HomeMy WebLinkAboutEngineered Plan - 2019'\. N
SITE POND 5
J
00 X
SfT UCKf T ROAD
FOLLINS
POND
LOCUS
TOP OF
FOUNDATION
ELEV=VARIES '
a.
26' OF 4" SCH 40 I
PVC, S=0.020 MIN. I
INV.=95.00±
TO BE VERIFIED
INV.=93.00
N/F
SCALE 1"=1500' JEAN M. BATTAGLIA 3S
15 THRUSH TRAIL >>
VARIANCE REQUEST: SSB.
1. VARIANCE FROM 310 CMR 15.221 (7) - THE TOP OF ALL' "g bo
� F
SYSTEM COMPONENTS... SHALL BE INSTALLED NO MORE THAN &
36" BELOW FINISHED GRADE - SYSTEM COMPONENT (SAS) IS + >>
LOCATED 60" BELOW GRADE (DEEPEST LOCATION). - A
VARIANCE OF 24" IS REQUESTED
t WOODED AREA
0o t t` v
t
00 �A
ooh v� ti tt i` 01.05
lkt
401
WOODED AREA
t \ \ r
r
�(P r
I r
ELIZABETHA BURKE 9278
12 THRUSH TRAIL �� �` \` rr
I EXISTING
FENCE
I � c
(I Q
�0-`
PROPOSED GRADES IN `\
AREA OF S.A.S. TO
MATCH EXISTING GRADES \\ \\\\
5.96
l
WOODED AREA `\ (4) OPOSD
94.00 -_ ------------
582 PROPOSED
900,, VENT
�Y
762S>,
4' OF STONE ON ENDS AND SIDES
OF UNITS. SEPARATION OF 3'
BETWEEN UNITS. CONNECT UNITS
TOGETHER WITH 4" SCH 40 PVC
TP- 1
011 A LOAMY SAND 94.05
1OYR 2/2
8" B 93.38
LOAMY SAND
IOYR 5/8
\
\
GRASSE'L? AREA
APPROXIMATE OUTLET
LOCATION. INVERT TO -
2 CHAT BE ST BE FIELD"VERIFIED AT
TIME OF INSTALL
\ I
94 69 \
ER (TYP. OF12) IE
_ PROPOSED/' -OUTL 96'98
DISTRIBUTION BOX
9" MIN. COVER
36" MAX. COVER
110" 14"
PROPOSED 1,500 GALLON
REINFORCED CONCRETE
SEPTIC TANK (H10)
TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
PROPOSED
SEPTIC TANK
RISERS TO BE BROUGHT TO
WITHIN 3" OF. GRADE
44' OF 4" SCH 40
PVC, S=0.010 MIN.
RISER ON D -BOX TO
BE BROUGHT TO WITHIN
3" OF GRADE
>- PROVIDE SPEED LEVELERS ON OUTLETS
RISER ON CHAMBERS TO
BE BROUGHT TO WITHIN
3" OF GRADE
4"PVC VEN T
WITH CHARCOAL 36" MIN.
FILTER
9" MIN. COVER 2" OF J" IPEASTONE
36" MAX. COVER OR 8 OZ.' NON WOVEN
GEOTEXTILE
23' OF 4" SCH 40 (LONGER RUN) ELEV.=91.05
PVC, S=0.010 MIN. ----- __- __,_- SLOPE
INV.=92.75 LJ INV.=90.78
INV.=90.95 INV.=90.55
LEVEL STABLE BASE
BENCHMARK
TOP OF BOUND EL. = 100.37 (ASSUMED)
CONSISTING OF 6"
CRUSHED STONE
PROPOSED 3 -OUTLET
DISTRIBUTION BOX (H10)
PROPOSED
DISTRIBUTION BOX
SYSTEM PROFILE
NOT TO SCALE
Jv5044
� '
: GENERAL NOTES: °ESS o�P
N F
TOWN OF DENNIS LEGEND k Lqyp SOo 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD
CONSERVATION COMMISSION d" ` ZONE.
90 SETUCKET ROAD PROPERTY LINE
2. THE SITE IS LOCATED WITHIN A ZONE II AREA.
----- --104 ------- EXISTING CONTOUR
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED
E ISTING FE
1X 102.07
t
t
t
t
r�F9=1( F9I9F�
SUBSURFACE SEWAGE DISPOSAL SYSTEM.
C)
0
PTH OF 1
2' DE DOUBLE
WASHED STONE
4.
QBEN-,
ELEV.-.=88.55
VARIES
4.83' X 8.5' LEACHING CHAMBER
VARIES
(SEE SITE PLAN FOR ORIENTATION)
REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS.
5' MINIMUM SEPARATION TO
(4)-500 GALLON H-20 LEACHING CHAMBERS
SEASONAL HIGH GROUNDWATER
PROPOSED
6.
ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
SOIL ABSORPTION SYSTEM
= NO WATER WAS OBSERVED DURING
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
THE TEST HOLE EXCAVATIONS.
6F,4f
BOTTOM OF DEEPEST HOLE
Ass 1
ELEV=83.55
AUL
Jv5044
� '
: GENERAL NOTES: °ESS o�P
N F
TOWN OF DENNIS LEGEND k Lqyp SOo 1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD
CONSERVATION COMMISSION d" ` ZONE.
90 SETUCKET ROAD PROPERTY LINE
2. THE SITE IS LOCATED WITHIN A ZONE II AREA.
----- --104 ------- EXISTING CONTOUR
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED
E ISTING FE
1X 102.07
t
t
t
t
O 47 i / O t \ I ( 2 -EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN JANUARY
�.. t97.�6 1 I IE I I Permit v tlyd for RE..' yIR OV SE;P1'1C SYS I CIGt019.
��` �•.. :'��` / f ;' t `� I LOT 7 0 V, due to State at.' Lucil septic variances.
�.• , 't
x 96.74
O-------
95.01 Q� 'VA 96.
I �V
95.78 ^`` JSTAKE SET
EL.=96.61
39" N F
C 90.80 LOUIS & BETTYLOU SOBELMAN
COARSE SAND 252 SETUCKET ROAD
1OYR 6/6
PERC ® 72"
LIVING ROOM
126"' ' 83.55
MOTTLING: NONE
WEEPING: NONE = BEDROOM
U
PERC RATE:<2 MIN./IN. o
a
SOIL PROFILES BEDROOM
DATE: JANUARY 17, 2019
PERFORMED BY: ASA MINTZ
WITNESSED BY: AMY VON HONE, R.S., C.H.O.
NOT TO SCALE
EXISTING-/
FENCE
KITCHEN
DINING
BATH
LIVING ROOM
�p Board of llcaIth review and - ,oroval is required for.
97,:30'; �-PROPOSED 1„500 \ 3 C �' / I 35,067 SQ. FT. f any future additions/reno,,A ns/alterations to'
----� I GALLON PRECAST 1 �\ / 0.81 ACRES t sewage facilities anis/or structures/o, jling.
i CONCRETE SE�TIC
i 98.20 TANK \\ 100.9 ���G �p'� p ` Y�irmotrth Ilcalth 1)�pat°tinct,: r
EXISTING CESSPOOLS gg' TO BE�.!•tEMOVED AND
BACKFILLED WITH / W
CLEAN SAND )"98.86 � K100.781.
/ o Na ne Date
/ o APPROX. LOCATION
/ WATER LINE �.:., u,. • . _ w-_, . t ,_
X139 55 OG9T/ON.
SITE INFORMATION
L
98.54 F-� ell - J\`82 R 52 '20, ADDRESS: 262 SETUCKET ROAD, YARMOUTHPORT 262 SETUCKET ROAD
k 100.39 MAP/LOT: 144/46 YARMOUTHPORT, MA
\ Q CERT OF TITLE 86100
100.000 D CL/ENT.
'/\9 9.11- DESIGN CALCULATIONS JEFF SWANSON
7 3sv 60' R'Ow DESIGN FLOW
UP 110 GALLONS/DAY/BEDROOM X 6 BEDROOMS = 660 GALLONS/DAY DRA{Y/NG TITLE.-
UTILITY BATH CL MECHANICAL
CL
BEDROOM BEDROOM
UPPER LEVEL LOWER LEVER
FLOOR PLAN
NOT TO SCALE
BATH
BEDROOM BEDROOM
SECOND FLOOR
TANK CAPACITY SUBSURFACE SEWAGE DISPOSAL SYSTEM SITE PLAN AND PROFILE
200% DAILY FLOW = 1,320 GALLONS; USE 1,500 GALLON TANK
SCALE.- DATE.-
5
1
4W/NG NO.
REQUIRED LEACHING CAPACITY 1 "=20 1 /21 /2019 or7
DESIGN PERC RATE = < 2 MIN/INCH
660 GPD / 0.74 GPD PER SQ. FT. = 891.89 SQ. FT.
REVISIONS
PROVIDED LEACHING CAPACITY
BOTTOM AREA= 51' X 12.83' = 654.33 SQ. FT. NO. DATE DESCRIPTION
SIDE AREA = 127.66' X 2.00' = 255.32 SQ. FT.
= 909.65 SO, FT.
GALLONS PER DAY PROVIDED = 673.14 GPD
X NCE
SUBSURFACE SEWAGE DISPOSAL SYSTEM.
--OHP
EXISTING OVERHEAD UTILITIES
4.
VERTICAL DATUM IS ASSUMED
W
EXISTING WATER UNE
5.
ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00 STATE
REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT REGULATIONS.
G
EXISTING NATURAL GAS UNE
6.
ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
TH-1
LOCATION OF TEST
CEMENT.
N
PIT/PERC TEST
7.
DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY
X 105.50 R�- a
..9.76 X
EXISTING SPOT ELEVATION
EXCAVATION OCCURRING.
___ t1P 0
- -EXISTING UTILITY POLE--- --
8. --THE
LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN
-ELEVATFONS -ALT_ -EXISTING -SEWER -INVERTS `SHALC -BE-VERIFIED "-
FI�TD�TREOF -
WG
EXISTING WATER GATE BOX
PRIOR TO THE INSTALL OF ANY SYSTEM COMPONENTS. ANY DISCREPANCIES SHALL BE
A
REPORTED TO THE DESIGN ENGINEER IMMEDIATELY
�tNo A
9.
THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR TO
104.68
�`�� gs/�c
BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF INSPECTIONS
`
III
M
AS J. INT N /
10.
WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW
CIVI
THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE REMOVED TO
NO°f' s
A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE APPROPRIATE
FGIST eR��
ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CMR 15.00 REGULATIONS.
mss/ONAIL EN
g�
11.
THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
O 47 i / O t \ I ( 2 -EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN JANUARY
�.. t97.�6 1 I IE I I Permit v tlyd for RE..' yIR OV SE;P1'1C SYS I CIGt019.
��` �•.. :'��` / f ;' t `� I LOT 7 0 V, due to State at.' Lucil septic variances.
�.• , 't
x 96.74
O-------
95.01 Q� 'VA 96.
I �V
95.78 ^`` JSTAKE SET
EL.=96.61
39" N F
C 90.80 LOUIS & BETTYLOU SOBELMAN
COARSE SAND 252 SETUCKET ROAD
1OYR 6/6
PERC ® 72"
LIVING ROOM
126"' ' 83.55
MOTTLING: NONE
WEEPING: NONE = BEDROOM
U
PERC RATE:<2 MIN./IN. o
a
SOIL PROFILES BEDROOM
DATE: JANUARY 17, 2019
PERFORMED BY: ASA MINTZ
WITNESSED BY: AMY VON HONE, R.S., C.H.O.
NOT TO SCALE
EXISTING-/
FENCE
KITCHEN
DINING
BATH
LIVING ROOM
�p Board of llcaIth review and - ,oroval is required for.
97,:30'; �-PROPOSED 1„500 \ 3 C �' / I 35,067 SQ. FT. f any future additions/reno,,A ns/alterations to'
----� I GALLON PRECAST 1 �\ / 0.81 ACRES t sewage facilities anis/or structures/o, jling.
i CONCRETE SE�TIC
i 98.20 TANK \\ 100.9 ���G �p'� p ` Y�irmotrth Ilcalth 1)�pat°tinct,: r
EXISTING CESSPOOLS gg' TO BE�.!•tEMOVED AND
BACKFILLED WITH / W
CLEAN SAND )"98.86 � K100.781.
/ o Na ne Date
/ o APPROX. LOCATION
/ WATER LINE �.:., u,. • . _ w-_, . t ,_
X139 55 OG9T/ON.
SITE INFORMATION
L
98.54 F-� ell - J\`82 R 52 '20, ADDRESS: 262 SETUCKET ROAD, YARMOUTHPORT 262 SETUCKET ROAD
k 100.39 MAP/LOT: 144/46 YARMOUTHPORT, MA
\ Q CERT OF TITLE 86100
100.000 D CL/ENT.
'/\9 9.11- DESIGN CALCULATIONS JEFF SWANSON
7 3sv 60' R'Ow DESIGN FLOW
UP 110 GALLONS/DAY/BEDROOM X 6 BEDROOMS = 660 GALLONS/DAY DRA{Y/NG TITLE.-
UTILITY BATH CL MECHANICAL
CL
BEDROOM BEDROOM
UPPER LEVEL LOWER LEVER
FLOOR PLAN
NOT TO SCALE
BATH
BEDROOM BEDROOM
SECOND FLOOR
TANK CAPACITY SUBSURFACE SEWAGE DISPOSAL SYSTEM SITE PLAN AND PROFILE
200% DAILY FLOW = 1,320 GALLONS; USE 1,500 GALLON TANK
SCALE.- DATE.-
5
1
4W/NG NO.
REQUIRED LEACHING CAPACITY 1 "=20 1 /21 /2019 or7
DESIGN PERC RATE = < 2 MIN/INCH
660 GPD / 0.74 GPD PER SQ. FT. = 891.89 SQ. FT.
REVISIONS
PROVIDED LEACHING CAPACITY
BOTTOM AREA= 51' X 12.83' = 654.33 SQ. FT. NO. DATE DESCRIPTION
SIDE AREA = 127.66' X 2.00' = 255.32 SQ. FT.
= 909.65 SO, FT.
GALLONS PER DAY PROVIDED = 673.14 GPD