HomeMy WebLinkAbout173 Route 6A - Site Plan 3MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY SEPARATION TO HIGH GROUNDWATER BY V (4' PROVIDED).
LEGEND 310 CMR 15.212.
TH 1 TEST HOLE LOCATION, NUMBER 2993
-W- WATER LINE MARKINGS
9.5 x 8,7 EXIST. & PROP. ELEV. ('X' MARKS POINT)
,,-6--- EXISTING CONTOUR
TB #1 (SEE B. YOUNG PLAN)
-BOX L V R
PROPOSED CONTOUR
JOB NO. Y02-36
v v
(APRIL 2002)
NOTES COLLINS4.DWG
`a
®
DEPTH (inches) ELEV.(feet)
1.
LOCUS IS A.M. 122, PARCEL 120.
RTE
0 32.0
Bondy loam
2.
ELEVATIONS SHOWN ARE ASSIGNED.
at all bends
H-20 1000 GAL. PUMP CHAMBER
It
3aa
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
USE METAL COVERS WITH GRATE AND FRAME OVER PUMP AND SEPTIC TANK OUTLET.
I-
v
24'• _loamy -_-
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
(RTE
��
sand
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
0
1
iron
silty clay___
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
--------
24.0
48" _ loom-
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
NOT TO
,6
J
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
SCALE
/ a
ON 28"
DESIGN CAPACITY: 338 GPD
D EXIT PIPES TO BE
/
OFF 24„ P
-g-
PROPOSED CONTOUR
<D
DESIGN DATA
5.9 pri
Zone B
of ln'daded)
E EL FO FIRST TWO FEET.
/
®
EXISTING DRAINAGE CATCH
BASIN
72"
Use Thrust Blocks
- --
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
LEACH AREA
at all bends
H-20 1000 GAL. PUMP CHAMBER
,
3aa
USE METAL COVERS WITH GRATE AND FRAME OVER PUMP AND SEPTIC TANK OUTLET.
WITH 4' OF STONE ON SIDES AND 2'±
x -
FENCE (IF SHOWN, NOT ALL
SHOWN) `C
��
(RTE
9" cover
10. STONE TO BE DOUBLE WASHED 3/4 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,
LOCATION MAP
0
TREE (IF SHOWN, NOT ALL
SHOWN)
DEEP LEACH AREA.
9B"
--------
24.0
N Rn.,
,6
J
med. sand
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
O
J WATER SERVICE RUNS
} FROM HERETO`
C�
w
H
F -
5jqA:12W ) (� 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
t 4$ tat 72" r v TRC 120" IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
Pea,
210
J a hef j` T 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
y� I wafer ' LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches) ELEV.(feet)
374. 30< W 144^ ------_- 14. ALL CONSTRUCTION TO MEET TITLE S AND LOCAL REGULATIONS. 34.8
A layer 10yr 4/4
sandy loam
B layer 10yr 5/6
sandy loom
Cl layer 10yr 5/6
sandy loom
C2 layer 10yr 7/2
med. fine sand
(107 gravel)
no water
o l CM l" p 615 to RR TEST HOLE DATE: August 28, 2002 0
fxlst. Pov ;� 3a 14 Spike Fna _ .3a PERFORMED BY: Ron Cadillac, Soil Evaluator 14"
4.1z � I / WITNESSED BY: Amy Von Hone, RS, CHO
33.46 60 341 3.91 / �^ MAKE GRADE CHANGES PERC RATE: <2'-00"/inch (C2 layer)
73'1 Z SHOWN OVER LEACHING SOIL SUR
Carver loamy coarse sand 36"
Stan �'8 Q CD GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
7z'i Ek�$rING F 3a Q Invert 30.70±
eU4plNG a / Ltl 0)7 Exist. Cast Iron Invert 30.15
32J N0, 77 / ALARM &PUMP NOTES Use Gas Baffle 5 HIGH CAPACITY 56"
I
ShOded 3 H-20 overt 31.75 INFILTRATORS 0
'7814 SF o h l Proposed Provide ••a-
x Q 1. ALARM TO BE WIRED BY ELECTRICIAN ON S=1 /2" 9" cover see detail 322 80
lC)
V J 5 �3
Q 32.4
I 1
Z Stone
Q I 1
a AREA=2C
BENCHMARK --TOP SPIKE i Shaded Area
SET=31.26 ASSIGNED 0 30.9
(4'3 OFF CORNER SHED) U' a
a
CID
01 i
29 />
ao,,
29.1
BENCHMARK --TOP SPIKE 29.1
SET=30.00 ASSIGNED
(BEAN POLE WITNESS) 9.0
29, 1
1
129.2
at 1
3' DEEP IMPERVIOUS 2 2 2. 1 29
BARRIER --65 L.F. OF 1- , ° �'<'
PEASTONE=32.2,GRADE 29.7 as "+C
ABOVE BARRIER=32.8 MIN 3p4 C
Y4 BARRIER IS STIFF 30 4
17'*& OBTAINABLE FROM 1�
MILLER ENVIRONMENTAL
508-697-3710. 30.3 TN
to
N 2
031
....:..::.:_ 39.0
p pNACO N/F
N. NpEL S C.B.l,.
GRA Y
0
"'"" / SEPARATE CIRCUIT FROM PUMP. Vent
0, TOP PEA STONE
Z / 2. ELECTRICAL WORK TO BE INSPECTED BY Proposed
z u1 Invert 30.40 P
aD / ' WIRING INSPECTOR. 1500 Go'
Proposed _ _ _ _
32.8 324 J s J 3. ALARM TO BE LOCATED IN HOUSE. Sanitary 10 1/4"
5 2'4 �53T 4. PUMP TO BE CAPABLE OF PASSING Bottom 25.65 Tee T 160"
Stone 'Q :; 5 Ct/ 1-1/4" SOLIDS AND INSTALLED IN STRICT Proposed overt 31.92
Invert 31.75 30.9
Metal gratosed P
CONFORMANCE WITH MANUFACTURER'S 6" Stone or compact Proposed 4.0 Bottom
O 7� P P Pro osed
& tramem J SPECIFICATIONS. I p
to /grade W f : Q 5. USE MEYER MW50, 1/2 HP PUMP, OR r7 L 7 r-4 1 1200' ro QEI 26.9
1.7Z\� EQUIVALENT, CAPABLE OF PUMPING Bottom TH1=18.3
AIW 247--A ;l 02
190±S.F.
44 GPM @ 23 TDH.
<D
DESIGN DATA
5.9 pri
Zone B
of ln'daded)
RETAIL SPACE: 4600± S.F.
Water 0 21.0 (April, 2002)
1.3
.a
[Attic +. Basement + list Floor + 2nd Floor]
31.
ss
Use Thrust Blocks
- --
[600 s. f. + 1200 s.f + 7800 s.f + 7000 s.f]
LEACH AREA
at all bends
H-20 1000 GAL. PUMP CHAMBER
GARBAGE GRINDER: No ..
USE 5 HIGH CAPACITY INFILTRATORS
REQUIRED CAPACITY: 250 GPD
WITH 4' OF STONE ON SIDES AND 2'±
7
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"
7TH
i,
Etne
[(35' X 10.83')]
DEEP LEACH AREA.
2
SIDE LEACHING AREA: 77.9
SF
5' REMOVAL
J
Invert 30.07 CHECK VALVE
ALARM 32'
[2(10.83'+ 35') X 0.85' DEEP)]
/ a
ON 28"
DESIGN CAPACITY: 338 GPD
DO 5' ALL AROUND AND UNDER REMOVAL
/
OFF 24„ P
[(379 SF + 77.9 SF) X .74 GPD/SFj
DOWN 4' TO 8' TO MED. FINE SAND.
o
PUMP CHAMBER STORAGE CAPACITY: 370 GAL,
BUOYANCY CALCULATIONS 1500 GAL. H-10
a' a...
Bottom 25.32 6" STONE UNDER
DOSES PER DAY: (USING 250 GPD) 4
0
/ y
WEIGHT OF EMPTY SEPTIC TANK AND 9" OF COVER
f y
TANK= 10.615 TON (PER SHOREY)
o
BUOYANCY CALCULATIONS -PUMP CHAMBER
9" COVER=.75' X 6.17' X 11' X 0.055 TON/CU. FT.
w P
^
WEIGHT OF EMPTY CHAMBER AND 9" OF COVER
9" COVER=2.80 TON
o
CHAMBER= 7.25 TON (PER SHOREY)
TOTAL= 10.615 TON + 2.80 TON = 13.41 TON
a m
9" COVER= 0.75' X 5.25' X 9' X 0.055 TON/CU. FT.
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
m ^
(26.9 -25.65) X 6.17' X 11' X 0.0312 TON/CU. FT.
s
SEE
"PROPOSED DRAINAGE PLAN
9" COVER 25 T TON
TOTAL= 7.25 TON + 1.95 70N = 9.20 TON
WEIGHT WATER= 2.65 TON
n
173 RT 6A, YARMOUTHPORT, MA"
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
TANK AND 9" COVER ARE HEAVIER BY 10.7 TON.
v
DATED 5/22/02
X 5.2 9 X 0.0312 TON/CU. FT.
(26GHT
BERNARD J. YOUNG, PE
TX
WEIBY WATER
O
TANK AND 12" COVER ARE HEAVIER BY 6.8 TON,
J �
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
Q AN ORIGINAL RED STAMP AND SIGNATURE.
N OF
�C v a\ a,uorn; S &c
N "'O ,
��is0` RONALD ��m�> �� RONALD ��°
'o JA S (��io JAMES �1M
HEALTH AGENT APPROVAL DATE
30.1
21.5 1
SITE PLAN FOR
ROBERT F. & JUDITH M, COLLINS
173 HALLET ROAD (RTE 6A), YARMOUTH(PORT), MA
SEPTEMBER 18, 2002 SCALE: 1"=30'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2002 BY R.J. CADILLAC
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