HomeMy WebLinkAbout65 Rita Ave - Sewage Disposal Plan 2I
I ,
DISTRIBUTION BOX DETAIL: NOT To scALE LEACHING DETAIL: NOT TO SCALE
I SOIL TEST PIT DATA: �0/23/oi SEPTIC TANK DETAIL. �,50o GALLON
` NO. OF OUTLETS S 37.5'
NOT TO SCALE
TEST PIT _ #1-- TEST PIT 2 NOTES: 1. SEPTIC `TANK SHALL BE STEEL. 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE o0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GRD. EL' 99.2 GRD. EL 99.5 SCNED. 40 PVC OR CAST -IN-PLACE CONCRETE.
0 0 0 0 00 0 0 00 0 0 00 00 0 00 .00
REINFORCED CONCRETE TEES TO BE CENTERED UNDER MANHOLE COVER. EMMORVABLE }--- 2" WALLS ° °o
N A EST. HIGH GW. 90.2 2. SEPTIC TANK TO WITHSTAND H-10 LOADING f 1 NOTES: 0
EST. HIGH GW. UNLESS UNDER PAVEMENT, DRIVES OR 5 UNITS o
• •. ... 1. DIST.'BOX TO WITHSTAND H-10 LOADING HIGH DENSITY 0 50" 10'
LOAMY SAND
2.5YR 4/11 • '-
LOAMY,SAND '
,- .10YR 5/6
EL = 97.7
72"
FINE/MED. SAND
2.5Y 6 6
MED./FINE $AND
2.5Y 7/3
7"
18"
102"
•tc"
LOAMY SAND
2.5Y 4/1
B
LOAOMY. 6S%6ND
EL = 97.0
MED SAND
2.5Y 6/3
FINE SAND
2.5Y 6/2
FINE/MED $AND
5Y 73
TRAVELED WAYS, WHEREIN H-20 LOADING 2 I",c encn " 0
SHALL APPLY. UNLESS UNDER PAVEMENT DRIVES OR 4 PVC POLYETHYLENE INFILTRATOR 3050 o
" 3. ALL PIPE CONNECTIONS AND CONCRETE _ 4' IA CRETE MANHOLES I
TRAVELED WAYS WHEREIN H-20 LOADING PIPE °o 0 0 o 000000000 0 0 0 0 0 o o 00
° 00 0 0 00 0 0 0 0
8 HIGH GROUNDWATER COMPUTATION CONSTRUCTION SHALL BE WATERTIGHT. 2%2 0 CSN " SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BASED ON TP#2 WITH TO fi OF FINISH GRADE METAL HANDLES LIGHT 15
4. FILL' ALL UNUSED KNOCKOUTS 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 40'
MORTAR. 6" 5.V, OUTLETS SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
30" DEPTH To wATER(oR BOT. of HOLE) u.o � - .TEE TO BE UNDER - - � PLAN VIEW - � LEACHING CHAMBERS
!?OVER MIN. IN PUMPED SYSTEM.
INDEX WELL AIW 230 M.H. OPENING J < J e<
WATER LEVEL RANGE ZONE C - 1 N 3 " �' ° $°aw a� $°►' $° �$°� a L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
LOAM &SEED DISTURBED AREAS
CURRENT DEPTHGINDEX WELL(9/010)_2 ,2-_ - " RAISE M.H W 4 BOTTOM ST BLEB E� 6" MIN. 3/4'. TO BOX ?0 8E LAID LEVEL
WATER LEVEL ADJUSTMENT 4.7 10-6 SEWER BRICK J .J•::..:J .'r - 1 1/2" CF#USHED 4. ALL PIPE CONNECTIONS AND CONCRETE "
" DEPTH TO ADJUSTED HIGH WATER 9.3 lo' -D" & MORTAR 12 J CROSS-SECTION STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3 MAX. COMPACTED FILL 36 MAXIMUM 0 MINIM M
78 NORMAL WATER LEVEL
• .. ° p O p o 0 000 0 0 o p 0
0 0; o 0 000 0 0 000 0 0 3" .LAYER
'e 3 _
di
PRECAST SEPTIC TANKC c 10" 14
e INLET TEE ? 4'-9"
96" -4 _6"'
0
5 -2 J 4'-0 MIN. 90' BEND oN J 5 -4" 15 1/2'
z LIQUID DEPTH OUTLET IFF �'
5 _g" .: (GAs coN1ROL)
r
e
INDICATES � J J • •
,ao"y OBSERVED _.14 nnrrnu n., ,D.T, ar.o,c CA cr a°J`. �. I- _I
5. FILL ALL USED KNOCKOUTS WTH MORTAR.
jo
_p0 HIGH 000 0
g DENSITY 0
" T. ,O O 0
30 24 0 00 POLYETHYLENE. O 0
EFFEC. Q70 0 INFILTRATOR 3050 8 O 0
DEPTH too LEACHING
AMHBER 00
i 3/4" - 1 1//2'
35" 50" 35", WASHED STONE
11 1 BRIAN J. HAYES N 79 1 r�
EL -A FIRST PIPE LENGTH, MAP 89 �X 99.4 `
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET L PARCEL 169 I 5
EL -102.0' 6" OF FINISHED GRADE. FOR MIN. Y - INCE
FlN SH GRADE I TO AD
=99.2-98.7 MIN -
4" PVC SCH 40 LOT 46
SCH 4G 4" PVC SCH 40 LEACHING a4AM8ER i 4 10.0' 1 CATHERINE
N/F
. MULLEN 28.0' `
I
_ •. MAP 89
1==G H PARCEL 163
14
I -C I=E ( I0,000tS.F. 100.0 99.8
5 OUTLET I=F O -�
DIST. BOX 5' SEPARATION i S
SEPTIC TANK ' 1
'f
I EST. HIGH GROUNDWATER O / Tj
J p / TP 1 101.8 26.0
PROPOSED o 1
DRIVEWAY z
INVERT ELEVATIONS: �' o N _ o
TOP OF FOUNDATION 103.0 A PROPOSED
/ GARAGE
4" INVERT AT BUILDING 98.20 B y� ' SLAB EL. 102.3
" T AT SEPTIC TANK IN 97.90 C C'
4 INVERT ( ) o
CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW: -
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X '2007 = 880 GAL.
SEPTIC TANK PROVIDED: _SAL.
SIZE OF LEACHING FACILITY REQUIRED: .
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
440 GPD + 0,74 GPD/SF = 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE HIGH DENSITY POLYETHYLENE
LEACHING CHAMBERS(5 UNITS) 10'X2'X40'
SIDEWALL =" 2(10'+40') X 2' = 200
BOTTOM 10' X 40' = 400
600S,F,
600 S.F' x 0,74 GPD/SF = 444 GPD
444 GPD PROVIDED > 440 REQUITRED
LOCUS INFORMATION
CURRENT OWNER: CATHERINE E. MULLEN
TITLE REFERENCE: BOOK 1406, PAGE 938
PLAN REFERENCE: BOOK 122, PAGE 15
4" INVERT AT SEPTIC TANK (OUT) 97.65 D o o) ASSESSORS MAP: 89
f 4" INVERT AT DIST. BOX (IN) 97.57 E / x o >� PARCEL ts3
4" INVERT AT DIST. BOX (OUT) 4 F z ! $ 31.9' , zoNlNc DISTRICT: R-40
p / 0.0' 99.9 SETBACKS: FRONT 30
INVERTS AT LEACHING FACILITY: 1500 ' s10E 20
REAR 20
LOT 21 moo,. 10.0 � TANK o , MINIMUM LOT SIZE: 40, 000 S.F.
S GALLON
4" INVERT AT BEGINNING N/F PROPOSED
X 100'7 OVERLAY DISTRICT. NOT 1N A ZONE II DISTRICT
STEPHEN W. TAYLOR / 4," PVC 4 BEDROOM
OF LEACHING CHAMBER 97.2 G `
6 MAP 89 / "D. 0 SC MIS) DWELLING pSED FEMA FLOOD
a ELEVATION AT BOTTOM PARCEL 170 Box , ' (10TOP OF FND. PROP W
rn 95.2 H ELEV. 103.0' W WATER LINE y fi, ZONE DISTRICT: "C` PANEL 250015 0004 C
i OF LEACHING CHAMBER o
tT1 - tr1 p DATED JUNE 17, 1986
I. 1a ��
b
NO GROUNDWATER 0.
N y v fi LOCUS PLAN: NO SCALE
OBSERVED 90.2 J
n x 'V 0 t
p 1' Co, :� o TP12 101.8 101.0
IPEXIT 8 N
oo� I ' X 6
VARIANCES REQUESTED:
�'� NIGH POINT
o ' 100.8 X 1N ROAD
UP 100.4' 1
n LOCUSDA
i
o CMSFIN m A
L gVIL 00•p0 ` J7 v
NONE No.32112 7g 3
? 10.0' ' S ' + � �iO flZ 1p
a fiR 99.3 0 0 2 d
N r CRAKiA L 9 9
A.
�►b
LOT 45 � FIELD 9 G
N� 350=301h
rL
CATHERINE E. MULLEN P _AV VIEW V
Y REGIONAL AVE
MAP 79 Inc
'.N ..
D LOT 22 �PARCEL 53 SCALE: 1' = 10 FEET 100.0 GRATTDN AVE
o
N/F <
m JOYCE C. VERNAVA
J MAP 79 0 5 10 20 FT.
PARCEL 30
REVISIONS
EL 86.2 ,.,.,
EL = 85.5 .,,
- GROUND WATER
a o... ,..1" .,1. �.� �_ .. _ . ,
7 t/2
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.EP TITLE 5 AND LOCAL BOARD
DATE:
DATE:
INDICATES
PLAN VIEW
6" MIN. 3/a' TO�� CROSS-SECTION VIEWr���
PLAN v1Ew
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
10/23/01
10/23/01
fir_ ESTIMATED
1 t/2" STONE
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
- SEASONAL HIGH
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
TEST BY:
TEST BY:
GROUND WATER
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
THE BSC GROUP, INC.
THE BSC GROUP, INC.
EXISnNIG UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
BENCHMARK
I
WITNESSED BY:
WITNESSED 8Y:
INDICATES
UTILITIES AND SUBSURFACE STRUCTURES
HYD. TAG BOLT
EL 101.71
ELEVATIONS OF UNDERGROUND UTILITIES
CHARLOTTE STRIEFEL
CHARLOTTE STRIFEL
LOCATI7N AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
ASSUMED
S. THIS SYSTEM IS NOT -DESIGNED FOR
PERC. RATE:
PERC. RATE:
TEST
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
P
<2-MIN./INCH
-MIN./INCH
W. Yarmouth Massachusetts
02673
508 778 8919
p
I
SOIL EVALUATOR
SOIL EVALUATOR
INDICATES
UNSUITABLE
RITA AVENUE
YARMOUTH
MASSACHUSETTS
CRAIG FIELD
CRAIG FIELD
MATERIAL
S. DENNIS, MA 02660
DATE: OCTOBER 25, 2001
COMP. DESIGN: K.- HEALY
CHECK: D. CRISPIN L. MacDONALD
DRAWN: P. HAGIST
FIELD D. GAZZOLO / J. McCARTIN
FILE NO. 8351-SEP.DWG
>y 99.4
SHEET ' OF 1
SOIL CLASS:
SOIL CLASS:
LOT 47
1
1
N/F
MARY C. ROGERS
L.T.A.R.
L.T.A.R.
MAP. 8
y
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
1
PARCEL 164
1
DATUM:
�1 IP
VERTICAL DATUM:
ASSUMED
{
BENCH MARK SET:
HYDRANT TAG BOLT EL. 101.71
1
l
t
1
PROFILE: NOT TO SCALE
k
N/F LOT 20 5 20" E 100-00,
i
11 1 BRIAN J. HAYES N 79 1 r�
EL -A FIRST PIPE LENGTH, MAP 89 �X 99.4 `
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET L PARCEL 169 I 5
EL -102.0' 6" OF FINISHED GRADE. FOR MIN. Y - INCE
FlN SH GRADE I TO AD
=99.2-98.7 MIN -
4" PVC SCH 40 LOT 46
SCH 4G 4" PVC SCH 40 LEACHING a4AM8ER i 4 10.0' 1 CATHERINE
N/F
. MULLEN 28.0' `
I
_ •. MAP 89
1==G H PARCEL 163
14
I -C I=E ( I0,000tS.F. 100.0 99.8
5 OUTLET I=F O -�
DIST. BOX 5' SEPARATION i S
SEPTIC TANK ' 1
'f
I EST. HIGH GROUNDWATER O / Tj
J p / TP 1 101.8 26.0
PROPOSED o 1
DRIVEWAY z
INVERT ELEVATIONS: �' o N _ o
TOP OF FOUNDATION 103.0 A PROPOSED
/ GARAGE
4" INVERT AT BUILDING 98.20 B y� ' SLAB EL. 102.3
" T AT SEPTIC TANK IN 97.90 C C'
4 INVERT ( ) o
CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW: -
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X '2007 = 880 GAL.
SEPTIC TANK PROVIDED: _SAL.
SIZE OF LEACHING FACILITY REQUIRED: .
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
440 GPD + 0,74 GPD/SF = 595 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
USE HIGH DENSITY POLYETHYLENE
LEACHING CHAMBERS(5 UNITS) 10'X2'X40'
SIDEWALL =" 2(10'+40') X 2' = 200
BOTTOM 10' X 40' = 400
600S,F,
600 S.F' x 0,74 GPD/SF = 444 GPD
444 GPD PROVIDED > 440 REQUITRED
LOCUS INFORMATION
CURRENT OWNER: CATHERINE E. MULLEN
TITLE REFERENCE: BOOK 1406, PAGE 938
PLAN REFERENCE: BOOK 122, PAGE 15
4" INVERT AT SEPTIC TANK (OUT) 97.65 D o o) ASSESSORS MAP: 89
f 4" INVERT AT DIST. BOX (IN) 97.57 E / x o >� PARCEL ts3
4" INVERT AT DIST. BOX (OUT) 4 F z ! $ 31.9' , zoNlNc DISTRICT: R-40
p / 0.0' 99.9 SETBACKS: FRONT 30
INVERTS AT LEACHING FACILITY: 1500 ' s10E 20
REAR 20
LOT 21 moo,. 10.0 � TANK o , MINIMUM LOT SIZE: 40, 000 S.F.
S GALLON
4" INVERT AT BEGINNING N/F PROPOSED
X 100'7 OVERLAY DISTRICT. NOT 1N A ZONE II DISTRICT
STEPHEN W. TAYLOR / 4," PVC 4 BEDROOM
OF LEACHING CHAMBER 97.2 G `
6 MAP 89 / "D. 0 SC MIS) DWELLING pSED FEMA FLOOD
a ELEVATION AT BOTTOM PARCEL 170 Box , ' (10TOP OF FND. PROP W
rn 95.2 H ELEV. 103.0' W WATER LINE y fi, ZONE DISTRICT: "C` PANEL 250015 0004 C
i OF LEACHING CHAMBER o
tT1 - tr1 p DATED JUNE 17, 1986
I. 1a ��
b
NO GROUNDWATER 0.
N y v fi LOCUS PLAN: NO SCALE
OBSERVED 90.2 J
n x 'V 0 t
p 1' Co, :� o TP12 101.8 101.0
IPEXIT 8 N
oo� I ' X 6
VARIANCES REQUESTED:
�'� NIGH POINT
o ' 100.8 X 1N ROAD
UP 100.4' 1
n LOCUSDA
i
o CMSFIN m A
L gVIL 00•p0 ` J7 v
NONE No.32112 7g 3
? 10.0' ' S ' + � �iO flZ 1p
a fiR 99.3 0 0 2 d
N r CRAKiA L 9 9
A.
�►b
LOT 45 � FIELD 9 G
N� 350=301h
rL
CATHERINE E. MULLEN P _AV VIEW V
Y REGIONAL AVE
MAP 79 Inc
'.N ..
D LOT 22 �PARCEL 53 SCALE: 1' = 10 FEET 100.0 GRATTDN AVE
o
N/F <
m JOYCE C. VERNAVA
J MAP 79 0 5 10 20 FT.
PARCEL 30
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND -
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.EP TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS. .
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL ,
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL"
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
<5 R OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE ,
EXISnNIG UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS ,
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,'
LOCATI7N AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THOSTART OF CONSTRUCTION.
S. THIS SYSTEM IS NOT -DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
P
.^ BSC G OIR
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
5
RITA AVENUE
YARMOUTH
MASSACHUSETTS
PREPARED FOR: "
GREG SPRINGER
P.O. BOX 749
S. DENNIS, MA 02660
DATE: OCTOBER 25, 2001
COMP. DESIGN: K.- HEALY
CHECK: D. CRISPIN L. MacDONALD
DRAWN: P. HAGIST
FIELD D. GAZZOLO / J. McCARTIN
FILE NO. 8351-SEP.DWG
DWG . NO. 5331=01
SHEET ' OF 1
JOB NO. 4-8351.00
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