HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL. 12.9'
MINIMUM .75' OF COVER OVER PRECAST
RISERS
PRECAST
WATERTEST D'BOX
2'4 FOR LEVELNESS 4"0SCH40 PVC
4; PIPES LEVEL 1ST 2'
1
10" EXISTING 14" '
` TEE SEPTIC TANK** TEE
'\\9.33± * 6" MIN. SUMP
000000000000 12" MIN. INT. DIM.
GAS BAFFLE,, °O0 oi°o°o°,o?
9.19' 9.02'
" INV. EL.
9.02
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
(-!-% SLOPE)
(-1-7. SLOPE)
I .
3�
i
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE, LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 10.5'
FOUNDATION- EXIST. , SEPTIC TANK 14' D' BOX 1' LEACHING FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
LEGEND
X 99.1
EXIST. SPOT ELEV.
< 2 MIN/INCH
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
0"
10.0'
TEST HOLE
2�
SLOPE OF GROUND
�QJ
UTILITY POLE
W ow
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
AUGER HOLE LOG
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 1/21/16
PERC. RATE _
< 2 MIN/INCH
CLASS I
SOILS
41
ELEV.
0"
10.0'
A
e40
LS
1OYR 3/2
W ow
9'>
Rate
B
LS
I N Z'
26„ 1 OYR 5/6
7.8'
C
PERC
FS GROUNDWATER ADJ. DATA:
WELL: MIW 29
2.5Y 6/4 ZONE: A
ADJUSTMENT: 1.7'
(JANUARY)
93" I 12.3'
GROUNDWATER ENCOUNTERED @ 91" EL. 2.4
LICE # 16-019
MAP 26
PARCEL 25
IST. Sl
1
r2,
PROPOSED FLOW DIFFUSOR ADDITION
MATCH EXISTING SYSTEM ELEVATIONS
PROPOSED 3 FLOWDIFFUSORS WITH 2'
AT SIDES AND 1' STONE AT END i
1
ADJUSTED GROUNDWATER
EL 3.1 _
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
i ADJUSTMENT: 1.7'
USE 0.7' ADJUSTMENT
i'
i
i
I
101 27
MAP 26 ' i D a
TM�EL 23
5 AC. N
3, 11
i 15; N
1010 i , BH `a^'
SHWR
O Y 22 0,
1-1
PROPOSED
SEPTIC ADDITION AH
6 4'X8'__/�
5, REMOVAL OF UNSUITABLE SOIL REQ RI ED 1 t j FL�kVDtFFUSORS V A
ARQUND PERIMETER OF LEACHING FA 1 ITY, - 1 t rATCH EXISTING
DOWN TO SUITABLE SOIL LAYER. REPLACE X 1 1 � �, GRADES
WITH LEAN MED. SAND, TO M 1
SPECIFICATIONS OF 310 CMR 15 255(3 72.11
�_--
lST. T PO
WOOD
FENCE 9_ I 8Q 2
�v8
Epp BENCHMARK
CONCRETE POU j
r► EL. = 9.85 v
o NE LAN
ERE GRI
P t40' WIDE)
/TOP PRECAST EL. 9.52
2" PEASTONE AND
FILTER FABRIC
OVER 3/4" STONE
=7 °o°o°c EL. 8.1
3/4"-1-1/2" STONE
DOUBLE WASHED
1
' o
T PAVED DRIVE
�o p
WN
w J-
G -T G Z
i
90 J
w
i I
w
R=20.00'
FENCE _ L=31.18'
w
xa
W
Scale: 1"= 20'
0 10 20 30 40 50 FEET
�-- BERRY
CRAM
LANE
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
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 (1-8887344-7233) 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.
DATE
�sTt`' GAN D`` lGT /
,S� /
.01�
DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 26 PARCEL 23
VARIANCES REQUESTED:.
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK SAS TO FOUNDATION (20' TO 15.3')
(1h): REDUCTION IN GROUNDWATER ADJUSTMENT FROM 1.7' TO 0.7'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM SYSTEM
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
_ **RE -USE -`EXISTING 1000 GAL:: SEPTIC TANK
LEACHING:
SIDES: 2 (45 + 8) 0.91 (.74) = 71 GPD
BOTTOM 45 x 8 (.74) = 266 GPD
TOTAL: 456 S.F. 337 GPD
ADD AN ADDITIONAL 3 (8' X 4') FLOWDIFFUSORS
WITH 2' STONE AT SIDES AND 1' STONE AT END
TO THE EXISTING 2 FLOWDIFFUSOR LEACHING FIELD
, MA
APPROVED DATE BOARD OF HEALTH
Permit valid for REPAIR OF S P11C SYS'FEM
ONLY., clue to State and Local septic vat lances.
Board of Ilealth.review and approval is required for
any, future additionstrenovatiunslalterations to
sewage facilities.and/or structures/dwelling.
Yarmouth lHealth I)epartmentAPPROVED '0'�
`-
�,
;� tstc Date
D
MA1� 0 .� ZU1b
HEALTH DEPT.
TITLE 5 SITE PLAN
OF
42 PEREGRINE LANE
SOUTH YARMOUTH, MA
PREPARED FOR
JULIA FAIGEL
DATE: FEBRUARY 12, 2016
off 508-362-4541.
I fax 508-362-9880
downcope.com
down cape Mekeerin,f, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-019 FAIGEL.DWG
tie
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1onnin
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Rate
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a
"10
Locu pr.
Shore
or
Lith
Nantucket
Sound
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 26 PARCEL 23
VARIANCES REQUESTED:.
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK SAS TO FOUNDATION (20' TO 15.3')
(1h): REDUCTION IN GROUNDWATER ADJUSTMENT FROM 1.7' TO 0.7'
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 2 BEDROOM SYSTEM
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
_ **RE -USE -`EXISTING 1000 GAL:: SEPTIC TANK
LEACHING:
SIDES: 2 (45 + 8) 0.91 (.74) = 71 GPD
BOTTOM 45 x 8 (.74) = 266 GPD
TOTAL: 456 S.F. 337 GPD
ADD AN ADDITIONAL 3 (8' X 4') FLOWDIFFUSORS
WITH 2' STONE AT SIDES AND 1' STONE AT END
TO THE EXISTING 2 FLOWDIFFUSOR LEACHING FIELD
, MA
APPROVED DATE BOARD OF HEALTH
Permit valid for REPAIR OF S P11C SYS'FEM
ONLY., clue to State and Local septic vat lances.
Board of Ilealth.review and approval is required for
any, future additionstrenovatiunslalterations to
sewage facilities.and/or structures/dwelling.
Yarmouth lHealth I)epartmentAPPROVED '0'�
`-
�,
;� tstc Date
D
MA1� 0 .� ZU1b
HEALTH DEPT.
TITLE 5 SITE PLAN
OF
42 PEREGRINE LANE
SOUTH YARMOUTH, MA
PREPARED FOR
JULIA FAIGEL
DATE: FEBRUARY 12, 2016
off 508-362-4541.
I fax 508-362-9880
downcope.com
down cape Mekeerin,f, MC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-019 FAIGEL.DWG