HomeMy WebLinkAbout17 Spinnaker Lane - Site & Sewage Plan1
SEPTIC PROFILE
T.O.F. AT EL. 35.0'NOT To SCALE)
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (
ACCESS COVER (WATERTIGHT) TO
34'0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
31,0' FOR FIRST 2'
PROPOSED 1500;--4f
GALLON SEPTIC 30.02'
.30.27' TANK (H- 10 ) GAS
EL BAFFLE 30.01j/ -2 4
(z7 SLOPE) �_6" CRUSHED STONE OR MECHANICAL o
COMPACTION. (15.221 [21) - og
DEPTH F FLOW = 4 ( % SLOPE) ( % SLOPE)
TEE SIZES:
INLET DEPTH
OUTLEIT DEPTH = 14"
FOUNDATION- 35' - SEPTIC TANK 1 D' BOX
WELLS: (ON BORDER BETWEEN SDW 252 AND AIW 247)
ZONE: B
ADJUSTMENT: AIW 247 (NOV.) - 2.7'
SDW 252 (NOV) - 2.3'
AIW 247 (DEC) - 3.1'
SDW 252 (DEC) - 2.6'
USE AVERAGE BETWEEN WELLS AND BETWEEN MONTHS (MONITORING
WELL READING WAS TAKEN DECEMBER 16, 1998) = 2.7' ADJUSTMENT
TEST HOLE -LOGS I
ENGINEER; A.H. OJALA, PE
2% SLOPE REQUIRED OVER SYSTEM310' WITNESS; AMY VON HONE, RS M BRUCE MURPHY, RS
.
DATE: 12/9/98
/ 2" DOUBLE WASHED PEASTONE I
< 2 MIN/INCH
\
3' MAX. PERC. RATE _
CLASS I & III SOILS P#
----------
3/4" To 1 1/2" DOUBLE WASHED STONE
A
MW 0"
1_I
LEACHING
FACILITY 5'
USE ADJ. WATER ® 24.2'
72„
MW SET 12/9/98
MW LEVELED AND
/ MEASURED
12/16/98
4
B
LS
12"
Cl
36" SILT LOAM
C2
FINE SAND
72" obs. water
ELEV. Q
27.51' 0"
- B
LS
10" 2.5Y 6/6
- Cl
SILT LOAM
3011 2.5Y 6/2
24.51'
2814'
27.31.
ASSESSORS MAP 103 PARCEL 63
ZONING DISTRICT R40 (CURRENT)
C2„ YARD SETBACKS:
63"� FRONT =
FINE SAND SIDE _
REAR =
2.5Y 7/6 PLAN REF. - 96/1331 (1965)
TO
2.5Y 6/3 FLOOD ZONE: C
__ --
3p 50 p0 \� f R LANE (et. 23.64')
E 114" 18.01' 120" 18.14'
C. BAST E - CTR 1 NOTES:
SPIN
NA j{ 132�
C. BASIN EL = 2s.ei r NO WATER
-32 6
%/ 133 X5L;23 /29_ \ y '`0 �� TH3 27.85'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
- _
R=1 " 61 / CESIGN FLOW: 3_ BEDROOMS (110 GPD) = 330 GPD
Ih;
S. �O USE A �J6 GPD DES;GN F LOV:
J/ 2 / SEPTIC TANK: 330 GPD ( 2 ) = 660
(/ 1��12i1 c + I102.1/L / / ` -29- o 1 USE A 1500_ GALLON SEPTIC TANK
1 1 / 32.0' 1 O q 0°
`'� 32.0' 2 1 LEACHING:
t N/A
10 ; SIDES:
'`33- - �� 33.0' / 0 15 x 30 (.74) = 333
� \ \ _� -., � BOTTOM:
_ r 9
\ 3p--- 34.0' 33.0' ? �1 1 / U,l .TOTAL: 450 S.F. 333 GPD
��1 �2g� , 11• 1 /" R = V, 1 o USE 2 ROWS OF 4 STANDARD INFILTRATORS EACH WITH
6R 0�1/ 0 3' STONE BETWEEN ROWS AND AT SIDES, 2.5' AT ENDS
1PP-OP
3 1 s
1 LOT 3 p -OP 1"G 0 11 GAR v EL. 29.09'
/` �2 TH1
TF: 3L
35. �- -
10,4Lf 7 sq. ft. TH2 , /1�
? o 0.174 ac. I
\\ 11 I ® BN �`sa.o' 5 `� 30 LEGEND
PROP. PATIO
Ii 31 _ - - 10' - - _ 100.0 PROPOSED SPOT ELEVATION
- -, __31----
- 20' 100xO EXISTING SPOT ELEVATION
140 p0 �'�-�
- - - - - - - - --- - - - - 100
_ PROPOSED CONTOUR
_ - - -
s ' - _ - - - - - - -- - 100 - - EXISTING CONTOUR
---------------------�-
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF SYSTEM DOWN TO FINE
SAND LAYER. REPLACE WITH CLEAN MED.
SAND. ENGINEER TO INSPECT AND CERTIFY
REMOVAL.
98-413
BOARD OF HEALTH
_) 1. DATUM JS APPROXIMATED FROM DENNIS QUAD
2, MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1Z8" PER FOOT.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
III
i
srTE AND SEWAGE PLAN
OF
LOT 3 SPINNAKER LANE
IN THE TOWN OF:
YARMOUTH( iIORT)
PREPARED FOR:
DUBLIN CONSTRUCTION
20 0 20 40 60
-+
MA SCALE: 1.. = 20' DATE: DECEMBER 15 1998
'APPROVED DATE
o4 508-362-4541.
fm 508 362-9880
1OH JOF
Of 411gdown cape engineering, inc. ARNE ARNE4AH.
�
III
CIVIL ENGINEERS s o1HAiA 8 CIVIL ti
No. 28348. ,. No.
LAND SURVEYORS 9�"�ss aF f1 c>
-�1----
939 main st. yarmouth, ma 02675_ A H. A, -PA7E
II
i
RTE. 6A..
C
G p
2
PO
P�
Y
V
Q OCK
O
C: )
MID
EX T
LOCUS,
MAP
SCALE ''I 1" = 2083'
27.31.
ASSESSORS MAP 103 PARCEL 63
ZONING DISTRICT R40 (CURRENT)
C2„ YARD SETBACKS:
63"� FRONT =
FINE SAND SIDE _
REAR =
2.5Y 7/6 PLAN REF. - 96/1331 (1965)
TO
2.5Y 6/3 FLOOD ZONE: C
__ --
3p 50 p0 \� f R LANE (et. 23.64')
E 114" 18.01' 120" 18.14'
C. BAST E - CTR 1 NOTES:
SPIN
NA j{ 132�
C. BASIN EL = 2s.ei r NO WATER
-32 6
%/ 133 X5L;23 /29_ \ y '`0 �� TH3 27.85'
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
- _
R=1 " 61 / CESIGN FLOW: 3_ BEDROOMS (110 GPD) = 330 GPD
Ih;
S. �O USE A �J6 GPD DES;GN F LOV:
J/ 2 / SEPTIC TANK: 330 GPD ( 2 ) = 660
(/ 1��12i1 c + I102.1/L / / ` -29- o 1 USE A 1500_ GALLON SEPTIC TANK
1 1 / 32.0' 1 O q 0°
`'� 32.0' 2 1 LEACHING:
t N/A
10 ; SIDES:
'`33- - �� 33.0' / 0 15 x 30 (.74) = 333
� \ \ _� -., � BOTTOM:
_ r 9
\ 3p--- 34.0' 33.0' ? �1 1 / U,l .TOTAL: 450 S.F. 333 GPD
��1 �2g� , 11• 1 /" R = V, 1 o USE 2 ROWS OF 4 STANDARD INFILTRATORS EACH WITH
6R 0�1/ 0 3' STONE BETWEEN ROWS AND AT SIDES, 2.5' AT ENDS
1PP-OP
3 1 s
1 LOT 3 p -OP 1"G 0 11 GAR v EL. 29.09'
/` �2 TH1
TF: 3L
35. �- -
10,4Lf 7 sq. ft. TH2 , /1�
? o 0.174 ac. I
\\ 11 I ® BN �`sa.o' 5 `� 30 LEGEND
PROP. PATIO
Ii 31 _ - - 10' - - _ 100.0 PROPOSED SPOT ELEVATION
- -, __31----
- 20' 100xO EXISTING SPOT ELEVATION
140 p0 �'�-�
- - - - - - - - --- - - - - 100
_ PROPOSED CONTOUR
_ - - -
s ' - _ - - - - - - -- - 100 - - EXISTING CONTOUR
---------------------�-
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF SYSTEM DOWN TO FINE
SAND LAYER. REPLACE WITH CLEAN MED.
SAND. ENGINEER TO INSPECT AND CERTIFY
REMOVAL.
98-413
BOARD OF HEALTH
_) 1. DATUM JS APPROXIMATED FROM DENNIS QUAD
2, MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1Z8" PER FOOT.
4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
III
i
srTE AND SEWAGE PLAN
OF
LOT 3 SPINNAKER LANE
IN THE TOWN OF:
YARMOUTH( iIORT)
PREPARED FOR:
DUBLIN CONSTRUCTION
20 0 20 40 60
-+
MA SCALE: 1.. = 20' DATE: DECEMBER 15 1998
'APPROVED DATE
o4 508-362-4541.
fm 508 362-9880
1OH JOF
Of 411gdown cape engineering, inc. ARNE ARNE4AH.
�
III
CIVIL ENGINEERS s o1HAiA 8 CIVIL ti
No. 28348. ,. No.
LAND SURVEYORS 9�"�ss aF f1 c>
-�1----
939 main st. yarmouth, ma 02675_ A H. A, -PA7E
II
i