HomeMy WebLinkAboutEngineered Plans - 2016B
TOP OF FOUNDATION
EL. 56.0'
41 11 11T11
4" CAST IRON or EQUIVALENT
P.O. BOX 81
MIN. PITCH 1/4" PER FOOT
Yarmouth Port, MA 02675
4" SCHEDULE 40 PVC PIPE
774.994.1166
�'°'•' �
L. EXIST. -_
VENT IF REQUIRED
EL. EXIST
V
COVERS TO BE WATERTIGHT AND
--1 l--^ -- LII -1 CT 111.1
FLOW LINE
14"
M
�E SEPTIC SYSTEM PROFILE
(not to scale) INSP. PORI
2" of $" to 3" DOUBLE WASHED EL. 53.0'
PEASTONr-OR GEOTEXTILE
FILTER FABRIC
ULE 40 PVC PIPE
12' 6%
(D -80X)
+ p. 1 6" CRUSHED STONE OR
1000 GALLON SEPTIC TANK MECHANICALLY COMPACTED
(DATUM: ASSUMED) (EXISTING)
N80,35 20"E
12
BENCHMARK:
•� TOP OF FNDN
EL. 56.0'
CDZ
Ui ,p
o -p'
C7
M 1
LOT 234
13,800 SF±
1
3
0
(first 2' to be level)
50.03'
12'
" DOUBLE WASHED STO
Flaherty Environmental Services
N I 3" OF GRADE CLEAN SAND
P.O. BOX 81
Yarmouth Port, MA 02675
774.994.1166
. ' • " '
VENT IF REQUIRED
EL, 51.3'f
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EL. 48.0'
SOIL ABSORPTION SYSTEM
=
(2) 500 GALLON CHAMBERS
5 0'
WITH 4' STONE AROUND IN A
—
12.83'W X 25.0'L X 2'D CONFIGURATION
EL. 43.0'
BOTTOM OF TEST HOLE EL. 43.0'
LOCATIONMAP
USGS ADJUSTMENT: N/A
GROUNDWATER ELEV: N/A
N TH
Capt. Lothrop Rd.
v
EXISTING 03 BR
EXIST, S,T, W
DWELLING 29.7' o �� Yarmouth Health Department NIS
0 0
APP WED
EXIST. LP ame Date
GARAGE ' PATIO
0,00 1
12.
S80° 35 20"�
eJV
53
SCALE: 1" = 30°
REF • PS 199 PG 5
I
oLOCUS
n
Capt. Noyes Rd.
wlnsinw Gray Rd.
DATE: 1111312016 1 REVISED:
SITE AND SEWAGE PLAN
FOR
B & B EXCAVATION, INC./
BETTY M. TENEYCK
44 CAPT. CROCKER ROAD
SOUTH YARMOUTH, MA
PAGE 1 OF2
GENERAL NOTES
1. ALL PRECAST COMPONENTS TO BE H-10
RATED UNLESS OTHERWISE SPECIFIED,
ALL COMPONENTS WITH ANY
ANTICIPATED VEHICULAR TRAFFIC TO BE
H-20 RATED.
2. THE DESIGN OF THIS SYSTEM DOES NOT
ALLOW FOR THE USE OFA GARBAGE
GRINDER,
3. MUNICIPAL WATER IS AVAILABLE,
4, ALL CONSTRUCTION TO CONFORM WITH
310 CMR 15.000 AND ALL OTHER
APPLICABLE LOCAL, STATE AND FEDERAL
CODES AND REGULATIONS.
5. INSTALLER/CONTRACTOR TO REVIEW &
VERIFY ALL ELEVATIONS AND DETAILS
AND REPORT ANY DISCREPANCIES TO
DESIGNER PRIOR TO CONSTRUCTION OR
ASSUME ALL RESPONSIBILITY.
6, INSTALLER/ CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING SAFE
WORK AREA, VERIFYING ALL UTILITIES
AND NOTIFYING "DIG SAFE"
(1-888-344-7233) 72 HOURS PRIOR TO
CONSTRUCTION.
7, ANY CHANGES TO OR DEVIATIONS FROM
THIS PLAN MUST BE APPROVED IN
WRITING BY FLAHERTY ENVIRONMENTAL
SERVICES AND LOCAL BOARD OF
HEALTH.
8, FINISH COVER OVER COMPONENTS IS
NOT TO EXCEED 3' PER 310 CMR 15.000
UNLESS SHOWN PER PLAN,
9. ALL ABANDONED SEPTIC SYSTEM
COMPONENTS TO BE PUMPED DRY AND
FILLED WITH CLEAN SAND OR REMOVED
AND REPLACED WITH CLEAN SAND,
10.ALL COMPONENTS TO BE PROVIDED
WITH WATERTIGHT ACCESS PORTS
WITHIN 6" OF FINISH GRADE.
11.ALL SEPTIC TANKS, DISTRIBUTION
BOXES AND PIPING TO BE INSTALLED
WATERTIGHT,
12.NO KNOWN WETLANDS OR WELLS
WITHIN 100 FEET OF PROPOSED
LEACHING.
13, THIS IS NOT A CERTIFIED PLOT PLAN
AND UNDER NO CIRCUMSTANCES IS THIS
PLAN TO BE USED FOR ZONING OR
BUILDING PURPOSES.
14, LOT IS SHOWN AS ASSESSOR'S MAP 68
LOT 53.
15. LOCUS PROPERTY IS LOCATED WITHIN
ANA QUIFER PROTECTION DISTRICT
(ZONE II).
DESIGN CALCULATIONS SYSTEM DETAIL Flaherty Environmental Services
P. 0. Box 81
Yarmouth Port, MA 02675
NUMBER OFACTUAL BEDROOMS 3 774.994.1166
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(I 10 GAL/8R/DAYX 3 BR) 330 GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 660 GAL.
SIZE OF SEPTIC TANK 1000 GAL. (EXISTING)
SOIL CLASSIFICATION 1 25'
DESIGN PERCOLATION RATE <2 MIN.ANCH
EFFLUENTLOADINGRATE 0.74 GAL./DAY/FTz`'�••:%;.�'�`.,c��.<•::"•°''�'°"%:.���'.?••'.`;�
' f' O O 12,83'
LEACHING AREA :;,
(2) x (25.0' t 12.83)(2) = 151 SF
25.0'x 12.83' = 320 SF Y ~
471 SFx 0.74 = 348 GPD
USE (2) 500 GALLON CHAMBERS WITH 4' STONE
AS DIAGRAMMED INA 25.0'X 12.83'X2' CONFIGURATION
RESERVE LEACHING CAPACITY N/A
SOIL EVAL UA TION
TESTHOLE#1 P#15201
Evaluator. David D. Flaherty Jr., RS, REHS
SE#2755
BOH Witness: Amy VonHone, RS, CHO
Date: November 9, 2016
TH-1 ELEV. 53.0'
0" - 13" 1 A LS 10YR 3/2
13"-35" IS LS 10YR516 I q0r6
bottom of pert at El. 49.0' r / 142 miMnch
35" - 120" 1 C MS 2.5Y614
G. W. ELEV. N/A
BOTTOM TH-1 ELEV. 43.0'
(NTS)
l certify that on November 12, 2002, l have passed
the examination approved by the Department of
Environmental Protection and that the above analysis
has been performed by me consistent with the
required training, expertise, and experience described
In 310 CMR 15.018(2)."
P`ZF1 OF
9
EDWARD
A.
STO
�0.
G T E �J
AL LAND
r
SrTE AND SEWAGE PLAN
FOR
B & B EXCAVATION, INC./
BETTY M. TENEYCK
44 CAPT. CROCKER ROAD
SOUTH YARMOUTH, MA
PAGE 2 0F2 I