HomeMy WebLinkAboutEngineered Plan - 20071000 GALLON SEPTIC TA.
NOT TO SCALE
102.73
COVER TO BE WE
SCI.40 P.V.C. 3° M
C/) S = 0- Rr4 C���D3"3 ��m r- T i4
99.64
4.0'
10.0'
MIN
DISTRIBUTION BOX INFILTRATOR 3050 CHAMBERS CROSS SECTION
NOT TO SCALE NOT TO SCALE NOT TO SCALE
102A MIN 2° L PE ----�-
3RADE
INSPECTION PORT TO BE WITHIN 6" OF GRADE
MAX 36" COVER /4"- 1 1/2" DOUBLE WASHED STONE
4" SCE. 40 P.V.0 " 1/8" -1/2" WASHED STONE
= 0.01 MIN. -
1. 4 SM.
40.01 MIN c (OR FILTER FABRIC)
99.39 1� In i
IE
99.2 98,6
99 96.8
6^OF:S7C!liEL)Ni7P3%TFiNic:::::
.5'
A . 1
SITE SPECIFIC NOTES
ADD GAS BAFFLE IN OUTLET OF TANK
CESSPOOL AT FISH POND TO BE PUMPED AND
FILLED; OTHER TO BE REMOVED IF NECESSARY
ADD MUSHROOM CAP VENT IF OVER 3' COVER ON SAS
INSTALLER TO NOTIFY DESIGNER 24.HOURS PRIOR TO
BEGINNING OF JOB TO COORDINATE INSPECTIONS OP
X.
O
w O�
M'79 P153
Lot 2
189300+ S.F
\ \
\
\
Cb o
10 ,' 9®� #15
- YRB F D /
99.60 _ it TOF=103,27 c
1r CAssurled� �� ms's
UP/280/2 Q pyo / N_
Scr,
BENCHMARK SET IOP` Pch,
Deck
Left corner conc pad
Elev. 102.34 Assum
! a� 102.52
Q I ISH POND
X
o i
_W102.30
LGT
l 102 `
v J Z `
102.97
4 w 8IN-OAK
to � -""�
02.62 102.8 She
Gra vel
2-8IN-APPLES
'MOFMgssgcylz
Drive '
TERRYANN
WARNER
NO.58721
1�5,I2
039,10,1 103,10
'9
IP
it �Sx'P L .A��S ' �C�i'► "'" �
/Cilairl
(ink 102.99
FLOOR PLAN
NOT TO SCALE
FIRST FLOOR
SAS DIMENSIONS
3 3050 CHAMBERS WITH END CAPS
3.1' STONE ON SIDES; 2.95' STONE ON ENDS
OVERALL DIMENSIONS: 10.5'X 28.5'
SCALE 1:20
LOCUS PLAN
NOT TO SCALE
Lull- - -
DESIGN CALCULATIONS
GENERAL NOTES
ALL PIPING TO BE SCHEDULE 40 P.V.C.
EXISTING BEDROOMS 3 ® 110 G.P.D.=
ALL LOCATIONS OF UTILITIES SHOWN ARE AS
330 G.P.D.
MARKED BY DIG -SAFE AND ARE TO BE
VERIFIED BY INSTALLER PRIOR TO
NO. OF UNITS 3
CONSTRUCTION
DEPTH BELOW INV. 2-
THERE ARE NO KNOWN WETLANDS WITHIN
WIDTH 10.5'
150' OF THE PROPOSED LEACHING FACILITY
All
UNLESS SHOWN.
SIDEWALL AREA 156.0 SF
THERE ARE NO KNOWN POTABLE WELLS WITHI
150' OF THE PROPOSED LEACHING FACILITY.
BOTTOM AREA 299.25 SF
TOTAL SQUARE FEET 455.25 SF
WITHIN 50EOFOTHE KNOWN IRRIGATION
CAPACITY SIDEWALL 00.74 115.44 G.P.D.
FACILITY
CAPACITY BOTTOM 0 0.74 221.4 G.P.D.
THIS PROPERTY DOES NOT FALL WITHIN A
CAPACITY TOTAL 336.84 G.P.D.
FLOOD ZONE AS SHOWN ON FIRM MAP
THIS DESIGN DOES NOT REQUIRE VARIANCES
TO TITLE 510 C.M.R. OR YARMOUTH
THIS SYSTEM NOT DESIGNED TO
SUPPLEMENTAL REGULATIONS.
ACCOMODATE A GARBAGE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DISPOSAL
WITH TITLE 5 AND YARMOUTH SUPPLEMENTAL
REGULATIONS.
IN-LINE ELEVATIONS PROPOSED AS -BUILT
SURVEY INFORMATION
NV. ® HOUSE (EXISTING)
PROPERTY LINE DATA FROM
INV INTO TANK 99.64
TERRY WARNER SURVEYING 5/30/07
INV OUT OF TANK 99.39
INV INTO D -BOX 99.2
PLAN TO BE USED FOR INSTALLATION
INV OUT OF D -BOX 99 !
OF SEPTIC SYSTEM ONLY
INV INTO INFILTRATOR 98.8
NOT FOR DETERMINING PROPERTY LINES
2.0
BOTTOM OF INFILTRATOR 96.8
-
BENCHMARK
WATER TABLE NONE ENCOUNTERED
L CORN CONC PAD 102.34 (ASSUMED)
DATE: OBSERVED BY:
WITNESSED BY:
SOIL LOGS
MAY 31/07 LISA C. LYONS
AMY VONHONE
SOIL EVALUATOR
BOARD OF HEALTH
OBS. HOLE #1
ELEV. DEPTH
102. o"
A LOAMY SAND
10YR 3/2
102.1-
02.1
13
B LOAMY SAND
10YR 5/6
101.3 C 18"
MEDIUM SAND
2.5Y 7/4
A
el '
.9l 22.6 2.95
� 3.1'
4.25'---y`-3.1' -�
28.5 BOTTOM OBS 91.3'
10.5
M'79 P153
Lot 2
189300+ S.F
\ \
\
\
Cb o
10 ,' 9®� #15
- YRB F D /
99.60 _ it TOF=103,27 c
1r CAssurled� �� ms's
UP/280/2 Q pyo / N_
Scr,
BENCHMARK SET IOP` Pch,
Deck
Left corner conc pad
Elev. 102.34 Assum
! a� 102.52
Q I ISH POND
X
o i
_W102.30
LGT
l 102 `
v J Z `
102.97
4 w 8IN-OAK
to � -""�
02.62 102.8 She
Gra vel
2-8IN-APPLES
'MOFMgssgcylz
Drive '
TERRYANN
WARNER
NO.58721
1�5,I2
039,10,1 103,10
'9
IP
it �Sx'P L .A��S ' �C�i'► "'" �
/Cilairl
(ink 102.99
FLOOR PLAN
NOT TO SCALE
FIRST FLOOR
SAS DIMENSIONS
3 3050 CHAMBERS WITH END CAPS
3.1' STONE ON SIDES; 2.95' STONE ON ENDS
OVERALL DIMENSIONS: 10.5'X 28.5'
SCALE 1:20
LOCUS PLAN
NOT TO SCALE
Lull- - -
DESIGN CALCULATIONS
GENERAL NOTES
ALL PIPING TO BE SCHEDULE 40 P.V.C.
EXISTING BEDROOMS 3 ® 110 G.P.D.=
ALL LOCATIONS OF UTILITIES SHOWN ARE AS
330 G.P.D.
MARKED BY DIG -SAFE AND ARE TO BE
VERIFIED BY INSTALLER PRIOR TO
NO. OF UNITS 3
CONSTRUCTION
DEPTH BELOW INV. 2-
THERE ARE NO KNOWN WETLANDS WITHIN
WIDTH 10.5'
150' OF THE PROPOSED LEACHING FACILITY
LENGTH 28,5'
UNLESS SHOWN.
SIDEWALL AREA 156.0 SF
THERE ARE NO KNOWN POTABLE WELLS WITHI
150' OF THE PROPOSED LEACHING FACILITY.
BOTTOM AREA 299.25 SF
TOTAL SQUARE FEET 455.25 SF
WITHIN 50EOFOTHE KNOWN IRRIGATION
CAPACITY SIDEWALL 00.74 115.44 G.P.D.
FACILITY
CAPACITY BOTTOM 0 0.74 221.4 G.P.D.
THIS PROPERTY DOES NOT FALL WITHIN A
CAPACITY TOTAL 336.84 G.P.D.
FLOOD ZONE AS SHOWN ON FIRM MAP
THIS DESIGN DOES NOT REQUIRE VARIANCES
TO TITLE 510 C.M.R. OR YARMOUTH
THIS SYSTEM NOT DESIGNED TO
SUPPLEMENTAL REGULATIONS.
ACCOMODATE A GARBAGE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE
DISPOSAL
WITH TITLE 5 AND YARMOUTH SUPPLEMENTAL
REGULATIONS.
IN-LINE ELEVATIONS PROPOSED AS -BUILT
SURVEY INFORMATION
NV. ® HOUSE (EXISTING)
PROPERTY LINE DATA FROM
INV INTO TANK 99.64
TERRY WARNER SURVEYING 5/30/07
INV OUT OF TANK 99.39
INV INTO D -BOX 99.2
PLAN TO BE USED FOR INSTALLATION
INV OUT OF D -BOX 99 !
OF SEPTIC SYSTEM ONLY
INV INTO INFILTRATOR 98.8
NOT FOR DETERMINING PROPERTY LINES
BOTTOM OF INFILTRATOR 96.8
-
BENCHMARK
WATER TABLE NONE ENCOUNTERED
L CORN CONC PAD 102.34 (ASSUMED)
DATE: OBSERVED BY:
WITNESSED BY:
SOIL LOGS
MAY 31/07 LISA C. LYONS
AMY VONHONE
SOIL EVALUATOR
BOARD OF HEALTH
OBS. HOLE #1
ELEV. DEPTH
102. o"
A LOAMY SAND
10YR 3/2
102.1-
02.1
13
B LOAMY SAND
10YR 5/6
101.3 C 18"
MEDIUM SAND
2.5Y 7/4
46"
58"
91.3 138"
a[E@cawIEfl
NO GROUNDWATER ENCOUNTERED 2007
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PERC RATE < 2 MINS. / INCH
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SEPTIC DESIGN PLAID
sr, . %1PLAN sxowINc: PROPOSED SEPTIC SYSTEM REPAIR IN DENNIS
O
0 � �.� ONS 4'3' N "� � 7 FOR: DRAWN BY: LISA C. LYONS
AMC MORTGAGE DESIGNED & CHECKED BY:
fa \C • LISA C. LYO
0I •���� REGISSEP�o'' 4��l� °' LOCATION: REVISIONS: DESCRIPTION: DA
�N 5 HAZELMOOR RD,
4 YARMOUTH20
� 1 � W014 J 79 53
LISA C. �L YOtVs, R.S.
1 CERTIFY THAT THIS PLAN CONFORMS TO LISA C. LYONS, R . S . (508) 790-9270
TITLE 5 AND YARMOUTH B.O.H. REGULATIONS (774) 487-1638
(EXCLUDING WAIVERS SPECIFIED) HYANNIS, MASSACHUSETTS