HomeMy WebLinkAbout83-1279 - Site Plan002a r
y? r '�' pi��,iT+ ,per. �§c- � '. •&.� � .. "S
$"
y�
;
P 9
TEE
s�
CONNECTION
OUTSIDE
min.
..�
BOTTOM PRIMARY : S�
7APt1C
INVERT RESERVE :
S. CONSTRUCTION NOTES: .
Iwe1
"_4-
1000 GALLON
SEPTIC TANK
TEST PITS OBSERV6 NORWOOD ENGi EERING CO,
FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
DATE
BACKFILLED WITHIN 3 DAYS, SOIL WILL BE MULCHED
fk� r .
PLAN
TO: PREVENT EROSION UNTIL PERMANENTLY VEGETATEDI
t
{
1
DESIGN C C *A TIONS N S ;
NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
} SCALE :` 1" 20'
{.....
F RUNOFF THE ADDITION WILL BE
FERC RATE : < 2 MIN/INCH
DIRECTEED INTORDRYYWELLS.FROM
No. _OF BEDROOMS ; _4_. AT M. GL/BR/DAY
k
:+
DESIGN FLOW REQUIRED : 440 :D{
SEPTIC TANK SIZE: ? G L A&Q.M.05R)
.
Norwood Engineering Co., Inc.
LEACHING PROVIDED : 2-TRENCHESx-3.5#.MDE. 43' LONG
SIDE ' : s6
t•
-
BOTTOM ; 2 2. ' 43' t GS 215 GPD
12.6 GPD.
Sagarnore Beach, Mo. 02562 Norwood, Mo. 02062
F.
i
TOTAL 442.5 GAL/DAY
1-508-888-0088 1-617-762-0143
K =
: "_ Sas S.F.
Civil Engineers Land Surveyors * Planners
BREAKOUT CALCULATION I
NOTICE -0F INTENT
`
LOT
5
ESERVE
IN
z
SLOPE AT ELEW .........__._.._......PRIMA Y
YARMOUTH
�RESE vE
8,900
S
--,
PREPARED FOR
150 x SLOPE } _�_ ._,_.__.,,.RE , ERVE
ELEV. AT BREAKOUT SETBACK „PRIMARY
ALEXANDER AND CARY WILL
-RESERVE
f%ATE * FEBRUARY 24 1994 REVISED
13.08'
8.34
.
L -
PROPOSED
RELOCATED
".;
WATERLINE
a
d
Y WILLIAM BERNSTEIN
d
4
LOT J4
0
.'r .r, v:
:..: .. .Z&... ;. " +m a tS,ws'.
' "�'' -
.. i. pg f�,y y .S_ y d�-
Rr, ., `'S'ia'7, aS^'#'.-
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v
R
INE
1 1 TS
UIREM C�] {
S
OrN
SO
CARL IACCARINO TEST PIT 1 ZONE
I hTS J2 AND J3 - - -
i
4 AND 8 KELP LANE
6.2 -
8.60
KELP .. LANE RELOCATE; -WATER METER PIT
s,ao
37 Sac 6,44 o AND WATERLINE 10' OFF- SEP11C SYSTEM
E P 6.66
E dSTINii P P ED SEP.11C SYSTEM
L 5.05= • 6 . 3+ 7.
U�14ty POLI`
�s 7
7.66 -�
U`tf
».
---_- 100' BUFFER `
REMOVE ALL UNSUITA18LE MATERIAL
m .Z,2o BELOW .Ti INVERT. FOR
o --�
.'''?' AROUND THE $YSTF,M. REPLACE6
too Q a WITH CLEAN FERC SAND HAVING A
8 z 8.60 a 80RATE OF 2 MIN.ANCH,
9.00 9.00 HoUrsE
11 KELP LANE pRRO SED OR 8.4 GAS��Z�
R00��T�Ot'F METER OAA
ELM
�+ PROPOSED
' ADDITION 3.3'
FF: 12,0 9. o 10 0.
M 9.50
TYP r
STAKED HAYBALES IXSTTNO
q LIMIT OF WORK LAWN y
8.8 % 7.50
tt t
.4C
FL X\7\1
FE, 10.2
04
E)US71NO ' •o`
OrCR
18.90
;7
0
c�0i
T I
E 1�Ir�# m
rrrr�rrrr rrrrri ! J i
6' DOCK
7.40
w NOTE- MHW a 1.8 * NGVD
`= MLW Q -0.1t NGVD
x
¢ a
« r•
A-
PROFIL.E
.y.. SCALE : 1" 4'
)UST WA
6M
rX12" WOOD
PILE CAP (n?)
EXISTING STRUCTURE
CH 91 LIC. # 592
LORRAINE ALTIERI, TRUSTEE
LOT J8, 3 KELP LANE
TOP OF FOUNDATION 9.3 24' DIA. CONCRETE RISER 18' DIAMETER CONCRETE
WITH COVER TO u,THIN ,2' MAINTAIN 2 i SLOPE RISER, WITH COVER TO BE
GROUND 9.0 OF FINISHED GRADE AS REQUIRED. OVER LEACHING PIT OFNiSHEO GRADIS AS,REQUIRED.
9.25
7ATTM71,7",
7' 0 29
" m o apace
4sch 40 pyo"
7.9 10'
TOP AND
SUBSOIL,
MEMUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
AREA : EXISTING LO
REAR : 20'
8.0 FRONT : 30'
2.5 WATER AT ELEV 2.5
. NOTES ;
1. BENCH MARK : OF WOOD PILE CAP
ELE Y., _ 8.57 (NGVb
2. ALL CONSTRUCTION METI-JODS AND MATERIALS r
SHALL CONFORM TO MASS. DRE:,P. 'TITLE 'v dt
-3.0 THE TOWN OF YARMOUTH BOARD OF HEALTH 4
3. OWNER ALEXANDER WL AND CARY WILL
2 MIN/INCH
PERC RATE
$0 BEAUMONT STREET
BOSTON, MA 02124
14
14
TEE
s�
CONNECTION
OUTSIDE
min.
..�
BOTTOM PRIMARY : S�
7APt1C
INVERT RESERVE :
S. CONSTRUCTION NOTES: .
Iwe1
"_4-
1000 GALLON
SEPTIC TANK
TEST PITS OBSERV6 NORWOOD ENGi EERING CO,
FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
DATE
BACKFILLED WITHIN 3 DAYS, SOIL WILL BE MULCHED
f
TO: PREVENT EROSION UNTIL PERMANENTLY VEGETATEDI
t
1
DESIGN C C *A TIONS N S ;
NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
WITHIN TFIE SEPTIC AREA AS SHOWN ON THIS PLAN.
TOP AND
SUBSOIL,
MEMUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
AREA : EXISTING LO
REAR : 20'
8.0 FRONT : 30'
2.5 WATER AT ELEV 2.5
. NOTES ;
1. BENCH MARK : OF WOOD PILE CAP
ELE Y., _ 8.57 (NGVb
2. ALL CONSTRUCTION METI-JODS AND MATERIALS r
SHALL CONFORM TO MASS. DRE:,P. 'TITLE 'v dt
-3.0 THE TOWN OF YARMOUTH BOARD OF HEALTH 4
3. OWNER ALEXANDER WL AND CARY WILL
2 MIN/INCH
PERC RATE
$0 BEAUMONT STREET
BOSTON, MA 02124
. 70
INVERT PRIMARY .
4. APPLICANT : SAME
..�
BOTTOM PRIMARY : S�
5. THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV 12).
INVERT RESERVE :
S. CONSTRUCTION NOTES: .
BOTTOM RESERVE: DAVID MASON, BOH
FOUNDATION 11►A LL WILL BE A 4' FROST WALL AFTER
FROST WALL AFTERBY:
TEST PITS OBSERV6 NORWOOD ENGi EERING CO,
FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
DATE
BACKFILLED WITHIN 3 DAYS, SOIL WILL BE MULCHED
TO: PREVENT EROSION UNTIL PERMANENTLY VEGETATEDI
1
DESIGN C C *A TIONS N S ;
NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
WITHIN TFIE SEPTIC AREA AS SHOWN ON THIS PLAN.
F RUNOFF THE ADDITION WILL BE
FERC RATE : < 2 MIN/INCH
DIRECTEED INTORDRYYWELLS.FROM
No. _OF BEDROOMS ; _4_. AT M. GL/BR/DAY
:+
DESIGN FLOW REQUIRED : 440 :D{
SEPTIC TANK SIZE: ? G L A&Q.M.05R)
.
Norwood Engineering Co., Inc.
LEACHING PROVIDED : 2-TRENCHESx-3.5#.MDE. 43' LONG
SIDE ' : s6
' 95 State Road 1410 Route One
-
BOTTOM ; 2 2. ' 43' t GS 215 GPD
12.6 GPD.
Sagarnore Beach, Mo. 02562 Norwood, Mo. 02062
F.
i
TOTAL 442.5 GAL/DAY
1-508-888-0088 1-617-762-0143
K =
: "_ Sas S.F.
Civil Engineers Land Surveyors * Planners
BREAKOUT CALCULATION I
NOTICE -0F INTENT
`
MAX LEACHING ELEV. PRIMARY
ESERVE
IN
z
SLOPE AT ELEW .........__._.._......PRIMA Y
YARMOUTH
�RESE vE
t ,.
BREAKOUT SETBACK :._.,_._-PRIMARY
PREPARED FOR
150 x SLOPE } _�_ ._,_.__.,,.RE , ERVE
ELEV. AT BREAKOUT SETBACK „PRIMARY
ALEXANDER AND CARY WILL
-RESERVE
f%ATE * FEBRUARY 24 1994 REVISED
� .
T, z' LAYER'OF ,/a" - 1/2' - LOCUS PLAN: RA1NN By�: DAJ CHECKED" BY :MDS
s WASHED STONE �.n A �r Y y i r
o .5 EVD , .4 ;�. ' O8 N : 0020-98 SCALE'
HEADERS TO B 1X20 ,
•� TR
�•p-�•--�-- ,. Sl^4Et�T.,1•'�OF 1
7.5, 7.48 7,3 2 .REN ES
�. 2,5' WOO-,. c Ott p
4 ach 40 pva S=0.5% - .5' EFFECTIVE
7.0 DEPTH
Z'DBOX WITH 3/4"
/4 TO a - �,
5 OUTLETS WASHED
> f a ��� Na 9541 ; : rto 3bi48
8.5 1,•a•. l"ttol�¢"' ;�,s ,, a4r<. ? Q.
43'
1 �,� °A tA,laso 1(AtE
-. •�.r 4r-J�� 3 U�r �.�"`•• �1 i`•) -t '�YrY+ r Rxr tCk .- i'><. - . •^ -�a
ASSESSOI"S PLAT : 14 ` LO , J
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