HomeMy WebLinkAboutEngineered Plan - 20140 LOCU S
nr;oao � _
1 LOCUS MAP N.T.S.._ 1
ZONING SETBACKS: R-25
Front: 30'
Side: 15'
Rear: 20'
ASSESSOR'S MAP: 49
PARCEL: 164
FLOOD ZONE: X Town of Yarmouth #250012 0002 F (7/2/92)
REFERENCE: PL. BK .215 PG. 3
IP/FND /ANGLE IRON
x 10.19 101.42
16
162 {e�oe
�R
x 101,92 f Q
101.29
N
S'-
�6'de x 101.15
oae
c�c0G� 100.69
e00101.19
100.03 Shed , TH-1
CB/DH/FND -0� A
X 100.19 10
Q� Exist. Tank
Failed Leach Pits I s- to remain
to be pumped 1 0,92-
and removed or C SND ®'
backfilled.sp FT
C' x 01.0
3F
�� 00,
X 100.22 -1'110 0.09
X 100.43
UP/538/5
-100.75
PKTSE0T0'0 0 O
6)F
d
Z
o
100.93 0� O
X 89.48 \
LOT 56 0�
9,400 S.F.t 0)
0.22 AC.t
Map 49 ,9
101.11 Parcel 164 F
0 �0,,
X 100.86 o O'
GENERAL NOTES:
1. VERTICAL DATUM: ASSUMED___
2. MUNICIPAL WATER ��AVAILABLE.
3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT
SYSTEM UNLESS OTHERWISE NOTED.
4. ALL PRECAST UNITS TO CONFORM TO
r1 X AASHTO: -_ H -=1-Q----
5.
--10___5. PIPE PITCH -1/4" PER FOOT UNLESS OTHERWISE NOTED.
6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE
N 1 WITH MA ENVIR. CODE (TITLE 5) AND LOCAL
Y REGULATIONS.
M 7• CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
J it valid for REP 1 W7iW&09WWtWION.
n-
04 V, due to State and Local septic variaaces. LEGEND
heard of Health review and approval is required for
any future additions/renovations/aiterations to �- PROPOSED CONTOUR
sewage facilities and/or structures/dwelling.
PROPOSED SPOT GRADE
Yarmouth Health Department --®-
-40' EXISTING CONTOUR
APPROVED
30.23. EXISTING SPOT GRADE
7 / TEST PIT
® EXISTING WATER SERVICE
Ntlot Delle
x 98.56
#25
TOF=102.11 �\xxe
(Assumed) �
�O�e 35
00 99,04
x 98.02
X
' x 100.21 03
Landing
15' 1
Dec
i
100
99.56 kC
ed x
Q � p , x 98,98
x 97.26
,�\\ DF yq ff9�y pF yA f fgry
o DAVID B. TERRY G
MASON ANN
Q H M WARNER ti
No. 1066 No. 38721
�FNIST�•6�� G/STEf�`�,�`�
NOTE: This plan is to be used for septic
system purposes only and is not to be
considered a property line survey.
25 BOB -O -LINK LANE, W. YARMOUTH, MA
Septic Design try:
X 99.21 David B. Mason, R.S. PREPARED
4 Glacier Path FOR:
East Sandwich, MA 02537
(508) 833-2177
/ BENCHMARK:
34 Left corner bulkhead
EL. 101.33 ( Assumed)
Surveying by:
TerryA. Warner. P.L.S.
22 Long Road DATE
Harwich, MA 02645
(508) 432-8309 105/27/14
L.A.C.S. Nominee Trust
c/o Amy von Hone, Trustee
320 Cotuit Road
Sandwich, MA 02563
REVISED SCALE I SHEET N0.
1" = 20 1 of 2
CO3
S
o
F
Q
o
�-
i7c,
n
r
1 LOCUS MAP N.T.S.._ 1
ZONING SETBACKS: R-25
Front: 30'
Side: 15'
Rear: 20'
ASSESSOR'S MAP: 49
PARCEL: 164
FLOOD ZONE: X Town of Yarmouth #250012 0002 F (7/2/92)
REFERENCE: PL. BK .215 PG. 3
IP/FND /ANGLE IRON
x 10.19 101.42
16
162 {e�oe
�R
x 101,92 f Q
101.29
N
S'-
�6'de x 101.15
oae
c�c0G� 100.69
e00101.19
100.03 Shed , TH-1
CB/DH/FND -0� A
X 100.19 10
Q� Exist. Tank
Failed Leach Pits I s- to remain
to be pumped 1 0,92-
and removed or C SND ®'
backfilled.sp FT
C' x 01.0
3F
�� 00,
X 100.22 -1'110 0.09
X 100.43
UP/538/5
-100.75
PKTSE0T0'0 0 O
6)F
d
Z
o
100.93 0� O
X 89.48 \
LOT 56 0�
9,400 S.F.t 0)
0.22 AC.t
Map 49 ,9
101.11 Parcel 164 F
0 �0,,
X 100.86 o O'
GENERAL NOTES:
1. VERTICAL DATUM: ASSUMED___
2. MUNICIPAL WATER ��AVAILABLE.
3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT
SYSTEM UNLESS OTHERWISE NOTED.
4. ALL PRECAST UNITS TO CONFORM TO
r1 X AASHTO: -_ H -=1-Q----
5.
--10___5. PIPE PITCH -1/4" PER FOOT UNLESS OTHERWISE NOTED.
6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE
N 1 WITH MA ENVIR. CODE (TITLE 5) AND LOCAL
Y REGULATIONS.
M 7• CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
J it valid for REP 1 W7iW&09WWtWION.
n-
04 V, due to State and Local septic variaaces. LEGEND
heard of Health review and approval is required for
any future additions/renovations/aiterations to �- PROPOSED CONTOUR
sewage facilities and/or structures/dwelling.
PROPOSED SPOT GRADE
Yarmouth Health Department --®-
-40' EXISTING CONTOUR
APPROVED
30.23. EXISTING SPOT GRADE
7 / TEST PIT
® EXISTING WATER SERVICE
Ntlot Delle
x 98.56
#25
TOF=102.11 �\xxe
(Assumed) �
�O�e 35
00 99,04
x 98.02
X
' x 100.21 03
Landing
15' 1
Dec
i
100
99.56 kC
ed x
Q � p , x 98,98
x 97.26
,�\\ DF yq ff9�y pF yA f fgry
o DAVID B. TERRY G
MASON ANN
Q H M WARNER ti
No. 1066 No. 38721
�FNIST�•6�� G/STEf�`�,�`�
NOTE: This plan is to be used for septic
system purposes only and is not to be
considered a property line survey.
25 BOB -O -LINK LANE, W. YARMOUTH, MA
Septic Design try:
X 99.21 David B. Mason, R.S. PREPARED
4 Glacier Path FOR:
East Sandwich, MA 02537
(508) 833-2177
/ BENCHMARK:
34 Left corner bulkhead
EL. 101.33 ( Assumed)
Surveying by:
TerryA. Warner. P.L.S.
22 Long Road DATE
Harwich, MA 02645
(508) 432-8309 105/27/14
L.A.C.S. Nominee Trust
c/o Amy von Hone, Trustee
320 Cotuit Road
Sandwich, MA 02563
REVISED SCALE I SHEET N0.
1" = 20 1 of 2
T.O.F. (Full)
EL. 102.11
F.G. EL: 100.6-101.1± 1--- F.G. EL: 101.0±
Install risers w/covers over inlet and outlet
Existing Main ne to within 6" of final grade on both tanks
EL. 99.61 �L=12 (Access overs mi 20" diam. per Code)
4 SCH 40 P L= 15
4" SCH 40 PVC
S=1.75% 17.M , in.I IT0S=1.6%1%.MIN
Install Gas Baffled `199.14
EL. 99.4 J(lnstall PVC Inlet & Outlet Tees)
EXISTING 1000 GALLON
H-10 SEPTIC TANK
(Precast Concrete)
SOIL LOG
SOIL EVALUATOR: DAVID B. MASON, R.S. S.E.
INSPECTOR: BRUCE G. MURPHY, R.S. ,BOH
DATE: MAY 27, 2014 8:30 AM
PERCOLATION RATE: <2 MIN/INCH IN Cl
TH - 1
EL. 101_13
Fil I /A
Sandy Loam
11" 1OYR3/2 100.:
B
Sandy Loam
20" 1 1OYR4/6 99.41
No
Cl
Fine Sand
2.5Y6/4
ndwater Ob
Per.
46"
120"1 191.1'
PERC RATE: <2 MIN/IN. ( Cl Horizon)
12" - 9": 2:39 minutes
9" - 6": 3:54 minutes
TH - 2
Cn
Ln
Provide Riser over D -box to
within 6" of final grade
(Cover to be watertight) -
F.G. EL: 101.0±,,-
EL.
01.0±i
EL. 98.9
NOTE: All components to be marked with NOTE: Final grade of EL. 98.44 to be
magnetic tape or similar prior to final cover. carried out a minimum 15' beyond
Maintain Min. 2% slope over edge of leach facility to meet
breakout requirements.
leach facility to prevent ponding F.G. EL: 100.5±
Clean Fill per Title 5 Specifications
Naturally Occurring Suitable Sand
L=10'
4" SCH 40 PVC azsax
12' ""- i .viow.vimv
98.73 EL. 98.0
PROPOSED DB -3
H-10 DISTRIBUTION BOX
Watertest for levelness
if more than one
outlet
SEPTIC SYSTEM PROFILE
ADDITIONAL NOTES
N.T.S.
spection Port within 3" to
Per Uni
Top of Unit/Breakout EL 98.44
0.89 Eff. Depth
Bottom FI_ . 97.11
Use 27 (3 Rows of 9 units)
Arc 36 HC HD 5.98'
without stone in a Field
Configuration
no separation between rows EL. 91.13
(45.5' x 8.61' x 0.89') Bottom of TH-2
DESIGN CRITERIA
Number of Bedrooms: Existing 4 Bedrooms
1. Contractor to confim soil suitability prior to installation. Contact BOH and Design Sanitarian
in the event of varying soils from original soil test. Soil Type: Class I
Design Percolation Rate: <2 min/Inch
2. Leach pit to be pumped and backfilled. Re -use existing 1000 gallon Septic Tank.
Daily Flow: 110 G.P.D./ Bedroom x 4 =440 G.P.D.
3. Water line to be sleeved at any sewerline crossings and within 10' of any septic components, Design Flow: 440 G.P.D. (Min. Required)
as needed, per Water Department requirements. Garbage Grinder:
9 Not Allowed
4• Removal of unsuitable soil within 5' of new leach facility may be required in location of
failed leach pit. Replace with clean fill per Title 5 specifications.
SEPTIC TIES
1, David B. Mason, R.S., hereby certify that I am currently approved by
the DEP pursuant to 310 CMR 15.017 to conduct soil evaluations and
that the above analysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that I have
successfully passed the Soil Evaluator's Exam in October, 1994.
FLOOR PLAN
N.T.S.
i
I
i
atl-
Bed•
Kitchen
Living
Room �_ .
Bed 1u
■
1st Floor
B
Bathed 3 Bed 4
Closet �=4 Closet
2nd Floor
Leaching Area Required: (440)/0.74 = 594.59 S.F.
Septic Tank Required: 440 G.P.D. x 150% = 660 G.P.D Minimum U
1000 Gallon (Existing)
.■�� . - . .� MOM .�
Effective Leaching Area:
4.8 SF/LF x 5.0'/Unit = 24 SF/Unit (Per DEP General Approval Letter)
594.59 SF/24 SF/Unit = 24.7 Units. Use 27 Units x 24 SF/Unit = 648 SF
(6 Universal End Caps x 0.25' LF)
Design Flow Provided: 648.0 SF(0.74) = 479.52 GPD