HomeMy WebLinkAbout202 Pine Grove Road Site PlanMAXIMUM
FEASIBLE COMPLIANCE APPROVALS REQUESTED:
Lay perforated pipe level
down center
of C-4
Unit, as shown,
cap end.
NOTES
JOB NO. Y03-12
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
N/F
PROPOSED CONTOUR
194
UTILITY POLE (IF SHOWN)
Use 410
filter cloth, no
peastone.
TOTIRO 126-6't
nce
{' 7
Kearns.dwg
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
LOCATI ON MAP
1.
VARY LEACH AREA TO PROPERTY LINE BY 1'
1.
LOCUS IS A.M. 25, PARCEL 258.
v
(9' PROVIDED). 310 CMR 15.211 (1).
Stone /(r��1}
rif� 'lT��`
rl�,�i
Stone
18.5' 2.
ELEVATIONS SHOWN ARE ASSIGNED.
2.
VARY LEACH VI CRAWL SPACE BY 5' (10' AND
BARRIER PROVIDED). LOCAL POLICY
. Ntif
. ,tyt�
_i
3.
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
>
°
3.
NO RESERVE AREA COULD BE PROVIDED.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
0
]E'
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
310 CMR 15.248.,>
LEACHING CROSS SECTION
>
1 =2
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
a
4.
USE 8" TOTAL COVER ON LEACH AREA.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
eVC.
310CMR 15.240 (9).
N/F
Q 8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Jir°�
0
OD
6
Q
rn
rn
M
od
a
0
{ ' i
0
D
Q
NO
exis ing CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
PROVIDE TIE 1 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
t'=OR FENCE 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
40.9- BARRICADE i /
....... _.. i � - - - - _ o � t9.7 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
/ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet)
GAS LINES 23 19.41 0
MAY BE IN " Deck W G FR A 2 3
IRT
A i 1620' STONE ( RAISE RADE AT FRONT OF TEST HOLE DATE: August 13, 00 10"
iHIS,AREA >: ;: PARKING , AS SHOWN, TO PITCH PERFORMED BY: Ron Cadillac, Soil Evaluator
441144 ° -_•:. �I PARK ! HOUSE
'`•'""' g•6"c ` zp 0' O 1 WATER AWAY FROM HOUSE. WITNESSED BY: Amy Von Hone, RS, CHO 16"
m 0 ' N q, ( 22.02 f PERC RATE: <2'-00"/inch (C layer)
22.$ N o I 1 Top Foundation SOIL SURVEY(1993): Carver coarse sand 36"
i - B �� S8, o GEOLOGIC MAP(1986): Harwich outwash plain deposits
�0.. 3 0l Invert B 19.55
�}
Exist. Cast Iron io
... ._ ..........................:..
0 Q 0 / / Invert 17.29 60"
=•••• ('ti6s`d'-r•• I ¢- � 19,7 Invert A 18.51® cess ool Use Gas Baffle 5 C-4 UNITS
- / Estimated -Top Block 20.0 Proposed Invert 20.62
N Sri-{ 21.7 ; 43O - - `19. /
• 9" min. cover Proposed
z" '"EXISN 11%O. 2USE 14 / S=1/2 /ft see detail 20.96=Top stone
HERE crard $Pam
_...._ ? TH 1
..08 \ �\ N B5.6, g0.9
w�
21..2 01.2
�'t.46 }`1.�
2i0---
BENCH MARK--S.W. CORNER OF
CONIC. STOOP = 22.25 ASSIGNED
21.111---�-x-cff. -�-
x- ca1Y
4' DEEP IMPERVIOUS
BARRIER --170 L.F. OF
40 MIL POLYETHYLENE
(MILLER BREAKOUT*")
MONOLITHIC 1000 GALLON TOP BARRIER=TOP FIL-
TERH-10 PUMP CHAMBER ABOVELOTHBARRER 2=2014RADE MIIN
ER
DRILL 3/8" WEEP/VENT HOLE GRADEDOFFF AT 3:1 MI1N.
"" BARRIER IS STIFF
& OBTAINABLE FROM
Quick Disconnect/ MILLER ENVIRONMENTAL
16.73 Ian 28" Union 508-697-3710.
Invert On 22" Check Valve
Off 17"
J CAUTION: THIS IS A SITE PLAN
UNDER SURVEY, AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
-W-
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET,
coo
21.29.
LIONETTA
GAS LINE MARKINGS (NOT ALL SHOWN)
. 9.5 x8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT TO
N/F
PROPOSED CONTOUR
194
UTILITY POLE (IF SHOWN)
®
COVERS: BUILD UP COVERS TO 6' BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 PUMP CHAMBER.
SCALE
TOTIRO 126-6't
nce
{' 7
TREE (IF SHOWN, NOT ALL SHOWN)
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
LOCATI ON MAP
NO
exis ing CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
PROVIDE TIE 1 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
t'=OR FENCE 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
40.9- BARRICADE i /
....... _.. i � - - - - _ o � t9.7 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
/ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet)
GAS LINES 23 19.41 0
MAY BE IN " Deck W G FR A 2 3
IRT
A i 1620' STONE ( RAISE RADE AT FRONT OF TEST HOLE DATE: August 13, 00 10"
iHIS,AREA >: ;: PARKING , AS SHOWN, TO PITCH PERFORMED BY: Ron Cadillac, Soil Evaluator
441144 ° -_•:. �I PARK ! HOUSE
'`•'""' g•6"c ` zp 0' O 1 WATER AWAY FROM HOUSE. WITNESSED BY: Amy Von Hone, RS, CHO 16"
m 0 ' N q, ( 22.02 f PERC RATE: <2'-00"/inch (C layer)
22.$ N o I 1 Top Foundation SOIL SURVEY(1993): Carver coarse sand 36"
i - B �� S8, o GEOLOGIC MAP(1986): Harwich outwash plain deposits
�0.. 3 0l Invert B 19.55
�}
Exist. Cast Iron io
... ._ ..........................:..
0 Q 0 / / Invert 17.29 60"
=•••• ('ti6s`d'-r•• I ¢- � 19,7 Invert A 18.51® cess ool Use Gas Baffle 5 C-4 UNITS
- / Estimated -Top Block 20.0 Proposed Invert 20.62
N Sri-{ 21.7 ; 43O - - `19. /
• 9" min. cover Proposed
z" '"EXISN 11%O. 2USE 14 / S=1/2 /ft see detail 20.96=Top stone
HERE crard $Pam
_...._ ? TH 1
..08 \ �\ N B5.6, g0.9
w�
21..2 01.2
�'t.46 }`1.�
2i0---
BENCH MARK--S.W. CORNER OF
CONIC. STOOP = 22.25 ASSIGNED
21.111---�-x-cff. -�-
x- ca1Y
4' DEEP IMPERVIOUS
BARRIER --170 L.F. OF
40 MIL POLYETHYLENE
(MILLER BREAKOUT*")
MONOLITHIC 1000 GALLON TOP BARRIER=TOP FIL-
TERH-10 PUMP CHAMBER ABOVELOTHBARRER 2=2014RADE MIIN
ER
DRILL 3/8" WEEP/VENT HOLE GRADEDOFFF AT 3:1 MI1N.
"" BARRIER IS STIFF
& OBTAINABLE FROM
Quick Disconnect/ MILLER ENVIRONMENTAL
16.73 Ian 28" Union 508-697-3710.
Invert On 22" Check Valve
Off 17"
J CAUTION: THIS IS A SITE PLAN
UNDER SURVEY, AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-E-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-G-
GAS LINE MARKINGS (NOT ALL SHOWN)
. 9.5 x8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
.g--
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 9/9/04 --HOUSE CORNER OFFSETS ADDED TO PROPERTY LINES
1.5 / MAKE
/ / I Invert 17.54 FACTORY 1500 Col. P
Proposed WATER PER
IA 6 O / CAUTION � I Bottom 13.0
o / / ESTIMATED IN- I I Proposed Invert 20.79
9. �( 19.7 / VERT--LOCATEI I 6" Stone or compact Proposed
LINE PRIOR TO 6 LA -23 I I I
/6-0.0 SETTING TANK r B-46' "� x271
USE 1/4"/FT.
9.6 MIN. PITCH DESIGN DATA
BEDROOMS: 4
/ GARBAGE GRINDER: No
REQUIRED CAPACITY. 440 GPD
/ SEPTIC TANK: 1500 GAL
BOTTOM LEACHING AREA: 576 SF
�C 19.8 BENCH MRK --TOP & CENTER OF [(4$• X 12')]
CONC. BOU1413=19.88 ASSIGNED
�t o SIDE LEACHING AREA: 39.6 SF
[2(12'+ 48') X 0.33' DEEP)]
ALARM & PUMP NOTES DESIGN CAPACITY: 455 GPD
[(576 SF + 39.6 SF) X .74 GPD/SF]
1. ALARM TO BE WIRED BY ELECTRICIAN ON
SEPARATE CIRCUIT FROM PUMP. PUMP CHAMBER STORAGE CAPACITY: 330 GAL
2. ELECTRICAL WORK TO BE INSPECTED BY DOSES PER DAY- > 4
WIRING INSPECTOR.
3. ALARM TO BE LOCATED IN HOUSE.
4. PUMP TO BE CAPABLE OF PASSING
1-1/4" SOLIDS AND INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURER'S
SPECIFICATIONS.
5. USE MEYER SRM4, 4/10 HP PUMP, OR
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
MAINTENANCE OF PUMP:
-PROVIDE UNION/DfSCONNECT IN 2" PVC
UNE AT TOP PUMP CHAMBER SO PUMP
CAN BE REPLACED FROM TOP OF TANK.
BUOYANCY CALCULATIONS -PUMP CHAMBER
Sanitary
Tee
Invert 20.58
Proposed I
I Ira_I
1271 I I 2 E
WEIGHT OF EMPTY CHAMBER AND 30" OF COVER
CHAMBER= 4.15 TON (PER SHOREY)
30" COVER= 2.5' X 5.42' X 8.25' X 0.055 TON/CU. FT.
30" COVER=6.15 TON
TOTAL= 4.15 TON + 6.15 TON = 10.30 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(15.85 -12.23) X 5.42' X 8.25' X 0.0312 TON/CU. FT.
WEIGHT WATER= 5.05 TON
TANK AND 30" COVER ARE HEAVIER BY 5.2 TON.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
rNop
PFiter cloth
eastone
`I" 108"
5' Bottom
m 1' of 1.6' USGS Adjustment
m Provided--MASH29-Aug. 03
A layer 10yr 3/1
sandy loam
E layer 10yr 5/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 10yr 6/6
medium sand
observed water
no water
Zone A
Observed Water=14.25
LEACH AREA
USE 5 C-4 UNITS WITH 4' OF STONE ALL
AROUND FOR A 48' X 12' X 4" DEEP
LEACH AREA.
5' REMOVAL
DO A 5' REMOVAL ALL AROUND AND DOWN
3't TO MEDIUM SAND.
BUOYANCY CALCULATIONS 1500 GAL, H-10
WEIGHT OF EMPTY SEPTIC TANK AND 22" OF COVER
TANK= 5.74 TON (PER SHOREY)
22" COVER=1.83' X 5.67' X 10.5' X 0.055 TON/CU. FT.
22" COVER=5.99 TON
TOTAL= 5.74 TON + 5.99 TON = 11.73 TON
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
(15.85-13.04) X 5.67' X 10.5' X 0.0312 TON/CU. FT.
WEIGHT WATER= 5.22 TON
TANK AND 22" COVER ARE HEAVIER BY 6.5 TON.
SITE PLAN
FOR
EILEEN KEARNS & DAVID REDFIELD
20.5
17.5
14.25
11.5
LOTS 40 & 439 202
PINE
GROVE
ROAD, SO.
YARMOUTH, MA
NOVEMBER
25,
2003
SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
BY R.J. CADILLAC
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