HomeMy WebLinkAboutApp# 3110PROFILE
No Sale LEGEND
Top of foundation Finish rade Finish grade Finish grade Fin+st grace
elev. elev. elev. elev. elev ® Test hale
-__Q Percolation test
Follins Pond
5b.0 55.0 53.0 52.0 50.0
a Existing contours
Proposed contours
�` ��-9�- Septic tank
Raise manhole covey o within 6 inches Driftwood ane
?^ _ o} finish grade using precast concrete riser -
of finite blocks using
brick masonry. �-- Distribution) bol( O
Raise Manhole cover to wlihu•.. 12 nches Leaching pit
.�/4' sch 4C pvc - _ of finish grade using orecast concrete riser, —/ W— Water. service
sch 40 ovc 4" sch 40 Svc concrete blocks or brick masonry f
layer 0f 1/B" to
' washed stone all around _ U — Utility Line -
Invert elev. Invert elev. Invert elev* Invert elev. overt elev. «>
50.25 - 50.0 49.17 49.0 /4•' to l fi2 washed stone
50.5
all around ~�
48.0 b 2 �� LOCUS
Septic Tank Distribution Box 1w r�otroT , Inacni g p t
"Cutlet piers shall remain leve at least elev .42.0
- - 2 feet before p,tchhg down to leaching -
facility LOCUS- MAP
t- t0 ' t -- b �I t to t s .. _ -
No Scale
e e v 36.8
Leaching Pit NOTES
L All installations shall conform to the requirements of the State environmental code,
la =i Title 5, and the town of Yarmouth Board of Health regulations,
r f'ective aarneter 2.Prior,to backfilling notify the Board of Health for inspection.
3. Any changes to this plan must be approved by the Board of Health.
4.No wells are known to exist within 100 feet of the leaching facility.
120.29 �, e
DESIGN DA TA i
Number of bedrooms: Four (4)
Estimated flow: 440 .gpd tr
/Rs Garbage grinder will not be ,used in this design.
Septic tank required: 440 x t5 = 660 gallons
- - - - - _ -1 •�- °�°o° Septic tank provided: 000gallons
/., O Leaching facility provided
®� 3°.'` ��' _ I �`:?o• r i s°`,• a o h De�th Elevation
l a
B F
0 etc
'
er
C, _1,�/atone a��OP.20bI fnd
50.7 Date- 6/5/87
Tested by: Levy, Eldredge, 8 Wagner 2 0,
46.7 Witnessed by: Terry Hayes
Percolation rate: 2 min/in at elevation
' ' 37.7
I / O ' . N\ r �� e' 12.0
No Water Encountered No Water Encountered
�P SEWAGE DISPOSAL SYSTEM DESIGN
Type: Leaching pit
SITE
PLAN
�
P
Number: One (I)
LOT I I
\
Dimensions: 6 x 6 w/2 ft of stone
34,250 sf
a`'/�
® �
- - - -
Leaching capacity required: 440 -gpd
I certify to the Yarmouth Board
` 0.786 cc
�
\r ,.� , ` ``
a°
r
/P qsr r
Leachingcapacity provided:
Health that to the best on my
knowledge and in my opinion, basedDrives
'
','
v
" �.�
r
`.�
Sidewall: 188 sqft z 2.5 'gpd/sqft
470 gpd
j
?• a`'
Bottom: 79 sqft x _ LO gpd/sqft =
79 gpd
If
cr,
Total leaching capacity: 549 gpd
-
held 1, the property depicted hereon-
`
` Elev,=50.00
(Assumed)
r
9• i
r ?• r
fill
Breakout calculation: 148.0-46.71/23 x
150 = 8.5 45 > 8.5
Page
\
)Held)
'*
-ter Aesop f 7
i
7 r
d\Oc A t
s A.145
°
S .Op \ P
,y `\ `�
5
-
_JaOL
•<, eroo spy j\os °r �ry1,
, /' p 1
TEST HOLE
,
DATA
Qj
90: o� ra M jyj of
h of
TEST HOLE 2
M 3 r \
oa
/ , �
o
TEST HOLE I
DeOpth on
Elevati
®� 3°.'` ��' _ I �`:?o• r i s°`,• a o h De�th Elevation
l a
B F
0 etc
'
er
C, _1,�/atone a��OP.20bI fnd
50.7 Date- 6/5/87
Tested by: Levy, Eldredge, 8 Wagner 2 0,
46.7 Witnessed by: Terry Hayes
Percolation rate: 2 min/in at elevation
' ' 37.7
I / O ' . N\ r �� e' 12.0
No Water Encountered No Water Encountered
�P SEWAGE DISPOSAL SYSTEM DESIGN
SITE
PLAN
P
Q
- - - -
I certify to the Yarmouth Board
Located on
r
/P qsr r
cBof
fnd
Health that to the best on my
knowledge and in my opinion, basedDrives
Lot 11
,F� j"i�t+ e%�
L r t.
`.�
tHeld for line)
on the concrete bounds found by
Valhalla
Yarmouth, MA
•,� erg»sc
_
BENCH MARK Otrical
George Lombardo, P E ( and noted
�4;
cr,
monhale
® Top of Electrical Pod
-
held 1, the property depicted hereon-
`
` Elev,=50.00
(Assumed)
is Lot II as shown on Plan 'Book 351
84.
.A fr
W
Page
'*
Prepared for
7 r
Pat Joyce
SITE PLAN
Prepared by
Scale
erry W EldrL
George Lombardo, PE
I„=2Of.
Civil Engineer
-1038 Main Street
Chatham, MA 02633
945-4960 `