HomeMy WebLinkAbout132 Captain Noyes Road - Septic DesignTOP OF FOUNDATION
ELEV. - 102.20 ---N
10 FT. MINIMUM
4" CAST -IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. - 98.0_0
ELEV. 96.47 -
CONCRETE
COVERS
Z 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT. '
FLOW LINE
1 L%) 1\—ELEV. _ _95_22_ / F 11 LEVEL
1 BAFFSEV ELEV. = 95_87 J6' SUMIP ` ELEV. _ _95.70
DISTRIBUTION ELEV.
(TO BE PLACED ON FIRM BASE) BOX-95Ja-J
_ TO BE WATER TESTED
150/� 0 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
a
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
i/8' TO 1/2'
WASHED STONE
95.9514N. PNVEONTTREQUIRED
m
"101 ELEV. _ _94.87
SOIL TEST
DATE OF SOIL TEST NOV.12 2002__
SOIL TEST DONE BY SWEET5ER ENGINEERING
WITNESSED BY B G. MURPHY
OOSMVATION HOLE 1 ELEV.- 99.30 03SMVAlION HOLE 2 ELEV.- 98.70
PERCOLATION RATE _<-J2—__ MIN./INCH AT -- 56 INCHES PERCOLATION RATE -< 2_ MIN./INCH IN C HORIZON
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN z
11' X 36' X 10" TRENCH FORMATION 8.07
SOIL ABSORPTION WELL N/A NO WATER ENCOUNTERED AT —15Il- ELEV. = A6.80
ZONE
SYSTEM (SAS) INDEX
ADJUST
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
O/A
LOAMY SAND
10YR3/1
NO
ROOTS
10-33
B
LOAMY SAND
10YR7/6
SV, 4 7 ER L GAT=v'G
235 GREAT WESTERN ROAD
508— SOUTH 0. BOX
ASSN
398-3922 ,. 02660
ROOTS
33-150
C
MEDIUM SAND
2.5Y8/2
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER.
0-10
0/A
LOAMY SAND
10YR4/1
NO
ROOTS
10-31
B
LOAMY SAND
10YR6/6
SV, 4 7 ER L GAT=v'G
235 GREAT WESTERN ROAD
508— SOUTH 0. BOX
ASSN
398-3922 ,. 02660
ROOTS
31-132
C
MEDIUM SAND
2.5Y8/2
NO WATER ENCOUNTERED AT 139" ELEV, R7 -M
LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00 NUMBER OF BEDROOMS _ '1
OBSERVED WATER TABLE ( / / ) ELEV. _ EXISTING CONTOUR ----00---= GARBAGE DISPOSAL UNIT NO _
BOTTOM OF TEST HOLE ELEV. _ _$5 $Q_ FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
FINAL CONTOUR— QOM _J---� ( 110 GAL/9R./DAY X __1 X
_ BR.) 10._ GAL./DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY —22Q_ GAL.
UTILITY POLE -•o- ACTUAL SIZE OF SEPTIC TANK - _IPP -PL GAL
TOWN WATER —WSW SOIL CLASSIFICATION L_
CATCH BASIN (Im DESIGN PERCOLATION RATE !S-A— MIN./IN.
GAS LINE G EFFLUENT LOADING RATE DJ -4- GAL./DAY/S.F.
CLEAN OUT � LEACHING AREA 474.33 SQ. FT.
CESSPOOL C.P. O (1iX36)+(47X2X70/12)
OU PIXE
OYES RSA
TARN �
J
mw- loom,
(Ass¢er_.V) /
✓ / 22 pO
22 p0 '��056 0 � pOM
a pF �6�E1
LEACHING CAPACITY (AREA X RATE) ..Sk21,QQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY 351QQ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF—YA--WQQT-Ft__ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" 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 04 ZON'NG 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
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. -
B. PARCEL IS IN FLOOD ZONE _ C
9. LOT IS SHOWN ON ASSESSORS MAP —57 AS PARCEL - 214
10. LOT IS IN A ZONE OF CONTRIBUTION TO A PUBLIC WATER SUPPLY WELL.
11. DUE TO LOT SIZE, THE SEPTIC SYSTEM IS RESTRICTED TO NO MORE
THAN 110 GALLONS OF SEWAGE FLOW PER DAY.
12. A PERMANENT DEED RESTRICTION IS TO BE RECORDED AT THE
REGISTRY OF DEEDS RESTRICTING THIS PROPERTY TO ONE BEDROOM ONLY.
a
z
a
CAp1A`N yMM s ^
CAP 1A�NA d05
n
�{P1A�+ LOCUS
PROPOSED SEPTIC DESIGN
FOR
ROBERT -SABER
PROJECT LOCATION
LOT298
132 COTATIT 110YES RD, YAR1�OUiiI
SV, 4 7 ER L GAT=v'G
235 GREAT WESTERN ROAD
508— SOUTH 0. BOX
ASSN
398-3922 ,. 02660
DATE NOV , 2, 2002
SCALE n = 20'
JOB. NO. -557800
REV SED
LOCATION 'MAP
EVISED
R 11.1
SHEET 1 :OF 1