HomeMy WebLinkAboutEngineered Plan - Rev. 2014U
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BENCH MARK --TOP S.E. CORNER
CONC. BOUND=50.87 ASSIGNED ,I
Q
9,81
49, 31 51,1
10,87
• 50.5 � 50.5
BENCH MARK --TOP NAIL SET IN O \�
DRIVEWAY SKIRT=50.00 ASSIGNED 501
I
5 .4 5L
I
� , 50.6
1 F
�I 50,7
x 50.30 f I 51.7
�.,
o. a
I 15*�
151.8
52.1
�2.8 I
r� h\ 51,5
LLJ
/10
f \�
- t 1.39' '/ 0. r---__ ,r
�5� 8
28'-2"
....
0 1,5l1 � ,, �7. ::' 52.6
�' ` 0 �� EXISTIN .1.....
o , 5�,9 HOUSE ,I
10, N0, 984'
°A Biock,53.18t
53.1 X128'_1„ /
Li,
0 50,00 ' 50.9
�
51.7 40- --_ _ U -r
yv ) '
r r. 1 1
W,
I J -y 2,3 L- ; 50.9 50
LLjx 49.84 50,6, 51.6 __s-5C1J 50�
50.5
-��. = - - T--J6�.r------------------ 50.4 0
I PAVEMENT & DIRT RIVE�W i DIRT PARKING
-------- 50.3
49.9 49.E
L , I 49,3 5\\3 ��\ 9'Q�j `�\ `�/�C�� 49
�'z�49.7
` 49.7
4f '6 L
EEI +8.75 49.45 49.E 4 X01 / 50
49.9-��
4 -.28 50.3
®� •3.06
OPTIONAL 4 -BEDROOM
LEACHING
ob
N /F
PARSEAU
BDRM
x 49.7
49.1
49.9
49.8
0.1
19pal]
BENCH MARK --TOP OF SPIKE SET
DOWN 1"=49.20 ASSIGNED
(44'-2" TO HOUSE CORN. & 23'-t'• TO SHED CORN.)
EDRM I LVI
EN CL.
PORCH
,'l A
EXISTING FLOOR PLAN
NOT TO SCALE
CONSTRUCTION NOTES
1 . ..LEACHING: PROPOSED H-20 DRY WELLS DOWN 3' IN CASE
FUTURE PARKING IS INSTALLED AND GRADE IS REDUCED.
USE H-10 RISERS) FOR NOW.
2. EXCAVATE LEACH AREA AND CALL HEALTH AGENT AND OR
R.J. CADILLAC TO VERIFY SOILS PRIOR TO PLACING STONE.
3. HAVE PLUMBER PUT NEW SEWER PIPE IN PRIOR TO SETTING
SEPTIC TANK IN CASE ADJUSTMENT NEEDED.
N /F
DAVENPORT, TRS.
327,j0-,---
• 47.7
48.4
�1b
47.0
47.5
47.5 I
1.
LOTS 10 & ,_1,1
47.7 52360±S.F.
;shed'
V5.9
0
' 4
- 47.3 6.2
p,6 /
45.4
N /F
DONLEY
0
�10
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN RIG�ED STAMP AND SIQNATURE.
ob ASH OF 1dgsS9 1 �/ �H OF hfjii
RONALD cy�'P RONALD c��s
o JAMES JAMES
CADILLAC `� " CADILLAC
# 1060 # 35779
� FFG/STEFz�O l,Q�'cESS�� OQ-
SAMTAR\P' �� SUR'JE�,
�1-2zI(I V;
HEALTH AGENT APPROVAL
LEGEND
T 1
TEST HOLE LOCATION, NUMBER
----W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�•--"6-�-
EXISTING CONTOUR
5---
PROPOSED CONTOUR
20"
UTILITY POLE (IF SHOWN)
3 MIN.
EXISTING DRAINAGE CATCH BASIN
Amy Von. Hone, RS, CHO
<2'-00"/inch (C layer)
FENCE (IF SHOWN, NOT ALL SHOWN)
1.
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 3/22/14
--LEACHING
BDRM
x 49.7
49.1
49.9
49.8
0.1
19pal]
BENCH MARK --TOP OF SPIKE SET
DOWN 1"=49.20 ASSIGNED
(44'-2" TO HOUSE CORN. & 23'-t'• TO SHED CORN.)
EDRM I LVI
EN CL.
PORCH
,'l A
EXISTING FLOOR PLAN
NOT TO SCALE
CONSTRUCTION NOTES
1 . ..LEACHING: PROPOSED H-20 DRY WELLS DOWN 3' IN CASE
FUTURE PARKING IS INSTALLED AND GRADE IS REDUCED.
USE H-10 RISERS) FOR NOW.
2. EXCAVATE LEACH AREA AND CALL HEALTH AGENT AND OR
R.J. CADILLAC TO VERIFY SOILS PRIOR TO PLACING STONE.
3. HAVE PLUMBER PUT NEW SEWER PIPE IN PRIOR TO SETTING
SEPTIC TANK IN CASE ADJUSTMENT NEEDED.
N /F
DAVENPORT, TRS.
327,j0-,---
• 47.7
48.4
�1b
47.0
47.5
47.5 I
1.
LOTS 10 & ,_1,1
47.7 52360±S.F.
;shed'
V5.9
0
' 4
- 47.3 6.2
p,6 /
45.4
N /F
DONLEY
0
�10
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN RIG�ED STAMP AND SIQNATURE.
ob ASH OF 1dgsS9 1 �/ �H OF hfjii
RONALD cy�'P RONALD c��s
o JAMES JAMES
CADILLAC `� " CADILLAC
# 1060 # 35779
� FFG/STEFz�O l,Q�'cESS�� OQ-
SAMTAR\P' �� SUR'JE�,
�1-2zI(I V;
HEALTH AGENT APPROVAL
•
it
0
N
TEST HOLE DATE:
March 13, 2014
NOTES
JOB NO. Y14-07
RTE 6A
PERFORMED BY:
Ron Cadillac, Soil Evaluator
20"
Notev.dwg
3 MIN.
WITNESSED BY:
PERC RATE:
Amy Von. Hone, RS, CHO
<2'-00"/inch (C layer)
LEACH
1.
l
LOCUS IS A.M. 124, PARCEL 28.
FB 29/69 SB 13/41
32„
Top Exist. Block
GEOLOGIC MAP(1986):
2.
ELEVATIONS SHOWN ARE ASSIGNED.
Invert 50.55
Invert 50.10
Z
U
3.
LOCUS IS IN FLOOD ZONEON FIRM DATED JULY 2, 1992.
H-ZO
74"
REPLUMB
4.
ALL PIPES TO BE 4" SCH 0, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
70
AROUND TO MAKE A
U"
5.
MUNICIPAL WATER IS AVAI BLE. LOTS WITHIN 100' ARE ON TOWN WATER.
SF
13' BY
'A
6.
COMPONENTS TO BE AASHTO H-10, 'UNLESS NOTED.
_
rTop
9.4
82S=1
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
;u
SIDE LEACHING AREA:
8.
IF TWO OR MORE LINES, W TER TEST D -BOX FOR EQUAL FLOW
Proposed
Sept
Tank
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
NOT TO
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
i
SCALE
A
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
6" Stone or con
Invert 50.06 Invert 49.00 47.0
pactProposed Proposed 5.1 Bottom
10.
STONE TO BE DOUBLE WA§HED 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.,
A 13' BY 33' BY 2' DEEP LEACH
CONTACT THE BOARD OF HEALTH,
OR R.J. CADILLAC.
AREA=613
S.F. X
12.
IF AN OVERDIG IS CALLED
fOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULA
SAND MEETING SPECIFICATIONS OF 310 CMR 15:255(3).
TEST HOLE
1
13.
PUMP AND FILL ANY EXISTNG
CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOS
OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
ELEV.(feet)
14
ALL CONSTRUCTION TO 'MET
TITLE 5 AND LOCAL REGULATIONS
I
•
0
N
TEST HOLE DATE:
March 13, 2014
CENTER PROPOSED SEWER
PIPE TO BE 2'-5" BELOW
PERFORMED BY:
Ron Cadillac, Soil Evaluator
20"
TOP EXIST: BLOCK FOUND.
3 MIN.
WITNESSED BY:
PERC RATE:
Amy Von. Hone, RS, CHO
<2'-00"/inch (C layer)
LEACH
53.18
SOIL SURVEY(1993):
Carver coarse sand
32„
Top Exist. Block
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
Invert 50.55
Invert 50.10
2 DRY WELLS
U
Pro Proposed
P
Use Gas Baffle
H-ZO
74"
REPLUMB
Proposed
Invert 49.89
77„
AROUND TO MAKE A
g" m
S=1 /4" /f
n. cover
H-10
Proposed Top Conc.=49.8
stone/Filter
SF
13' BY
25' BY 2'
DEEP LEACH AREA.
S=1 S=1/2"/ft
rTop
9.4
82S=1
Invert 50.35
150
Gal.
SIDE LEACHING AREA:
152
°°
1 /4 /f____= 6" Max.
Proposed
Sept
Tank
l
24"
500 GAL.
--------- --�
i
A
GPD
6" Stone or con
Invert 50.06 Invert 49.00 47.0
pactProposed Proposed 5.1 Bottom
STONE ALL AROUND TO
i
I
GPD/SF]
132„
52.9
50.2
46.5
46.1
--i i 1 i i N i I 41.9
10'
-, 9 Bottom TH1=41.9
87E k' truth liealith Department
Vill
Date
DATE
SITE PLAN 0 2 2014
�I aLTH�oECIJ
FOR
DIMITAR NOTEV
LOTS 10 11, 984 WEST YARMOUTH ROAD
I
YARMOUTHPORT, MA
.MARCF 19, 2014 SCALE: 1 = 20
RON LD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
` (508) 775-9700
C)2014 BY R.J. CADILL
PAGE 1 OF 1
N
DESIGN DAA
BEDROOMS:
3 MIN.
LEACH
AREA
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330
GPD
USE 2
500 GAL.
H-20 DRY WELLS WITH
SEPTIC TANK:
1500
GAL.
4' OF
STONE ALL
AROUND TO MAKE A
BOTTOM LEACHING AREA:
325
SF
13' BY
25' BY 2'
DEEP LEACH AREA.
SIDE LEACHING AREA:
152
SF
OPTIONAL
LEACH AREA
[2(13'+ 25') X 2' DEEP)]'
l
USE 2
500 GAL.
H-20 DRY WELLS SET 8'
DESIGN CAPACITY:
353
GPD
APART
WITH 4' OF
STONE ALL AROUND TO
[(314.1 SF + 159.3 SF)�
.74
GPD/SF]
MAKE
A 13' BY 33' BY 2' DEEP LEACH
AREA=613
S.F. X
.74 GPD/S.F.=453 GPD
,1
N /F
I
GU STAFSON
87E k' truth liealith Department
Vill
Date
DATE
SITE PLAN 0 2 2014
�I aLTH�oECIJ
FOR
DIMITAR NOTEV
LOTS 10 11, 984 WEST YARMOUTH ROAD
I
YARMOUTHPORT, MA
.MARCF 19, 2014 SCALE: 1 = 20
RON LD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
` (508) 775-9700
C)2014 BY R.J. CADILL
PAGE 1 OF 1