HomeMy WebLinkAbout2 Morning Drive Proposed Septic Design 2s
EmTcHvAm
TOP OF FOUNDATION
ELEV. _ 102.50 10 FT. MINIMUM
(ASSUMED
2' ABOVE HIGHT POI
3' I 4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4' PER FT.
ELEV. = 9995
ELEV. = _28.7i-
20 FT. MINIMUM FROM CELLAR__ -I
CETE
OVERS
4" SCHEDULE 40 PVC .PIPE
MIN. PITCH 1/8" PER FT.
I....... l%) -ELEV. = 98.50 LEVEL
GAS V ELEV. - �$ ]I_ 6" SU P ELEV. 98.0
BAFFLE DISTRIBUTION
ELEV. _
BOX
(TO BEPLACEDON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK
3/4" TO 1 1/2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & <SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
CLEAN SAND
.33 MAX.
ANU JLLU
2" LAYER OF
1/8" TO 1/2"
WASHED STONE VENT
100.5 MIN. NOT REQUIRED
SOIL TEST
DATE OF SOIL TEST
02
SOL TEST DONE BY -__G R. SH'Mf, E
WITNESSED BY -AAiYyM HONE ---
OBSERVATION HOLE 1 ELEV.-- X00_50 OBSERVATION HOLE 2 ELEV.=,100_00
cFarn ATInN BATF < 2 MIN-ANCH AT ___ 52-64 INCHES PERCOLATION RATE _<_ 2_ MIN./INCH AT X54=64 INCHES
DEPTH
HORIZI
TEXTURE
COLOR
MOTT.
OTHER
3'
0
LOAMY SAND
ELEV.
NO
uNSurT
9'
A
LOAMY SAND
10YR4/2
NO
SYSTEM (SAS)
33'
8
LOAMY SAND
10YR6/8
NO
EL 97.75
150'
C
FINE SAND
2.5Y7/6
NO
EL 97.25
DEPTH
HORIZI
TEXTURE
COLOR
MOTT.
OTHER
3'
0
LOAMY SAND
ELEV.
NO
uNSurT
MIW 29
SYSTEM (SAS)
B.
A
LOAMY SAND
10184/2
NO
ADJUST 21
33'
B
LOAMY SAND
10186/8
NO
EL 97.25
140"
C
FINE SAND
2.5Y7/6
NO
$LL_
CATCH BASIN t®1 DESIGN PERCOLATION RATE ' 5 M1N./IN.
GAS LINE %I� EFFLUENT LOADING RATE ' -DJA- GAL./DAY/S.F.
CLEAN OUT Co LEACHING AREA 487 SQ. FT.
CESSPOOL C.P. O LEAICHING)CAPACITY (AREA X RATE) _54_ GAL/DAY
487 X 0.74
RESERVE LEACHING CAPACITY _.,360_GAL./DAY
1 NOTES:
A % 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
/
tore AND LOT % 9c 2. ALL COVE SF TOEWASAN TARY UNITS SHALL BE BROUGHT TO
X76 / COMBINED AREA WITHIN 6" OF FINISHED GRADE.'
i; SOUTH S7R£ET 16,051.* Sr
MAP 42 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
T.O.f.=100.8' %i PARCEL 64% WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
LC. PL. 2530) 96.6` 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
'On.co4. ANY MASONRY UNITS USED T0 BRIG COVERS TO GRADE.SHALI
/i/�/�•i BE MORTARED IN PLACE. '
5. NO DETERMINATION HAS BEEN -MADE AS TO COMPLIANCE WITH
" DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT iS TO
Ss
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
GARAGEj � 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRAtTDR
f �,.6 IS TO .CALL 'OIG -SAFE" .A7 1-888-344-7233 AT LEAST 72 HOURS
c-3 _ PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
cl o C-1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
113 S� O IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
DECK
„ y, IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONE 6 _
o. C / ' �/ %: 4 9. LOT IS SHOWN ON ASSESSORS MAP -.42_ AS PARCEL
(� .I J 3 2 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
' / r' AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255. (3)
HIGH ,+ t PROPOSED `
POINT [ir► 1DWELLING /� (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
GARAGE \ `a,ar 11. MINIMUM SETBACK 308 OF (84.40+62.5)/2-23'
SEPTIC ! I
- , { ' TANK /-', '/l,.a'ilr' Yll ,/✓, / �/ ' JI �,
V W Df.t.QX 1
g`` �, __/ASs9 a, 1 ls.sdt a
{�� Y ��� npmr. �y �% APPROVED: BOARD OF .HEALTH
eu v ea�a aaeo
prt
`. E(Er�7xx-/[tl AY DRIVEW yti �eoi CIVIL
` 1 (ASSAYF�) I { <. {:� ` �i / 96.00 _/.. C NO. 2�Jjj48 YZi'd
i(5" u ere DATE a AGENT
v
1
{; 1 ;�
u �� i= . PROPOSED SEPTIC DESIGN
FOR
90.00/ z� LINDA SETHARES
VE
EE NO lo -
O p`
oy� r cj1„rNa De, •fir CRAIG R SHORT, P.R
235 GREAT WESTERN ROAD
' $ourH sT• S�� SD83 SOUTHDDENNIS, MASS.
398-8311. 02660 !
11' X 3T X 10' TRENCH FORMATIO145 g'
WATER ENCOUNTERED AT --12L- ELEV. _ - 98.5
WATER ENCOUNTERED AT _I]_-
ELEV.
SOIL ABSORPTION "
MIW 29
SYSTEM (SAS)
ZOLL
ZONE
INDEX 8.9 4 02
LEGEND:
DESIGN CALCULATIONS
ADJUST 21
EXISTING SPOT ELEVATION 00,0
NUMBER OF BEDROOMS
3
No
EXISTING CONTOUR' ----00----
GARBAGE DISPOSAL UNIT
USGS PROBABLE WATER TABLE ELEV. -:6
$LL_
FINAL SPOT ELEVATION 0 .0
TOTAL ESTIMATED FLOW
(110 GAL/8R./DAY X BR.)
_334_ GAL./DAY
OBSERVED WATER TABLE ( 5 / 01 / 02) ELEV. _
BOTTOM OF TEST HOLE ELEV. _
_890 _
FINAL CONTOUR
SOIL TEST LOCATION
_3-
REQUIRED SEPTIC TANK CAPACITY
1500 GAL.
_$_
UTILITY POLE -O
ACTUAL SIZE OF SEPTIC ,TANK
1500 GAL.
TOWN WATER -W- w
SOIL CLASSIFICATION
CATCH BASIN t®1 DESIGN PERCOLATION RATE ' 5 M1N./IN.
GAS LINE %I� EFFLUENT LOADING RATE ' -DJA- GAL./DAY/S.F.
CLEAN OUT Co LEACHING AREA 487 SQ. FT.
CESSPOOL C.P. O LEAICHING)CAPACITY (AREA X RATE) _54_ GAL/DAY
487 X 0.74
RESERVE LEACHING CAPACITY _.,360_GAL./DAY
1 NOTES:
A % 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
/
tore AND LOT % 9c 2. ALL COVE SF TOEWASAN TARY UNITS SHALL BE BROUGHT TO
X76 / COMBINED AREA WITHIN 6" OF FINISHED GRADE.'
i; SOUTH S7R£ET 16,051.* Sr
MAP 42 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
T.O.f.=100.8' %i PARCEL 64% WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
LC. PL. 2530) 96.6` 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
'On.co4. ANY MASONRY UNITS USED T0 BRIG COVERS TO GRADE.SHALI
/i/�/�•i BE MORTARED IN PLACE. '
5. NO DETERMINATION HAS BEEN -MADE AS TO COMPLIANCE WITH
" DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT iS TO
Ss
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
GARAGEj � 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRAtTDR
f �,.6 IS TO .CALL 'OIG -SAFE" .A7 1-888-344-7233 AT LEAST 72 HOURS
c-3 _ PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
cl o C-1 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
113 S� O IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
DECK
„ y, IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONE 6 _
o. C / ' �/ %: 4 9. LOT IS SHOWN ON ASSESSORS MAP -.42_ AS PARCEL
(� .I J 3 2 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM,
' / r' AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255. (3)
HIGH ,+ t PROPOSED `
POINT [ir► 1DWELLING /� (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
GARAGE \ `a,ar 11. MINIMUM SETBACK 308 OF (84.40+62.5)/2-23'
SEPTIC ! I
- , { ' TANK /-', '/l,.a'ilr' Yll ,/✓, / �/ ' JI �,
V W Df.t.QX 1
g`` �, __/ASs9 a, 1 ls.sdt a
{�� Y ��� npmr. �y �% APPROVED: BOARD OF .HEALTH
eu v ea�a aaeo
prt
`. E(Er�7xx-/[tl AY DRIVEW yti �eoi CIVIL
` 1 (ASSAYF�) I { <. {:� ` �i / 96.00 _/.. C NO. 2�Jjj48 YZi'd
i(5" u ere DATE a AGENT
v
1
{; 1 ;�
u �� i= . PROPOSED SEPTIC DESIGN
FOR
90.00/ z� LINDA SETHARES
VE
EE NO lo -
O p`
oy� r cj1„rNa De, •fir CRAIG R SHORT, P.R
235 GREAT WESTERN ROAD
' $ourH sT• S�� SD83 SOUTHDDENNIS, MASS.
398-8311. 02660 !