HomeMy WebLinkAboutEngineered Plan - 2002BENCMIM
TOP OF FOUNDATION
ELEV. = 100.00 _ -
(ASSUMED)
G,
LIQUID
D FLEET
5 FEET
6 FEET
7 FEET
8 FEET
-N -
FLOW LINE
COLOR
X'`_
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT,
6 MA
4" CAST IRON PIPE6 MAX
(ORPIT EQUAL) MINIMUM
PITCH 1/4" PER FT.
r_jNAY
W.
GUN
CLEAN SAND -
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
MAX. 991 WASHED STONE VENT
MIN. NOT REQUIRED
Z 1 CU. FT. OF
CONCRETE
981 a, ANCHOR
CAPACITYELEV. 94,7
INFILTRATORS WITH
% HIGH S10NE IN AN
II X 46' TRENCH FORMATION
SOIL ABSORPTION WELL N/A
ZONE
SYSTEM! (SAS) INDEX
ADJUST
USGS PRCBABLE WATER TABLE ELEV. = N lF;_
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. =
¢g f S.F.
SOIL TEST 2i5_/02
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY _. MURf_'}iY
OBSERVATION HOLE 1 ELEV.=_ g°•�
PERCOLATION RATE _ < _ MIN./INCH AT 64 INCHES
DEPTH HORIZ
FLOW LINE
COLOR
ELEV. _ _ 97.0_
10"
_T MIN.
0 30 Fit -L
96.2
4
NUMBER OF BEDROOMS _
1
ELEV. =
2'0"
LEVEL
ELEV. = 96.5
_
'OYR 6✓6
GAS ELEV. _
96.0 6" SUMP 95.8
ELEV. _ 5.8 -
45 132 C2
MEDIUM SAND
_._
BAFFLE
BAFFLE
REQUIRED SEPTIC TANK CAPACITY GAL.
=
PROJ: MAI�i �9lt E
33 G U W71
ELEV. _
OUTLET TFF
SOIL CLASSIFICATION I__
BOX
14 INCHES
(TO BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
IINCHES
1500 GALLON
IF MORE THAN ONE OUTLET
24 NCHES
29 34 SEPTIC
SCALE 12
TANK
(TO BE PLACED ON FIRM BASE)
INCHES
444.7
LEACHING CAPACITY (AREA X RATE) GAL./DAY
3/4" TO 1 1/2" CLEAN
RESERVE LEACHING CAPAC,T1Y��`�''`_ GAL./DAY
DOUBLE WASHED STONE
NOTES:
I JOB N0. 247 ;"
FREE OF FINES & SILT
SEWAGE
DISPOSAL SYSTEM
PROFILE
REGULATIONS FOR THE SuBSURFACEDDISPOSAL OF SEWAGE.
NOT TO SCALE
LOCATION MAP
r_jNAY
W.
GUN
CLEAN SAND -
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
MAX. 991 WASHED STONE VENT
MIN. NOT REQUIRED
Z 1 CU. FT. OF
CONCRETE
981 a, ANCHOR
CAPACITYELEV. 94,7
INFILTRATORS WITH
% HIGH S10NE IN AN
II X 46' TRENCH FORMATION
SOIL ABSORPTION WELL N/A
ZONE
SYSTEM! (SAS) INDEX
ADJUST
USGS PRCBABLE WATER TABLE ELEV. = N lF;_
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. =
¢g f S.F.
SOIL TEST 2i5_/02
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY _. MURf_'}iY
OBSERVATION HOLE 1 ELEV.=_ g°•�
PERCOLATION RATE _ < _ MIN./INCH AT 64 INCHES
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
0 30 Fit -L
4
NUMBER OF BEDROOMS _
FOR
30 45 Cl
COARSE SAND
'OYR 6✓6
TOTAL ESTIMATED FLOW
30% COBBLES
45 132 C2
MEDIUM SAND
IOYR 7/4
REQUIRED SEPTIC TANK CAPACITY GAL.
=
HOFM4Ss4 I:DUMAS
ITW
APPROVED: BOARD OF HEALTH
-3 // z7 z --
DATE
DATE AGENT
NO WATER ENCOUNTERED AT _ {''__ ELEV. = _ 88_3-_
PROPOS2D SEPTIC DESIGN
DESIGN CALCULATIONS
4
NUMBER OF BEDROOMS _
FOR
GARBAGE DISPOSAL UNIT NO DESIGN
-
EDWARD .
TOTAL ESTIMATED FLOW
( 110 GAL/13R./DAY X 4 BR.) 440 GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
=
PROJ: MAI�i �9lt E
33 G U W71
ACTUAL SIZE OF SEPTIC TANK r'Q GAL.
SOIL CLASSIFICATION I__
TADCO ENVIRRIMENTAL CONSULTANTS
DESIGN PERCOLATION RATE <_5__ MIN./IN.
"" -�---�
t
EFFLUENT LOADING RAl 4 GAL./DAY/S.F.
2/06
LEACHING AREA 60-1_ SQ. FT.
SCALE 12
11 X 46 + 57X 2 X 10 + 12
444.7
LEACHING CAPACITY (AREA X RATE) GAL./DAY
RESERVE LEACHING CAPAC,T1Y��`�''`_ GAL./DAY
REVISED
NOTES:
I JOB N0. 247 ;"
1. ALL WORKMANSHIP AND MATERIAI c SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _ YAlM0U -H --__ RULES AND
REGULATIONS FOR THE SuBSURFACEDDISPOSAL OF SEWAGE.
LOCATION MAP
2. ALL COVERS TO SANIT,-..<Y UNITS SHALL BE BROUGHT TO
1 OF 1
WITHIN 6" OF FINISHED C;:ADE.
3. ALL COMPONENTS OF, THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PAkKING AREAS, H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
LEGEND'_,__ -_7-----__-_-_-____4-
ANY,MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
EXISTING SPOT ELEVATION 00,0
Bf F.AOR TARED IN PLACE.
EXISTING CONTOUR ----00 ---
5• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
FINAL SPOT ELEVATION 00.
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
FINAL CONTOUR 0
OBTAIN SUCH DETERMIN 110N FROM APPROPRIATE AUTHORITY.
SOIL TEST LOCATION ®
6. UTILITIES SHOWN ARE r., .'ROXIMATE ONLY, EXCAVATION CONTRACTOR
"DIG
UTILITY POLE -0--
IS TO CALL -SAFE" F,T 1-888-344-7233 AT LEAST 72 HOURS
TOWN WATER —W W
PRIOR TO COMMENCING V'ORK ON SITE.
\
CATCH BASIN®�
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
'
GAS LINE G
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
CLEAN OUT C.O.
IS TO BE BROUGHT TO Tr1� ATTENTION OF THE DESIGN ENGINEER
CESSPOOL C.P. O
IMMEDIATELY,
8. PARCEL IS IN FLOOD ZONE ___C�_
9. LOT IS SHOWN ON ASSE`..::ORS MAP _ AS PARCEL
HOFM4Ss4 I:DUMAS
ITW
APPROVED: BOARD OF HEALTH
-3 // z7 z --
DATE
DATE AGENT
C.' �S8),PROJj2271-00 �d.,,712271-00.DWG
0 T.A. DUMAS
PROPOS2D SEPTIC DESIGN
FOR
EDWARD .
�t.0 7F/3F
PROJ: MAI�i �9lt E
33 G U W71
TADCO ENVIRRIMENTAL CONSULTANTS
"" -�---�
t
26 COMPASS b,NE, DENNIS, MA 02638
(50c) 385-2425
2/06
SCALE 12
REVISED
I JOB N0. 247 ;"
LOCATION MAP
REVISED
I IFSHEET
1 OF 1
C.' �S8),PROJj2271-00 �d.,,712271-00.DWG
0 T.A. DUMAS