HomeMy WebLinkAboutEngineer PlanDESIGN- 4 SCH40 VENT WITH
sTE COMPONENTS SHALL BE CHARCOAL FILTER AS OTES
SYSTEM
SYSTEM
PROFILE
MARKED WITH MAGNETIC TAPE OR
SHOWN PLAN VIEW
N
GARBAGE DISPOSER IS NOT ALLOWED
(Nor TO SCALE)
COMPARABLE MEANS FOR FUTURE LOCATION.
PITCH BACK TO SAS,
NO LOW POINTS.
1. DATUM i5 NAVD 88
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
2' CAST IRON COVERS TO GRADE OR CONCRETE
COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER
2. MUNICIPAL WATER IS NOT AVAILABLE.
PROPOSED 4 BEDROOM DWELLING
TOP FOUND. EL. 60.5
FILTER FABRIC OVER STONE
_
3. MINIMUM PIPE PITCH TO BE 1/$" PER FOOT.
DESIGN FLOW: 4 BEDROOMS ® 110
GPD = 440 GPD
\
59.0'
•
MINIMUM
OF COVER OVER PRECAST
2% SLOPE REQUIRED OVER SYSTEM 59.0'
_
.�5
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
USE A 440 GPD DESIGN FLOW
BLOCKS OR
TO BE AASHO H-aQ
`
PRECAST H-10
RISERS (tYP.)
"OSCH40
PRECAST RISERS
2'0
4 PVC
MORTAR ALL H-20
COMPONENTS
5. PIPE JOINTS TO BE MADE WATERTIGHT.
SEPTIC TANK' 440 GPD (2) = 8$0
•
4;
6" MIN. SUMP
12" MIN. INT. DIM.
PIPES LEVEL 1ST 2'
4
.
(T(P.) INV'S E 55.0
4'
y
,.
ENDS
SIDES
56.0'
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
USE A 1500 GAL. SEPTIC TANK
~r
\*56.5'
14"
310 CMR 15.000 (TITLE 5.)
55.80
10'
1500 GAL
auo TANK
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•• 55.55
WATERTEHT D BOX � �o°o°o°o°
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7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
LEACHING:
„_`
i LEVEL GAS BAFFLE
000000a00000
° ° ° ° ° °
::; �_0°000 0 0.•
FOR LEVELNESS
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BE USED FOR LOT LINE STAKING OR ANY OTHER
SIDES: 2(33.5 + 12.83) 2 (.74) =
•
137 GPD
ACME OR EQUAL
=
55.29'
S 1
° ° ° °
°°°°°°°°
'�°2°?°2°�
_°_°_°_°,
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PURPOSE.
BOTTOM 33.5 x 12.83 (.74) =
318 GPD
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UH-20
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
615 S F
455 GPD
°• �
0°°0°°0°°0°0°°0°°0°0°°0°°0°°0°°0°°0°0°°0°°0°°0°00°°0°0°0°0 o
000°000�0�00�000°000000010�0*^0*00„0,�0"00000.
' "
3/4--1-1/2-DOUBLE WASHED STONE 4' MIN.
500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(3) UNITS REQUIRED
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
TOTAL• ALL AROUND PRECAST STRUCTURES
WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50, X 12.83'
PERMISSION OBTAINED FROM BOARD OF HEALTH.
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) COMPACTION. (15.221 [21) ;�
� 10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
*THE INSTALLER SHALL VERIFY THE
WITH 4' STONE ALL AROUND
AND VERIFYING THE
( OF ALL3 UNDERGROUND
LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES
LOCATION
LOCUS MAP
LOCATIONS OF ALL UTILITIES AND ALL
v
BUILDING SEWER OUTLETS AND
43.5' BOTTOM TH-2
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1 "=ZOOO't
ELEVATIONS PRIOR TO INSTALLING ANY
( 2'5% SLOPE) ( 1 % SLOPE) (1 % SLOPE)
NO GROUNDWATER FOUND
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
PORTION OF SEPTIC SYSTEM
MA H-20
REMOVED BENEATH AND 5' AROUND THE PROPOSED
ASSESSORS MAP 94 PARCEL 13.42
LEACHING
DATE BOARD OF 25' SEPTIC TANK 26' D' BOX 14'
APPROVED HEALTH FOUNDATION FACILITY
LEACHING FACILITY.
12. NO ABUTTING SEPTIC SYSTEMS LOCATED WITHIN 150'
OF PROPOSED WELL. NO ABUTTING WELLS LOCATED WITHIN
150' OF PROPOSED SEPTIC SYSTEM.
i
ZONING SUMMARY
t -
p
U - - -
VIDE 32' 0 40 MI NER A 5'
li
ZONING DISTRICT: R-40 DISTRICT
I FF SAS IN A EA SH TOP T
o . 56.0% B TTOM T EL 52. 't 5' RE OVAL OF UN ABLE QUIRE D
MIN. LOT SIZE 40,000 S.F.
_
PR P. VENT TH C ARCOA LTE ARO D PERIMETE OF LEACH FACILI �
MIN. LOT FRONTAGE 150'
O
\ I AN BUGSC EN ( ALP C BY DO TO SUIT SOIL LA . REPLA
4j� OM CLEAN SAND. T MET
MIN. FRONT SETBACK 30'
I C NTRAC1jj0 vul
NSULTA ON) SPECIFIC S OF 310 R 1 25 D
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
I ,
4
MAX. BUILDING COVERAGE 25%
p�
61 M
I
MAX. BUILDING HEIGHT 35'
6" H-20 FrMZORTE
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, to ^
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SITE IS LOCATED WITHIN THE AQUIFER _-
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PROTECTION OVERLAY DISTRICT
KS/H-20
RISER
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FABRIC OVER $TONE
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SHOREY OR EQUAL
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3/4" - 1 1/2" f
DOUBLE WASHED STONE /
2' MIN. AROUND PIT
do 6" UNDER PIT
AREA DRAIN
SECTION
- NOT TO SCALE
TEST HOLE LOGS- --
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: MALLORY LANGLER
DATE: 3-26-2021
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
ELEV.
0" 55' 0"
54'
A
A
LS
LS
10YR 3/2
1OYR 3/2
10"
12"
B
B
LS
LS
18"
10YR 5/6
53.5' 22"
1OYR 5/6
C
C
PERC
MS
MS
2.5Y 7/4
2.5Y 7/4
126" 44.5' 126"
43.5'
NO GROUNDWATER ENCOUNTERED
DCE ##20--416
Yarmouth Health Department
APPROVED
5�'Ne:*j l F-,as 3P I
Name Date
Scole:1 "= 20'
0 10 20 30 40 50 FEET
SITE PLAN
OF
#78 OLD HYANNIS ROAD
YARMOUTHPORT, MA
PREPARED FOR
SANDEEP SADHU
DATE: MARCH 29, 2021
REV.: JUNE 15, 2021 (NOTES, WATERLINE)
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ZH OF M �ZH Or "q SS
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sow DANIEL y DANIELA. y^ z
o A. OJALA -� r
OJALA CIVIL
No. 40980 No. 46502 off 508-362-4541
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cFFSS�c� fox 508-362-9880
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down Cdpe eft iAeefke, ift.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675