HomeMy WebLinkAboutEngineered Plan - Rev. 2015ELEV.94Y5a yy
— LEVOEL
ELEV. a _� _ AD[ _GAS ELEV. 6` .S MP. ELEV. A_
BF -FLE DISTRIBUIIC N
LIQUID OUTLET ELEV.
--- SOX
4 FEET 14 INCHES DEPTH TEE (EX' 3T1N: ;) TO BE WATER TES1:D
5 FEET 19 INCHES IF MORE THAN ONE O' ITLET
6 FEET 24 Ir CHES 1000 GALLON
8 FEET 34 INCHES SEPTIr` �I ANK (TO BE PLACED ON FIR i BASE)
3/4" TO 1 /2" CLEAN -1
DOUBLE WA,HED STONE
FREE OF FI' IES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
• 98.9
LOT 42
8,.14.9 f S.F.
`•� O�i T\ M
010" ELEV. _ _93.35
/ 6 HIGH CAPACITY INFILTRATORS WITH
STONE IN z
2 -- 11' X 24!'X 1O" TRENCH FORMATION .15
SOIL ABSORPTION WELL {/A
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. - _
OBSERVED WATER TABLE ( / / ) ELEV. e
BOTTOM OF TEST HOLE ELEV. - _ 157.2_
,y
CP �r•Op, �
97.0 -
�6.7 •
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONT0IR-----00- --
FINAL SPOT ELEVATION
FINAL CONTOUR G_
SOIL TEST LOCITION
UTILITY POLE -0--
TOWN 'WATER -,N -4
CATCH BASIN \1
GAS LINE ---
r-.
IV 1 •
Permit valid for REPAIR OF SEPTIC SVS'l'E':M
ONLY, due to Stale and Local septic variances.
Board of health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.,
Yarmouth Health 1)c.partment.
AI PROVE.11)
DESIGN CALCULA11ONS
I NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
'
( 110 GAL/ k/IDAY X . 4 ETR.)
--
- --
-
SOIL TEST
T)P OF FOUNDATION
j SOIL CLASSIFICATION
20 FT. MIN MUty FROM
CELLAR OR CRAWL SPACE
!.. MIN./IN.
EFFLUENT LOADING RATE
DATE OF SOIL TEST JANUARY S. 2¢15
100.00_
10 FT. MINIMUM
10 Fr. MINIMUM FROM SLAB
CLEAN ;SAND
SOIL TEST DONE BY T�slS�INIaE A(;
_EV. 7\WITNESSED
RESERVE LEACHING CAPACITY
GAL./DAY
BY ��E�ID
(ASSUMED)
CONCF=TE
INSPECTION PORT
,
COVER; —7
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
OBSERVATION HOLE 1 ELEV.- 97.2._
/
MIN. PITCH 1/8- PER FT.
2" LAYER OF
1 /8" TO 1 /2"
PERCOLATION RATE ..� _�� MIN./INCH AT 57 $ ': HES
WASHED STONE
DEPTH HORIZ TEXTURE COLOR MOT:;. OTHER
97.68 MAX OR FILTER FABRIC
VENT
–
5•
4" CAST IRON PAPE
95.43 CAIN.
NOT REQUIRED
0-9" FILL NO
(OR EQUAL) MIN uUM
95.96
_ ..
9-14" A LOAMY SAND 10YR4/1 ROOTS
PITCH 1/4" PER FT.
FLOW
LEVELERS
TEE
z_
_
14-32 8 LOAMY SAND 10YR6/6 - ROOTS
FLOC r Lln E
g�¢ 6
32-120" C FINE SANG 1 OYR7/2 _
ELEV.
10
NO WATER ENCOUNTERED AT 120" ELEV. 87.;' .
_r
MIN.
- i
o 0
0
ELEV.94Y5a yy
— LEVOEL
ELEV. a _� _ AD[ _GAS ELEV. 6` .S MP. ELEV. A_
BF -FLE DISTRIBUIIC N
LIQUID OUTLET ELEV.
--- SOX
4 FEET 14 INCHES DEPTH TEE (EX' 3T1N: ;) TO BE WATER TES1:D
5 FEET 19 INCHES IF MORE THAN ONE O' ITLET
6 FEET 24 Ir CHES 1000 GALLON
8 FEET 34 INCHES SEPTIr` �I ANK (TO BE PLACED ON FIR i BASE)
3/4" TO 1 /2" CLEAN -1
DOUBLE WA,HED STONE
FREE OF FI' IES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
• 98.9
LOT 42
8,.14.9 f S.F.
`•� O�i T\ M
010" ELEV. _ _93.35
/ 6 HIGH CAPACITY INFILTRATORS WITH
STONE IN z
2 -- 11' X 24!'X 1O" TRENCH FORMATION .15
SOIL ABSORPTION WELL {/A
ZONE
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. - _
OBSERVED WATER TABLE ( / / ) ELEV. e
BOTTOM OF TEST HOLE ELEV. - _ 157.2_
,y
CP �r•Op, �
97.0 -
�6.7 •
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONT0IR-----00- --
FINAL SPOT ELEVATION
FINAL CONTOUR G_
SOIL TEST LOCITION
UTILITY POLE -0--
TOWN 'WATER -,N -4
CATCH BASIN \1
GAS LINE ---
r-.
IV 1 •
Permit valid for REPAIR OF SEPTIC SVS'l'E':M
ONLY, due to Stale and Local septic variances.
Board of health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.,
Yarmouth Health 1)c.partment.
AI PROVE.11)
DESIGN CALCULA11ONS
I NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/ k/IDAY X . 4 ETR.)
_4 I'!_ GAL/DAY
REQUIRED SEP11C TANK CAPACITY
_,D. IL GAL.
ACTUAL SIZE OF SEPTIC TANK (ENG)
_.;LC ID GAL
j SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
!.. MIN./IN.
EFFLUENT LOADING RATE
Q !4_ GAL/DAY/S.F.
LEACHING AREA
j SQ. FT.
(11 X46)+(59XVI O/'12)
LEACHING CAPACITY (AREA X RATE)
21 ',54 GAL/DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY
GAL./DAY
�h OF A
:S
rN
I-
� ��•- RSO
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM 1 D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS Fc R
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGKT f0
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL E:: CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UP )I F! OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADP,I( SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARI'IN ; AREAS.
4. ANY MASONARY UNITS. USED TO BRING COVERS TO GF t,DE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLI I,1� :E WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLIC'AI 7 IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE�4U'ItOR111'.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVA'I'C I CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT UZ, ;;T 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIOIS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON 31 1::, ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DES'IG I ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE C-
9, LOT IS SHOWN. ON ASSESSORS MAP AS ::'o ICEL „_._ 9
10. EXISTING SEPTICS ARE FROM THE BOARD OF HEALTH INSTALLER'S
CARD.
11. EXISTING LEACH PIT 1S TO BE PUMPED AND REMO'•'EI' ALONG WITH ANY .
p POLLUTED SOILS ENCOUNTERED.
12. VARIANCE REQUIRED FROM TITLE' 5 AND TOWN REI•IU ATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM ':E I.AR (VAR. OF 4,9')
B, NO RESERVE AREA.
aCC�GOMC�®
x
APR 3 0'71
HEALTH DEPT.
APPROVED: 6OAR!C OF HEALTH
DATE A :',ENT
PROPOSED SEF' 1 'CC DESIGN
FOR
DA ORT REfi 1L.TY TRUSITE.
LOC.
156 LONG P01I'D DEANE
r�o�6Z SO Y 0L" S. ,
z_ SUM
.•, 20S3 SETUMMG
:,T lArE
—' ROAD
508— P. 0. BOX '13
385-6900. SOUTH DENN'S MASS. 02660
Ills .,.
_ DATEJAN. 9, 2415 �`>( 11E 1►, 201
RID 5�
LIFF O
G —
REv. APR. 9, 2015 �": NO,
7528111-00
_OCATION MAP REV. �.0 •iEET 1 SLI
��_ C�S8�PR0/7528-OO�dwg�7528-SASI7528-OO�dwg�7528-SAS`1.0 0 2015 SWEETSER ENGINEERING