HomeMy WebLinkAbout212 Old Main Street Site and Sewage PlanY'OUNDATTON
DATA
Number of Bedrooms:
I{
Test Hole #1
Garbage Grinder:
NO
EL 103.0
Design now__
— I uO,`f tJ
--
(110 (al/MV Dal z Number of BR)
-
Septic Tank:
a=aa
,
GROUND SURFACE EL I 0 I D
O A L ,
(
fn"
A
LOAMY SAND
FallA
fi" - 24'
B
GROUND SURFACE E
3
o 1
IOYR9/2
aq.`i
. w MIN
T
B
LOAMYSAND
10YR5/8C
SAND
P-5rR7/4
MEDIUM
2.5rR7/4
12^/w
OUTLET PIPE LEM
Sao gwluetor.
SAND
DR'G. N0. 98472SHEET
Txn...d Bs
Deep Oto Bole Data ft/b/82
FIRST TWO FEET
�j - N O VENT REQUIRED
Titaea BT Sean O'Brien
-
sea Bw wy DeaarhW=
UM LEVEL
Cewo&w Yaterfat OU77ASH
Nateria!
to xta� Water
Depth to Sbadmg Water. NA
TOP EL
L DOUR WASHED
•:• 1'1V
.
w
10
D—�
--,---+—z—.�- _ :._. ---
3c::�.:a 1:c.iX :I �u --`� a^L . -.>. 0.�'_..,..
--
DSOS observation Telt NA
-_ _- - STME�
..1 ".. _-,-�-,.-moi. :3 __•_
—
INVERT EL
140
Ula 3
Us= Obaervatton Tem
NA
jn
pi8 •
GAS BAFFLE AT OUTLET/
INVERT EL
2�
81DEWALL
INVERT R&
INVERT EL
G ? 5
6" STONE BASE
INVERT EL
ti.3
INVERT EL
(Tgpic
•,O.�rP
3/4'- 1 1/2' DOUBLE
WASHED STONE
rvE CvLtroc jeP,GR(?Fi
3
�ZY
1500 Gel Septic Tank
Wile
/.Z5
BOTTOM EL
/ 21
(Typical)
y
I S%Nt od e.�d'r5•
EL?"I.q
BOTTOM OF 7BS7 POLE
�D
I
`
I THEATRE COLONY
TVA Y
•`tL= ,°
3s
KAREN WA Y
6661 t Z Ldtl �
1
N 55`12'00" E 69.46'
o�J
1 .
2'f, w1rH z 6 stood. of 510E4,�
(i1 N�j t•2. i Si7 !`i �- �tJ �l�Us (l0 X 4(�'TDI F��
t
tc_
Lot
,I
Z ")
- i
N 5676'40" E 95.62'
O
Iv
F— Bldg Q)
� �Rema1ns �
I te'
i
5 - 120 P
N
38> 10
�JEv
7 _
" taf CL �D3
j
frop
4
J I
�" ^, ' � �• N Its ,iy;
1 i To be
rem0 ved
L
F ADO
EXLS t crJ
l' Barn fI
i I
57
j `pFRO P
P
O00/1
(/C
- I—
S 54 °40'00 W 1 90
O
O
STANDARD NOTES
1) 7TD4 PLAN lS MR THE BOTALUTION vF /A s t: PI-)
2) ALL INSTALLA770N TO PROCEDURESA.NV�JMY SHALL CONFTIRM 310 CA& 15.000, TLD:' STATE "V2R0NAQt4VTAL CODE;
"TLE 5, AND THE TOWN OF Yarmouth SUbtSURFACE DISPOSAL RE17MATMAS
3) NO DEIERMDVAIION HAS BEEN MADE AS 7V COMIFEIANCE OF AVAILABLE PROPERTY RMRMA7TON "M RECORDED DEEDS
OR ZONING REIGU7AT ?OAW
4) 7t?WN WATER SERVICES MW PROPERTY.
5) 77IERE ARE NO KNOWN PRIVATE WELLS ON 77D S PROPERTY OR WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEAL
6) ALL COVERS OF SYSTL'M COMPONENTS SHALL BE BROUGHT 70 WI771DV 12w OF 1DVNM0 GRADA WIThi ONE COYER OF 771E
SEPTIC TANK BROUGBT WITFHN 6' OF GRADE
7) ALL SYST&M COXPONF.IVTS SHALL RBMAIN ACCASSIBLE 1 OR JNSPEC7TON, NO STRUCTURES SHALL BE LOCATED DLREC7ZY
UPON OR ABOVE TBE COMPONENT ACCESS LOCA770N,S WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION
PUJ1FZ? G OR REPAJR
8) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER ALPERY10US AREA SHALL BE LOCATZD ABOVE A SOIL ABSORPTION
SYSTEM EXCEPT WHEN VENTING HAS BEEN PROVIDED.
9) SEP7TC TAA= GREASE TRAPS, DOSING CHAMBERS AND DISTRIBU770N BOXES SHALL BE PLACED ON A 60 STUNE BASE
TO ENSURE STAB= AND PREVENT SE77ZING.
10) OUTLET D07RMUTION LINES SHALL REMAIN LEVEL FOR A AIINIMUM OF 171E FIRST TWO FEET OF THEIR LENGTH.
11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10'
OF DRMEKAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED.
12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4w AI SHALL BE CAST—IRON OR SCHEDULE 40 PVC.
13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 360 UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION, EM77YG GRADES SHALL BE REESTABLISHED UNLESS NOTED AS PROPOSED CONTOURS.
15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF YET SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
THE DEEP OBSERV4TION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING.
16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTHJTIES.
DESIGN
DATA
Number of Bedrooms:
I{
Test Hole #1
Garbage Grinder:
NO
Design now__
— I uO,`f tJ
--
(110 (al/MV Dal z Number of BR)
-
Septic Tank:
a=aa
,
(tunimam - Design Mow z 900%)
O A L ,
(
teaching Area:
Sidewall Z 0 D
/yv n � 2�,t) _
Itoo
Bottom
`IC A z Jv n) bUo
Long Term Acceptance Rate (LIAR): 0.74
Leaching Area Design capacity- t(`(y
(SldewaN Area + Bottom Area) z TSAR G , P • •. _- I
APR 21 1999
DEEP OBSERVATION
HOLE LOG
Test Hole #1
Test
(EL 4 t)
ASSESSORSMAP LOT
— I uO,`f tJ
,
�(EL
°lmlyy `
lfy g��
a=aa
,
Sad
(em.�
c�N
(
fn"
A
LOAMY SAND
FallA
fi" - 24'
B
LOAMY SAND
f0YR3/Z
LOAMY SAND
IOYR9/2
aq.`i
C
T
B
LOAMYSAND
10YR5/8C
SAND
P-5rR7/4
MEDIUM
2.5rR7/4
12^/w
Sao gwluetor.
SAND
DR'G. N0. 98472SHEET
Txn...d Bs
Deep Oto Bole Data ft/b/82
SOD LnMtor. RICHARD LEARMW
Pero Bata
Titaea BT Sean O'Brien
Pe Bata: < 2 APN/LN 0 80-
sea Bw wy DeaarhW=
8011 Saner Descrfptlam CARVER
Cewo&w Yaterfat OU77ASH
Nateria!
to xta� Water
Depth to Sbadmg Water. NA
Depth to Weeplag Ater. NA
Depth to Teepdog Water.
Depth to Kw"gn!(Color} NA
----.-Lt SeaaOaal Mgh CIF. NA
Depth to tiatLDag(Colork
DSOS observation Telt NA
Date of last lleeamemeat NA
Ctm nente
APR 21 1999
DEEP OBSERVATION
HOLE LOG
Test
Hole 12
ASSESSORSMAP LOT
— I uO,`f tJ
�(EL
°lmlyy `
lfy g��
a=aa
,
Sad
(em.�
PREPARED B
A & M Land Services
33 Old Main Street
o - ft"
fn"
A
LOAMY SAND
fi" - 24'
B
LOAMY SAND
f0YR3/Z
Z4- - fee'
aq.`i
C
MEDMM
loYR5/6
LOCUS MAP tis
SAND
P-5rR7/4
0 Old Main Street
Deep Obe Bale Data:
12^/w
Sao gwluetor.
RLCRARD LEARNED
DR'G. N0. 98472SHEET
Txn...d Bs
swan O'Brien
Pero Bata
sea Bw wy DeaarhW=
CAARTER
Nateria!
to xta� Water
OPT/Asa
NA
Depth to Teepdog Water.
NA
Depth to tiatLDag(Colork
NA
Bat Swaml Nigh all
NA
Us= Obaervatton Tem
NA
Dab of Last YsaemomenF NA
camments
APR 21 1999
PROJECT LOCATION -Z10 OZ0 /1' .v 5/1'-
>`ASSESSORS
ASSESSORSMAP LOT
s ,
`
131
i -j
APPLICANT.-
Peter Troutman
210 Main Street
South Yarmouth, HA
wl
► , \c r��c= k
,_
0
PREPARED B
A & M Land Services
33 Old Main Street
I J
r
South Yarmouth, MA 02664
(508) 398-2121 Fax 394-9642
SCALE 1 a = 10
DATE February 2, 1999
f
REV.
LOCUS MAP tis
0 Old Main Street
South Yarmouth, MA
DR'G. N0. 98472SHEET
1 OF 1
APR 21 1999