HomeMy WebLinkAbout20-413 Zona T5 Site Plan 2-28-24DISTANCE VARIES
154"
TOTAL TANK LENGTH
OUTSIDE WALL TO OUTSIDE
WALL
TANK WALL
THICKNESS
Y w GENERAL NOTES:
Z a 1. PROVIDE MINIMUM 2" DROP WHILE MEETING
a REGULATORY SLOPE REQUIREMENT FROM THE
AT TOP
w0 SEPTIC TANK OUTLET PIPE INVERT TO THE INVERT OF
(3" TYP)
U THE INFLUENT PIPE INTO THE NITROE TANK.
O_
0 2. NITROE TANK TOP TO HAVE TWO-24", THREE -12"
0
= o
-i
o
_j HOLES AND MULTIPLE 4" DIAMETER ACCESS HOLES
oINFLUENT 10 INFLUENT
=
SUE
GED
�-
ENITRIJC.
N
T
D WITH RISERS AND COVERS FOR MAINTENANCE AND
°
-
RA
I
=
C MBER
EFFLUENT SAMPLING.
(SEE NOTE 1) o
- Y
C
A
BFIR
(DC)
O
-� 3. FOR THE 24" HOLES; PROVIDE 24" DIA. ADS PIPE WITH
N z °
0
COVER TO 12" BELOW GROUND SURFACE. BOLTED
INFLUENT
SAMPLING PIPE
00 J -
Q Q
__
\
/
-
\ -+_
-
w
TO TANK TOP.
4. FOR THE 12" HOLES; PROVIDE THREE-12" HOLES WITH
z_
J
TO TITLE 5
(2" DIA PVC PIPE)
00
-d
o
�
ADAPTER RINGS, RISERS AND COVERS TO 12" BELOW
SEE NOTE 6
o
-�
-
-�
o
SOIL GROUND SURFACE. INSTALL 4" DIA. MONITORING
0
ABSORPTION PIPE (V BELOW GROUND SURFACE) WITH 6" PLASTIC
TITLE 5 SEPTIC
SYSTEM ROUND BOX AND COVER TO BE FLUSH WITH GROUND
TANK
TANK WALL
THICKNESS
(SAS) SURFACE.
(NOT TO SCALE)
AT BOTTOM
(4 1/2" TYP)
s
5PROVIDE ES
ANDCOVERS (NITROE AND SEPTIC TANKS) TO BE
_
INSTALLED AT GROUND LEVEL.
6. PROVIDE INFLUENT SAMPLING PIPE (2" DIA.) 6" FROM
EDGE OF SEPTIC TANK WALL WITH 6" PLASTIC ROUND
SEE NOTES 2, 3 AND 4
TOP VIEW
BOX AND COVER AT GROUND SURFACE.
SEE NOTE 6
GROUND SURFACE (TYP)
5 1/2" TANK
TOP (TYP)
INFLUENT
(SEE NOT 1)
a
w
w
❑
w
°
TITLE 5 SEPTIC
oUj
0-
TANK
J
? o
(NOT TO SCALE)
0
°
NOT TO SCALE
6" PLASTIC BOX AND COVER WITH 4"
MONITORING PIPE; SEE NOTE 5 (TYP)
SEE NOTE 5 (TYP)
SEE NOTE 3 (TYP) SEE NOTE 5 (TYP) 12" ACCESS HOLE WITH COVER
- C - - - SEE NOTE 3 (TYP) SEE NOTE 4 (TYP).
NOTES
TR
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
.4
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-Q
24"H-20 CAST IRON GRATE, AREA DRAIN
s" 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.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE
4"OscH-40 PVC AT 2% MIN. ADJUSTING BLOCKS/H-20 RISER
STAKING OR ANY OTHER PURPOSE.
'
FROM ROOF DRAINS/TRENCH DRAIN MORTAR ALL COMPONENTS (TYP.)
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
3" SUMP°0000°00000
4" MIN. PEASTONE
°g°°°°°°°
°°g°oo°° AND MIRAFl 140NS
g, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD
BLOCK UP D-BOX
°°°°°°
as" x sB"�
°�°o°°°°° FABRIC OVER STONE
o0000000o
OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH.
STYLE DRAIN, 24"I.D. °0000.a,a H-zo �
°°°°°°° 100 cAL.
a�o�o�o�o
g°�o°°°°°
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND
RISER TO GRADE,
MORTAR ALL
o°000000o i, DRYWELL
o°000
a°a0000
VERIFYING THE LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR TO
COMPONENTS
ono° WIGGIN PRECAST
°0000000 o OR EQUAL
�ooa
o0000000o
COMMENCEMENT OF WORK.
oo°Q0000�
° ° °
00000
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND
°000°o°o°�0
AROUND THE PROPOSED LEACHING FACILITY.
Z 3/4" -1 1 /2"
� DOUBLE WASHED STONE
1
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND
2' MIN. AROUND PIT
FlLLED WITH CLEAN SAND.
& 6" UNDER PIT
13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS.
EL.
ADJ. G.W. 2t A
DRAIN SE TI ON
14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO
NCHES
NOT TO SCALE •
I TO
�- TITLE 5 SOIL 1, 15. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION.
ABSORPTION SYSTEM � I ELECTRICAL PERMIT REQUIRED.
(SAS)
CEMEIv I 16. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING 1/15/2021.
48" STATIC EFFLUENT CO�J J 17j BOTH PROPERTIES TO BE COMBINED INTO ONE BUILDING LOT.
WATER DEPTH � �J �
EAST ED
EGEN D
99 --
EXISTING CONTOUR
X 99
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
198 4]
PROPOSED SPOT EL.
TH1
TEST HOLE
2YYY�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
LOCUS MAP
SCALE 1 "=2000'f
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 C0591 J DATED 7/16/2014
ZONING SUMMARYCID
-� -� U_ 6, _ _ ARC /
T _ SUBMERGED DENITRIFICATION CHAMBER o a = a / �l �I J / r f MAP 61 C 49
AERATION (DC) ; w a ' I ZONING DISTRICT: R-40 DISTRICT
REQUIRED: EXISTING: PROPOSED:
CHAMBER > > > Z w / / G i - JI & CHRISTOPHER
Z MIN. LOT SIZE 40,000 S.F. 31,879 S.F.f 31,879 S.F.f
0 I o (SAC) Z "' O `i� LAR, EN REMOVE]
? o U_ o LL �' .' EXISTING
w - _ / N = MIN. LOT FRONTAGE 150' 335' 335',
5 STRIP 30 2
ELEV. = 0"
TANK BOTTOM KleanTu LLC
THICKNESS 4" CRUSHED AGGREGATE OR APPROVED /
TANK WALL THICKNESS MATERIAL (DEPTH TBD-6" MIN); ON LEVEL, PLAN AND PROFILE VIEWAT
TANOW WALL
THICKNESS COMPACTED AND STABLE BASE NITROE WASTE -WATER TREATMENT SYSTEM (WWTS)
AT TOP (3") SIDE VIEW �r
NOT TO SCALE
** ADDITIONAL DRAWINGS, DETAILS, T-AS2000-H 10
AND SPECIFICATIONS CAN BE
PROVIDED BY KleanTu LLC
OPERATIONS AND MAINTENANCE AGREEMENT Bv.,
SHALL BE IN PLACE PRIOR TO ITS USE AND /
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: JAY GARDINER
DATE: 7/20/2022
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
0" 16
L.S
12" 10YR 3/2
B
LS
34" 10YR 5/8 13.2'
PERC C
MS
10YR 7/4
132" 5'
NO GROUNDWATER ENCOUNTERED
SHALL BE FOR THE LIFE OF THE SYSTEM
PRESENCE OF THE A UNIT MUST BE RECORDED ON _VA
DEED TO THE PROPERTY. r' A�',�
INSTALLATION OF NITROE SYSTEM TO BE IN ACCORDANCE
SYSTEM DESIGN: WITH PLANS AND SPECIFICATIONS OF MANUFACTURER
EFFLUENT TESTING SHALL BE REQUIRED AS - /�
GARBAGE DISPOSER IS NOT ALLOWED PER TOWN OF YARMOUTH AND TITLE 5 t
EXISTING 5 BEDROOM DWELLING TO BE REMOVED
co S" ✓C�
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
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
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
17.5' MINIMUM J5' of CCfvFR C1VFR PRFCOST
SYSTEM PROFILE
PRECAST H-10
RISERS (TYP.)
2'0
* 15.0'
„ 1500 GAL H-10 14„ 14.30'
1'/. "t T1EOE SEPTIC TANK TEE 14.36 NitROE
DETAIL
GAS BAFFLE ABOVE
4' LIQ. LEVEL (ACME OR EQUAL) ... • .:.. • , <: .
• . -- . • '• VOOo O0O0O0O0O0O0O0O O O O O O 1
o, .+. •. 7,...... 4 0000000000000000000000000000001
J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O (•_1
• o .00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0
0000^00„O„O„O,, 0,000000000 POl• Ot.Ot.OnO„O„0000,
*THE INSTALLER SHALL VERIFY THE s" 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 %SLOPE)
FOUNDATION 11' SEPTIC TANK 3' NitROE TANK
DCE #20-413
ffip
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
FAB
PROPOSE1�-Rl, \
GRAVEL DRIV�
�O
X
AKED SILT
NCE WORK
LIMIT LINE
� lAND
xT� V ENUE
In �
CALCULATIONS:
ESSP00 MIN. FRONT SETBACK 30 131
o \BEARBER MIN. SIDE SETBACK 20' 8.1' 21.6'
380 F. I MIN. REAR SETBACK 20' N/A N/A
MAX. BUILDING COVERAGE 25% 15.7%
POF�CH 65 S.F. MAX. BUILDING HEIGHT 35' 28.2'
GRA S � I
�v 0) 3 C LMS/HOL�
PATIO DEMOLISH
` ( DWELLING
�_ r• o
,Y
�.a
tK Ja
PROPOSEQ
.�U.bIFERTILIED MITIGATION
Yam. � � u ,• � � CAFE COD LAWN � 0' 0,
a
,.4
„ µ y
�v
N_ HARDSCAPE 0-10 100-20
4 EXISTING: 4783 SF 1514 SF
REMOVE "~ GRAVELPROPOSED: 470 SF 4560 SF
MAP 61 PARCELS 53+54 � w N CHANGE: -4313 SF 3046 SF
"-`- ,31,879 S.F. UPLAND G'''l y NET REDUCTION IN HARDSCAPE = 1267 SF
V/ � �G G� M � V
L
PLANTING SCHEDULE
SYMBOL PLANT NAME SIZE QUANT.
BEARBERRY (12" O.C.) 3 »
�� ; } � \\j � -�•.. ,��, // ♦ ;/ T POT 380 SF
Qv / 3�-'� • � �` H ARCTOSTAPHYLOS UVl-URSI
� � ,�� �q / � `�.1 �� • ' v .y ' • • " y AMERICAN BEACH GRASS 018" O.C. g
p
;� ) �• y ••y •y • G,U3E 650SF
�v D AMMOPH/LA BREVL/GULA TA /�n�OLt
N
EASTERN RED CEDAR 2,5" CAL. 2
JUN/PERUS 14RG/N/ANA
AREA DR IN ,`�, � y • � � o 0NV
ALL SYSTEM COMPONENTS SHALL BE
r MARKED WITH MAGNETIC TAPE OR �
COMPARABLE MEANS FOR FUTURE LOCATION.
2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
970
FILTER FABRIC OVER STONE
I F2% SLOPE REQUIRED OVER SYSTEM 17.0' %1, J, J,
BLOCKS OR
s" MIN. SUMP 4"OSCH40 PVC MORTAR ALL PRECAST RISERS
12" MIN. INT. DIM. PIPES LEVEL 1ST 2' COMPONENTS H-10 INV'S EL. 13.20'
5'
ENDS BET.
� • 00000000000 >�o�°o°°O
O, O o 0 o WATERTEST D BOX 0 00000
oo�o�oi,,°o°�0000000
FOR LEVELNESSo°o°o°0000°13.95'13.78'ono°o ® ooa000 ®®®®
>00000000 o00000
> o 0 0 0 �0000�
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 %SLOPE) ( 2 %SLOPE)
H-20
- 5' D' BOX 29' FACILITY LEACHING
SIDES
1 1.20'
N
5.0' BOTTOM TH-1
NO GROUNDWATER FOUND
BEACH NOURISHMENT
A D RE -GRADING
UNDER SEPARATE
PERMIT SEE PLANS
BY SHOREFRONT
CONSULTING
TITLE 5 SITE PLAN
OF
#33 & 39 SETH LANE
SOUTH YARMOUTH, MA
PREPARED FOR
JOSEPH & MEREDITH ZONA
A.
,
OJALA
.0
civil engineers
00
surveyors
DATE: OCTOBER 18, 2022
. REV.: NOVEMBER 4, 2022 (CONSERVATION COMMENTS)
REV.: FEBRUARY 28, 2024 (MITIGATION PLANTING LOCATIONS)
Scale: 1"= 20'
OF r
r�--
r`�c` DANIEL A. o
20 3Ci 40 50 FEET
OJALA
CIVIL Cr,q No.40g�0
1 off 508-362-4541
No. 46502 2 o°;
fax 508-362-9880
0/8-re SU RVE'�` downcape.com
s"r°NAL
wa cape ongineeriog, Inc.
land
�� 939 Main Street (Rte 6A) �
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 �
20-413