HomeMy WebLinkAbout96.37 - Septic Design (Copy 2)SOIL TEST PIT DATA: JANUARY 29, 2003 SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
TEST PIT T- 'TEST PIT 2 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
29 6 308 SCHED 40 PVC OR CAST IN CRETE
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NO. OF OUTLETS: 5 15.01
FINISHED GRADE o0 0 _o.P 00 000 0 0 0 0 0 0 0 0 0 0 0 0
GRD. EL. � GRD. EL. - REINFORCED CONCRETE. --PL.ACE CON o 0 0 0 0 0 0
0 0 0 0 0 0 o 0 0 0 o 0 0 0 o 0 0 0 0
21.2 N/A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS o o c
EST. HIGH GW. EST. HIGH GW. COVER _ _ NOTES:
111
4"
111 T L li
LOAMY SND
10YR 5 4
EL = 26.6 2
C
MEDIUM SAND
2.5Y 6/4
101
44"
LOAMY SND
10YR OND
EL = 28.8
MEDIUM SAND
2.5Y 6/4
UNLESS UNDER PAVEMENT, DRIVES OR ° ° 2 UNITS ACH SIDE 00
TRAVELED WAYS, WHEREIN H-20 LOADING , 1. DIST. BOX TO WITHSTAND H-10 LOADING °° 501, 10'
SHALL APPLY. .�•n..,�:n..,�.n....,:n..• 2' rwKA�ne o o HIG DENSITY
HIGH GROUNDWATER COMPUTATION UNLESS UNDER PAVEMENT, DRIVES OR o 0 o
]0" 3. ALL PIPE CONNECTIONS AND CONCRETE o o
POLYETHYLENE INFILTRAT 3050 1 11
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING °0 4 PVC 00 00
4. FILL ALL USED KNOCKOUTS WITH W/ METAL HANDLES BROUGHT 1 15" pO ° PIPE o 0 0 000 00c0 00 0o0 00° °000 0° °o° °o 0 0°0 0 °o 0.000o
DEPTH TO BOTTOM OF HOLE 12' T8 6" OF FINISH GRADE T I SHALL APPLY.
MORTAR. 6" 5,5' WTLETS 8" _i 2. PROVIDE INLET TEE OR BAFFLE WHERE 1- 201
24" INDEX WELL A1230 TEE TO BE UNDER 1 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW -LEACHING C MBERS
WATER LEVEL RANGE ZONE C M.H. OPENING T IN PUMPED SYSTEM.
CURRENT DEPTHONDEX WELL(1/03) 24.1 3y L_ 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
WATER LEVEL ADJUSTMENT 3.6' RAISE M.H W f ._ 4" BO�LEVEL 6" MN _ ,4" TO LOAM & SEED DISTURB AREAS
DEPTH TO ADJUSTED HKlI WATER 8.4' 10'-6' SEWER BRICK yi BOX TO BE LAID LEVEL
• ' !•. • : ::..:.: • STABLE BASE
10'-0' k MORTAR a CROSS-SECTION 1 1/2" CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE
NORMALWATER 72& -7 STOONNE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3 AX• COMPACTED FILL 36" MAXIMUM 1 "MINIMUM
.a 3"
0 00 0° 0 000 00 00
PRECAST SEPTIC TANK T
•r INLET TEE � 5•_7'
4'-6' 4'-0" MIN. •�• a 5-8. 15 1/2-
5'-8 5 UOLAD DEPTH
INDICATES ~ 1
144" w ESTIMATED•::
s
�!!!!!!� • •• • • • �!!!!!!!!!!!!1
�!!!!!!!O!!!!; • •DENSITY�• • !!!!!! 1
24"
!!!!!r .POLYETHYLENE
EFFEC. INFILTRATOR 30
DLEACHTNG
►�l�l�l�l�l�t;. •CHAMF0' �I� • •):.1.11lll.1
1
EL = 17.6 - EL = 18.8 = SEASONAL HIGH
BOTTOM ON LEVEL STABLE BASE
10'
OUTLET ` z
DIST. BOX I -F
DATE: DATE: GROUND WATER
PLAN VIEW ql �R►R.yAlC�3
6 MIN. TO
1/Y
F 20'
- I
I/29/03 1/29/03 INDICATES
- S CROSS-SECTTON VIEW
1 1/2' STONE
PLAN Ham'
CROSS-SECTION OFC
ER
TEST BY: TEST BY: _ V OBSERVED
THE BSC GROUP, INC. THE BSC GROUP, INC. - GROUND WATER
WITNESSED BY: WITNESSED BY: INDICATES
AMY VON HONE AMY VON HONE PERC.
PERC. RATE: PERC. RATE: TEST
<2 MIN./INCH <2 MINJINCH
SOIL EVALUATOR SOIL EVALUATOR INDICATES
CRAIG FIELD CRAIG FIELD UNSUITABLE
MATERIAL
SOIL CLASS: SOIL CLASS:
t 1
L.T.A.R L.T.A.R.
0.74 G.P.D.ISQ.17. 0.74 G.P.D./SQ.FT.
DATUM: I
VERTICAL DATUM: NGVD
BENCH MARK USED: TOWN OF YARMOUTH MONUMENT #15 ELEV.=74.22
BENCH MARK SET: SOUTHERLY CORNER OF HEADWALL ON LOCUS
PROFILE: NOT TO SCALE
EL- A
TOP FOUNDATION FIRST PIPE LENGTH
CONCRETE COVERS TO WITHIN 7/TO BE SET LEVEL
EL -30.7 6' OF FINISHED GRADE. FOR MIN. 2'
FINISH GRADE
EL -29.6-29.9
ESTIMATED GROUNDWATER
ELEVATION 21.2 J
VARIANCES REQUESTED:
TOWN OF YARMOUTH VARIANCE REQUEST:
1.) SECTION 3.7: TOP OF FOUNDATION TO BE 0.1' ABOVE PROPOSED
FINISHED GRADE AT HIGH POINT IN ROAD. H.P. =31.1
ZONE II NOTE:
AS THE LOT IS LOCA -D :N A ZONE II, THE OVERALL AREA OF THE OPEN SPACE
SUBDIVISION WAS TAI<FNN'T,:, >4.uC0!jNT TO ALLOW 4 BEDROOMS.
BRUSH HILL ROAD � I � ® 40' WIDE PUBLIC ,
( /' DESIGN CRIT ERA
31J
NOR 7w/
0
0
LOT 2 \
N/F \
YARMOUTH HOUSING AUTHORITY
ASSESSORS MAP 96
PARCEL 36
w
LEGEND
N
29.8 SPOT ELEVATION z
T.O.F. TOP OF FOUNDATION
F.F. FIRST FLOOR SUBFLOOR
X
31.7
CB '
DESIGN FLOW
G 4 BEDROOMS AT 110 .P.B. D 440 G.P.D.
Z-5 10° '53" E 107.15'
0 I / AbLWALL B CHMARK EHH REQUIRED SEPTIC TANK
20' WIDE SLOPE / SOU RLY OF 440 X 200% = 880 GAL.
16.2' DRAIN & NO FILL �Za CORNER F/ /; �cnAlss� V,
EASEMENT
TANK PROVIDE = 1500 GAL.
_ EASEMENT / HEADWALL u FIELD v
No.38039
/2 NISTREE LINE EV 30.98 1A SIZE OF LEACHING FACILITY REQUIRED:
n-,-�
DESIGN PERC. RATE. <2 MIN./ INCH
7
0
LONG TERM APPL. RATE ,4
G.P.D/S.F.
8 29.6
C f� pY 440 GPD +
s fi 0,74 GPD SF = 596 S.F.
�_
s LIMITS OF SIZE OF LEACHING FAC ITY PROVIDED:
14 9Ono EXCAVATION
M _ F2-9.75 PROPOSED SEE NOTES USE HIGH DENSITY P LYETHYLENE
vi S.A.S. 5 AND 6
[LEACHING CHAMBERS( UNITS) 10'X2'X40'
10'x40' l SIDEWALL = 2(10'4-400 X 2' = 200
' TT. CONIC. I, - L. ... .. ' ..-- _ 29.5---- - -. , ? W _ BuTTaM = 10' X' 4 = 400
- LOT 4
RIVE I ....... I:: - Q _ N/F 600S.F,
29 _ - - --I :: a YARMOUTH HOUSING 600 S,F x 0.74 GPD/ = 444GPD
�- - - . • • . I AUTHORITY
ASSESSORS MAP 96
1 "D" BOX ST PIT 1 1 -
10'MIN. PARCEL 38
......' ..... GENERAL NOTES:
�-------_- -- �
30 4 O O T / 1. THIS PLAN IS FOR DESIGN AND LOCUS IN RMATION
31 I 225' S S CONSTRUCTION OF THE SEWAGE
o' 1500 GALLON i DISPOSAL FACILITY ONLY.
SEPTIC TANK 2. ALL CONSTRUCTION METHODS AND CURRENT OWNER: YAR UTH HOUSING AUTHORITY
30.8 MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD TITLE REFERENCE: BOOK 6969. PAGE 63
.� OF HEALTH REGULATIONS.
ALL PIPES LOCATED UNDER PAVEMENT
3 .5 3015 a;' 0 30 5 4OR TRVELED
0 TRAVELED WAY SHALL BE SCHEDULE PLAN REFERENCE: BOO 69, PAGE 97
�,�G� 4. THERE ARE NO KNOWN PRIVATE WELLS ASSESSORS MAP: 96
3I RAM1P ✓ y O LOCATED "THIN 150 FT. OF THE PARCEL: 37
M
PROPOSED LEACHING FACILITY NOR
I LOT 3 ANY KNOWN WELLS PROPOSED WITHIN ZONING DISTRICT: R-40LISTER SUBDIVISION
150' OF ANY KNOWN LEACHING FACILITY. SETBACKS: FRO 25'
N/F ( 5. WITHIN LIMIT OF EXCAVATION REMOVE SIDE 12'
3.1, 31.7 ARMOUTH HOUSING AUTHORITY ALL TOPSOIL, SUBSOIL AND OTHER REAR 20'
32.4 } IMPERVIOUS MATERIAL
6' ASSESSORS MAP 96 I p 8. REPLACE WITH CLEAN WASHED SAND MINIMUM LOT SIZE: 10,000 .F.
\ PARCEL 37
OR OTHER CLEAN GRANULAR SOILS HIST. TOTAL LOT AREA: 15.001 .F
TEST CONFORMING To THE Fou_owNc
Sti 15,001±S.F.DTT 2 I SIEVE (MAX BY WT. SHALL OVERLAY DISTRICT: ZONE AQUIFER PROT. DIST.
10%PROPOSED PASS No. 50 SIEVE FEMA FLOOD ZONEc•
O 4 BEDROOMS _ <10 SOF N . SIEVE SHALL ZONE DISTRICT: P #250015 0003 C
Z c5 1c OF No. 4 SIEVE SHALL
0.4 TOF. 31.2
(')
PASS No. 200
F.F. 32.4 �3� I
UNIFORMITY COEFFICIENT O No. 4
\ / SIEVE t/-6.0
/ '
30.5 7.6 7. EXISTING UTILIT1Es W71ERE SHOWN LOCUS PLAN' ❑ SCALE
7C ENCLOSED I� ` IN THE DRAWINGS ARE APPROXIMATE
W �� THE CONTRACTOR SHALL BE RESPON-
11 / / SIBLE FOR PROPERLY LOCATING AND
I RAMP PORCH C.S. - COORDINATING THE PROPOSED CON- 6A- G /
SIRUCTION ACTIVITY WITH DIG -SAFE
FILE Copy
00
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OUTLET ` z
DIST. BOX I -F
O�
' LAYER
J'd.
SEPTIC TANK
zi
BOTTOM EL- H
EMOVE
10
®
- v
NSUITABLE
EST. MGH GROUNDWATER
j
J
INVERT ELEVATIONS:
y
TOP OF FOUNDATION
31.2
A
4" INVERT AT BUILDING
28.91
B
4" INVERT AT SEPTIC TANK (IN)
28.69
C
4" INVERT AT SEPTIC TANK (OUT)
28.44
D
4" INVERT AT DIST. BOX (IN)
28.39
E
4" INVERT AT DIST. BOX (OUT)
28.22
F
INVERTS AT LEACHING FACILITY:
`)
4" INVERT AT BEGINNING
in
OF LEACHING CHAMBER
28.2
G BREAKOUT 28.7
ELEVATION AT BOTTOM
OF LEACHING CHAMBER
26.2
H
ESTIMATED GROUNDWATER
ELEVATION 21.2 J
VARIANCES REQUESTED:
TOWN OF YARMOUTH VARIANCE REQUEST:
1.) SECTION 3.7: TOP OF FOUNDATION TO BE 0.1' ABOVE PROPOSED
FINISHED GRADE AT HIGH POINT IN ROAD. H.P. =31.1
ZONE II NOTE:
AS THE LOT IS LOCA -D :N A ZONE II, THE OVERALL AREA OF THE OPEN SPACE
SUBDIVISION WAS TAI<FNN'T,:, >4.uC0!jNT TO ALLOW 4 BEDROOMS.
BRUSH HILL ROAD � I � ® 40' WIDE PUBLIC ,
( /' DESIGN CRIT ERA
31J
NOR 7w/
0
0
LOT 2 \
N/F \
YARMOUTH HOUSING AUTHORITY
ASSESSORS MAP 96
PARCEL 36
w
LEGEND
N
29.8 SPOT ELEVATION z
T.O.F. TOP OF FOUNDATION
F.F. FIRST FLOOR SUBFLOOR
X
31.7
CB '
DESIGN FLOW
G 4 BEDROOMS AT 110 .P.B. D 440 G.P.D.
Z-5 10° '53" E 107.15'
0 I / AbLWALL B CHMARK EHH REQUIRED SEPTIC TANK
20' WIDE SLOPE / SOU RLY OF 440 X 200% = 880 GAL.
16.2' DRAIN & NO FILL �Za CORNER F/ /; �cnAlss� V,
EASEMENT
TANK PROVIDE = 1500 GAL.
_ EASEMENT / HEADWALL u FIELD v
No.38039
/2 NISTREE LINE EV 30.98 1A SIZE OF LEACHING FACILITY REQUIRED:
n-,-�
DESIGN PERC. RATE. <2 MIN./ INCH
7
0
LONG TERM APPL. RATE ,4
G.P.D/S.F.
8 29.6
C f� pY 440 GPD +
s fi 0,74 GPD SF = 596 S.F.
�_
s LIMITS OF SIZE OF LEACHING FAC ITY PROVIDED:
14 9Ono EXCAVATION
M _ F2-9.75 PROPOSED SEE NOTES USE HIGH DENSITY P LYETHYLENE
vi S.A.S. 5 AND 6
[LEACHING CHAMBERS( UNITS) 10'X2'X40'
10'x40' l SIDEWALL = 2(10'4-400 X 2' = 200
' TT. CONIC. I, - L. ... .. ' ..-- _ 29.5---- - -. , ? W _ BuTTaM = 10' X' 4 = 400
- LOT 4
RIVE I ....... I:: - Q _ N/F 600S.F,
29 _ - - --I :: a YARMOUTH HOUSING 600 S,F x 0.74 GPD/ = 444GPD
�- - - . • • . I AUTHORITY
ASSESSORS MAP 96
1 "D" BOX ST PIT 1 1 -
10'MIN. PARCEL 38
......' ..... GENERAL NOTES:
�-------_- -- �
30 4 O O T / 1. THIS PLAN IS FOR DESIGN AND LOCUS IN RMATION
31 I 225' S S CONSTRUCTION OF THE SEWAGE
o' 1500 GALLON i DISPOSAL FACILITY ONLY.
SEPTIC TANK 2. ALL CONSTRUCTION METHODS AND CURRENT OWNER: YAR UTH HOUSING AUTHORITY
30.8 MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD TITLE REFERENCE: BOOK 6969. PAGE 63
.� OF HEALTH REGULATIONS.
ALL PIPES LOCATED UNDER PAVEMENT
3 .5 3015 a;' 0 30 5 4OR TRVELED
0 TRAVELED WAY SHALL BE SCHEDULE PLAN REFERENCE: BOO 69, PAGE 97
�,�G� 4. THERE ARE NO KNOWN PRIVATE WELLS ASSESSORS MAP: 96
3I RAM1P ✓ y O LOCATED "THIN 150 FT. OF THE PARCEL: 37
M
PROPOSED LEACHING FACILITY NOR
I LOT 3 ANY KNOWN WELLS PROPOSED WITHIN ZONING DISTRICT: R-40LISTER SUBDIVISION
150' OF ANY KNOWN LEACHING FACILITY. SETBACKS: FRO 25'
N/F ( 5. WITHIN LIMIT OF EXCAVATION REMOVE SIDE 12'
3.1, 31.7 ARMOUTH HOUSING AUTHORITY ALL TOPSOIL, SUBSOIL AND OTHER REAR 20'
32.4 } IMPERVIOUS MATERIAL
6' ASSESSORS MAP 96 I p 8. REPLACE WITH CLEAN WASHED SAND MINIMUM LOT SIZE: 10,000 .F.
\ PARCEL 37
OR OTHER CLEAN GRANULAR SOILS HIST. TOTAL LOT AREA: 15.001 .F
TEST CONFORMING To THE Fou_owNc
Sti 15,001±S.F.DTT 2 I SIEVE (MAX BY WT. SHALL OVERLAY DISTRICT: ZONE AQUIFER PROT. DIST.
10%PROPOSED PASS No. 50 SIEVE FEMA FLOOD ZONEc•
O 4 BEDROOMS _ <10 SOF N . SIEVE SHALL ZONE DISTRICT: P #250015 0003 C
Z c5 1c OF No. 4 SIEVE SHALL
0.4 TOF. 31.2
(')
PASS No. 200
F.F. 32.4 �3� I
UNIFORMITY COEFFICIENT O No. 4
\ / SIEVE t/-6.0
/ '
30.5 7.6 7. EXISTING UTILIT1Es W71ERE SHOWN LOCUS PLAN' ❑ SCALE
7C ENCLOSED I� ` IN THE DRAWINGS ARE APPROXIMATE
W �� THE CONTRACTOR SHALL BE RESPON-
11 / / SIBLE FOR PROPERLY LOCATING AND
I RAMP PORCH C.S. - COORDINATING THE PROPOSED CON- 6A- G /
SIRUCTION ACTIVITY WITH DIG -SAFE
FILE Copy
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1% slope AND THE APPLICABLE UTILITY Yarm nth Her, th Department
COMPANY AND MAINTAINING THE
_•► BUILDING o EXISTING UTILITY SYSTEM IN SERVICE,I�ir���'
' O� DIG -SAFE SHALL BE NOTIFIED PER
30.4 ENVELOPE THE STATE OF MASSACHUSETTS (/
NOTE 30.6 30.4 STATUTE CHAPTER 82, SECTION 409 PENN ;a, e p?te
AT TEL 1-888-34T GUAR. THE CENTR gL
Q� ------ � ---- `--------------------- --1 ENGINEER DOES NOT GUARANTEE
ROADWAY UNDER CONSTRUCTION. -----
RESERVE 4'x87' I THEIR ACCURACY OR THAT ALL ]� 1C
AS SUCH THE FINISHED ROAD �--k N _ _ UTILITIES AND SUBSURFACE STRUCTURES 9
c-- -5------------- -
ARE SHOWN. LOCATIONS AND
GRADE WILL BE HIGHER G 31 / EELEVATITAKEN ��OF�U�DRGROUSD UTILITIES THE N O N
THAN EXISTING GRADE. o 2 CONTRACTOR SHALL VERIFY SIZE,
~ X 31.6 �� LOCATION AND INVERTS OF UTILITIES
1, / / AND STRUCTURES AS REQUIRED PRIOR D" L CUs
N/FPLAN To THE START OF CONSTRUCTION.
CB/DH
N l0°34'53" W 107.15' / CB/DH 8. THIS SYSTEM IS NOT DESIGNED FOR 6
I E 1111
SET / THE USE OF A GARBAGE GRINDER. EXIT 7 EXI 8
YARMOUTH HOUSING AUTHORI'T'Y PEN SPACE / SET A GARBAGE GRINDER IS NOT
SCALE: 1' = 10 FEET ASSESSORS MAP 96 / RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
PARCEL 34 FACILITY.
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1% slope AND THE APPLICABLE UTILITY Yarm nth Her, th Department
COMPANY AND MAINTAINING THE
_•► BUILDING o EXISTING UTILITY SYSTEM IN SERVICE,I�ir���'
' O� DIG -SAFE SHALL BE NOTIFIED PER
30.4 ENVELOPE THE STATE OF MASSACHUSETTS (/
NOTE 30.6 30.4 STATUTE CHAPTER 82, SECTION 409 PENN ;a, e p?te
AT TEL 1-888-34T GUAR. THE CENTR gL
Q� ------ � ---- `--------------------- --1 ENGINEER DOES NOT GUARANTEE
ROADWAY UNDER CONSTRUCTION. -----
RESERVE 4'x87' I THEIR ACCURACY OR THAT ALL ]� 1C
AS SUCH THE FINISHED ROAD �--k N _ _ UTILITIES AND SUBSURFACE STRUCTURES 9
c-- -5------------- -
ARE SHOWN. LOCATIONS AND
GRADE WILL BE HIGHER G 31 / EELEVATITAKEN ��OF�U�DRGROUSD UTILITIES THE N O N
THAN EXISTING GRADE. o 2 CONTRACTOR SHALL VERIFY SIZE,
~ X 31.6 �� LOCATION AND INVERTS OF UTILITIES
1, / / AND STRUCTURES AS REQUIRED PRIOR D" L CUs
N/FPLAN To THE START OF CONSTRUCTION.
CB/DH
N l0°34'53" W 107.15' / CB/DH 8. THIS SYSTEM IS NOT DESIGNED FOR 6
I E 1111
SET / THE USE OF A GARBAGE GRINDER. EXIT 7 EXI 8
YARMOUTH HOUSING AUTHORI'T'Y PEN SPACE / SET A GARBAGE GRINDER IS NOT
SCALE: 1' = 10 FEET ASSESSORS MAP 96 / RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
PARCEL 34 FACILITY.
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DATE: 6/t#/09
REVISIONS:
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7/2f/os sr05,
'ilf2/os &. w.dssx
c/8/0# .9y.Yu8i) 91ox
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