HomeMy WebLinkAbout44 Captain Wright Road - Septic DesignTOP OF FOUNDATION
ELEV. � 100.00
(ASSUMED)
-N—
nr
4" CAST IRON PIPE
PITCHQ1/4 PERIMUFTM
-ELEV. 97.5
ELEV. - _6.__0_
1
10 FT. MINIMUM FROM SLAtl
UK % IKAM xn"
TEXTURE
CLEAN SAND
MOTT.
CONCRETE
COVERS
0 13
A/P
LOAM AND SEED
IOYR 2/I
NO
4" SCHEDULE 40 PVC PIPE
13 24
B
LOAMY SARD
IOYR 5/8
MIN. PITCH 1/8' PER FT.
SOIL CLASSIFICATION
2" LAYER OF
C
MED/FINE
OYR 6/6
1/8" TO 1/2'
102 121
C2
FINE SANG
2.5 Y 7/
97.5 WASHED STONE
VENT
NOTES:
1. ALL WORKM NSHIP AND MATE CONFORM TO O.E.P.
TITLE 5 AND THE TOWN OF --YARMOUTH RULES AND.
NOT REQUIRED
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
=
v�THSTANDING N-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
1 CU. FT. OF
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
LEGEND:
a ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
EXISTING SPOT ELEVATION 00.0
5 NO DETERMINATION HAS BEEN MADE AS TO COMPUAN,;i »v'--
cvrc+».r ...r+TrkIo _ z,._
_..:_
CONCRETE
.ti... i- c .<
.. l� „ •1.'!Nih. ;..y. rR,",au ar.L*'.;;DRIATE AUTHORITY. ,
FINAL CONIQUR--------
FLOW LINE
SOIL TEST LOCATION
IS TO CALL �'OIG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
UTILITY POLE -O-
PRIOR TO COMMENCING WORK ON SITE,
95.6
7, CG'+TRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
ANCHOR
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
10'
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
CLEAN OUT Cf
IMMEDIATELY.
CESSPOOL C.P. Q
B. PARCEL IS IN FLOOD ZONE _ C
0 0 000 0 0130130
9. lGT IS SHOWN ON -ASSESSORS -MAP•_._._-_ AS -PARCEL
-;MIN.
'--ELEV.
7 5.ZZ
= 9LEVEL
e °
°
❑00000000013
,
e
o
GAS
95.5 6' SUMP 95.3
ELEV. _ _—_ ELEV' _
o
°
❑ E7 J C70 O C7 0 130 0
BAFFLE
DISTRIBUTION,ELEV. -
/
° o,°
❑00000000130
°°•
°
- V r1TESTED
e e
e •
ELEV.
_• ..1_
(TO BE PLACED ON FIRM BASE)
_-9--
TO 84 OR
3 500 GALLON GALLEYS WITH
STONE IN AN
GALLON
IF MORE KHAN ONE OUTLET
'Y.
i
2
5.6'
WELL N/A
.SOD
(TO BE PLACED ON FIRM BASE)
10 X 30 X TRENCH FORMATION
A ��
�pZONE
SEPTIC TANK
3/4' TO 1 1/2" CLEAN
SOIL ABSORPTION
INDEX
DOUBLE WASHED STONE
FREE OF FINES k SILT
SYST SAS
J 1 J
ADJUST
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. -
OBSERVED WATER TABLE ( / / ) ELEV. _
N/A
° NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. _
875
,
98 A
75, .. „
"PROF
j
DECK E
99' 2 GARAGE I6 X 16
J 97.71 S ! kESERVE
y g17�DR1� ,L-_
♦ -PROP K 33'4
-- ADDITION 1
-� I6 X 24
I
i r 15p0 GST
Ia O'L--
�' EXIS?LNG j �i
l 3 BR
52'
I ,
a ?,,
j�j 9ba 1
5c .'
cc
O A .
�O A
11 5 5 v,
+ '3
1
e
5C'
,
SOIL TEST
8,27,02
DATE of SOIL TEST
SOIL TEST DONE BY TED DUMAS
WITNESSED BY L_ MULKEEN
OBSERVATION HOLE 1 ELEv.- 97.5
PERCOLATION RATE < 2 MIN./INCH AT -3§_— INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0 13
A/P
LOAMY SAND
IOYR 2/I
NO
(110 GAl!/BR./DAY X GAL./DAY
13 24
B
LOAMY SARD
IOYR 5/8
SOIL CLASSIFICATION
I24 10
C
MED/FINE
OYR 6/6
10% COBBLE
102 121
C2
FINE SANG
2.5 Y 7/
RESERVE LEACHING CAPAGTY 340_4 GAL./DAY
OF AfAs �+
.t o=ate SFSY
Io °o �,q N APPROVED: BOARD OF HEALTH
A 7ARI PN —
/1DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
GEORGE AND CATHERINE CONLON
CAPTAIN SNIVERICK PROD: I
41114 UPTAW WRIGHT ROAD
O CAPTAIN B SSE I
• � LOCUS _
CAP ` R w TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
�; I •� � o (508) 385-2425 '
Ii `I V DATE 9',10 SCALE 1n = 20 2599
7
uI REVISED � JOB N0.
PROPOS 0 ADDRIOR / D£CK
LOCATION MAP REVISED SHEET 1
NO WADER ENCOUNTERED AT 120.• ELEV. _ _87.5
DESIGN � CALCULATIONS
•
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT NO DESIGN
T07h1 ESTIMATED FLOW
3
•
(110 GAl!/BR./DAY X GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
AC1UhL SIZE OF SEPTIC TANK T __ GAL
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE 0.7 GAL./DAY/S.F.
LEACHING AREA �6�_ 50. FL
10 X 30 20 • 60 X 2 340.4
LEACHING CAPACITY (AREA X RATE) _— GAL./DAY
RESERVE LEACHING CAPAGTY 340_4 GAL./DAY
NOTES:
1. ALL WORKM NSHIP AND MATE CONFORM TO O.E.P.
TITLE 5 AND THE TOWN OF --YARMOUTH 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
v�THSTANDING N-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
LEGEND:
a ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
EXISTING SPOT ELEVATION 00.0
5 NO DETERMINATION HAS BEEN MADE AS TO COMPUAN,;i »v'--
cvrc+».r ...r+TrkIo _ z,._
_..:_
wfCL1LAT10N5 OWNER / APPLICANT IS TO I
.ti... i- c .<
.. l� „ •1.'!Nih. ;..y. rR,",au ar.L*'.;;DRIATE AUTHORITY. ,
FINAL CONIQUR--------
Otr-ARE APPROA+MATE Uittt, EXL'A�AAON CONTRACTOR
v; ES�SHOGAS
SOIL TEST LOCATION
IS TO CALL �'OIG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
UTILITY POLE -O-
PRIOR TO COMMENCING WORK ON SITE,
TOWN WATER —w W
7, CG'+TRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
CATCH BASIN
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
LINE
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
CLEAN OUT Cf
IMMEDIATELY.
CESSPOOL C.P. Q
B. PARCEL IS IN FLOOD ZONE _ C
9. lGT IS SHOWN ON -ASSESSORS -MAP•_._._-_ AS -PARCEL
OF AfAs �+
.t o=ate SFSY
Io °o �,q N APPROVED: BOARD OF HEALTH
A 7ARI PN —
/1DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
GEORGE AND CATHERINE CONLON
CAPTAIN SNIVERICK PROD: I
41114 UPTAW WRIGHT ROAD
O CAPTAIN B SSE I
• � LOCUS _
CAP ` R w TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
�; I •� � o (508) 385-2425 '
Ii `I V DATE 9',10 SCALE 1n = 20 2599
7
uI REVISED � JOB N0.
PROPOS 0 ADDRIOR / D£CK
LOCATION MAP REVISED SHEET 1
OF