HomeMy WebLinkAbout301 Weir Road - Site Plan 2LEGEND:
EXISTING SPOT ELEVATION Ox00
EXISTING CONTOUR r 00-1
FINAL:. SPOT. .ELEVATION F(7xM
F)NAL CONTOUR ELEVATION
SpIL'TEST LOCATION AND ELEVATION &Ox00
tPLILITY POLE -0-
l1NpERGROUND GAS, WATER, ELECTRIC,
TELEPHONE, CABLE G,W,E,T, ® 0.
-CATCH BASIN
50,0 3 50,2
\\ i 49'.3
50.4 �\ 49.0
APPFj&. LOCATION .OF MISTING \\ 2 \
i" t X11' LEACHING ".FIELD 1 BASIN
i TO BE REVOVED - - -
�' i /DRIV l P�6i1�CNMAF71C
/ 49.0 3.91 �i9 4.00
/fi
24.50
0
_EXT ST Ii�lti i
- ---
I000 � T
LO 0 1 Z0.00
J yAFERLiNE- t; ,5
54,6 25
r/ 59.7 \ \ �' �' 62,9
\,5�
I S ! LJMITS OF, W REMOVAL
0
ELEV=52.70
WATER AT
192"
PERC
RATE:'
52
MIN/INCH
Odie: 109/02/99
SOIL TEST DATA
Witness: Amy VonHone Evaluator: B. J. Young
Depth
from:
Surface
(inches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
Structure; Stones, ,Boulders,
Consistency, % Grovel)
0-20
Fill
-
-
N
-
20-26
A
Sandy Loam
IOYR 4/3
0
Massive, Firm
26-44
Bw
Fine Sandy Loam
10YR 5/6
N
Massive,' Friable
44-108
Ct
Sandy Loam
10YR 6/8
E
Massive, Very Friable
EXISTING SEPTIC TANjt CAPACITY 1000 GAL
CERTIFICATION REQUIRED.
50% Rocks. Stones.
08-144
C2
Med-Fine Sand
1
Single Groin, Loose
144-192
C3
Silty Cloy Loam
1 62. 1 :
--SIDE 0.74 GAL/(SF-DA)
192-216
C4
Medium; Sand
LEACHING CAPACITY
�.• o Iawrour+cm
FLOOR PLAN (NTS
BR BA DR
BR 7BR LR
K
LOCUS
WEIR RD
T
GREAT WESTERN
LOCATION MAP
GENERAL NOTES
1) ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO 310CMR15
AND TOWN OF YARMOUTH RULES. AND REGULATIONS FOR THE
SUBSURFACE DISPOSAL OF SANITARY: SEWAGE.
2) CONTRACTOR ,SHALL VERIFY .LOCATION OF EXISTING UTILITIES.
CONTACT DIG -SAFE AND .LOCAL WATER DEPARTMENT 3 BUSINESS
RAYS BEFORE BEGINNING CONSTRUCTION:
3) CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY FACILITIES
ON PREMISES AND FILL OR REMOVE SAME.
4) ALL COVERS OF SANITARY i1NITS•.SHALL BE BROUGHT TO WITHIN
6" OF FINISHED GRADE.
5) EXISTING AND FINAL GRADES .SHALL REMAIN ESSENTIALLY—
UNCHANGED.
SSENTIALLY--
UNCHANGED.
6) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING RESTRICTIONS AND/OR REGULATIONS,
OWNER/APPLICANT MUST OBTAIN -SUCH DETERMINATION FROM
FP '
- DESIGN CALCULATIONS
APPROPRIATE AUTHORITY.
,
+ i
AND SIL -CLAY:LOAM,
AND SILT -.CLAY LOAM
NUMBER OF BEDROOMS
C A, ATG ,O UNS, 11 c t
) .XC .. ,, ARD REt�, vE L. S,,,.ABL_ ARTERIAL FOR 5' AROUND
SYSTEM AND WITH CLEAN SAND.
S i i
DOWN TO:CLEAN SAND,
_
-GARBAGE DISPOSAL UNIT NOT ALLOWED
LEACHING -REPLACE
APPRO)F DEPTH 16
DESIGN FLOW'
8) IF ANY DETAIL OF T}{IS PLAN IS NOT UNDERSTOOD, CONTACT
I 1 i-66,5
3 BEDROOMS x GAL/(BR-DA)=330 GPD.
DESIGN ENGINEER AT 394-1960.
.110
9 48 HOUR NOTICE IS REQUIRED FOR ANY INSPECTION OR'
EXISTING SEPTIC TANjt CAPACITY 1000 GAL
CERTIFICATION REQUIRED.
I Q> /
..LEACHING AREA REQUIREMENTS
1
--BOTTOM 0,74'GAL/(SF-DA)
OF_:_ H
t
1 62. 1 :
--SIDE 0.74 GAL/(SF-DA)
3ErtNgrtU
0 67.6
LEACHING CAPACITY
�.• o Iawrour+cm
0 -
BENCHMARK NAIL TO BE SET IN
TREE FOR FOUNDATION: TOP OF
FOUNDATION 53.50
6" MAX
MOM=
1 ' tSo 30018: "j
�l,, ((24.5'x12.83') + 2x(24.5'+12.83')x2')
xO.74 GAL/(SF DAY)= 3_43 GPD _
SCALE: 12=2(Y: '' a
piclsilW
`<
- BENCHMARK: COVER OF
EXISTING TANK 1:00' MIN, -3.00' MAX APPROVED BY BOARD OF HEALTH
ELEV 2.53 ASSUMED DATUM 3 SEEDED TOPSOIL, 27 SLQPE. AT :END
LEVEL 2'. MIN �DENSE GRADED STONE IN DRIVE ANT DATE: AGENT
s 0.17 52.00 M.It�I 2„ P N
9" MIN. 36' MAX Q s3; EASTO E
N
54.00 MAX PARCE
ASSESSORS MAP: IQ5
F L: '-37
.• ,
PROPOSER `SITE PIAN OF L•ANp -TM YARMOUTH MASS '
51:50t 51.28 =u$I0 0.25 t.17 UP- 51:0387
EXISTING .1000 GALLON
SEPTIC TANK
6" GRAVEL OIN. NATIVE SOIL OR
:MECHANICALLY COMPACTED BASE
ROAD .
n
301: 'Th'EIR . ` ..
oo 3/4" T4 1-1/2"WASHED STONE
50.70
7.
48- ,
"R=S00 GL !PCHING
AS PREPARED FPR CAhE DATE:' OCA' 8 1999
DISTRIBUTION BOX. 4 QO 1550`.x.4 83 .,' 6 $I EAWARA .SMITH "=2Q $EY
DB -3 H-10 PAUL E. "SWEET5ER PROFESSIONAI 'IRNA 8 . RYE OR
WATER TEST TO PROS BLE 'HIGH WATER, l EVEO ,41 26.. BOX 15,9D0-'ROLTT9-134, SOUTH bENNIS,;_'MASS
PROVE EQUAL FLOW (668Y `3 -6530
24 S' �c:12 83'
FILKINOr
,
:;. ;. ,:. 171700.. •: , ..: � �• . SHEET. 1" 'QF ;l