HomeMy WebLinkAboutEngineered Plan - 2019ALWAYS DIG SAFE PRIOR. TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
oNo DEN KIT BATH BATH BDRM
ic14
I
0
z
z
a LVRM BDRM BDRM
EXIST. FLOOR PLAN N/F
NOT TO SCALE
2 Finished Rooms in Basement BELLI
I
BENCH MARK --TOP N. CORNER
CONC ® BULKEAD=22.99 ASSIGNED
BENCH MARK --TOP, BACK, CENTER
CONC. SEPTIC TANK=21.14 ASSIGNED
51'30" W 0
4
112•x'
OLD LEACH
PER AS -BUILT
N /F
ANDREWS
TOP & CENTER
CONC. BOUND=21.17
.Exist::.
Exist. Dog Pen j ..Shed.::
::..: 6... 21.6
X 'r
�L2 ,
20.78 1.4
X 21.2 L
20.67
X 21.3
20.66
o
X 21.5
"21.8
/ 2.04 - w
.0 W
X �
0 Z Z
oLn O
0
(_0= .0
0 X 21.9
2ix9- N 22'-:5 V)
U) 73 X2.8
o t o x'2.8 22.55
o
V tt �Xn21• .3
o � �
m 20,92 t t t t
.. .........
t ,
'3 21.17 tt t, t t 2.3
t1 Xtt 21.4
t _• J
20.7 2i�- X 21.9
Exist::: --,
1
.........:::::
I 1
X -�
20.
1.1 X 214
22 i _2RESERVE j
1 TH 1
PILE
+
"
N g0'S1'30 E
0
N /F m
EXIST. FENCE IS
KOPIEC rNIOT NEAR LOT LINE
G G
v
22.40
21.8
21.97
-a
D
LO 6 2 Z
15,16 , ±S.F: 21,7
N /F
LITWINCZYK
JOB NO. Y19-12 0
NOTES Austin.dwg�
1. LOCUS IS A.M. 62, PARCEL 27. FB34/37 S614/66.
2. ELEVATIONS SHOWN ARE ASSIGNED. Jefferson 'Ave.
3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. -
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
ce
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER! ,
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. a E
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". U
Q
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Washington ve
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIC =D. NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 1 ON LE=ACHING. SCALE
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2" MIN. 1/8 TO 1/2"I, PEA STONE ON TOP. LOCATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUN ),
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC..
20 7
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
G --
GAS FLAGS
W
WATER LINE FLAGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
X 9.5 X 9.5
EXIST. & PROP. ELEVATIONS ('X' MARKS POINT)
,,,-6--
EXISTING CONTOUR
--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
ED
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
G G
v
22.40
21.8
21.97
-a
D
LO 6 2 Z
15,16 , ±S.F: 21,7
N /F
LITWINCZYK
JOB NO. Y19-12 0
NOTES Austin.dwg�
1. LOCUS IS A.M. 62, PARCEL 27. FB34/37 S614/66.
2. ELEVATIONS SHOWN ARE ASSIGNED. Jefferson 'Ave.
3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. -
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
ce
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER! ,
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. a E
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". U
Q
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Washington ve
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIC =D. NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE-- 1 ON D -BOX, 1 ON LE=ACHING. SCALE
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2" MIN. 1/8 TO 1/2"I, PEA STONE ON TOP. LOCATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUN ),
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC..
20 7
12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AN') UNDER LEACHING
RONALD
�®
JAMES
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
R
�GISTS a
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 A --,ENT.
ELEV.(feet)
F,x 20,67
DEPTH
(inches)
I
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
21.1
A layer10-yr m /3
TEST HOLE DATE: Oct. 24, 2019
13"
sa
sandy
20.0
X 0.8 '
PERFORMED BY: Ron Cadillac,: 'oil
Evaluator
WITNESSED BY: Philip Renaud, Ilnspector
PERC RATE: <2'-00"/inch
(B layer)
E
B Payer 1Oyr,6/8
Ioam.y sand
28"a
20.t 5 r
SOIL SURVEY(1993): Carver loamy -oarse
GEOLOGIC MAP(1986): Barnstable pl iin
sand
deposits
48"
171
5:6r--LC6 0118 S125 CON C.
C layer 2.5y 7/4
rn
(�- 21.13 0
a
Invert 19.75 CHAMBE RS H-20
Invert 20.30± USE H- 10 COVER
Proposed
med. coarse sand
o
Invert 18.14
Exist. Tank Inlet H-10 Use .Gas Baffle Top Uni,;s=18:8
5% ravel
g
-o C�55 '
D
" 9" min. cover Proposed /
@Peastc' ne Filter Cloth
S=1/4 /ft
c`o �'
0.4
l
Proposed
1500 Gal.
��
S=3/8 /8"/ft S=1 /8"/ft 1 r
---- Thr
/� 6 Max.
.�
observed water
Invert 20.00
min.
134
-------------
9.9
x no m
l Pro osed
p
Septic Tank
_
S 12"
136"
9.8
--- -_
I
Z 1
f. Invert 18.00 NT1 7.0
t Invert 18.31 Proposed 5 4' Bottom
o D �' I i 6" Stone or compact p
0 o x 2 20.32 ' t � 0�}- 13' ' 1- 46� -� i N i-2'; -i High Grc undwater=11.6
x 20.38
20.61 rn I I I I l 1-1 14 1.7' US 3S Adjustment
DESIGN DATA October' 2019
CD Zone El
Observed ' ater=9.9
20.20 BEDROOMS: 3
-- GARBAGE --GRINDER
21.46 21.0 0.4 20,0 REQUIRED CAPACITY 330 GPD
PROPOSED SEPTIC TANK: 1500 GAL. LEACH AI SEA
x 20 34 ' LEACH AREA: 464 S.F. USE SI)( H-20 LC6'S OR
X rn `.1125 CONCRETE LEACH
21.
20.13 BOTTOM: 10 X 37, =370 S.F. CHAMBERS WITH 3.5 OF c TONE ALL AROUND FOR
SIDE: (10' + 37')2 X 1=94 S.F. A 37' X 10' X 1' DEEP LE ICH AREA.
X o.2 9 9 CAPACITY: 343 GPD
21.34 464 SF X 0.74 GPD/SF
X 21
21.19
20.74
+ 20.00
X 2019.96
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP
II AND SIGNATURE.
OF _ eri ��N M.4
M
ASS
RONALD
�®
JAMES
CADILLAC
## 1060 c
R
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RONALD
JAMES
CADILLAC
035779
. u_i
HEALTH AGENT APPROVAL
. DATE
Permit 'valid - for REPAIR ioF* SEvriC. SYSTEM
ONLY; due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/rei'ova tions/alterations to
sewage facilities and/or strut 'tures/dwelling.
Yarmouth Healt I Department
Name Date
SITE PLA' N
FOR
ASHLEY J. AUSTIN
LOT 629 9 ADAMS ROAD, NEST YARMOUTH, MA
ff f
NOVEMBER 6, 2019 SCALE: 1 =20
i
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR &'� REGISTERED SANITARIAN
P.O. BOX 2,18
WEST YARMOUTH, N"IA 02673
(508) 775-9 700 PAGE 1 OF 1
02019 BY R.J. CADILLAC