HomeMy WebLinkAbout134.59.2 - Proposed Septic Design (4)TOP OF FOUNDATION 20 FT, MINIMUM FROM CELLAR
ELEV.10200 10 FT. MINIMU10 FT. ,MINIMUM FROM SLAB OR CRAW. SPACE
M a CLEAN SAND
i CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED
MIN. PITCH 1/8" PER FT. 2" LAYER Of
1/8" TO 1/2'
99.90 MAX. WASHED STONE
&D0 4' CAST IRON PIPE 97.65 MIN. NOTREQUIRED
MINIMU
PATCH Q1U/41") PER FTM
z 1 CU. FL OF
I CONCRETE
FLOW LINE 96.90 'o ANCHOR
10"
ELEV. ��_ yy 0 0 1
MIN. ELEV. 98.00 LEVDEL . 0 010. o
ELEV. ��1� GAS ELEV. _p6.a7
6" SUMP ELEV. s _96.70 ° ELEV. = 95 57
BAFFLE DISTRIBUTION
ELEV. a HIGH CAPACITY INFILTRATORS WITH
LIQUID OUTLET BOX STONE IN AN
DEPTH I 4 FEET t4 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 11' X 48' X 10' TRENCH FORMATION 7.87
5 FEET 19 INCHESIF MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL N A
8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2" CLEAN INDEX
DOUBLE WASHED STONE C SYSTEM CSAS, -
ADJUST
FREE OF FINES h SILT
fl USGS PROBABLE WATER TABLE ELEV.
SEWAGE DISPOSAL SYSTEM PRORLE OBSERVED WATER TABLE ( / / ) ELEV. _
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. aLZD--
/ / / / � f l' � �- -� � --- �'• 109.6 '�� 1p
IY : 22.0
LOT I
-570 S.`:
7�' 1.25 r �/ES
11/1: \ \ \
DA VID H. - WHI T TEM, ORE
5K. 5145 PG. 78
T r)\ IT ID
AL FRED A. BL EA U, TR.
BK, 3569 PG. 102
COMMON Wf-AL TH OF MA SSA CHUSE TTS
BK 1490 PG. 355
9-.
DEPTH HOR] Z I TEXTURE COLOR MOTT. OTHER
0-B 0/A SANDY LOAM 10YR2/1 NO ROOTS
8-30 B LOAMY SAND 10YR5/8
0-126 C FINE/MEDIUM 2.5Y7/4 COBBLES
SAN
DEPTH
HORIZ
TEXTURE
COLOR,
MOTT.
OTHER
}
0-5
0/A
SANDY LOAM
t0YR2/1
NO
ROOTS
REv. MAR. 13, 2002
1 JOB No -,531177- O2
NO WATER ENCOUNTERED AT 19R• ELEV. m tan an NO WATER ENCOUNTERED ;AT -126" =ELEV. : 87-70
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS 4
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
FINAL SPOT ELEVATIONTOTAL ESTIMATED FLOW
FINAL CONTOUR-{ - ( 110 GAL/BR./DAY X 4_ 8R.) _.44Q- CAL /DAY
SOIL TEST LOCATION IS REQUIRED SEPTIC TANK CAPACITY LgRQ- GAL.
UTILITY POLE -0- - _ ACTUAL SIZE OF SEPTIC TANK L5� GAL'
1 i qqQ� WATER-W�..•�W SOIL CLASSIFICATION .. L_.
An
BASIN f®Y DESIGN PERCOLATION RATE $ --MIN./IN
GAS UNE - G�-� EFFLUENT LOADING RATE -D54- GAL./DAY/S.F. 1
CLEAN OUT / LEACHING AREA : 82833 SQ, FT.
",CESSPOOL -
LEACHING
CIPy� i (11x49)F(a91f2XiG/12) `
LEACHING CAPACITY (AREA X RATE) -"IR GAL./DAY '
a28.33 X 0.74
\ / , RESERVE .LEACHING CAPACITY 01M GAL./DAY
NOTES:;
1. ALL WORKMANSHIP AND MATERIALS $HALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARI_A%EM RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
\ / WITHIN 6" ,OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ 106) USED UNDER OR WITHIN 10 FT. OF .DRIVES OR PARKING AREAS..
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE..
1500 GALLON / / / / "Ll PL3 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
IC TANK / DEEDED OR ZONING REGULATIONS. OWNER / 'APPLICANT IS TO
SEPT
p; IL / / OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
i / / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR j
/ /� 21 IS TO CALL 'OIG --;SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS j
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION ,
/IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
5 L
\ - IMMEDIATELY.
D. BOX 0(2 v B. PARCEL' IS IN FLOOD ZONEC }
tU 2 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL
/ 1
SOIL
P
TEST t
o.
a
u
re
MHB
FND.
1
/ c
P APPROVED• BOARD 0
//"
97.2
E
1� DATE AGENT
\41
'cru
�yIN OF
T. A.
$ DUMAS
No 619%
0
f ITARII"N
DEPTH
HORIZ
TEXTURE
COLOR,
MOTT.
OTHER
}
0-5
0/A
SANDY LOAM
t0YR2/1
NO
ROOTS
REv. MAR. 13, 2002
1 JOB No -,531177- O2
LOCATION MAP
5-28
B
LOAMY SAND
t0YR5/8
ROOTS
28-126
C
MEDIUM SAND
2.SY7/3
COBBLES
F
�a
NO WATER ENCOUNTERED AT 19R• ELEV. m tan an NO WATER ENCOUNTERED ;AT -126" =ELEV. : 87-70
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS 4
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
FINAL SPOT ELEVATIONTOTAL ESTIMATED FLOW
FINAL CONTOUR-{ - ( 110 GAL/BR./DAY X 4_ 8R.) _.44Q- CAL /DAY
SOIL TEST LOCATION IS REQUIRED SEPTIC TANK CAPACITY LgRQ- GAL.
UTILITY POLE -0- - _ ACTUAL SIZE OF SEPTIC TANK L5� GAL'
1 i qqQ� WATER-W�..•�W SOIL CLASSIFICATION .. L_.
An
BASIN f®Y DESIGN PERCOLATION RATE $ --MIN./IN
GAS UNE - G�-� EFFLUENT LOADING RATE -D54- GAL./DAY/S.F. 1
CLEAN OUT / LEACHING AREA : 82833 SQ, FT.
",CESSPOOL -
LEACHING
CIPy� i (11x49)F(a91f2XiG/12) `
LEACHING CAPACITY (AREA X RATE) -"IR GAL./DAY '
a28.33 X 0.74
\ / , RESERVE .LEACHING CAPACITY 01M GAL./DAY
NOTES:;
1. ALL WORKMANSHIP AND MATERIALS $HALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARI_A%EM RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
\ / WITHIN 6" ,OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
/ 106) USED UNDER OR WITHIN 10 FT. OF .DRIVES OR PARKING AREAS..
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE..
1500 GALLON / / / / "Ll PL3 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
IC TANK / DEEDED OR ZONING REGULATIONS. OWNER / 'APPLICANT IS TO
SEPT
p; IL / / OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
i / / 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR j
/ /� 21 IS TO CALL 'OIG --;SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS j
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION ,
/IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
5 L
\ - IMMEDIATELY.
D. BOX 0(2 v B. PARCEL' IS IN FLOOD ZONEC }
tU 2 9. LOT IS SHOWN ON ASSESSORS MAP 134 AS PARCEL
/ 1
SOIL
P
TEST t
o.
a
u
re
MHB
FND.
1
/ c
P APPROVED• BOARD 0
//"
97.2
E
1� DATE AGENT
\41
'cru
�yIN OF
T. A.
$ DUMAS
No 619%
0
f ITARII"N
C. S8 PROD 5311-00 dw 5311-DD.DPC 02002 SWEETSER ENGINEERING
'J>
oz x
Q i z
v T" Ln
-Z SETtXKET
ROUTE 6A
LOCUS
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION
LOC. LOT 2, f752` ROUTE OA .
YAR 4OUTH, HASS
S f�i'� M? FXGJT ' ` G
235 GREAT WESTERN ROAD
508- P. 0. OX 713
398-3922 SOUTH DENNIS, MASS. 02660'
DATE JAN. 18, 2002
SCALE 1 = ' 20
REv. MAR. 13, 2002
1 JOB No -,531177- O2
LOCATION MAP
REv. APR.' 3-72 002
SHEET 1 OF 1
C. S8 PROD 5311-00 dw 5311-DD.DPC 02002 SWEETSER ENGINEERING