HomeMy WebLinkAbout18 Sleeping Dog Path Site PlanSYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS O 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 .74 = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5).
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9, COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
10YR 6/3' 10YR 6/3'
126" 41.5' 126" 40_5'
NO GROUNDWATER ENCOUNTERED
DCE #16-203
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
TOP FOUND. EL. 55.0' FILTER FABRIC OVER STONE
54.0' MINIMUM .751 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 53.0'
PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS I BLOCKS OR
RISERS (NP.) MIN. 2" WALL THICKNESS PRECAST RISERS
2'0 4"0SCH40 PVC MORTAR ALL
PIPES LEVEL 1ST 2' 4• COMPONENTS INVERT IN 49.17'
ENDS (TYP') SIDES 5
50.09'10".. 1500 GAL H-10 14
49.74' TEE SEPTIC TANK TEE0 0 0 0 0 0
49.49'0 6" MIN. SUMP Do
GAS BAFFLE.: ° 000° a^ 12" MIN. INT. DIM.
•- - 00000®®®®E�o oo®®®�®®®o®
•: 4' U0. LEVEL (ACME OR EQUAL) ,L 49.44' 49.27 4;
o.°°'�°�°�°a°�°�°�°�°�°� °�°�°�°�° c a°°oo H-1�0 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR ED[
0 0 0 0 0 ".°.".".°. e.o o 3/4"-1-1/2" DDUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [21)
(2_5 % SLOPE) (-L7 % SLOPE) (-L-% SLOPE)
FOUNDATION- 14' - -SEPTIC TANK 5' D' BOX 12' LEACHING 40.5' BOTTOM TFI-2
FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
i
4
86.25'14" W
TEST HOLE LOGS
2�7. fig.
N ;77"07'26" W
ENGINEER: RON
TEST
HOLE LOGS
V//,
c
20"
N
ENGINEER: CRAIG
J. FERRARI,
SE #13871
RS
B
WITNESS: AMY
VON HONE, RS
DATE: 4/28/2004
/SL
REQUIRED
DATE: 7/7/2016
MIN. LOT SIZE 40,000 S.F.
2.SY 5/6
PERC. RATE
_ < 2 MIN INCH
< 2 MIN/INCH
48"
MIN. FRONT SETBACK 30'
CLASS
___ SOILS
MIN. SIDE SETBACK 20'
22.8'
[�
O°' 4
4
ELEV.
4
ELEV.
0„
8"
52' 0„
LESS
51'
C
0/A
2.5Y 5/6
52.5
FjUNSUITABLE UNSUITABLE SOIL
0/A
FSL
S
//LS
PERC
M/CS
10YR 3/2
2.5Y 6/2
10YR 3/2
2.5Y 6/4
9"
132"
12"
46.3'
BB
LS�LS
22"
0YR 5/4
50.2' 24„
10YR 5/4
49,
C1
C1
PERC
M/FS
M/FS
84"
lOYR 6/6
45' 72"
10YR 6/6
45'
10YR 6/3' 10YR 6/3'
126" 41.5' 126" 40_5'
NO GROUNDWATER ENCOUNTERED
DCE #16-203
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
TOP FOUND. EL. 55.0' FILTER FABRIC OVER STONE
54.0' MINIMUM .751 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 53.0'
PRECAST H-10 WATERTEST D'BOX FOR LEVELNESS I BLOCKS OR
RISERS (NP.) MIN. 2" WALL THICKNESS PRECAST RISERS
2'0 4"0SCH40 PVC MORTAR ALL
PIPES LEVEL 1ST 2' 4• COMPONENTS INVERT IN 49.17'
ENDS (TYP') SIDES 5
50.09'10".. 1500 GAL H-10 14
49.74' TEE SEPTIC TANK TEE0 0 0 0 0 0
49.49'0 6" MIN. SUMP Do
GAS BAFFLE.: ° 000° a^ 12" MIN. INT. DIM.
•- - 00000®®®®E�o oo®®®�®®®o®
•: 4' U0. LEVEL (ACME OR EQUAL) ,L 49.44' 49.27 4;
o.°°'�°�°�°a°�°�°�°�°�°� °�°�°�°�° c a°°oo H-1�0 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR ED[
0 0 0 0 0 ".°.".".°. e.o o 3/4"-1-1/2" DDUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [21)
(2_5 % SLOPE) (-L7 % SLOPE) (-L-% SLOPE)
FOUNDATION- 14' - -SEPTIC TANK 5' D' BOX 12' LEACHING 40.5' BOTTOM TFI-2
FACILITY NO GROUNDWATER FOUND
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
i
4
86.25'14" W
TEST HOLE LOGS
2�7. fig.
N ;77"07'26" W
ENGINEER: RON
CADILLAC,
SE
V//,
c
20"
N
30"
WITNESS: LYNN
McCARTIN,
RS
B
C1
DATE: 4/28/2004
/SL
REQUIRED
F5
MIN. LOT SIZE 40,000 S.F.
2.SY 5/6
62"
PERC. RATE _
< 2 MIN/INCH
48"
MIN. FRONT SETBACK 30'
CLASS I
SOILS
MIN. SIDE SETBACK 20'
22.8'
[�
O°' 4
ELEV.
52.5'
0»V1/1
ELEV.
� 58.3'
MAX. BUILDING COVERAGE 25%
6.0%
8"
/V / i7/ 7� J
7rIllAvIll 13" VYR L3/4
NO GROUNDWATER ENCOUNTERED
0
BENCHMARK
CONCRETE BOUNC
EL. = 49.1'
\ _47
'f
S
n`6
TH2
NE
0
PAVED
DRIVE
GARAGE
51
12s. '
N�83 OS'26'' W S
LOT
DECK
PROPOSED
DW LUNG
TOF - 55.0
N
r
0
/�` / PROVIDE AR 40 MG
d, OFF (S`2,"5 IN IN AREA -SWC
��57
/- "- TH4
AT
f`
7)
C]
x
0
O
U
CJ
DO
m Ca
66
�z
LOCUS MAP
S SCALE 1"=2000'±
\ ASSESSORS MAP 112 PARCEL 62.2
W o
2.5Y 3/3'
V//,
c
20"
N
30"
10YR 5/8
55.8'
B
C1
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
/SL
REQUIRED
F5
MIN. LOT SIZE 40,000 S.F.
2.SY 5/6
62"
2.5Y 6/4
53.1'
48"
MIN. FRONT SETBACK 30'
48.5'
MIN. SIDE SETBACK 20'
22.8'
MIN. REAR SETBACK 20'
156.5'
MAX. BUILDING COVERAGE 25%
6.0%
VARIANCE REQUESTED: TOP OF FOUNDATION
LESS
PERC
SOIL
C
70"
2.5Y 5/6
52.5
FjUNSUITABLE UNSUITABLE SOIL
C3
FSL
PERC
M/CS
2.5Y 6/2
2.5Y 6/4
132"
41.5' 144"
46.3'
NO GROUNDWATER ENCOUNTERED
0
BENCHMARK
CONCRETE BOUNC
EL. = 49.1'
\ _47
'f
S
n`6
TH2
NE
0
PAVED
DRIVE
GARAGE
51
12s. '
N�83 OS'26'' W S
LOT
DECK
PROPOSED
DW LUNG
TOF - 55.0
N
r
0
/�` / PROVIDE AR 40 MG
d, OFF (S`2,"5 IN IN AREA -SWC
��57
/- "- TH4
AT
f`
7)
C]
x
0
O
U
CJ
DO
m Ca
66
�z
LOCUS MAP
S SCALE 1"=2000'±
\ ASSESSORS MAP 112 PARCEL 62.2
W o
\
J in
c
N
ZONING SUMMARY
(J
O
Z
ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT
REQUIRED
PROPOSED
MIN. LOT SIZE 40,000 S.F.
43,630
MIN. LOT FRONTAGE 150'
150'
509.59'
MIN. FRONT SETBACK 30'
65.2'
MIN. SIDE SETBACK 20'
22.8'
MIN. REAR SETBACK 20'
156.5'
MAX. BUILDING COVERAGE 25%
6.0%
VARIANCE REQUESTED: TOP OF FOUNDATION
LESS
THAN 2' ABOUT THE HIGH POINT IN THE
ROAD
OWNER OF RECORD
,
/ GEORGE DAVIS INC.
33 NORTH MAIN STREET
SOUTH YARMOUTH, MA 02664
5' RF OVAL OF UNSUITABLE SOIL RE UIRI
AR ND PERIMETER OF LEACHING FACIEIT
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
INSTALLER TO CONFIRM MINIMUM OF 4'
OF SUITABLE SOILS BELOW THE LEACHING
FIELD PRIOR TO INSTALLATION.
REFERENCES
DEED BOOK 29360 PAGE 293
PLAN BOOK 530 PAGE 98
Yarmouth Health Department
P
PD
t
Date
YO 4
SITE LAN
Ln
OF
18 SLEEPING DOG FF"ATI
YARMOUTH
PORT
ISI � :rl
��
GEORGE DAVIS
DATE: JULY 19, 2016
Scale:1 20'
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s "sa. •4 DANIELA.
o DANIEL S OJALA
A.
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No. 40980 \(7 4�e 465020 4� I fax 508-362-9880
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down cope engineering inc.
�Ccivil engineers
Jland surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-20