HomeMy WebLinkAboutEngineered Plan - 2014ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
PROPERTY LINE NOTES: RECORD PLAN LACKS BEARINGS.
SIDE LOT LINES HELD PERPENDICULAR TO REAR LOT LINE.
YARMOUTH ROAD BOUNDS AND LAYOUTS FOR BAY ROAD
AND HEDGE ROW HELD.
PROPOSED ADDITION 11 S.F.
PROPOSED ADDITION 50 S.F.
N /F
BRITA
N /F
KHOURY
TH 1
1. ELS
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
is
GAS LINE MARKINGS
9 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
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EXISTING CONTOUR
8----
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
EE
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
4.
TREE (IF SHOWN, NOT ALL SHOWN)
BENCH MARK --MAG. NAIL SET
IN PAVEMENT= 20.00 ASSIGNED
,8
*OFFSETS ARE
TO CORNERBOARDS
r
RAISE GRADEOVER
, SEPTIC TANK
N /F
KHOURY
0
JOB NO. Y14-26
NOTES
I I _ !
m
41,9' USGS Adjustment
TEST HOLE DATE:
Buckley2.dwg
is
_ - June 2014 -
1.
LOCUS IS A.M. 22, PARCEL 33. FB29/56 SB13/53
.ao
Ron Cadillac, Soil Evaluator
2.
ELEVATIONS SHOWN ARE ASSIGNED.
a
BELOW
3.
LOCUS IS IN FLOOD ZONE X (2% CHANCE) ON FIRM PANEL 569 QATED'*JULY 16, 2014.
Amy Von Hone, RS, CHO
5
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
v
o
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
@Sty
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
�OQd
3
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
GEOLOGIC MAP(1986): Harwich outwash plain deposits
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Invert A 18.82
g`Oa�wo
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET,
y
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON 'LEACHING
SCALE
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
LOCATION
MAP
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER ° LEACHING
Use Gas Baffle
Invert 18.86
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
13.
PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
Top Un#s=18.17
Proposed
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
oQ Filter Cloth
TEST HOLE
1
1 =
5 8" ft
n /
DEPTH (inches)
ELEV.(feet)
0
20.4
19.4
17.9
10.6
9.2
i
� Invert 17.82
i Invert 18.03 "'Proposed 17.5
�, Bottom
6 Stone or compact Proposed 1
1
A-18' I I I 4i I
B -2g' 1 1 20' --� i - 1--1 - High Groundwater= 12,5
I I _ !
m
41,9' USGS Adjustment
TEST HOLE DATE:
June 19, 2014
12'
_ - June 2014 -
CENTER OF NEW SEWER LINE
PERFORMED BY:
Ron Cadillac, Soil Evaluator
TO EXIT 2'-3 1/2"
BELOW
)UT FIRST
WITNESSED BY:
Amy Von Hone, RS, CHO
5
BASEMENT TOP OF FOUNDAI1ON_
PERC RATE:
<2'-00"/inch (C layer)
LEACH AREA
NEEDED.
REQUIRED CAPACITY:
SOIL SURVEY(1993): Carver coarse sand
28
21.28±
PROPOSED SEPTIC TANK:
1500 GAL.
GEOLOGIC MAP(1986): Harwich outwash plain deposits
30"
EFFECTIVE LEACHING AREA:
Invert A 18.82
AS SHOWN, IN AN 8'-6"'` WIDE BY 55' TONG,
4.73 SF/LF X 5'/UNIT=23.68 S.F/UNIT
Top Foundation
Invert B 18.72
33 UNITS X 23.65 SF/UNIT=780.45 SF(EFFECTIVE)
DESIGN CAPACITY:
Proposed
Invert 18.25
33 ADS ARC 36LP
REPLUMB
Proposed
Use Gas Baffle
Invert 18.86
20, QC
9"
Top Un#s=18.17
Proposed
S-1 Fg"
min. cover
oQ Filter Cloth
Proposed
1500 Gal.
1 =
5 8" ft
n /
Invert 18.50
Septic Tank
\ Inspection Port
-""'�
118
Proposed
--------
�
3 8"
134„
20.4
19.4
17.9
10.6
9.2
i
� Invert 17.82
i Invert 18.03 "'Proposed 17.5
�, Bottom
6 Stone or compact Proposed 1
1
A-18' I I I 4i I
B -2g' 1 1 20' --� i - 1--1 - High Groundwater= 12,5
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN O RED ST MP D SIGNATURE.
C9A___
�ZN of MqS �jH SF MAS
S,q �P S
RONALD cm �° RONALD
o JAMEJAMES ,
CADILLAC " " CADILLAC
# 1060 , # 35779
FFEp
G/ST'o�O �, � SFS S\� �
SgNITAR�P� �V 5�-___E��(4 ' f
W
HEALTH AGENT APPROVAL
7
SITE PLAN
FOR
THOMAS & MAUREEN BUCKLEY
LOT 149 23 WEST ROAD, WEST YARMOUTH, MA
AUGUST 0, 2014 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
UC 2014 BY R.J. CADILLAC PAGE 1 OF 1
I I _ !
m
41,9' USGS Adjustment
DESIGN DATA
< __
�°
_ - June 2014 -
Mashpee29 Zane A
Observed Water=10.6
)UT FIRST
BEDROOMS:
5
T A PUMP
GARBAGE GRINDER:
No
LEACH AREA
NEEDED.
REQUIRED CAPACITY:
550 GPD
PROPOSED SEPTIC TANK:
1500 GAL.
USE 33 ADS ARC 36LP (3.8" INVERT) IN 3 ROWS,
EFFECTIVE LEACHING AREA:
780.45 SF
AS SHOWN, IN AN 8'-6"'` WIDE BY 55' TONG,
4.73 SF/LF X 5'/UNIT=23.68 S.F/UNIT
BY 3.8" DEEP LEACH AREA.
33 UNITS X 23.65 SF/UNIT=780.45 SF(EFFECTIVE)
DESIGN CAPACITY:
577 GPD
[(792 SF) X .74 GPD/SF]
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. NO RESERVE AREA IS SHOWN. 310 CMR 15.248.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN O RED ST MP D SIGNATURE.
C9A___
�ZN of MqS �jH SF MAS
S,q �P S
RONALD cm �° RONALD
o JAMEJAMES ,
CADILLAC " " CADILLAC
# 1060 , # 35779
FFEp
G/ST'o�O �, � SFS S\� �
SgNITAR�P� �V 5�-___E��(4 ' f
W
HEALTH AGENT APPROVAL
7
SITE PLAN
FOR
THOMAS & MAUREEN BUCKLEY
LOT 149 23 WEST ROAD, WEST YARMOUTH, MA
AUGUST 0, 2014 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
UC 2014 BY R.J. CADILLAC PAGE 1 OF 1