HomeMy WebLinkAbout42 Captain Ryder Road - Septic Design00,80 MAX. OR FILTER FABRIC VENT
&DO 4" OAST IRON PIPE " " 98.55 MIN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4PER FT.FLOW TEE
LEVELERS
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. - OTHER
0-11"
A/E
LOAMY SAND
10YR5/3
NO ROOTS
11-37'.
B
LOAMY SAND
10YR7/6
ROOTS
37-132"
C
MEDIUM SAND
2.5Y7/4
FLOW UNE 97.00 ° NO WATER ENCOUNTERED AT 132 ELEV... 89.3
ELEV. = 98.j0 _ -TVIN. : _ _ - - # .
Ev. _ 97.6o py D" ' ' < 'OBSERVATION HOLE 2 : ELEv.= 100.3
LEVEL e , e 10' ° ELEV = 96.47 � - -
DEPTH
HOR12
TEXTURE :
ELEV. s �L•
GAS
ELEV. .
X17.47 5' MP ELEV.Ll
LOAMY SAND
10YR5/3
NO . . ROOTS
9-32"
6
LOAMY SAND.
t0YR7/6
BAFFLE
32-162`
DISTRIBUTION
MEDIUM SAND,
2.5Y7/4 ,
►-
'
1
BOX
ELEV. _
$9Z.�S�_
2 NIGH CAPACITY INFILTRATORS N1TH
STONE IN AN
LIQUID OUTLET
.
c
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
r
Z�
z
.67
4 FEET 14 INCHES
DEPTH
HOR12
TEXTURE :
COLOR
MOTT,. -' OTHER
0-9"
A/E
LOAMY SAND
10YR5/3
NO . . ROOTS
9-32"
6
LOAMY SAND.
t0YR7/6
ROOTS
32-162`
C
MEDIUM SAND,
2.5Y7/4 ,
5 FEET 19 INCHES r' IF MORE THAN ONE OUTLET 11 %d8' X 10 TRENCH FORiAitON
6 FEET 24 INCHES 1500 GALLON QbT iq NO WATER ENCOUNTERED AT _ �6Y ELEV. _ 86.8
7 FEET 29 INCHES �+ T T (TO BE PLACED ON FIRM BASE) SOIL ABSOR 1 }ON ZONE
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2' CLEAN INDEX �,t ry�
DOUBLE WASHED STONE SYSTEM (SAS) ADJUST DESIGN CALCULATIONS
IONS
FREE OF FINES do SILT NUMBER OF BEDROOMS 1
GARBAGE DISPOSAL UNITE`.,
SYSTEM
USGS PROBABLE WATER TABLE ELEV.ESTIMATED FLOW.
TOTAL ESTIMAFLOW.
SESEWAGEGE DISPOSAL TEM PROLE OBSERVED WATER TABLE.( / / ) ELEV. _ ( 110 GAL/eR.f)AY X ..1�, 8R.) _J10-GAL/DAY
NOT TO SCC T JALE BOTTOM OF TEST HOLE ELEV. _$ REQUIRED SEPTIC TANK CAPACITY -.920-'GAL
ACTUAL SIZE OF -SEPTIC .TANK 500 GAL-
SOIL
AL SOIL CLASSIFICATION 1'
DESIGN PERCOLATION RATE M1N./IN.
.EFFLUENT LOADING RATE � 74_ GAL/DAY/S.F.
LEACHING AREA 2§1-09 SO. FT.
(11 Xt 8)+(39X2X10)2)
LEACHING CAPACITY (AREA X RATE) .19f&7'�GAL./bAY
283.00 X 0.74
_ RESERVE 'LEACHING CAPACITY 1�f $i GAL/DAY
NOTES:
I. ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
- TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT ?0
WITHIN 6" OF.FtNISHED GRADE. '
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE"CAPABLE OF
D• WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
BOX 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL 13E
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
t:101: 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE 'SHALL
BE MORTARED 1N PLACE.
^: 5.1 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
j DEEDED flR, ZONING REGULATIONS. CWNER J APPLICANT IS TL?
FPC A. r "C,:=;?^IS'E Ail THCRITY:-..
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR `
1 IS TO,CAIL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
OR T C WOR
PRI 0 COMMENCING K ON SITE. ,
7. CONTRACTOR IS TO VERIFY,GRADES AND -ELEVATIONS AS WELL AS
�OS.Z-' {.} SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
\�J 100.5 \,;J
' • IS TO BE BROUGHT TO THE, ATTENTION OF THE DESIGN ENGINEER
13.35 IMMEDIATELY.
1500 GALLON r t 8. PARCEL IS IN FLOOD ZONE O '
i
SOIL SEPTIC TANK r $. LOT IS SHOWN ON ASSESSORS' MAP - y7 AS PARCEL '112
TEST 2 0 23 .5, � Af , # A/ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER:ANO
-�+- o fg /f ta14 ,- .4,+ _ t? FOR A MINIMUM OF S° AROUND SOIL ABSORPTION SYSTEM AND 8E l
1 0 a 'l :r' * ,i REPLACED: WITH MATERIAL AS SPECIFIED IN 310 CMR
py_` ! : :k 11. A DEED RESTRICTION UMMNG.THE SEPTIC FLOW. TO NO MORE THAN
LNG Y� till I*L i j '' a A SINGLE BEDROOM FLOW IS :TO BE RECORDED AT REGISTRY OF DEEDS.
17.3 PROPOSED DWELL a ,�YeBEDROOM ONLY � 100.3r'. � :J1E' '�• Sir,
100.5 t
game%tF.'F:eaith Department
PD vE� APPROVED: `BOARD OF HEALTH? -7L Date
100.4 .. 100.3
HATE AGENT '
PROPOSED SEPTIC 'DESIGIT
s EOR
. 99.7 / 000>-
( L =109.59 9�
A �_� 99.7 OLQ TOWN HOUSE QL DAVEN VR1 `Bunj)ING :co
41 ... ��.,
100.0 ROAD 42 CAPTAIPd 'RYDER RD., LOT 94
- 42 GAPTlAN RyDER UTH,S
99.3 SOViL� fi2LiJ, S.'.
vac• n+a �'
tamnow low, �
203 SETUCKET ROAD
508- P. 0. BOX 713
CAL
SOUTH DENNIS, MASS '
LEGEND: WAID MMER T� ZOL"U.. 385-6900 02660
EXISTING SPOT ELEVATION 00■0 hh
EXISTING CONTOUR ---=00---- V DATE JULY E7, '2012',SCALE .1 f1 = 20 -
JULY
FINAL SPOT ELEVATION
FINAL CONTOUR- --_{ - CAPT RYDER
SOIL TEST LOCATION CAPT. SMALL
UTILITY POLE ^0- REV. J08 N0. 7153-00
GAS WATER -W�.�W
TOWN W ASIN k®�--
' CATCH 8 4
CLEAN OUT C.d. LOCATION MAP REV. " SHEET 1 OF,'- I
CESSPOOL. C.P. Q
C.• S8 PROJ 7153-00 5*V 7753 -SAS. DRV ,0 2017 SWEETSER ENGINEERINGI-