HomeMy WebLinkAbout1300 Route 28 Site Plan0
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MANPAM FEASIBLE GOMPLIANC.E APpROVAI_S REQUESTED:
1. VARY LEACH AREA, TO PROPERTY LINE BY 5' (5' PROVIDED).
310 CMR 15.211 (').
2. NO F;ESERV_ AREA COULD BE PROVIDED. 310CMR 15.248.
N/F USE EXTRA STCNE AND �EASTONE TO BRING TOP PEAS -ONE TO 3' BELOW GRADE.
LOUNSBERY (USE 32" DEEP OF REGULP.R S -ONE, AND 5" PEASTONE.)
BENCH MARK --'OF P< NAI_ SET]
IN PAVEMENT = 18.43 ASSIGNED
011 3
18 MOVE GAS LINE
PROVIDE 18. 0�
'DENTING
^�\18.6
/O
nF_�Srl\7
PRCPOSED
BJNPER x
l /18.0 ` 18.8
0.0
•\17.7" 17.8
2
N/F
TOWN OF YARMOUTH
1 Y 178 NO GRADE CHAN3ES
ARE PROPOSED
1 .t 7•c CHECK EXISTING SEPTIC
1'✓� TANK AND GREASE TRAo.
8.7� REPAIR/REPLACE ANY IN -
11 ' 17.9 ADEQUATE COMPONENTS.
FA•` 1.8'3 G\18.Ii NOTE BOTTOM OF OUTFLOW
yt---77Mti 1 �� TEE ON GREASE TRAP TO BE
T:. WIT -11N 12 OF TANK BOTTOM.
STY. (x/16\o a
�a F EXIS tJR.ANT � \ � �Po-
\ � Xg�� 5:1 •�. REST A ace) ;
.: i �\
\ \l l (cro++l Space)
..,.::....• 18 6 18.
\ `
19.1 �z
(> \ `\ rJ` ` 'D -t '9.1 1 \ EXISTING 18.5
1U'0
18.8
1 DIRT & STONE • 18.8
" 19.1 PARKIN;, AREA19.3
`` 84' (deed)
_ 18.7
1•
r ,
CAUTION: THIS IS A, SITE OLAN
SURVEY, AND NOT A PROPERTY
L NE SURVEY BY THIS OFFICE.
LOT LINES SHOWN AR_ APPROX-
IMATE, AS CONFLICT WAS FOUND
BETWEEN RECORC BOUNDS.
STONE DETAIL
F• �1.
o`3 \\ /J �� '4 t1
1 c�r C �4' deed) 1
18.8 pL\ S1 p 19. 1 _2049.65 Ce�ge Pave 19 6 19.
18.8
2 ,
q ,
8 �� yo , ..21:s.. 19.6
8.
\
rL_________.J`
39'-4"
1� ml
4
P\OU1E 28
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = 20.00 ASSIGNED
O TH 1
1
I EQEND
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G-
GAS LINE MARKINGS (IF SHOWN)
--0E-
OVERHEAD ELECTRIC WIRES (IF SHOWN) -
. 9.5 .11.0
EXISTING & PROPOSED E_E`/ATIONS ('X' MARKS POINT)
,,-6--
EXISTING CONTOUR
_8---
PROPOSED CONTOUR.
rn,
UTILITY POLE (IF SI -OWN;
----OU-
OVERHEAD UTILITIES (IF SHOWN)
'
TREE (IF SHOWN, NOT ALL SHCWN)
20.'`-
EXISTING SEPTIC COVER
❑
EXISTING DRAINAGE CATCHBASIN
- x -
FENCE (IF SHOWN, NOT ALL SHOWN)
Existing
1003 Gal.
,eoee Trap
IS TO BE CLEAN GRANDULAR SAND MEETINGMSPECIFIICATONS OF 3 0CMR 15.25 UNDER LEACHING TEST HOLE
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSEOF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LCCAL REGULATIONS. 0
TEST DOLE DATE: March 11. 1999
BENCH MARK -TOP REAP. CENTER. PERFORMED BY: Ron Cadillac, Soil Evoluctor 22'
SEPTIC TANK 17.39 ASSIGNED WITNESSED BY: Amy L. Von Hone, RS 28'
PEP.0 RATE: <2'-00",inch (C layer)
SOIL BURVEY(1993): Carver coarse sand
GEOLOGIC MA3(1986): Horwich outwosh plain deposits 49'
Invert. 15.70Invert 16,03 8 RECHARGER 330'S Q.
Use Cos Baffle
Existing InvertH-20
H-10 Prwo�ed
� H-20 te.s
Ex stin "
9 F Proposed S=1/4 /ft �Op PEA STONE.
L 1000 Gal. 1G00 Gal.. S=varies
12" Se=.ptic Tank / Septic Tank �-
May..
In 15.95 / / � r 24^ 1„2"
Fal
A laloam yer 10yr eond2/1
B layer 10yr 4/6
loamy sand
C layer 2.5y 6/4
:nediurn sand
N0 5
S NOT TO
�Of�
1.
LOCUS IS A.M. 60, PARCEL 159.
d SCALE
d9 \q�
2.
ELEVATIONS SHOWN ARE ASSIGNED.
an
�
3.
LOCUS IS IV FLOOD ZONE C ON FIRM DATED JUNE 17, '966.
4. I
4.
ALL PIPES TO BE 4' SCI 40, AND PITC-1ED AT 1/4" PER FOOT (UNLESS NCTED)
MUNICIPAL
0
5.
WATER S AVAILABLE. _OTS WITHIN 100' ARE ON TCWN WATER,
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6.
COMPONENTS TO BE AASHTO H -1C, UNLESS VOTED.
20.'`-
7,
INLET TEE TO PROJECT )0* 13", OUTLET TEE DOWN 14".
� a
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
be 15' or more below grade.
(USGS Quad shows locus above
D -BOX EXIT PIPES TO BE EVEL FOR FIRST TWO FEET.
0
RESTAURANT SEATS:
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
2¢
I
420.1
BUILD UP COVERS TO W THIN V OF GRADE. MORTOR CHIMNEYS IN PLACE.
Rhe
No
ONE COVER CF TANK TO BE WITHIN 6" OF GRADE.
10.
STONE TO BE. DOUBLE WASHED 3/4 N
-0 1 1/2" W -H 2" M. 1/8 TO 1/2" PEASTONE ON TOP.
1,
LOCATION MA
1'.
IF UNSUITA3LE SOILS, OR S01_S DIFFERING FROM THE SOIL LOG ARE FOJN),
REOUIRED FLOW--
CONTAC', THE BOARD OF HEALTH, OR R.J. CADILLAC.
JUSE. 4 LEACH AREAS, AS S-ICWN, EACH
12
IF AN O'dEPDIp IS BALLED FOR BELOY!
IS TO BE CLEAN GRANDULAR SAND MEETINGMSPECIFIICATONS OF 3 0CMR 15.25 UNDER LEACHING TEST HOLE
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSEOF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LCCAL REGULATIONS. 0
TEST DOLE DATE: March 11. 1999
BENCH MARK -TOP REAP. CENTER. PERFORMED BY: Ron Cadillac, Soil Evoluctor 22'
SEPTIC TANK 17.39 ASSIGNED WITNESSED BY: Amy L. Von Hone, RS 28'
PEP.0 RATE: <2'-00",inch (C layer)
SOIL BURVEY(1993): Carver coarse sand
GEOLOGIC MA3(1986): Horwich outwosh plain deposits 49'
Invert. 15.70Invert 16,03 8 RECHARGER 330'S Q.
Use Cos Baffle
Existing InvertH-20
H-10 Prwo�ed
� H-20 te.s
Ex stin "
9 F Proposed S=1/4 /ft �Op PEA STONE.
L 1000 Gal. 1G00 Gal.. S=varies
12" Se=.ptic Tank / Septic Tank �-
May..
In 15.95 / / � r 24^ 1„2"
Fal
A laloam yer 10yr eond2/1
B layer 10yr 4/6
loamy sand
C layer 2.5y 6/4
:nediurn sand
T -IIS 'LAN IS A VALIDi COPY CNLY IF IT BEARS
AN ORIGINAL RED S -AQP AND SIGNATURE.
SITE PLAN
FOR
A P PROPERTIES TRUST
PARCEL A, 1300. ROUTE 28, S. YARMOUTH, MA
APRIL 14, 199,9 SCALE: 1 "=20'
HEALTH AGENT APPROVAL DATE
1999
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508): 775-9700
R.J. ZADILLAC
ELEV.(feet)
18.6
14.5
7.6
PAGE 1 OF 1
l�����
APR 1 9 2001 I�1�
Proposed
level
MARANE
Use 6' Stone
livert 15.04
ender Proposed
Invert 14.50
Pro osed
pl
4 9,* 12,5
Bottom
�JIL CORP
4. I
I 33•
I I 12 1
�,
I I^ I l
20.'`-
DESIGN DATA
12'
Baticen TH 1 7.6
25 +Groundwater Is estimated to
?0.3
be 15' or more below grade.
(USGS Quad shows locus above
0
RESTAURANT SEATS:
23
2C'--wate- estimated ® 5'.)
I
420.1
GARBAGE GRINDER:
No
���,
REQUIRED CAPACITY:
805 GPD
20.0
REOUIRED FLOW--
345 GPD-' -
JUSE. 4 LEACH AREAS, AS S-ICWN, EACH
,ki
s IgD
CHE+I
EXISTING GREASE TRAP:
1000 GAL.
9'-8" LONG BY 12'-4" WIDE BY 2' DEEP.
SEPTIC TANKS
2000 GAL.
EAEH LEACH AREA LSES 2 H-20 CUL -EC
BOTTOM TEACHING AREA:
970.1 SF
RE- HAP.GER 330'S WITH 4-' STONE ON SIDES
[4(19.67' X.12.Z3'))
AND 3' ON ENDS. NOTE EXTRA STONE
SIDE LEACHING AREA:
364 SF
USED ABOVE INVERT, USE REGULAR.STCNE
[182' PERIME-ER X 2' D -EP))
TO TOP RECHARGER CLEAN OUTS (32"). ADD
DESIGN CAPACITY:
987 GPD
PEASTCNE (5"t) TO BE 3' FROM GRACE.
[(97C.1 SF + 364 SF) X...74
CFD/SF]
T -IIS 'LAN IS A VALIDi COPY CNLY IF IT BEARS
AN ORIGINAL RED S -AQP AND SIGNATURE.
SITE PLAN
FOR
A P PROPERTIES TRUST
PARCEL A, 1300. ROUTE 28, S. YARMOUTH, MA
APRIL 14, 199,9 SCALE: 1 "=20'
HEALTH AGENT APPROVAL DATE
1999
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508): 775-9700
R.J. ZADILLAC
ELEV.(feet)
18.6
14.5
7.6
PAGE 1 OF 1
l�����
APR 1 9 2001 I�1�