HomeMy WebLinkAboutEngineered Plan - 2016SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
). EL. 11.8'
MINIMUM .75' OF COVER OVER PRECAST 1 2% SLOPE REQUIRED OVER SYSTEM
NOTE: 2" MIN. WALL
PRECAST H-10 THICKNESS REQUIRED
2(T1P.)
'0 11.06, 4"OSCH40 PVC
4; PIPES LEVEL 1ST 2'
10" EXISTING 14"
TEE SEPTIC TANK TEE \9.66' WATERTEST D'BOX 8.95'
o°o°o°o°o°o° FOR LEVELNESS
GAS BAFFLE 1°0°°°0010°0
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE
FILTER FABRIC
12' TOP
9.35'
9.14' 8.97'
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(—L% % SLOPE) (—!—% SLOPE)
FOUNDATION EXIST SEPTIC TANK 52' LEACHING D' BOX 4' FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
-
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[99]—
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
Locus or"i"
TEST HOLE
2'
SLOPE OF GROUND
LIVING
UTILITY POLE
,
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 4/13/16
PERC. RATE = < 2 MIN/INCH
CLASS ISOILS
ELEV.
1
0" 12'
A
LS
9„ 1OYR 3/2
B
LS
28" 1 OYR 5/6 9.7'
PERC
C
10YR 7/6
G—W ADJ. DATA:
p 3.2' WELL: MIW-29
ZONE: A
ADJ: 1.1'
120" I I 2'
GROUNDWATER ENCOUNTERED 106"
INCE #16-101
OHE
NOTES
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
LASE
BENCH MARK — HYDRANT ON FIX
TAG BOLT #2038. EL. = 14.9
Scale:1 "= 20'
0 10 20 30 40 50 FEET
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
6$11
1. DATUM IS ASSUMED
PROVIDE INSPECTION PORTS TO
00'If
WITHIN 3" OF FINISH GRADE VENT W/ CHARCOAL FILTER
2. MUNICIPAL WATER IS EXISTING
2% SLOPE \
0
--� \\
Locus or"i"
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FINISHED GRADE— 4" LOAM & SEED OR PAVE AS REQ.
LIVING
4. DESIGN .LOADING FOR ALL PROPOSED PRECAST
Cb t o
�
UNITS TO BE AASHO H—LQ
_EAN FILL
s �
J �
5. PIPE JOINTS TO BE MADE WATERTIGHT.
CONNECT AND VENT
Nantu ket
Uth
Sou d
S=O.00j -- 06.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE
°
WITH 310 CMR 15.000 (TITLE 5.)
DOUBLE WASHED °
NG FIELD
6"DJE// MIN BELOW INV.
8.8NOT
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
BOTTOM o
TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
30.0'
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
4.0'
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
USE ADJUSTED
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
GROUNDWATER ® EL. 4.3
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
VARIANCES REQUESTED UNDER TITLE 5
AND YARMOUTH HEALTH REGULATIONS:
1h: REDUCTION IN GROUNDWATER
SEPARATION, 5' TO 4'
LASE
BENCH MARK — HYDRANT ON FIX
TAG BOLT #2038. EL. = 14.9
Scale:1 "= 20'
0 10 20 30 40 50 FEET
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
6$11
00
KITCHEN
00'If
.y
�d too n = 5Y
Q,
0
Locus or"i"
SFO'p00
LIVING
ROOM
Cb t o
�
'If
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 42 PARCEL 27
LOCUS IS WITHIN FEMA FLOOD ZONE X
(0.2 PCT ANNUAL CHANCE FLOOD
HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001 CO589J DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
FLOOR PLANS SEPTIC TANK: 330 GPD (2) = 660
NOTTO SCALE **
____-- _ ___ __ ._ ,__ _-- RE—USE—EX!ST4N-G-1000- GAL. _-SSP—TlC-TA.N!z:---
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
CONSULTATION)
Permit valid for REPAIR OF SEPTIC Sl'Y"I'EM
ONLY; due to State and Local septic variances.
Board. of Health review and ,approval is required for
any. fuNare additions/renovations/alterations to
sewage facilities and/or structures/dwelling:
Yannouth Fleallh Department
OF hf;
��o� DANIELA.
OJALA
CIVIL
No. 465072
GfSTE��`
DATE
APPROVED
k, 1"R a 8 2 0 16
HEALTH DEPT.
nE
No.409B0
S \ 6A/'404
DANIEL A. OJALA, P.E., P.L.S.
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAIN
OF
#8 SPRUCE STREET
SOUTH YARMOUTH, MA
PREPARED FOR
ORTOLOTTI CONSTRUCTION I
/ SANTIAGO
DATE: APRIL 20, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
170Wn M.Pe engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
.InR Nn.=974.0 Fn.in1
c
�d too n = 5Y
Q,
0
Locus or"i"
our
~
t.
Cb t o
otr a
s �
J �
P a
Shore or.
Nantu ket
Uth
Sou d
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 42 PARCEL 27
LOCUS IS WITHIN FEMA FLOOD ZONE X
(0.2 PCT ANNUAL CHANCE FLOOD
HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001 CO589J DATED 7/16/2014
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
FLOOR PLANS SEPTIC TANK: 330 GPD (2) = 660
NOTTO SCALE **
____-- _ ___ __ ._ ,__ _-- RE—USE—EX!ST4N-G-1000- GAL. _-SSP—TlC-TA.N!z:---
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
15' X 30' = 450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER
CONSULTATION)
Permit valid for REPAIR OF SEPTIC Sl'Y"I'EM
ONLY; due to State and Local septic variances.
Board. of Health review and ,approval is required for
any. fuNare additions/renovations/alterations to
sewage facilities and/or structures/dwelling:
Yannouth Fleallh Department
OF hf;
��o� DANIELA.
OJALA
CIVIL
No. 465072
GfSTE��`
DATE
APPROVED
k, 1"R a 8 2 0 16
HEALTH DEPT.
nE
No.409B0
S \ 6A/'404
DANIEL A. OJALA, P.E., P.L.S.
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAIN
OF
#8 SPRUCE STREET
SOUTH YARMOUTH, MA
PREPARED FOR
ORTOLOTTI CONSTRUCTION I
/ SANTIAGO
DATE: APRIL 20, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
170Wn M.Pe engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
.InR Nn.=974.0 Fn.in1