HomeMy WebLinkAbout83-2020 - Site PlanTOP FOUND.
140 PVC
7.0'
SYSTEM PROFILE
PROVIDE WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
(OR TO GRADE IF WITHIN DRIVEWAY) 2" PEASTONE OR GEOTEXTILE
L. 22.0' FILTER FABRIC OVER STONE
19.5' MINIMUM .75' OF COVER OVER PRECAST
PRECAST H-10 PROP. TEE
RISERS (TYP.)
ym
4" OS
PVC
PIPES LEVEL 1ST 2' 4.
ENDS
to" 1a" _ .
16.75' TEE 1500 GAL H-10 TEE - - - ®®m®
SEPTIC TANK 16.5' .. o 0 0 o
��®�®
4• UQ. LEVEL GAS BAFFLE o 000p00000poo oc oo®��
ACME OR EQUAL o °02020202020
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
WATERTIGHT CI COVER TO GRADE IF UNDER DRIVEWAY)
2% SLOPE REQUIRED OVER SYSTEM
BLOCKS OR
MORTAR ALL PRECAST RISERS
COMPONENTS H-20
(7Yp,) INV'S EL_ 14.4' 4'
I IDES 15.4'
14.68' 14.51' °°° ogo ogog] 12.4'
°o°o°o0-0_0-0-0-0-0o0oc ° H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
0000000000000000°00000C 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.0' X 12.83'
COMPACTION. (15.221 [2])
(1+_% SLOPE)
FOUNDATION- 1 1 ' SEPTIC TANK
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: PHIL RENAUD, BOH
WELL:
DATE: 10/09/13
ZONE:
A
ADJ.:
PERC. RATE _ < 2 MIN/INCH
c
CLASS I SOILS
z�
I ELEV.
4
F I ELEV.
4
p^ 15.0' 0„
17.9'
LS
LS
10YR 3/2
1OYR 3/2
10" 12"
B
B
LS
LS
34" 10YR 6/6 12.2' 36"
10YR 6/6 14.9'
C C
PERC
FS FS
2.5Y 7/6 2.5Y 7/6
108 1 OBS WATER 6.0'
120" 5.0' 120"
EXIST
WELL
DATA:
WELL:
TSW 89
ZONE:
A
ADJ.:
1.4'
NGWE
#4
7.9'
EDGE
( 10 % SLOPE)
18' D' BOX
\
PROP 20'x 14' SHED ON POSTS 0
SOLAR PANEL ARRAY
& STORAGE (TO BE ANCHORED
AS REQUIRED WITHIN THE
100 YEAR FLOODZONE)
EXISTING WELL
(ABANDON AS PO ABLE
WELL)
SAS LOCATION
PROP. PROPANE TANK
(FINAL LOCATION AS PER
OWNER)
BENCHMARK: TOP CONC.I
BOUND AT ELEV. 21.25'
CS FND
HIGH PT/
(EL. 20)
I off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, h7C.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DCE ##89-277
CB FND.
.2/
(� % SLOPE)
13'
\ �5
LEACHING
FACILITY
SALT MARSH
USE ADJ. GROUNDWATER 0 ELEV. 7
TOTAL LOT AREA:
3 35 ACRES PER ASSESSORS
BVW
#10
#12 VE EL 16
'1 WETLAND AE EL 15 BVW#9)
TEST HOLE \
\ WETLAND
0 TEST,
I#10 \
DITCH j` 1
#8 =OGF
#6
_ ETLAN tE5 \ \
O,V,_
HOUSE N
(REMOVE)
T.
J
47 LIMIT LINE
(RE -LOCATE) N EXIST. GARDEN
O \SOLAR ♦ ` ,�,
2� ANELS --" F
4 is
Lu
D �_ •I, Z
z
EXIST.
y O
C4� I DEOK �_ I�'u�- 12-----\61
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s PROP: - - -I- -t - -
DWELL. _T \ \
q TOP FNDN -L .T�-I ---- -- `--II \
PANE = 122.0' PROP.PRO
CR. 0 %
OR
CH
IRE VE
! I I Posrs I TH 1
18 I EXIST.
DWELL
� I C4vEL
14 \
19 20 I 1 FND.
2° 11 � 0 0 u` e TH 2
20 ( SWAY)
20 \\ - o O ^ D1Ft
1S
19
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT 13Y
,- - - CONTRACTOR WITH HOMEOWNER
CONSULTATION)
i 17
PRO
78 AT
! OFF ILINER
SAS IN AREA SHOWN. TOP AT EL. 15 4'S
! BOTTOM AT EL. 11.4'
! 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
! 7g
AROUND PORTION OF PERIMETER OF SAS
I (HATCHED AREA). REPLACE WITH CLEAN MED.
I l SAND.
UI
Ip�
I !
I
12aJ
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1 y
T� I
I
No\�
� \
NoN44 QR/
ANIELA m` l �o� DANIEL
OJALA 1� o A.
CNIL " OJALA
i No. 40980
�I.,r1� Fss ENN,.n 7LA,
Rk)Fl.DATE DANIEL A. 0JP.E., P. S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 150 PARCEL 47
LOCUS IS WITHIN FEMA FLOOD ZONE
X, AE EL 15 AND AE EL. 14
ON PANEL #25001CO577J
DATED JULY 16, 2014
NOTES
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q
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 BACKnLLED 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.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. WETLAND FLAGGED BY HAMLYN CONSULTING
14. DRYWELLS REQUIRED FOR ROOF RUN-OFF
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 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 + 12.8) 2 (.74) = 111.9 GPD
BOTTOM 25 x 1-2.8 (.74) = 236.8 GPD
TOTAL: 471 S.F. 348.7 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
357 HOCKANOM ROAD
YARMOUTH PORT
PREPARED FOR
FRANCIS FARRINGTON & SUZANNE HAYDEN
FEBRUARY 24, 2015
REV. 5/14/15 (HEALTH DEPT. COMMENTS)
Scale:1 "= 20'
I
0 10 20 30 A0 50 FEET
I
us
°l 3
P
King's e O�
Way a ', o
o G�
a°
etU�ke� o
oG
c
° 5
c
z�
n a°
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 150 PARCEL 47
LOCUS IS WITHIN FEMA FLOOD ZONE
X, AE EL 15 AND AE EL. 14
ON PANEL #25001CO577J
DATED JULY 16, 2014
NOTES
2. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -2Q
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 BACKnLLED 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.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
13. WETLAND FLAGGED BY HAMLYN CONSULTING
14. DRYWELLS REQUIRED FOR ROOF RUN-OFF
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 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 + 12.8) 2 (.74) = 111.9 GPD
BOTTOM 25 x 1-2.8 (.74) = 236.8 GPD
TOTAL: 471 S.F. 348.7 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE AT ENDS AND 4' AT SIDES
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
357 HOCKANOM ROAD
YARMOUTH PORT
PREPARED FOR
FRANCIS FARRINGTON & SUZANNE HAYDEN
FEBRUARY 24, 2015
REV. 5/14/15 (HEALTH DEPT. COMMENTS)
Scale:1 "= 20'
I
0 10 20 30 A0 50 FEET
I