HomeMy WebLinkAboutEngineered Plan - Rev. 20174" SCHEDULE 40. PVC PIPE
TOP OF FOUNDATION 20 "FT. MINIMUM FROM CELLAR OR CRAWL SPACE /- MIN. PITCH 1/8" PER FT.---\
ELEV. 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
(ASSUMED) 2" PRESSURE PIPE
150 PSI MINIMUM ELEV.
CONCRETE -Ulpq- 6" MAX.
COVERS MANHOLE
QUICK
COVER Q!SCONNECT TEE FLOW
UNION LEVELERS
4" CAST IRON PIPE AX. 5'
(OR ECUAL) MINIMUM
PITCH 1/4" PER FT. 2'0"
LEVEL
ARE A1800 FILHt l I'ELEV. 6 ELEV.
FLOIN LINE
ELEV" 1,
r�'v
\\—. 10�� tj 7 Z �-� EL
GAS 3/8" DRILL
ELEV. r7 BAFFLE HOLE TO BE WATER TESTED
------ ELEV. v "-, 17- J (TO BE PLACED ON FIRM BAS
CHECK !
3/4" TO 1
NASHED ST(
OUTLET I VALVE
(-EXISTING)
4 FEET 14 INCHEZ)
5 FEET 19 INCHES
!� -1 �,-7 .1, -. L- - �� 0.4 HP (MAX.)
6 FEET 24 INCHES MYERS SRM 4
7 FEET 29 INCHES 1(OR EQUAL)
18 te" e
FEET 34 INCHES 1
CLEAN SAND
C
, `7
2" LAYER OF
INSPECTION PORT 1/8" TO 1
WASHED STONE
92.63 RAS'L OR FILTER FABRIC
VENT
07.33 kill'.
ELEV.
0
0
ELEV. 27 ZO 40 1.1L
�t, t,A
CZ
30"
DATE OF SOIL TEST &ULU5T5
_?., 2016
SOIL TEST DONE BY L.j�..-HAYES ev R. W. WILCOX
WITNESSED BY -L.--Ya1L H9
� ELEV.= 96-'
PERC,)LATION RATE M'NJINCH IN C1 HORIZON
cd
D _PTI I—
HO 2!Z TEXTURE
ICOLOR 1 P,+,OTT. (OTHER
0-60'1,
!FILL
60T -1 ,),M OF TEST HOLE ELEV.
INAL SPOT ELEVATION
160-7:"
A ILOAV-Y SA",`D
'5YR3/1
GOO IRON
JLOAVY SAND
j7.5YF`,,4/4
OWN WATER =W
W—
C 1 1MEDIUM. SAND
12,5Y6/3
2
LRPM ENCOUNTERED AT __'0-z_ E, r- V. -
1-7.. 92-
4- HIGH CAPACITY IN; ILTFAT RS
WITH STONE 1�i A
5.02
[J
ELEV. 93.7
11' X, 421`3' x io* TR i-:- N Ci -i LFCRMA, AA,T i
�),N Y;ELL=71.S-13')
NU M, -2, E R Qi BEDROOMS
LO Z1111N7
INDEX �0 7; (7/701G)
G A R -7, A C E DISPOSAL UNIT
TOTAL ESTiMATcn FLO'N
A D J U S T 110, GAL./,.-!z.pvAY X —2—^-0
j GAI JDAY
REQUIRED SEPTIC TANK CAPACITYGAL,
ACTUAL SIZE OF SEPTIC TANK
GAL.
SOIL CLASSIFICATION
US"S PROEAaLE V�!A TAE31-E ELEV. = DESIGN PERCOLATION RATE
OBS -SERVED �',IATE'R TAB! E (B/25/2016) ELEV =
x
LIMIT OF 5'
-�JYL
77
N ,OVERDJG -'- 97.9
so, --S .S
L
ETES T
J `�\1\ �C
D.
0119
-41 -
XISTtNG SPOT ELEVATION
00,0
9 6.6
60T -1 ,),M OF TEST HOLE ELEV.
INAL SPOT ELEVATION
71 LUILN I LOA ,NG r-
LEACHING ARI
'E A
- J-
-2Z,
GAL./DAY/S.F.
.1000 GALLON`---- IL
TILITY POLE
OWN WATER =W
W—
SEPTIC TANK
1 -- -
2
SQ. FT.
LEAN OUT C.O,;-��
P j
n+( -n -x7-- o/u.)
CHAMBER
ELEV. AT INVERT INLET
C- 'ITY
LE� HING CAPAC AREA X !�%ATE)
F7
GAL./D'Y
C, 1A 77,
ELEV. AT ALARM ON
-64.- 01�-:*,
R E QUIRE D FL.O�N PER CYCLE 25 X Z70 F GAL./CYCLE
Z-73X/D X OX,13
ELEV. AT PUMP ON
VOLUME PER CYCLEE /7.48 GAL./CU. F T = CU. FT./CYCLE
RESERVE LEACHING CAPACITY
CA' ./DAY
ELE'4 AT PUI,,',P OFF
BOTTOM OF INJS:DF PUMP CHAMBER
—7-37-,
VOLUIIAE OF WATER IN P!P[ a.14 X 0,006q4 X FT, CU. FT.
BOTTOM OF OUTSIDE PUMP CHA V9 E R
-,6
Cj./
TOTAL PiNIM',JIA VOLIJ�,,'- PER CYCLE CU. FT.
DISCHARGE CU. 34.67 CIJ.FT./FT.T 0
F (1r00 G.ST
y.
94.6
,
9 4.7
T
STORAGE CAPACIT"( -,AL./DAY /7.48 GAL./CU.FT./34.67 CU. F �. /F-,
R E C) U 13, E D 2 �- -7 7-
PRCVd-D
ALL WORKM AN SHIP ANO MAT-ERIALS SCHALL�
C-it",'FORM,
TO D.E.P.
-)
71 TLE 5 AND THE TC,.N`S RULES AND
REGULAT50N-S FOR
x
LIMIT OF 5'
-�JYL
77
N ,OVERDJG -'- 97.9
so, --S .S
L
ETES T
J `�\1\ �C
D.
0119
-41 -
XISTtNG SPOT ELEVATION
00,0
9 6.6
INAL SPOT ELEVATION
0-0-0-1
INAL CONTOUR
GO
.1000 GALLON`---- IL
TILITY POLE
OWN WATER =W
W—
SEPTIC TANK
AS LINE —G
LEAN OUT C.O,;-��
P j
CHAMBER
--- ----
9 4.6
-
--3.7
y.
94.6
9 4.7
E- 4.2
95.0
95.8
120-00
go
XISTtNG SPOT ELEVATION
00,0
XISTING CONTOUR ----00----
INAL SPOT ELEVATION
0-0-0-1
INAL CONTOUR
GO
01'L - TEST LOCATION
TILITY POLE
OWN WATER =W
W—
ATCH BASIN
AS LINE —G
LEAN OUT C.O,;-��
ESSPOOL, C.P. 0
D
THE SUESUP-ACEE DISPOSAL OF SEWAGE.
ALL COV -ERS 70 SAN!TAPY UNITS S' -I'! L BF PRCUGHT TO
4'+I THIN 6" OF FINISHED GRADE.
ALL COMPONENTS CF THE SANITARY SYST'ID,1 SHALL BE CAPA2LE OF
4!I T STANDING HI -10 LOAD!NG U-N,;LESS -HEY APE UN�!MH
DER OR 'IN
H
10 I" T. OF DRI'OES OR PAR'KIiN'G AREAS. H-20 LOAD'N,`- SHALL BE
ODIRIVES� OR PARKING AREAS,
USED U N D 0 R 'Al T.H; N 1, 0 F T OF
ANI MNA
ASORY UNITS USED TO BRING COVEcIRS TO GRADE SHALL
E
v 2. � MORTARED I ' N PLACE.
- c"EN M�',,Dr AS TO 1ANICE WIT
No D;-:'TER%flNATICN HAS 31- A - -1 1 1H
.36.3 DEEDED OR ZON'NG REGULATIONS. 0�,b',NER '/ APPLICANT IS TO
OBTAIN SUCH DEIERki',,!NATION' FROIJ. Ay. --r-"1-Ac7-;AT-E AUTHORITY.
UTILITIES SHOWN A APPR""I'MMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-3-44-7233 AT LEAST 72 HOURS
PRIOR TO CO'AMENCING WORK ON S -'TE.
7 2. -- ELEVATIONS CONTRACTOR IS TO VERIFY GRADES Al`!D EL;rVA-;ONS AS WELL AS
SITE CONDI TIONS PRIOR TO COV�,,!E!, CING 4-1,1OR,' ON SITE. ANY Vml;'IATICN'
IS TO CC-' P?"DUGHT TO THE AT-ENT;ON 01- THE DES'GN ENGINEER
G 6. A- I MIV; t:" D 1A, T E L Y
__y
LOIS SH 0"' ASS-t-SSORS, 'IAP 63 "S Pi-,,Rr-EL
T
I I. PUMIP ,.ND AI AR-ki ARE 70 F:', OK-.! :7) r- PC R A IE C i R C I -I I
-H '
11. A L A R 14 IS 'r 0 E'EEB 0 1 AUD, 10 AND V! SU A, L.
A -
Z A E.i L A1800 T
FILTEF IS " 27 INS TAILED.
L
t. A^-' ELECTFiC PERMIT IS REQUIRED TO PUMP AND ALARY.
ALL L UN'SUITAGLE !vIAT ERIAL SHALL BE REMOVFID FPC"" UNDER AND
FOR A MINIMU',J OF 5' AROUND SO:1- ABSCRIPTION SYSTEI.iA'�,D E'E
4 RFI ACID IM'H MATERIAL AS SPECIFIED !"N' 310) CMR 1-5.2-55:(3).
E1
I . SEPTIC TANK AND PU-VP CHAMBER ARE Tc BE Y."ATEPPROOFED AT
THE I'A'AN"JI-F
ACTURER.
II l i. THE INSTALLER IS 10 GIVE THE ENG'NFFR A MINIMUM, 017 48 I -10j. S
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER, Et -OW).
FT -sr RF SVST
P6 it v.2!: P "PAIR: OF SEPTtC
ONLY, -; du'ela Stitt and Local septic variances.
r -1h
ard of ke'r% , review and'ap'proval is rvj','*5!rcd for
-
any
(4fure additioFis/r'enov,aticislilte*rztioi±s to
idh
L
i6wm facHW2S indlor structures/dwelh4i.
Y
y
P 4 -�r-e r
II -J,
pr,
A P? ROVE D'
ry 'J �e t. U b U A, 't I L., Us I a
DAi.
TE AGENT
'QA.
11 4,
t
FOR
.12
;nz. 7 -v:7,UcC"71 —,n f ,, s
f", 1-711 If f
71
7 -7 r A 0--- f
LOC. v
I L
44 'gC 7,—
- ;
1"-7. 7 T�r�
J.,
P. 0. BOX 483
it t cp�
-56-4-8649 SOUTH, DENNIS, MASS. 02660
ALARM ON C)
DATE I SCALE
PUMP 01111 , SEPT. 1 2016
0 2
7-
VPUMP OFF REV. .
V3E N0.
B81
A
REV.
N LOCATION MAP SHEET 1 CI
O I CP 1 0,0/1 1 k 7 7,CZf- nl dwo 7754CACI'101G -lr%IC 'r
lv-,. NAYES, R.S.
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