HomeMy WebLinkAboutEngineered Plans - 2017N
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.........................
................
Zoning Compliance
V11C7. /\-ru
Zoning
Existing
Proposed
Front Setback
J0,
64.7'
unchanged
-Min
Side Setback
20'
52.2Z55.2'
52.2'130'
-Min
Min Rear Setback
230.3'
53'
Building Coverage
(13 090sf
257.max
(1096sf)
2.19
(2104sf)
4.07.
0
co why Ln 0
Z' Locus
A
oc
Rd
0-\
S80*02'30p)
N32;7.,30, LOCATION MAP
LO
\V
...... .......... Asses. Map ID: 124128
Title Ctf.-20JO47
Existing
.................. Septic System r- -7 LOT 10 CB/DH Deed DOC: 124,344J
' (DWCP #14-92) 0 .
Location per LCP 11785—C L. C. Plan: 11785— C
E-4 Iw j As–Built O
Lots 10 & 11
'Po �11c'
0
/z Owner of Record:
Lots 10 & 11
Tanya Z. Noteva
52,360 SF Z'
Cy
House
__J -\VZ-
1.2 Acres...
TOF 0
C) Existin 9
141
...... .... . . ................. El 39.5 .......
/6) .... ..... . Property Area Total=
/0 64.7' 52,360sf
Dome
/Z 4" Area within Zone H=
Charcoal Vent
23,500sf
.. .............
1' Above grade
C� '00
............... BH . .......... WP -Zone
II
............
.............
0
_\Wp__Zone 11 Ulrn*lt Proposed
Exist. oosf± within .,Zone Septic C6 OF 4fq8.Sd
.. ............... Gravel 23,5 System
0 DANfELyG
Parking /DH P.
C OTE
.......................... r
TH 2 V Proposed IVIL
AIJ
. I I I
r ...... NO. 46 53
C" 0 Garage
Q)c f 1
Propos '12' & Apart. N ....... —53'
Proposed
UP guy . ............ diDriveway 's4r'-q� 19 0 0 G/ST
CB DH . ......
0
Pr*16pb'sej'-
28 8/ONA
-Wa—ter-fe c
Car
Z14
0 BENCH MARK 0
5' OVERDIG TO C2 -LAYER . ...... 7�
Catch I * 0 . ...................... It
Top Concrete Bound RECEIVE 552.70,
-�NSPEC TION REQUIRED 0
Basin Is. QF.
El. 35.8 80*02',30), W L ........................ 06
FEB 2 7,2017 _j 30, MICH
S
W=Al nrPT LOT 11 LAD
32
LCP 11785-C
o No. 3 60
MgRAN ENGINEEC.,LLC
RING ASSO
30 -Ess\o
508-432-2878 941 MAIN STREET (RTE 28), HARWICH, MA I/
PROPOSED GARAGE LOCATION & SEPTIC DESIGN PLAN ........... ... -Yarmouth Health r e C 3/DH
,Prepared For: Tana & Dimitor Noteva SCALE: I"= 30 T D
30 60 90 In" -!�r 4 /./
984 WEST YARMOUTH ROAD YARMOUTH PORT, MA 0 Name Date
_F "— _5� mm� I Sh t: 1 of2
PROJECT. I6— 6—,94 SCALE: 7 3 ATDATE: 2117117 �
�.a
I°- --�
T.O.F. 12'
ELEV. 33.0
ELEV. 28.7 PI�10" -
14"�.
ELEV. 29.0
1500 GAL.
SEPTIC TANK
H-20
ACCESS COVERS BROUGHT TO WITHIN
6" OF FINISHED GRADE
FA
GAS
4" Dome
Charcoal
Vent
1'
3' Max Cover Above SAS
c0000c000cc �0000 000000
cc000c000ec coon oo ocoo
cc c000ccocc 00000c000c,
D—BOX 1 5'endse, 2-500 Gal Chambers _11.5'ends�
H-20 2.6 sides 10' x 20'1 x' 2' Deep2.6'sides
500 Gal. Chamber & Stone
SYSTEM PROFILE LEACHING FACILITY
Not to sca le H-20
SYSTEM DESIGN
*23,500sft of Lot Area is within a Designated Public Wellhead Zone—II
Design Flow: 2
bedrooms @ 110 gal/day
= 220 gal.
Septic Tank: 220 gal. x 200% = 440
gal.
0-3"
Use: 1500 Gal.
Septic Tank (Title 5 Min.)
Leaching Facility:
10'x20'x2'deep Chamber
and
Stone SAS
Bottom:
10'x 20' x 0.74 Gal/SF=
148
Gal
Sides:i10�0')x2'x2x0
74Gal/sf=
88
Gal
Loamy
Med/Fine Sand
TOTAL =
236
Gal.
Note: Garbage
disposal is not permitted
with
this design.
SEPTIC SYSTEM NOTES
filter fabric
or
1/8" to 1/2"
double washed
stone
( 3/4" to I V2"
double washed
stone
ELEV. 26.0
10'
i Elev. 16.0
Btm. T.H. 1
SAS CONSTRUCTION DETAIL
500 GAL. LEACHING CHAMBER, H2O
------------------------------ f 6 2 .
Double Washed Stone ; '
10'
0 O
; � 4.8'
Double Washed Stone 2.6'
L----------------------------1-
1.5' '
8.5' --�— 8.5'
20'
1) ALL COMPONENTS ARE TO MEET TITLE 5 MATERIAL & CONSTRUCTION REQUIREMENTS.
2) SYSTEM COMPONENTS ARE TO BE SET ON A STABLE, COMPACTED BASE.
3) DISTRIBUTION BOX EXIT LINES ARE TO BE SET LEVEL FOR THE FIRST 2'.
4) UNSUITABLE SOILS ARE TO BE REMOVED (Down to C3 Layer), BELOW AND FOR 5' AROUND
THE LEACHING AREA AND REPLACED WITH TITLE -5 FILL SOIL. ,
5) COMPONENTS ARE TO BE WITHIN 3' OF FINISH GRADE & ARE TO HAVE A MINIMUM OF 1' OF
SOIL COVER. ACCESS COVERS ARE TO BE BROUGHT TO WITHIN 6" OF FINISHED GRADE.
Sh t: 20 f2
*Remove
27. 1—
*Remove
26.6
TEST HOLE I EI. 31.0
Depth
Horizon
Texture
Color
Other
0-3"
0
Organic
3-9"
A
Loamy Sand
10YR4/2
9-18"
B
Loamy
Med/Fine Sand
10YR4/4
VF
18-38"
C1
Loamy
Med/Fine Sand
2.5Y6/6
VF
38-46"
C2
Sandy Loam
2.5Y5/4
Friable
46-180"
C3
Fine Sand
2.5Y6/4
VF
b1tm Ll. 75.0 No Groundwater Found
TEST HOLE 2 EI. 31.8
Depth
Horizon
Texture
Color
Other
0-3"
0
Organic
3-12"
A
Loamy Sand
10YR4/2
12-34'
B
LoamyMed/Fine Sand
10YR5/6
VF
34-52"
C1
Loamy
Med/Fine Sand
2.5Y6/6
VF
52-62"
C2
Sandy Loam
2.5Y5/4
Friable
62-120"
C3
Fine .Sand
2.5Y6/4
VF
tstm Ll. 27.d
Date: 2/16/17
Performed By:
Witness:
No Groundwater Found
Daniel Croteau, SE
Philip Renaud, HA
PERCOLATION TEST @ TH 2
24 GALLONS OF WATER IN LESS THAN
15 MIN. WITH LESS THAN 9" REMAINING,
A DEPTH OF 81 INCHES IN C3 LAYER.
DESIGN RATE: < 2 min./in.