HomeMy WebLinkAbout134.43.1 - Proposed Septic DesignSOIL TEST
DATE OF SOIL TEST APRIL 15 2C04 `_
SOIL TEST DONE BY SFk TSER EENGINEERING
WITNESSED BY _I, -_QPHFRTY __y_-_
03SMAMON HOLE 1 ELEV.=-88.80 03SMA1101 HOLE 2 ELEV.=_ 89.30
PERCOLATION RATE <, 2- MIN./INCH IN C2 HORIZON PERCOLATION RATE _< 2- MIN./!NCH AT 75 _ INCHES
DEPTH HORiZi TEXTURE
COLOR
MOTT.
OTHER
0-17 A LOAMY SAND
10YR5/3
10YR5/3
10 FT. MINIMUM FROM SLAB OR
17-29 B LOAMY SAND
10YR4/6
10YR4/6
29-50 Cl LOAMY SAND
10YR5/8
2.5YS/4
50-120 C2 FINE SAND
2.5Y6/4
2.5Y6/6
zii
DEPTH
HOR Z TEXTURE
COLOR M0TT.
OTHER
0-10
A LOAMY SAND
10YR5/3
10 FT. MINIMUM FROM SLAB OR
10-27
B LOAMY SAND
10YR4/6
27-52
Cl SANDY LOAM
2.5YS/4
52-120
C2 FINE SAND
2.5Y6/6
TOP OF FOUNDATION
l'
20 FT. MINIMUM FROM
CELLAR
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR
CRAWL SPACE
ELEV. a E^a.00
-
-
235 GREAT W''ESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH _DENNIS, MASS. 02660
CLEAN SAND
DATE JULY 22, 2004
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FL
INSPECTION PORT
LOAM AND SEED
LAYER '
"
REVISED A?�i
,�A � �
ha''.t � 1 0r 1
1
1/8" TO 1J2"
18.50
4" CAST IRON PIPE
MA A
" MAX.
WASHED STONE
89.80 VAX
(OR EQUAL) MINIMUM
87.551d1N. NOTREQUIRED
SLAB ELEV. _8B.50
- ---
PITCH 1J4" PER FT.
z
FLOW LINE
92y/-��•'� 132'00.4
BR.80 0
ELEV.
10"
1 M!N_
T
ELEV.
a p 0
o
ELEV. _ _87.25 _
ELEV.
_87-� E
- L VEL
_ P
6" SUp. E/L�EtV.�
= E9.3D_
' .
o l , � ` ti � -i a 10 ELEV. = 85.47
----
LIQUID
0«LET
BAFFLE
_
_65.47
DISTRIBUT10N
�
ELEV.
4 FEET
14 INCHES
- I
---�
BOA
Bt�t,-iO
5 FEET 19 INCHES TO BE PLACED ON FIRM BASE - - ETON CAPAC/7YfflL7RA7ORS V7H STONE z
6 FELT 24 INCHES ( ) TO BE WATER TESTED ,67
7 FEET 29 INCHES IN AN 1
NO WATER ENCOUNTERED AT _ F0 _120"- ELEV. _ __.7A NO WATER ENCOUNTERED AT �_12D _ ELEV. _ 20.10. 8 FEET 34 INCHES 1500 GALLON IF MORE THAN ONE OUTLET 1' X 4n' X 10_ 74ENCN FORMA /708
A��rr� (TO BE PLACED ON FIRM BASE) SOIL SSD! �T10 WELL IN A
SEPTIC !` N1 L 1 I A ZONE
3/4" TO 1 1/2" CLEAN S I JT�f'•3 (ShiS, INDEX
/ DOUBLE WASHED STONE ADJUST
FREE OF FINES & SILT
/ SYSTEM
t� pry [^ USGS PROBABLE WATER TABLE ELEV. _ -___
SELVAGE DI 0 L S STEM PROFILE 07SERVED WATER TABLE ( / / ) ELEV. =
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. =
• z.s DESIGN CALCULA11ONS
\ / R NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT NO
23 ��r•/"°'^� \ l M / TOTAL ESTIMATED FLOW - -
N 9 ` r 1 110 CAL/BR./DAY X �' _ BR.
10. ALL ,_.SUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND (_ 0._ GAL./DAY
A7 11UNIIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REQUIRED SEPTIC TANK CAPACITY --Cr - GAL,
REPLACED WTH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
1 X11. A NEGATIVE GRADE OF 3/4" PER FOOT AWAY FROM THE FOUNDATION SOIL CLASSIFICATION I-
_ v / SHALL BE MAINTAINED FOR A MINIMUM OF 15'. DESIGN PERCOLATION RATE <3__ MIN./IN.
R 12. A VARIANCE OF 7.2' IS REQUIRED FOR THE TOP OF FOUNDATION TO EFFLUENT LOADING RATE --0,7-4- GAL./DAY/S.F.
\ N BE LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. LEACHING AREA 626.33 SQ. FT.
(11x46)+(59xvno/12)
`l Q LEACHING CAPACITY (AREA X RATE) X148 GAL./DAY
LOT 28 / J J 625.33 X 0.74
ytc U - / RESERVE LEACHING CAPACITY ,583.4@ GAL:/DAY
40,107.6 f S. F. / / �- cD ' 44. 3' - M
90.8 '
1500 OA SNS ' pR0ED1.1G r w
MOTES:
SEPT,�LLINI M I I 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
88.E t TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
91.8 \- - - - - _ - I M ✓ / ' THE SUBSURFACE DISPOSAL OF SEWAGE.
g9, �O ,. C9p)- ti 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
l gg. / �. I l�N / - ,, WTHIN 6" OF FINISHED GRADE.
8 / /_ l ' ___ /,• 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
W'IHSTANUING H-10 LOADING UNLESS THEY ARE U J?ER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOACtNG.SNALL BE
// / ' I , USED UNDER OR WITWN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
: j �fJ BE MORTARED IN PLACE.
0.2 /�! / / / / 1 1'- 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE. WITH -
\ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
96.9 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
54.16 /' ` i+� 1 X / IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
/ DBC _ / / - / PRIOR TO COMMENCING WORK ON SITE..
ESOT 1 `, ; / / „� - `-t 7. CONTRACTOR IS TIS O VERIFY GRADES AND ELEVATIONS AS WELL AS
T
J SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
\
mo IMMEDIATELY.
\ mo. ` / / ` / 96. t ( 8. PARCEL IS IN FLOOD ZONE C
\ 89.5 ` / / l 134_ 43..
\ ` ✓ " 9. LOT IS SHOWN ON ASSESSORS MAP _ AS PARCEL
s \ 1(�9p / • 90.9
\ , / ,, 4 APPROVED: BOARD OF HEALTH
\ SQIL �� p0 / / / 1 I ' J„�kal
- 1
\ �' .69.3 C4 eRsv 1 `" DATE AGENT
Fr
EVA mr ro'
EXISTING SPOT ELEVATION xO.O ` `�9EJ� 9.9
EXISTING CONTOUR ----00---- �� �•' � ,,Y -J9.7
-FINAL SPOT ELEVATION -
FINAL CONTOUR 00 Tp
�-
SO" TEST LOCATION to '
UTILITY POLE ra3 / / -
TOWN WATER -V' W
CATCH BASIN �O j ,i y' 75• f -+( I'�i
GAS LINE0 G - (9gJ� .� L' '. -�iJ
CESSPOOL -
CLEANOUT -d C.O.
101.4
cus
IC 6Ao
po
®-
�0s�
l'
PROPOSED SEPTIC PES JG r ;,
FOR
gL Y FRUSY�
DAVENPORT REALTY
LOC. 686 ROUTE 6A, WN 28
YARI.MUTH, MASS.
235 GREAT W''ESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH _DENNIS, MASS. 02660
DATE JULY 22, 2004
SCALE
101.0
i 01.3
REVISED A?�i
,�A � �
ha''.t � 1 0r 1
LOCATION MAP
4E 10
92y/-��•'� 132'00.4
EXISTING SPOT ELEVATION xO.O ` `�9EJ� 9.9
EXISTING CONTOUR ----00---- �� �•' � ,,Y -J9.7
-FINAL SPOT ELEVATION -
FINAL CONTOUR 00 Tp
�-
SO" TEST LOCATION to '
UTILITY POLE ra3 / / -
TOWN WATER -V' W
CATCH BASIN �O j ,i y' 75• f -+( I'�i
GAS LINE0 G - (9gJ� .� L' '. -�iJ
CESSPOOL -
CLEANOUT -d C.O.
101.4
cus
IC 6Ao
po
®-
�0s�
l'
PROPOSED SEPTIC PES JG r ;,
FOR
gL Y FRUSY�
DAVENPORT REALTY
LOC. 686 ROUTE 6A, WN 28
YARI.MUTH, MASS.
235 GREAT W''ESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH _DENNIS, MASS. 02660
DATE JULY 22, 2004
SCALE
REVISED
REVISED A?�i
,�A � �
ha''.t � 1 0r 1
LOCATION MAP
C.- S8 PROd�5947 ODk'C X5947 -SAS DY '".2..C`J4 S FETSEP, ENGINEERING