HomeMy WebLinkAboutEngineered Plan - Rev. 2016s
/V1AIf`TOII/�T OAI/Cn 0=11 T/•f
-
SITT PLAN
1"= ,go .1
L,k'6.!F �
- - BL'NCHffARI�
Test hole location
-1,
Existing contour
-12-
Proposed contour
000
Septic tank
EA7 RAL NOTE'S:•
Pistribution box
LOAM
Cultec Recharger 180
3 - 10
Absorption trench
(NA V0 88)
(2 req "d)
o C.B.
Concrete bound
-W-
Xater service
- U-
Unerground utilities
13x8
f'xisting spot grade
./13.8
Proposed spot grade
- - BL'NCHffARI�
DEPTH SOIL SOIL ELEVA77ON
(IN.) HORIZON TD(TURE (FT.)
NO.1
0
DEPTH
(IN.)
TOP of C. B. FND
Current Zoning
• R-25
EA7 RAL NOTE'S:•
EL= 12.51
LOAM
12.2-12.0
3 - 10
A
(NA V0 88)
ffin. Bldg: Setbacks •
1.
System is designed in accordance with "Commonwealth of Afars, B1 pt.
LOAMY SAND
11.4 - 9.4
34 - 124
C
Of Environmental .Protection„ 310 CAfR 15.00; the State E'nvir7nmental Code,
' EXCAVATE FOR 5' AROUND ABSORPTION
Front (Road)
30'
Title 5.• Standard Requirements for the Siting Construction, Inspections
SYSTEM AS REQUIRED TO REMOVE ALL SOIL
Rear
20'
Upgrade and Expansion of On -sate Sewage Treatment and Pisp sal Systems"
Town Regulations
ABOVE THE (C) MEDIUM SAND LAYER. BACK
FILL WITH MATERIALS MEETING THE
Sidelines
15'
9..
and the of TARAfOUFH
No wells or water supplies aro known to exist within 100 feet of the
SPECIFICATIONS OF 310 CMR 15.255 (3)
proposed leaching system. All wells known to exist within 150 feet of
AND (6). NOTIFY HEALTH DEPT. FOR
Prop. Building
Coverage
the system are shown.
INSPECTION OF EXCAVATION PRIOR TO BACK
d
3.
Prior to backfilling completed systems notify the Boar' of Health for
FILL.+'NG. PROVIDE 24-HOUR (MIN) NOTICE
3, 918 SF (23.990)
inspection. Frvvide e4 hours (min.) notice for inspection,
FOR INSPECTION
4.
Cont7actor shall be responsible far verifying location of all underground
T�n
BUILI)I1V0 HEIGHT
Cr4LMUTIONS
utilities prior to excavation.
r,
AVG. NATURAL GRADE ELEV. J2.0'
5.
Any changes to this pian must be approved, by the Boar' of Health.
m
4
MAX. ALLOWABLE RIDGE
ELEV. 47.0'
6.
Lot is served by Town water.
_?
X cr
PROP. RIDGE ELEV.
45.7'
2:
No garbage disposal allowed with this design.
1 �= •-�
PROP. HEIGHT
33.7'
o
LOCATION ffAp
Not to Scale
ROUTE 28
F�
�O
S
5Q�\
GR
LOCUS
RL'FL'R�NCL'•
Assessor's ffap 23 Pcl. 345
P.B. 120 Pg. 89
TYPICAL S'YS'77 ff PROFILE
Mot to scale Afaintain a maximum of 36 cover over
11 V Q ZONE AE all system components All components
(L " Tank &D.Box to be installed on a
X level, stable base (min 6" stone base) shall conform to specifications contained
(EL 11) in 310 0& 15.00.
r 1 TOP of PROVIDE INSPECTION
20" Dia. comer 20" Dia
a ( Foundation to itl�i 6 . covers PORT ON END UNITS
14.60 13 of ,Ndnasgrzde CULTEC RECHARGER 180 WITHIN 3" OF FINISHED
fo , Alin. .� GRADE.
f a 19 H 5 typ . Inv. El.
......... PGE .3 9.. Note: 11.17 9 R7in.
outlets cover
GPE1 ..'.'.'.'.'.'.'.rto bz, vel (exc/ud.
5�g....................... L 4" D a top soil)
141, Dra
.......... �. Inv.�'l. / 6 Flow line ' S'cPYC D %,Schad 40 P.Y.C.
LOT 43 ~`! 12.10 1500 Inv. A7.14" Effec. depth
16,J74 S. F. f 4' cast iwn BOTTOM EL.
or sched.40 Callon Capacity Inv. El »23 = 10.0
1,3.8 ��,� (0.37 �) F d 1, P. V C. pipe septic Tank 11.60
(ffater tern 7vinf. cone.) Inv. A7
Inv. El. 11.40 5' MIN.
►\� _ !"'; 11.85 .. .. .. All tees 6 � art s or 2 - - - - - - - - - - - -
�iat1 .. �
or 40 P. p(W rows @ 8 units long (51.7) MAX. H2O
0 No garbage grinder cast -in-place conomte. EL. = 5.0
13 �o L nI 2 allowed witA this design. Iivv gas baffle on ordlei tee.
5 6o1rd)
Re CULTEC RECHARGER *180
0 01' 100,03 TRENCH DETAIL
EFFECTIVE NG AREA
I�.ES16W IATA BACKFILLED LW THIAPPROVED FILL'
Number of bedrooms: 6
660 GPD
TL',ST HOLD' DATA
DATE OF TEST HOLES. 10-9-2014 AVG. WATER EL. = 2.3'
INSP. BY- ECO -TECH; A. VON HONE (HEALTH DEPT) USGS ADJ. = 2.7'
EST. MAX. H2O EL. = 5.0
BOTTOM OF PERC AT 60" (C -LAYER) <2MIN-11N.
IWATER 0 113" (EL. = 2.8) I
No. 3
DEPTH SOIL SOIL ELEVA77ON
(IN.) HORIZON TD(TURE (FT.)
NO.1
0
DEPTH
(IN.)
SOIL
HORIZON
SOIL
TDaZIRE
ELEVATION
(FT.)
0-3
0
LOAM
12.2-12.0
3 - 10
A
LOAMY SAND
12.0 - 11.4
10 - 34
B
LOAMY SAND
11.4 - 9.4
34 - 124
C
1 MEDIUM SAND
1 9.4 - 1.9
BOTTOM OF PERC AT 60" (C -LAYER) <2MIN-11N.
IWATER 0 113" (EL. = 2.8) I
No. 3
DEPTH SOIL SOIL ELEVA77ON
(IN.) HORIZON TD(TURE (FT.)
0-3
0
LOAM
11.7-11.5
3 - 4
F
LOAMY SAND
11.5 - 11.4
4 - 12
A
LOAMY SAND
11.4 - 10.7
12 - 36
B
LOAMY SAND
10.7-8.7
36 - 120
C
MEDIUM SAND
8.7 - 1.7
BOTTOM OF PERC AT 62" (C -LAYER) <2MIN./IN.
IWATER 0 120" (EL. = 1.77 1
WATER ® 120" (EL. = 1.7)
CULTEC NO. 410
No.2
%\� ,;`SAIIVE:;::
\ 4
/ '
r.`-'
DEPTH
(IN.)
SOIL
HOR1,T )N
SOIL
TD(TURE
ELEVATION
(FT.)
0 - 4
0
LOAM
11.7-11.4
4 - 12
A
LOAMY SAND
11.4 - 10.7
12 - 36
B
LOAMY SAND
10.7-8.7
36 - 120
C'
MEDIUM SAND
8.7-1.7
WATER ® 120" (EL. = 1.7)
WATER 0 120" (EL. = 1.7)
Min. Final Grade
EI = 12.7
Estimated dally effluent.
Effective leaching area as proposed:
CULTEC NO. 410
No. 4
%\� ,;`SAIIVE:;::
\ 4
/ '
r.`-'
DEPTH
(IN.)
SOIL
HORIZON
SOIL
TEXTURE
ELEVATION
(FT.)
0 - 5
0
LOAM
11.7 - 11.3
5 - 12
A
LOAMY SAND
11.3 - 10.7
12 - 36
B
LOAMY SAND
10.7 - 8.7
36 - 120
C'
MEDIUM SAND
8.7 - 1.7
WATER 0 120" (EL. = 1.7)
Min. Final Grade
EI = 12.7
Estimated dally effluent.
Effective leaching area as proposed:
CULTEC NO. 410
VE=•.: ' ' :'�'':' /\\i 9' MIN.
\\ "'' = 4. c _'s I \ / 36 MAX. PER TITLE 5
%\� ,;`SAIIVE:;::
\ 4
/ '
r.`-'
16 units = 103 LF
FILTER FABRIC
103 LF x 8.9 SF/LF = 920 SF>
APPROVED
BY CULTEC
Leaching Capacity as proposed:
TITLE 5 APPROVED FILL
(Effluent loading rate = 0.74
GPD/SF)
920 SF x 0.74 GPD/SF = 680
GPD
TOTAL = 680 GPD
SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. Yarmouth Health Department
NOTE: "RE'CHARGER 180" SYSTEM SHALL BE INSTALLED BY A APPS VED
CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATIONS ' L
OF THE SYSTEM. 11Lgine Date
PROPOS.E.0 0ffrEZLING & ON -,SITE'
,SL'IYAGE TRL'ATt�l�NT AND DISPOSAL ,SY,S/TL'
1�
'� ��� Prepared for. James and .Deborah Caola
�G STEPHANIE fpµ_
°F ' Ssq .,. `"� Location.• 156 Springer Lane - Yarmouth, �L114
�ZN k a o SEQt1IN
o CINIL
DAVID Gs No. 37213'
A �, 1P a 4 Ryder & Wilcox, Inc., P. E. & P. L. S.
LYTTLE ��ss/ sT>~ �.3 Giddialz Hill Rd.
#346Zo�aAL P. O. Box 43.9 '
�qa FSs yoe- So. Orleans, .fA., 0266,2 Scale:
s �� I Tel. 508 255-8312 Fawn by - SCIS
Date - Feb. 24, 2016
Fax.508
�1 i % 240-2306 Rev. - 1Llar. 17 2016 Reserve Job No. 7755%