HomeMy WebLinkAboutEngineered Plans - 2019I V T §LXrM91.
WATER LINE —00 --
WATER GATE 0
GAS LINE =4&—
OAS GATE O
OVERHEAD �WIRE OH
INSTALLER TO
VERIFY LOCATIONS
OF ALL UNDERGROUND
UTILITIES BEFORE
EXCAVATING FOR
SYSTEM. jgA
PROPOSED SOIL
ABSORPTION
SYSTEM
-SEE DETAIL
ON BACK
THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM
DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING
PLACEMENT OF ADDITIONS, SHEDS, FENCES OR SWIMMING POOLS, OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR.
EXISTING LEACHING TRENCH
TO BE PUMPED & REMOVED.
REMOVE ALL ASSOCIATED
CONTAMINATED SOILS AND
REPLACE WITH CLEAN
MEDIUM SAND PER TITLE 5.
COPD
u v00K
U 23
CC)) P F
tus DGE OF,, 22 Q
/ \00 p0 ft
21 G
oy J ! _cX1511�NyC�'N
o �ti'rG1r\` L iR�NCH
27
IZ
23 0y 0soom
9go� jso
®� mOF R� 41-.
0
—24
\ / IL- O T 6 (92
AREA = 14626 sf+- /
30 B
/ LAND COURT PLAN out-
VARIANCE
MAP 59 PCL 30
/
VARIANCE REQUESTED
310 CMR 15.2110) — SOIL ABSORPTION
SYSTEM TO CELLAR WALL. 20 ft MIN 23
SEPARATION
REQUIRED — VARIANCE TO 15 ft
SEPARATION REQUESTED.
22
J.?6 66
® ROAD OADRAY
WINSLOW NOT
TO
p SCALE
m COPPER BROOK
p y
,9„ p pD LOCUS
o
H �
a =
OOK RD
V .,,cTOflIC BP
YARMOUTH, MA
LOCUS MAP
23.39
OF CONCRETE
L=hF(3EENND
SEPTIC COMPONENTS
EXISTING
1000 GAL
°TIC TANK
DISTRIBUTION BOXEI
TEST PIT
y 23
\
THIS IS Amp
�9
s OLOUR
U PLAN
\`\ USE COLOR PLAN ONLY
\ FOR INSTALLATION
\ FULL DETAIL IS BEST
\ VIEWED IN
22 FULL COLOR
MINIMAL
GRADING
21
PROPOSED
21 unit valid for RE PAI OF SEPTIC SYSTEM
O due to State and Local septic varirnets.
Board of fb&Uh review and pproval is required for
BED �� �N\ I% any future ad ns/ren vations/alterations to
LIVING Q U v
ROOM ROOM sewage facilities andIor3h4&ctkre&tdweIIIg.
GARAGE
BEDq DINING KITCHEN
ROOM T ROOM
H
UNFINISHED BASEMENT
A DEED RESTRICTION
LIMITING THE DWELLING'S
BEDROOM CAPACITY TO TWO
SHALL BE RECORDED AT
THE BAflNSTABLE COUNTY
REGISTflY OF DEEDS.
DAVID
D.
No. 1093
SCALE: 1 in = 20 ft
O 20 40
onnnnno
O 10 20
PRINT ON Il x 17 in
PAPER FOR PROPER SCAL
FOR SURVEYOR'S CERTIFICATION REFER TO 'SITE -SEWAGE PLAN'
DATED 10/22/1979 SIGNED AND STAMPED BY JAMES BOWMAN
RLS ON FILE WITH THE YARMOUTH HEALTH DEPARTMENT,
Yarmouth Health Department
APPROVED
RECEIVE I
nT017
HEALTH DEPT.
SEWAGE DISPOSAL
SYSTEM PLAN
-TO SERVE EXISTING DWELLING
' ELLEN M.
McPADDEN.
7 COPPER BROOK ROAD
ss Geo Ryder Rd s YARMOUTH, MA
y PROPERTY AOOPESS
Chothom, MA 172633
DovidcouOHotmoil.com IDATE. SEPTEMBER 27, 2019
508 364-0894 Pc.l/2 _jDaq ETE-4413 °
SOIL EVALUATOR: DAVID D. COUGHANOWR, ASE #461
WITNESSED BY: PHIL RENAUD. HEALTH DEPT.
TEST PIT 1 NO GROUNDWATER ENCOUNTERED
PERC AT 54 in - 2 MINIINCH IN C SOILS
ELEVAT IC
22.45
19.95
11.45
N DEPTHSOIL
C
USDA SOIL
SOIL COLOR
SOIL
OTHER
INCHES
HORIZON
TEXTURE
IMUNSELD
MOTTLES
21 ;n 2�
0-6
Ap
SANDY LOAM
10 YR 3/2
NONE
FRIABLE
6-30
Bw
LOAMY SAND
10 YR 4/4
NONE
FRIABLE
30-132
C
MEDIUM SAND
10 YR 6/4
NONE
LOOSE
9000 GALLON SEPTIC TANK
EXISTING UNIT — DIMENSIONS & DETAIL
TANK TO BE PUMPED DRY AT TIME OF INSTALLATION
AND EXAMINED FOR STRUCTURAL INTEGRITY. INSTALL
NEW PVC OUTLET TEE EQUIPPED WITH A GAS BAFFLE.
REPLACE WITH A NEW
I in 1500 GALLON TANK
TAPER IF CRACKED, ROTTED
OR OTHERWISE
COMPROMISED.
o-
0
O NOT
Lo Lo TO
SCALE
8 ft -6 in A Et
INLET OUTLET
COVER COVER
�3 /N DROP
FLOW LINE
FROM
BUILDIUlf
TO
D -Box
GAS
BAFFLE
SEPARATION BETWEEN INLET & OUTLET
TEES NO LESS THAN LIQUID DEPTH
CROSS SECTION VIEW
DISTRIBU TION �®� USE
DB -3 H20Y
DIMENSIONS PIPES EXITING D -BOX TO RUN LEVEL
AND DETAIL FOR 2 FEET BEFORE PITCHING DOWN
C
712 in
MIN
DRYWELL
1.585 It
FROM
n1
TANK u> TO
0
p ^ SAS
.\�
6 in STONE BASE
21 ;n 2�
CROSS SECTION VIEW
-INSTALLER TO OBTAIN DISPOSAL WORKS
PERMIT BEFORE STARTING WORK.
-ALL COMPONENTS INSTALLED SHALL MEET
THE MINIMUM REQUIREMENTS OF
MASSACHUSETTS TITLE 5 SEPTIC
CODE (310 CMR 15).
-INSTALLER TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES BEFORE
EXCAVATING FOR SYSTEM.
-ECO-TECH RAPID RESPONSE RECOMMENDS
THE INSTALLATION OF LOW FLOW
.FIXTURES &..APPLIANCES. AND PERIODIC
PUMPING OF THE SEPTIC TANK.
-SYSTEM IS. NOT DESIGNED TO WITHSTAND
VEHICULAR LOADING. DO NOT PARK OR
DRIVE. VEHICLES OVER SEPTIC SYSTEM.
DESIGN FLOW: 2 BEDROOMS x 110 GPD = 220 GPD
SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS
USE EXISTING 1000 GALLON SEPTIC TANK IF IN
SOUND STRUCTURAL CONDITION. IF NOT, INSTALL
NEW 1500 GALLON SEPTIC TANK.
DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW.
SOIL ABSORBTION SYSTEM: A 22.5 ft x 8 ft x 2 ft
LEACHING GALLERY AS DEPICTED BELOW CAN LEACH:
BOTTOM AREA = (22.5 x 8.0) = 180 sq ft
CInFWAI I AGFA = M9 R+99 F+R+RI 9 = 199 — fl
VIAL ARCA — JUZ sq.
FLOW CAPACITY = 0.74 x 302 = 223.4 aol/dou
INSTALL A 22.5 ft x 8 ft x 2 It GALLERY AS CONFIGURED
BELOW, FLOW CAPACITY = 223.4 gol/doy WHICH EXCEEDS
THE 220 gal/day REQUIRED FOR A TWO BEDROOM DESIGN.
SOO#L ABSORPTION
SYS ITEMI CONSTRUCTION DETAIL
USE SHOREY PRECAST STONE
500 GALLON
LEACHING 22.5 ft
DRYWELL
1.585 It
},
O 4.83 ft
00 1.585 ft
2.75 8.5 8.5 2.75
ft ft ft ft
500 GALLON DRYWELL
DIMENSIONS & DETAIL INSTALL ONE INSPECTION
RISER TO WITHIN THREE
USE INCHES OF FINAL GRADE
H-10 &INDICATE LOCATION
ON AS -BUILT
UNI T
0 33
0000 In
000
102 in
INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXT/LE
FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED.
CROSS SECTION VIEW
in PEASTONE
0281 24 inECTIVE 314 in T �26in
inn2
TH ''l -I/2 in GRAVEL 111 -m
31 in 58 in 31 in
120 in
F LO W P R OO F I L E
TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE 4 in SCH. 40 PVC
EL = 25.01 +— 6 in OF FINAL GRADE AND TO PITCH AT 1/8 in/ft MIN
22.5
i(I
D -Bo 3'
USE H-20 MAX
E=TW 22.2
EXISTING 1000Q GALL N ° °o°o °
SEPTI C� TN� oD Soo GALLON goa°D oa 0
20.35 19.63 °°P8�og°°D DRYWELL o0�08=0°00
EXISTING REFER TO DETAIL BOX S6 in
TONE 80�L
EXISTING A° o SORPTT ON +
19.80 BASE 19.50 w
SYSTEM—REFER TO
E� 18 ft 5-12 ft DETAIL BOX In
NO GROUNDWATER BELOW
MOTTLING OBSERVED - 11.45
------ CKiSting grourrrl profs/G
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SGHEo. 40 A? V. G. OR FG OW
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