HomeMy WebLinkAboutBLD-97-181c
t
AkM. ARRA IS 1000 S.F.
'7
.,,RATE LOADING
,,�-Ell IN
. DUTCHLAND
�z
LOT 23
(, 0
SOIL !_r"
TEST R!
TOP 8
SUBSOIL
42
FINE TO
MEDIUM
SAND
WITH
TRACE
OF
SILT
WITH
BOULDERS
NO, OF BEDROOMS: 4 AT 00 GAL./BR./DAY
DESIGN FLOW REQUIRED: ZZO
SEPTIC TANK SIZE lOOC GALLONS NO GARBAGE GRINDER
LEACHING PROVIDED- -6' DIA. F/T W1 2' OF STONE AROUND
SIDE:( a 0 )(jr)(10)(67 = 3? 7. 0 GAL /DAY
BOTTOM: (r' -S3 1/ir)(1014) = 652GALIDAY
END:
TOTAL: GAL -/DAY
I S.F.
BREAKOUT CALCULATION
FLAHERTY ASSOCIATES
170 COURT
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPO%f._#ll_.,.
,
MAX LEACHING EL PRIMARY (N
t 3 RESERVE YAPJIV
SLOPE AT E L: 21-, PRIMARY
4 V RESERVE PRFPthi
BREAKOUT SETBACK: -PRIMARY
BA RNS TA 81% E
(150 X SLOPE) RESERVE
EL. AT BREAKOUT SETBACK PRIMARY
�,7
_t_.Q RESERVE 9 DU -?.H'
MAINTAIN 2% SLOPE
OVER LEACHW3 PIT LOCUS PLAN: DATE: 211519c
27 LAYER OF 1/8% 1/2 t.4m. LE
Cz
WASHED STONE
SCALE 1" SC
2000'
V.
7rrrrrtff
)1 11, Jop
LOC
-BOX
F
u-5
•MIN. r
13 elf X
10/0 . - .
lot.
liar Th(
DATE: T
S('.
j6f
c 4
-0. sch 4() plic'' I" v-
6' DIAMETER 3/4"
-5.0
-VASWZ 1 1" � �'l I . I
•
LEA0i PrT CFPECTI,-;�� - i:i * s
; 210-2
4, *dHA�c",� I
STONE
t, lbiEV
R J4
i
Z 6 72
24 -
ASSESSORS PL
"I po mi; mop j I
0.11 `w i 1
ULA
N
WASHED STONE"_ fiI
NO GROUNDWATER
5.
NO FIELD MODIF
PERC RATE:
SYSTEM SHALL B ---
2.
ALL CONS'
APPROVAL OF THE
; 1 0
INVERT PRIMARY2
CONFORM TC'
HEALTH.
BOTTOM PRIMARY 571---71
OF
GROUT TO BE USED AT,'
CONC?',c:Tt-
3.
OWNER. -
OR LEAVE ALL
BA RNS TA BL E HOLDING
PROVIDE A WATERTIGHT SE ,
/00 W. MAIN STR
7.
ALL SHIPLAP JOINTS IN SEP; 1;'
HYANNIS, MA
NO, OF BEDROOMS: 4 AT 00 GAL./BR./DAY
DESIGN FLOW REQUIRED: ZZO
SEPTIC TANK SIZE lOOC GALLONS NO GARBAGE GRINDER
LEACHING PROVIDED- -6' DIA. F/T W1 2' OF STONE AROUND
SIDE:( a 0 )(jr)(10)(67 = 3? 7. 0 GAL /DAY
BOTTOM: (r' -S3 1/ir)(1014) = 652GALIDAY
END:
TOTAL: GAL -/DAY
I S.F.
BREAKOUT CALCULATION
FLAHERTY ASSOCIATES
170 COURT
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPO%f._#ll_.,.
,
MAX LEACHING EL PRIMARY (N
t 3 RESERVE YAPJIV
SLOPE AT E L: 21-, PRIMARY
4 V RESERVE PRFPthi
BREAKOUT SETBACK: -PRIMARY
BA RNS TA 81% E
(150 X SLOPE) RESERVE
EL. AT BREAKOUT SETBACK PRIMARY
�,7
_t_.Q RESERVE 9 DU -?.H'
MAINTAIN 2% SLOPE
OVER LEACHW3 PIT LOCUS PLAN: DATE: 211519c
27 LAYER OF 1/8% 1/2 t.4m. LE
Cz
WASHED STONE
SCALE 1" SC
2000'
V.
7rrrrrtff
)1 11, Jop
LOC
-BOX
F
u-5
•MIN. r
13 elf X
10/0 . - .
lot.
liar Th(
DATE: T
S('.
j6f
c 4
-0. sch 4() plic'' I" v-
6' DIAMETER 3/4"
-5.0
-VASWZ 1 1" � �'l I . I
•
LEA0i PrT CFPECTI,-;�� - i:i * s
; 210-2
4, *dHA�c",� I
STONE
t, lbiEV
R J4
i
Z 6 72
24 -
ASSESSORS PL
"I po mi; mop j I
0.11 `w i 1
ULA
4.
WASHED STONE"_ fiI
NO GROUNDWATER
5.
NO FIELD MODIF
PERC RATE:
SYSTEM SHALL B ---
APPROVAL OF THE
; 1 0
INVERT PRIMARY2
HEALTH.
BOTTOM PRIMARY 571---71
6.
GROUT TO BE USED AT,'
CONC?',c:Tt-
OR LEAVE ALL
INVERT RESERVE:
PROVIDE A WATERTIGHT SE ,
BOTTOM RESERVE 57
7.
ALL SHIPLAP JOINTS IN SEP; 1;'
WITH NEOPRENE GASKETS OR
TEST PITS OBSERVED BY. FLAHERTY ASSOCIATES, INC.
8.
A CERTIFICATE OF COMPLIANCE
DATE 1/3070
THE CONTRACTOR PRIOR TO BACKFILLING
q -j✓
y
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR Vit,
THE ACTUAL LOCATION OF ANY EXISTING '
USHOWN ON THIS PLAN.
•
DESIGN CALCULATIONS
10.
PROPERTY LINE INFORMATION TAKEN FROM:
PERC RATE. (USE " mt4b`c,k)
?Lkq hook. 4-42 PA"C Co e-,
NO, OF BEDROOMS: 4 AT 00 GAL./BR./DAY
DESIGN FLOW REQUIRED: ZZO
SEPTIC TANK SIZE lOOC GALLONS NO GARBAGE GRINDER
LEACHING PROVIDED- -6' DIA. F/T W1 2' OF STONE AROUND
SIDE:( a 0 )(jr)(10)(67 = 3? 7. 0 GAL /DAY
BOTTOM: (r' -S3 1/ir)(1014) = 652GALIDAY
END:
TOTAL: GAL -/DAY
I S.F.
BREAKOUT CALCULATION
FLAHERTY ASSOCIATES
170 COURT
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPO%f._#ll_.,.
,
MAX LEACHING EL PRIMARY (N
t 3 RESERVE YAPJIV
SLOPE AT E L: 21-, PRIMARY
4 V RESERVE PRFPthi
BREAKOUT SETBACK: -PRIMARY
BA RNS TA 81% E
(150 X SLOPE) RESERVE
EL. AT BREAKOUT SETBACK PRIMARY
�,7
_t_.Q RESERVE 9 DU -?.H'
MAINTAIN 2% SLOPE
OVER LEACHW3 PIT LOCUS PLAN: DATE: 211519c
27 LAYER OF 1/8% 1/2 t.4m. LE
Cz
WASHED STONE
SCALE 1" SC
2000'
V.
7rrrrrtff
)1 11, Jop
LOC
-BOX
F
u-5
•MIN. r
13 elf X
10/0 . - .
lot.
liar Th(
DATE: T
S('.
j6f
c 4
-0. sch 4() plic'' I" v-
6' DIAMETER 3/4"
-5.0
-VASWZ 1 1" � �'l I . I
•
LEA0i PrT CFPECTI,-;�� - i:i * s
; 210-2
4, *dHA�c",� I
STONE
t, lbiEV
R J4
i
Z 6 72
24 -
ASSESSORS PL
"I po mi; mop j I
0.11 `w i 1
ULA