HomeMy WebLinkAbout29 Doves Wing Road Proposed Septic DesignTOP OF FOUNDATIQN
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6.5Q
it
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$LAB ELEV, _TT
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20 FT. M NIMU FROM CELLAR OR CRAWL 5VACt
928
10 FT. INIMUM 10 . MINIMUM FRgM SLAB
FSINGUULAIIR
CLEAN SAND
_T
24" MANHOLE
® 24"
TREAIMeNT PLANT
MA HOL
COVERS �,
LEGEND:
I45PECTION PORT
`.OAM AND SEEP
EXISTING SPOT ELEVATION QO„0
COVE
MOPEL 960 ON
4" SCHEDULE 40 PVC PIPE
R' LgYLR OF
1/8" TC 1/2"
FINAL CONTOUR �p
901L TEST LOCATION N
MIM. PITCH
1�8" ER PT.
WASHED STONE
CATCH BASIN®j
GAS LINE---r^-�
CLEAN OUT
2809 M R FILTER FABRIC
2 75 MIN.
TREQUIRED
NOTT
4" CAST IRON PIPE
MINIMUM
z
PI CH PFIRFT.
PITCH 1/6'
L
TEE
�pp
�
ELEV,
LIN
TWT—
p❑❑❑❑0❑❑❑q❑
ELEV, —
10�wl,
pp
LEVEL
°o° o
p ❑ CO ❑ ❑ ❑ ❑ ❑ ❑ CT ❑
c °9
°
140 ML.
:2,0.75
ELEV. r �
MIN.
LE o
ELEV,
EL931q o fi"
$LIMP ELEV.. + -
° °?
p Cl ❑ ❑ ❑ ❑ ❑ ❑ O q ❑ .
0 20
°
VINYL
UNPR
DISTRIBUTION ELEV.
°°
q ° °
P ❑ l7 ❑ O ❑ ❑ ❑ ❑ q ❑
F o 0
o
EI.EV.
(TQ 84 PLgCED ON FIRM BASE)
$OX -��
509 GALLON OALLP,Ys 4TH
ELEV. - —��—
$INGULAIR TREATMENT
(TO QE
WATER TEST�D)
STONE IN AN
1 X 25 X 2 TRENCH FORMATION
?
WELL A1W 230
845 ZONE
PLANT
SAMPLE C� TOH
AND
3/4' Tp 1 1/2" QLEAN
DOUBLE WASHED STONE
S �
SOL ABSORPTION 4�
INDEX_
��_
ADJUST 268
RECIRC�ILATII�G
PUMP
FREE OF FINES & SILT
SYS M AS
S W.AGF DISPOSTAa SY TSM
SPROBABLEGS .
0 SERYED WATER ABLE (' /13/D5) ELEVo
TEST H3LE ELEV. -
a -M
9TEST HOLE ;, LOT 9
TO
BOTTOM QF
Y`T
® 27,7 ZI1
7
� 7
M
II22
2 r
n.s
3d.6
00 j
� 30.4
r960DN
PLANT
RTS
31.E
�.,,r
FILE
DAT OF SOIL TEST JUN _21y�D0
SOIL TEST DOME BY $-W
WITNESSED BY P. RrNAU � r
O@SERV�TIPN HOLE 1 �LEV•r— l�-
PERCOLATION RATE <_Z,._ MIN./INCH AT _69_r_ INCHES
3pSERvA'ngN HOLE 2 F�LEV.1=-2
DEPTH HORIZ TEXTURE DOLOR MOTT. OTHER
0-3" Ap LOAM SAD IOYRS/4 NQ
3-126" IC IMEDIUH SA 0 2.5Y7/4
f o WATER �NCOYNTERED RT ELEV.
DESIGN OAI,CULATIONS 3
NUMMBER OF REDRgOMS
GARBAGE DISPOSAL UNIT
TOTAL EPTIMgTED. LOW
( 110 GAL/BR.AAY K .- — �R.) _ !ff_ GAL./DAY
REQUIRED SERTIC TANK CAPACITY _.4 D_ GAL,
ACTUAL SIZE 0F SPPTIC TAMC _LW GAL.
SOIL CLASSIFIFATIQN —�
DESIGN FERCQLATIQN RATE MIN./IN.
5-�--
EFFLUENT LOADING RAT �07Jq,-4p-p GAL./DAY/S.F.
LEACHINQ AREA % "" 7"' SQ. PT.
CHINO )+(38X?,X2t
LEACHINQ CA ACITY AREA X RATE) ZQ PAL./DAY
477.00 X 0.7, 4
RESERVE LEACHING CAPACITY Z+j9L PAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND TOE TQWN'$ RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVEIRS TQ SANITARY UNITS STALL BE Q.ROUgHT TO
WITHIN 6"OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAP66LE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING ARPAS. H-20 LOADING SHALL. BE
USED UNDER OR WITHIN 10 FA OF DRIVES OR PARKING AREAS.
4. ANY MASQNARY UNITS USED TO BRING COVERS TQ GRANDE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS PEEN MADI AS TO COMPLIANCE WITH
DEEQED OR ZONING REGQLATIQNS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMWATION FROM APPROPRIATE ALITF ORI
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION, CON ACTOR
I5 TV GA4L 'OIG- 4f -FE- AT ,-888-3447233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS 10 VERIFY GRADE$ ANP ELEVATIONS qS WELL AS
SITE CONQITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION QF THE DESIGN ENGINEER
IMMEDIATELY. '•--
8. PAROEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSOR$ MAP 109_ AS PARCEL 5.12
10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM QF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER PELOW).
11. ALL UNSUITABLE MATERIAL SHALL PE REMOVED FROM ANDER AND FOR
A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE RERLACED ...
WITH SAND AS SPEOIFIED IN 310 CMR 14.255;(3).'
12. THIS SITE HAS BEEN F1 4ED SINCE THE SOIL TEST WERE DONE, THE
COMPOSITION OF THE FILL IS VNKNQWN, HENCE THE OVFRDIQ.
pl 9l
�sTF�
LQCATION MAP
APPROVED: BQARD OF HEALTH
PATE AGENT
ROPOSF,,D SUTIP PEPIPN
FOR
DAVOO DUILDER"S, LLC
LOT 10 — #29 DOVE'S
WING ROAD, YARMOUTH
508•- r. U. PUA i Is
5-69Q0 SOUTH DENNIS, MASS, 0;
rE i
DFC. 3, 2410 s�ALE 1 ° — 20`
r
r -r— -�---1 JQe "q 625Q-10
SHELT OF
MOO P��
928
29.7
LEGEND:
EXISTING SPOT ELEVATION QO„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATIONO.
FINAL CONTOUR �p
901L TEST LOCATION N
UTILITY POLE -0-
TOWN WATER r-W�+q—SWT^"
CATCH BASIN®j
GAS LINE---r^-�
CLEAN OUT
CESSPOOL C.P. 0
00 j
� 30.4
r960DN
PLANT
RTS
31.E
�.,,r
FILE
DAT OF SOIL TEST JUN _21y�D0
SOIL TEST DOME BY $-W
WITNESSED BY P. RrNAU � r
O@SERV�TIPN HOLE 1 �LEV•r— l�-
PERCOLATION RATE <_Z,._ MIN./INCH AT _69_r_ INCHES
3pSERvA'ngN HOLE 2 F�LEV.1=-2
DEPTH HORIZ TEXTURE DOLOR MOTT. OTHER
0-3" Ap LOAM SAD IOYRS/4 NQ
3-126" IC IMEDIUH SA 0 2.5Y7/4
f o WATER �NCOYNTERED RT ELEV.
DESIGN OAI,CULATIONS 3
NUMMBER OF REDRgOMS
GARBAGE DISPOSAL UNIT
TOTAL EPTIMgTED. LOW
( 110 GAL/BR.AAY K .- — �R.) _ !ff_ GAL./DAY
REQUIRED SERTIC TANK CAPACITY _.4 D_ GAL,
ACTUAL SIZE 0F SPPTIC TAMC _LW GAL.
SOIL CLASSIFIFATIQN —�
DESIGN FERCQLATIQN RATE MIN./IN.
5-�--
EFFLUENT LOADING RAT �07Jq,-4p-p GAL./DAY/S.F.
LEACHINQ AREA % "" 7"' SQ. PT.
CHINO )+(38X?,X2t
LEACHINQ CA ACITY AREA X RATE) ZQ PAL./DAY
477.00 X 0.7, 4
RESERVE LEACHING CAPACITY Z+j9L PAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND TOE TQWN'$ RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVEIRS TQ SANITARY UNITS STALL BE Q.ROUgHT TO
WITHIN 6"OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAP66LE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING ARPAS. H-20 LOADING SHALL. BE
USED UNDER OR WITHIN 10 FA OF DRIVES OR PARKING AREAS.
4. ANY MASQNARY UNITS USED TO BRING COVERS TQ GRANDE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS PEEN MADI AS TO COMPLIANCE WITH
DEEQED OR ZONING REGQLATIQNS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMWATION FROM APPROPRIATE ALITF ORI
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION, CON ACTOR
I5 TV GA4L 'OIG- 4f -FE- AT ,-888-3447233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS 10 VERIFY GRADE$ ANP ELEVATIONS qS WELL AS
SITE CONQITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION QF THE DESIGN ENGINEER
IMMEDIATELY. '•--
8. PAROEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSOR$ MAP 109_ AS PARCEL 5.12
10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM QF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER PELOW).
11. ALL UNSUITABLE MATERIAL SHALL PE REMOVED FROM ANDER AND FOR
A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE RERLACED ...
WITH SAND AS SPEOIFIED IN 310 CMR 14.255;(3).'
12. THIS SITE HAS BEEN F1 4ED SINCE THE SOIL TEST WERE DONE, THE
COMPOSITION OF THE FILL IS VNKNQWN, HENCE THE OVFRDIQ.
pl 9l
�sTF�
LQCATION MAP
APPROVED: BQARD OF HEALTH
PATE AGENT
ROPOSF,,D SUTIP PEPIPN
FOR
DAVOO DUILDER"S, LLC
LOT 10 — #29 DOVE'S
WING ROAD, YARMOUTH
508•- r. U. PUA i Is
5-69Q0 SOUTH DENNIS, MASS, 0;
rE i
DFC. 3, 2410 s�ALE 1 ° — 20`
r
r -r— -�---1 JQe "q 625Q-10
SHELT OF
MOO P��