HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
rn
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
C 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
a 310 CMR 15.212.
o 2. NO RESERVE AREA IS -SHOWN. 310 CMR 15.248.
m
BDRM BDRM door on staircase 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 1.5.-255(3). HAND BORING 1
EXISTING FLOOR PLAN 13. PUMP AND FILL.ANY...EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, .BLOCK,
.14 " AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
NAVD88 /3141 1 4 NOT TO SCALE 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O 12 2
TEST HOLE DATE: August 17 2016
NO GRADE CHANGES 9 � 7"
11O• �� N /F PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Am Von Hone, RS, CHO
1411, _ 62 '�\ MCGOVERN PERC RATE: <2'y 00"/inch (B layer) a
SOIL SURVEY(1993): Carver coarse sand
12,34"
�2.1 89�, Invert A 11.05E GEOLOGIC MAP(1986): Harwich outwash plain deposits
161\ `. O�
11. 1,2.2 �� 68� 14.31 Invert B 12.22E
O \`� `w' -Y Top Fnd. Existing Invert 10.05 4 FLOWDIFFUSORS 44"
Provide Bumper, or Proposed H-20
��\ H-20 tank H-10 Use Gas Baffle Invert 9.32
/ x 11.96 113.4 20" cover Proposed Top Units=9.9 50',
\ Top Peastone/Filter Cloth
�\ H-20
169
2' STRIP Proposed S=1 /8"/ft+ =9.7 6" Max.
\ 28 t \ �8• LOT 31 1.500 Gal. T�(�► "
�� 119
/ 1.96 '''- �5�. F Invert 10.521
-I'/ Septic Tank
HB 1 \ `.. S,y T 80 Exist. Invert ---------- 11 r> "
A layer 1Oyr 3/4
loamy sand
B layer 10yr 7/6
loamy fine sand
C1 layer 2.5y 6/4
fine sand
C2 layer 10yr 6/6
loamy sand
C3 layer 2.5y 6/4
medium sand
observed water __
11.6
9.4
8.5
8.0
2.3
Q 13.3 N/F Old Tank Inlet 120 2.2
17612.3 1912.17 Q ^ry 1 8 Invert 10.30 nvert
'15912.3 ��L 158 \ 173 174 AZZONE Prop. Invert Proposed 9 Invert 9.32 8:4
124/ Fly x 12'8 \ x 13.1 6" Stone or compact r 4' Bottom Level
x 13,(�jg � P Proposed I
2. 1 133 '9� 13.1 \ t I I I I N
1 2 2 12.44 31'-2" % 9 I--11,'- I- 48' - i _ II - O' --I High Groundwater=4.4
177 13` 12.71 /� 3� \ Cl) July 2016 Adjustment
/ x 13.2 \1\3, 2.9 DESIGN DATA - Mashpee29 Zane A
/ 12.72 12 / 3.04 Observed
/ Observed Water=2.3
EH �`.: 3 13 CRUSH OLD TANK BEDROOMS: 3
1 .a 13. x RECOMMEND 4--22r5� - _- -- LEACH -AREA-
1�.7 AREA=11,390�S.F>.9 :�� ,::-•-�;� -- - -- -- - - _ _.-- `-
13 0 � 13,4 BENDS TO NEWTAl'iK
GARBAGE GRINDER: - ---- No =
__ -REQUIRED CAPACITY: 330 GPD
1213. 8 11813,7 �L 3.3 '
/sT :• B EXISTING SEPTIC TANK: 1500 GAL. USE 4 FLOWDIFFUSSORS WITH 4 OF STONE
ON THE SIDES AND 12" OFSTONE ON -THE ENDS
BOTTOM AREA: 408 S.F.
0� `` •. 2Uj• �O 3.6 TO MAKE A 34' X 12' X- 11" DEEP LEACH AREA.
(12 X 34')
19 s ~ :ham SIDE AREA: 84.64 S.F.
1 0
11713.8 BENCH MARK --TOP, BACK, CENTER ([12 + 34 ] X 2) X .92
04 9 / SEPTIC TANK=11.26 NAVD88 CAPACITY- 364.5 GPD
\� J "•:• Permit valid for REPAIR 0I• SI•.1'IIC .SVS'I'EM
84 (408 S.F.+ 84.64 S.F. X 0.74 ONLY; due, to Stag and I nc;al septic variances.
\\ j / Board,of Ilcalth reviov and a rroval n rcr wired liir
�'I l
11113.7 N F
e any future addrfions/re.nu�:,Uons!alicrations to
RO_BICHAUDsewage Goirhties and/or structures/dwciiinp.
4,
`\•3 7 fi3 t1 4.9 83 Yarmouth II61tlth Dep,trnnent
64 14,E 14.7 / x 12.9 A V1313tAIILj l�
90 13.5
� c
4.0
\\102
13.40
LEGEND
HB 1
JOB NO. Y16-06
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
NOTES
Robichaudl .dwg
moo
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6-`
1.
LOCUS IS A.M, 30, PARCEL 75,
FB32/2,13 SB14/15
N
~ ;
of
* No door & no closet
2:
ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM20 & .VERTCON.
0
v °
a
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 3/16/2018 --PROPOSED 1500 GALLON SEPTIC TANK
3.
LOCUS IS IN FLOOD ZONE X(0.2% RISK) ON FIRM DATED JULY 16, 2014.
3
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
r
`
OFFICE*
BDRM
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
�23
v Carver Rd.
6.
COMPONENTS TO BE AASH H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
DNRM KIT8.
[BATH
o
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
LVRM
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
BATH
Basement has one
finished room w/no
1.0.
11.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN. 1/8 TO 1/2 PEA STONE ON TOP.,
IF UNSUITABLE SOILS OR SOILS DIFFERING FROM THE -SOIL LOG ARE FOUND
SCALE
LOCATION
MAP
BDRM BDRM door on staircase 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 1.5.-255(3). HAND BORING 1
EXISTING FLOOR PLAN 13. PUMP AND FILL.ANY...EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, .BLOCK,
.14 " AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
NAVD88 /3141 1 4 NOT TO SCALE 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O 12 2
TEST HOLE DATE: August 17 2016
NO GRADE CHANGES 9 � 7"
11O• �� N /F PERFORMED BY: Ron Cadillac, Soil Evaluator
ARE PROPOSED WITNESSED BY: Am Von Hone, RS, CHO
1411, _ 62 '�\ MCGOVERN PERC RATE: <2'y 00"/inch (B layer) a
SOIL SURVEY(1993): Carver coarse sand
12,34"
�2.1 89�, Invert A 11.05E GEOLOGIC MAP(1986): Harwich outwash plain deposits
161\ `. O�
11. 1,2.2 �� 68� 14.31 Invert B 12.22E
O \`� `w' -Y Top Fnd. Existing Invert 10.05 4 FLOWDIFFUSORS 44"
Provide Bumper, or Proposed H-20
��\ H-20 tank H-10 Use Gas Baffle Invert 9.32
/ x 11.96 113.4 20" cover Proposed Top Units=9.9 50',
\ Top Peastone/Filter Cloth
�\ H-20
169
2' STRIP Proposed S=1 /8"/ft+ =9.7 6" Max.
\ 28 t \ �8• LOT 31 1.500 Gal. T�(�► "
�� 119
/ 1.96 '''- �5�. F Invert 10.521
-I'/ Septic Tank
HB 1 \ `.. S,y T 80 Exist. Invert ---------- 11 r> "
A layer 1Oyr 3/4
loamy sand
B layer 10yr 7/6
loamy fine sand
C1 layer 2.5y 6/4
fine sand
C2 layer 10yr 6/6
loamy sand
C3 layer 2.5y 6/4
medium sand
observed water __
11.6
9.4
8.5
8.0
2.3
Q 13.3 N/F Old Tank Inlet 120 2.2
17612.3 1912.17 Q ^ry 1 8 Invert 10.30 nvert
'15912.3 ��L 158 \ 173 174 AZZONE Prop. Invert Proposed 9 Invert 9.32 8:4
124/ Fly x 12'8 \ x 13.1 6" Stone or compact r 4' Bottom Level
x 13,(�jg � P Proposed I
2. 1 133 '9� 13.1 \ t I I I I N
1 2 2 12.44 31'-2" % 9 I--11,'- I- 48' - i _ II - O' --I High Groundwater=4.4
177 13` 12.71 /� 3� \ Cl) July 2016 Adjustment
/ x 13.2 \1\3, 2.9 DESIGN DATA - Mashpee29 Zane A
/ 12.72 12 / 3.04 Observed
/ Observed Water=2.3
EH �`.: 3 13 CRUSH OLD TANK BEDROOMS: 3
1 .a 13. x RECOMMEND 4--22r5� - _- -- LEACH -AREA-
1�.7 AREA=11,390�S.F>.9 :�� ,::-•-�;� -- - -- -- - - _ _.-- `-
13 0 � 13,4 BENDS TO NEWTAl'iK
GARBAGE GRINDER: - ---- No =
__ -REQUIRED CAPACITY: 330 GPD
1213. 8 11813,7 �L 3.3 '
/sT :• B EXISTING SEPTIC TANK: 1500 GAL. USE 4 FLOWDIFFUSSORS WITH 4 OF STONE
ON THE SIDES AND 12" OFSTONE ON -THE ENDS
BOTTOM AREA: 408 S.F.
0� `` •. 2Uj• �O 3.6 TO MAKE A 34' X 12' X- 11" DEEP LEACH AREA.
(12 X 34')
19 s ~ :ham SIDE AREA: 84.64 S.F.
1 0
11713.8 BENCH MARK --TOP, BACK, CENTER ([12 + 34 ] X 2) X .92
04 9 / SEPTIC TANK=11.26 NAVD88 CAPACITY- 364.5 GPD
\� J "•:• Permit valid for REPAIR 0I• SI•.1'IIC .SVS'I'EM
84 (408 S.F.+ 84.64 S.F. X 0.74 ONLY; due, to Stag and I nc;al septic variances.
\\ j / Board,of Ilcalth reviov and a rroval n rcr wired liir
�'I l
11113.7 N F
e any future addrfions/re.nu�:,Uons!alicrations to
RO_BICHAUDsewage Goirhties and/or structures/dwciiinp.
4,
`\•3 7 fi3 t1 4.9 83 Yarmouth II61tlth Dep,trnnent
64 14,E 14.7 / x 12.9 A V1313tAIILj l�
90 13.5
� c
4.0
\\102
13.40
87 13.7 BENCH MARK --TOP FLANGEBOLT
OVER MAIN DISCHARGE=13.36 NAVD88
(AT CORNER OF CARVER AND TANGLEWOOD)
88
13,7
62
x 13.1
THIS PLAN IS A VALID COPY ONLY IF IT _BEARS
AN RED S AMP ND SIGNATURE.
.�j\A OF Mq �ZH OF Mqs
s9c, � .P Sqc
RONALD yG6 .` / RONALD
o JAMES JAMES
CADILLAC .. " CADILLAC
# 1050, # 35779
FFG/STEREO n`' a .I/ ss\O O�L '
s N /
S U RV E .
( i
HEALTH AGENT APPROVAL
DATE
atue Date
SITE PLAN
FOR
ROBICHARD ESTATE
58 CARVER ROAD, WEST YARMOUTH, MA
AUGUST 31, 2016 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 PAGE 1 OF 1
2016 BY R.J. CADILLAC
LEGEND
HB 1
HAND BORING LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 X8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6-`
EXISTING CONTOUR
g--
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)
REV. 3/16/2018 --PROPOSED 1500 GALLON SEPTIC TANK
87 13.7 BENCH MARK --TOP FLANGEBOLT
OVER MAIN DISCHARGE=13.36 NAVD88
(AT CORNER OF CARVER AND TANGLEWOOD)
88
13,7
62
x 13.1
THIS PLAN IS A VALID COPY ONLY IF IT _BEARS
AN RED S AMP ND SIGNATURE.
.�j\A OF Mq �ZH OF Mqs
s9c, � .P Sqc
RONALD yG6 .` / RONALD
o JAMES JAMES
CADILLAC .. " CADILLAC
# 1050, # 35779
FFG/STEREO n`' a .I/ ss\O O�L '
s N /
S U RV E .
( i
HEALTH AGENT APPROVAL
DATE
atue Date
SITE PLAN
FOR
ROBICHARD ESTATE
58 CARVER ROAD, WEST YARMOUTH, MA
AUGUST 31, 2016 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 PAGE 1 OF 1
2016 BY R.J. CADILLAC