HomeMy WebLinkAbout16 Victory Lane - Septic Design 3., -. ......:... .,. vv+. ..- .m -w ...-.- -.. as .., t.. x. rs-m....m.:.x£n-s-xyw.er'e-w.r.+w+-++s..e......w,..«.n.... +e....rs. iw.,^.. nr >......:-.. v:r'i...-....w c,1:•?•" n n,. ...r{'s.rt»...sx....,e.++.j+_. a.q.v.sC'.+v'a'rr�a€S. cn'.n-...s.p,_ wac.,+aTa-w-.-.,.aT.m,�c1x'+.v" �nMwRsw,J�
20 FT. MNIMUM FROM CELLAR
TOP OF FOUNDATION 10' MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST
ELEV.,e - 101.2 10 FT. MINIMUM LOAM AND SEED DATE ,OF SOIL TEST JU4, 2004_`_
F -- NE 2TREATMEENINSPECTION PORT SOIL TEST DONE BY �6ETSER ENGINEERING
24" MANHOLE TSINGULARN 4" 2MANHOLE WITNESSED BY B. MURPHY
i COVER TREATMENT PLANT COVERS
MODEL 960 ONi ELEV
�-� N SAND Q� V/4�{i(i �'ia.E .
4" SCHEDULE 40 PVC PIPE CLEA= 97.85 09SERV/f1710N HQ)..E Z ELEV..97.6D
MIN. PITCH 1/8" PER FT. 2" LAYEROF PERCOLAT10N •RATE' _ MIN./INCH IN C HORIZON PERCOLATION RATE '< 4 MIN /INCH AT 7m,
TO 1/2"
Z50 4" CAST IRON PIPE 101.03 M WASHED STONE
(OR EQUAL) MINIMUM 98.78 MIN. NOTREQUIRED
PITCH 1/4": PER FT. Z
LIN ELEV. _ 97.53 5i EL V. _
98.03 _Q8_2.0 ,WALL
ELEV. 98.75
SLAB ELEV. <_ _93.75 10� 2 -0 -
MIN,
u o € e
ELEV. ,-98_50 10, o
EV. 'ffi 6" SU P LEVEL o e o ELEV. _ 96.70
!�2 ELEV. s 2 MGH CAPACITY INFILTRATORS
977D' cDISTREBUTION WITH STONE IN AN
ULTRA\AOLET BOX 11' X 24' X'10' TRENCH FORMATION
(TO BE PACED ON FIRM BASE) (TO BE WATER TESTED { 5.07
1, AM 'rnr.-n.r..r FILTER _._. SO,L ABSORPTION
DEPTH
HORIZ
TEXTURE
.COLOR MOTT. OTHER
0-7
Ap
LOAMY SAND
10YR3/1 NO ROOTS
7-24
B
LOAMY SAND
10YR8/6 ROOTS
24-120
C
MEDIUM SAND
2.5Y7/4
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-6
A/E
MEDIUM SAND
IOYR8/2
NO
ROOTS
6-21
$
LOAMY SAND
10YR6/6
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, -MASS. 02660
ROOTS
21-35
Cl
MEDIUM 'SAND
2.5`(8/2
35-60
C2
LOAMY SAND
2.'SY6/3
'
0-120
C3
FINE SAND
S
TIGHT &
COMPACTED
�Nb
�"^ """�' •" � • • •`-^ n`+�� � UV 'THE OIStNFECTOR" INC. "� _/. S 40 UL'VINYL � WATER ENCOUNTERED AT _ _ FEV.
PLANT i (OR EQUAL) _ 97.53 YS M SAS UNC 95• ELEV. �4�3 IM WATER ENCOUNTERED AT o?"
SAMPLE CATCH AND ELEV. _ 94.20
RECIRCULATING
LEAN USES PROBABLE: WATER TABLE ELEV. �ry �t
RECIRCULATING PUMP DOUBLE WASHED STONE OBSERVED W BOTTOM OF TABLE TEST4HOLE ELEV. _ - $7,§� ZONE MA-� DESIGN CALLA 1ONS
y SEWAGE DISPOSAL SYSTEM PROLE FREE OF FINES & SILT INDEX 8.3_ NUMBER OF BEDROOMS _2_
NOT TO SCALE ADJUST 1.7 GARBAGE DISPOSAL UNIT NQ
TOTAL ESTIMATED FLOW
(110 GAL/DAY/BR. X 2 BR.) __2_20 ' GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _449- GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <_� MIN./IN.
EFFLUENT LOADING RATE 0,I-4- GAL./DAY/S.F.
LEACHING AREA .322.'A SQ. FT.
(11X24) + (35X=0/12)
LEACHING CAPACITY (AREA X RATE) _38-52 GAL./DAY
322.33 X 0.74
14. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: RESERVE LEACHING CAPACITY .'J 52 GAL/DAY
A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE.
B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION.
C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM WETLAND. NOTES:
D. RESERVE AREA LESS THAN 10' FROM LOT LINE. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
E. RESERVE AREA LESS THAN 20' FROM FOUNDATION. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
F. RESERVE AREA ESS THAN 100' FROM WETLAND. THE SUBSURFACE DISPOSAL OF SEWAGE.
G. SEPTIC TANK LESS THAN 100' FROM WETLAND. 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
70 10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE
63 97.7 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS,
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE $HAL L
'
.:'� BE MORTARED IN PACE. e
c o, Cf' *'. .. .......-5. NCDETi 4?i`en3iU'': HAS �lREEN-MATDE "All TU.,.ComA L.1AtNCr
'DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
96ODN ( By OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
�RECIRCVLNG PUMP 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
AND SA. P ATC r 97.9 IS TO CALL `DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
£XISRNC 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
DWELLING SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
-� - -0 FAL R o IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
gg 1 50 00' i i f 98.9 IMMEDIATELY.
112. I I 00 8. PARCEL IS IN FLOOD ZONES B C
/ I "t`.,, ��J p 97 I�080 9. LOT IS SHOWN ON ASSESSORS MAP _59 AS PARCEL 220
/ �\ ( /i SOIL f` 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
I I "'93.7697. „ ' 00'. a 8.4 A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED '
WE7LAND o 5.7 D. X WITH SAND AS SPECIFIED IN 310 ,CMR 15.255:(3).
BVW 2 / lk 97 )0 BUFFER 9rl- �- n D, Xa� ' 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
Lp
74.3D' 95•� Zc >>' N� _`S� i y,' t•'
c
"'A '12 ALL DISTURBED AREAS ARE TO BE REVEGETATED.
ML VINYL13. HAYBALE WORKLIMIT IS TO BE PLACED PRIOR TO ANY EXCAVATION
/i Acs ON SITE4 te{ y
cor AREA ' APPROVED. BOARD OF HEALTH
1%,3971 $ S.F 94:4 ` SOIL: S. \ u3 err ?,�fTpa,4 ...
UPLAND 89:32'QRS I °t4v's $tre•�t<
I 11,381.6 # S.F. $ f 97.9 10V5DATE AGENT
j WE'TLANO lll���
E 6,0155 .1 S. F. T _..
�wr,---7 K£7LAND I
6 / BVW 4, BUFFER
aMiX6 M50'
' (e 0m)
00.5
BVW 5
y
Svw Toa
/ - i /
LEGEND: / _ _rs6)- , y v G
EXISTING SPOT ELEVATION 00,0
v
EXISTING CONTOUR --=-00----
FINAL SPOT ELEVATION0 / • X35.7 /
FINAL CONTOUR 00 / /� R E C E I V E
' SOIL TEST LOCATION
UTILITY POLE -0-95.7
TOWN WATER 'WWW BVW 7 /
CATCH BASIN (R) / �/ JAN 2 5 200
5
GAS LINE
CLEAN OUT C
CESSPOOL C.P. 0 Yarmouth Water Dept.
- 58 PROD 5965-00 dw 5965-scs.DWG• 02004 SWEETSER ENGINEERING -
Locus
\
PROPOSED SEPTIC DESIGN
FOR
THOMAS CONNELLY
LOCATION 16 VICTORY LANE
SOUTH YARMOUTH, MA
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, -MASS. 02660
DATE SEPT. 8, 2004 1
SCALE 1 " = 20'
REv. OCT. 5, 2004jos
No, 5965-00
LOCATION . MAPREv
SHEET 1 OF 1
- 58 PROD 5965-00 dw 5965-scs.DWG• 02004 SWEETSER ENGINEERING -