HomeMy WebLinkAboutEngineered Plan - 2019- I I
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M BUOYANCY CALC'S-MONOLITHIC H-20 PUMP CHAMBER BUOYANCY CAL'S MONOLITHIC 1500 GAL. H-20 ! Fa 34/536 SB 14/66
1. LOCUS IS A M. 24 PARCEL 122.;;
WALL DIMENSIONS ,
N WEIGHT OF EMPTY CHAMBER AND 9" OF COVER WEIGHT OF EMPTY SEPTIC TANK AND 6" OF COVER 2• ELEVATIONS SHOWN ARE NAVD$8 BASED UPON VERTCON.
0 CHAMBER= 8.00 TON (PER ACME-SHOREY) TANK= 12_75 TON (PER ACME-SHOREY) 3. LOCUS IS IN FLOOD ZONE AE(11)ON FIRM DATED JULY 16, 2014. tea; /ra
- _ ' _ X 6' X 11.5' X 0.055_ TON CU. FT. _ _ 9 (
/ 6 COVER -.5 /_ _ _ __ 4. ALL PIPES BE 4 SCH 40 AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �' U0' ew a
Z _ " S
- -- _ - a
9" COVER- � 90 TON X 7.67 X 0.055 TON CU. FT. 6" COVER=1.90 TON 1 6
5 MUNICIPAL WATER. IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. moo° x
TOTAL= 8 TON + 1.9 TON = 9.9 TON TOTAL= 12.75 TON + 1.90 TON = 14,65 TON ' r
� WATER --HIGH GROUNDWATER DOWN � WElGH7 OF WATER -•-HIGH GROUNDWATER DOWN 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. o
o_ WEIGHT OF WATER- H H 7, INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
C3 (5.5 - 2.03') X 6' X 7.67' X 0.0312 TON/CU. FT. (5.5 -2.3) X 6' X 11.5' X 0.0312 TON/CU. FT. Exact location of Wall to lot line not critical. 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW NOT TO p°def
WEIGHT WATER= 5.0 TON WEIGHT WATER= 6,9 TON Use fences as a guide. D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Ra
J TANK AND 9" COVER ARE HEAVIER BY 4.9 TON. TANK AND 6" COVER ARE HEAVIER BY 7.7 TON. 9. DEPTH OF COMPONENTS NOT T0; EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE
aq� COVERS: BUILD UP H-10 COVER TO GRADE --1 ON TANK, 1 ON PUMP CHAMBER. LOCATION MAP
10. STONE TO BE DOUBLE WASHED Y/4 TO 1 1 /2" WITH 2" MIN. 1 /8 TO 1 /2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.f
Exist. Fence 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
IS TO BE CLEAN GRANULAR SA D MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
3' 13. PUMP AND FILL ANY EXISTING C SSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet)
is a
�! LEACH AREA, AND DISPOSE OF �S DIRECTED BY HEALTH AGENT.
TAPER END OF WALL /f ' 14. ALS. CONSTRUCTION TO MEET TIE 5 AND LOCAL REGULATIONS. 6"
AT 3:1 SLOPE !f
LAR & PUMP 0 `� '
ALARM M N .TES
a�
1. ALARM TO BE WIRED BY ELECTRICIAN ON moo• 3' TEST HOLE DATE. October 25, 2019 26sO'
s. ,o Exist. Fence CENTER OF NEW SEWER LINE PERFORMED BY: Ron Cadillac, Soil Evaluator 37"
SEPARATE CIRCUIT FROM PUMP.
2. ELECTRICAL WORK TO BE INSPECTED BY N/F AREA of FILL / TO EXIT 1'-9" BELOW TOP WITNESSED BY: Philip Renaud, Inspector
OUTSIDE OF WALL \ PERC RATE: <2'-00"/inch (B layer)
WIRING INSPECTOR, 3:1 SLOPE --� OF FOUNDATION.
3. PUMP TO BE CAPABLE OF PASSING SEE DETAIL SOIL SURVEY(1993): Carver coarse sand
1-1/4" SOLIDS AND INSTALLED IN STRICT TOMASINI .94 TOP WALL=11.0 9.27±
Invert 7.33 GEOLOGIC MAP(1986): Harwich outwash plain deposits
CONFORMANCE WITH MANUFACTURERS
SPECIFICATIONS. fr mss` \ Top Foundation
Proposed- 20 ADS ARC 36LP 47
4. USE MEYER SRM4, 4/10 HP PUMP, OR �` I Invert 6.80 CHAMBERS W/0 STONE
EQUIVALENT. 9 �` .;;;;:... `'..,.;;• \ 8.69 See Detail Proposed Invert 9.89
:::
6. TO PROVIDE FOR EASY AND SAFE PROVIDE SWALE Use Gas Baffle Proposed Top Units. --10.17
MAINTENANCE OF PUMP: �•:;: ;:
Effluent Filter ®Filter Cloth
-PROVIDE UNION/DISCONNECT IN 2" PVC , .:; 3' TAPER END OF WALL S-=1 /,q"/ft+ 6 cover 85 -•-
LINE AT TOP PUMP CHAMBER SO PUMP .. AT 3:1 SLOPE
CAN BE REMOVED FROM TOP OF TANK. 6.52 ;4-•:. 9.03 Proposed 3" Max.
-RECOMMEND FLOATS BE ATTACHED TO 2 1500 Gal. S=1 /8 /ft inspection Port
�20x 6.s �� ::5::.`. / Invert 7.05
PUMP LINE SO FLOATS CAN BE ADJUSTED 4 �y :_:::� 1 -9 off Range Line H-20 Mono.
OUTSIDE CHAMBER. goy°3 �p7.2 \,4 ` I Proposed Septic Tank*
t*(IT
----_ -----0 1 3.87.26 9 `o, ; :: �' AVl7 L I I V l 2.3 Water Tight �ary9.0 �� ' :;�'\°I Bottom 1 \�9. l 6 Stone or compact Invert 10.06 Invert 9.82 15
x 6 9 , i 8 \��� o°• Pro osed Proposed I Q Bottom
7.36x 7,2 LOT 41 / x 8.7 I I P 1 7
x 89 ''1�,000fS.F. °� --'' o� .4 w 2.5 DEEP IMPERVIOUS l , , , 3' ;,
ACME-SHOREY H-20 Thruetelo8 e 8.75 l 1 ' l 11`? w High Groundwater TH1=5.5
4"o��ti / N BARRIER --95 L.F. OF l--- 22 ------1 2-, I-47-; , r-13' 9
1000 GALLON 8'S �` x 7 2-'''' y 40 MIL BARRIER I I I ' rn ' 3' l 1.4' USGS AdJ•ustment
�,�'6.9 0 \� \.yy'� TOP BARRIER=TOP < 7' l September 2019
PUMP CHAMBER* E9`E , 8 x
7.3 8.0 �,� ,(\\, 7,9 TH 1 PEASTONE=10.2,GRADE DESIGN DATA - Zone A
DRILL 3/8" WEEP/VENT HOLE �\ ,7`E o ` 8,o X 8'3 7 85 ABOVE BARRIER=10.7 MIN
$.0 9 Observed Water=4.1
Quick Disconnect/ `� SOON E_�'Z'�'/ \ ��'� �, 7' x 00, 7,6
BEDROOMS. 3
:. 9
` GARBAGE GRINDER: No
Union
7,3'7 4 .78 <" LEACH AREA
`' 8,1 REQUIRED CAPACITY: 330 GPD
2 Valve �� / 8.2 22 x 7.5 7,65
PROPOSED SEPTIC TANK: 1500 GAL. USE 20 ADS ARC 36LP CHAMBERS (3.8" INV.)
Check - / J BUILT-llP H-10 COVERS -
6.78 larm 38 > �. 7.8 SET INA 11 4" x 20' x 3.8" DEEP BED, AS
„
5.2 _ • 18 6 2 TO GRADE --RECOMMEND EFFECTIVE LEACHING AREA: 473 SFOn 32 --- -- O '� 8.0 GREEN PLASTIC(SCREWED) N/F SHOWN,
Invert Off 26" ---- 4.7__ `� 8,1 76 x 7.4 �\�� • S y0 7,19 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT
KELLEY 20 UNITS X 23.65 SF/UNIT-473 F(EFFECTIVE) 3& 5 REMOVAL
7.8 J'� ``:. 7.9 DESIGN CAPACITY: I 350 GPD
6" STONE UNDER �� °• °° s 7'02 DO 3' REMOVAL ON 2 WALL SIDES AND V REMOVAL
2.03 0 •°° I [(473 SF) X .74 GPD/SF]
Water Tight \ 1 - ,%� �� x 7,7 BENCH MARK --TOP PAINT AT NE CHAMBER RESERVE CAPACITY: 330 GPD ON OTHER SIDES ALL AROUND AND UNDER DOWN
Bottom �' ° `Z'�i370 ,
BENCH MARK --MAG NAIL SET CORNER CONC.= $.16 ASSIGNED TO B LAYER.
��� ::.1.. ��o X715 b.6._ _ _ -
IN DRIVE BERM=8.65 NAVD88 +�,�9 ••.. � X3,/20 gppRO�,�----- �_ _ DOSES PER DAY: 2.6
/9,<3a1 EDGE ►��ETLgNp��c 59 [(0.5) X 249.79 GAL./FT + 1.5� GAL]
� G7.7 / �J
9� G �~ ,//// 6.7
8 O x 7.4 x 7,2 \�
`' `
�\7 7.33 �
Wall 11.0 Prop. 11.17 Min. '�`�72
07 6N F
...............
TOP BARRIER=10.2 \
x6.6 FLYNN
`\X 7,6 l
24"Max Landscape Tie Wall -Use 7.71
pressure treated ties with }
PROP, 31 SLOPE a minimum 40 year life in r
PROP. SWALE contact with ground. Step
face of ties in 1" towards j
mound on each higher row j
Fasten with 8" gaiv, spikes.
B LAYER One or two ties (see diagram) 1,
USE SAND OR GRAVEL to be below finished grade and MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
BETWEEN WALL & BARRIER into original ground. Compact {
BOTTOM BARRIER=7.8 base. (Ties are 5 1/2" square) 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 3' (7' PROVIDED).
310 CMR 15.211 (1).
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
15.212.
COMPACT WALL BASE MATERIAL WALL SECTION A -A 3. NO RESERVE AREA IS SHOWN. 15.248.
ADD GRAVEL IF NEEDED 4. VARY LEACHING TO WETLAND BY 19' (81' PROVIDED). LOCAL REG.
NOT TO SCALE 5. VARY COVER OVER SEPTIC TANK BY 3 (6 PROVIDED). 15.228 (1) I;
6. VARY REMOVAL BY 2' (3' PROVIDED) WERE SHOWN. 15.255 (5) 1
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
W WATER LINE MARKINGS
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
--G GAS LINE MARKINGS
9.5 X 11,2 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
x
EXISTING CONTOUR 6,33
B---- PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
x FENCE (IF SHOWN, NOT ALL SHOWN)
O TREE (IF SHOWN, NOT ALL SHOWN)
REV. 12/11/2019 --LEACHING AREA, SWALE
REV. 11/08/2019--20 CHAMBERS, CONTOURS, THRUST BLOCKS
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORI ED STA P AN IGNATURE ..
_,,r e
Gm I RONALD
RONALD i, ,7 JAMES a'
'o .FAMES v , v CADILLAC
J CADILLAC I
# 1060 0 of 35779��
GISTE��'cESS�p OQi' l
suRVE�
SgNITAR�P -
HEALTH AGENT APPROVAL DATE
Permit `valid for REPAIR OF, SEPTIC_SYS
(3i
.4o
JLdue t® State and Local septic variances..
pard of l lealth review and approvalis required for
j.any future additions/renovations/alterations to
sewage lacilehes;anti/or structu�:Ohlwelling.
Yarmo6th Health Dppartinent
N. Date
SITE PLAN
FOR
STLPHEN M. & LINDA P.. GREENE
LOT 41, 54 PAMET ROAD, WEST YARMOUTH, MA
NOVEMBER 1, 2019 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
I' WEST YARMOUTH, MA 02673
I
(508) 775--9700
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02019 BY R.J. CADILLAC
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