HomeMy WebLinkAboutEngineered Plan - 2019ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
NOTE: A 1955 ROAD LAYOUT TOOK A
PORTION OF THIS LOT.
LO
M
IL
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0
0
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a
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MAX FEASIBLE COMPLIANCE APPROVALS
1. RESERVE AREA NOT .SHOWN. 310CMR 15.248
UTILITY
= KIT.
BDRM a DNRM
m
-C
BDRM BDRM LVRM
FLOOR PLAN
NOT TO SCALE
LEGEND
N /F
OCONNOR
•-�u,5 g12�±
1 ,,-1 0.4
X 4\9.842 3
1
83
........ ..
1
0 1
1 1
TING
ov 20,00
1 P PRK 1 15 '�
sE
'gg11 0 rr 1'�gO20.1 x,10 3
1 / 1`� m
V� 1918
19.780 N 20.1
1 _c 20.3 3.0 19.5
x,o LOT 0
111 x 20, 03 19.4
8480 S. F.19..:.1: 71:.
1 N
BENCH MARK --TOP SW CORNER OF
CONCRETE STOOP=20.03 ASSIGNED
N /F
WALDRON
1x 15, s\ :.:..
x 20.0511 x 20.0 20.0 EX. :.
1-GAZEBQ-
`I .720.1
ti019.
( n 1\ x 20.0-
v ` x 19.tr'x 1918 j �o_
\2 1E:0
_
9.95 r . -�� 8-_- = 19__
19.90 �� 20.041> o ox:.
NT 1 -1 _ .:.9.7
�, 1.51±
20.00 ��.� 3�, -- x 20.0
9.8
19.64
X 19.80i -�
1 1 53-1'9,59
i �-X19.131
Ix 19.97
x 19,63 �--_ I
X 19.88
X 19.79
REMOVE EXISTING LEACHING
AND CLOGGED STONE WITH
IN 5' OF NEW LEACHING
TEST HOLE LOCATION, NUMBER
WATER LINE FLAGS
EXIST. & PROP. ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
BENCH MARK --TOP, BACK, CENTER OF
SEPTIC TANK=18.64 ASSIGNED
TEST HOLE DATE: April 4, 2019 6"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 18"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits 32"32"
Invert 17.22± 2-500 GALLON DRY WELLS
Existing Invert 16.97
H-10 Use Gas Baffle Top Units=17.5
Proposed
_ min. cover Top Stone=17.1
-- - I-( Existing I S=1 /4" eft f_ _. 6" Max.
1 1000 Gat.=Proposed
Septic TankL---------I6" Stone or compact
i- 4' 131
,-
I I I-1
a)
DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER: - - -- No--
REQUIRED
o=-
REQUIRED CAPACITY: 330 GPD
EXISTING SEPTIC TANK: 1000 GAL.
LEACHING AREA: 479 S.F.
BOTTOM AREA: (29' X 11')=319 SF
SIDE AREA: (29' + 11')2 X 2'=160 SF
CAPACITY: 354 GPD
479 SF X 0.74 GPD/SF
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN O-RWANAL RED STAP AND SIGNATURE.
HEALTH AGENT APPROVAL
Yzrmonth Hen1th Department
le "'Imp
WE
Date
130"
24"
T 24" 132"
14.7
5.2' Bottom
High Groundwater=9.5
0.7' Adjustment
Mash29 Zone A
March 2019
Observed Water=8.8
LEACH AREA
USE 2 DRY WELLS SET 4' APART WITH APPROX.
3' OF STONE ON THE SIDES AND 4' ON THE ENDS
TO MAKE A 29' X 11' X 2' DEEP LEACH AREA.
SITE PLAN
FOR
ANGELA LENTROS
A layer 10yr',5/2
loamy sand
B1 layer 10yr 5/8
sandy loam
B2 layer 1Oyr 5/8
loamy sand
C layer 10yr 6/8
med. coarse ',sand
i
__observed water _
4
APR. U 5 Z019
i ' i..A1_TH DEPT
LOT 10, 30 LOCUST STREET, SOUTH. YARMOUTH, MA
APRIL 5, 2019 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700 PAGE 1 OF 1
C- 2016 BY R.J. CADILLAC
NOTES Lentros2.dwg
St.
1.
LOCUS IS A.M. 42, PARCEL 254. F834/20 SB14/57
willow
50
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014.
c o
4.
ALL. PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
N fl
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.r'
0
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
p
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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.
LOCATION MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND -FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK,
AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(fee
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0 19.6
TEST HOLE DATE: April 4, 2019 6"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO 18"
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits 32"32"
Invert 17.22± 2-500 GALLON DRY WELLS
Existing Invert 16.97
H-10 Use Gas Baffle Top Units=17.5
Proposed
_ min. cover Top Stone=17.1
-- - I-( Existing I S=1 /4" eft f_ _. 6" Max.
1 1000 Gat.=Proposed
Septic TankL---------I6" Stone or compact
i- 4' 131
,-
I I I-1
a)
DESIGN DATA
BEDROOMS: 3
GARBAGE GRINDER: - - -- No--
REQUIRED
o=-
REQUIRED CAPACITY: 330 GPD
EXISTING SEPTIC TANK: 1000 GAL.
LEACHING AREA: 479 S.F.
BOTTOM AREA: (29' X 11')=319 SF
SIDE AREA: (29' + 11')2 X 2'=160 SF
CAPACITY: 354 GPD
479 SF X 0.74 GPD/SF
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN O-RWANAL RED STAP AND SIGNATURE.
HEALTH AGENT APPROVAL
Yzrmonth Hen1th Department
le "'Imp
WE
Date
130"
24"
T 24" 132"
14.7
5.2' Bottom
High Groundwater=9.5
0.7' Adjustment
Mash29 Zone A
March 2019
Observed Water=8.8
LEACH AREA
USE 2 DRY WELLS SET 4' APART WITH APPROX.
3' OF STONE ON THE SIDES AND 4' ON THE ENDS
TO MAKE A 29' X 11' X 2' DEEP LEACH AREA.
SITE PLAN
FOR
ANGELA LENTROS
A layer 10yr',5/2
loamy sand
B1 layer 10yr 5/8
sandy loam
B2 layer 1Oyr 5/8
loamy sand
C layer 10yr 6/8
med. coarse ',sand
i
__observed water _
4
APR. U 5 Z019
i ' i..A1_TH DEPT
LOT 10, 30 LOCUST STREET, SOUTH. YARMOUTH, MA
APRIL 5, 2019 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700 PAGE 1 OF 1
C- 2016 BY R.J. CADILLAC