HomeMy WebLinkAbout140.30 - Proposed Septic Design (Copy 3)SOIL TEST
DATE OF SOIL TES? pECEM�E3.1��2Q4.2_
SOIL TEST DONE BY FAC(F a RVEYjNa--
WITNESSED BY
OBSERVATION HOLE t ELEV-__L4.25 OBSERVATION HOLE 2 ELEV.- _13_91
PERCOLATION RATE >3__ MIN./INCH AT ___28_ INCHES PERCOLATION RATE __>__3__. MIN./NCH IN C HORIZON
`\ 13.65
SUMP --
TEXTURE
4' CAST IRON PIPE
MOTT.
OTHER
- TOP OF FOUNDATION 20 FT.
MINIMUM FROM CELLAR
1883 MIN. NOT REQUIRED
i NO
-
ELEV. _ =00 10 FT. MINIMUM 10 FT. MINIMUM
FROM SLAB. OR CRAW- SPACE
110YR3/3
---
LOAMY SAND
- b
CLEAN SAND -
PITCH 1/4" PER FT.
CONCRETE
.COVERS
-
z
INSPECTION PORT
16-24
B
4" SG;EDULE40 PVC PIPE
�
; LOAM AND :SEED
z
-T-
---
C- MIN. AITCH 1/8" PER FT.
\\
LOAMY
2" LAYER OF
1 /8" TO 1/2"
- - - M -
18.08 0,
21 08 MAX. WASHED STONE
VENT
SOIL TEST
DATE OF SOIL TES? pECEM�E3.1��2Q4.2_
SOIL TEST DONE BY FAC(F a RVEYjNa--
WITNESSED BY
OBSERVATION HOLE t ELEV-__L4.25 OBSERVATION HOLE 2 ELEV.- _13_91
PERCOLATION RATE >3__ MIN./INCH AT ___28_ INCHES PERCOLATION RATE __>__3__. MIN./NCH IN C HORIZON
`\ 13.65
SUMP --
TEXTURE
4' CAST IRON PIPE
MOTT.
OTHER
0-4 0
FIBRIC
1883 MIN. NOT REQUIRED
i NO
-
(OR EQ UAL) MINIMUM
LOAMY SAND
110YR3/3
11-20 B
LOAMY SAND
- b
2-16
PITCH 1/4" PER FT.
0-120 Cl
LOAMY
z
16-24
B
MEDIUM SAND
10YR4/6
z
_ -
Cl
LOAMY
FLOW LINE
-
18.08 0,
-
MEDIUM SAND
-
;
I
ELEV..
e
o o
SLAB ELEV: 14.50
P
ELEV._..85-
LEVEL
6"
o
o a �_, = 10• ELEV. 16.75
• _ - -----
DEPTH HORIZ
TEXTURE
- COLOR
MOTT.
OTHER
0-4 0
FIBRIC
0
i NO
-
4-11 A
LOAMY SAND
110YR3/3
11-20 B
LOAMY SAND
10YR4/6
2-16
A
0-120 Cl
LOAMY
10YR5/8
16-24
B
MEDIUM SAND
10YR4/6
I
N
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-2
0
FIBRIC
NO
2-16
A
(LOAMY SAND
10YR3/3.
16-24
B
I
(LOAMY SAND.
10YR4/6
I
4-120
Cl
LOAMY
10YR5/8
MEDIUM SAND
-
;
I
ELEV. - 1$10 GAS -.
F - -- BAFFLE ELEV _ S_ p ELEV.
_ _17.58_
DISTRIBUTION Z WATER ENCOUNTERED AT ELEV. ELEV. __1L25_ WATER ENCOUNTERED AT __44__ ELEV
i
„\ I.
LIQUID OUTLET - _ ELEV. _ 6 HIGH CAPACITY INFILTRATORS f -
BOX -17m- WITH STONE IN AN A 1 �' A �`'
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 48' X 10� - -TRENCH FORMATION .. •10 - DESIGN CALCULATIONS
i 5 FEET. 19 INCHES - - 500 GALLON If'. MORE THAN ONE OUTLET Z - N
_ - 6 FEET 24 INCHES SOIL ABSORPTION - WELLSDW 252 NUMBER OF BEDROOMS __±--
� - 7 FEET 29 INCHES (Tb BE PLACED ON FIRM BASE) / GARBAGE DISPOSAL UNIT
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN J B'IEIdI rSAS 2 INDEX 47:3 TOTAL ESTIMATED FLOW
C, r. �.�'� . - .`rBA�. _ DOUBLE WASHED STONE - \. _ a .ADJUST 1.4
( 110 GAL/BR./DAY X 4 BR.) _-40_ GAL./DAY
FREE OF FINES & SILT ._. REQUIRED SEPTIC TANK CAPACITY _$¢Q_ GAL.
vC p USGS PROBABLE WATER TABLE ELEV. = _11.ACTUAL SIZE OF SEPTIC TANK 1500_ GAL
65 _
b SEWAGE DISPOSAL S 1 .7T4. PROFILE OBSERVED WATER TABLE (12/1.6/02) ELEV. _ _�SOIL CLASSIFICATION J,__
Z5 _
I ooo - NOT TO SCALE BOTTOM OF TEST HOLE ELEV.' _ _�,Q]DESIGN PERCOLATION RATE «__ MIN./IN.
i EFFLUENT LOADING RATE _Q IS_ GAL./DAY/S F.
LEACHING AREA626.33 SQ. FT.
-I- / -F-- -- ---- ----/------- - - -
(11x48)+(59x2xt0/l2)
I i
- I - - LEACHING CAPACITY (AREA X RATE) AIM GA.L./DAY.
626.33 X 0.74
RESERVE LEACHING CAPACITY- - +63,!i$ GAL./DAY
�\
7,
-
�\
DR NOTES:
1.ALL -WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P,
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
Cb'
I ,1 •..\\ I v1 I I THE SUBSURFACE DISPOSAL OF SEWAGE.
^fii �� S
�!2. ALL COVERS TO SANITARY UNITS SHALL
WAL UT � I 00 !-� _ �I WITHIN 6"-0F FINISHED GRADE? BE BROUGHT TO
SEE RESTOdaT10N P, AN 1 A G / I 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
I FILED HIFPPWTHj B +- >EPFRATE :DECK nC TgLO^, i \�� WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR W',THIN
X10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE -SHALL.
r PROPOSED ZLU 2
x - - BE MORTARED iN PLACE.
o UNDER CONSUC bN} / Is
5. NO DETERMINATION HAS BEEN MADE AS TO 'COMPLIANCE WITH
-' r- /y / _ .. _ - - DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
II " 4.2 " >" .OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
I
6. UT
LITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION TIONCONTRACTOR
D.B
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
xo: Q / PRIOR TO COMMENCING WORK ON SITE.
i $N
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS .WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
I 54.75 15. 4 IS TO BE BROUGHT TO THE ATTEN TION OF THE DESIGN ENGINEER
IMMEDIATELY.
\ I r I 8. PARCEL IS IN FLOOD ZONE C
2 / RS MAP -
, J , 1 9, LOT IS SHOWN ON ASSESSORS MAP _ �� _ AS PARCEL
X00' - 4 ` - - 10. .ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
r + FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
5' OVrRDI� 1 - - REPLACED .WITH SAND AS SPECIFIED IN 310 .CMR 15.255:(3).
�. 'i. A NEGATIVE -GRADE OF 3/4" PER FOOT SHALL BE MAINTAINED FOR A
MINIMUM OF 15' AWAY FROM THE FOUNDATION. -
' 12. A VARIANCE OF 0.61' IS REQUIRED BECAUSE THE TOP, OF FOUNDATION IS
LESS THAN 2' ABOVE HIGH POINT IN ROAD.
13. GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
' j` F 'a T4 / \ I: ., f` _ '. - �Ji6. 14. ALL DISTURBED AREAS ARE T3 BE REVEGETATED
! 44YgF1 E AND gli TFFN(`.. ynor 11A I,TS F,`7 T^ PE IN of e�roRIOR TO
N FY^PVP-I_.N JMMCN ,In N .,
,SOIL
TE$T 1 \\ _77.27 �'
j r
- _ 1\,` 14.30 ,13.9\
\� 19.78 I
10.25' 18.78
21.38
1 SOIL
TEST 1 0� �. D. B0 -rr� I -
i E \ \ c a
ii� 14.25
CSF
17.9814 v
I 11
01
\ oD pg \ LOT 1 1 \ / 1 ` -� o V"!^UTHcc�„ellY"-
13.18 \ a \ 1 \ *.8.40 / - I \y LIMIT OF4-
\ cD • 1 \ 44,195 S: F. \ / i �w 5. OVERDIc
5.33 / rl
w.
SOIL
/ 10 92 \ \ 59, y i I \ I TEST 1
\\\ 27 �/ 3 '1 I \mow is \\\ URIC T7.50/ e1ss4 H��s�s FcB 2�OS
.. Si<rp I \ I i8 \ / I • 21.03 jJjJ. T. A.
x.40 .23 w I ` l ffr. / u� DUMAS
No
PPROVED: BOARD OF HEALTH
�5.20w \w \ \ I 1 ri ITARI�µ
15.17 1 iii 1 II f _ 1 DATE AGENT
i 32 / \. \ 11 TEST 2 %
3
\10.17 _ _� \w �� // I Q
11-58
1062 \ \w / \ (/
10.61
1152
LEGEND: 11.99
EXISTING SPOT ELEVATION -0.0 - \10.61 - _ OB• / • \ /
.�\ - / • 47.91 /
FINAL SPOT NATION
FINAL. CONTOUR I\ / L3 665 /
SOIL TEST LOCATION \ / • L
UTILITY POLE 10.1
TOWN WATER �W W / ">
CATCH BASIN Oj �w REV. JAN. 5, 2006
GAS LINE
CESSPOOL UP 6Jp`.\ \ / REV.
CLEANOUT o �,00 \ / JUNE 28,2005
oo, \
DATE FEB. 6; 2004 scALE 111 = 20'
REv. AUG. 27, 20041 JOB No. 5592-02
\\� REv. APR. 22, 2005 C LOCATION MAP REv. OCT. 13, 2004 SHEET 1 OF 1�
C: IS81PR0✓15892-OOIdwg15892-SAS-LOi2RE✓SOWC 02004 SWEETSER ENGINEERIN(
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