HomeMy WebLinkAbout31.41.2 - Proposed Septic Design (Copy 2)DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-10
O/A
SANDY LOAM
1 /8" TO 1/2
NO ROOTS
10-30
8
LOAMY SAND
10YR5/8
ROOTS
MAX.
C
ASHED.STONE
98.10 MAX
VENT
C.
MEDIUM SAND
3.00
ZONE
4" CAST IRON PIPE
.6
gr 85 MIN.
NOT REQUIRED
INDEX
FsHEET 1 OF
(OR EQUAL) MINIMUM
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
PITCH 1/4- PER FT.
DESIGN CALCULATIONS
4
1
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =OEXISTING
SPOT ELEVATION 00,0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
OBSERVED WATER TABLE ELEV. =
(!91
EXISTING CONTOUR ---- 00----
FLOW LINE
NOT TO
SCALE
95.10.
FINAL SPOT ELEVATION 00.
TOTAL ESTIMATED FLOW
ELEV. = 98.50
A
10"
-TVIN.
FINAL CONTOUR ---0
\_�ELEV.
.0
0-
SOIL TEST LOCATION
REQUIRED SEPTIC -TANK CAPACITY -MQ_ GAL..
OF TANK 1500 GAL.
LEVEL
P
qi�
..low
0
93*77
ACTUAL SIZE SEPTIC
ELEV.
ELEV.
98.67 6 sum P ELEV. --96—.5-0-
cly
12E c
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < MIN./IN.
ELEV.
p
BAFFLE
DISTRIBUTION
GAS LINE
EFFLUENT LOADING RATE. GAL./DAY/S.F.
LIQUID OUTLET
CLEAN OUT C.8
ELEV,
BOX -114AQ--1
4 HIGH C . APACITYE INFILTRATORSAN WITH
STONIN
• `a`
DEPTH TEE
A CCCT iA INCHES
(TO BE PLACED ON FIRM BASE)
(TO
BE WATER TESTED,
767
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-10
O/A
SANDY LOAM
10YR3/3
NO ROOTS
10-30
8
LOAMY SAND
10YR5/8
ROOTS
30-120
C
MEDIUM SAND
2.5Y7/4
C.
DEPTH
HORIZ
TEXTURE
COLOR
MOT -T.
OTHER
0-14
O/A
SANDY LOAM
10YR3/3
NO
ROOTS
14-34
B
LOAMY SAND
10YR5/8
ROOTS
34-144
C.
MEDIUM SAND
2.5Y7/4
ZONE
REVISED
OF
T. A.
o DUMAS
No. 619
APPROVED: BOARD OF HEALTH
10 a/sT
DATE
AGENT
5 FEET 19 INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
11' X 36' X 10* TRENCH FORMATION
!`� -in. .
PROJECT LOCATION
LOT 13
EXETER RoAn 'PT YARMIOUTH
6 FEET 241NCHES
7 FEET 29 INCHES
3E)
(TO BE PLACED ON FIRM BASE)
801L ABSORPTION
WELL 1`41A NO WATER
ENCOUNTERED AT 190" ELEV. 89-4
NO WATER ENCOUNTERED AT 1JA" ELEV. _11LILL
SCALE
2
8 FEET 34 INCHES
SEPTIC TANK
JOB N0. 5526-00
ZONE
REVISED
3 4" TO -1 1/2" CLEAN
SYSTEM,(SAS)
INDEX
FsHEET 1 OF
DOUBLE WASHED STONE
ADJUST
FREE OF FINES & SILT
LEGEND:
DESIGN CALCULATIONS
4
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. =OEXISTING
SPOT ELEVATION 00,0
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
OBSERVED WATER TABLE ELEV. =
(!91
EXISTING CONTOUR ---- 00----
NOT TO
SCALE
BOTTOM OF TEST HO'_E ELEV. =
FINAL SPOT ELEVATION 00.
TOTAL ESTIMATED FLOW
FINAL CONTOUR ---0
(410 GAL./BR./DAY X 4 BR.) --4-40- GAL./DAY
SOIL TEST LOCATION
REQUIRED SEPTIC -TANK CAPACITY -MQ_ GAL..
OF TANK 1500 GAL.
_r_ UTILITY POLE -0-
ACTUAL SIZE SEPTIC
TOWN WATER, —W�_W�
CATCH BASIN Im
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE < MIN./IN.
17,9.99.,
GAS LINE
EFFLUENT LOADING RATE. GAL./DAY/S.F.
CLEAN OUT C.8
LEACHING' AREA 628.33 SQ. FT.
• `a`
CESSPOOL C.P. 0
(11X48+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) A:Qla GAL./DAY
628.33 X 0.74
RESERVE LEACHING CAPACITY GAL./DAY
INOTES:
.-SOIL
TEST
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF ___YARMALTH_____ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
9_
2. ALL COVERS TO :SANITARY UNITS SHALL BE BROUGHT TO
y
f,oo,WITHIN
6* OF FINISHED GRADE.
N,
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
10Bo
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
SOIL
14
USED. UNDER OR WITHIN.10 FTi OF DRIVES OR PARKING AREAS.
4, ANY MASONARY UNITS TO BRING COVERS TO GRADE -SHALL --
TEST
-USED
5?
BE MORTARED IN PLACE.
y
t, ' HAS BEEN MADE AS T COMPUA NCE 'AITH
NO DETERM!NAT!0N 10 1,
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 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
DECK
IS TO BE BROUGHT TO THE ATTENTION Or THE DESIGN ENGINEER
PROPOSEDIMMEDIATELY
31-1
4 BEDROOM
8. PARCEL IS IN FLOOD ZONE
DWELLING
9. LOT IS SHOWN ON ASSESSORS MAP - 31 AS PARCEL _ 41 -2
OF
T. A.
o DUMAS
No. 619
APPROVED: BOARD OF HEALTH
10 a/sT
DATE
AGENT
C.-�S8\PRO,l,5526-00�dwg�5526-OO.DWG 02002 SWEETSER ENGINEERING
ROUTE 25
-2
EXETER
BROUKHILL
SILVERLEAF
PROPOSED SEPTIC DESIGN
FOR
� fN � 77
PROJECT LOCATION
LOT 13
EXETER RoAn 'PT YARMIOUTH
SMEMSM? E2Vtilt M CRUX
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
[ fnSEP 27,
SCALE
2
JOB N0. 5526-00
REVISED
LOCATION. MAP
REVISED
FsHEET 1 OF
C.-�S8\PRO,l,5526-00�dwg�5526-OO.DWG 02002 SWEETSER ENGINEERING