HomeMy WebLinkAboutEngineered Plan - 2002TB #1 (SEE B. YOUNG PLAN) JOB No. Yoe -36 v
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: (APRIL 2002)NOTES COLLINS4.DWG 8
1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). DEPTH (inches) ELEV.(feet) 1. LOCUS IS A.M. 122, PARCEL 120. 6 ID
RTE 6A
LEGEND 310 CMR 15.212. 0 32.0 2. ELEVATIONS SHOWN ARE ASSIGNED. /o
sandy loam 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. /J
loamy 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 11 ��
iH 1 TEST HOLE LOCATION, NUMBER 2993 24„ -sand ---- 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 1� ��
W WATER LINE MARKINGS iron 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. F
X 9.5 x EXIST. &PROP. ELEV. X' MARKS POINT silty clay
$'7 ) 48------------ loam7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". NOT 0 �F
EXISTING CONTOUR8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW SCAL `'
$ -___ PROPOSED CONTOUR D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
® EXISTING DRAINAGE CATCH BASIN'A L 33,47 72" --------
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
USE METAL COVERS WITH GRATE AND FRAME OVER PUMP AND SEPTIC TANK OUTLET.
x - FENCE (IF SHOWN, NOT ALL SHOWN) T 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOBATION MAP
0 TREE (IF SHOWN, NOT ALL SHOWN) (/,p r�------- 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
96„ med. sand 24.0 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
N 80°15 ,Q
.12V t) % 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
t 45 tai 72' ,TR� Elej 120" -------- 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
/ (a� hexa) N� 74° water 21'0 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT..
26d, 3,30„ DEPTH (inc es) ELEV.(feet)
it/ 144" -------- 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
M
61,57
1-90 / M /, to RR TEST HOLE DATE: August 28, 2002
0 Ek'st pot . 34 .14 Sp'ke PERFORMED BY: Ron Cadillac, Soil Evaluator 14"
O /M
Q 33.46 3 91 C� hq 1 38 MAKE GRADE CHANGES WITNESSED BY: Amy Von Hone, RS, CHO
J WATER SERVICE RUNS �3't _ &'Q :• 34'1 / ^ SHOWN OVER LEACHING PERC RATE: <2'-00"/inch (C2 layer)
�.8 SOIL SURVEY(1993): Carver loamy coarse sand 36
Q FROM HERE TO STREET stone Q GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
_ 12'* Invert 30.70±
Invert 30.15
vlt0//VG, a° / �" Exist. Cast Iron 5 HIGH CAPACITY
32.7 G• 1� / ALARM & PUMP NOTES Use Gas Baffle INFILTRATORS v6
Li Shod ,3 ` ,7 (L Invert 31.75
' 874 S� o C, / Proposed Provide o
t x o Q 1. ALARM TO BE WIRED BY ELECTRICIAN ON S=1 /2 /ft 9" cover see detail 32.2 80
3 .9..
..............; `" M / SEPARATE CIRCUIT FROM PUMP. T ASTONEVent
O �' / 2. ELECTRICAL WORK TO BE INSPECTED BY I Proposed OP PE
(v .2 u> Cu /� Invert 30.40 P
::..
c 5 1\3 4 t.a� 328 J f Z 4J co WIRING INSPECTOR. I Proposed 1500 Gal. -1
� . 32.4 / c 3. ALARM TO BE LOCATED IN HOUSE. 1 Sanitary 10 1/4"
32'4 32.5 2.4 1 1Bottom 25 65 Tee T 160"
A lay r 10yr 4/4 34.8
sa dy loam
B lay Ir 1 Oyr 5/6
Sa �dy loam
C1 lay�r 10yr 5/6
San y loam
30.1
C2 lay r 1Oyr 7/2
med. fine sand
(10% gravel)
4 P M T no water
21a�4 U P 0 BE CAPABLE OF PASSING 21.5
Stone :;'';:: 5 X.V.5 4J-11-1 4" SOLIDS AND INSTALLED IN STRICT 1 1 Proposed Invert 31.75 30.9
Q .. � - - / Invert 31.92
Metal grate'" CONFORMANCE WITH MANUFACTURER'S 1 6 Stone or compact Proposed 1 4 0 Bottom
�. 0 /� p P 1 1 Proposed
W & frame ; r„ J SPECIFICATIONS. I 1
Z I .Stone to grade rj Q 7'J- 7' 4' 200'1 I N I 0-11 EI 26.9
I 5. USE MEYER MW50, 1 /2 HP PUMP, OR r
Qz. 1.7\� EQUIVALENT, CAPABLE OF PUMPING (D Bottom Bottom TH1=18.3
44 GPM Q 23' TDH. < 5;9 AIW 247 --April 02
AREA= 20,890±S.F. DESIGN DATA Zone B
BENCHMARK --TOP SPIKE i Shaded Area Not Inctnded) I'. RETAIL SPACE: 4600± S.F. Water 0 21.0 (April, 2002)
SET=31.26 ASSIGNED 30.9
1.1 ' LEACH AREA
(4'3" OFF CORNER SHED) C).4 [Attic + Basement + 1st Floor + 2nd Floor]
31. S5 3 , .
.Use Thrust Blocks [600 s.f. + 1200 s.f + 1800 s.f + 1000 s.f]
at all bends. _
Cl_
H-20 1000 GAL. PUMP CHAP GARBAGE GRINDER - - Ns-- �- I A A ITY INFILTRATORS
�B REQUIRED CAPACITY: 250 GPD WITH 4' OF STONE ON SIDES AND 2'±
Ltl • o � -�: �.
DRILL 3 8 WEEP VENT HOLE
/ / SEPTIC TANK: 1500 GAL. OF STONE ON THE ENDS, FOR A
9" cover BOTTOM LEACHING AREA: 379 SF 35' LONG BY 10'-10" WIDE BY 10 1/4"
a / TB
[(35' X 10.83')] DEEP LEACH AREA. '
29 B -f 2 Ltne SIDE LEACHING AREA: 77.9 SF ' f ]
a1 f.: /:: 5 REMOVAL
Invert 30.07 CHECK VALVE DO 5 ALL AROUND AND UNDER REMOVAL
Z / [2(10.83'+ 35') X 0.85' DEEP)]
6 f> ALARM 32' '
/ DESIGN CAPACITY: 338 GPD
f` DRAII GE / ON 28 DOWN 4' TO 8' TO MED. FINE SAND. 7
29.1 �: /. {s OFF 24' P [(379 SF + 77.9 SF) X .74 GPD/SF]
f: wJIo ;. PUMP CHAMBER STORAGE CAPACITY: 370 GAL. BUOYANCY CALCULATIONS 1500 GAL. H-10
Bottom 25.32 6" STONE UNDER DOSES PER DAY: (USING 250 GPD) 4 WEIGHT OF EMPTY SEPTIC TANK AND 9" OF COVERT
% / s ;
_.
TANK= 10.615 TON PER SHOREY _.
BENCHMARK --TOP SPIKE 291 / BUOYANCY CALCULATIONS -PUMP CHAMBER _ /
° 9" COVER -.75' X 6.17' X 11' X 0.055 TON CU. FT.
SET=30.00 ASSIGNED 0, WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 9" COVER=2.80 TON
(BEAN POLE WITNESS) 90 29 I CHAMBER= 7.25 TON (PER SHOREY) 0 ^ TOTAL= 10.615 TON + 2.80 TON = 13.41 TON
1 IT WEIGHT OF WATER --HIGH GROUNDWATER DOWN
129.2 Q, o, 9" COVER= 0.75' X 5.25' X 9' X 0.055 TON/CU. FT. (26.9 -25.65) X 6.17' X 11' X 0.0312 TON/CU. FT.
11 78t 1 30.0 0 41 '> 9" COVER=1.95 TON WEIGHT WATER= 2.65 TON
SEE PROPOSED DRAINAGE PLAN TOTAL= 7.25 TON + 1.95 TON = 9.20 TON
z .2 29.1 04. . TANK AND 9" COVER ARE HEAVIER BY 10.7 TON
3' DEEP IMPERVIOUS 29.7 • o /n
BARRIER --65 L.F. OF.0..24. M v 173 RT 6A, YARMOUTHPORT, MA WEIGHT OF WATER --HIGH GROUNDWATER DOWN T _- -_
40 MIL POLYETHYLENE 4 0 . ~ DATED 5/22/02 (26.9 -25.32) X 5.25' X 9' X 0.0312 TON/CU. FT.
(MILLER BREAKOUT**) 4-t�4 °'z WEIGHT WATER= 2.33 TON
TOP BARRIER=TOP 297 �oo�2aN BY BERNARD J. YOUNG, PE TANK AND 12" COVER ARE HEAVIER BY 6.8 TON.
PEASTONE 32.2, GRADE 0.0 �Q04i�41� 2 O JE sj <� 21 ��
ABOVE BARRIER=32.8 MIN 30.4 81�04`°°oM",y 1. 8 �/ CO �;
BARRIER IS STIFF �J � o -v THIS PLAN IS A VALID COPY ONLY IF IT BEARS
& OBTAINABLE FROM 30 17..*Qtbao4v 9
MILLER ENVIRONMENTAL Q`ti°�� 1. -� AN ORIGINAL RED STAMP AND SIGNATURE. j
508-697-3710. 30.3 i SITE PLAN FOR= --
"ROBERT F. 8c JUDITH M COL -INS
31. /� 3 3. (0�.ZN /�q���1(H OF
I RESe (�l Y
R Qi �� RONALLD s
32 1 �� 173 HALLET ROAD(RTE 6A YARMOUTH T� �� � ), (POR ), MA
' \ G/STEREO , <��FESS\O aQ
SEPTEMBER 18, 2002 SCALE.-
!! ! `•'
1 =3
;) .:...D
..... SgNITAR\PN � SURVEY
DO' V 39.0 .........
Abp /F �-
N• � N f -Id. RONALD J. CADILLAC, PLS, RS
SEL S GR PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
-WEST YARMOUTH, MA 02673
/�EALfH AGENT APPROVAL DATE (508) 775-9700
@2002 BY R.J. CADILLAC PAGE 1 OF 1
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