HomeMy WebLinkAbout33.277 - Site and Sewage PlanOCU5
TEST HOLE LOG
DATE: 08-04-2005
TEST BY: M. OTOUGHUN, CSE
WITNESS: B. MURPHY, HEALTH AGENT
FERC72ATE: < 2 MINJIN.
7.7-
7.4
7.0
6.7
5.9
3.1
ORGANIC
A = LOAMY SAND
1 OYR4/1
E = FINE SAND
I OYRG/ I
Bw = LOAMY 5AND
I OYR4/G
_ WATER FOUND _
C = MEDIUM SAND
2.5YG/4
-2.3 120"
.BASED-UAO.+l TME-USG.5-F40RAL4.IJA,
THE MAXIMUM GROUNDWATER P15E
15 1 .4' TO EL. 4.5
o"
3"
r
12"
22"
55"
TBM = EL. 10.0 --
rTF75T-FLOOR or
EXISTING DWELLING
IDT -3J
8.
172 12.4 S.F.
NOTE: SEPTIC TANK G PUMP CHAMBER
TO BE WATERPROOFED AT THE
FACTORY U51NO IPANEX® ADMIXTURE
24"4 ASTJRON
fIR5TfLOOK FRAME a COVER
@ EL. 10.0 TO GRADE
r-4" SCH 40 PVC PIPE --.TO
T.O.F.
EL 9.2-/
CPAWL5PACE fLOOP
@ EL. G.O
J�7.10
TCiTTLt TlS RIRRE
IN OUTLET TGE
BOTTOM OF TANK
Cal EL..
`G' LAYER OF
1 500 GALLON
SEPTIC TANK
DESIGN DATA
DAILY FLOW: (3) BEDROOMS x 100 GPD = 330 GPD
SEPTIC TANK: 330 GPD x 200% = GGO GPD
USE: 1 500 GALLON PRECAST SEPTIC TANK
PUMP CHAMBER:
175f: 7000 GAU-101N1 t"Kt A T'5t"lC TANI\
DISTRIBUTION BOX:
USE: DB- I I (I I OUTLETS)
9011 A55DBPTl0-N SYSTEM:
USE: 20'x 24' LEACH FIELD (1 5 CULTEC FIELD DRAIN PANELS)
CAPACITY: 20'x 24'x 0.74 = 355.2 GPD
PUMP SPECIFICATIONS
USE: MYERS 5RM4 PUMP (OR EQUAL)
WITH V151BLE 4 AUDIBLE ALARM
INSTALL 115V SINGLE PHASE ELECTRIC LINE TO PUMP
INSTALL 115V SINGLE PHASE ELECTRIC LINE TO ALARM PANEL
LfCTK1L71i P1 RNIiT REQUI RfD 7FKOVI TO" "Of YA?MOtr-r
WIRING INSPECTOR
-------------
_ _I I
1 _ 1
PAVED
-DRJVZWAY a i
1 ,
204.12'
7.7+ r 8.5+
PP.OF05ED ADDITION -- I
1 T.O.F. @ EL. 10.1
23' CP.ALVLSPAr-E 8 EL. 5-0ON 1
10' �
7.90
0 �
7.7
5.3
5 /
J
205.77' $ 41
8
IN4
PUMP FLOAT ELEVATIONS
PUMP OFF: EL. 2.50
PUMP ON: EL. 2.85
MGH WATER ALARM: EL. 3.35
2' 5CH 40
TEE
X35 10.07-/ :i �9
S' LAYER OF STONE
-vas
NYfRp1L
BOTTOM OF TANK D13-1 I
EL. 1.85 D15TRIBUTJON
1000 GALLON BOX
PUMP CHAMBER
SEPTIC SYSTEM PROFILE
10.2
mrrr-TION
PORT 20'
9.7
I r.1
S:G,
-'
i
uit
-I
I
JNSFECTIDN
PORT (TYP.)
POKT
DRAIN PANELS
SCH 40 PVC PIPE FINISH GRADE @ EL. 1 1. 1
a9•
TOP @ EL. 10.2
CULTEC FfELD DRAIN PANELS
BOTTOM @ EL. 9.5
9.75 1
1
I
5'
1
7
MAXIMUM GROUNDWATER @ EL. 4.5
LT-A-CrI TFELD -DETAIL
7+
9.5+
w �
SA
s `m13 TG
6 '
�IST
v�Ss!d1dA4����
a-4 --051
BUOYANCY CALCULATIONS
1 500 GALLON SEPTIC TANK:
WATER DISPLACED: 2.55'
2:'5'5'x 10.5x-5.7 x 4;4 = 9767.5#
WEIGHT OF TANK: 12950#
4,000 &ALLON P4)MP-C 4AM5ER:
WATER DISPLACED: 2.G5'
2.G5'x8.5'x4.8'xG4 = G9f9.7#
WEIGHT OF TANK: 9275#
GENERAL NOTES
I . CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF
ALl_ UTILITIES, ABOVE ORUNDLRG'ROUND, 7TlOR70 ANY
EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH
310 CMR 1 S. -GO: TITLE V
3. TH15 PLAN 15 NOT TO BE USED FOR PROPERTY LINE DETERMINATION.
4. ALL DISTURBED AREAS TO BE LOAMED 4 SEEDED.
5. CONTRACTOR TO PROVIDE 48 HOUR NOTICE TO DE51GN ENGINEER
FOR ANY REQUIRED INSPECTIONS.
G. THI5 SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
7. EivtIIVE tNIPfRV10115�v1ATER1AtFOR A-5'-RAUltl5 ARb1J1,fl T11'E
SOIL ABSORPTION SYSTEM ( DOWN TO "C" LAYER) AND REPLACE
WITH CLEAN MEDIUM SAND.
-DE5JGN-E=tZER.TOJN5PECT *.GERTJFYJN5TA LAT1DN DF TJ -if
SEPTIC 5`
51 CNI 4- FIINHL hIKF1UINC�.
Yarmouth Kea!th reRsrtmert
SITE - SEWAGE PLAN
FOR
3G MATTACHEE ROAD SOUTH YARMOUTH, MA
PREPARED FOR
PAUL BIANCHI
SCALE:
DATE:
DRAWN BY:
1 " = 20'
10-24-2007 1
TMW
JOB NUMBER:
REVISION:
SHEET NUMBER:
05-056
12-04-2007
5P- I
WELLER � ASSOCIATES
I G45 FALMOUTH RD., SUITE 4C -- P.O. BOX 417 CENTERVILLE, MA 02@32
2 V'P t)`rVAY. 7#232-'NA-MTUCKET, NIA 02554
TEL.: (508) 775-0735 -- FAX: (508) 775-0754
EMAIL: trl5weller@comca5t.net
-FK -OPE55AGN ,L 4ENC-4 EERS 4 -LAND 5( RVfY0R5
Tfa P, PO
FILE COP 1`