HomeMy WebLinkAboutEngineer PlanTOP OF FOUNDATION
ELEVATION=104.37
a
53' OF 4" SCH 40
PVC, S=0.020 MIN.
INV.=102.00
PROPOSED
RE -PLUMBED
INV.=101.29
9" MIN. COVER
36" MAX. COVER
�10" "
PROPOSED 1,500 GALLON 14
REINFORCED CONCRETE
SEPTIC TANK
TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
SYSTEM PROFILE
NOT TO SCALE
BUCK ASZ•AND RD
SITE
RISERS ON TANK TO BE BROUGHT
TO WITHIN 6" OF GRADE
(INLET AND OUTLET)
16' OF 4' SCH 40
PVC-----� MIN.
INV.=101.04
LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
Z
w
BATH DINING
BEDROOM Y
BEDROOM LIVING ROOM
INV.=100.88
RISER ON D-BOX TO
- BE BROUGHT TO GRADE WITHIN
6" OF GRADE
PROVIDE SPEED LEVELERS ON OUTLETS
PIPE TO BE RUN LEVEL FOR
AT LEAST 2 FEET OUT OF THE D-BOX
5' OF 4" SCH 40 (LONGER RUN)
PVC, S=0.010 MIN.
LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
PROPOSED 3-OUTLET
DISTRIBUTION BOX
PROPOSED
DISTRIBUTION BOX
:VEGETATIVE LAYER
INV.=100.71 IN V.=100.64
THREADED
-END CAP
TO GRADE
F» _:
jSOLI 8 PIPE
YNON
I; ..,.:.:f-GEOTEXTILE
MAX. COVER 3' (TYP.)
C f�' MIN. COVER 9 (TYP.)
------------------- - - - - ------------------------
18' OF 4" PERF. SCH 40 PVC S=0.005
3/4"-1 1/2" DOUBLE WASHED STONE
15' X 20' LEACHING BED
CRUSHED STONE
LOCUS FRONT
SCALE 1"=1000' FLOOR PLANS
BVW A2 INSPECTION PORT
LIMIT OF
BORDERING 99.44 DETAIL
VEGETATED NOT TO SCALE
WETLANDS ,.996.50
TOWN N F OF YARM'OUTH`9 94 3 / BVW A4
OLD MILL STREAM
CONSERVATION (AREA
X-1957.96 MAP/ PIRCEL ' /39 \-
BVW Al \N
S I,j 6.3 0 �, / x 00.25 9,9- - �, N/F
10
SILTATION BE RAISED
BARRIER LANI�NG TO BE
(SEE DETAIL) Z REMOVED AND
REPLACED
NIF CO
UNKNOWN 103# X1
MAP/PARCEL 48124.2 o D W I
� pC
N 102.7
PROPOSED 1,500 GALLON ' 5
PRECAST CONCRETE
SEPTIC TANK (H10) 4
40 MIL IMPERVIOUS BARRIER 10
ELEV. 101.00 TO 97.00 - -
20,
PROPOSED 15' X 20' l d�
PIPE IN STONE
LEACH FIELD
PROPOSED 3-OUTLET ,
DISTRIBUTION
eox (H � o
LIMIT OF
HAROLD K ISHAM
41 CIRCUIT ROAD NORTH
MAP/PARCEL 48/26
EXISTING TANK
b (TO BE REMOVED)
OVERDIG _ xS 103.95
102.75 �
X
C Ro4 o' WOE._
C pRNATE wAY x"102.1,
/Foo'c ev
150,10
BENCHMARK
TOP OF FOUNDATION
ELEV.=104.37'
(ASSUMED)
-, 102.34
fR
102.73 00'( $�
10� F�O 00
102.67
x 102.35
i\ = � 1
j UP
x 101.38
101.9�
101.63
NOT TO SCALE
DEED RESTRICTION
IN ACCORDANCE WITH 310 CMR 15.240 (5). THIS SYSTEM REQUIRES A DEED
RESTRICTION LIMITING THE DWELLING TO 2 BEDROOMS. IT IS REQUIRED THAT THIS DEED
RESTRICTION BE RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
IN HOUSE VARIANCES REQUESTED:
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO CELLAR WALL SHALL BE 20 FEET. SAS IS LOCATED t 10.4 FEET
FROM THE CELLAR WALL. A VARIANCE OF f9.6 FEET IS REQUESTED.
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO PROPERTY LINE SHALL BE 10 FEET. SAS IS LOCATED t7.0 FEET
FROM THE PROPERTY LINE. A VARIANCE OF t3.0 FEET IS REQUESTED.
310 CMR 15.211 (1) -MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SEPTIC TANK TO CELLAR WALL SHALL BE 10 FEET. SEPTIC TANK IS LOCATED
f5.0 FEET FROM THE CELLAR WALL. A VARIANCE OF f5.0 FEET IS REQUESTED.
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SEPTIC TANK TO PROPERTY LINE SHALL BE 10 FEET. SEPTIC TANK IS
LOCATED t4.4 FEET FROM THE PROPERTY LINE. A VARIANCE OF t5.6 FEET IS
REQUESTED.
310 CMR 15.212 (1) - DEPTH TO GROUNDWATER - MINIMUM VERTICAL SEPARATION
FROM BOTTOM OF SAS TO HIGH GROUNDWATER SHALL BE 5 FEET. BOTTOM OF SAS
IS LOCATED 4 FEET ABOVE HIGH GROUNDWATER. A VARIANCE OF 1 FOOT IS
REQUESTED.
LEGEND
LOCUS FRONT
SCALE 1"=1000' FLOOR PLANS
BVW A2 INSPECTION PORT
LIMIT OF
BORDERING 99.44 DETAIL
VEGETATED NOT TO SCALE
WETLANDS ,.996.50
TOWN N F OF YARM'OUTH`9 94 3 / BVW A4
OLD MILL STREAM
CONSERVATION (AREA
X-1957.96 MAP/ PIRCEL ' /39 \-
BVW Al \N
S I,j 6.3 0 �, / x 00.25 9,9- - �, N/F
10
SILTATION BE RAISED
BARRIER LANI�NG TO BE
(SEE DETAIL) Z REMOVED AND
REPLACED
NIF CO
UNKNOWN 103# X1
MAP/PARCEL 48124.2 o D W I
� pC
N 102.7
PROPOSED 1,500 GALLON ' 5
PRECAST CONCRETE
SEPTIC TANK (H10) 4
40 MIL IMPERVIOUS BARRIER 10
ELEV. 101.00 TO 97.00 - -
20,
PROPOSED 15' X 20' l d�
PIPE IN STONE
LEACH FIELD
PROPOSED 3-OUTLET ,
DISTRIBUTION
eox (H � o
LIMIT OF
HAROLD K ISHAM
41 CIRCUIT ROAD NORTH
MAP/PARCEL 48/26
EXISTING TANK
b (TO BE REMOVED)
OVERDIG _ xS 103.95
102.75 �
X
C Ro4 o' WOE._
C pRNATE wAY x"102.1,
/Foo'c ev
150,10
BENCHMARK
TOP OF FOUNDATION
ELEV.=104.37'
(ASSUMED)
-, 102.34
fR
102.73 00'( $�
10� F�O 00
102.67
x 102.35
i\ = � 1
j UP
x 101.38
101.9�
101.63
NOT TO SCALE
DEED RESTRICTION
IN ACCORDANCE WITH 310 CMR 15.240 (5). THIS SYSTEM REQUIRES A DEED
RESTRICTION LIMITING THE DWELLING TO 2 BEDROOMS. IT IS REQUIRED THAT THIS DEED
RESTRICTION BE RECORDED WITH THE BARNSTABLE COUNTY REGISTRY OF DEEDS.
IN HOUSE VARIANCES REQUESTED:
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO CELLAR WALL SHALL BE 20 FEET. SAS IS LOCATED t 10.4 FEET
FROM THE CELLAR WALL. A VARIANCE OF f9.6 FEET IS REQUESTED.
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SAS TO PROPERTY LINE SHALL BE 10 FEET. SAS IS LOCATED t7.0 FEET
FROM THE PROPERTY LINE. A VARIANCE OF t3.0 FEET IS REQUESTED.
310 CMR 15.211 (1) -MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SEPTIC TANK TO CELLAR WALL SHALL BE 10 FEET. SEPTIC TANK IS LOCATED
f5.0 FEET FROM THE CELLAR WALL. A VARIANCE OF f5.0 FEET IS REQUESTED.
310 CMR 15.211 (1) - MINIMUM SETBACK DISTANCE - MINIMUM SETBACK DISTANCE
FROM SEPTIC TANK TO PROPERTY LINE SHALL BE 10 FEET. SEPTIC TANK IS
LOCATED t4.4 FEET FROM THE PROPERTY LINE. A VARIANCE OF t5.6 FEET IS
REQUESTED.
310 CMR 15.212 (1) - DEPTH TO GROUNDWATER - MINIMUM VERTICAL SEPARATION
FROM BOTTOM OF SAS TO HIGH GROUNDWATER SHALL BE 5 FEET. BOTTOM OF SAS
IS LOCATED 4 FEET ABOVE HIGH GROUNDWATER. A VARIANCE OF 1 FOOT IS
REQUESTED.
LEGEND
PROPERTY LINE
EXISTING CONTOUR
- -- x --- - -- -
EXISTING FENCE
EXISTING OVERHEAD UTILITIES
W
EXISTING WATER LINE
TH-1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
QFH
EXISTING FIRE HYDRANT
UP -0
EXISTING UTILITY POLE
BH
BULKHEAD
3' WIDE GEOFAB SILT
FENCE FABRIC OR
APPROVED EQUAL
SITE INFORMATION
ADDRESS: 39 CIRCUIT ROAD NORTH, WEST YARMOUTH
48/25
DEED R FERENCE: 16850/0022
PLAN REFERENCE: 20/15
DESIGN CALCULATIONS
DESIGN FLOW
110 GALLONS/DAY/BEDROOM X 2 BEDROOMS = 220 GALLONS/DAY
TANK CAPACITY
200% DAILY FLOW = 440 GALLONS; USE 1,500 GALLON TANK
REQUIRED LEACHING CAPACITY
DESIGN PERC RATE = < 5 MIN/INCH
220 GPD / 0.74 GPD PER SQ. FT.=297.29 SO. FT.
PROVIDED LEACHING CAPACITY
BOTTOM AREA= 20.00' X 15.00' =300.00 SQ. FT.
GALLONS PER DAY PROVIDED=222.00 GPD
8 oz. NON WOVEN GEOTEXTILE FABRIC
4' PERFORATED
SCH 40 PVC PIPE
# 3 EARTH BI�KF�LL BACKFILL�H
4,v
r,'10" DEPTH OF 3/4" TO
°1-1 2" DOUBLE WASHED
, CRUSHED STONE
S-6" 4'-0" 4'-0' S-6"
15'-0"
TYPICAL LEACH FIELD
CROSS SECTION
NOT TO SCALE Tp_
o" A 103.00
LOAMY SAND
10YR 3/3
JE
V OAK STAKF
SILT FENCE
BARRIER DETAIL
NOT TO SCALE
12" B
LOAMY F.
10YR 4/6
34"
C FINE SAND
2.5Y 6/3
96.05 H2O ADJUSTED
94.75 H2O ENCOUNTERED
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
ed for
any future additions/renovations%alterati s to
sewage facilities and/or structures/dwelling.
Yarmouth Health (Department
-APPROVED
t y ELEV.=103.92 MAX FINAL ELEVATION 1 0#3
ELEV.=101.68 MIN FINAL ELEVATION OVER S.A.S. Na Date
c 8 oz. NON WOVEN o2 A J.
'S GEOTEXTILE FABRIC g
PIPES TO BE CAPPED " C N
's I AT ENDS
101
_ INV.=100.55
ELEV.=100.05
4.0
17
ADJUSTED GROUNDWATER
ELEVATION=96.05
GENERAL NOTES:
1. NONE OF THE SUBJECT WORK IS WITHIN THE LIMITS OF A FEMA FLOOD HAZARD
ZONE AS SHOWN ON PANEL NO. 25001 CO586J, EFFECTIVE DATE JULY 16, 2014.
2. THE SITE IS NOT LOCATED WITHIN A ZONE II AREA.
3. VERTICAL DATUM IS ASSUMED
4. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00
STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT
REGULATIONS.
5. ALL JOINTS IN THE TANK AND DISTRIBUTION BOX SHALL BE MADE WATERTIGHT
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR HYDRAULIC
CEMENT
6. DIGSAFE: AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY
EXCAVATION OCCURRING.
7. LOCATION OF UTILITIES ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED IN
THE FIELD.
8. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS PRIOR
TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF
INSPECTIONS
9. WHERE APPLICABLE, UNSUITABLE MATERIAL (A & B HORIZONS) ENCOUNTERED BELOW
THE INJERT 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.
10. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
11. EXISTING CONDITIONS SURVEY PERFORMED BY PAUL E. SWEETSER, PLS IN APRIL
2023
02.00
00.16
PERC O 58'
108"' 94.00
REFERENCE WELL - MIW 29
REF WELL READING = 7.7, ADJUST 1.3'
PERC RATE:<2 MIN./IN.
SOIL PROFILES
DATE: MAY 3, 2023
PERFORMED BY: RICK JUDD
WITNESSED BY: JAY GARDINER
NOT TO SCALE
AM4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: (508) 400-2365
SITE DESIGN, LLC
Residential Site Design and Permitting