HomeMy WebLinkAbout73 Holly Lane - Sewage Disposal System 2LEGEND
-= PROPOSED CONTOUR LINE
---XX--- EXISTING CONTOUR
-W- WATER LINE
0001 PROPOSED 2000 GALLON SEPTIC TANK
❑ PROPOSED DISTRIBUTION BOX
C� PROPOSED LEACHING AREA
E__R _D PROPOSED LEACHING RESERVE AREA
IIx I EXISTING SPOT ELEVATIONS
e TEST HOLE LOCATIONS
PLOT PLAN
SCALE: 1 In. =20 ft.
ASSESSOR'S MAP 33'. PARCEL 163
LOT AREA: 15.081 SO FT ,±
DEEP TEST HOLE OBSERVATION LOG #2
DATE 9-29-04JOB:
0-10330
PERFORMED BY: LAURA A. SCHOFIELD, R.S.
WITNESSED BY: LYNN MULKEEN, YARMOUTH BOH
ELEVATION
CPTH ��
SOIL
SOIL TEXTURE
SOIL COLOR
(MUNSELL)
SOIL
MOTTLING
OTHER
(FT)
SURFACE (IN)
HORIZON
(USDA)
(FT)
SURFACE (IN)
HORIZON
(USDA)
99.2-99.4
3"-0"
OORGANIC
AB
L SAND
OTHER
t0 YR 4/1
3"-0"
0'-10'
0
A/E
98.6-987
70 =20'
10 YR 4/2
L. SANG
SAND
BORDERUNE
10 YR 5/6
10 YR 6/4
99.3-98.3
10"-22"
97.7-89.4
20'-120"
C.
10 YR 4/6
101.5
10
FINER
98.3-96.7
PARENT GEOLOGICAL MATERIAL GLACIAL OUTWASH
Do.. 72"MIN.01016"OFo
STANDING WATER IN HOLE NO
WEEPNG FROM FACE: 161'
10 YR 5/4
5/3
DEPTH TO BEDROCK:
ESTIMATED SEASONAL HIGH GROUNDWATER AT EL -
AT ELEV. 93.5
PERCOLATION TEST: SEE TEST HOLE /2
41'-129'
DEEP TEST HOLE OBSERVATION LOG #1
p
DATE: 9-29-D4
JOB: 0-10330
I GUY
GUY UY
POLEI
PERFORMED BY: LAURA A. SCHOFIELD. R.S.
WITNESSED BY: LYNN MULKEEN,
YARMOUTH BOH
ELEVATION
DEPTH FROM
SOIL
SOIL TEXTURE
SOIL COLOR
SOIL
TIMBER RETAINING WALL 9g
TO BY OTHERS 9
�I.�,li
(FT)
SURFACE (IN)
HORIZON
(USDA)
.DESIGNED
TOP OF WALL EL.=101.81 - -'
(MUNSELL)
MOTTLNC
D ° 010
�
OTHER
99.8-100.1
100.1-99.3
3"-0"
0'-10'
0
A/E
ORGANIC
L SAND
51.92'
10 YR 4/2
�0 ��
BORDERUNE
S. LOAM
99.3-98.3
10"-22"
6
L SAND
10 YR 4/6
101.5
10
FINER
98.3-96.7
22'-41'
Do.. 72"MIN.01016"OFo
L SAND
I PROPOSED
WATER LINE I PROPOSED I I �
Ci a DRIVEWAY
10 YR 5/4
5/3
I w" -
''
.;
I 28.4'
96.7-89.4
41'-129'
CC„12
SAND
------ --
10 YR
-- = 102
I
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PARENT GEOLOGICAL MATERIA.: GLACIAL OUTWASH
I
STANDING WATER IN HOLE
NO
WEEPING FROM FACE: 123"
100
DEPTH TO BEDROCK:
CAPACITY GALLONS
ESTIMATED SEASONAL HIGH GROUNDWATER AT EL -
AT ELEV. 93.5 • -
\ I 5' OVERDIG
PERCOLATION TEST: TOP OF PERC, AT 36". 24 GAL ABSORBED N 5:18 MIN., PERC.
RATE < 2 NPI
12 PROPERTY LINE -
dI x i PROPOSED SPOT ELEVATION + ESTIMATED SEASONAL HIGH GROUND WATER INCLUDES A 2.5' ADJUSTMENT PER
-OH_ OVERHEAD UTILITIES I THE METHODS OUTLINED IN CAPE COD COMMISSION TECHNICAL BULLETIN 92 001.
--UG-- UNDERGROUND UTILITIES
FG FINISHED GRADE
UP UTILITY POLE ���,- - - -- -- -- - -- - - - - -
TOF TOP OF FOUNDATION ELEVATION I - _ 4" SCH-40
., PVC VENTNT
90' SCH.-40
PVC ELBOW
4" PVC NIPPLE
° ACTIVATED
Z CHARCOAL
FILTER
1 CU. FT. CONC.
o ANCHOR BLOCK
` WINDOW SCREEN MESH
ELBOW 4 - 1/4 -
STAINLESS
STEEL NUTS AND BOLTS
�'HFD� (ON PILES) o i j j: I j GOOSENECK VENT
101.0
10.4' - i i ..i i i 10.4' r/ j IC! (NO SCALE)
. FINAL LOCATION OF VENT IS TO BE DECIDED BY OWNER
p
I PROPOSED 1
'�I to
I GUY
GUY UY
POLEI
01
0
0
GARAGE
PROPOSED 5 BEDROOM
I (SLAB EL.=103.0) I /
PROPOSED LANDSCAPE
PAVED
DRIVEWAY
BENCHMARK: TOP OF
CONCRETE BOUND
0
DWELLING TOF=103.5
` 98.8
TIMBER RETAINING WALL 9g
TO BY OTHERS 9
�I.�,li
EL.=100.2 (ASSUMED DATUM)
Ti!
CATCH -- EDGE OF PAVEMENT
- A - - - - - - - - -
BASIN Cj_q 5-
.DESIGNED
TOP OF WALL EL.=101.81 - -'
- - - - -
___ - -
D ° 010
�
1 LEA ?1AG
<V
51.92'
11'
�0 ��
2. • INV. _
99.50 _
o. 6"MIN.
6" MIN.
-
z
99.3I-
wC�
101.5
10
100.2
N
(-L
PVC TIGHT -
JOINT VENT
Do.. 72"MIN.01016"OFo
-- 98-5--�------}
I PROPOSED
WATER LINE I PROPOSED I I �
Ci a DRIVEWAY
------ -----�
I w" -
''
.;
I 28.4'
Ci d I / I I I
LEACHING
CHAMBER
38.5-
� CATCH
=667 GAL
`.LEPS
------ --
-
-- = 102
I
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I
I
o�aa o°o 0101 °a�o__°��°pp
6'OF O�o 8010100101
OUTLETS TO BE THE SAME
�oo�°o
BBEELowoo°0010101 SEPTIC TANK
100
UNUSED OUTLETS SHALL BE
CAPACITY GALLONS
t
j j
\ I 5' OVERDIG
NOTE: UNLESS OTHERWISE NOTED, ALL PIPE TO
BE
OUTLET PIPES SHALL BE LEVEL
FOR AT LEAST TWO FEET
4" DIAM. PVC TIGHT JOINT SCH. 40
100.j
I I I
PORCH
10.0'
102.TF
dE
I
' I
I1/
1
90' SCH.-40
PVC ELBOW
4" PVC NIPPLE
° ACTIVATED
Z CHARCOAL
FILTER
1 CU. FT. CONC.
o ANCHOR BLOCK
` WINDOW SCREEN MESH
ELBOW 4 - 1/4 -
STAINLESS
STEEL NUTS AND BOLTS
�'HFD� (ON PILES) o i j j: I j GOOSENECK VENT
101.0
10.4' - i i ..i i i 10.4' r/ j IC! (NO SCALE)
. FINAL LOCATION OF VENT IS TO BE DECIDED BY OWNER
(APPPDX.) I I I� o 100.6 ) BASIN 4" SCH. ' 40 PERFORATED PVC DISTRIBUTION LINES
130 44' I 100 - FG=VARIES SEE PLAN
1
p
I PROPOSED 1
'�I to
I GUY
GUY UY
POLEI
01
0
0
GARAGE
PROPOSED 5 BEDROOM
I (SLAB EL.=103.0) I /
I I�
I
Imo\ pyK _ UP
a
0
DWELLING TOF=103.5
j I
-
°� o°.
�I.�,li
102x5
Ti!
CATCH -- EDGE OF PAVEMENT
- A - - - - - - - - -
BASIN Cj_q 5-
c1l)
o 5v, D
0
-----.---
PORCH 1
D ° 010
�
1 LEA ?1AG
INV. _
1�0 12_
11'
11.3.
2. • INV. _
99.50 _
o. 6"MIN.
6" MIN.
z
99.3I-
wC�
INV. 6"
102
102 - 11
LINEW
-2
Do.. 72"MIN.01016"OFo
GAS
I PROPOSED
WATER LINE I PROPOSED I I �
Ci a DRIVEWAY
I I
I I
I w" -
''
000qgl
0101 BELOW4 o�
Ci d I / I I I
LEACHING
CHAMBER
38.5-
� CATCH
=667 GAL
`.LEPS
(APPPDX.) I I I� o 100.6 ) BASIN 4" SCH. ' 40 PERFORATED PVC DISTRIBUTION LINES
130 44' I 100 - FG=VARIES SEE PLAN
1
�
(I
y
_ _
PROFILE
OF SYSTEM - NO SCALE
- - - - - - - -.-.�.-.-.-..-.-GAS- - - - - - _ _----_ -�/
---
z
3.5'
3.0'
_-_-_-_-- -��
--�-----i---- T 9
CAT -CH -EI -98.6 9.g EDGE OF PAVEMENT 93
a
COVER CONSTRUCTED OF DURABLE MATERIAL BROUGHT TO
BASIN I -
H OLLY LANE
-
°� o°.
�I.�,li
102x5
a
CATCH -- EDGE OF PAVEMENT
- A - - - - - - - - -
BASIN Cj_q 5-
c1l)
o 5v, D
0
-----.---
D ° 010
�
p °ooao°°°o°°voo°°°°a°�O�°000 o°°c
0101°o°a�°°a°0
°D°°°o°°
3.0'
TYPICAL LEACH BED END VIEW - NO SCALE
SOIL ABSORPTION SYSTEM
ROBERT
JOHN
FREEMAN
No. 32655
BREAK OUT
EL. = 99.5 (MAX)
2" LAYER 1/8" TO 1/2"
DOUBLE WASHED STOfNJE.
FREE FROM DUST AND
FINES IN PLACE
3/4" TO 1 1/2"
DOUBLE WASHED STONE,
FREE FROM DUST AND
FINES IN PLACE
TYPICAL LEACH BED CROSS SECTION - NO SCALE
4" PERFORATED 2" LAYER OF
SCH 40 PVC PIPE 1/8" - 3/8"
FG=VARIES DOUBLE WASHED
STONE
END OF
LEACH LINE
INV=99.0
Do 001 O ) OD 0 poo OD o OD O
BEGINNING OG°oOOOpp D 00p�oOp 0000 o�p 0000 SEE VENT PIPE
OF LEACH LINE O p0g0 00800 D OQ g DETAIL
6" D aD0 aD0 OD°4DO OD/q��OOA
INV=99.4 g70cx}O ODOp�O p,.p�JOW° O OW ONNECT ALL DISTRIBUTION
OfPa 0D 0 p° ODO° O0 D OD 0° ° ° LINES TO 4 VENT
4' 79.0' MANIFOLD
OAX 3/4" - 1.5"
PROFILE VIEW DOUBLE WASHED
STONE
BOTTOM OF BED
ELEV=98.5
NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40
UNLESS OTHERWISE NOTED
LOCUS MAP
CjUS
I
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J
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PROFILE
OF SYSTEM - NO SCALE
z
PROVIDE 20" MIN. DIA. WATERTIGHT ACCESS MANHOLE AND
:4 FG= 102x7 3" MIN.
a
COVER CONSTRUCTED OF DURABLE MATERIAL BROUGHT TO
FG=102X5 AIR SPACE
WITHIN 6" OF FINISHED GRADE
�I.�,li
102x5
FG- 101.5
INV
r
00.596
-
INV. _
1�0 12_
11'
2. • INV. _
99.50 _
o. 6"MIN.
6" MIN.
z
INV. 6"
m INV. _
LINEW
99. --
9.6700.37
Do.. 72"MIN.01016"OFo
GAS
po STONE
3"MAX.
(b BAFFLE
000qgl
0101 BELOW4 o�
COMP P.2
38.5-
SC -40 PVC COMP. #1
N DHINVERTED "U 11333 GAL
=667 GAL
`.LEPS
DISTRIBUTIOON�BOX (H-20)
VE
IAL
OUTLET
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-
INVERT ELEVATIONS OF ALL
o�aa o°o 0101 °a�o__°��°pp
6'OF O�o 8010100101
OUTLETS TO BE THE SAME
�oo�°o
BBEELowoo°0010101 SEPTIC TANK
(H-20)
UNUSED OUTLETS SHALL BE
CAPACITY GALLONS
PLUGGED WITH HYDRAULIC CEMENT
PRECAST REINFORCED
CONCRETE
NOTE: UNLESS OTHERWISE NOTED, ALL PIPE TO
BE
OUTLET PIPES SHALL BE LEVEL
FOR AT LEAST TWO FEET
4" DIAM. PVC TIGHT JOINT SCH. 40
p °ooao°°°o°°voo°°°°a°�O�°000 o°°c
0101°o°a�°°a°0
°D°°°o°°
3.0'
TYPICAL LEACH BED END VIEW - NO SCALE
SOIL ABSORPTION SYSTEM
ROBERT
JOHN
FREEMAN
No. 32655
BREAK OUT
EL. = 99.5 (MAX)
2" LAYER 1/8" TO 1/2"
DOUBLE WASHED STOfNJE.
FREE FROM DUST AND
FINES IN PLACE
3/4" TO 1 1/2"
DOUBLE WASHED STONE,
FREE FROM DUST AND
FINES IN PLACE
TYPICAL LEACH BED CROSS SECTION - NO SCALE
4" PERFORATED 2" LAYER OF
SCH 40 PVC PIPE 1/8" - 3/8"
FG=VARIES DOUBLE WASHED
STONE
END OF
LEACH LINE
INV=99.0
Do 001 O ) OD 0 poo OD o OD O
BEGINNING OG°oOOOpp D 00p�oOp 0000 o�p 0000 SEE VENT PIPE
OF LEACH LINE O p0g0 00800 D OQ g DETAIL
6" D aD0 aD0 OD°4DO OD/q��OOA
INV=99.4 g70cx}O ODOp�O p,.p�JOW° O OW ONNECT ALL DISTRIBUTION
OfPa 0D 0 p° ODO° O0 D OD 0° ° ° LINES TO 4 VENT
4' 79.0' MANIFOLD
OAX 3/4" - 1.5"
PROFILE VIEW DOUBLE WASHED
STONE
BOTTOM OF BED
ELEV=98.5
NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40
UNLESS OTHERWISE NOTED
LOCUS MAP
CjUS
I
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NANTUCKET SOUND
SCALE: 1 IN. = 20,100 FT.
GENERAL NOTES
I. ELEVATIONS REFER TO AN ASSUMED DATUM. SEE BENCHMARK ON PLAN.
2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF HE
MASSACHUSETTS STATE ENVIRONMENTAL CODE AND HE BOARD OF
HEALTH REQUIREMENTS FOR HE TOWN OF YARMOUTH.
3, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF
HEALTH AND SCHOFIELD BROTHERS OF CAPE COD.
4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED
AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE
TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH.
5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY
FOR MATERIALS ENCOUNTERED DURING EXCAVATION.
6. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE
EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES
OF THE SOIL ABSORPTION SYSTEM (S.A.S) AND TO AN ELEVATION OF
APPROXIMATELY 96.2. BACKFILL WITH CLEAN SAND MATERIAL MEETING
TITLE 5 SPECIFICATIONS TO APPROX. ELEVATION 99.5. CONTACT
SCHOFIELD BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING
SOIL QUALITY.
7• INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR
EXCAVATION INSPECTION AND PRIOR TO BACKFILLING FOR SYSTEM
CERTIFICATION.
8. BUILDING SEWER INVERTS SHALL BE VERIFIED IN FIELD PRIOR TO
COMPONENT INSTALLATION. CONTACT SCHOFIELD BROTHERS IF
SIGNIFICANT DISCREPANCIES EXIST.
9• SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE
STOCKPILED AND REUSED AT OWNERS OPTION. RE -SPREAD OVER
DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH.
10. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
RESERVE LEACHING AREA.
11 LOADINGTICANY COMPO ENOTNTHAT WILL BTEM COMPENTS ARE E ISUBJJECTTIGNED FOTO VEHICLE M 20
ALL OR
OTHER HEAVY EQUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20
LOADING CAP. 'TY.
12. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL
VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
13. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA
EXCEPT THOSE THAT ARE SHOWN.
14. RESERVE AREA DIMENSIONS: TWO (2) 47' LEACHING TRENCHES
4' WIDE ' 2' DEEP. -
DESIGN CALCULATIONS
1. ESTIMATED HYDRAULIC LOADING:
BEDROOMS AT 110 GPD PER BEDROOM
GARBAGE GR NDERS NOT ALLOWED WITHIS DESIGN
GPD
GN
2. SEPTIC TANK SIZE:
AVERAGE DAILY FLOW = 50 'GPD X 2 DAYS 110 GALLONS
SEPTIC TANK PROVIDED = 2000 GALLONS
3. DESIGN PERCOLATION RATE = <2 MINUTES PER INCH
SOIL TEXTURE SANDS, CLASS I
310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF
4. LEACHING AREA:
TOTAL SIDEWALL AREA PROVIDED = N/A SFX N A G D /SF
TOTAL BOTTOM AREA PROVIDED = 750.5 SF X-00..7 GGPDD/SF
MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = GPD
ACTUAL HYDRAULIC LOADING = 550 GPD (SEE 1.)
BOTH TUNDER
DESIGNETDLE 5ANDCHIN THE TOWN OF S' YARMOUTH BOARD-L-EA-CHING AREA ( OF HEALTH
REGULATIONS
PROPOSED SEWAGE DISPOSAL SYSTEM
FOR: A PROPOSED FIVE BEDROOM DWELLING
AT: 47 PINE GROVE ROAD
YARMOUTH, MA
ASSESSORS MAP: 33 PARCEL: 163
APPLICANT: CHIP CUERONI TEL. NO.: (508)726-1137
131 FAY ROAD
FRAMINGHAM, MA 01702 JOB #:0-10330
DATE: NOVEMBER 8, 2004 DESIGNED BY:
�P��N OF
LAS
REV:
REV: DECEMBER 20, 2004 PRAWN BY:
r� LAURA LAS / RJF
A.
(1 v1OLJ
FlECQ:�1� CHECKED BY:
SCHO� ! LAS RJ'
Nc 20
SCHOFIELD BROTHERS OF CAPE COD
-SAH( PNNGINEERING - SURVEYING - PERMITTING
1Ak1P.O.PO-Box 101, 161 CRANBERRY HIGHWAY ORLEANS, MA
508 255-2098