HomeMy WebLinkAbout5066777-7
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3 .1 �\� \1 - 370 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
/ ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. TION MAP
s0 O\9 \ 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. LOCA
37. 0O. \ / 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
RESERVE AREA / / .7 30 1• \\ 71/C\ \> 37 12. OANAOVERDIGCT THE B5 CALLED FOR BELOW,RD OF HEALTH, OR FILL FMATERIAL FOR 5' AROUND AND UNDER LEACHING 'TEST HOLE 1
RESERVE AREA USES 8 CULTEC CONTACTOR 125'S �S�P 79.01, G'\ � IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
WITH 4' OF STONE ALL AROUND, FOR A 59' X 10'4" / / �79 37.7\02 37. 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
X 12" DEEP LEACH AREA, SO BOTTOM OF LEACHING / OLEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
IS 4' ABOVE C2 LAYER ON TH 3. LEACH AREA / / &8 389O 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
PROVIDES 553 GPD, AND MUST BE VENTED. AT /33.1 36.8
TIME OF PRIMARY FAILURE RECOMMEND REMOVAL / 37'6 \ TEST HOLE DATE: June a 1999 6,.
(� 42.8 PERFORMED BY: Ron Cadillac, Soil Evaluator
OF CLOGGED SOIL AND STONE AND REUSE OF 3.s 00 379 373`,J • WITNESSED BY: Charlotte Stiefel, RS
DRY WELLS IN SAME LOCATION. / N�00 36 s O PROP. TOP FOUND. PERC RATE: <2'-00"/inch (C layer)
/ y�o0• SOIL SURVEY(1993): Carver coarse sand
�F 34 I V GEOLOGIC MAP(1986): Harwich outwash plain deposits v"
a
3 .o O Invert 33.77
Proposed Invert 33.30 60"°
Q 1 Use Gas Baffle Invert 32.95 3 DRY WELLS
00
4.1 33.4 • 33 / N/F PfOPOSed 124„
N/F
TIETGE
NOTE: NEIGHBORS
PARKING ENCROA(
36.9
34.65
h S=1/4 /ft provide 9 cover Top Dry Well=33.5
KIMBALL S=1/4 25.6
"/ft S=1/s"/ft Top Peastone=33.2
Invert 33.55 1500 Gal. min. TEST HOLE 2
-
/3 .0 34.9 Its. 33.9:73 I Proposed - - -
24" DEPTH (inches) ELEV.(feet)
/ v 34� T o
d?
34.1 Invert 33.12 Invert 32.70 30.7 4.,
6.0 36 1 i Use 6" Slone under Proposed Proposed 3, 5'1 Bottom
371 35.0 r-' - 11 -� 9 -10-1
.
1 365 36.7 3 25 BOTTOM TH 1=25.6 30"
36.7 38 '�' s .35537.9 DESIGN DATA 0
`.'.06.9 s2. 56"a
2 6'7 ,,LOT 45��� ` '�o'°o„ \ BEDROOMS: 5 LEACH AREA 60"
R' 3s.z/�.1.I'7 F^ O F GARBAGE GRINDER: No
39.9 6.`'17tS,\°`gp �� USE 3 SHOREY DRY WELLS, OR
REQUIRED CAPACITY: 550 GPD
40 '9 NICO 10B�Fq SEPTIC TANK: 1500 GAL. EQUIVALENT, SET 6' APART, WITH
40 ,ry 37.7 BOTTOM LEACHING AREA 5581 SF 3' STONE ON ENDS AND 4' STONE
A layer 10yr 3/2 41.0
sandy loam
B layer 10yr 5/8
sandy loom
38.5
Cl layer 2.5y 5/6
coarse sand
36.0
C2 layer
bands sand &
silty clay loam
no water
40. C g � 32 ... 41 3" , / 7 36.0, 3s.a 144 29.0
9 y �RgCe >z r s eA'Op0 / 1 [(43.5' X 12.83')) ON SIDES FOR 43'-6" LONG
9.� H FOR SFO o t / SIDE LEACHING AREA: 50.5 SF BY 12'-10" WIDE BY 2' DEEP TEST HOLE 3
ao 5 OVSF OMm o., 'm Aj L 6
y 9 [2(12.83'+ 43.5') X 2' DEEP)) LEACH AREA.
/ / DEPTH inches ELEV.(feet
'rte -4 aoo'v 20I � (inches) )
ao o 0 41.2 c-• y / DESIGN CAPACITY: 579 GPD 0
TH I • 35.6
40.2 \d 6.5 [(558.1 SF + 225.3 SF) X .74 GPD/SF] 4,
41 3 �
41.9
(35.9
TH 2
�y 9
• 41.6 S 13,2 1.0 4 .6 qN9 J -d 1 .N� C? •y a i°•.
2R6+,.OQ• '' n)^ 36.7 �� f7-
C7
41.0 39.2DITTRICH x.100"
'S
90.
BENCH MARK -TOP TACK WOODEN
A layer 10yr 4/3 35.9
sandy loam
B layer 10yr 5/8
sandy loam
32.6
Cl layer 10yr 5/6
coarse sand
27.6
C2 toyer
clump of silty
clay loam &sand
no water
1 � "'142 24.1
-
STAKE FOUND = 40.00 ASSIGNED 36 ��"� ' '
379 SITE PLAN
RETAINING WALL FOR FOR
WALKOUT.
TH 1
LOCUS IS CURRENTLY IN AN R-40
PC-
P, ?05?4 Gas
BENCH MARK --TOP PK NAIL SET
PROPOSED WATER SERVICE
NOTES
P oP scd Elrc.
o
ZONING DISTRICT, AND APPEARS SUBJECT
9.5 .11.0
EXISTING & PROPOSED ELEVATIONS
N PAVEMENT = 36.87 ASSIGNED
1.
LOCUS IS A.M. 143, PARCEL 92.
EXISTING CONTOUR
°"�
Sj r�b5/�lo✓e j
TO CONSTRUCTION YARDS OF:
\35.6
.-8--
2.
ELEVATIONS SHOWN ARE ASSIGNED.
NOT TO Pa.
a
^`5
v "
6
\
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
EXISTING DRAINAGE CATCHBASIN
SCALE
Waf twoY
FRONT YARD 3O'
�HSae
\ \36.
M
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4' PER FOOT. (UNLESS NOTED)
P
SIDE YARD 20'
ray
\
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
REAR YARD 20'
/�
3
i\ 364 \
6.
COMPONENTS TO BE AASHTO H-10, UNLEIS NOTED.
e d.
ai
BUILDING COVERAGE 25%
\
\
7.
INLET TEE TO PROJECT DOWN 13", OUTLE TEE DOWN 14".
Setjr,
a
ACTUAL ZONING DETERMINATIONS MUST
/
/
t
1�36.5e `
3s.
HIGHPOINT IN
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
/
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
BE MADE BY TOWN ZONING OFFICAL.
p \
36. ROADWAY=37.1
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3' OR VENTING MUST BE PROVIDED
3 .1 �\� \1 - 370 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
/ ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. TION MAP
s0 O\9 \ 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. LOCA
37. 0O. \ / 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
RESERVE AREA / / .7 30 1• \\ 71/C\ \> 37 12. OANAOVERDIGCT THE B5 CALLED FOR BELOW,RD OF HEALTH, OR FILL FMATERIAL FOR 5' AROUND AND UNDER LEACHING 'TEST HOLE 1
RESERVE AREA USES 8 CULTEC CONTACTOR 125'S �S�P 79.01, G'\ � IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
WITH 4' OF STONE ALL AROUND, FOR A 59' X 10'4" / / �79 37.7\02 37. 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
X 12" DEEP LEACH AREA, SO BOTTOM OF LEACHING / OLEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
IS 4' ABOVE C2 LAYER ON TH 3. LEACH AREA / / &8 389O 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
PROVIDES 553 GPD, AND MUST BE VENTED. AT /33.1 36.8
TIME OF PRIMARY FAILURE RECOMMEND REMOVAL / 37'6 \ TEST HOLE DATE: June a 1999 6,.
(� 42.8 PERFORMED BY: Ron Cadillac, Soil Evaluator
OF CLOGGED SOIL AND STONE AND REUSE OF 3.s 00 379 373`,J • WITNESSED BY: Charlotte Stiefel, RS
DRY WELLS IN SAME LOCATION. / N�00 36 s O PROP. TOP FOUND. PERC RATE: <2'-00"/inch (C layer)
/ y�o0• SOIL SURVEY(1993): Carver coarse sand
�F 34 I V GEOLOGIC MAP(1986): Harwich outwash plain deposits v"
a
3 .o O Invert 33.77
Proposed Invert 33.30 60"°
Q 1 Use Gas Baffle Invert 32.95 3 DRY WELLS
00
4.1 33.4 • 33 / N/F PfOPOSed 124„
N/F
TIETGE
NOTE: NEIGHBORS
PARKING ENCROA(
36.9
34.65
h S=1/4 /ft provide 9 cover Top Dry Well=33.5
KIMBALL S=1/4 25.6
"/ft S=1/s"/ft Top Peastone=33.2
Invert 33.55 1500 Gal. min. TEST HOLE 2
-
/3 .0 34.9 Its. 33.9:73 I Proposed - - -
24" DEPTH (inches) ELEV.(feet)
/ v 34� T o
d?
34.1 Invert 33.12 Invert 32.70 30.7 4.,
6.0 36 1 i Use 6" Slone under Proposed Proposed 3, 5'1 Bottom
371 35.0 r-' - 11 -� 9 -10-1
.
1 365 36.7 3 25 BOTTOM TH 1=25.6 30"
36.7 38 '�' s .35537.9 DESIGN DATA 0
`.'.06.9 s2. 56"a
2 6'7 ,,LOT 45��� ` '�o'°o„ \ BEDROOMS: 5 LEACH AREA 60"
R' 3s.z/�.1.I'7 F^ O F GARBAGE GRINDER: No
39.9 6.`'17tS,\°`gp �� USE 3 SHOREY DRY WELLS, OR
REQUIRED CAPACITY: 550 GPD
40 '9 NICO 10B�Fq SEPTIC TANK: 1500 GAL. EQUIVALENT, SET 6' APART, WITH
40 ,ry 37.7 BOTTOM LEACHING AREA 5581 SF 3' STONE ON ENDS AND 4' STONE
A layer 10yr 3/2 41.0
sandy loam
B layer 10yr 5/8
sandy loom
38.5
Cl layer 2.5y 5/6
coarse sand
36.0
C2 layer
bands sand &
silty clay loam
no water
40. C g � 32 ... 41 3" , / 7 36.0, 3s.a 144 29.0
9 y �RgCe >z r s eA'Op0 / 1 [(43.5' X 12.83')) ON SIDES FOR 43'-6" LONG
9.� H FOR SFO o t / SIDE LEACHING AREA: 50.5 SF BY 12'-10" WIDE BY 2' DEEP TEST HOLE 3
ao 5 OVSF OMm o., 'm Aj L 6
y 9 [2(12.83'+ 43.5') X 2' DEEP)) LEACH AREA.
/ / DEPTH inches ELEV.(feet
'rte -4 aoo'v 20I � (inches) )
ao o 0 41.2 c-• y / DESIGN CAPACITY: 579 GPD 0
TH I • 35.6
40.2 \d 6.5 [(558.1 SF + 225.3 SF) X .74 GPD/SF] 4,
41 3 �
41.9
(35.9
TH 2
�y 9
• 41.6 S 13,2 1.0 4 .6 qN9 J -d 1 .N� C? •y a i°•.
2R6+,.OQ• '' n)^ 36.7 �� f7-
C7
41.0 39.2DITTRICH x.100"
'S
90.
BENCH MARK -TOP TACK WOODEN
A layer 10yr 4/3 35.9
sandy loam
B layer 10yr 5/8
sandy loam
32.6
Cl layer 10yr 5/6
coarse sand
27.6
C2 toyer
clump of silty
clay loam &sand
no water
1 � "'142 24.1
-
STAKE FOUND = 40.00 ASSIGNED 36 ��"� ' '
379 SITE PLAN
RETAINING WALL FOR FOR
WALKOUT.
TH 1
LEND
TEST HOLE LOCATION, NUMBER
PC-
P, ?05?4 Gas
-P W-
PROPOSED WATER SERVICE
PE
P oP scd Elrc.
-G-
GAS LINE MARKINGS (IF SHOWN)
9.5 .11.0
EXISTING & PROPOSED ELEVATIONS
('X' MARKS POINT)
EXISTING CONTOUR
Q
Sj r�b5/�lo✓e j
�cn5
.-8--
PROPOSED CONTOUR
ron
UTILITY POLE (IF SHOWN)
^`5
v "
-QU
OVERHEAD UTILITIES (IF SHOWN)
❑
EXISTING DRAINAGE CATCHBASIN
Waf twoY
�10✓cr bell.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
1
HEALTH AGENT APPROVAL
DATE
JOSEPH & SEREN A MARIE TI ERN EY.
LOT 4, 39 BRAY FARM ROAD, YARMOUTHPORT, MA
JULY 12, 1999 SCALE: 1 "=30`�
('1 r,-1
RONALD J. CADILLAC, PLS, RSrl. r
PROFESAL LAND SURVEYOR & REGISTERED SANITARIAN:-
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
1999 BY R.J. CADILLAC PAGE 1 OF 1