HomeMy WebLinkAbout25 Shore Side Drive - Site Plan 3LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
02-225
TOP FNDN AT E. 12.0' MIN S 1 .STEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO
DESIGN FLOW: 4_ BEDROOMS (110 GPD) = 440 GPD I MINIMUM ,75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
USE A 440 GPD DESIGN FLOW 27, SLOPE REQUIRED OVER SYSTEM 9 75'
s RUN PIPE LEVEL
SEPTIC TANK: 440 GPD (2) = 880 9.60' FOR FIRST 2' 2" DOUBLE WASHED PEASTONE 0.75' min cover
USE A ? 500 CALLON SEPTIC TANK PROPOSED 1500
9.1
15' GALLON SEPTIC 8.90' / 9.0'
LEACHING: TANK (H— 10) /
SIDES: 2(45 4 12). (•5E) (.74) = 48.9 BA T --
GAS 8 82' o000 8.65' 0 8.58' o
BOTTOM: 45 x 12 (.74) = 399.6 ( % SL PE) \_6" CRUSHED STONE OR MECHANICAL $ 0'58 0 8 0,
COMPACTION. (15.221 [2I)
TOTAL: 606 S.F. 448.5 GPD DEPTH of FLOW = 4' ( 0 z SLOPE) � � % SLOPE)
USE 45' x 12' LEACH FIELD OF 2 ROWS EACH OF 6 TEE SIZES: 10„ 3/4" TO 1 1/2" DOUBLE WASHED STONE
STANDARD INFILTRATORS EACH, WITH 2' STONE AT SIDES, INLET DEPTH =
2.3' BETWEEN ROWS AND 3.75' AT ENDS OUTLET DEPTH 14"
FOUNDATION— 22' SEPTIC TANK `.' D' BOX 9' LEACHING 5'
FACILITY
BOARD OF HEALTH
_ —. MA
APPROVED DAT: USE ADJUSTED WATER AT ELEV. 3.0'
NOTE: DWELLING FOO ',NGS MUST BE MIN. 2' ABOVE (TIDALLY INFLUENCED)
ADJUSTED GROUNDWi"TER ELEVATION (I.E. BASE OF
FOOTING TO BE AT MINIMUM ELEVATION OF 5.0')
FLOODZONE FOUNDATON DESIGN BY OTHERS
PROP, ROCK RETAINING WALL, TOP AT EL. 9.0'. PROVIDE 40 MIL
LINER ALONG INTERIOR OF WALL, TOP AT EL. 9.0', BOTTOM AT
r EL. 5.0'
+ 7.4
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND.
EXIST. DWELL.
EXISTING !WELLING (HATCHED AREA)
TO BE REED AND DEBRIS DISPOSED
OF AT ANAPPROVED SITE
EXIST. DWELL.
� oRPSS
6EPGN
5iN
EXIST, LANDING/STAIRS
ir5.9 �F 9.8
cZ `NGF, .L�..s...
� of ��Pr✓N C'R //
i
la P -
EXIST. L<
V9 EL.14 O
TEST HOLE LOGS
ENGINEER; TED DUMAS, RS
WITNESS: COLLEEN PELLEY
DATE: 4/24/99
PERC. RAl-
_ < 2 MIN/INCH
CLASS I
SOILS P#
1.
ELEV.
4
D,.
8.6'
MUNICIPAL WATER IS AVAILABLE
25`
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H --1O
31'
PIPE JOINTS TO BE MADE WATERTIGHT.
6,
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
38"
5.4'
FILL
A
LS
10YR 3/3
i 8
LS
lOYR 4/6
C
MS
84 OBS WATER 1,3
89" 2.5Y 7/3
v --I IJ v. I,, rnnr- 4v rHfC I.CL. I YL
ZONING DISTRICT: R25
YARD SETBACKS:
FRONT = 30'
SIDE = 15'
REAR = 20'
PLAN REF. — LCP 21122A
FLOOD ZONE:
V15 EL. 16, V9 EL. 14 AND Ag EL. 10 (HOUSE IS 1N
FLOODZONE A9 EL. 10)
LOT COVERAGE: DECK AND DWELL. = 187
MS i
18" 10YR7/1
J, LS I
32" I 7.5YR 5/E" R, -
76
90"
C
MS
l
2.5Y 6/6
OBS WATER _ 2,2'
/V�:�3
DA "E
ol! 508-582-4541
.ax 5C$ }67-9880
O'Own Cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yci-mouth, r1n 02675
NOT -ES:
1.
DATUM IS NGVD
2.
MUNICIPAL WATER IS AVAILABLE
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H --1O
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
6,
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7.
THIS PIAN IS FCR PROPO`,17D WORK ONLY AND NOT TC uE
8.
PIPE FOR SEPTIC SYSTEM 10 SCH. 4C-4" PVC,
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK,
TEST HOL_ LOGS
TITLE 5 SITE PLAN
ENGINEER: AH OJALA, PE T
OF
25 SHORE SIDE DRIVE
DATE: 5/7/03
IN
THE TOWN OF;
PERC. RATE _ < 2 jaII,:H
(SOUTH) YARMOUTH
CLASS I SOILS
_
PREPARED FOR; FRAN POLITO��
I
20 0 20 40 60
LEV.
0 "
I
SCALE: 1" = 20_ DATE: MAY 7, 2003
16
FILL `I
MS i
18" 10YR7/1
J, LS I
32" I 7.5YR 5/E" R, -
76
90"
C
MS
l
2.5Y 6/6
OBS WATER _ 2,2'
/V�:�3
DA "E
ol! 508-582-4541
.ax 5C$ }67-9880
O'Own Cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yci-mouth, r1n 02675