HomeMy WebLinkAboutEngineered Plan - 2019LEGEN D
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EXISTING CONTOUR
X 99• '
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
30'
MIN.
TEST HOLE
2
SLOPE OF GROUND
REAR SETBACK
UTILITY POLE
MAX.
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DICE # 19-183
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S. F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
PRECAST H-10
RISERS (TYP.)
2'P
*35.82'
35.47'
( 3 SLOPE)
FOUNDATION- 11.5' -
SYSTEM PROFILE MALL ARKERS EM COMPON N TSHALL TAPE OR BE NOTES
WITCSP
or
COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 �n
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) os,
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE o Qo'
FILTER FABRIC OVER STONNEE
2" PEAS OR GEOTEX2. MUNICIPAL WATER IS EXISTING
38.1'3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Q k
MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 37.8' h B°�
Hi
NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS H v'
THICKNESS REQUIRED BLOCKS OR °�
TO BE AASHO H-12
36.5' H40 PVCPRECAST RISERS
MORTAR ALL H-10 o Locus
6" MIN. SUMP PIPES LEVEL 1 ST 2' 4' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT.
12" MIN. INT. DIM. (Np) INV'S EL. 34.0�-4--,til
ENDS SIDES 34.83
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH S fid.
10" 14" ° l0 F 310 CMR 15.000 (TITLE 5.) Fo,;� �� e
TEE 1500 GAL H-10 TEE �.
SEPTIC TANK 35.22' 0 0 0 0 ®®®® "MMMM
®®® ®®® >o°o°o°00 Bass River
°°°°°°°° . ®®®®®®®��®��®®�®®® °°O°O°O° Golf Course oy God
WATERT D'BOX o °Oo0o0o 0°0°0°0° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
4' LIQ. LEVEL o°o°o°o°o°o° 0 0 0 ACME OR EQUAL GAS BAFFLE +'o�o,°,o°o,o°� FOR LEVELNESS N >00000000 ®®®®®�0®®®®®®®®®®� 0000°0.0 BE USED FOR LOT LINE STAKING OR ANY OTHER
34.27' 34.10' °o .'0'0'0'0', 32.0 PURPOSE.
° ° °:°0° °'°•°.°^° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
;o,°,opo°,o°,o,°,0000000i°,o�°,o,°o,°o,°o°,o°�00000° H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Grand
ALL R OU
A/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED d'
ALL AR1-1/2"
PRECAST STRUCTURES ,e� Cove
WITHOUT INSPECTION BY BOARD OF HEALTH AND
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' �o
COMPACTION. (15.221 [2])
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
27.0' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK, "
(-L% % SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000'±
- SEPTIC TANK 19' LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 91 PARCEL 207
D BOX 12 FACILITY LEACHING FACILITY.
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO591 J
DATED 7/16/2014
�6'
ZONING SUMMARY
ZONING DISTRICT: R-40, RESIDENTIAL DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE 25% (13.7% PROPOSED)
OWNER OF
RECORD
NICHOLAS J. VETRANO AND ANGELA VETRANO
811 CORTLAND AVENUE
MAMRONECK, NY 10543
REFERENCES
DEED BOOK 6499 PAGE 170
PLAN BOOK 435 PAGE 86 (LOT 25)
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 6/27/19
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV. ELEV.
0" 37.8' 0°� 38.0'
A
LS
10" 1OYR 3/2
B
LS
36" 1OYR 5/4 34.8'
C
PERC
A
LS
10YR 3/2
7"
B
LS
1OYR 5/4
22" 36.2'
C
M/CS M/CS
2.5Y 6/4 2.5Y 6/4
t{ g p 4y y
♦iva 4iOia�ir r�'V���ii II'✓�J M��wr'�W iii
PIPE T -1;1j 11
120" 27.8' 132" 27.0'
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
#7 FAIRWIND CIRCLE
SOUTH YARMOUTH. MA
OF
'4 X11
F ! DANIELA. �� DANIEL c�
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CIVIL .
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No.46502', No. 4-D3-'
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SUR' F 931
OF A. a
DANIEL �G�' D NiE1I
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No. 46502
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SS/ONAL
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CD-
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DATE DANIEL A. OJALA, P. E., P.L.S.
PREPARED FOR
MARK DENOMMEE
DATE: JULY 17, 2019
RECEIVED
Scale:1 "= 20' JUL 2 62019
0 10 20 30 40 50 FEET HEALTH DEPT.
off 508-362-4541
I fox 508-362-9880
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civil engineers
Ion d surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02575
19-183 DENOMMEE.DWG
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