HomeMy WebLinkAboutEngineered Plan - 2017ALWAYS DIG SAFE PRIOR TO CONSTRUCTION= -UTILITY LOCATIONS SHOWN INCOMPLETE. JOB N0: Y17-.16
j NOTES Julian.dwg
1. LOCUS IS A.M. 10.7 PARCEL 4. Folder S614/36
2. ELEVATIONS SHOWN"ARE ASSIGNED: eve°u �°
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 3. LOCUS iS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. �.
�r > >� " o
4. ALL PIPES TO BE 4 SC 0 N
ro 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1 (4' PROVIDED). H 4 AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED
Y 310 CMR 15.212. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. )Ul
o , 41.22 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
i 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". RTE 6
8. IF TWO OR MORE LINES, WATER TEST D• -BOX FOR EQUAL FLOW.
F D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
N NO TO
/ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3 , OR VENTING .MUST BE PROVIDED. `
i/ 42.9 IP I QU ETTE COVERS: BUILD UP COVERS TO 6" BELOW GRADE --1 ON D -BOX, 2 ON LEACHING SCALE
/ 41,01 x 43.0
1"0. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2 MIN. 1/8' TO 1/2 PEA STONE ON TOP. LIOCATION MAP
F 1L IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
142,91 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
` / 43.22 **LOT AREA INCLUDES DASHED TEMPORARY 12. IF- AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
i V % 41,01 42,10 TURN AROUND AREA. IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).TEST HOLE 1
x 42.7,50
t x 42.8 6425,
f 3y
tx 42.5 4500,
41 '3 2.27
J 7x41,8 x43.2
41.0 x 42.9 x 42.7
LOT 3
x 43.0 Q 4i
41.4 1,9 1 8, 453± S. F`� 3 * x 42.6
x43.4
_42,57 43,4
X1,45 q Ito x 42.1
�r ,��� `` 1--8- � 4 2.3 "R/ LZ \ i : 4 3 :4 3
�--43.3•; 4303
. 43.1
42.6 ��
O J
40.9 '�-3.7 7
x 42.6 TH 1
/� 44 5 41,6
'9.73 � 43.
\
/ 4 4 x;700.
i / 43, :..:..... x 42,6
�® 9,67 i 4a, 71 x 42.5 J� �� 42.4 x 41.5
i V 441.2
x 43.1 S ,� a 42,3 6 .3
j�,41 4,C7 � 0
:' X0 / x 4 0
4 7
40.0$.4 i 41,26 °� 42.0 � x
2.0
+ 41. .6 �+ 41.31 42.12 41.5 x 43.2 Q x 4 % 2.0 x
x 42.2 N x 41.4
+ �� x 41.3 x 41.3
41.9820> 0i
41.72
+ 41,53 S' �4S0),
6 /2 S3ry F
BENCH MARK --TOP MAG. NAIL SET
IN PAVEMENT = 40.00 ASSIGNED
(15'-10" & 23'-7' OFF CENTER CATCH BASINS)
N /F
JULIAN
GAR
BDRM LVRM
BDRM I D I DNRM KIT
i
EXISTING FLOOR PLAN
NOT TO SCALE
x 41.5
46 x 41.0
x 41.1
41.6 x 41.4
D£S/cNq TEQ
x 40.5 x 41,4
�Rq/A x 41.2 x 40.5
qR�q
BENCH MARK --TOP OF SPIKE SET
DOWN T"= 41.55 ASSIGNED- /
(15'-4" OFF HOUSE CORN.. 24'=2" OFF DECK CORN.)
x 41.1
x /41.9
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. DEPT (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 41 6
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS,
WJE
UNDERGROUND ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
44.21± ARE PROPOSED
EXISTING CONTOUR
8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF .SHOWN, NOT ALL SHOWN)
x 41.1
x /41.9
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. DEPT (inches) ELEV.(feet)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 41 6
A E .layer 10yr 4/
loamy sand
layer 10yr 6/8
loamy sand
layer 2.5y 7/6
med. fine sand
i
!observed water _
40.8
39.1
32.3
29 6
I
l
144
�
ONLY, dire: to State and I.oca
0
NO GRADE CHANGES
TEST HOLE DATE:
October 5, 2017
10,
j ��
42.9 `
PERFORMED BY.
Ron Cadillac, Soil Evaluator
artment
44.21± ARE PROPOSED
WITNESSED BY:
Amy Von Hone, RS, CHO
Top Found.
PERC RATE:
<2'-00"/inch (C layer) .
28"o
High Ground Water=35.8
SOIL SURVEY(1993):
Carver coarse sand
Invert . 41.46
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
30"
42.3 Existing
<
(D
AIW247--ZONE C
September 2017
8 --ARC 36LP
Observed Water=32.3
x 42'1
Invert 40.34
CHAMBERS
Existing
Use Gas Baffle Invert 40.14
Top Units=40.:49
GARBAGE -GRINDER:
-No ---
- -- --- - --
- -LEACH AREA---�--_ _ _
Proposed
REQUIRED CAPACITY-
220 GPD
S=1 "/ft 6" cover
@ Filter Cloth
1000 GAL.
USE 8 --ARC 36HC HD CHAMBERS IN
Existing
Gal.
S=1/g"/ft -
3" Max.
�� Port
//�\
TWO TRENCHES 20' X 34.5" X 10.75"
In=4001000
7 79 SF/LF X 5'/UNIT-38 95
S F/UNIT
DEEP,
SET 5.3' APART, AS SHOWN.
r inspection
112"
I Existing
Septic Tank
A E .layer 10yr 4/
loamy sand
layer 10yr 6/8
loamy sand
layer 2.5y 7/6
med. fine sand
i
!observed water _
40.8
39.1
32.3
29 6
I
l
144
�
ONLY, dire: to State and I.oca
septic .variances.
Board,of llealth review and ahpr,'val
is required for
39.82
ns/alterations to
j ��
42.9 `
Invert 40.31/Invert 40.14
4> Bottom
artment
6 Stone or compact
Proposed
Proposj
I
10'
l
�- 2' =-I
Ied
l I N
I �- 0,
High Ground Water=35.8
j
,�l
3.5' of 5.1' USGS Adjustment
DESIGN DATA
<
(D
AIW247--ZONE C
September 2017
Observed Water=32.3
BEDROOMS:
2*
GARBAGE -GRINDER:
-No ---
- -- --- - --
- -LEACH AREA---�--_ _ _
--- - - ---
REQUIRED CAPACITY-
220 GPD
EXISTING SEPTIC TANK:-
1000 GAL.
USE 8 --ARC 36HC HD CHAMBERS IN
EFFECTIVE LEACHING AREA:
311.6 SF
TWO TRENCHES 20' X 34.5" X 10.75"
7 79 SF/LF X 5'/UNIT-38 95
S F/UNIT
DEEP,
SET 5.3' APART, AS SHOWN.
N / F 8 UNITS X 38.95 SF/UNIT= 311.6 SF(EFFECTIVE)
TOWN OF YARMOUTH DESIGN CAPACITY. 230.6 GPD
[(311.6; SF) X..74 GPD/SF] ✓��'�/fiu,
*REQUIRES RECORDING DEED RESTRICTION
EARS
HEALTH AGENT APPROVAL DATE
Permit valid for REPAIR OF'
F P�`IC SYS'1`F,M
ONLY, dire: to State and I.oca
septic .variances.
Board,of llealth review and ahpr,'val
is required for
any, future additions/renuvati
ns/alterations to
sewage facilities and/or structures
dwelling:
Yarmouth Health Del
artment
Date
Mme..
i
SITE PLAN
FOR
JAMES... R. JULIAN &JAMES R. JULIAN, JR
LOT 31 19 DEVEAU LANE, YARMOUTH, MA
OCTOBER 17, 2017 SCALE: 1"=20',
RONALD J. CADILLAC, PLS, RS, P.C. I
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH., MA 02673
0 (508) 775-97002017 BY R.J. CADILLAC PAGE 1 OF 1