134.3S

36" MIN.: COVER (TYP.) I --- ......+-----" - - ..-I- -- - :

CLEAN OUT : : :

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DOSING TANK #1

SEE DETAIL

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BLACKWATER SANITARY SEWER PROFILE VIEW 2

Hor. Scale : 1"=40' C-13 Ver. Scale : 1"=4'

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***SUPPORT VALUE ENGINEERING - IT PAYS***

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SANITARY SYSTEM TO COMPLY WITH ALL REQUIREMENTS OF

N.J.A.C. 7:9A "STANDARDS FOR INDIVIDUAL SUBSURFACE SEWAGE

DISPOSAL SYSTEMS", LATEST EDITION.

BOUYANCY CALCULATIONS SHALL BE PROVIDED BY CONTRACTOR

FOR TANKS.

COORDINATES PROVIDED ASUME TANK DIMENSIONS SHOWN, IF

TANK DIMENSIONS CHANGE, PIPING LAYOUT TO BE REVISED AS

REQUIRED TO MAINTAIN MIN.SLOPES AND COVER. CONTRACTOR

TO PROVIDE FINAL COORDINATES ON AS-BUil T DRAWINGS.

IF 36" COVER NOT BE MAINTAINED, CONTRACTOR TO PROVIDE

INSULATION PLAN AND OBTAIN GOVERNMENT APPROVAL PRIOR TO

INSTALLATION.

CONTRACTOR TO PROVIDE MIN. SLOPES FOR ALL GRAVITY SEWER

PIPES.

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

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- --------------------~------------------------------r~ -------------------------7--1------------------~--

• - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7'- - - - - - - - - - - - - ::--- - - - - - - - - - -

~ ----- ----- ---r----~ ----- --------- ----- --------- ----- -- : ;----- ----- ---~·----- ----- -~-------- --• .,-~··_ ----,---;;J,- ----- --

________ : :=::::::= =::::::= =::::::=::2''::= =::::::= =::::::=::::t= =::::::==::::::=::::::I=::::::=== ----------------L---------------;---------------,-------

150- ---7 ----- --------- ----- ---,----- ----- --------- ----- --

~ I ,/"PROPOSED LATRINE/SHOW~R FACILllY ./ V F.F. 148.00

Coordinates Table ----------------- ------------------ ----------------- _________________ " ____________________________________ ------ 150 ------------------------------------------------------

Point# Northing Easting

EXISTING SECURrTY BERM

(TO BE REMOVED AND

' - - - - - - - -~ - - - - - - - - r - - - - - - - - - - - - - - - - - 1- - - - - - - - --- - - - - - - - -

FINISHED GRADE REPLACED AffiR SANITARY

---------------------' ------------------- ----/-- -~~::~; ;~311~~CH- --- -~ - --- --- --- _, _ --- --- --- -' - --- --- --- _i r LINE- INSTA~TIIN)- - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - -- - - - - - - ' - - - - - - - - - - · c - - - - - - - - - - - - - - - - - - - - - - - ' - - - +145

- - - ~ ~ - I PRACTICABLE I GRADE /JS NECESSA, RY TO

- r- I I I I

- - - : : : /: PROVIDE 3' MINIMUM: COVER

19 410430.62 511890.75

20 410403.54 511866.84

21 410378.08 511844.30

22 410374.35 511841.00

23 410356.34 511825.10

24 410280.97 511758.53 r---- ; GRADE TQ THE EXTENT ; ,r-r--- CONTRACTOR SHA~ FlELD

- -.,__ I I I \ OVER SP.N, IT ARY

-1-- 36" UIN. COVER (lYP.) -- - J..., ' / ', WHERE 3' MIN. COVER qANNOT

! : --- -- I ! I SH~ M:~~~~NE~" c~ro~~~:

25 410206.01 511692.34

26 410131.06 511626.14 ---- -+140

27 410093.02 511628.50

28 410090.23 511631.66

29 410061.41 511644.65 g __:; irl I"") ..-J .l_ I I ---------

0 Li.J ;w _j • I I -----

30 410064.18 511641.52

31 409857.20 511459.10

32 409856.87 511453.87 i 13~·--- --- --- ~-- --- -- ~- ;__ -- :__ --- -- --- -- - --- ---- --- -"- --- --- --- _l_-_-_-_-_-__ -!6("_J.Tu:IJ_~Z2.J;%Dsilio'ilpli2E--~-- _-_-_-_--_-_-_-_--:_----:::-C-LE[A,_: -_NO_U_T_-_-- ----- ----- -'--'"====.,.,.1;::::;;~;=:~~~~;;~~~~~=======+! =3=6"="'~1~-=CO=V=E=R==~~§~=~~~r~==p~~~~~~~g~~r~E~-~~/>J~o N~==--::~::::::::::=:~:;:;:~====::::::~7~~~-135 PROPOSED_/ PROPOSED =--------.c--~.:_ ~ ! _,_ "" ,./ _ 00,,.A ! " 33 409857.53 511453.12

34 409739.94 511360.74 i- I! ~DISTRIBUTION :sox INV. 1~544 13544 SEPTIC TANK #3 SEPTIC TANK #~ y : 133.00 : . .

35 409739.61 511355.51

36 409742.86 511351.84

SEE DETAILS SEE DETAILS ; I I

130 •---- _@_@_@_ -- --- -- ----@ ®@-- -- ----------- -~-- ------ --- -e---- --- ---- -- --- ------ - -- ------ --- :-- ---- --- ---~ - --- --- -- l__ 6~~~s~~NK-#i j ___ ------ --- : d SEE DETAIL :

GRAVEL BED

------ 130

I w

BOTTOM OF TANK = 133.60-

ITT

N

<O

I w

I w

I w

-BOTIOM OF TANK = 134_43

ITT

N m o;,<

I w

ITT

I w

N

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ITT

N N

I w

D

ITT

N g I w

N

I w

I w

ITT

N n

Hor. Scale :

Ver. Scale:

g I w

20'

2'

40'

4'

I w

I w

80'

8'

I ~I @@@

80TIOM OF TANK =

I w

ITT

N

I w

12s.s7~

I w m ill I w

D D

ITT

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"' N

ITT

ill I w

ITT

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:s <O

GREYWATER SANITARY SEWER PROFILE VIEW

Hor. Scale : 1"=40' Ver. Scale : 1"=4'

I w

I w

C-14

I w

***SUPPORT VALUE ENGINEERING - IT PAYS

I w

NOTES:

I w

ITT

N

I w

I w

I w

+ ro

"' N + ro

D

"' + ro

I w

I w m

N

"' n

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"' N m

1. CONTRACTOR TO CONFIRM ALL ELEVATION DATA PRIOR TO CONSTRUCTION.

2. SEE SHEET C-16 FOR SANITARY SEPTIC SYSTEM LIST OF DETAILED NOTES.

I w m

3. TANK DIMENSIONS AND INVERT ELEVATIONS SHOWN ARE PROVIDED FOR PERMITTING PURPOSES. FINAL TANK DIMENSIONS AND INFLUENT/EFFLUENT INVERTS TO BE CONFIRMED BY CONTRACTOR BASED ON FINAL TANK SELECTION/DESIGN. CONTRACTOR TO PROVIDE SHOP DRAWINGS, SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED IN NEW JERSEY, FOR TANK SYSTEMS. IF INFLUENT/EFFLUENT IMVERTS CHANGE BASED ON FINAL TANK SELECTION, CONTRACTOR TO PROVIDE NEW ELEVATIONS. SHOP DRAWINGS AND ANY ASSOCIATED CALCULATIONS TO BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. CALCULATIONS AND SHOP DRAWINGS TO BE

SIGNED/SEALED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER.

4. SANITARY SYSTEM TO COMPLY WITH ALL REQUIREMENTS OF N.J.A.C. 7:9A "STANDARDS FOR INDIVIDUALUBSURFACE SEWAGE DISPOSAL SYSTEMS", LATEST EDITION.

5. BOUY ANCY CALCULATIONS SHALL BE PROVIDED BY CONTRACTOR FOR TANKS.

6. COORDINATES PROVIDED ASSUME TANK DIMENSIONS SHOWN, IF TANK DIMENSIONS CHANGE, PIPING LAYOUT.

7. IF 36" COVER CAN NOT BE MAINTAINED, CONTRACTOR TO PROVIDE INSULATION PLAN AND OBTAIN GOVERNMENT APPROVAL PRIOR TO INSTALLATION.

8. CONTRACTOR TO PROVIDE MIN SLOPE FOR ALL GRAVITYWEWER PIPES.

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

0 0

"' 15 & t'1 0 0

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PLATE

REFERENCE NUMBER

C-14

SHEET 15 OF 60

z (9

Cl)

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~ 0 a a ., c

B

A

***SAFETY PAYS***

2 3 4 5

~;/cf· ="~""'""'"="'="~""'""'"="'=""'""'""'"=" __ -~' :·· ' ""'""'""'"="~""'""'"="'="~""'""'"="'="' '< '~ k- _ '"'""'"="'="~""'""'"="'=""'""'""'"="~"~ - ·::: ,,;._L-1_ "'""'"="~""'""'"="'="~""';.,,,=,,,~~"""'' ·_:;_A :·-.J

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\:,·,.n ·~, J'

Coordinates Table

Point# Northing Easting

37 410318.03 511609.23

38 410323.48 511602.11

39 410317.77 511594.36

40 410299.06 511579.59

41 410264.58 511580.50

410214.42

410205.14

410154.67

410125.40

410122.39

511660.48

511660.92

511616.35

511618.17

511615.57

-1 .. ~oo

''--- r t _f_.

I .

' i' i~

-J ________ ----- --------- _},_ ___ --------- ----- >,_ _______ ----- --------- ~----~- =---- ---

0 20' 40' 80' MEDICAL BUILDING SANITARY SEWER PLAN VIEW

CONTRACTOR SHAll :FlELD

GRADE AS NECESSARY TO

PROVIDE 3' MINIMUM COVER

OVER SAN IT ARY :

WHERE 3' MIN. covtR CANNOT

BE MAINTAINED COITTRACTDR

111 =40 1

Graphic Scale

EX1sr1NG MEDICAL BUILDING SHAll PROVIDE 2· $TYROFOAM EXISTING SECURITY BERM i ~vgp~_F:F,14210~ +·· . . . .. J~S.UJHIQ~ (.l'(F'u.) ,... ... ~~fo~~H~~~t- .... ···-~·i . ~ f-~!~~~~i~:r:~TARY+····

I : PRACTICABLE I

14 --~ ----- - -- - --:-- -----------~--- I - --- ----- --------- _____ i ______ ~---- --- 140 r;:, .f_ CLEANOUT : - "-. : / sg d; ----_/ '- D _j ~ ="-= LLJ 0)

0 > ~ ::i £ _j ..., ~ 13 w

0 ' d ! ""'-- 6" WATER LINE :

' ' ~ I I

' PROPOSED

CLEAN OUT

' -------- ------------ ----------- -~----------- --- 135

SEPTIC: TANK #5 g SEE DDAJLS °' t---t---PRDPOSED nu •C•nn ·:··@}@n nnnn n unnnn nu nnnnu n nun nun nu nnnn ~- • nunu n n 130 ~~~li~r~~K #1

' w

BOTTOM O~ TANK PER = 133. 13

' BOTTOM OF TANK PE

SHEET C-13

12'>+----+---~--~--~--i---~--~--~----+---~--~--~--~---+125

I w

I w

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Hor. Scale :

Ver. Scale:

I w

"" " 'i' I w

20' 40'

2' 4'

I w

80'

8'

I w

"' N

I w

" 'i' I w

N

"' N N

ITT

N

N

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"' N

MEDICAL BUILDING SANITARY SEWER PROFILE VIEW

Hor. Scale : 1"=40' Ver. Scale : 1"=4'

***SUPPORT VALUE ENGINEERING - IT PAYS***

,;:_ f'· .L - - - - - - - - - - - - - - - - - -

NOTES:

1. CONTRACTOR TO CONFIRM ALL ELEVATION DATA PRIOR TO

CONSTRUCTION.

2. SEE SHEET C-16 FOR SANITARY SEPTIC SYSTEM LIST OF DETAILED

NOTES.

3.

4.

5.

6.

TANK DIMENSIONS AND INVERT ELEVATIONS SHOWN ARE

PROVIDED FOR PERMITTING PURPOSES. FINAL TANK DIMENSIONS

AND INFLUENT/EFFLUENT INVERTS TO BE CONFIRMED BY

CONTRACTOR BASED ON FINAL TANK SELECTION/DESIGN.

CONTRACTOR TO PROVIDE SHOP DRAWINGS, SIGNED & SEALED

BY A PROFESSIONAL ENGINEER LICENSED IN NEW JERSEY, FOR

TANK SYSTEMS. IF INFLUENT/EFFLUENT IMVERTS CHANGE

BASED ON FINAL TANK SELECTION, CONTRACTOR TO PROVIDE

NEW ELEVATIONS. SHOP DRAWINGS AND ANY ASSOCIATED

CALCULATIONS TO BE SUBMITTED BY CONTRACTOR FOR

APPROVAL PRIOR TO ORDERING EQUIPMENT. CALCULATIONS

AND SHOP DRAWINGS TO BE SIGNED/SEALED BY A NEW JERSEY

LICENSED PROFESSIONAL ENGINEER.

SANITARY SYSTEM TO COMPLY WITH ALL REQUIREMENTS OF

N.J.A.C. 7:9A "STANDARDS FOR INDIVIDUALUBSURFACE SEWAGE

DISPOSAL SYSTEMS", LATEST EDITION.

BOUYANCY CALCULATIONS SHALL BE PROVIDED BY CONTRACTOR

FOR TANKS.

COORDINATES PROVIDED ASSUME TANK DIMENSIONS SHOWN IF

TANK DIMENSIONS CHANGE, PIPING LAYOUT.

7. IF 36" COVER CAN NOT BE MAINTAINED, CONTRACTOR TO PROVIDE

INSULATION PLAN AND OBTAIN GOVERNMENT APPROVAL PRIOR TO

INSTALLATION.

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

w

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CJ <(

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w<( :2: 1-z Cl) w Cl z i= a.

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ID

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PLATE

REFERENCE NUMBER

C-15

SHEET 16 OF 60

z (9

Cl)

UJ

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A

I CONTROL CIRCUIT I

~L~ ~

---- ~o-~--~---- ---- ---- ------- ---- ---- ---- ---- --{___ -~-R1 ____ J-1 I

LSH-1

H ~----~ I

CR2

LSHH-1

CR3

111.0.

~--<H R )i>---<11

,._ _ _,,~LSL-2,._ ________________ __;--:-:-~-~~

LSH-2

CR5 H ~----~ !

OFF

01\1 AUTO CR1

-----:r~~~~-------------------------------- ---1~ ___ c __ R_G_~~-l "V; A '5l 5,1

~--(!{/> Rl;~-- V

MS1

N.O.

i i MS1 Aux CR2 y r---1 N.0.----<I 111.0.

OFF

0111 AUTO

CR1

111.0.

' i MS2 Aux CR2

[ ___ ~ f-------1 ~--------- N.O. N.O.

---------fl..... ~. ·------------------------------------------------------------------

OFF

0111 AUTO

CR4

MS3

! CR5 1\1.0. 6 I

I MSI A1-lu111_x_o-.--1I 1-111-.-0-. ------<!\;~~

OFF

Olli AUTO

CR4

"'--+-"' _______ _,___ ---- ---- --~ f------ ---- ! 1\1.0.

' i MS4 Aux C R5 y 1---l 111.0.---11 N.O.

l

DOSING TANK 1 RELAY

LOW LEVEL - PUMP OFF

DOSING TANK 1 RELAY

HIGH LEVEL -PUMP ON

DOSING TANK 1 RELAY

HIGH HIGH (ALARM) LEVEL

DOSING TANK 1

HIGH LEVEL ALARM

DOSING TANK 2 RELAY

LOW LEVEL - PUMP OFF

DOSING TANK 2 RELAY

HIGH LEVEL - PUMP 0111

DOSING TANK 2 RELAY

HIGH HIGH (ALARM) LEVEL

DOSING TANK 2

HIGH LEVEL ALARM

PUMP P1 MOTOR STARTER

PUMP P1 ON

PUMP P2 MOTOR STARTER

PUMP P20N

PUMP P3 MOTOR STARTER

PUMP P3 0111

PUMP P4 MOTOR STARTER

PUMP P4 01\1

FROM PUMP HOUSE PANEL PP-1

) 60/3 ) 60/3 ) 20/3 ) 20/3

***SAFETY PAYS***

I ALARM CIRCUIT I

MS1-0L

1\1.0.

P1 - Leak N.O.

MS2-0L

; 1\1.0.

P2 - Leak N.O.

I

CR?

,-<J(R)r>--_.

/;$ v "'-

C R9

CR10

AUTODIALER

N.O. CR6

N.O. CR?

lll.O. CR8

N.O.

CR9

1111.0.

COMMON

CR10

N.O. CR11

--- ---- ----1 1----- ---- ---- ---- ---- ---- ------- ---

1\1.0. CR12

N.O. CR13

--- ------- ---- ---- ---- ---- --1 1------- ---- ---- ---- ----

N .O. CR14

IN.O.

COMMON

CONTROL CIRCUIT DIAGRAM 1

CALE: NT

MOTOR

STARTER/LOCKABLE

DISCONNECT (TYP)

NON-FUSIBLE

PUMP HOUSE

I

E-9

NOTES:

1. MOTOR OVER CURRENT PROTECTION

TO BE IN ACCORDANCE WITH NFPA 70

(NEC) LATEST EDITION.

PUMP P1 OVERLOAD

PUMP P1 OVERLOAD ALARM RELAY

PUMP P1 LEAK

PUMP P1 LEAK ALARM RELAY

PUMP P2 OVERLOAD

PUMP P2 OVERLOAD ALARM RELAY

PUMP P2 LEAK

PUMP P2 LEAK ALARM RELAY

PUMP P3 OVERLOAD

PUMP P3 OVERLOAD ALARM RELAY

PUMP P3 LEAK

PUMP P3 LEAK ALARM RELAY

PUMP P4 OVERLOAD

PUMP P4 OVERLOAD ALARM RELAY

PUMP P4LEAK

PUMP P4 LEAK ALARM RELAY

AUTODIALER WITH 10 INPUTS (MIN)

DOSE TANK 1 HIGH LEVEL ALARM

DOSE TANK 2 HIGH LEVEL ALARM

PUMP 1 MOTOR OVERLOAD ALARM

PUMP 1 MOTOR LEAK ALARM

PUMP 2 MOTOR OVERLOAD ALARM

PUMP 2 MOTOR LEAK ALARM

PUMP 3 MOTOR OVERLOAD ALARM

PUMP 3 MOTOR LEAK ALARM

PUMP 4 MOTOR OVERLOAD ALARM

PUMP 4 MOTOR LEAK ALARM

(3) #1 AND (1) #6G IN 1 t"c-Ct---J L---+>-(3)#4+(1)#8G IN 1"C I

DOSING TANK

2. MOTOR OVER CURRENT PROTECTION

SHOWN IS BASED ON NOMINAL PUMP

MOTOR RATINGS. FINAL OVER CURRENT

PROTECTION SHALL BE BASED ON

SELECTED PUMP MOTOR RATING.

P-1 P-2 P-3 P-4

SEPTIC PUMPS WIRING SCHEMATIC

SCALE: NTS

***SUPPORT VALUE ENGINEERING - IT PAYS***

jALARM HORN CIRCUITj

PUSH TO SILE Ill CE I

CR1.55 ~ i:

r----tp-----~--t--r--~' ~ !N.O. i

N.C. I

ALARM HORN

CR7

'"I N-.-0-.-----..,+~------•·· ... _ __...,.__--<

CR!! '1',! CIR15

lc-N-.0-.__,,~-< N.O.

CR15 HORN RELAY

ALARM SILENCED

CR9

I N.O. CR10

I '

·N.O. NOTES:

CR11

I N.O.

1 Control Schematic provided to convey basic logic only.

CR12 I

I ' i

~R13 'N.0. !

-----------1 -------------------------------+

N.O. CR14 !

I I !

-------------------------------! 1-----------J

·N.0.

Treated V\fell VVater

From Pum House

2 System Control Panel designer/Manufacturer Responsible for Final Panel Design.

3 Control panel shall meet requirements of NEC 409 and UL 508A

TOILETS /". - .. - .. !''ff.!dll· ·- .. - .. -~

URINALS

SEPTIC TANK SEPTIC TANK DOSING TANK 1

2 . . FORCE MA.IN FORCE MAIN

---------------------- ------------------------ LSHH-1 ~ .......... ···i ......_" 0 ..... " • "" ..... 0 • ..... • • ...... •".....,"" • • .... • •.....,. ~

I MEDICAL BUILDING SINK

! AND TOILET (1 EACH) SEPTIC TANK LSH-1 ~

5 P1 LSL-1 J P2

! ! 10-Hp', ,,/10-Hp ' I BLACKWATER SYSTEM I ......... 6 9 - Ol 0 ,__a• - II Ol - 0 0 Ol - 0 a....,_•'° - Ol 0 ...,_ Ol 0 ,.,_II• - 0 Ol __,, 0 ....... D II ........c .. 0 - Ol 0 -- II 0 - 0 IO ....... •~ - 0 II ......... I> 0 ....,_ ~ • -·

I I : i I GREYWATER SYSTEM I

SHOWERS 1 !

[-,o~~M_P~H()l)c>E~()\AfE_RP_J1NEL_~P_1J- - - - - - -1- - - - -1-:

i I I TO PUMP HOUSE CONTRO! PMJEL l•••••••m•••••H•-H•H•••m•••••••••••••••1 :

I I _,L __ s_1N_K_s _ __.__, SEPTIC TANK

SEPTIC TANK

5 I ~ I i I

DOSING TANK 2 I :

:••••• .. ••• ••• ; I

LSHH-2 "'i 1

PUMPS P1 - P4; OPERATING CONDITION

LSH-2 ~ "'; ~;S;:B·U-;O·~ ~; • -D;~;;~~TIO~ ~; •,\

LSL-2 J ~-41r+-t:-t1 01,Tllll-FlRR;;_~"'F"F~Flnf

EACH PUMP Hl\S CONTROL SELECTOR SWITCH: I 3-Hp ', ~ 3-Ho i I

PU~JIP "ON", ''OFF" or "A.UTO" PUMP ··ow -MANUAL ON

PUMP •'OFF•· · MANUAL OFF

PUMP •'AUTO•·

•ON at LSH •OFF at LSL

NOTE: TANK HIGH LEVEL ALARM at LSHH

___________ ,,_,_,_ _______ __,_ I

I I

'- - - - - - _ ..! I l . .......... ........, ..

LEACHFIELD PROCESS FLOW DIAGRAM 3

SCALE: NTS E-9

US ARMY CORPS

OF ENGINEERS

LOUISVILLE DISTRICT

fg LI..i .. 0 ~ d 9 .. ~ zO:::ci o 1--0z }".~ 0 '<'""" t- 0:::

0 ci; a': () " ··~1-ow "~ ~~z~om~~ <LOO~O:::r-<Cx Do0>0...«>U><

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ID [!'.

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I- (f) u_J w- _J~

UJ UJ

uo l-a...

UJ

(f)

PLATE

REFERENCE NUMBER

E-9

SHEET 60 OF 60

z (9 en w

"<ft.

0 .,