HomeMy WebLinkAboutEngineered Plan - 20190� \ /' '
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Location Map:
0 ')g ° COTTAGE FLOOR PLAN 1 "=2,000±'
1 Sty w/f
4� Cottage NOT TO SCALE
ro}/
. _ aAe .Z. \\ \ \\ ""• Sill=13.2' x
/
Flood Zones:
�, � \ , mss•
ci)� X (0.2% Chance of Flood)
& VE(EL 13)
i^} Based on Map #
25001C0589J
July16, 2014
t ,
\o ,H-2 eQ�°� `---;Zxj. +6 Local References:
5�ow \\ 5' Stripout if
. '•�� ltiiy
CB/DH \ °� \ Encbuntered.�!'•. y
�d .` : .. ors Map 4
Assess 3
\ o% Parcel 26
a'go i :i�UN
��+A Zone: »R-40" (Residential)
5Ps Setbacks; 30'(front), 20'(side), 20'(rear)
°� \ � �` "Se f �� _�� Max Building Height is 35'
O c r \ \ Q� 32.0et° S e Parkin Area '• `♦ ;9��0 i Or _ _ - _ - - - - - - - -- -- ----- - _
_<Z- _�
Q:. + 5s.o' `` SEPTIC NOTES
..OH
to be o\ `� / \ �`
Removed `\ *? Prop qse • ' `'` '� p o ° v �\�\ \n-+ 1' ' n ",7 \ '� 1. Location of Utilities Shown on This Plan Are Approx. At Least 72 Hours
-> (� St ° s' °s\ i` I Prior to Any Excavation For This Project the Contractor Shall Make
ei ti \ \\ � �\ \ � I �� the Required Notification to Dig Safe (1-888-344-7233) and contact
\� I \\O� \`� �\ l ~
� � .n \ � , `- Sullivan Engineering &Consulting Inc. (5081128-3344).
O� 'G ,2x2 ❑ \\-�\ '� 6 sty w/f 21.s' s 2. The Contractor is Required to Secure Appropriate Permits From Town
T \ ❑ * \ 0 ` `� ,ti+ Shed
�.:. Agencies For Construction Defined by This Plan.
�°% o ❑ �O \� \ ) 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall
o ❑ siu=l3.o \
Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to
c �a N-` -
Gm��" €� /�% o Assure Watertightness. In General, Water Lines Shall be Constructed in
lJ.............
E Met inAccordance
\G J,,,. and Shall be
Meter
Coordination With COMM Water,
I • - 0 /�\ �� L With 248 CMR 1.00 - 7.00 & 310 CMR 15.00.
# 232 _ `,
lzxa - \ 3 Sty W/f 0 . ` ' u '....•••f - 4. A Minimum of 9" of Cover is Required for All Components.
End O f Building
!awn / i 5. All Structures Buried Three Feet or More or Subject
° Dwelling 5' Strip -out if I / Parcel Area to Vehicular Traffic to be H-20 Loading. It is the Engineer's
to be Removed si„=,3.0
Existin Dwellinc untered •,
9 9 �� / 49, 250±SF t o ML W cy Recommendationthat H-20 Always be Used
t0 be Remodeled
6. Install Watertight Risers and Covers to Within 6" of Finished Grade
is
_ on New Foundation Over Septic Tank Inlet and Outlet, D -Box, and One Leaching Chamber.
All covers are to be maximum 18" for concrete or 24" Cast Iron.
o Pro FFE 15.5' \ �n� 7. Septic System to be Installed in Accordance With 310 CMR 15.00 &
J+1
Pro TCF- 15.1 1�+ti \ �� • c
248 CMR 1.00 - 7.00 Latest Revision and the Town of Barnstable
y 1 ...:.. sin 12s l Board of Health Regulations.
/ ::' / 0 8. All Piping to be Sch. 40 PVC.
9. D -Box Shall Have a Minimum Inside
Building Wing '6,. i -{-Cr
1me o 12", and a Minimum
to be Removed 1 as Dimension f
o Sum oft".
10. The Separation Distance Between the Septic Tank Inlets and
Outlets Shall be No Less than the Liquid Depth. Inlet Tees Shall Extend
C
\�?� " • a Minimum of 10" Below the Flow Line. Outlet Tees Shall Extend 14"
Proposed / l ,
\ Below the Flow Line and Shall be Equipped With a Gas Baffle.
° Step ,2x3 -- b 11. All joints connecting pipes to foundation, tank, d -box and SAS are to be
i21
z' . Sealed with hydraulic cement.
�\ �•, nd
cii o
Finish Grade
corn Filter �C� ° \
�n Fabric
INN - Compacted Fill AND/OR
O o �� ° ).- -i2-
c° ® 8 ® ® ® ® Pea Stone .� .J \ r
® ® ® ® o (� Lawn ,�v'
3/4" - 1 1/2
Double Washed �' \ Aj Off.
� I i
4' -.I Stone o \ ` ,\ h'
12' \ , /
cr /
CROSS SECTION OF FLOW DIFFUSOR ,
° TBM E1=12.2' I�AVD'88
NOT TO SCALE � Tap of CB/DH
a,, \. CB/DH
Fnd \
oCIO
1
PERC TEST /
AND PE - SULLIVAN ENGINEERING
• CHARLES ROWL \° a
PERFORMED BY. /
& CONSULTING, INC. *r \
SOIL EVALUATOR NO. 13586
WITNESSED BY: PHILIP RENAUD - TOWN OF YARMOUTH \
°
SEPTEMBER 4, 2019 \
SITE PASSED \
° ��� \ ` >>>>-
12.0
TEST HOLE - 1
EL.
\� ' \
\ `•.
•' •' •' - . -'
# /
2 St W f
..'....
:•:•:WN:-:':
VERY.DARK GRAYISH BRO'
6..
..........................................
••�,•••••.'.'.'.•.-.'.•,�.'.SANDY-LOAM.�.-.'.'.�.�..'.'.�.'.'.
1 1.
Bw LAYER ...:'.'...'.'
H.l0Y......
-LLQ�:-:�::•:':':':':
30"
"•' ' ..... • ' . '•':-I:oA1v1Y-SAND ...............9.5
12.3
N
PERC TEST
25 GALLONS GONE IN 10 MIN.
�
PERC RATE < 2 MINAN (LTAR = 0.74)
T2; -C LAYER l OYR 8/2 8.5
VERY PALE BROWN
124"
M -FINE SAND
1.7
° ,
GROUNDWATER ENCOUNTERED
12.0
TEST HOLE - 2
EL. 13.0
\� ' \
\ `•.
# /
2 St W f
O/A.LAYERJDYR.3/2:...:.:...:.:...:.
o
- ,
t
`
Dwelling
:'::i�ERY DARK GRAYISH BROWN
5 8°
-,*••.•.'.'.•.'..... ,'SANDY•LOAM.•.-.'.'.•.•.'.'.•.'.'.'.
12.3
N
'i9�
Bw LAYER.i0YR.6/6'.'. • • ..,., ..'
�
• 1s.3'
:•:':�:$RQWIsIISITYELLQV�
. \ , •x„
38"
�•'�--'•'•-,�•'•'-�.'•':�:'LOAMY•SAND .•.•.�.�.'.�.�.-.•.•.�.�
9.8
° ,
C LAYER l OYR 8/2
\ 1
\
VERY PALE BROWN
138"
M -FINE SAND
1.5
°
GROUNDWATER ENCOUNTERED
A
nce
J \ cd / SL
0
Re
°ter wf% Foo 8
01
Cotta2e F.F. EI. 13.2 * _ * To Be Access Cover (tYP)
F.G. EL. 12.7± Final Foundation Grading (See Note 6) La
Coordinated With Landscape Plan F. G. EL. 12,71
i
CB/DH
o /i •i
Fnd
\ 1 / '� •,/ '� /
29,' Pitch Min• EL. 10.15 Flow
As Required
X1
f '�-:.. ,,/ / /• / /
/�- \ , 0d
EL. 11.50 1q Pitch Min. 0
1500 Gallon o o --'
EL. 10.40 --' '
Installer To Septic Tank H-20 1z Pitch Min. ToD El. 10.13
Confirm Prior H-20 Required EL 10.00 D -Box
To Any Work EL. 9.84 s o /
/ e
(See Note 5) J
Q ®e a e e Bot: EL. 8.63 CB/DH e ,2�\,
EL. 9.54 Flow Diffusor Fnd \ i i �.•\
.......................
To Be Installed On ;:;;: H-20
S able Compacted Base
DESIGN
DATA
D
„"
a
ffe
Is
Cottage Bedding, T s' & :......errio:ve 2&:'QP..:.::::::::::::.::::::::................. EL. 1.7' i
g r .:........:::::::::::::::::
as Per Title 5 ae:;SD:td::aNi:ti>i::5:::bf::::..;;:::;;;::; Observed Groundwater /
..................................
- 3 Bedroom Min Design @ 110 GPD A(1::;Uii:Stria6b
e S`:::feiri :::: Elevation. Similar ar as observed '
No Garbage Grinder ::::::::::::::.:.:.............:........... ..::::.........
g :;;3...... Oi. ter:;.Per1m.. ter.... f Th .:::::::....................
Total Daily Flow = 330 GPD
........................
on abutting properties.
Use a 1500 Gal Septic Tank <400' to Tidal River.
COTTAGE
LEACHING AREA
330eGPDwall 20.74 (12'+3AR.91'=89SFRequired DEVELOPED PROFILE OF SEPTIC SYSTEM
Sidewall= 2(12' + 32')0.91' = 80.1 SF V
Bottom Area = (12'x 32) = 384.0 SF
Total Provided --"464.1 SF (343.4 GPD)
NOT TO SCALE
LEACHING CHAMBER DESIGN
All Pipes to be Schedule 40.
Use 3 Flow Diffusers in a
12'x 32' Double Washed
Main House F.F. El. 13.0 Access Cover (typ.)
Stone Field as Shown. F.G. EL. 12f* - *Final Foundation Grading To Be 6) r
_. (See Note
Permit valid for REPAIR .OF SFPTIC SYSTEM
ONLY, clue to State and Local septic variances.
Board of Health review :inti approval is required for
any future additions/ren ovation siaIterations to
sewage facilities and/or structures/dwelling.
Yarmouth health Department
APPROVED
2 Z� 2d1 -
Name Uzte
FF8 17 2070
HEALTH DEPT.
DESIGN DATA
Single Family
- 3 Bedroom @ 110 GPD
No Garbage Grinder
Total Daily Flow = 330 GPD
Use a 1500 Gal Septic Tank
LEACHING AREA
330 GPD / 0.74 (LTAR) = 446 SF Required
Sidewall = 2(12'+ 56)0.91'= 123.8 SF .
Bottom Area = (12'x 56) = 672.0 SF
Total Provided = 795.8 SF (588.9 GPD)
(Over Design for Future Bedrooms)
LEACHING CHAMBER DESIGN
All Pipes to be Schedule 40.
Use 6 Flow Diffusers in a
12' x 56' Double Washed
Stone Field as Shown.
Title: Site Plan
Proposed Improvements
At
232 Pleasant Street
Yarmouth, Massachusett
Date: September_ 18, 2019 1 "=20'
EL. 11-00--ZC
Installer To
Con firm Prior
To Any Work
290' pi EL. 9.85 Flow Equilizers
tch
Min•
EL. 0.10
As Required
19' Pitch Min.
H-20 190 Pitch Min.
EL_9.75 D -Box EL. 9.59f77Top El. 9.79
_.,
r777710888088
Bot. EL. 8.29
EL. 9.20 Flow Diffusor
Tn P. ,ncfnlle-.- ri nn / H-20
PREPARED BY.• PREPARED FOR:
•Engineering &(;a-*&eSurV
ivaim"ih
consulting,Ine. G
(508)428-3344•seci@sullivanengin.com 23 West Bay G
MA Rd, Suite uite
PO Box 659.7 Parker Road Ostery
Osterville MA 02655 (508) 420-3994 / 420-3995fax
Swww.sullivanengin.com
Field: WHK/ASK Review: RRL
Comp.: WHK/RRL Proj. # C-311.7
Draft: RRL Drawing # C311_7G1 ext
NOT TO SCALE
John Richards
20 0 10 20 40.
Notes/Revision:
1.) The property line information shown was Cn
compiled from available record information.
2.) The topographic information was obtained
from on on the ground survey performed on
or between 20/JUN/1998 and 241OCT118 j
O
3.) The datum used is NA VD '88, a fixed mean
80 sea level datum. Benchmark used: "8148"
II
.1500 Gallon
Septic Tank
H-20 Required
(See Note 5)
As Required
19' Pitch Min.
H-20 190 Pitch Min.
EL_9.75 D -Box EL. 9.59f77Top El. 9.79
_.,
r777710888088
Bot. EL. 8.29
EL. 9.20 Flow Diffusor
Tn P. ,ncfnlle-.- ri nn / H-20
PREPARED BY.• PREPARED FOR:
•Engineering &(;a-*&eSurV
ivaim"ih
consulting,Ine. G
(508)428-3344•seci@sullivanengin.com 23 West Bay G
MA Rd, Suite uite
PO Box 659.7 Parker Road Ostery
Osterville MA 02655 (508) 420-3994 / 420-3995fax
Swww.sullivanengin.com
Field: WHK/ASK Review: RRL
Comp.: WHK/RRL Proj. # C-311.7
Draft: RRL Drawing # C311_7G1 ext
NOT TO SCALE
John Richards
20 0 10 20 40.
Notes/Revision:
1.) The property line information shown was Cn
compiled from available record information.
2.) The topographic information was obtained
from on on the ground survey performed on
or between 20/JUN/1998 and 241OCT118 j
O
3.) The datum used is NA VD '88, a fixed mean
80 sea level datum. Benchmark used: "8148"
II