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- DATE..
DONALD LD JI i.. A K REVISED
Professional Building Designer
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P.O.F.ox532
So. Yarmoui?L, MA 02564 45081394-5296
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REVISED
Professional Buildin Designer
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P.O. Box 532
LJSo. Yarmouth, MA 02664
CRA irNr M
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(508) 394-5296•
HOR Z
I TEXTURE .,
COLOR MOTs: 0
0--3"
f ,
ORGA
NO
3-•5
E
MEDIUM SANP
10YR4/1
5-7'
A
LOAMY SAND
IOYR3/6T
7-30` .
B
LOAMY :SAND ,
10 5 6
SO -120"
C
MCOMM, SANP.,
2'5
TOP OF FOUNDATION .
20 FT. MINIMUM FROM CELLAR CRAWL SPACE
TIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
A 2012
BELOW SAS)
WELL N/A
10300
ELEV. + __---
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CLEAN SAND
$OIL TESTDONE pY
jMTN�SSED f
Zi
ZONE
CC
COVERS
4" SCHEDULE 40 PVC PIPE
RO LE WASHED STONE
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
��yy
11
�.", ' £IEYr, 108. '
MIN. PITCr 1/8 PER FT,
1/8" TO 1/2"
WASHED STONE
Ft TER FABRIC VENT
3,00 4" CAST IRON PIPE 67 OR 1�. 2 MM. NOT REQUIRED
(OR EQUAL) MINIMUM - -
PITCH 1/4" PER FT.FFLL0µ� TEE
LEWDL RS
FLOW LINE
DEPTH.
HOR Z
I TEXTURE .,
COLOR MOTs: 0
0--3"
0 , ..
ORGA
NO
3-•5
E
MEDIUM SANP
10YR4/1
5-7'
A
LOAMY SAND
IOYR3/6T
7-30` .
B
LOAMY :SAND ,
10 5 6
SO -120"
C
MCOMM, SANP.,
2'5
ELEV.. ,OOL00 10"
TMIN. 2 o a o a NQ WATER ENCOUNTERED A7 _ j20 EtHV.
45 B0 1 o`'€ o ; FE •l0� a Oa j4 +�.�y � �y 1DlS i
SLAB ELEV. �� ELEV. - �4IZ 4 GA/�S5 ELEV. � ��_ 6.:' MP E} EV �'� - � �" - ELEV.. �� OBSMVA'nON HOLE 2 ELEV.�
F BAFFLE PERCOLATION RATE ,"$T MIN./INCH AT ss ,NCHES
o sTRlB�111�JN
DEPTH
LI UID OUTLET
TEES
MOTT. OTHER
BO ELEV.L
4 HIGH CAPACITY INFILIN ,TRATORS WITH
T
No
4-6"
E MEDIUM SANP 1 4/1
5
14 INCHES
(TO BE PLACED ON FIRM BASE)
TO BE PATE TESTED
11''X 36' X 10R TRENCH FORMATON
B LOAMY SANQ 10YR5/6
(TO' VF�l4F TO5
36-126'
C MEDIUM NIP 2,5 f6
GALLON
IF MORE THAN ONE OUTLET
ITE
T
7 T
24 INCHES1500
29 INCHES
INCHES
TIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
BELOW SAS)
WELL N/A
6 T
34
3/4- TO 1 1/2' CLEANyam.
��
SYSTEM SEM (SAS)
S
ZONE
RO LE WASHED STONE
INDEX
DEPTH
HORIZ TEXTURE COLOR
MOTT. OTHER
0-4
0 OqGANIC
No
4-6"
E MEDIUM SANP 1 4/1
6-8'
A LOAMY SAND 1OYR3/6
6-36`
B LOAMY SANQ 10YR5/6
36-126'
C MEDIUM NIP 2,5 f6
REE OF FINES k SILT
ADJUST -
WAGE DISPOSAL SYSTEM PROFlLE USGS PROBAEBLEDGEWOF R TABLE
SEELEV. NG WATER ENCOUNTERED /�T� 12�6�ry ELEV. 9 •R
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.' T"nr"' • �1`�'Q
V. •"
NUMIM
• s GAR AGE DISPOS UNIT. -
/ 'r j / / J • 96,9 / �,0 / TOTAL ESTIMATED FLOW .
.8h/ / / / /� Y $" % .«.'SII.. QAL./DAY
NV 58 / j(86) / ~ / / / h0 I RED SEP TANK �APFTY GAL.
.g3o� l ACTUAL SIZE'QF SEPTIC TANK GAL.
102.4 / JG>y) / I ! SOIL CLASSIFICATION
DESIGN TI RATE 1NIN./1N
f 1 fFFLUFJJPWtNGRATE
f I I / • 10614 LEACHING AREA 50. Fj
11if Q 5.0 6,i�� / / / x(90)/ / �, is I I , I 1 I / I (/TX3B)+(4iitWQA2)
LEACHNG CAPACITY X 0(ARCA X RATE)
OAL /gAY
RESERVE LEAgIING CAPACITY GAL./OAY'
I /93.2 Ai/ I I I I I / NOME
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM •TO D.E.P.
✓ TITLE $ AND TIRE TOWN'S RULES AND REGULATIONS FOR
a; THE SUBSURFACE DISPOSAL OF SEWAM.
TF 2. A4k COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE '
' I I S. A L COMPONENTS OF THE SANtT'ARY SYST'E'M SHALL BE CAPABLt OF
/ n ' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
102.6, , a 10 %T: OF DRIVES OR PARKING AREAS. H-20 LOADING SMALL BE
USED UNDER OR 7") 10 FT. OF DRIVES OR PARKING AREAS.
j I 194.2 j /{ /LI�lT� of 5 4. ANY MASONRY UNITSI USED TO BRING COVERS TO GRADE SHALL
I , BOX 1 Fi BE MORTARED IN PLACE.
j iii ��' 0 RDIG
Kr 7 84. 95 l 95.9 / i / /y , 1 ' 5 DEEDED OR zomNG RrouLA ON6 0 ASR AC6MPLrA C -f$ TO
® AIN, :SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
" AR CAVA "TRAcro�
U,11IT1E5 WN E APPROXIMATE Y, T1pN�
j r t5 TO FIiLL "OIC -SAF B AT i-Ep6=34t-72y3 AT LEAST 72 LOURS1.
t 00 CAL ON I \ P . PRtOR TO.COMMENCING WORK ON WIT, '
A ,CTOR, IS TO CRAM AND VATi" AS WELL A5
1 1 I j / .EPTIC T NK 1 I coCw j. DONTR ELE
I I l 94-8
'� pit f !l $ITE £QNDitT10NS PR4 fib COMTAENCAtO y4p1¢K ON $IIF. ANY yARtA11bN
cc to , ,.:� 1S TO BE OUCiiT TO E ATTENTION OF THE DEMON "ENGINEER
8. PARCEL is IN FLmD 26NE t�
•�6Q,3 /� "' L' 4ai 9. LOT IS SHOWN ON A=SSOgS MAP AS PAIfG'El .
.10. ALL UNSUITABLE. MATERIAL SHALL BE DYED FROM Uf�ER AMD FOR '
1 I n � �/ 10. `. , , • A MINIMUM OF S' AROUND SOIL ABSORPTION S7M AND BE REPLACED
1 ✓� / /i SOL p'V ,e WITH SAND AS SP'E*nEQ IN SIP CMR 1�5.2s5 (J)
1 1 94.8 j,j i �% I TESL 1 �.\ 10%s•7 k�' ' 11. ALL.DISTURRED, AREAS ARE TO BF. STABtUZED A ID REVEOETATED., ; r.
104.7
�� ��SOIL
TEST 2 101.5 R E C E I VE D
APPROVED:' BOARD. >Q Hti."i
y 2 I` cA .• I' .., god DEC 19 2012
%
gillYARMOUTH-' ".". ""•"" _ -
7
h -� NG'S HIGHWAY DATE AGENT
/ j \ / �c10
CA [:!ROPOM.
101.0
3.4 / gb I
00.0 LOC.
` y amv 3�mv oer g� i r o-
/ / / ■ 99.3 / tuw nna• Imro `�
l�sx4ffi1 100.3
100.2 /; i00.0ST
g
_so��. S' TH x.7T
LEGEND: ; 1 asa-aserNI�, �,�ss. �aeso
99.0 00.1 `� EXISTING SPOT ELEVATION 00_0 -�
( Y EXISTING CONTOUR ---- T -.T
• FINAL SPOT ELEVATION „ D*n DEC 7; , 01F SCALE,,1' k-` -2V
Ls112.60 I� 1 FINAL CONTOUR-"----- - `
- 11. SOIL TEST LOCATION
O UTILITY POLE •C«- REV dOB MIO. 7 �'r"IJV
/ I I Towr4 .WATER •'�W+++�Wr+��+
.� CATCH BASIN �O j
/ GAS LINE Car
I
CESSPOOL-
CLEANOUT
ESSPOOL V
LOCATION Mai''- SHEET'
CLEANOUT. �0: , `
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