HomeMy WebLinkAbout109 Capt Chase Road - Sewage System Profile ViewTOP FOUND. EL
In v El. 24.9'
—_-•_— riAtEN TCNT CO'v1.'4 -�
INV. EL
FLOW UNE
to" uw. - - -�— 14" INV. ELzt>. 6b 3/4" - 1-1/2" il'ashed Crushed Stone
�.�� _0
DFP'11i MIN. S.
2" of 1�1/29"- 1/2" Peastone
-48" UW!!D
... ..:........ ... cc:... .av . r.:..zr.............................
......... ...... _...... ...... .. ..._... ...... .:.......
.....:.....................................-.................„........................................................::.............., _..
SUMP . ..._ ............. .. .....^,.....
INV. EL z� 0� 0 O O 0 p 0 0 b 0 p 0 0
L==== --INV. EL. z�1.i o INV. EL.. z 30 00 00 Op O pp 000 '100 0000op0 Opo 0 0 O 00 0 0 0 00 Op p0 00 00000 0 O 000 p 0_p0 00 p� 00
- OOOp Opo 000 0 p 0 p0 p0 Opo VO pp0 p0 "'Opo p0 00
CsuaKe� a� S - num, r_S' otz r—�u4�> 6' 6' 4,
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TAMC PRECAST REINFORCED CONCRETE 4'
DISTRIBUTION BOX
MINIMUM CONSTRUC71ON MATERIALS PER 310" 15-226(2) Eff, Depth of "eld = 6'
i) WSTALL ON A LEVE1. BASE
TEES SMALL BE CON'"IRUCTED OF SCHEDULE 40 PVC AND MINIMUM WALL THICKNESS 2" r zo 4i,aG eC Zz, y LoNt��
SHALL EXTEND A MINIMUM OF a ABOVE THE FLOW LME
OF 7H£ SEPTIC TAWAND BE ON THE CeITERUNE OF THE MINIMUM INSIDE DIMENSION - 12"
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT
MANHOLE OUTLET INVERTS SHALL BE EQUAL TO EACH PROPOSED S. A. S. FIELD SECTION
OTHER AND AT 2' MINIMUM BELOW INLET INVERT.
THE ROM PIPE ELEVATION SHALL BE NO LESS THAN 2- NOR
MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX
OUTLET PIPE. SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING
THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION
SLINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE.
�71C TANK SHALL BE INSTALLED LEVEL AND TRUE 70 GRADE INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY AND NON -DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE
COMPACTED AND ON TO VRMi SDI INCHES OF CRUSHED STONE LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF
HAA�S BrM,h4 PLACED TO ENSk1RE STABlM AND TO PREVENT EQUAL ELEVATION.
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF s
THREE 200 MANHOLES WITH READILY REMOVABLE IMPERMEABLE
COVERS OF DURAMS MATERIAL SHALL BE PROVIDED WITH ACCESS
PORTS BEIW:G PLACED AT lrk db4TER AND OVER THE INLET AND
OUTLET TEES•
BY Centerline CB R'
CFS 1k3� \\Or �
CSP, n
-'B"
LS
THE OUTLET TEE SHALL E'-: ECATPPM WITH GAS BAFFLE.
AV
L t3`}
Fel
2.5Y 6/4 ;
Adt Nigh
DESIGN DATA:
IOyr 5/6
General Construction Notes
NrLN 5CNO0tA
` \
STRUCTURE �� c� L ,Kc t t ,��
CT -
1.
All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of
29"
TYPE - N0. BEDROOMS GARBAGE DISPOSAL
Yarmouth rules and regulations for the subsurface disposal ofsewa e.
� p0 g
DESIGN FLOW , clyr a? _
2.
At least one accessort over tank tees •
P shall be accessible within 6 finish
orches of grade,
with any remaining access ports brought to within 12 inches of finish grade.
NO.
LO C` US 1l�IAP
DESCRIP77ON
pert 60"
"C1 »
3.
All components of the sanitary system shall be capable of withstanding H-10 loading
SEPTIC TANK usr_ ,�wL Le.sT
unless they are under or within 10 feet of drives or parking. H-20 loading shall be used
_
A
under or within 10 feet of drives or parking unless noted.
19.4'
LEACHING FACILITY _� Z0 x -Z-7.41L 0' r �-1 o c t<v Vic, ..L�
4•
Adj App. — 2.9
scl
The excavator/contractor shall verify the location of all site utilities prior to any
excavation, and shall be responsible for all matters relating to electric easements.
5.
Sewer pipes shall be 4 -inch Schedule 40 PVC laid at 0.02 slope.
----- '
6
Any masonry units used t b • d
BY Centerline CB R'
un
E`gcat� i G El. 27.49'
;a 13asrns , Datum: NGVD.f ee FILE Col Y � C7
d Grade
` `, proposed
{
i;xlst• G>'ade 120.00
28.6' Reference Deed' 10961 — 345
28,.06' ro x
128.27' x Reference Plan: 192 129
5775'50 27.9' 6.
LOT 109 % 20.00 I Assessors Map 78 Parcel 74
_ 12,000 sq. ft: 8.4 31 2 SAS �
Expansion ' ti
FENA Do ta:
Area ++ „
E—t m
� Zone G
cS `
`a z9 — — FIRM Panel.- 250015 0004 C
ha ,. 28'
20 - ��>.� " ` 2g' �'�' Map ReTrised: June 17, 1986
10 0
o
` ,water sere -....P OPO. 1`i } ` 16 B.6' Applicant.
,o DIYELLI.50 % Craig G. Larson
7t�F--31.50 , , iu
rn 10 �s 119 Route 149
28.19' , 38 i Deck f` 1 Marstons Mills, .11A 02648
o nng covers to gra a shall be mortared In place. i 2x d8 o 0' o
J I I 0 1` 1 20.00 1 0
- 7. Finish grade shall have a minimum slope of 0.02 feet per foot. ( :_ 2DD2 1
j (� 20
Soil Logs j 1 ; ;, V ! m 40 46' 1
Test Date,, September 5, 2001
11 1 Driveway
,1 1 proPpsea
"A/E"
CFS 1k3� \\Or �
CSP, n
-'B"
LS
JfAVT
ELEMJCHO
u e
AV
L t3`}
Fel
2.5Y 6/4 ;
Adt Nigh
LS
IOyr 5/6
IrN� �P6 LIF !4 �$y$\\+>l1iVp 5
NrLN 5CNO0tA
26"
29"
<t ROY Q 14n f•�a�..�ti�S°� \\pc
MED
NO.
LO C` US 1l�IAP
un
E`gcat� i G El. 27.49'
;a 13asrns , Datum: NGVD.f ee FILE Col Y � C7
d Grade
` `, proposed
{
i;xlst• G>'ade 120.00
28.6' Reference Deed' 10961 — 345
28,.06' ro x
128.27' x Reference Plan: 192 129
5775'50 27.9' 6.
LOT 109 % 20.00 I Assessors Map 78 Parcel 74
_ 12,000 sq. ft: 8.4 31 2 SAS �
Expansion ' ti
FENA Do ta:
Area ++ „
E—t m
� Zone G
cS `
`a z9 — — FIRM Panel.- 250015 0004 C
ha ,. 28'
20 - ��>.� " ` 2g' �'�' Map ReTrised: June 17, 1986
10 0
o
` ,water sere -....P OPO. 1`i } ` 16 B.6' Applicant.
,o DIYELLI.50 % Craig G. Larson
7t�F--31.50 , , iu
rn 10 �s 119 Route 149
28.19' , 38 i Deck f` 1 Marstons Mills, .11A 02648
o nng covers to gra a shall be mortared In place. i 2x d8 o 0' o
J I I 0 1` 1 20.00 1 0
- 7. Finish grade shall have a minimum slope of 0.02 feet per foot. ( :_ 2DD2 1
j (� 20
Soil Logs j 1 ; ;, V ! m 40 46' 1
Test Date,, September 5, 2001
11 1 Driveway
,1 1 proPpsea
"A/E"
LS
IOyr 312
-'B"
LS
IOyr -4/6
"Cl »
MED.
SAND
2.5Y 6/4 ;
Adt Nigh
LS
IOyr 5/6
LIEBE VAN
ND. 239)1,
�Is1{.%
��, 28 i / i �, 120.00 27 28
A 0 , 29 , \
' 2B 27 ,e'a
,
ItS77.25,50"7f .. 'ref- <mut4 LOu.lL'c t
29.05'
1:N x
H 29.37'
C
GRAPHIC SCALE
20 - 0 10 20 40 so
i y
N j
(IN FEET
1 inch = 20 1L
4
Site Plar2 o.f Land
Prepared For.
»ASE»
LS
IOjT 311
o
6"
"B"
LS
IOyr 5/6
26"
29"
MED
NO.
Ground 1Tater Adj. Data:
DESCRIP77ON
pert 60"
"C1 »
2.5Y 6/4
Mell hf1F" 29
,SAND
Range. B'
Alto_ Reading 6.56'
A
Ground - rater EL
19.4'
Adj App. — 2.9
scl
LIEBE VAN
ND. 239)1,
�Is1{.%
��, 28 i / i �, 120.00 27 28
A 0 , 29 , \
' 2B 27 ,e'a
,
ItS77.25,50"7f .. 'ref- <mut4 LOu.lL'c t
29.05'
1:N x
H 29.37'
C
GRAPHIC SCALE
20 - 0 10 20 40 so
i y
N j
(IN FEET
1 inch = 20 1L
4
Site Plar2 o.f Land
Prepared For.
CRAIG G. LARSON
In
Yarmouth, Massachusetts
Scale: I" = 20' Date: Apr11 22, 2002
Prepared Br
"Stephen J. Doyle And Associates
42 Canterbury Lane, E. Falmouth, MA 02536 '
Telephone: 508,/540-2534
R v3sioa--- _E�rIoc.Z�—_
NO.
DATE
DESCRIP77ON
8Y