HomeMy WebLinkAboutSeptic Design - Plans - 1615 OSGOOD STREET 7/11/2005 • 25 APRIL 2002 GROUND ELEVATION: 100.8 Ct
P'IT L+ '1
CWA 1385 REALTY TRUST
NOTES TEST OBSERVED TER LEVEL: N/A B'C�iTOM ELEVATION: 93.�3
ESTIMATED SHW: 28 ESHW ELEVATION: 98.500
.
FORMER. SERVICE � GENERAL NOTES:
STATION TEXTURE SOIL CLOR SOIL
GMZ REALTY DEPTH FROM SOIL SOIL
SURFACE (IN) HORIZON' (USDA) (MUNSELL) MOTTLING NOTES ..
TRUST 1. NO GARBAGE DISPOSAL SHALL BE USED WITH THIS SYSTEM. ,.
a
GRACE K.
GIN�G TREE ffi
M SCHETTO ui
O D THAT THE SEPPTIC TANK BE PUMPED OUT EVERY THREE TO �, ,�
2. �' IS RECOMMENDS {
REALTY TRu'S1` ZOCCO FNE YEARS. PUMPING FREQUENCY IS A FUNCTION OF USE, HOWEVER, AND VARIES '" 2 PAVEMENT
GEORGE J. AL DEPENDING UPON THE APPLICATION. SYSTEM ADDITIVES A"RE NOT NECESSARY OR ,�
TR FAR 1 GRAVEL BOARD�� E Lw�w
,.- RECOMMENDED. z
2 4 FILL GRA � �"� � ._
0 SPEC REAL - MEDIUM SAND
O MASON-DIXON TRUST 3. SEPTIC TANK, PUMP CHAMBER, VELOCITY REDUCER, AND D BOX SHALL BE
14" 2 * FILL
w� ._ ;�" * * NAME,-—
REALTY TRUST � CHRISTOPI�iE CONCRETE SYSTEMS INC. CSI OR EQUIVALENT. -. SILT 2,5 Y 5 3 � 2B I °„;" � :.... ��..� ����,���°� ; ...M��.
INS" Ica
GEORGE A. V. ADAM'S. T 10 YR 5/8 ,�-
STELLA, TR 4. SEPTIC TANK, PUMP CHAMBER, AND D--BOX SHALL BE SET LEVEL ON A 2.5 Y 6/3 ��� �, ��� �� :,. � � � " co
TWO-FAMILY DWELLING MECHANICALLY COMPACTED BASE. IF SEPTIC TANK IS PLACED IN FILL, PROPER "
COMPACTION IS REQUIRED TO ENSURE STABILITY AND TO PREVENT SETTLING; NATIVE � C3
1 % .- ,.� ,
: ,.. GROUND WITH A SIX INCH STONE. BASE IS OTHERWISE ADEQUATE. 0 �
' SPEC REALTY TRUST
t , , C'HRISTOPHER AD , TR
- � 5, INSTALLATION AND MATERIALS SHALL CONFORM TO MASSACHUSETTS AND LOCAL
DATE: 22 AUGUST 2002 GROUND ELEVATION: 102.1
, p ,
CODES.
5 WIDE ACCESS/ OBSERVED WATER L.E,VEL. N/A BOTTOM ELEVATION: 83.1 ,
UTILITY EASEMENT 6. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL CONSIST OF SELECT ���� �I� LOG � I
ON-SITE OR IMPORTED SOIL MATERIAL THE FILL SHALL BE COMPRISED OF CLEAN
ESTIMATED � ESHW ELEVATION: � . n. ���
MIXTURESGRANULAR
FREE OF DIFFERENT CLASSES OF
N N SO SHALL N OTC BE USED. ORGANIC MATERIAL R�SHALL NOT CONTAIN ANY MATERIAL DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL NOTES
�, USING A �. SIEVE, SHALL BE SURFACE (IN) ' HORIZON (USDA) (MUNSELL) MOTTLING � b
LOCUS MAC" N .T.S. SITE MAP C� INCHES. A SIEVE YSIS, USI
LARGER THEN TWO
ATIVE SAMPLE OF THE FILL. UP, TO 459� BY WEIGHT OF
PERFORMED ON A. REPRESENT
AINED ON' THE 4 SIEVE. ANALYSISS BE O* 2* PAVEMENT
THE
FORMMIE SAMPLE
F BE
IO OF THE FILL SAMPLE PASSING THE 4 SIEVE, SUCH
ANALYSIS MUST DEMONSTRATE THAT E MATERIAL ME H OF THE. FOLLOWING 2* 12* FILL GRAVELY SANDY LOAM10 4/4
(5) 4* OUTLETS W SPECIFICATIONS: I
PVC PIPE SEALS 12* 75* C1 COARSE D 2.5 Y 7/3 76* LE, SOME PE (TO 1/2") ty
2" * SIEVESIZE EFF. PARTICLE SIZE X T MUST' PASS * �. * C2 VERY GRAVELY D 10 4' S FRIABLE(1) 4 DIA. IN 4 4.75 m I oox 7�6 -� 10 / p
" J L ® r 100 0.15 m O - 20X n N
2 0.075 m 0x - 5x
7. SEPTIC NE S BE DOUBLEWASHED, AND FREE OF IRON, FIN , AND ION 1 1 6
6 OBSERVED * .
DATE: 22 AUGUST 2002 GROUND ELEVATION: 112
DUST IN PLACE. R LEVEL- 10� BOTTOM ELEVATION:
_ `TEST IT �. * N. 111.2.2
_ ESTIMATED SH : 17 ELEVATION:
f 4' B. THE PROPOSED SYSTEM I NOT LOCATED WITHIN THE FLOOD PLAIN.
I DEPTH FROM SOIL S L TEXTURE 'SOIL COLOR SOIL NOTES
I 9. THERE ARE NO KNOWN WETLANDS IN 100 OF THE PROPOSED SYSTEM. SURFACE (IN) HORIZON (USDA) (MUNSELL` MOTTLING
10. THERE ARE NO KNOWN WATER WELLS 'WITHIN 100 FEET OF THE PROPOSED
l I SYSTEM'.
0* _ 17* FILL LOAMYD � 2.5 Y� 5 f
u o _ _ __ .� 11. PUMP EXISTING TANK. FILL WITH CLEAN FILL OR REMOVE. 17* - 23* A SANDY LOAM' 10 3/ 0 17*
2" 12. THE REMOVAL OF SOIL HORIZONS A do B SHALL EXTEND AT LEAST 5 IN. INTO O 23* 113� C LOAMY SAND 2»: Y 4/ ; �5"R� �8 �E COBBLES
� .
5 1/4 I- - 6 1/2 � THE 'SUITABLE SOIL OF THE C HORIZON.
A►'�iC}N 17° 13. THE BUILDING SEWER 'SHALL HAVE WATERTIGHT JOINTS, BE PLACED ON A
COMPACTE, D IN A CONTIGUOUS GRADE.
�-22LVELOCITYREDUCER .� � DATE: 22 �� 002 GROUND ELEVATION: 103.1,
TEST PIT LOG #4 OBSERVED �A R LEVEL: N/A BOTTOM ELEVATION: 5,3.
CONCRETE STRENGTH SHALL BE 4000 P.S.I. AT 28 DAYS. ESTIMATED SHW. 73 ESHWW` ELEVATION: 7.0
200 DIA, COVER * mm m
PROVIDE A '� AIR SPACE,
WVIRE MESH. , w 777777
1O GAUGE EL OIL RE SOIL C �
ABOVE THE FLOW LINE
STEEL REINFORCEMENT SHALL BE Fac DEPTH FROM SOIL S U ,,` '
-TANK RISER
SURFACE (IN) HORIZON (USDA) (MUNSpa
* CONSTRUCTION JOINTS S BE SEjlED B RUBBER OR EQUAL, AND BE
c
OU TEE (SCH PROVIDE A 3 AIR SPACE WATER TIGHT.
- ) ABOVE SEPTIC TANK 0 ` 2*` PAVEMENT /rrr
WITH INLET AND OUTLET S BE L:„ ON THE CENTERLINE OF THE 'SEPTIC * _ * C1 2+5 Y 6/ MASSIVE4
2t3* DIA. COVER
MANH
OLE.
2 17 FINE SAND
20* DIA. COVER TANK, DIRECTLY UNDER A C� S2
,�5,> 17* -- 3B* C2 VERY FINE SAND 2.5 Y 5/ q
-.�
3B* �- 53* C3 MEDIUM-COARSE SAND 2.5 Y /
t �
;SIREN B E 4000 P.S.I. AT 28 DAYS.
CONCRETE 53 50 C4 SILT LOAM 5 Y 5/6 � RESTRICTIVE (REMOVE)
3"MAX INLET TEE I I SHALL BE PROVIDED A 6 IN. SUMP AND BE WA TIGHT. «,
2„MIN (SCH ) I 50 11 O C5 COARSE D 10 4/ 73 FRIABLE (2 MIN/INCH SOIL)
I ,r' /' I (ICI) O BOX SHOWN FOR ILLUSTRATION ONLY. USE APPROPRIATE BOX AS 5"R 4� 2
-LIQUID � `c 20" 20* 20* (3) 4* DIA. REQUIRED BY NUMBER OF LEACHING LINES.
LEVEKNOCKOUT
* I I INLETS e�
1 I TEST # 1 C TEST N
P C
3'° "WALLS ( )
0
1 4 DI
- - - - - -- - - -- - - -- -
THIS DESIGN RE S REQUESTED FROM THE FOLLOWING REGULATIONS:
_ a _ DATE 25 RIL 2 DATE 22 AUGUST 2002
F PERC 25 + 15 41
cal
DEPTH OF PE RC 15* �- 1+E" - 3�"' � D O * "» *
uj
Cfi O L6 310 CMR 15.405 (1)(1) REDUCTION OF REQUIRED SDK OF BOTTOM OF SOIL � TI -
IN
Lm
ADSORPTION SYSTEM TO ESHWT FROM 5 FT. TO 4 FT. TIME (9 -6-) 84 N TIME ('R*_5� (25 GAL IN B MIN)- SEPTIC •T• « F CHINE DESIGN RATE 28 MIN N DESIGN RATE t 2 MIN/IN
NO D R FACILITY TO SUBSURFACE DRAIN FROM
5.02 REDUCCTION OF REQUIRED SET K O
TO 13,
FT.; AND REDUCTION
N OF REQUIRE102.1
D S 0 K FT.
0F SEPTIC GROUND ELEVATION: 10 B GROUND ELEVATION:
TO SUBSURFACE DRAIN FROM 10 FT. TO 2 FT.
* TANK.., BOTTOM ELEVATION' S 2 BOTTOM ELEVATION: 8.7 �
4 SCH 40 VENT ram.
SOIL REPLACEMENT AREA 4
1 4* SCH 40 PERFORATED PVC PIPE, TYP 7 �
('SEE NOTE �6, SHEET 1) 4* PVC VENT PIPE (1/2.0 ORIFICES)
TIE ENDS VW'TfH 4* SCH 40
WITNESSEDIN TEST PITS BY: JOHN NOO , HEALTH ENT.
,PVC PIPE, PERCOLATION D PERCOLATION N O PELF WITNESSED BR 2002 AN AG , HEALTH INSPECTOR.
5' TYPb
REGISTERED ENGINEER
TEST PITS AND PERCOLATION T PERFO D N DEFORGE, BERG & ASSOCIATES, INC.
i R' TO THE PIT AND PERCOLATION LOGS, ABOVE, FOR THE DATES ON WHICH THE DRAWN BY: C. DI' ANO
4 SCH 40 PVC 4' RE PERFORMED.
* SET � 2' LCALCULATIONSCHECKED BY: P. BERG
SCH 40 PVC PIPE
BASED UPON SITE INSPECTION PERFORMED BERGMAN & ASSOCIATES, INC. ON MAY 25, 2005, ESHWT
PROPOSED 2 RAISED TO ELEVATION 100.74 WITNESSED U1 N SAWYER, NABH.
MAN
(WITH PRESSURE COUPLINGS)
TYPE OFESTABLISHMENT: SERVICE STATION (PRESENTLY RIFF. USE)
FROM PUMP _ 5' 13'
NUMBER OF BAYS: 2
H «IBER r.� DESIGN FLOW: 2 BAYS x 150 GPD/BR - 300 GPD 1/B*-1/2* DOUBLE
450 GPD MINIMUM ALLOWABLE
` � ) WASHED STONE
' PERC RATE USED: 2 MIN/IN SEED II" """
DENT LOADING RATE 0.74 GPD/SQ FT
LOAM AND
EFFLUENT 3 4* TO 1-1 2*
LIAR / ,� R
,/
PROPOSED PLAS C ETE
VELOCITY REDUCER ✓ ��y�9 yw��y FT
DOUBLE-WASHED STONE � MIN BACKFTLL
1V 5R V t 1
4 '�, � Q
REQUIRED:
✓� � MINIMUM LEACHING AREA Q � RETAINING WALL
(ADDITIONAL D-B'OX) ��
SYSTEM DIMENSIONS: 13" x 47� HIND BED
111 SO FT MIN SLOPE 0.02 FT
LEACHING AREA PROVIDED-
PROPOSED GCE
r / PROPOSED 0 040*
i 4° ---� 3 _ �- SEPTIC TANK SIZE: 1,5i4 GAL
I
D-�BOX ,,�, EPDM BARRIER
�w
CALCULATIONS: r Y Y CL.F.AMI FILL (SEE10' M I N
�r NOTE B, SHEET %
,�;
REQUIRED AREA 450 GPD /" 0.74 GPD/SQ FT
ARC
509 SQUARE FEET REQUIRED 'i , i� 'ir:r � i r
4* SCH 40 PERFORATED PVC
PIPE, TYP (1/2-0 ORIFICES)
7Z
PROVIDED AREA 13' x 47'
LEACHING [BED PLAN 3Z 1!1 6 1 -0
11 SQuE FEET LEACHING I I + "I ►
.I N.T.S.
1027 SHEET 1 OF 3
Y o
PROPOSED 1000 GAL PUMP
T ,K (SEE [SET 2 1 C
CHAMBER (SEE DET 2 PROPOSED VELOCITY REDUCER 0
PROPOSED 1800 SEPTIC--- I 'WA LOCAL 1365 REALTY TRUST
I NG FIRE HYDRANT
7377/ (ADDITIONAL D- BOX, SEE DET'. 1/1) ASSESSORS' MAP4 LOT
w
D 4" SCH 4O % F—
PROPOSE' OD
(FIRST 1 O CAST—IRON PIPE) PROPOSED 0.040" EPDM PROPOSED D—BOX (SEE DIET 1/1) •—
FOR BENEFIT OF LOT TEM EASEMENT
APPROX. LOCATION OF ». •BARRIER
ROPOSED SEPTIC �44, APPROX. SIZE
EXISTING SEPTIC SYSTEM, Ff
VERIFY IN FIELD SEE NOTE 2800 SO. FT, SEE NOTE 8) wo
, 11. SH 1) �y�y ryr,� y,� TLOCATION
INSTALL CLEAN- OUT AT GRADIE— ,
,•�, C I
.04 w
......,......»...."(P PROPOSED O " EPDM
RIER (LOT 2 )"
1
106.9 to
`—LAP AND SEAL
-- PROPOSED 4 PVC VENT
I
"
UP JOINT NW
- ---__--- ` (LOCATION-MAY V
z
_-- j ADJACENT EP M WRIER HANGING THE REALTY TRUST4 D ------
S MEC ASSESSORS' MAP #34 LOT #28
0.65 ACRES±)PROPOSED 13x47 LEACHING BED
PROPOSED , -
SERVE DWELLING ON LOT
#28)
71
I
Y t
r F'
: TRAJLER /r
EXISTING 1-STORY BUILDING �'F�. ���� I �,
„
}
a IRS
(OFFICE AN 2— AY 0( RAKE , � � �► � '
«. .
PROPOSED 13 x 7LEACHING BED r .. . y r, v
s 10 I
(SEE DET 3/1�
PPROXIMATE
I
LOCA
„
3'x3'' WATER FItIW vvI
METER PIT I , , ' ,
'� / ✓
EXISTING TWO—FAMILY E I
,
llv
DWELLING —STORY C
FRAME)
' fil EXISTING CB -- �--_, ,, _ o
G03 --
I RIM IELEV 98»88
INV 4" IN 95.38 16.0 ;
,
INV 12" OUT 93.8
I °," Ott °t` `• K ,
�H� " MIN
TP I�
i ✓"
POLEPO pp _ N...
L t
.+.►...
NAIL SET IN UTILITYX" ;• .
i, ti ry
0
y
;
i
DISCONNECT AND ABANDON
., ., EXISTING WATER SERVICE
ti ,
Y
, �mm....., ....-_.._.. .. .IT............ .•,. ., " ,F PROPOSED "PLASCRE"TE ,,
AS N- DIXON REALTY TRUST NiING AI .
lI' F r I w it ,` woop
ASSESSORS' MAP #34 LOT #44 . .
0 r
"
V
1
I
PAVED
Y
PAVED DRIVEIMA
PARKING LOT0 XI
� .•�'% r �
���
+
9i A w,,. J
"
V 3
, I
ri r t fib .,t k� ➢ ft .m
rr "
LEGEND
,
N
F N
" 4 r
9 sa EXISTING 2' CONTOUR
F
. ---�'" 2 EXISTING SPOT ELEVATION uj
Y " PERCO PROPOSEDWATER SERVICE 1QQ PROPOSED CONTOUR M
TP 1 A. - rw
�• 0
(1" TYPE K COPPER)
PROPOSED SPOT E ATIO�N
CONSTRUCTION BENCHMARK M PERC TEST
RECORD LOCATION OF FUEL MAGNETIC NAIL SET IN PAVEMENT
' , t FILL CAP, T"YP (SEE NO 1)
(PAINTED ORANGE) TEST PITS
ELEV 103.58 (ASSUMED)
- w I NG WATER LINE "�
+
W PROPOSED WATER, LINE
FIRE HYDRANT
� PROPERTY LINE
POSED WATERLINE � vol ' ' SITE PLAN ( TES'
CON �� EGIST aED ENGINEER
CONNECTION AT HIGHWAY EDGE OF PAVEMENT
STATION S 1 94.0 F , „' ► ` PREVIOUS LOCATION OF FUEL FILL CA TAKEN FROM "EASEMENT STOCKADE FENCE DRAWN BY» C. DI�, EFANO
» PREVI J.J.B. ASSOCIATES '.�. ."" .�.. .
SPEC REALTY TRUST "
ASSESSORS SNAP 34 LOT 4 CORP REED( ) 3,, BER 1988,EL TANKS CATCH BASIN CHECKED BY: P. B'ERGMAN
+ BY �1»KS REMOVED
BETWEEN DECEMBER 1988 AND JANUARY 1989.
t
D DRAIN LINE.
5� p" 2. DIGSAFE CONTACTED 9 APRIL 2002. DIGSAFE NUMBER #1 SOS324.
_. . _ _. _ .. .. EXISTING SEWER LINE .
Y ,
3. SITE NOT WITHIN WATERSHED PROTECTION DISTRICT (NORTH
ANDOVER' ZONING MAP 19 JAN 1999.) S PROPOSED SEWER LINE
HIGHWAY . PROPERTY LOCATED IN INDUSTRIALS DISTRICT.
0 STATION ''+ ; ---------------------OHET------------------------ OVERHEAD EI.IEC & TELEPHONE
82 8. ACCORDING TO TOWN OF NORTH ANDOVER MINIMUM ----------- ucT - - EXISTING UNDERGROUND TIELE.
REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY
l SEWAGE, NO DRIVEWAY, PARKING OR TURNING AREA OR OTHER
Y t�' t: t IMPERVIOUS AREA SHALL BE LOCATEDA SOIL ADSORPTION TELEPHONE VAULT
E PLAN —� 1 (SECTION 13.02)
6. REFER TO PLAN BY COUNTY LAND SURVEY FOR DESCRIPTION OF LITY POLE
10 O 8 10 20 LOT LINES, UTILITY/ACCESS EASEMENTS, AND SEPTIC SYSTEM LAMP POLE
1. EASEMENTS.
'�� » THERE IS NO KNOWN FOUNDATION DRAIN LOCATED ON THE SITE. SIGN_m_...._... �
ti } FUEL FILL CAP (SEE NOTE 1)
1027 SHEET 2 OF
P r
j,,
i
o`
PLAS-CRETE WALL BLOCK 0
FINISHED GRADE WITH ROUGH STONE FINISH
4 PVLC (2'X2'X4'), TYP. .. ..
" SCH 40 C 'VENT F POSED GLADE V3
109 24" ION
BOX
FINISH FLOOR E
a i RETAINED ELEVATION 1 :
__I N EXISTING DESIGN ELEVATION 103.1
PROVIDE 'WATERTIGHT SEAL I I I _ _ ADJACENTE BUILDING CUT (EXISTING 99±)
I I
BETWEEN 2" SCH. PVC .. I_... .. . �._ . _. .. . __.- _� SEPTIC TANK IN 98.15 Ico
_. --. _' .... .. . m.... .. _ .._. PIPE AND RETAINING WALL CITY�REDUCER.w __.... .... .....
1 ��B .... VELA
WITH EPDM BARRIER I TANK CUT 97 9C 0
(ADDITIONAL lhh4L D-BOX) I P P PROPOSED 0.0 � SUITABLE E�TI��
E d € " FREE-DR-DRAINING PUMP CHAMBER IN 97.$B
EPDM BARRIER, TYP.
P BEARING MATERIAL I - -- B Q
I REDUCER R Ilrl 1 � �'�I VELOCITY C� E
I w � r ✓ s
� +��' y � � ,� �� , VELOCITY REDUCER OUT 105.61
I 'I /� / .'KF ✓ ,f , "•?i L.MJPM�F�1 !1P'AD S ED ,',,>' �" �'v',� ? y^ ",C / y� % } 1 %`��,^� ,.'w\'`/'.,��%/'`�`,�`,��"`a•.
'r ,/ ' ✓'` `' ✓✓' fY 5 '' Y� .+^' ,r` "' Yf„ `✓ X a j✓`+//'i\`''1 "� \
✓ / a"
P
. � ; •' MIN THICK COMP � C�--BC� IN 105.59
I I CRUSHED STONE 3B" a-BOX OUT105.42
I I`•
PIPE 1 START ( INVERT)
PIPE I 105.4
BACKFILL
I to' C5.4
� . s � I �. � PIPE START PIPE LI'� EBT 1
MIN. 1 EN (PIPE INVERT) 105.2
4" CH 4 F'ERF. PVC IPIPE, S-0.00 ` 105.2
I I I
001,16,
I
PIPE EN (PIPE INVERT)
I .
I
NOT T SCALE
r� 3 4" TO I 1/2" _ -- _ _ - - - .;
F STONE 104.74
BOTTOMC
1 05 __ - ,._.... / _. m ._ . __ ... ..._._ ESH ELEUTIC�I�I � ELE ',ATICN) 1a. '
�� ST
I I PROPOSED NN
EXISTING GRADE _ I
" "
f RETAINING
I NG WALL
I I I
__. _ w .. ._.._ . __. . L___ ___ .._1_ _ - _... _ __.. .1..__ . .. .... .. . ... .1 _ _ _ _
1 _ _ . . _ _ - - _ I i - - - + ►. 07,1), RETAINING L.L.
0)0)
4 C.h, S 0.02 INSTALL IN ACCORDANCE WITH MFR'S
SEE D 3�"3, . .�. RECOMMENDATIONS, EXCAVATE TO FREE-DRAJNING, SUITABLE
14.b'
I I
PROPOSED 0.040
"
MATERIAL FOR WALL FUUTING
103
4" SCH PAC EPD BIER, TYP'.
CLEAN-OUT AT PIPE, 5 4.02 � P
GRADE WITH
THREADED CAP
19 i E
j i I
FINISH . i
PUMP' CHAMBER NOTES,
FLOUR �,--_ I _ �' " 1 �P I {
/ ,a �, ,/r ; CONCRETE STRENGTH S� BE 4000 P.S.I. AT 8 DAYS.
SYSTEM CURVE
TANK RISER !"YP (EX'TE'NID �� I � '� I I � I
TO TUB BELOW GRADE)
STEEL REINFORCEMENT SHALL BE BxB 1 O GAUGE STEEL 17 I
I
7 I
1 o 1 v , ... _. ,.., . .w• ,. . , - - --- - _ .._ y _ - IRE MESH.
HAW
�� I 16 -
CONSTRUCTION JOINTS SHALL. BE SF�,ALED � BU'I"YL I I f
I I OPERATING
RUBBER OR ESQ.
POINT I I
I THE BUILDING BEING
PUMP ALARM SHALL BE LOCATED IN E BU LD 1 '
� SERVED � THE SEWER PUMP.
A ( .
.. . __� l _.:� _ _ _ _ _ I_. _ _ ___ _ _ - __ ._ , ___ _ _ _ .._.... .. ,
1 _ I ,r r- L y ( - PUMP CURVE
4 S�CH 40 � (SEE NOTE)
PIPE, 50.025 SOIL REPLACEMENT AREA. EXISTING
I
_ " MATERIAL MAY BE RE-USED I l I I d DEPENDING UPON FIELD ASSESSMENT " 9 13 _. _ ...._.. ...w
I 1 ENGINEER AND N B.D. a` 20" CLEANUUT COVER, _ ..
V
BLDG OUT _... ____ _ - _ _ _ w. __ ___ __. . _.._ _.._ ..._.. _ _ ._ __.. .., . . _ _ _ _ _ _ e
_ _ (SEE NOTE 8, SHEET 1)
INVERT �� � � .�..
I' 1 P 1 II 12 uj
0 10 20 30 40 Erb 80 70
FLOWRATE, GPM
_ _ C z
1
I I
i I I I
� k C I „ ,� " �� , ,tip � v • ;
✓ / fi,� I
I
P
• , NbT"E.
M I
A
I
r
__.. ._ ...._ _. -_ ._ _ . .... ...... .. ....... .... ....... ... �. ..... '_.. -
I I
M YER PUMP MODEL SRM4. ANY PUMP THAT A ER 11 HP
,, M, ,, , OPERATES M
PROPOSED .PROPOSED0 GAL PUMP " ,� , I H� 'VERSUS DISCHARGE CURVE SHOWN FOR � � �
PROPOSED 2 SCH 4q PVC {. : , I I 9 'WITHIN E BOUNDARIES OF THE SYSTEM CURVE MAY BE
(' SEPTIC TANK CHAMBER (MAINTAIN UPHILL SLOPE} I I USED. 0
w. _... ..__. __ _..... _ _ _ _ _ _ - _._ _ ._ _. ..__ ..__ _ _ __ _ - - - - _ _ _ __ T . _ _...w __._ ___ _ ----_
9 6
I PUMPINFORMATION
P o COVER FLOW RATE, PIPE HEAD VELOCITY TOTAL DYNAMIC
W. ._. _ _...._ - - _. _._! ..._... .r. .._ _._._ _P _ _ _ _ - T _ .m __ ......._ ._. .._.. ___ . . _ �- _.. _._ _. .._.. _ . _..._ .._ GPM LOSS, FT FT SEC HEAD, FT
Of MA
d 1 (MOISTURE PROOF) PAM
JUNCTION QUICK DISCONNECT� 10 0.11 0.9B 12.47
F)
P " 20 0.43 1.,91 12,94
' CHECK VALVE
! P 30 0.97 2.87 13.71
TO CONTROL PANEL IN BUILDING
_.. ....... .__. ._.. .. .. ...._ _ ___ _ __ - _ _ C -T T (LOCATION BY OWNER ELECTRIC ) 40 1.73 3.82 14.80
" TANK RISER 'I0 'V"ELO�CI"�(" REDUCEI
I
f 4 80 2.70 4,78 1 E3.19
�+'OM! S" GI ED ENGINEER
I �C T,+gNK so 3.89 5.74 17.90
!I I
N PIPE LOSS ,ASSUMES
-- -' W_w. w _ _ ._.m... __._ m_ .. _. - .__ .._. __. .._... _... ....... _ _ _ - __ w _ - ._ - .__ - - ...._ _ ..__ _ __._ ._ _ - a 90 DEGREE MITER FTrTINGS»
9 _ .. -- _. . . _ _.._ ....__ ..._. ._ ___ _ _ ._ . .... * DRAWN' BY. C. DISTEFANO
ALARM ON
N f I I 2" SCH 40
(SEE CHART) PUMPING FREQUENCY 4 PER DAY (MIN) CHECKED BY: P. BERGMAN
I I PVC TOTAL NETWORK PIPE VOLUME (APPROX.) 7.8 GAL
P I
I I I I I I f PUMP ON 'I DOSE VOLUME 117.8 GAL
1 20 30 4�! 50 ? B 9�Cti 100 11 12 1 ,3C 140 15+D 1 fC (SEE C � RESERVE CAPACITY 732 GAL. lft � ST.
PUMP OFF PUMP TOTAL TANK VOLUME (DESIGN) 1000 GAL
„ , + 7.0"- ALARM ON 19.4 INCHES NORTH K*VER
DISTANCE ( 1 1 BLOCK AS PUMP ON 12,4 INCHES
FLOOR REQUIRED PUMP OFF 7.0 INCHES
+ 0"
LEA HI � B PROFILE SCALES AS NOTED
... 8'-0
TI N,
2
1 + GALLON CONCRETE PUMP CHAMBER N.T.S
1027 SHEET 3 OF 3