HomeMy WebLinkAbout831 Great Island Road Title V Site Plan 3L LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 1PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
LANDWARD EDGE F
PRIMARY DUNE /�-�
I
ED
C
00-286
E
9
A
DATE
1
n 1
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: a- BEDROOMS (110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2 ) = 1100
USE A 2000 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(58 + 10.83) 2 (.710 = 203
BOTTOM: 58 x 10^83 (.74) = 464
TOTAL: 903 S.F. 668 GPD
USE (6) H-20 500 GAL. LEACHING CHAMBERS (ACME OR
EQUAL) WITH 3.5' OF STONE AT ENDS AND 3' AT SIDES
BOARD OF HEALTH
MA
FIRST FLOOR = 22.83' SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TD SCALE)
ACCESS (AVER (WATERTIGHT) TO
MINIMUM _75' OF COVER OVER PRECAST WITHIN 6" Of FIN. GRADE
27 SLOPE REQUIRED OVER SYSTEM
20.0' RUN (IPE LEVEL
FOR 1'.857.2'
PROPOSED 2000
19.37 cAuoN sEPnc 19.12' et
TANK (H- 10 ) OAS FFLE ...18.84' �DE 3
MZ % SLOPE) �6" CRUSHED STONE OR MECHP
COMPACTION. (15.221 [23)
DEPTH OF FLOW 4 (1 % SLOPE) (-L-7 SLOPE)
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14"
FOUNDATION— 21' SEPTIC TANK 28' --
OPEN SPACE
v 138.00'
p 0�
- -�\\ PROPOSED H-20 1500 GAL.
EXISTING BARN ` SEPTIC TANK
f�0 /
PROPOSED H-20 1000
GAL. SEPTIC TANK WITH
PUMP (SEE DET 6
LOT 12 ? 12
55270+/- SQ. FT. C.O. 1
ACRES
1 / CP
'O BEACH HOUSE CESSPOOLS
0
"BEACH CLUB"
;
0
a
N
�/ 1 EXIST. UTIL
/ POLE
h
PROP. DWELL. \ \ \ 1
FIRST FLOOR
ELEV. 22.83' \ D
Ao.o' /
niR�usi /
1 BLOCK I
TH
2" DOUBLE WASHED PEASTONE
O O O O V o CD M M
L Q OQQ n. EL C2 ' AT SIDES
OOED O O OOOO TEND
S
ELEV. ELEV,z' n Q Q Q a 1:2 O 0 a
o 1s.5' 4 z2.s' O„ � 22.0'
Q
--- 3/4' TO 1 1/2" DOUBLE WASHED STONE
TEST
HOLE LOGS
ENGINEER: RICK
JUDD,
RS
22
AMY
VON
HONE, RS
DATUM IS NGVD
WITNESS:
D' BOX 19' LEACHING 5'
FACILITY
DATE: 11/21/00
15"
3' MAX.
PERC. RATE _
5
MIN/INCH IN Cl
19.33-
CLASS I
SOILS
P#
O O O O V o CD M M
L Q OQQ n. EL C2 ' AT SIDES
OOED O O OOOO TEND
S
ELEV. ELEV,z' n Q Q Q a 1:2 O 0 a
o 1s.5' 4 z2.s' O„ � 22.0'
Q
--- 3/4' TO 1 1/2" DOUBLE WASHED STONE
—
H-20 500 GALLON LEACHING CHAMBERS
0
3„
F 0
5,•
DATUM IS NGVD
D' BOX 19' LEACHING 5'
FACILITY
A/E
LOAMY FS
15"
FILL
18"
10YR 3/1
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
A/E
ALARM AND CONTROL PANEL
Bw
23"
LOAMY FS
1OYR 2/2
DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
BOTTOM TH 1 = 11.5'
LS
I —F�DESIGN
BW
52"
1 0Y 4/6
18.2
LS
5.
Ct
54"
10YR 4/6
17.5'
6.
LOAMY COS
Cl
800 GAL.+
84
2.5Y 5/4
84"
LOAMY MS
2.5Y 5/4
FLOAT SWITCH
C2
CHECK VALVE
7.
C2
�
SETTINGSI
FS
F -MS
USED FOR LOT LINE STAKING.
132"
2.5Y 7/3
;1.5' 120'
2.5Y 6/4
12.0
NO WATER
ENCOUNTERED
Z'WASTEMATE"
�o
�o
LOCUS i
QTENNIS COURTS
LOCATION MAP NTS
ASSESSORS MAP 3 PARCEL 8
ZONING DISTRICT: R 87
YARD SETBACKS:
FRONT = 30'
SIDE = 50'
REAR = 75'
PLAN REF. - LCP 4075 J SHT. 8
FLOOD ZONE: Al2 EL. 11 AND C
V PROP. GAR. /
PROP. VENT NAL
PLACEMENT TO E DETERMINED I ZR
BY CONTRACTOR
HOMEOWNER)
26 oa
82 ) a
! � HI: H PT 26.0'
BENCHMARK: PK NAIL
AT EL. 25.5'
G
5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
PERIMETER OF LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM
SAND.
FOR BOATHOUSE BATHROOM, PROVIDE 15(10 GALLON WATERPROOF SE;'TIC TANK
AND 1000 GALLON WATERPROOF PUMP CHAMBER. PIPE TO PROPOSED SAS AS
SHOWN
YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION TO
BE 4' BELOW THE HIGH POINT IN THE ROAD (6' VARIANCE REQUESTED)
EXIST. WELL
(FOR BEACH HOUSE AND BOAT HOUSE)
I TENNIS COURT f
I f
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH
PREPARED FOR: JONATHAN AND WHITNEY CLAY
30 0 30 60 90
SCALE: 1 = 30 DATE: APRIL 9, 2001
REV. 10/12/01 (GRADING)
P.L.S. DATE
off 5'J"-362-4541
j lax 50' 362-9880
I
down Cape engineering, inc,
CIVII. ENGINEERS
I -Ar' SURVEYDRS
939 main St. yarmouth, ma 02675
NOTES:
1.
DATUM IS NGVD
2.
MUNICIPAL WATER IS NOT AVAILABLE
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ALARM AND CONTROL PANEL
4.
DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 10
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON
I —F�DESIGN
LOADING FOR D'BOX & LEACH. CHAMBERS TO BE AASHO H- 20
SEPARATE CIRCUIT FROM PUMP
2 " PRESSURE PIPE TO D'BOX
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
1000 GAL. H-20 S/
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
800 GAL.+
WEEP HOLE
ENVIRONMENTAL CODE TITLE V.
FLOAT SWITCH
ALARM ON RESERVE
CHECK VALVE
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
�
SETTINGSI
PUMP ON
USED FOR LOT LINE STAKING.
4'
WORKING RANGE 8'
8.
PIPE FOR SEPTIC SYSTEM TO SCH. '40-4" PVC.
Z'WASTEMATE"
�
-
4'
SUBM
SUBMERSIBLE
ERSIBLE MODEL M282 1/2 HP PUMP
9•
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
PUMP OFF 4'
SYSTEM COR EQUAL)
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
\�
c nl�_ �,.,:r�_n
JPEN SPACE
�r� ,cIQLOCATION
OF ALL UNDERGROUND &-OVERHEAD UTILITIES PRIOR
COMPACTION
PUMP CHAMBER
1 1.
I i.j uumjlLm-L, I�tA t Lir ui\r,.
ELECTRICAL PERMIT REQUIRED
(NOT TO SCALE)
/
WATERPROOF
TITLE 5 SITE PLAN
2�
831 GREAT ISLAND ROAD
V PROP. GAR. /
PROP. VENT NAL
PLACEMENT TO E DETERMINED I ZR
BY CONTRACTOR
HOMEOWNER)
26 oa
82 ) a
! � HI: H PT 26.0'
BENCHMARK: PK NAIL
AT EL. 25.5'
G
5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
PERIMETER OF LEACHING FACILITY, DOWN TO
SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM
SAND.
FOR BOATHOUSE BATHROOM, PROVIDE 15(10 GALLON WATERPROOF SE;'TIC TANK
AND 1000 GALLON WATERPROOF PUMP CHAMBER. PIPE TO PROPOSED SAS AS
SHOWN
YARMOUTH VARIANCE REQUIRED: TOP OF FOUNDATION TO
BE 4' BELOW THE HIGH POINT IN THE ROAD (6' VARIANCE REQUESTED)
EXIST. WELL
(FOR BEACH HOUSE AND BOAT HOUSE)
I TENNIS COURT f
I f
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH
PREPARED FOR: JONATHAN AND WHITNEY CLAY
30 0 30 60 90
SCALE: 1 = 30 DATE: APRIL 9, 2001
REV. 10/12/01 (GRADING)
P.L.S. DATE
off 5'J"-362-4541
j lax 50' 362-9880
I
down Cape engineering, inc,
CIVII. ENGINEERS
I -Ar' SURVEYDRS
939 main St. yarmouth, ma 02675