HomeMy WebLinkAbout0048 HALLETTS LANE - Health 48 HALLETVn
S -
A=
0 C)o GA L_I-0
SOIL TEST PI T DATA
ram) S D HASH _� I
b P o S STONE I NO I CA TES CA TES
5 S'U b 7 .CO '�a 3/4 - l l/2' PERCOLAT ION
O D I�� WAS ED I
Kj STONE
57•' 68.93 BARNSTABLE i\iD. r- _
4' PVC 3' �' 3' TPA' TPA
SCHEDULE 4O �� GRNO.EL.7 Jr• GRND.EL
55.50 intczcAL. a 5 .95 c. W.EL. tvOlyC
SEPTIC TANK
P�`T
Io' MIN. S'x 5 w�3 5�o}-!E S uaso L
�,� �3 s
i5 V c>"1
IPR/O�F I L . NOT TO SCALE
COARS lC_
DES 1 CAI CR I TER I A INVERT ELEVATIONS : ��o
S �
DESIGN FLOW INVERT AT BUILDING 5S.50
3 BEDROOMS AT I _f(i G. P . D . PER I NVERT I N SEPTIC TANK 5,30
BEDROOM EQUALS*- d G. P. D . INVERT OUT SEPTIC TANK
N o GARBAGE GRINDER INVERT IN 'PUMP GHMG_T% 54 .95
INVERT OUT Fa-SFh���1' + 5 `3 5
12 w:�YFp 63.5
SEPTIC TANK REOU I G`D INVERT IN D I ST BOX -1 3 . 0O _
i 3 BOG. P . D . X 15.0X _GAL . INVERT OUT D I ST BOX Z DATE: 9
SEPTIC TANK PRQV.I DED 1000 GAL °INVERT I N LEACH PIT TEST BY: M�GI1 tJ�r�rrlGl +�.F- '
• � 2 • 6 O
SIZE OF LEACHING ACILITY BOTTOM OF LEACH PIT
8, 3 WITNESSED BY. 3• b LS h!by t tit 6
' REQUIRED 33 C;—GAL/DAY PERC. RATE: 2- MlN%JNCH
DESIGN PERC RATE = 2 MIN/INCH REV I S I PROPOSED SEPTIC DESIGN
ONS
• y � LOT 1, HALLETTS LANE,
I PROVIDED 1 _P I T( S ) W/ 3 STN NO. DATE REVISION
BARNSTABLI� HA.
SIDEWALL 13 S.F. X2•S -345GPD — —
I BOTTOM 1 1 3. , S.F. X 1 . O a 1 1 3 GPD — —4 �,�clS StIRVRriRc �,�cl y�SRlNc, l yC.
! TOTAL 2 5 I : S.F . 4 GPO —� 441 ROO'YB !90
SQir di!ch. lVe. OPS6d,
JOB NO. F I El_O - CALC: ORN CF-ECK SFfET 2 OF 4- 0-11 -
RAL NOTES FOR PUMP SYS CH
PROPOSED SYSI'EWHEAD CURVE HAS THE FOLLOWING CHARACTERISTICS:
? G 0-V
_ .
CONa yr rHRU PUMP CHAMBER' SEE DE Tan PRE OSEO F/N/SH
Q (G.P.M) FT FAR PGwER LINE B FLOAr , • �AOE EL.=
CONTROL' �j
0 2 Z• P/PE TO Be SECL<`7E0 AT rCP AID e -
10 2'z .rj AM BOTTOM OF PUMP CNA SEER ' :•: LAY PIfL�LEVEL UNTIL MIN.2'COVER
20 2 . 3 0 4'�0 PVC. SCft 40 FRAM CAN BE ArAINTA/NEO.
30 O SEPTIC TANK = t, g` 2"�SCX 40 P.V.C THREAOEV P/PE
40 Zr.. 0 MERGZA4Y FLOAT LEVEL CONTROL • NOT DIP G4LV. 4/O MAC?1/NE CHAIN.
50 �,2O (.TYPICAL.OF3I
EMERGENCY STORA I-;Cl VOL.=Z SAL. a
B) THE SEWAGE PUMP INSTALLd::D SHALL MEET THE FOLLOWING RDDUIREMENTS. O0 ° CHECK VALVE ON
1. HAVE A CHARACTERISTIC. CURVE WHICH PASSES THROUGH THE SYSI'EWHEAD PWp O rIv ON ON EL.L. "J.^'A'S a FORCE,4L4/N
CURVE AT ANY POINT Br-T-WEEN 1 0 GPM TO E50 GPM.
2. BE NO -OVERLOADING'ACONG THE ENTIRE PUMP CURVE. • , °.
3. BE SINGLE PHASE, 115 VAC. PLAIPA`FEL. ;
BOTTOM OF CHA"NBER
4. START AND STOP AT TH,. ELEVATIONS SHOWN CN THE DRAWING. :: 6 .'•'
5. THE PUMP AND MOTOR.ARE TO BE BUILT BY THE PUMP MANUFACTURER. THE a _a6""M/N "--%,rD STAKE
COMMON SHAFT WILL B`: STAINLESS STEEL DESIGNED FOR EXTREMELY
DIFFICULT SElg1GE PUt1[VING SERVICE. NO SUCTION SCREEN OR GUARD IS r
/ PUMP CHA V&-R Df rA/L, N rS'
REQUIRED.
6. THE MOTOR SHALL BE COMPLETELY OIL FILLED AND OVER LOAD PROTECTED. /
'SINGLE PHASE MOTOR SHALL BE OF THE PERMANENT SPLIT CAPACITOR 7
DESIGN THRUST BEARING' SHALL BE OF THE BALL TYPE AND RADIAL
BEARING SHALL BE SLEEVE TYPE WITH PERMANENT LUBRICATION-
7. P MECHANICAL RUNNING IN OIL-FILLED CHAMBER
PUMP SHALL HAVE A ME.N�,NICAL SEAL UNN
PLUS AN EXCLUSI(xl LIPSEAL IN FRONT OF MECHANICAL SEAL IMPELLER
SHALL BE TFxO VANED V IRON WITH PRESSURE VANES ON BACK SIDE.
C�i'iT
IMPELLERS SHALL PASS 1 1/2 INCH SPHERICAL SOLIDS.
8. PUMP DISCHARGE SKALL UE 2 INCHES. PUMP SHALL HAVE A SUITABLE
HANDLE OR RING FOR EASE OF INSTALLATION OR REMOVAL. PUMP SHALL
HAVE THREE EQUALLY SPACED LEGS, INTERNALLY THREADED TO RECEIVED
3/4" DIAMETER PIPE, GIVING FLEXIBILITY IN LOCATING PUMP ABOVE
BGI-'--P OF BASIN. PUMP SUPPLIED WITH 5 LEGS AS STANDARD.
LLTAIL PU.VP OUTSET+ A,.rS
C) CONTROL PANEL .
2" THREACEO -IIPPL E
1. FURNISH AND INSTALL AN AUTCf-iATIC LIQUID LEVEL CLNTRoL IN STD..GALY.UN/ON,2"�
COMBINATION WITH A :SIMPLEX PANEL COMPLETE WITH PROPERLY SIZED
CIRCUIT BREAKER WITH.- HANDLE INTERLOCK TO DOOR, HAND OFF
AUTOMATIC SWITCH FOR PUMP. MAGNETIC CONTACTOR, DOOR MOUNTEDDRESSER:CfTG
RESET, ALL PROPERLY 'HOUSED IN A NEMA 1 ENCLOSURE, MERCURY FLOOD l: + STYLE iB
LEVEL CONTROL WITE3 '(RTBREAKABLE STEEL SHELL MERCURY SWITCH IN rAQilFACEOELSOW 2`�O SC/i 40PVC. S7i!.224/.Q4Pi
POLYURETHANE FOAM.
2. FURNISH AND INSTALL ONE HIGH WATER ALARM TO PROVIDE B07H AUDIBLE a : .•'� '
AND VISUAL ALARM. pLARM SILENCER BUTTCN .IS PROVIDED TO SILENCE e ' CAYTRAGrO4TOfIROV/0.�.
THE AUDIBLE ALARM, AND VISUAL ALARM REMAINS LIGHTED UNTIL WATER 2 � SOH.40THR£ADfD wATER7X4lT CO,YNECT/AY.CEI/ENT
LEVEL RECEDES. P,V.C. PIPE !_"P A :� T,BEACCEP.TE17.
lrrP a 1'
i .
� \
7-7
1 SP3R-ZdON
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9 'O0T „ 00,1-l o.CS N
/1 ,/ TOWN OF BARNSTABLE
LO(ATIOiv 7 57 Y4141l1S loq btff SEWAGE#
VILLAGE -I9r l/S ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. C� /
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER e ILL f� 2�1.z
PERMTTDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
I
y
3
� r
TOWN OF BARNSTABLE
LOCATION # ! _SEWAGE # ,F7 �
VILLAGER � ASSESSOR'S MAP Cz LOT
INSTALLER'S NAME 6z PHONE
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) ;Z,f�. (�G�D (size)
NO. OF BEDROOMSPRIVATE WELL OR PUBLIC WATERy
BUILDER OR OWNER
I� DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:: l =3 ( G
VARIANCE GRANTED: Yes g - �
pBOR
o7 _ L1 0
r
C7 ry
i
�: fig--•�__..
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
T o w u--.----.....OF....a.A.fY4fpB...LE.........................................
Appliration for Disposal Works Tonstrnrtion Prrmit
Application is hereby made for a Permit to Construct ( ) or Repair X an Individual Sewage Disposal
System at:
....HA44 T.-.s.......-Ate...................••........ .........L-o,T......3=...............................................................
j, cation-Addres or Lot No.
--- •---
W
Address
ne _._...-•........................
Installer Address
UType of Building Size Lot....Z QQ.Q-.Sq. feet
1-4 Dwelling—No. of Bedrooms..... ...................................Expansion Attic ( ) Garbage Grinder (1��
Pk Other--Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Q' Other fixtures ---------------------------•-•-- .
W Design Flow.............5.5-....................gallons per person er day. Total daily flow.........�i.75.!....................gallons.
WSeptic Tank—Liquid capacity.1.00aallons L Diameter................ Depth..........
Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.........t.......... Diameter...l.7.t....... Depth below inlet'-!.-.._1... Total leaching area.Z-e5'3.....sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
'-' Percolation Test Results Performed by.R.. ��. l ,e? }.�.-. .. Date_..__'__J�.:.� 1
aTest Pit No. 1...... -....minutes per inch Depth of Test Pit---- __.. Depth to ground water_W_0.kA.?_-.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a0.. 2 .... ---••-•--•-•--••••-••.....-•-•.......................•---...----
O Description,of Soil........ -----5—AIL4__.'n._.- -
V .--------------------•-----..........--•......................................................................................................... ---------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
---.......................................•..................................................................................... --•---------------------------------------------...............--••--.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLi: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has be ' s ed by h bo�Ilal.thh.Signed_..... •--•--•-•-- .. ----- --------- ------------Da.------•--------
;- Date »'
Application Approved By.•-------- ......=- �=" .;'� ------•• ^`7!/__ _I
Date
Application Disapproved for the f o owing reasons:.............................................................................................................
.................................•-------•---------•----------------------•----------------------------..._.....----------------------...--------•-----------------------•------•-------•---•------------
Date
PermitNo..... ::. i ------------------ Issued.....................................................
Date
C/
No-0.1. Fim ..........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD "OF HEALTH
.............OF.....16*A.514�fA'%L!W�.......................................
--- ---- ---- ...
Appliration for Disposal Works Tonstrurtion ranfit
Application is hereby made for a Permit to Construct or Repair (X an Individual Sewage Disposal
System at:
' L 4- KI t LO -1
..................... .........................;......................... ..................................................................................................
L ti or Lot No.
...................... ............................................ ...............................................
..........................
Wner
...........................
...................................... ............................................ ess................................................................
Installer Address
Type of Building Size Lot.....Z-3,00!2.Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder
Other—Type of Building ............................ No. of persons............................ Showers Cafeteria
Otherfixtures ......................................................................................................................................................
Design Flow..............IS 5; .................gallons per person per day. Total daily ..............................gallons.
............. r...........33c)
1:4 Septic Tank—Liquid capacity.1094allons Diameter---------------- Depth................
Disposal Trench—No. .................... Width.....___.._.._._._..
Total Length._........_ Total leaching area....................sq. f t.
Seepage Pit No..........(-__-__-_-. Diameter....).7.......... Depth below inlet..3..... ........ Total leaching area.Z.....5....I....sq. f t.
Z Other Distribution box Dosin tank
14 Percolation Test Results Performed byJ. '1 P, W.C1. j�y C7� Date__. ......15 . . .........
m_ H.ui e-. .........
Test Pit No. I...... ....minutesperinch Depth of Test Pit.....tz........ Depth to ground water..)11_0.N1J...
Test Pit No. 2................minutes per incli--, Depth of Test Pit__:_____---_____-_-- Depth to ground water______........_......__.
��
a ?
.,.. I— `�_N...........4 S.U 0.121...............................................................
k — . so) --------------- ts
0 Description of Soil...... �A._ _(.......... ...........
7 ......... ............................................................................
---------- ----------------------------------------*------------------------------------------------------------------------------------------*------------------------------------*----------
...................................................... .................................................................................................................................................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
........................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by eboarA of 1 x lth.
Signed........... .... .. .. ::;.... d
V................. ............................ .. ,
......
Date
Application Approved By•---•-•--- f ......
Date
Application Disapproved for the S:................................................................................................................
Date
PermitNo...... .................. Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...... ....OF............... .................................
Trrtffiratp of Toutphaurr
THIS IV TW�dividual Sewage Disposal System constructed or Repaired
by...............A...... . .... ................................................................................................................................................
IiWtaller
at.............L_CZ�f_l......... ......... .....................................................................
has been installed in accordance with the provisions of TIT IF, 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.. .......I/--- .... dated.................................................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.........OF.-__ ...............................
5.S FEE........................
ion rrnti�
Permission is hereby granted...........T 3-7: ....................................................................
to Construct or Repair (,se an Individual Selurae Disposal System
atNo............ ........ .......... ................................
Street
as shown on the application for Disposal Works Construction Permit Nzksc Dated--------/ .......................
....................... ......
-----------------
...................... --------------------
DATE--------------- ............. .......................... ....... B I oard of Healtt
h
FORM 1255 Ho &';)REN, INC., PUBLISHERS
I
AR
ffis' *�'N!"
A \ 000 GALL-LdN IN. o�e�. TEST Pe T DATA
g� 6!r to S s �PT1 G oi��e-AWASH
STONE' ND I CA TES l ND l CA TES
Q Zz ►� 314 - l I��2' ERCOL AT I ON OBSERVED
7 Go 60 Ti I . WASHED 9 TEST GROUNDWATER
STONE
57"' M 68.93 BARNSTABLE NO: P- 73g9
,.
4` PVC 3' Co 3' TPa TPA i
SCHEDULE 40 GRND.EL.-7 S. GRND.EL _
j 55•SO 1npyn GAL. � 54g5 G. W.EL. WONC G.W.EL. -
i 3 SEPTIC TANK'
41
to' MIN. Cj'X 510,
w/ 5`�oN
xG'N1GN ` 2 SUBSOIL. �3.5 I
c!•1 ��I��
j ( PROFILE : NOT TO SCALE ^`
®ES 1 CN CR I TER 1 A : INVERT EL.EVAT I C
I
DESIGN FLOW : INVERT AT BUILDING :
BEDROOMS AT 110 G.P. D . PER INVERT IN SEPTIC TANK 15 5•30
BEDROOM EQUALS 33 O G.P. D . INVERT OUT SEPTIC TANK
cy INVERT IN PUM t-' CHt� 54 .9.5
� _ GARB AGE GRINDER
j µ0
INVERT OUT IUcirc-1uf-R
I2 w�TER 63•�
SEPTIC TANK REQU I RED :4 9 5 INVERT IN O I ST BOX -13 .00
�3 G.P.D . X 1507. GAL. �z .&0 DATE:
INVERT OUT D I ST BOX . :
SEPTIC TANK PROVIDED t 000 O GAL TEST BY:R•MAGI Nit=vt�G� �'�
INVERT IN LEACH PIT : 7 2 • 6 Ow
SIZE OF LEACHING FACILITY
BOTTOM OF LEACH PIT G 8, 193 WITNESSED BY:�• D�sc�l8yt>z`16
PERC. RATE: 2 M I N/I NCH
f' REQUIRED : d GAL/DAY
I DESIGN PERC RATE = Z MIN/I NCH PROPOSED SEPTIC DESIGN
REV I S I ONS LOT 1, HALLETTS LANE,
IPROV I DED 1 - 4� P I T( S ) W/ 3" ' STN NO. DATE REVISION BARNSTABLZ MA.
S I DEWALL 13 8 S.F. X Z•S _34 S GPD --
BOTTOM > > S.F. X • 0 n 1 1 3 GPO -- ,r,fczs svRycrfh'c a sNcmenflNc./Nc.
TOTAL 2 5 I S.F. 4 GPO 44l RvaYe 180
saadi!ch, Ala,. M$J
JOB NO. FIELO : CALC: ORN CHECK SH= 2 OF 4 (508f 888-0669
GENERAL NOTES
t�oU T CALCULA710q
i . THIS PLAN IS FOR THE DESIGN AND
CONSTRUCTION OF THE SEWAGE DISPOSAL
FACILITY ONLY. 2441
X 50 = �2.5� O.1C .
2. ALL CONSTRUCTION METHODS AND
MATERIALS FOR THE SEPTIC SYSTEM
SHALL CONFORM TO MASS. D .E. O.E. j
TITLE 5 AND LOCAL BOARD OF
HEALTH REGULATIONS. I
i
3. ALL SEPTIC SYSTEM COMPONENTS LOCATED
i
UNDER PAVEMENT SHALL BE DESIGNED TO {
WITHSTAND H-20 LOADING.
4. ALL SEWER PIPE SHALL BE SCHEDULE j
40 OR APPROVED EQUAL. 1
5 . BEFORE CONSTRUCTION CALL "DIG-SAFE" �
1 -800-322-4844 FOR LOCATION OF I
UNDERGROUND UTILITIES.
6. VERTICAL DATUM IS : N GY D I
7. BENCH MARK USED i o�rU dF SA NbW�GH �I
a�►.a�� t o2 �.L.. ►ti 5 . S4-
8. FOR BENCH MARKS SET SEE SITE PLAN.
i
9. E)ttS-j-��sG CESSPOOLS �'0 8E �u��'E�
Gt,�N � F�LL>G'b V�l1YN S/�1Jb
I
SHEET 3 OF
s y
GENERAL NOTES FOR PUMP SYSTEM C.1 . 5 RA t-)E
1 G O `!E-4rZ
A) PROPOSED SYSTEM/HEAD CURVE HAS THE FOLLOWING CHARACTERISTICS: _
CONa4T THRU PUMP CHAMBER= SEE DETAX PROPOSED F/N/SH
0 (G.P.M) FT COR POWER LINE 6 FLOAi �j • 6„ B„ ° &9ADE EL.=
Ra
0 2 2. P/PE TO Be'56a 'ED AT TOP A11O a TO D-BOX
10 2 .15 O ANO BOTTAN OF PUMP CHA.S�ER :: LAY PIPE LEVEL UNT/L M/N.2'COVER
O a CAN SE MA/NTA/NED.'
20 2. 4"0PV.C. SCI•I.40 FROM
30 SEPTIC TANK A3 2'�#SC..40 P.Y.G THREADm PIPE
40 2ro. 0 MERCURY FLOAT LEVEL COTROL ° HOT DIP GALV. 410 NACHIWE CHAIN.
50 (TYPyCAL,OFJ) C�
EMERGENCY STORAGE,VOL.=ZS�I(;AL. s
B) THE SEWAGE PUMP INSTALLED SHALL MEET THE FOLLOWING REQUIREMENTS- ALARW ON EL •CO °. - - *CHECK VALVE ON
1. HAVE A CHARACTERISTIC CURVE WHICH PASSES THROUGH THE SYSTEWHEAD PUMP ON EL. J 4 + FORCE MAIN
CURVE AT ANY POINT BETWEEN 10 GPM TO 50 GPM. _
2. BE NON-OVERLOADING ALONG THE ENTIRE PUMP CURVE. . PLAIP OFF El. •" + '
3. BE SINGLE PHASE, 115 VAC. 5�. BOTTOM OF CHAMBER
4. START AND STOP AT THE ELEVATIONS SHOWN ON THE DRAWING. :: 6 .'.': • •.
5. THE PUMP AND MOTOR ARE TO BE BUILT BY THE PUMP MANUFACTURER. THE _o _� i9 WASrIEDSTGWE .
COMMON SHAFT WILL BE STAINLESS STEEL DESIGNED FOR EXTREMELY �I/-ICI
DIFFICULT SEWAGE PUMPING SERVICE. NO SUCTION SCREEN OR GUARD IS / PUMP CHAAIM RETAIL, NT-S,
REQUIRED.
6. THE MOTOR SHALL BE COMPLETELY OIL FILLED AND OVER LOAD PROTECTED.
SINGLE PHASE MOTOR SHALL BE OF THE PERMANENT SPLIT CAPACITOR
DESIGN THRUST BEARING SHALL BE OF THE BALL TYPE AND RADIAL
BEARING SHALL BE SLEEVE TYPE WITH PERMANENT LUBRICATION.
7. PUMP SHALL HAVE A MECHANICAL SEAL RUNNING IN OIL-FILLED CHAMBER
PLUS AN EXCLUSION LIP SEAL IN FRONT OF MECHANICAL SEAL IMPELLER
SHALL BE TWO VANED CAST IRON WITH PRESSURE VANES ON BACK SIDE.
IMPELLERS SHALL PASS 1 1/2 INCH SPHERICAL SOLIDS.
8. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHALL HAVE A SUITABLE
HANDLE OR RING FOR EASE OF INSTALLATION OR REMOVAL. PUMP SHALL
HAVE THREE EQUALLY SPACED LEGS, INTERNALLY THREADED TO RECEIVED
3/4" DIAMETER PIPE, GIVING FLEXIBILITY IN LOCATING PUMP ABOVE
BOTTOM OF BASIN. PUMP SUPPLIED WITH 5" LEGS AS STANDARD.
C) CONTROL PANEL LLFTA/L PY/A/P OUTLET+ N.T.S.
2'0 THREADED NIPPLE
TIC LIQ
UID LEVEL CONTROL IN
I H AUTOMA A 1. FURN S AND INSTALL AN QU STD_G LY.UN ION 2"
COMBINATION WITH A SIMPLEX PANEL COMPLETE WITH PROPERLY SIZED
CIRCUIT BREAKER WITH HANDLE INTERLOCK TO DOOR, HAND OFF
AUTOMATIC SWITCH FOR PUMP, MAGNETIC CONTACTOR, DOOR MOUNTED
RESET, ALL PROPERLY HOUSED IN A NEMA 1 ENCLOSURE, MERCURY FLOOD T '.: STYLE•is
QO.4AWAVED ELBOW P"�SCK IOPYC.
LEVEL CONTROL WITH UNBREAKABLE STEEL SHELL MERCURY SWITCH IN 5CH
POLYURETHANE FOAM. o1fC. FI(
2. FURNISH AND INSTALL ONE HIGH WATER ALARM TO PROVIDE BOTH AUDIBLE a : ..'e '
PRL
AND VISUAL ALARM. ALARM SILENCER BUTTON IS PROVIDED TO SILENCE - s' CCWrRACT04 TfrCrIt►'IQ`'
THE AUDIBLE ALARM, AND VISUAL ALARM REMAINS LIGHTED UNTIL WATER 2"B SCH.40THREADm - M'ATL�RTJd/T COAWECT/GY1!CEMENT
p V C.P/pr �--="'. : T BE ACCEPTED,
LEVEL RECEDES. trYP ACC, [ �TOW).
SheeT 4 0F 4
TOWN OF BARNSTABLE - -
L�
�q ( I?a'
LOCATION 11 P MILL C LEIS L`nI SEWAGE #
VILLAGE 1442$760JS iA/CL k ASSESSOR'S MAP & LOT 0(* OQ41
INSTALLER'S NAME&PHONE N0AL Fv c(.E 4-
.� SEPTIC TANK CAPACITY 1000
LEACHING FACILITY: (type) L f t'� P d�- (size) S
NO.OF BEDROOMS 3
BUILDER OR OWNER Ni f c Hfir-- .
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands�Jexist
within 300 feet of leaching facility). Iu_` . ��y'vec� _ Feet
Furnished by
l
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t
IpQ
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LOT
S.F. •` l y y
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NOf7THEAST COH, OF S
E/JTAANCE OF HOUSE
ELL = 57.04 N.G.V
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