HomeMy WebLinkAboutSite Plan 10-18-22DISTANCE VARIES 154"
TOTAL TANK LENGTH
OUTSIDE WALL TO OUTSIDE WALL
TANK WALL' a ' ' • GENERAL NOTES.
THICKNESS T
AT TOP I
Q (3" TYP)
O
=w
o INFLUENT
INFLUENT
F_
-�
(SEE NOT 1)
Y O
INFLUENT
00
15
SAMPLING PIPE
(2" DIA PVC PIPE)
la- a
SEE NOTE 6
WW
TITLE 5 SEPTIC
TANK
p TANK WALL
THICKNESS
(NOT TO SCALE)
AT BOTTOM
4 1/2" TYP
SUE
GED
ENITRIJCATI
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C
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(DC)
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1.
PROVIDE MINIMUM 2" DROP WHILE MEETING
� a
REGULATORY SLOPE REQUIREMENT FROM THE
LL U
SEPTIC TANK OUTLET PIPE INVERT TO THE INVERT OF
-
o OI_
THE INFLUENT PIPE INTO THE NITROE TANK.
2.
NITRIDE TANK TOP TO HAVE TWO-24", THREE -12"
Q
HOLES AND MULTIPLE 4" DIAMETER ACCESS HOLES
00
WITH RISERS AND COVERS FOR MAINTENANCE AND
EFFLUENT
SAMPLING.
-�
3.
FOR THE 24" HOLES; PROVIDE 24" DIA. ADS PIPE WITH
COVER TO 12" BELOW GROUND SURFACE. BOLTED
TO TANK TOP.
TO TITLE 5
4.
FOR THE 12" HOLES; PROVIDE THREE-12" HOLES WITH
SOIL
ADAPTER RINGS, RISERS AND COVERS TO 12" BELOW
GROUND SURFACE. INSTALL 4" DIA. MONITORING
ABSORPTION
PIPE (1" BELOW GROUND SURFACE) WITH 6" PLASTIC
SYSTEM
ROUND BOX AND COVER TO BE FLUSH WITH GROUND
' (SAS)
SURFACE.
s
5.
PROVIDE FOUR-6" DIAMETER PLASTIC ROUND BOXES
AND COVERS (NITROE AND SEPTIC TANKS) TO BE
( ) s INSTALLED AT GROUND LEVEL.
6. PROVIDE INFLUENT SAMPLING PIPE (2" DIA.) 6" FROM
SEE NOTES 2, 3 AND 4 EDGE OF SEPTIC TANK WALL WITH 6" PLASTIC ROUND
W BOX AND COVER AT GROUND SURFACE
SEE NOTE 6
I _ GROUND SURFACE (TYP)
I
5 1/2" TANK
TOP (TYP)
ILI INFLUENT
(SEE NOTE 1)
a
w
0
w LL
9 O
TITLE 5 SEPTIC o w a
TANK ¢ z o
(NOT TO SCALE) o ° z
DcLO
u'
ELEV. = 0"
TANK BOTTOM
THICKNESS 4"
TANK WALL THICKNESS
AT BOTTOM (4 1/2")
TANK WALL THICKNESS
AT TOP (3")
** ADDITIONAL DRAWINGS, DETAILS,
AND SPECIFICATIONS CAN BE
PROVIDED BY KleanTu LLC
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: JAY GARDINER
DATE: 7/20/2022
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
4 ELEV.
1
0" 16'
LS
1OYR 3/2
12"
B
LS
34" 1OYR 5/8 13.2'
C
PERC
MS
1OYR 7/4
132" I I 5'
NO GROUNDWATER ENCOUNTERED
TOP VIE '
NOT TO SCALE
6" PLASTIC BOX AND COVER WITH 4"
SEE NOTE 5 (TYP) MONITORING PIPE; SEE NOTE 5 (TYP)
SEE NOTE 3 (TYP) SEE NOTE 5 (TYP) 12" ACCESS HOLE WITH COVER
f SEE NOTE 3 (TYP) SEE NOTE 4 (TYP).
I I i TO TITLE 5 SOIL
ABSORPTION SYSTEM
(SAS)
48" STATIC EFFLUENT
WATER DEPTH -�
1 SUBMERGED DENITRIFICATION CHAMBER o WO LUQ w
1 = AERATION (DC) CD a a
CHAMBER > > w I_
Z W Z
(SAC) 10� Z w
oLLJ _joLL
Wv _j J U-)WvZ
D
EL. 10.Ot
ACME TD6C
Y-
KI ea nTu LLC
CRUSHED AGGREGATE OR APPROVED /
MATERIAL (DEPTH TBD-6" MIN); ON LEVEL, ® PLAN AND PROFILE VIEW
COMPACTED AND STABLE BASE NITROE WASTE -WATER TREATMENT SYSTEM (WWTS)D
SIDE VIEW
NOT TO SCALE
T-AS2000-H 10
o�
OPERATIONS AND MAINTENANCE AGREEMENT / G
SHALL BE IN PLACE PRIOR TO ITS USE AND
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-m
6" LOAM & SEED DISTURBED AREAS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
(TYP.)
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.)
COSCH-40 PVC AT 2% MIN. ADJUSTING BLOCKS/H-20 RISER 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE
FROM ROOF DRAINS/TRENCH DRAIN MORTAR ALL COMPONENTS (TYP.) STAKING OR ANY OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
\ 4" MIN. PEASTONE
°00000 AND MIRAFI 14ONS
°o°o 0000000'0000 FABRIC OVER STONE 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY
...-.8000 46" x 38"sd °o°o°0000 BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH.
.00.000000 H-20 °OOO000Oo
o°00000uo 100 GAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233)
o°o°o DRYWELL 0000
oo�000000 `� WIGGIN PRECAST o0000o AND VERIFYING THE LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR
o OR EQUAL TO COMMENCEMENT OF WORK.
o�BOS�o�o u
°o° 00000 'oo°000°o
e0000000°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° o000o, 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND
AROUND THE PROPOSED LEACHING FACILITY.
Z 3/4" - 1 1/2"
DOUBLE WASHED STONE j 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND
2' MIN. AROUND PIT FILLED WITH CLEAN SAND.
CV & 6" UNDER PIT
13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
ADJ. G.W. EL. 2f
DRAIN SECTION 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES
TO STONE TRENCHES.
NOT TO SCALE
I 15. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP
CONNECTION. ELECTRICAL PERMIT REQUIRED.
16. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING.
/ 17. BOTH PROPERTIES TO BE COMBINED INTO ONE BUILDING LOT.
.b ry
CO
rK`
Y /
SHALL BE FOR THE LIFE OF THE SYSTEM
PRESENCE OF THE I/A UNIT MUST BE RECORDED ON
THE DEED TO THE PROPERTY.
/
INSTALLATION OF NITRIDE SYSTEM TO BE IN ACCORDANCE / y
SYSTEM DESIGN: WITH PLANS AND SPECIFICATIONS OF MANUFACTURER // N� oo�
EFFLUENT TESTING SHALL BE REQUIRED AS
GARBAGE DISPOSER IS NOT ALLOWED PER TOWN OF YARMOUTH AND TITLE 5
EXISTING 5 BEDROOM DWELLING TO BE REMOVED CON O
PROPOSED 4 BEDROOM DWELLING,p
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW / s
N
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
AND A 2000 GAL. NitROE TANK
LEACHING:
SIDES: 2 (40 + 10) 2 (.74) = 148 GPD
BOTTOM 40 x 10 (.74) = 296 GPD
TOTAL: 600 S.F. 444 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ,
WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6'
AT SIDES
, MA
APPROVED DATE BOARD OF HEALTH
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT I" SCALES
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOF - 19.1
17.5' MINIMUM .75' OF COVER OVER PRECAST
PRECAST H-10
RISERS (TYP.)
2'O
* 15.0'
1500 GAL H-10 14"
14.61' T1EE SEPTIC TANK TEE 14.36'4.30 NitROE TANK
SEE DETAIL
GAS BAFFLE .. ABOVE
4' UQ. LEVEL (ACME OR EQUAL) ..
oo0 0 0 0 0 0 o O o 0 0 0 0 0 o c
o• O o 0 0 0 0 0 0 0 0 0 0 0 0 o 0 a
J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !..,OOOOOOOn000„O,,O,,OOOOOOOOOnO,.OnO�
00000Doc,000000000000000000000000000000000000 - -
oco0�oo�0�0�0�0"000000000�0�0�0�0„0�0�00000.
*THE INSTALLER SHALL VERIFY THE 6" CRUSHED STONE OR MECHANICAL
LOCATIONS OF ALL UTILITIES AND ALL COMPACTION. (15.221 [2])
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
( 2.5 % SLOPE MIN.) (2 X SLOPE)
FOUNDATION 11 SEPTIC TANK 3' NitROE TANK -
DCE #20-4 > 3
• rl � _ _ .
I I �� � //� I ♦ �
`� �/ ,• ' • ��n / /' ��MINOr"� ,,,rrM�'11 ..ram::..... � � �•
j D
_x
x _x o
ho/ x x
% STAKED SIL /
O FENCE WO K
LI M IT LI
�G
� AND
Ip "�
AT
ALL SYSTEM COMPONENTS SHALL BE `
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE
2% SLOPE REQUIRED OVER SYSTEM 17.0'
,`P" PATIO DEMOLISH
Q� EXISTING
G� DWELLING
_ FFLR = 6.2
ECK/
PROPOSED
h ''M✓ .__,UhFERTILI ED
N / CAFE CO LAWN ��
ii -_,_
W W- -\ -_ W X W
x / REMiAOVE I
19's00 X DRIVE �� I
/ MAP 61 PARCELS 53+
S A �31,879 S.F. UPLAND II
SHE. I
A( C
B
ACOn
2S , �'� �<v 2 A
X 4 / �
o �� O
BLOCKS OR
6" MIN. SUMP
PVC
MORTAR ALL
PRECAST RISERS
12' MIN. INT. DIM.
PIPES LE
PIPES LE 1ST 2'
COMPONENTS
H-10 INV'S EL.
HE�DS
5'
13.20'
'
=
BET.
SIDES '
14.03
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o°o°o°o°o°o°
'-°�'0 0 0 0 0 0,
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•
WATERTEST D BOX
FOR LEVELNESS
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13.95'
1 .78'
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°°°° 1120'
�n°o°'
o ° ° o
NOTE: 2" MIN. WALL
THICKNESS REQUIRED
LH-10
500 GAL.
LEACHING
CHAMBERS BY ACME PRECAST
3/4"-1-1/2" DOUBLE
WASHED STONE
(3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
OVERALL DIMENSIONS TO
OUTSIDE OF STONE: 40' X 10'
(2 X SLOPE)
- 5'
( 2 X SLOPE)
H-20
D' BOX 29' -
FACILITY LEACHING
5.0' BOTTOM TH-1
NO GROUNDWATER FOUND
LEGEN D
X 99. 1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
ZYY�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
EXIST NG SMA
COAS AL BEA
TO B MAI NT
LOCUS MAP
SCALE 1 "=2000't
ASSESSORS MAP 61 PARCEL 53 & 54 (TO BE COMBINED)
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 12)
AE (EL 11) & ZONE X AS SHOWN ON COMMUNITY
PANEL #25001 CO591 J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-40
DISTRICT
REQUIRED:
EXISTING:
PROPOSED:
MIN.
LOT SIZE
40,000 S.F.
31,879 S.F.f
31,879 S.F.t
MIN.
LOT FRONTAGE
150'
335'
335'
MIN.
FRONT SETBACK
30'
131'
30.2'
MIN.
SIDE SETBACK
20'
8.1'
21.6'
MIN.
REAR SETBACK
20'
N/A
N/A
MAX.
BUILDING COVERAGE
25%
9.0%
15.7%
MAX.
BUILDING HEIGHT
35'
28.2'
RIVERFRONT
MITIGATION CALCULATIONS:
HARDSCAPE 0-100' 100-200'
EXISTING: 4783 SF 1514 SF
PROPOSED: 420 SF 4457 SF
CHANGE: -4363 SF 2943 SF
NET REDUCTION IN HARDSCAPE = 1420 SF
ITLE 5 SITE PLAN
OF
#33 & 39 SETH LANE
SOUTH YARMOUTH, MA
PREPARED FOR
JOSEPH & MEREDITH ZONA
�kf�AkA OF &fq
q
DANIEL cy�Nm
DANIELA o A.
o OJALA " OJALA u'
CIVIL q No.40980
o No.46502 410FFss�0
�,e
G�STE��O��� �q✓✓OgUftVE�O�
ASS/ONAL EaG
DATE DANIEL A. OJALA, P.E., P.L.S.
DATE: OCTOBER 18, 2022
Scale:1
20 30 40 50 FEET
0 10
off 508-362-4541
I
fax 508-362-9880
downcape.com
�OWNn
cape engineering, iac.
civil engineers
land surveyors
939
Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
20- 413