HomeMy WebLinkAbout88.225 - Proposed Septic SystemLIQUID OUTLET "" 6 Fl.• M. "xM ^.i TO BE WATER TESTED ^
DEPTH TEE I _
ITO B£ PLACED ON FIRM BASE) DRYWELLS WITH STONE -1N A
4 FEET 14 INCHES /7x301' WELL DESIGN CALCULATIONS
5 FEET 19 7 FEET
24 CNCHES INCHES /600 SEPTIC TANK : _> a .w TRENCH FORMATION ZONE - : NUMBER OF BEDROOMS - -'
8 FEET 34 INCHES INDEX --T— GARBAGE DISPOSAL UNIT _ -
` AOduST t TOTAL ESTIMATED FLOW
3/4- TO 1 1/2", SOIL ABSORPTION { 110 CAL/BR./DAY_X Z 8R.) CAL/DAY
CLEAN DOUBLE'
WASHED STONE SYSTEM (SAS) .-�✓ REQUIRED SEPTIC TANKCAPACITYL GAL.
FREE OF FINES AND SILTS (� { ACTUAL SIZE OF SEPTIC TANK ? GAL
a SOIL CLASSIFICATION
SEWAGE DISPOSAL SYSTEM PROFILE DESIGN PERCOLATION RATE 5j— MIN,/IN.
1- .✓ �� EFFLUENT LOADING RATE - _ ?��> CAI./DAY/S.F.
USCS PROBABLE WATER TABLE ELEV.- s LEACHING AREA 4>hD SQ. FT:
NOT TO SCALE
OBSERVED WATER TABLE { - J / ) ELEV.. �` `
LEACHING CAPACITY JAREA X RATE) 2j�`GALL/DAY
BOTTOM OF T:.ST HOLE ELEV.= Z.-\ f'"
E'
RESERVE LEACHING CAPACITY - Efj* GAG/DAY
%%. - S V'Pnn 04N [G -
kro c5zr sre_V r7,2 z NOTES:
1. ALL WORKMANSHIP. AND MATE SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF1111�� RULES AND,
REGULATIONS FOR THE:SUBSu FACE DISPOSAL.-OFSEWAGE. -
:.� JAN, I. 9.2006 2. ALL COVERS TO SANITARY UNITS. SHALL 86E BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
HEALTH DEPT. .. - _ 3. ALL COMPONENTS. OF THE SANITARY SYSTEM SHALL BE .CAPABLE OF -
�'� WITHSTANDING I
10 FT. OFDRIVESORLPARKING, AREAS. H 20 LOADING SHALL BEEN
{'
'., - -,._•_ _ WITHIN 70 fT -0F DRI 0 USED -UNDER R WI tN ES OR PARKING AREAS.
V
4: ANY M4SO^:ARYaa-TS USED TO SPIN,-, COVERS TO CRAVE SHAT_
/.. C GTL,
a9 •T
40
x�
B_ MORTARED IN PLA .
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE -WITH
DEEDED OR ZONING 'REGULATIONS. OWNER / APPLICANT -1S TO
OBTAIN SUCH DETERMINATION' FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-886-34,1-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK'ON SITE.
7. CONTRACTOR 15 TO VERIFY GRADES ANDELEVATIONSAS WELL AS
SITE CONDITIONS PRIOR TO COMMENCINGWORKON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. -
8. PARCEL 1S IN FLOOD ZONE u
/ 9. LOT 15 SHOWN ON ASSESSORS MAPA.!mm':]2 AS PARCEL 22
10. EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED,
CU"pw+ 4b
ChW 0(Pa4!r4,, bf4`1 '
�b8 '- 318-2,11(a
APPROVED: BOARD OF HEALTH
DATE
AGENT
` PROPOSED SEPTIC DESIGN
FOR
I , ,
PROJECT LOCATION ! / �, `
67
•e. �YJ lir `i
TAPCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
=1 (508) 385-2425
I �
le�
y DATE
_ Imo° S. a ���2f/v� � 1 = : •�, �.
REVIS_D JOB NO,
REV SED
I ��L,OCATION MAP II � SHEET OF -
w
# •_..
,: '
,.: y ;, : -.�. . :'
.
SOIL TEST DONE
By NCHMARK,
20 FT. MINIMUM FROM FotlNaATION •.. :
. ,.
.'- ,
WITNESSED ;BY
'
TOP: OF FOUNDATION
_ :::HOLE':
OBSERVATION 'IV.
10 FT. MINtMUM FROM SLAB OR.CRNWL SPACE
ECFV. .100.00
10 FT. MiNIMU,I
;' ; _, .. :. .-
-
'' lo�
PERCOLATION RATE MIN,/INCH AT INCHES
(ASSUM£D)
�..,,. _
LE'END: :
DEPTH
HORIZ
TEXTURE
CDLDR
#OTT.
OTHER -
CONCRE COVERS
L _ r ..
1^..^.,:,, .• . ^ n, o,m, ,
%
n.:r .
f1l ` ^`
STI. �' -SPOT ELEVATION .. GONG
�' u
c
LIQUID OUTLET "" 6 Fl.• M. "xM ^.i TO BE WATER TESTED ^
DEPTH TEE I _
ITO B£ PLACED ON FIRM BASE) DRYWELLS WITH STONE -1N A
4 FEET 14 INCHES /7x301' WELL DESIGN CALCULATIONS
5 FEET 19 7 FEET
24 CNCHES INCHES /600 SEPTIC TANK : _> a .w TRENCH FORMATION ZONE - : NUMBER OF BEDROOMS - -'
8 FEET 34 INCHES INDEX --T— GARBAGE DISPOSAL UNIT _ -
` AOduST t TOTAL ESTIMATED FLOW
3/4- TO 1 1/2", SOIL ABSORPTION { 110 CAL/BR./DAY_X Z 8R.) CAL/DAY
CLEAN DOUBLE'
WASHED STONE SYSTEM (SAS) .-�✓ REQUIRED SEPTIC TANKCAPACITYL GAL.
FREE OF FINES AND SILTS (� { ACTUAL SIZE OF SEPTIC TANK ? GAL
a SOIL CLASSIFICATION
SEWAGE DISPOSAL SYSTEM PROFILE DESIGN PERCOLATION RATE 5j— MIN,/IN.
1- .✓ �� EFFLUENT LOADING RATE - _ ?��> CAI./DAY/S.F.
USCS PROBABLE WATER TABLE ELEV.- s LEACHING AREA 4>hD SQ. FT:
NOT TO SCALE
OBSERVED WATER TABLE { - J / ) ELEV.. �` `
LEACHING CAPACITY JAREA X RATE) 2j�`GALL/DAY
BOTTOM OF T:.ST HOLE ELEV.= Z.-\ f'"
E'
RESERVE LEACHING CAPACITY - Efj* GAG/DAY
%%. - S V'Pnn 04N [G -
kro c5zr sre_V r7,2 z NOTES:
1. ALL WORKMANSHIP. AND MATE SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF1111�� RULES AND,
REGULATIONS FOR THE:SUBSu FACE DISPOSAL.-OFSEWAGE. -
:.� JAN, I. 9.2006 2. ALL COVERS TO SANITARY UNITS. SHALL 86E BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
HEALTH DEPT. .. - _ 3. ALL COMPONENTS. OF THE SANITARY SYSTEM SHALL BE .CAPABLE OF -
�'� WITHSTANDING I
10 FT. OFDRIVESORLPARKING, AREAS. H 20 LOADING SHALL BEEN
{'
'., - -,._•_ _ WITHIN 70 fT -0F DRI 0 USED -UNDER R WI tN ES OR PARKING AREAS.
V
4: ANY M4SO^:ARYaa-TS USED TO SPIN,-, COVERS TO CRAVE SHAT_
/.. C GTL,
a9 •T
40
x�
B_ MORTARED IN PLA .
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE -WITH
DEEDED OR ZONING 'REGULATIONS. OWNER / APPLICANT -1S TO
OBTAIN SUCH DETERMINATION' FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-886-34,1-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK'ON SITE.
7. CONTRACTOR 15 TO VERIFY GRADES ANDELEVATIONSAS WELL AS
SITE CONDITIONS PRIOR TO COMMENCINGWORKON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. -
8. PARCEL 1S IN FLOOD ZONE u
/ 9. LOT 15 SHOWN ON ASSESSORS MAPA.!mm':]2 AS PARCEL 22
10. EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED,
CU"pw+ 4b
ChW 0(Pa4!r4,, bf4`1 '
�b8 '- 318-2,11(a
APPROVED: BOARD OF HEALTH
DATE
AGENT
` PROPOSED SEPTIC DESIGN
FOR
I , ,
PROJECT LOCATION ! / �, `
67
•e. �YJ lir `i
TAPCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
=1 (508) 385-2425
I �
le�
y DATE
_ Imo° S. a ���2f/v� � 1 = : •�, �.
REVIS_D JOB NO,
REV SED
I ��L,OCATION MAP II � SHEET OF -