HomeMy WebLinkAbout113 Cranberry Lane Proposed Septic DesignTOP OF FOUNDATION
ELEV. - 117 '0 --�
O
4- CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4- PER FT.
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MIN. PITCH 1/8- PER FT.
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ELEV - 102,2 6- SU ELEV. _ /02.0
DISTRBIOBXTION �,;�
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4- TO 1 1/2r
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE \
CIO -
i i i ;ty I!f
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CLEAN SAND
DAM AND SEED
20 LAYER OF
1/8' TO 1/27
M4.Y WASHED STONE VENT
toy b NOT REQUIRED
z 1 CU. FT. OF
5 CONCRETE
IGZ a ANCHOR
o e
ELEV - EGG.7 I
HIGH CAP STONE NN ATRATORS WTH u .
11 X. 3c=x to ` TRENCH FORMAT -ON 5 WELLAL �jo WATER ENCOUNTERED AT X26`' ELEV.
SOIL ABSORPTION \Y. ZONE
SYSTEM (SAS) INDEX
ADJUST
LEGEND:
USGS PROBABLE WATER TABLE' ELEV. - EXISTING SPOT ELEVATION 00.0
OBSERVED WATER TABLE ( / / )V• - EXISTING CONTOUR ----00----
BOTTOM OF TEST HOLE. ELEV. = FINAL SPOT ELEVATION
ONTOUR
!x^It Tf clT
DATE OF SOIL TEST 2cJ, 999
SOIL TEST DONE BYSsWEETSER ENGINEERING
WITNESSED BY i ,,✓,s�
OBSERVATION HOLE 1 ELEV.- (as'b OBSERVATION HOLE 2 ELEV•-
PFRCDLATION RATE f-- y MIN.ANCH AT 7H INCHES PERCOLATION RATE `-� y MIN./INCH AT -7 MCtiES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER
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102
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FINAL C
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER —W -'—W
CATCH BASIN (®)
GAS LINE
CLEAN OUT C
CESSPOOL C.P. Q
OF
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DEPTH
HORIZ
TEXTURE
COLOR
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OTHER
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(Vo WATER ENCOUNTERED AT !�. ELEV.
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL
110 GAL/13R./DAY X ESTIMATED FLOW3 SR.) 33v GAL/DAY
REQUIRED SEPTIC TANK CAPACITY T"T GAL -
ACTUAL SIZE OF SEPTIC TANK 1600 GAL -
SOIL CLASSIFICATION _1_
DESIGN PERCOLATION RATE i0.57 MIN./IN.
EFFLUENT LOADING RATE Y 3 GAL/DAY/S.F.
CH1 G AREA SO. FT.
(7X361 f(77Y2".../ry-'/z� S./O -
LEACHING 9 7y.C3APPApCITYu(AREA X RATE) 3 GAL/DAY
RESERVE LEACHING CAPACITY 3S1 o GAL/DAY
N OTES:
1. ALL WORKMANSHIP AND MA7IAL, SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF v� RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN V OF FINISHED GRADE
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 PARKING AREAS H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTTCITHES ;riO .I. ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL -DIG-SAFE- AT 1 -OW -344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. G
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP oG AS PARCEL X 3
i
APPROVED: BOARD OF HEALTH
1 DATE AGENT
I
PROPOSED SEPTIC DESIGN
FOR /
�o •J i Tic; cJ C T7o- J
ROJJE2ECT LOCATION L c T ��
�/le.�to✓rz
SWEETSER -ENGINEERING'
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
i98-3922 SOUTH DENNIS, MASS. 0266C
DATEAyKus1-/ 7 1552 SCALE
REVISED T i`` `7 e JOB NO. C1[sZU-OO
hcro.cK '.I°99 -
LOCATION MAP REVISED I SHEET / OF 1