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20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND
CONCRETE
LOAM AND SEED 1 /
4" SCHEDULE 40 PVC -PIPE
MIN. PITCH 1/8" PER FT. 2' LAYER OF / I / 1
MANHOLE 1/8' TO 1/2"
COVER 01.80 MAX. WASHED STONE VENT
99.35 MIN. REQUIRED
? 1 CU. FT. OF 1 l 1 1
TEE CONCRETE
FLOW LINE 90.60 m ANCHOR
Lilo'
-THIN. ELEV. 99.55 LEVEL99.1 °°� °10• ° 97.27 1 \ 1 l 11
GAS 6' SUMP ELEV. =N_1_3 1 ELEV. _
BAFFLE ELEV. = 98_50
DISTRIBUTION ELEV a 10HIGH CAPACITY INFILTRATORS WITH ? 11>ANO BUFF
(TO BE PLACED ON FIRM BASE BOX �S.1Q_ STONE IN AN Z
To BOX
TESTED 11' X 72' X 10' TRENCH FORMATION 17
IF
1500 GALLON AE OUTLET SOIL ABSORPTION
(TO BE PLACED ON FIRM BASE) WELL N A
SEPTIC TANK ZONE
64 ro 1 1/2" CLEAN SYSTEM (SAS) INDEX
UE WASHED STONE ADJUST_g5.1 /
` FREE OF -FINES & SILT i 1 1 , ,
\ USGS PROBABLE WATER TABLE ELEV. =
SEWAGE DISPOSAL SYSTEM PROFILE �, OBSERVED WATER TABLE ( / / } ELEV. _
NOT TO SCALE98.8
BOTTOM OF TEST HOLE ELEV. _ _&8.151 _ !
• 99.5 1
9rryfH4�PRw. 1
cnvc acalo 1
(esu.ml
t
■ 100.0 4 00.2
I
SOUTH SSI ND KSIDE °R, � (' ; � / it I TOP
�1 92.2
LAI
E r �r�sHtI r w -w 1 I
98.5 / 100. a TEST1�
LIMIT
` 4'=�. -M� \--% - � %// / //� 5' 0 RDIG I I TOP /
35,00•/ / / i� I / ( 1 N{ 93.6
BA
R,
a�
i O / l /
.�O/ ! T ST 2
t
o mea / 1 11
1500 GALLON
( / SEPQIC TANK l / I /
I •
I
VENT
\ l
c%
I \\ I1 \ BVW 7 } 94.4
DRYWILL
103.3 evw 61 93.2
100.8 .� I BYW 5! f 92.0
By 4� 92.4
/ i I / / / • /B 3//'
I 4''
x/92.5
SVW 2 j94.3
90
'/ I Ievw ,
/ i 195.0 //•
' 99:4
LOT 7
= 64, 906
SOIL TEST
DATE OF SOIL TESTAUGUST_'L4 _2001 -
SOIL TEST DONE BY SYlEMER ENS,INiERING
WITNESSED BY _e4_YQti_IM_E
OBSERVATION HOLE 1 ELEV.- 10010 OBSERVATION HOLE 2 ELEV. 100.20
PERCOLATION RATE <%MIN./INCH AT _11-- INCHES PERCOLATION RATE < 2 MIN./INCH IN C2 HORIZON
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
r
-
0/A
LOAMY SAND
10YR3/3
NO
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND
CONCRETE
LOAM AND SEED 1 /
4" SCHEDULE 40 PVC -PIPE
MIN. PITCH 1/8" PER FT. 2' LAYER OF / I / 1
MANHOLE 1/8' TO 1/2"
COVER 01.80 MAX. WASHED STONE VENT
99.35 MIN. REQUIRED
? 1 CU. FT. OF 1 l 1 1
TEE CONCRETE
FLOW LINE 90.60 m ANCHOR
Lilo'
-THIN. ELEV. 99.55 LEVEL99.1 °°� °10• ° 97.27 1 \ 1 l 11
GAS 6' SUMP ELEV. =N_1_3 1 ELEV. _
BAFFLE ELEV. = 98_50
DISTRIBUTION ELEV a 10HIGH CAPACITY INFILTRATORS WITH ? 11>ANO BUFF
(TO BE PLACED ON FIRM BASE BOX �S.1Q_ STONE IN AN Z
To BOX
TESTED 11' X 72' X 10' TRENCH FORMATION 17
IF
1500 GALLON AE OUTLET SOIL ABSORPTION
(TO BE PLACED ON FIRM BASE) WELL N A
SEPTIC TANK ZONE
64 ro 1 1/2" CLEAN SYSTEM (SAS) INDEX
UE WASHED STONE ADJUST_g5.1 /
` FREE OF -FINES & SILT i 1 1 , ,
\ USGS PROBABLE WATER TABLE ELEV. =
SEWAGE DISPOSAL SYSTEM PROFILE �, OBSERVED WATER TABLE ( / / } ELEV. _
NOT TO SCALE98.8
BOTTOM OF TEST HOLE ELEV. _ _&8.151 _ !
• 99.5 1
9rryfH4�PRw. 1
cnvc acalo 1
(esu.ml
t
■ 100.0 4 00.2
I
SOUTH SSI ND KSIDE °R, � (' ; � / it I TOP
�1 92.2
LAI
E r �r�sHtI r w -w 1 I
98.5 / 100. a TEST1�
LIMIT
` 4'=�. -M� \--% - � %// / //� 5' 0 RDIG I I TOP /
35,00•/ / / i� I / ( 1 N{ 93.6
BA
R,
a�
i O / l /
.�O/ ! T ST 2
t
o mea / 1 11
1500 GALLON
( / SEPQIC TANK l / I /
I •
I
VENT
\ l
c%
I \\ I1 \ BVW 7 } 94.4
DRYWILL
103.3 evw 61 93.2
100.8 .� I BYW 5! f 92.0
By 4� 92.4
/ i I / / / • /B 3//'
I 4''
x/92.5
SVW 2 j94.3
90
'/ I Ievw ,
/ i 195.0 //•
' 99:4
LOT 7
= 64, 906
SOIL TEST
DATE OF SOIL TESTAUGUST_'L4 _2001 -
SOIL TEST DONE BY SYlEMER ENS,INiERING
WITNESSED BY _e4_YQti_IM_E
OBSERVATION HOLE 1 ELEV.- 10010 OBSERVATION HOLE 2 ELEV. 100.20
PERCOLATION RATE <%MIN./INCH AT _11-- INCHES PERCOLATION RATE < 2 MIN./INCH IN C2 HORIZON
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-13
LOAMY SAND
0/A
LOAMY SAND
10YR3/3
NO
ROOTS
13-30
ROOTS
B
LOAMY SAND
10YR5/6
10YR6/8
ROOTS
30-54
Cl'
Cl
SANDY LOAM
10YR6/4
72-120
C2
54-132
IC2
COARSE SAND
2.5Y7/4
SHEET 1 > OF 1
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-18
0/A
LOAMY SAND
10YR3/3 NO
ROOTS.
18-29
B1
LOAMY SAND
10YR5/6
ROOTS
29-50
B2
LOAMY SAND
10YR6/8
50-72
Cl'
SANDY LOAM
2.5Y7/5
TIGHT
72-120
C2
COARSE SAND
207. COBBLES
NO WATER ENCOUNTERED AT __,,32; ELEV. _ __ 9.111 NO WATER ENCOUNTERED AT __12(L_ ELEV. _ -__90.21
LEGEND: DESIGN CALCULATIONS
EXISTING SPOT ELEVATION 00.0 NUMBER OF BEDROOMS 8
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR-- ( 110 GAL/BR./DAY X 9 BR.) .BbQ- GAL/DAY
SOIL TEST LOCATION IS REQUIRED SEPTIC TANK CAPACITY 1329 GAL
UTILITY POLE -o- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER -W_WSOIL CLASSIFICATION _
CATCH BASIN (®�DESIGN PERCOLATION RATE 55_ MIN./N.
GAS LINE EFFLUENT LOADING RATE -Q.7}- GAL./DAY/S.F.
CLEAN OUT C� LEACHING AREA 930_33s3- SQ. FT.
CESSPOOL C.P. O (11X72)+(83X2Xt0/12)
LEACHING CAPACITY (AREA X RATE) .4114,44 GAL:/DAY
930.33 X 0.74
RESERVE LEACHING CAPACITY .444.44 GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF __.YSRMIMT� i,_ 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-20 LOADING
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL "DIG -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
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY,
B. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP __112_ AS PARCEL
10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED EROM_UNDER.AND_EOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACEn .
WITH :SAND AS SPECIFIED IN 310 CMR 15.255:(3).
11. GUTTERS, DOWNSPOUTS, AND ORYWELLS ARE REQUIRED
12. ALL DISTURBED AREAS ARE TO BE STABILIZED BY REVEGETATION.
13. A SILTFENCE WORKLIMIT IS TO BE INSTALLED BEFORE COMMENCING WORN.
x
OF 1A
TA.
DUMAS
,3. Vl "° e'BA, APPROVED. BOARD OF HEALTH
y, CCCYYY .i�5 r` O /1p�
IrAa1�"
{ DATE AGENT
' - -
LOCUS
RAILROAD
DENNIS
POND
�
0
Ln
PROPOSED SEPTIC DESIGN
FOR
ROSS JOLY
LOG
IAT 79 177SO.. SSAANDYS DE LANE
YARMOUTH, MASS
S1fET5ER ENG1FRAFOA NIG
235 GREAT WESTERN ROAD
508- P. 0, BOX 713
398-3922 SOUTH DENNIS, MASS. 02660-
DaTEJAN. 21 2002
SCALE 1>' = 20'
REV. JUNE 12, 2002
,TOB N0, 5203-00
LOCATION MAP
REV, JUNE 5, 2003
SHEET 1 > OF 1
' - -
"Tnnc! [7
VLD
DATE ���
TOP OF FOUNDATION
E�Ey s 104.00
___
"
3,00
UQUID
DEPTH
4
5 -FEET
6
8
10 FT. MIMMUM
-
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. 01.00
ELEV. AM—
OUTLET
TEE
FEET 14 INCHES (TO
19 INCHES
FEET 24 INCHES
FEET 34 INCHES
SEWAGE
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE
MIN. PITCH 1/B"
-
FLOW LINE
10"
— TMIN,
ILEV.99—
GASELEV. _ _9850 6".SUMP
BAFFLE DISTRIBUTION
BE PLACED ON FIRM BASS TO BE
1500 -GALLON IF MORE
f+ TO BE PLACED
SEPTIC TANK
DISPOSAL SYSTEM PROFILE
NOT TO SCALE
40 PVC PIPE
PER FT.
MANHOLE
COVER
TEE
20"
LEVELS
ELEV.
BOX
WATER TESTED
THAN ONE OUTLE'
ON FIRM BA
4[4 TO 1 1/2"
`421 WELSHED
FREE OF AES
"Tnnc! [7
VLD
DATE ���