HomeMy WebLinkAboutEngineer PlanTOP OF
TP -2
SYSTEM
RISER ON D -BOX TO
"'ROFILE BE BROUGHT TO WITHIN
99.10 0.
SITE INFORMATION
D_
FOUNDATION
IN-HOUSE VARIANCES REQUISTIED:
EXISTING OVERHEAD UTILITIES
6" OF GRADE
RISER ON CHAMBERS TO
5.
FILL
EL 99.63
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - M141MUM
NOT TO
ALE
A/Eb
BE BROUGHT TO WITHIN
6* OF GRADE
ADDRESS, 42 & 44 DOLPHIN WAY, SOUTH YARMOUTH
eFROM
DAVENPORT REALTY TRUST
THE CELLAR WALL A VARIANCE OF ±6.6 FEET ISREQUESTED.
N:
PROVIDE SPEED LEVELERS ON
OUTLETS
mAP/LoT. 80/26
96 & 98 REGIONAL AVE
MAP 80, PARCEL 28
92 & 94 REGIONAL AVE
96.26
Low MED SAND
100.20 MAX. EL
DEED REFERENCE, 1180/0086
MAP 80, PARCEL 29
32"
............. ..... . ..........
97.95 MIN. EL
PLAN REFERENCE* 207/101
x 102.56
LIMIT OF
101.69 101.14
x-x-----,x-----x >
RISER (TYP OF 2)�
N/F
AVENPORT REALTY TRUST
LEACHING CHAMBERS (HID)
W MIN. COVER 20 OF r PEASTONE OR
DESIGN CALCULATIONS
TP -2
12' OF 4!' SCH 40
11"
N 87'02'10" W 10784',
36" MAX. COVE 8 07. NON WOVEN
MAP 80, PARCEL 27
PROPOSED 4 -OUTLET
PVC, S-0.010 MIN.
29' OF 4- SC
29. OF 4- SC
1 40
x 98.52
GEOTExnUE
f.
VENT
PVC' S_0.010
Pte. S-0-010
MIN.
19' OF 41�' SCH 40 (LONGER RUN)
97.20
DESIGN FLOW
110 GALLONS/DAY/BEDROOM X 4 BEDROOMS = 440 GALLONS/DAY
!R
EXISTING
EXISTING
�53
Ion
10-
01141
PVC, 5=0.01 MIN.
o\ 9
.10
'
EXISTING CESSPOOLS
PROPOSED 1,500 GALLON
INV.=97,53
INV.=97
14-1 141
0
=1 M F -D 0 `�7
TANK CAPACITY
EXISTING
V..96
INV. -96.85
IN
AND'PSANDONED��."
! 7 c "I M I PTH OF 1r DOUBLE
2 DE
200% DAILY FLOW 880 GALLONS; USE 1,500 GALLON TANK
INV.=97.10
.85
INV.=96.39
STONE
E=
TEE WITH GAS BAFFLE
INV.=I
6.56
EW STABLE BASE INV.=96.20
REQUIRED LEACHING CAPACITY
DESIGN PERC RATE - < 2 MINANCH
PROPOSED 1,500 GALLON
-f
(CENTERED IN TANK OPENING)
G
CONSISTING OF 6"
CRUSHED STONE 2'
4.83' X 8.5' LEACHING
T.
440 GPD / 0.74 GPD PER SO. FT. -594.59 SQ. FT.
TWO-COMPARTMENT
REINFORCED CONCRETE
I I I
LEVEL STABLE BAS
I (AS, REQUIRED)
PROPOSED 4 -OUTLET
ORIENTATION) SEPARATION TO
(SEE ATE PLAN FOR 15' MINIMUM
PROVIDED LEACHING CAPACITY
SEPTIC TANK
CONSISTING OF 6"
DISTRIBUTION BOX (H2O) (4)-500 GALLON H-10 LEACHING CHAMBERSSEASONAL HIGH GROUNDWATER
BOTTOM AREA - 44.0' X 8.83' -388.52 SQ. FT.
CRUSHED STONE
PROPOSED
PROPOSED
SIDE AREA = 105.66' X 2.00' =211.32 SQ. FT.
PROPOSED
SEPTIC TANK
DISTRIBUTION BOX
SOIL ABSORPTION SYSTEM NO WATER WAS OBSERVED DURING
=599.84 SO, FT
THE TEST HOLE EXCAVATION.
GALLONS PER DAY PROVIDED -443.88 GPD
I BOTTOM OF HOLE - EL 88.60
DOE
TP -2
PROPERTY LINE
99.10 0.
EXISTING CONTOUR
D_
SCALE 1"=1000'
IN-HOUSE VARIANCES REQUISTIED:
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
5.
FILL
98.72
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - M141MUM
SETBACK DISTANCE
98.60
A/Eb
FROM SAS TO CELLAR WALL SHALL BE 20 FEET. SAS IS I
OCATED ±13.4 FEET
eFROM
DAVENPORT REALTY TRUST
THE CELLAR WALL A VARIANCE OF ±6.6 FEET ISREQUESTED.
N:
DAVENPORT REALTY IKUbI
98.31
Vf
LOCUS
TP -2
PROPERTY LINE
99.10 0.
EXISTING CONTOUR
99.14
SCALE 1"=1000'
HTM
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
5.
FILL
98.72
N/F
PIT/PERC TEST
98.60
A/Eb
N/F
M
V)<
DAVENPORT REALTY TRUST
z
10"
DAVENPORT REALTY IKUbI
98.31
Vf
96 & 98 REGIONAL AVE
MAP 80, PARCEL 28
92 & 94 REGIONAL AVE
96.26
Low MED SAND
MAP 80, PARCEL 29
32"
96.47 J-
PROPOSED (4) 500 -GALLON
x 102.56
LIMIT OF
101.69 101.14
x-x-----,x-----x >
RISER (TYP OF 2)�
N/F
AVENPORT REALTY TRUST
LEACHING CHAMBERS (HID)
STONE (TYP.
TP -2
00 & 102 REGIONAL AVE
11"
N 87'02'10" W 10784',
99.14
MAP 80, PARCEL 27
PROPOSED 4 -OUTLET
x 98.52
DISTRIBUTION
VENT
BOX (H20)
!R
RISER (TYP. OF 2)
-.1144.00'
o\ 9
.10
'
EXISTING CESSPOOLS
PROPOSED 1,500 GALLON
0
-(TO BEfBIACKFILLED,,,,
TWO-COMPARTMENT
AND'PSANDONED��."
CONCRETE SEPTIC TANK (HIO)
F
NR/EALTY
97.50
DAVENPORT TRUST
APPROXIIJT.E
vumrr
36 & 38 DOLPHIN WAY
MAP 80, PARCEL 25
xgg.)2
G
OF OVEkbIj
'6A
I\.
6M,
'0 1 "'
I (AS, REQUIRED)
_; .11
07.3,9,
EXISjIN
w "I EM
z D WELLING Go
=F)� 96.54; 0)
0 2 -FAMILY
P x 98.43 FOUR BEDROOM
It
FULL
3' (ASSUMED) o Lo
(L
'
Mo 196 gy
Z
X9 8.74 �
�b
9.40----------- oj
A-0 T'
9-
x 0 1,472- SCITT ±
0.26 ACRES"±' 9,P:89/
083'
"3
9
.92 90.39
R-318.1
_Mqq
MAG NAIL SE IN PAVEMENT EL=89.99
ASSUMED)
TP_ I
0
61.
34"
94" 91.26
IC2 I BOT. PERC - -
FINE SAND 0 48*
2.5Y 6/3
126" 1 88.60 126" - 68.64
MOT -FLING: NONE MOTTLING: NONE
WEEPING: NONE WEEPING: NONE
PERC RATE: <2MIN/IN PERC RATE: <2MIN/IN
SOIL PROFILES
DATE: JANUARY 20, 2022
WITNESS PHILIP RENAUD
PERFORMED BY RICK JUDD
NOT TO SCALE
DINING KIT KIT DINING
LIVING RM LIVING RM
FLOOR PLANS.
NOT TO SCALE
KwoIN-FILIKII
FIRST FLOOR
Yarmouth Health Department
"PROVED
11 -
Date
LEGEND.
TP -2
PROPERTY LINE
99.10 0.
EXISTING CONTOUR
99.14
EXISTING FENCE
HTM
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
5.
FILL
98.72
L4
PIT/PERC TEST
98.60
A/Eb
BH
M
V)<
LOW SAND
z
10"
1 OYR 3/3
98.31
Vf
Bwb
z
96.26
Low MED SAND
7.5YR 4/6
32"
96.47 J-
cl
MEDIUM SAND
1 OYR 6/4
94" 91.26
IC2 I BOT. PERC - -
FINE SAND 0 48*
2.5Y 6/3
126" 1 88.60 126" - 68.64
MOT -FLING: NONE MOTTLING: NONE
WEEPING: NONE WEEPING: NONE
PERC RATE: <2MIN/IN PERC RATE: <2MIN/IN
SOIL PROFILES
DATE: JANUARY 20, 2022
WITNESS PHILIP RENAUD
PERFORMED BY RICK JUDD
NOT TO SCALE
DINING KIT KIT DINING
LIVING RM LIVING RM
FLOOR PLANS.
NOT TO SCALE
KwoIN-FILIKII
FIRST FLOOR
Yarmouth Health Department
"PROVED
11 -
Date
LEGEND.
PROPERTY LINE
--------104 --------
EXISTING CONTOUR
EXISTING FENCE
EXISTING OVERHEAD UTILITIES
EXISTING WATER LINE
-W--
TP -1
LOCATION OF TEST
PIT/PERC TEST
EXISTING SPOT ELEVATION
BH
BULKHEAD
.GENERAL NOTES
1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD
HAZARD ZONE AS SHOWN ON PANEL NO. 25001CO591J, EFFECTIVE DATE JULY
16, 2014.
2. THE SITE IS NOT LOCATED WITHIN A ZONE 11 AREA.
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100 -FEET OF THE PROPOSED
SUBSURFACE SEWAGE DISPOSAL SYSTEM.
4. VERTICAL DATUM IS ASSUMED
5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00
STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT
REGULATIONS.
6. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR
HYDRAULIC CEMENT.
7. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY
EXCAVATION OCCURRING.
8. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE -FIELD.
9. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS
PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR
SCHEDULING OF INSPECTIONS
10. WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED
BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALL BE
REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO THE
APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310 CMR
15.00 REGULATIONS.
11. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
12. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS MARCH
2022
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE SIGN, LLC
Residential Site Design and Permitting
r1crAmw
42 & 44 DOLPHIN WAY
SOUTH YARMOUTH, MA 02664
aAw.
DAVENPORT REALTY TRUST
20 NORTH MAIN STREET
SOUTH YARMOUTH, MA 02664
LM MIC 777LE'
SUBSURFACE SEWAGE DISPOSAL SITE PLAN AND PROFILE
so1Lr.L11
77=W" Ala
1"=20 3/31/2022: OF -1-
REVISIONS
"I NO. DATE DESCRIPTION
HEALTH DEPT