HomeMy WebLinkAboutEngineered Plan - Rev. 2019Q
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8.4. I LOCATED IN WOODS --TRENCHES
(• I t MAY BE MOVED TOWARDS CENTER
x 13.4 OF LOT TO AVOID TREES.
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x 13.2 •13,1
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TH 1
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x 12.7
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x 12.5
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C 11.5 x 119 /^
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BENCH MARK --TOP BACK, CENTER 4 Z. // 10 41
SEPTIC TANK=11.91 ASSIGNED C1qI
ALARM & PUMP NOTES
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP.
2. ELEQTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
3. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S
SPECIFICATIONS.
4. USE MEYER 'SRM4, 4/19 HP PUMP, OR
EQUIVALENT,
5. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP: .
PROVIDE UNION/DISCONNECT IN 2" PVC
'LINE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM OUTSIDE. .
PEGOMMEND FLOATS BE ATTACHED TO 2"
PUMP LINE SO FLOATS CAN BE ADJUSTED
OUTSIDE -CHAMBER ALSO.
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
W WATER LINE MEASURED IN BASEMENT
GAS: LINE FLAGS
E OVERHEAD EI ECTRIQ WIRES (IF SHOWN)
x 9.5 x 9.5 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
g----- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
REV.:2/7/19--PUMP CHAMBER & LEACHING
z /
� I x 12.6 13.9
12.
x 12.4 I
x 12.1 �J I
a� 1ZL 12A2.8 I
x 10.7
x
ox a 7 I. �i 1 12.9 I x 13.5
cV 1 I x 14.3
I Exist. i . I
J,9 x 11.5 r 1 ,71�1,81 Deck i I
x 11,5 ::.........
.. ..............
I
x 2.1 ..........�.....�........ i I
- 13.5
EXISTING HOUSE X I x 1 .7
N0. 154
+ 12.29 x 15,4
I 12.25 Y t
� I
::...A ::......... Q
:.
ell 13.4 1' 13.61 13,54 x 15.1
/ x 12.9 1 13,1 1 13,49 i x 3.8
F, 1
N I
/7 I 12�6 7 1 ::D I
2 7.48' x I j j 12.110
x 12.1
N 82'S7'0Q„ W 11,8 t? j a i i x 15.1
A=9,6 00' j
R=6019. 77'
Edge ap paVement --� 12.20
`-1�,4�--L---------- 13,7(
CAP T SMAL L ROAD
1000 GALLON
H-10 PUMP CHAMBER
MAKE WATER TIGHT
Cover to grade DRILL 3/8" WEEP/VENT HOLE
Recommend Floats
replaceable from top
Quick Disconnect/
10.55 larrn 32" Union
Invert On 26" Check Valve
Off 2"' 8 05
P
11
5.97STONE UNDER
Bottom
MAXIMUM FEASIBLE COMPLIANCE AQPROVALS•
1. VARY DEPTH TO GROUNDWATER BY 1'. 310 CMR 15.212 1
(
N /F
CHESTNUT
BENCH MARK --TOP SPIKE SET I
DOWN 1" =12.45 ASSIGNED
(44'-2" OFF HOUSE CORN., 5' OFF RANGE LINE)
JOB NO. Y18-- 22
NOTES Kelly.dwg
Old Towne House Rd.
----
1.
LOCUS IS AM.. 77, PARCEL 35. FB 33/79 SB 14/50
2.
ELEVATIONS SHOWN ARE ASSIGNED.
-o
3.
LOCUS IS IN FLOOD ZONE X (<0.2% RISK) 'ON FIRM DATED JULY 16, 2014.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT ' 1 /4" PER FOOT. (UNLESS
in
5.
,NOTED)
MUNICIPAL WATER IS AVAILABLE. LOTS. WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, -WATER TEST D-BOX FOR EQUAL FLOW
Cpt. Small
Rd,.
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
af
NOT TO
COVERS TO GRADE--1 ON TANK, 1 OVER PUMP ---BUILT UP COVERS; 2 ON :LEACH, D--BOX.
SCALE
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1 /2" WITH 2" MIN. 1 /8 TO 1 /2" PEA STONE ON TOP.
LOCATION
MAP
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE
1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
ELEV.(feet)
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
131
BATH I
BDRM BATH KIT DNRM
J
-[ GAR
LIVRM
BDRM BDRM
EXISTING FLOOR PLAN
NOT TO SCALE
BASEMENT UNFINISHED
i
14.48f
Top of Found.
4.8
Septic Tank 3.1
,Existing ---------- ----
Sanitary 3.8"
' 6.6 Tee T
Bottom Invert 12.10 11.55
I Invert 11.87 a
6" Stone or compact Proposed Proposed 4 Bottom level
'
-� 3.5'1 1 63'i i N i-- ,---+ High Water=7.55(2/7/19)
I 5
High Ground Water=5.9
DESIGN DATA 1.1' USGS Adjustment
AlW-230 October 2018
BEDROOMS: 3 ;' Zone B/C Line
GARBAGE GRINDER: No Observed Water=4.8
REQUIRED CAPACITY: 330 GPD z
�- PROPOSED SEPTIC TANK: 1500 GAL.
LEACH AREA
EFFECTIVE LEACHING AREA: 463.2 SF
5.79 SF/LF X 5/UNIT=28.95 S.F/UNIT - USE TWO ROWS OF TRENCHES, AS SHOWN,
16 UNITS X 28.95 SF/UNIT=463.2 SF(EFFECTIVE) EACH BEING 34" X 40' X 3.6" DEEP.
DESIGN CAPACITY: 342.7 GPD
[(463.2 SF) X .74 GPD/SF]
PUMP CHAMBER STORAGE CAPACITY: 330 GAL.
DOSES PER DAY: 3.9, BUQYANCY CALQ'S-1000 GALLON PUMP CHAMBER
WEIGHT OF EMPTY CHAMBER AND AVERAGE 9" COVER
CHAMBER= 4.15 TON (PER ACME-SHOREY)
9" COVER= .75' X 4.83' X 8.5' X 0.055 TON/CU. FT.
9" COVER=1.69 TON Permit valid for ItF:PAtIt OF SI?I'"IIC Sl'SI1?Ri
TOTAL- 4.15 TON + 1.69 TON = 5,84 TON ONI,V, due to state and Local septic variances.
WEIGHT OF WATER --HIGH GROUNDWATER DOWN Board of Ilealth review and approval is 1eyuircd for
(,7.55 -5.97) X 4.83 X 8.5 X 0.0312 TON/CU. FT. ally futgi-c additions/reuovationzhilterations to
WEIGHT WATER= 2.02 TON sewage facilities an'(!/or strucimes/dsvclhng.
TANK AND 9" COVER ARE HEAVIER BY 3.8 TON. yr:mouth licalth 1)tl>arfnient
APPR0 V E, /cJ
I Name Date
i;
SITE PLAN
FOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGIN L RED STAMP ND SIGNATURE. ROBERT Vo & KAREN R. KELLY
OFXq r OFA LOT 4 154 CAPT. SMALL RD S. YA
.tt5A OF MAgs9c.. ' l�tass4e. , , R M 0 U TH
RONALD s ' �RONALD s � i� ,
4;o JAMES �,'o JAMES,, N 0 V EMBER .J, 2018 SCALE. 1 --20
CADILLAC �' ' " CADILLAC
# 1060+, �, # 35779 A
a o
�y FQ/STEQO '.��q �ESS�O 0
0
9"
TEST HOLE DATE:
November 1, 2018
USE SLIGHT GRADE
PERFORMED BY:
Ron Cadillac, Soil Evaluator
16„
CHANGES, AS SHOWN
WITNESSED BY:
Philip Renaud, Inspector
Iac)L
PERC RATE:
<2 --00 /Inch (B' layer)
2911
SOIL SURVEY(1993):
Carver coarse sand
48"'
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
Invert 11.70±
Proposed REPLUMB
Invert 10.59
16--ARC 36LP (3.8")
Use Gas Baffle
Cover t0 grade Effluent Filter
2 TRENCHES W/O STONE
Invert 11.93 Provide 1' Cover
S=5/8"/ft 6" cover
see detail
Proposed Top Units=12.22
.0 Filter Cloth
Existing
3" Max.
100"
Invert 11.11
1000 Gal.
P
-c Inspection Port
120"
HEALTH AGENT APPROVAL
DATE
Fill
A/E layer 10yr 5/4
loamy sand
B layer 10yr 5/8
loomy .sand
C layer 2.5y 6/4
medium sand
_- observed water -
RONALD J. CADILLAC, PLS, IRS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
)2018 BY R.J..�CADILLAC PAGE 1 OF 1