HomeMy WebLinkAbout3 Doves Wing Road Proposed Septic DesignTOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAM. SPACE
ELEV. _ 40•� 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CLEAN SAND
SINGULAIR ® INSPECTION PORT
24*MANHOLETREATMENT PLANT 24 COVERS L� LOAM AND SEED
MODEL 960 DN 4" SCHEDULE 40 PVC PIPE 2" LAYER OF
MIN. PITCH 1/8" PER FT. 1/8" TO 1/2"
WASHED STONE
i 3&00 M OR FILTER FABRIC VENT
4.00 4" CAST IRON PIPE 35.75 MIN. NOT REQUIRED
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
TEE
-ELEV. - __�_ / Ll A
SLAB ELEV. = 32.5t_ J 10'� LEVEL
35.50 MIN. ELEV. 6" SUMP ELEV. s ?a _ °
ELEV. _ _____ ELEV. _,'�',�
DISTRIBUTION ELEV. 00000000000
(TO BE PLACED ON FIRM BASE) BOX °
SINGULAIR ATREATMENT (TO BE WATER TESTED)
PLANT 3/4" TO 1 1/2" CLEAN
SAMPLE CATCH AND DOUBLE WASHED STONE
RECIRCULATING PUMP FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
...,yL 3yn1 x,37 o/.U--.._r�, amu, 435.9
0536.4 /
36.8
® 37.4 36 �• 236.1
ANG Rpq� .. 3>;�s3
LEGEND:
0 0 0
°ELEV. _ _3225
2 500 GALLON GALLEYS WITH
SONE IN AN
42.4
®42.4
SOIL TEST
DATE OF SOIL TEST DECCFIABER 9 2070
SOIL TEST DONE BY AWE€TSER ENC�iNEERiNG
WITNESSED BY
OBSERVATION HOLE 1 ELEV.=__40.0_
PERCOLATION RATE MIN./INCH AT ___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-8"
0/E
LOAMY SAND
10YR7/2 NO
ROOTS
8-37
B
LOAMY SAND
t0YR6/8
ROOTS
37-60
C1
LOAMY SAND
10YR7/1
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
60-126"
C2
MEDIUM SAND
2.5Y7/1
NO WATER ENCOUNTERED AT --12-6L ELEV. _
OBSERVATION HOLE 2 ELEV.=__39_0_NUMBER
tr
O
DEPTH HORIZ TEXTURE
COLOR
MOTT
OTPER
0-7 0/E LOAMY. SAND
10YR7/2
FINAL CONTOUR
ROOTS
7-48" B LOAMY SAND
t0YR6/8
INO
ROOTS
48-156" C1 MEDIUM SAND
2.5Y7/1
CATCH BASIN (®)
NOTES:
13� X 2S� X 2• TRENCH FORMATION z 19•gS WELL AiW 2317 156" _
� ZONE C NO WATER ENCOUNTERED AT ____ ELEV. = 25.5
SOIL ABSORPTION � INDEX z3.3 DESIGN CALCULATIONS
ADJUST 2.6
STEM SAS
GARBAGE °DISPOSAL °UNIT
USGS PROBABLE WATER TA&�E ELEV. _ _12.30_ TOTAL ESTIMATED FLOW
OBSERVED WATER TABLE (9/13/05) ELEV. _ 9.50 _ TEST HOLE 2, LOT 9 (110 GAL/BR./DAY X _.I- BR.) �_ GAL./DAY
BOTTOM OF TEST HOLE ELEV. REQUIRED SEPTIC TANK CAPACITY X44_ GAL.
165,
IB� 36.1�• 3b.'
41.9
4�
EXISTING SPOT ON 42.81
l
00.0
EXISTING CONTOUR ----
-
FINAL SPOT ELEVATION
0.0
FINAL CONTOUR
EFFLUENT LOADING RATE 4.74_ GAL./DAY/S. F.
LEACHING AREA 477_00 $0. FT.
SOIL TEST LOCATION
(13X25)+(38X2X2)
LEACHING CAPACITY (AREA X RATE) �' Z.B� GAL./DAY
UTILITY POLE --o-
477.00 x 0.74
TOWN WATER iWW
RESERVE LEACHING CAPACITY ifY�1Y GAL./DAY
CATCH BASIN (®)
NOTES:
GAS LINE
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
CLEAN OUT
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
CESSPOOL C.P. 0
THE SUBSURFACE DISPOSAL OF SEWAGE.
�L•U
5.9
� 5 36.2
of
1 3
------Ttso 7 362
------42-7
�� 42.7
ml l
L_
• 7.2I '
I
LRFSERVESAS
'
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE 4.74_ GAL./DAY/S. F.
LEACHING AREA 477_00 $0. FT.
"
(13X25)+(38X2X2)
LEACHING CAPACITY (AREA X RATE) �' Z.B� GAL./DAY
477.00 x 0.74
`°Q. LOT 17 - �3 DOVE'S
i7ING ROAD, �YAROUTH
RESERVE LEACHING CAPACITY ifY�1Y GAL./DAY
- . -
NOTES:
..
1. 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.
DATE DEC. 9, 2010
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
SHEET 1 OF 1
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
LOCATION MAP
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. UTILITIES S:HJ."J ARAPPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'D'G-SA"FE" AT 1-888-344-7233 AT LEAST 72 HOURS
Vermouth Health Department
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
APPROVED
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
715 t7ayo
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP _��__ AS PARCEL 5•�9 _
10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
11. ALL UNSUITABLE MATERIAL SHALL 8E REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
i'
iv, 0 ,H .�
12. THERE IS TO BE A NEGATIVE GRADE OD 3/4' PER FOOT FOR A MINIMUM
OF 15' AWAY FROM THE PROPOSED FOUNDATION.
13. A VARIANCE OF 4.T IS REQUIRED INTHAT THE PROPOSED FOUNDATION IS
LESS THAN 2' ABOVE THE HIGH POINT IN ROAD (2.T BELOW).
APPROVED: BOARD OF HEALTH
I�)-111
17-
AGENT
I -SER
ENGINEERING
LOCUS
Li1JCV�,7 Z
o
z
N
FST � I
R��SE 6
PROPOSED SEPTIC DESIGN
FOR
DAVCO BUILDERS, LLC
`°Q. LOT 17 - �3 DOVE'S
i7ING ROAD, �YAROUTH
S�� ��G�A�RING
508- P. 0. 80X 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE DEC. 9, 2010
SCALE 20'
[--6250-17
JOB N0.
REV.
SHEET 1 OF 1
LOCATION MAP
REV. �
ENGINEERING