HomeMy WebLinkAboutEngineered Plan - Rev. 20164 SCHEDULE PVC PIPE
CLEAN SAND
2 LAYER F - I
P YE 0 SOIL TE
20 FT. MINIMUM :FROM CELLAR OR CRAWL SPACE MIN. PITCH 1 8 PER FT. ST
PULP ��I�'CHES DETAIL
TOP OF FOUNDATION INSPECTION PORT _
1 FT MINIMUM M A 1/8 TO 1/2 DATE OF SOIL TEST MAY 5 016
100.00 1 MINIMUM 0 U FROM SLB -?
ELEV: 0 FT M N UM " WASHED' STONE SOIL` TEST DONE BY - M: 0 LOUGHLIN
--- 2 PRESSURE PIPE.
ASSUMED 15 PSI MINIMUM ELEV. OR FILTER FABRIC WITNESSED BY U
(ASSUMED) 0 S M " 101.18 M f,�� �i...Q
CONCRETE _83,80, , VENT
COVERS MANHOLE
QUICK OBSERVATION'
SERVAli^ H^ ELEV.= 97.83
COVER
DISCONNECT E FLOW z
N10N LEVELERS , PERCOLATION RATE <
2 btN./NCH AT 52 INCHES
• 9$.18 _ rn
ALARM ON
3• 4" CAST IRON PIPE
OR EQUAL) MINIMUM'97.2s F
-
. ( ") - 00 C .. _- _._ _.
2 -0 -
PITCH o PUMP ON
1/4 PER FT.____ _-'- _ __ ,� ._
LEVEL _r 10
" o
BtL Al 00 1L t o _. _' 95.85
__ _ _ ELEV. �__
6 SUMP _ 97.8$ _ -- - _�-_ . �... �_._�_ __ as +�
ELEV. ELEV, __-_
PUMP OFF '
FLOW LINE :_.9 't -*-
O r
a 97.00
10 ELEV.
ELEV. �TRIBUTIQ�Id
LE 7�MIN, ,, 4 HiGH CAPACITY INFILTRATORS
-TMIN, 8 DRILL .�_8Z$$.
DEPTH
HORIZ TEXTURE COLOR
MOTT.
OTHER
0-20"
FILL
NO
20-24®
A LOAMY SAND 10YR3 3
24-36"
Bw LOAMY SAND 10YR5/6
36-62"
C1 FiNE SAND 10YR7/4
060"
62-126"
_
JC2 IVERY FINE SAND10YR6 2'
Box z 4.02 "
WITH STONE IN _ : 76 - 9t.50
HOLE ... WATER ENCOUNTERED AT ELEV.. _ _
ADD BAFFLE
r
= 98.01 WA R T TRENCH F RMATi N �
ELEV. TO BE TE ESTED ' 11 X38 X 10" 0 0 WELLfSDW 252
BAFFLE
. , _ `98.5
OBSERVATION,
t,1
TO BE PLACED ON FIRM BASE A OSSERI�A i l�tV /�� c ELEV,-
ELEV. 9$.84 ( ) an ZONE H�i1rG
SOIL �4BSORPTI
H
CHECK 3/4 TO 1 112 INDEX 4.61
LIQUID OUTLET WASHED N �+ �/ ADJUST 0.71
QU 0 LE VALVE S D STO E.
- Y
DEPTH TEE EXISTING .7(iti (SAS t-
4 FEET 14 INCHES ( )
MYERS SRM 4
5 FEET 19 INCHES 0.4 HPEDOXIMORPHIC FEATURES ELEV. - 92.83 Z
_ 1 C}Q� G�AL�.ON (MAX.)c >
DEPTH HORIZ TEXTURE COLOR MOTT.
OTHER
0--60" FILL NO
60-120" C VERY FINE SAND 1OYR6/2
6 FEET 24 INCHES "
USG PR = X2.21 4 _
OR EQUAL S PROBABLE WATER TABLE ELEV. .r_-_._ ` 8 _ .....91.50
� FEET 29 INCHES i ) WATER ".ENCOUNTERED AT > _ELEV. , _.._
-PULP
c Try C N K " 91.50
8 FEET 34 INCHES SEPTIC l4 '��I V I\ .
OBSERVED .WATER TABLE (5/5J2016)'ELEV,
X CONCRETE .-
CHAMBER
BOTTOM Oc TEST HOLE ELEV. _ 83.3
DESIGN CALCULATIONS
_ NUMBER OF BEDROOMS
3
9 .8
ELEV. AT INVERT INLET. M__-- PUMP CHAMBER ` CALCULATIONS:,
GARBAGE DISPOSAL UNIT _
9
3.30 _�.
ELEV. AT ALARM ON -
A M
REQUIRED FLOW PER CYCLE .25, X = 5 A .
TOTAL ESTIMATED FLOW
SEWAGE �+ //�� SYSTEM
/ nc t 92.95 �$�_ G L /CYCLE
®�SPQS1''�L S 1 J�tYi PRV(��LE ELEV. AT PUMP ON
__...___ 82.5 _ , 110 GAL AY X 3 M .34 GAL. DAY
VOLUME PER CYCLE GA(./CYCLE 7.48 GAL. CU: FT. 11_03_ CU. FT, CYCLE t - /
NOT TO SCALE ELEV. AT PUMP OFF _92.83_ / / FT./
CYCLE REQUIRED SEPTIC TANK ,
�. VOLUME OF WATER IN PIPE 21 � 0.4 4 A CAPACI ,�SQ_ :GAL:
91.EQ E E 3.t 4,' X 0.00694 X r-. FT. __ CU. FT. .
BOTTOM OF INSIDE PUMP CHAMBER
�• - ACTUAL SI F T1 @QSTiNG 000
TTA MINIMUM . P x L ZE O SEPTIC TANK � � �.___ GAL.:
g 5 , TOTAL U VOLUME PER CYCLE 11.4 CU, FT. ,
B F ` I PUMP ' NAM w1�5
�
BOTTOM 0 OUTSIDE CHAMBER _... , ,
_ SOIL CLASSIFICATION
_DISCHARGE -i1s49 CU. FT, `.34.67-CU,FT, FT. _ '-0<33 FT 1.000. .S.T
_STORAGE CAPACITY (-3Q_GAL/DAY 7.48GAL. CU. T./34,,67 CU:ET./FT., FT. DESIGN PERCOLATION N
RATE _S._..:§..L-__-
MIN.,4N.N.
__t27 REQUIRED _PRO ED EFFLUENT LOADING RATE .GAL."%DAY%S,F.
, > LEACHING AREA 474.33
11 X3Y3 47X2X10 12
c
y ,
LEACHING CAPACITY {AREA X RATE s-352�4Q GAL. AY
4
474.33 X ` 0.74
g
RE
SERVE LEACNiNG CAPACITY AM� GAL/D
AYNoTEs.
1. ALL 'WORKMANSHiP AND MATERIALS SHALL f C NFORM TD.E.P.O 0 D E.
TiTLE 5 AND THE TOWN S RULES AND REGULATIONS FOR
i
THE
SUBSURFACE DISPOSAL OF SEWAGE.
a 2. ALL COVERS T0 SANITARYiT
ARY UNITS SHALL BE BROUGHT TOppU®/1A^/ CALCULATIONS: V�TH1N-8 0F`FINISHED
GRADE.
3
1000 GALLON PUMP CHAMBER . ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WEIGHT OF WATER DISPLACED WITHSTANDING r
S NDING H 10 LOADING UNLESS THEY ARE <UNDER OR WITHIN
F
w� 10 OF 1 0 P
_ta T DRIVES R ARKiNG AREAS. H-20 LOADING 'SHALL BE
8.5x4.83 92.83-91.65 2.5 32 S. - a.. .
.,
USED UNDER OR; WITHIN 7 T F i
WEIGHT OF TANK PER MANUFACTURER
r 0 F . 0 DRIVES OR PARKING AREAS.
NU ACTURER � ..
8240 LBS. s
a� 4. ANY MASONARY
,.`i'�,,. , UNITS';USE@ TO BRING :COVERS TO GRADE SHALL
.` WEIGHT OF WATER IN SUMP _
e 3,.
- r BE MORTARED N PLACE.'
_ I L
- EXCESS WEIGHT TO OFFSET' FLOTATION
i
.
�•.,., c
r,
.,_.
.►
5. NO DETERMINATION HAS BEEN MADE AS TO CO
MPL
IAN
CE WiTH93.3 LILLtFe1 t i� �_8240-285 . G. �YDEEDED OR ZONING REGULATIONS. 04T�ER / APPLICANT IS TO
93.4 UlL ,,r:G OBTAIN SUCHDETERMINATION FROM APPROPRIATE
AUTHORiTY.
.1 cr ra
6. UTILITIES SHAWN ARE APPROXIMATE ONLY. EXCAVATION -CONTRACTOR _-
i94) �.,, F r� IS TO CALL 'DIG SAFE- AT 1-888-.344-7233 AT LEAST 72 HOURS
e ,a. fi
S
y1 ��Y� ,
1. e'er o,. PRIOR TO COMMENCING WORK ON SITE.
r
i
_ t � 7, CONTRACTOR iS TO VERIFY GRADES AND ELEVATIONS AS ih�LL AS
puL to
y
95. _ :
-,. SITE COND I,
1 CONDITIONSPRIOR TO CO AM..NCiNG WORK ON SITE. ANY VARIATION
q
.� ..F'.;
IS 7'O B� BROUGHT TO THE ATTENTION OF THE DESIGN: ENGINEER
I�
IMMEDIATELY.
X
.`
S. PARCEL IS IN FLOOD ZONES.... AE (®"1 _.-2).
X96
_ J ` 9. LOT IS SHOWN ON ASSESSORS MAP ;' 140 AS PARCEL
._.-- 10. 'PUMP AND ALARM ARE TO N
B� 0 SEPERATE CIRCUITS. .
11. ALARM ,IS TO B.. BO'+H AUDIO AND 'VISUAL,
-_..
12. A''ZABEL A1$00- FILTER -tS TO 8E INSTALLED.
K
96.7
T .,.
� _
�3, AN
ELECTRIC PERMIT IS REQUIRED D TO WIRE PUMPP AND ALARM.cor 2'-22
4 x.. ..t.
_ /� � K , . _ �• 14. ALL UNSUITABLE MATERIAL SHA M
, � LL BE REMOVED FROM .UNDER :AND
«�
c, w
,
1 720.5 f S. ,
� FOR A MINIMUM OF 5' -AROUND SOIL ABSORPTION SYSTEM AND B,.
��
D.
�. �_k. 7 REPLACED: WITH MATERIAL AS SPECIFIED !N 31 CM 55.
9 1- 0 R-.15.2. (3):
�
SOIL
EOX so L 1
'. A
.� .
-.
S, .
�
�
Ilir
n
v
a
r
Su
5T
aC c
�e
t
-
_
r5
_T
�
R
15. PUMPCHAMBER
_
IS .TOBE�
WATERPROOFED
AT THE M
AyO
i F'.
A.
CT,U
R'E.
R. DHSl.TEST 1 FCK Lerr'�avalidt�r RF'AIK 16. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:s AN a fI Se te
O LY due t�_ A. SOIL ABSORPTION SYSTEM LESS THAN 5 AEOVE ADJUSTED WATER
VA,.
;
R
,.
OF
Baaview areeiarvvaIa require 9 8 oar of ._reB. NO AREA.
nsdEateons rena,o atronslterat�o TING LEACH FACILITIES ARE TO BE PUMPED AND REMOVED ALONG17. EXiStoiur a
97.8 PUMP d/or srucares (
sewa nn,G fae WITH ANY POLLUTED SOILS ENCOUNTERED,
N CHAMBER 8fD Lt1G mouth t1alh Ilk)!P R ED. BOARD
OF HEALTHIL
TEST AP1C)
3 0
00,
99. 0 /
" 97.7:: � ,� 10 � _ ,. � ; ,
1 I
o, DATE : AGENT
LMTOF5
1000 GALLON x
�. OVERDIG - / 99 2
va _21
99.0
SEPTIC TANK T
3k% ..
97.6 sV V 1 1 MOS .8E�7 i.r 1
o , 97.8 " r,
P j
9. ;
1 FOR
97.7 /
L
1Lucus
I t T
97.1
a �
LOC.
t
OLD SALT
Z
aYMPA _
^V ,
8.2
N
,c
PCIS _ B V1C6
7.5
P �.:BOX 483'
97.5 ` / <O 508
9 / U
96. s 7 54 TH: ®ENNIS` MASS..
I,EGEt�ID. 5 4 83 9 0266Q
y
EXISTING. SPOT ELEVAT10: OOxO w
ra ;
t-
£X?STING CONTOUR 0
S �s �
Z � DA ,.
B .
C3 ' TE SCALE
FaNAL SPOT ELEVATION 0.0
o
.� � JULY 7, 2018 1 20
FINAL0 T R
C N OU 0
-SOILST T
1%
TE LOCATION 96;
UTILITY POLE -0- /., ROUTE 6A REV _
N0.JULY 20 2016 JO
7722-00
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