HomeMy WebLinkAboutEngineered Plan - 1996n x 2.� 3 `�27 6 2 x 27.2 j i IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). TEST HOLE
---gg . x 2�.0 /� 13. REMOVE SHOREY OCTAGONAL PIT. DISCONNECT OTHER LEACHING FROM TANK.
v I N 89C J / ,14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
1 - - x _4�3 / 29.'qQ DEPTH (inches) ELEV.(feet)
32.8 29 I I o
I X4.0 - _ 5 c�'� x/ 6 TEST HOLE DATE: June 17, 1996. 12"
I PERFORMED BY: Ron Cadillac, Soil Evaluator
EXISTING G WITNESSED BY: Amy L. Von Rone, RS
II II _ BENCH MARK --TOP OF PK
PERC RATE: <2'-00"/inch (C2 layer-TH
H
1)
------ ---- GARAGE STONE DRIVE �3 8 NAIL 29.38 ASSIGNED SOIL SURVEY(1993): Carver loamy coarse sand
50.
_ = � GEOLOGIC MAP(1986): Cape Cod Bay lakedeposits
x 30.9 30.5 Invert 34,08
Use Gas Baffle 62"
36.9 / �\ 30.8 existing provide screened
_ x 37 0 33 5 x 0 -- r vent
�G _ 31.4 / / nProposed 82".
� t
nv
(�-=- �5. / a , ,,32. 1 I_ _ 26.7
__=_ � 31.5 _ - � - - - - .>
/ �, / I/ s=3 -?/2 /ft, top peastone
L I _ _-- /
34.1 /4 TH 2 / / / existing s=1/4"/ft
x .4 7 // / // I 1000 Gal.
A layer 5.2y 4/2 31.4
sandy loam
B layer 2.5y 6/3
sandy loam
C1 layer 2.5y 6/4
med. sand &
sandy loam
26.2
C2 layer 2.5y 6/4
med. sand
8 -_ _ _
x - --- ___- - _- / - - - - - 144 o water
19.4
II x 27.E=7.7=_=-- __== J� x 33. 7T / //31.5 L--- -_ _ 2
I Invert 26.2
19 -- 34.5 -=_ � a _=== x .5 /
G / 32.0 /.3 .1 Invert 26.08
27. --34.8 ,��� h ��� x 36.3 31.8 / Invert 26.37 Invert 25.58 4.0'MIN.
5.3 II =�_ ���0� x 35.9 / Use 6 Stone under Proposed IProposled 0, I
x o _ N GRADE CHANGES
1 1 x 27 I x G� ____-- 31.4 PROPOSED �- 26' I I 6-1 TEST HOLE 2
31 Bottom TH 1= 19.4
x
I I 3 =-_ _--- -____ 35.8 3 DEPTH (inches) ELEV.(feet)
I I _-1 Fill
_ DESIGN DATA o 31.6
U4 35.I I ----- _ ' / / BEDROOMS: 4 8"
12M x 3 .64'1 \ -__- /J2.0 GARBAGE GRINDER No
N \ 36.8 x 3f P B layer 10yr 5/6
C) 1 I I 28 6 x "I" \ �6.2 / REQUIRED CAPACITY: 440 GPD LEACH AREA y loam
Ill -1- `� /�/ SEPTIC TANK: 1500 GAL. 20„ 29.9
°' / BOTTOM LEACHING AREA: 225 SF USE 3-30' LONG BY 25' WIDE BY
L�
III I ___= 29.2 " \ / y / /31.8 C layer 10yr 6/3
1x� 6 0,=_ 31� lb \ /�j/ [3{30' x 2.5')] 2' DEEP STONE LEACHING TRENCHES..
z 8.6 x 4 SIDE LEACHING AREA: 390 SF USE 29 OF PERFORATED PIPE PITCHED sandy loom
N I 1 x ).7 %/ @ 1/16"/FT FOR EACH TRENCH. CON.- (tight)
O fi / [3{65'perimeter) X 2' deep)]
' it TH 1 x �` l// I NECT ENDS OF TRENCH & VENT.
x 35.0 DESIGN CAPACITY: 455 GPD
/'/ 31.5 1 [(225 SF + 390 SF) X .74 GPD/SF]
i I
X1.9
/ �y� LEGEND!
0
� I I II 50, � S � / �31 no water -
I I \ h 3-- 144" 19.6
I 51
'
'xy 6'3 b.4 31.0// TH 1 TEST HOLE LJ CATION, NUMBER
= I
2�.4 W WATER LINE MARKINGS
I x
`� ( l G GAS LINE MAKINGS (IF SHOWN)
x
9.5 x11,0 EXISTING & PROPOSED ELEVATIONS (''X' MARKS POINT)
I x ,--6--- EXISTING CONTOUR
p I 1 i 6, ` _ 8' PROPOSED CONTOUR
1 1 x 61, /� BENCH MARK --TOP OF WOOD W TREE (IF SHAWN, NOT ALL SHOWN)
�xf 28 x - // STAKE = 32.46 ASSIGNED Qs EXISTING SEPTIC COVER
28.0/f/
//� 315 j SITE PLAN
FOR
/ / I
2 8. 0 // THIS PLAN IS A VALID COPY ONL� 'IF IT BEARS
(x 28 0 AN ORIGINAL RED STAMP AND SIGNATURE. JERRY L. FINEGOLD
CONSTRUCTION NOTE: oF� �o��, 56 MAIN STREET(ROUTE 6A), YARMOUTH PORT, MA
I I / / �� �s @� As,{
% / CONTRACTOR TO GIVE NEW OWNERS �``�' I s 1�_ �c� . y
II
ADEQUATE NOTICE OF CONSTRUCTION�, ' :� � „.I '� AUGUST 26, 1996 SCALE: 1 "
=20'
DATE, SO THEY CAN MOVE VALUABLE # 1060
'`�
x 29.0 l PLANTS FROM CONSTRUCTION AREA. #83577 .�� . P
I I 2 .9 / 31. ����
(x�28.� I �Np . H1TA
,
\ \ 1 x �� rd RONALD J. CADILLAC, PLS, RS
� NOTE: THIS IS A SITE PLAN, AND IS NOT � l �� ��q .,
A PROPERTY LINE SURVEY BY THIS OFFICE. I PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
PROPERTY LINE DIMENSIONSrSHOWN ARE P.O. BOX 258
/ // FROM PLAN BOOK 245, PAGES 49 & 51. WEST YARMOUTH, MA 02673
EALTH AGENT APPROVAL DATE (508) 775-9700
/ 9 31.7 + PAGE 1 OF 1
E
r�
0.00
'n
I
NOT TO 2'
NOTES SCALE
N
Bq•20'49"
5341
I
1.
LOCUS IS A.M. 100, PARCEL B3. p
MAXIMUM FEASIBLE COMPLIANCE
APPROVALS REQUESTED:
I
�
2•
ELEVATIONS SHOWN ARE ASSIGNED.
I
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
a
I
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT t/4" PER FOOT. '(EXCEPT AS NOTED)
�
1.
VARY LEACHING TO
PROPERTY LINE BY 4' (6' PRGVI
ED).
I 5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
I
N
310 CMR 15.211: (1),
Imp
6.
7.
COMPONENTS TO BE AASHTO H-10 & H-20 AS NOTED.
INLET TEE TO PROJECT 13", TEE DOWN 14". 6
m
DOWN OUTLET
�-
°
2.
NO RESERVE AREA
SHOWN. 310CMR 15.248.
IC
8.
Rte
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
,UC14)
3.
VARY LEACHING T:0
WETLAND BY 49' (51' PROVIDED}
Im
��9.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 3
r_z
LO
M
LOCAL REGULATION.
Q
,i
�
DEPTH OF COMPONENTS EXCEEDS 3', VENTING MUST BE PROVIDED. o
':PLACE.
I
t]
O
4.
USE EXISTING 1000
GALLON SEPTIC TANK..I-p
BUILD. UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN �.
310CMR 15.223 (1).
D
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
-_�
V)
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" W/2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
LOCATION MAP
Ln
I
N /F
BISHOP
�m
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM; THE: SOIL LOG ARE FOUND,
H"
I
Ig
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
•-•
�I
x
28.5
'2.
ALL FILL MATERIAL FOR 5' AROUND AND UNDER L'EACHI'NG, IF NEEDED,
n x 2.� 3 `�27 6 2 x 27.2 j i IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). TEST HOLE
---gg . x 2�.0 /� 13. REMOVE SHOREY OCTAGONAL PIT. DISCONNECT OTHER LEACHING FROM TANK.
v I N 89C J / ,14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
1 - - x _4�3 / 29.'qQ DEPTH (inches) ELEV.(feet)
32.8 29 I I o
I X4.0 - _ 5 c�'� x/ 6 TEST HOLE DATE: June 17, 1996. 12"
I PERFORMED BY: Ron Cadillac, Soil Evaluator
EXISTING G WITNESSED BY: Amy L. Von Rone, RS
II II _ BENCH MARK --TOP OF PK
PERC RATE: <2'-00"/inch (C2 layer-TH
H
1)
------ ---- GARAGE STONE DRIVE �3 8 NAIL 29.38 ASSIGNED SOIL SURVEY(1993): Carver loamy coarse sand
50.
_ = � GEOLOGIC MAP(1986): Cape Cod Bay lakedeposits
x 30.9 30.5 Invert 34,08
Use Gas Baffle 62"
36.9 / �\ 30.8 existing provide screened
_ x 37 0 33 5 x 0 -- r vent
�G _ 31.4 / / nProposed 82".
� t
nv
(�-=- �5. / a , ,,32. 1 I_ _ 26.7
__=_ � 31.5 _ - � - - - - .>
/ �, / I/ s=3 -?/2 /ft, top peastone
L I _ _-- /
34.1 /4 TH 2 / / / existing s=1/4"/ft
x .4 7 // / // I 1000 Gal.
A layer 5.2y 4/2 31.4
sandy loam
B layer 2.5y 6/3
sandy loam
C1 layer 2.5y 6/4
med. sand &
sandy loam
26.2
C2 layer 2.5y 6/4
med. sand
8 -_ _ _
x - --- ___- - _- / - - - - - 144 o water
19.4
II x 27.E=7.7=_=-- __== J� x 33. 7T / //31.5 L--- -_ _ 2
I Invert 26.2
19 -- 34.5 -=_ � a _=== x .5 /
G / 32.0 /.3 .1 Invert 26.08
27. --34.8 ,��� h ��� x 36.3 31.8 / Invert 26.37 Invert 25.58 4.0'MIN.
5.3 II =�_ ���0� x 35.9 / Use 6 Stone under Proposed IProposled 0, I
x o _ N GRADE CHANGES
1 1 x 27 I x G� ____-- 31.4 PROPOSED �- 26' I I 6-1 TEST HOLE 2
31 Bottom TH 1= 19.4
x
I I 3 =-_ _--- -____ 35.8 3 DEPTH (inches) ELEV.(feet)
I I _-1 Fill
_ DESIGN DATA o 31.6
U4 35.I I ----- _ ' / / BEDROOMS: 4 8"
12M x 3 .64'1 \ -__- /J2.0 GARBAGE GRINDER No
N \ 36.8 x 3f P B layer 10yr 5/6
C) 1 I I 28 6 x "I" \ �6.2 / REQUIRED CAPACITY: 440 GPD LEACH AREA y loam
Ill -1- `� /�/ SEPTIC TANK: 1500 GAL. 20„ 29.9
°' / BOTTOM LEACHING AREA: 225 SF USE 3-30' LONG BY 25' WIDE BY
L�
III I ___= 29.2 " \ / y / /31.8 C layer 10yr 6/3
1x� 6 0,=_ 31� lb \ /�j/ [3{30' x 2.5')] 2' DEEP STONE LEACHING TRENCHES..
z 8.6 x 4 SIDE LEACHING AREA: 390 SF USE 29 OF PERFORATED PIPE PITCHED sandy loom
N I 1 x ).7 %/ @ 1/16"/FT FOR EACH TRENCH. CON.- (tight)
O fi / [3{65'perimeter) X 2' deep)]
' it TH 1 x �` l// I NECT ENDS OF TRENCH & VENT.
x 35.0 DESIGN CAPACITY: 455 GPD
/'/ 31.5 1 [(225 SF + 390 SF) X .74 GPD/SF]
i I
X1.9
/ �y� LEGEND!
0
� I I II 50, � S � / �31 no water -
I I \ h 3-- 144" 19.6
I 51
'
'xy 6'3 b.4 31.0// TH 1 TEST HOLE LJ CATION, NUMBER
= I
2�.4 W WATER LINE MARKINGS
I x
`� ( l G GAS LINE MAKINGS (IF SHOWN)
x
9.5 x11,0 EXISTING & PROPOSED ELEVATIONS (''X' MARKS POINT)
I x ,--6--- EXISTING CONTOUR
p I 1 i 6, ` _ 8' PROPOSED CONTOUR
1 1 x 61, /� BENCH MARK --TOP OF WOOD W TREE (IF SHAWN, NOT ALL SHOWN)
�xf 28 x - // STAKE = 32.46 ASSIGNED Qs EXISTING SEPTIC COVER
28.0/f/
//� 315 j SITE PLAN
FOR
/ / I
2 8. 0 // THIS PLAN IS A VALID COPY ONL� 'IF IT BEARS
(x 28 0 AN ORIGINAL RED STAMP AND SIGNATURE. JERRY L. FINEGOLD
CONSTRUCTION NOTE: oF� �o��, 56 MAIN STREET(ROUTE 6A), YARMOUTH PORT, MA
I I / / �� �s @� As,{
% / CONTRACTOR TO GIVE NEW OWNERS �``�' I s 1�_ �c� . y
II
ADEQUATE NOTICE OF CONSTRUCTION�, ' :� � „.I '� AUGUST 26, 1996 SCALE: 1 "
=20'
DATE, SO THEY CAN MOVE VALUABLE # 1060
'`�
x 29.0 l PLANTS FROM CONSTRUCTION AREA. #83577 .�� . P
I I 2 .9 / 31. ����
(x�28.� I �Np . H1TA
,
\ \ 1 x �� rd RONALD J. CADILLAC, PLS, RS
� NOTE: THIS IS A SITE PLAN, AND IS NOT � l �� ��q .,
A PROPERTY LINE SURVEY BY THIS OFFICE. I PROFESSIONAL LAND SURVEYOR ®ISTERED SANITARIAN
PROPERTY LINE DIMENSIONSrSHOWN ARE P.O. BOX 258
/ // FROM PLAN BOOK 245, PAGES 49 & 51. WEST YARMOUTH, MA 02673
EALTH AGENT APPROVAL DATE (508) 775-9700
/ 9 31.7 + PAGE 1 OF 1