HomeMy WebLinkAbout103.11 - Site Plan_ 22'T
TEST HOLE 1
1 f j 2'
N
DEPTH ('inches)
01
48'
in
DECK DETAIL1s3 6"
/'� 12"
CL=15� , .8
Nf
cv •
5.9
TH 1
----PW----,
-^-•-U E
9.5 x 11.(}
E!
0 layer
,A layer 10yr 3/2
sandy loam
6 layer 2.5y 5/6
sandy 1oalm
C1 Rayer 2.5y 6,/4
sandy loam
C2 la}er 2.5y 5/3
silt loom
observed water
TEST (HOLE 2 TEST HOLE 3 NM o�
ELEV.(feet) DEPTH (inches)
19.5.. 0
6"
12."
LOCUS APPE,AR'S TO BE IN AN R-40 t
ZONING DISTRICT, AND SUBJECT TO `1
CONSTRUCTION YARDS OF.
FRONT YARD 30'
LUEND SIDE YARD 20'
REAR YARD 20'
TEST HOLE LOCATION, NUMBER ACTUAL ZONING DETERMINATIONS MUST
PROP. WATER LINE MiAR.KINGS BE MADE BY TOWN ZONING OFFICAL.
GAS LINE. MARKINGS (IF' SHOWN)
UNDERGROUND ELECTIC WIR-ES (IF SHOWN)
EXISTING & PROPOSED ELEVATIONS ('X.' MARKS POINT)
EXISTING CONTOUR
B ON FIRM DATEp )UNE 17 1986.
test
holes for water
` 1. LACUS IS A.M. 91, PARCELC11[8A.
ELEV.(,feet) DEPTH' (inches) T EL�V.I(feet) 2. ELEVATIONS SHOWN ARE ASSIGNED.�Q
3. LACUS IS IN FLOOD ZONES C &
40.,
Q layer
A Iayrr 10yr 3/3
sandy loom
$layer RDyr 5/6
Sandy loam
Ct layer 10yr 6/4
loamy med. sand
C2 layer 2.5y €/3
silt loam
observed
0
12"
water
NOT TO
SCALE
18'7 4. A14L PIPES TO BE 4" SCH 4��, AND PITCHED AT 1/4" PER FOCrT. (UNLESS NOTED) 00
5. MUNICIPAL WATER: IS AVAILABLE: LICITS WITHIN 1Q0' AIDE ON TOWN ATM 0
6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. �
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 144. 0
8. IF TWO OR MORE LIMES, WATER TEST D -BOX FOR EQUAL FLOW N.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET, 0
15.5 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR 'VENTING MUST BE PROVIDED. Q
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CH1IMNEY$ IIN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF :GRADE.
13.4 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/4" PEAST014E ON TOP, LOCATION
11. IF UNSIUITABLE SOILS, OR SAILS DIFFERING FROM THE $OIL LOG ARE FOUND,
CONTACT THE BOARD OF s•IEALTH, OR R.J. CADILLAC.
12.7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 4
IS TO IP CLAN GRANDULAR SAND MEETING SPECIFICATIONS OF 3114CMR 15,255(3).
13. PUMP AND FILL ANY EXISTING CESSPO-QLS. REMOVE ANY CLOIQGED SOIL, BLOCK, AIND STONE IN
LEACH AREA, AND DISPOSE OF AS (DIRECTED BY HEALTH AGENT. DEPTH (inches)
11• j 14. ALL CC?NSTRUCTIQN 'f0 MtrE l TITLE S AND LvCAL REGULI\TIONS. 0
r� TEST HOLE DATE: 3/5/98 & 5/28/98 (TH 5) 5"
PERFORMED BY: Ron Cadillac, Soil Evaluator
181 25.0 WITNESSED iBY.: Bruce Iv9urphy, RS, CHO 12"
PROP.. TOP FOUND. PERC RATE: G2'-QV'/inch (TH's 2,4,5)
x I 118.7 SOIL SURVEY(1993): Barn-TPllym-Nast. Complex 3$„
GEOLOGIC MAP(1986): Horwich outwagh pl.gin deposits
d Lt..l I Invgrt 22.06 0
LtE-��9'. -.- �8.3 Proposed Invert 21.35 4
�-----`�,....!!
use Gas Bgffle Invert 21.1 E? 5 FLOWDIFFU75
�SORS „
I �
( < Proposed L1.4 HI -20 SCREENED
/TOP PEA :55TtNE _VENT
18.7 r
8.9
18.'6
." Shone uhlder Proposed Proposed I 5 Bottom
I I �I I � I
I�'�" f~` 4 I I� -1 LL TEST HOL
0 layer
A layer 10yr 3/3
sandy loam
i3 I-ayer 110yr 5,/8
sondy loam
4 layer 2.5y 6/4
loamy med. samd
observedl water'
ELEV.1(feet)
19.5
15.3
13.25
8.5
E 5
RONALD J.. CADILLAC, ILLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANfITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
508) 775-9700
PACE I OF I
GN DATA
0
.1' USGS Adjustment
Barn ;�47-May°.98 DEPTH (inches) ELEV.�feet)
Zone C; 0
Observed Water =14.'9 (Long Pond)
0 BEDROOMS;: 3 101,
_GARBAGE GRINDER,
elfLEACHLEACHAREA No -,
REQUIRED CAPACITY: 330 GPD �¢�
SEPTIC TANK, 1500 CAL. 48"
ts•:�„� � t�"2 � BOTTOM LEACHING AREA: 504 'SF USE 5 H-20 FL.OWDIFFU5ORS WITH
+ [(42' X 1?-'),] 1' OF STONE 0�1 THE ENDS AND 4'
SIDE LEACHING AREA: 103.6 SF ON THE 'SIDES FOUR A 42' X 12,* 64"
015• X 11 t �" DEEP LEACH AREA. 84"
19. j <[4(12'+ 42') y: 0.96' DEEP)] /
DESIGN CAPACITY: 449 GPD A 5' REMOVAL IS CALLED FOR
�52 I I � [(504 SF + 103.Q5F) X .74 GPp/SF] DOWN 7`f TO COARSE SANS,
i f�'0'° I 0' E- TU TIS O T I OR LOAMY MEDIUM SAND.
•
/ 1500 Gal,' f
y 132.,.
131.5"
� Inver'; 41.60
� Proposed Invert 21.27 Invert 20.96 � 40.0
� Use 6
N Z : E L0. LCA ED N AN AQUIFER
I PROTECTION DISTRICT. LEACH AREA IS SIZED
20.0 0 FOR 4 IBEDROOM'S $0 IT MAY EVENTUALLY BE
;6o.1 �0'Q � UPGRADED BY THE ADDITION OF SYS
� TEIM COM-
20,!X
OM-
2Q•1 , PONENTS WITH A NITROGEN LOADING CREDIT.
I I It ,1 }-r1lV 1-J r5 'Vint-lu VV�1 I I./114t-1 11 1 1 Lilh!'al\�J
AN URIGINAL REQ STAMP AND SIGNATURE. � I �H AEL ABY Al BERN QTEI N
LOT 118A, 53 CONGRESSIONAL DRIVE, YARMOUTMPORT, MA
JUNE 4s .1998 SCALE: 1 "=30'
PROPOSED CONTOUR -
TREE (IF SHOWN, NOT ALL SHOWN)
EXISTING DRAINAGE GATCHBASIN HEALTH AGENT APPROVAL DATE
REV, 6/12/98 --INSPECTION
SITE PLAN
FOR
132"
A Ipyer 2,5y 4/2
:sandy Loom
E3 foyer 2,5y 5/6
sandy -loam
DC1 lager 2.5y 5/6
sandy loorn
C2 layer 2.5y 614
silt loam
observed water
C3 toyer 10yr 5/4
coarse sand
7.0
A V,(kOFM4
RONALD \<
s . h1Elei
CE'.t
35 �5
P�
Sl1F
SCHEDULE/NOTE _
0 layer
A layer 10yr 3/3
sandy loom
B layer 10yJ' 5/8.
sandy loam
C layer 2.5y 6,/4
loamy med. sand[:
See other