HomeMy WebLinkAbout83-1279 - Site Plan,r, --
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PLAN
SCALE : 1" 20'
CARL IACCARINO
LOTS J2 , AND J3
4 AND 8 KELP LANE
' LOT 5 KELP LA
80900 SF t NE RELOCATE;. WATER METER PIT
s.44 AND WATERLINE 10' OFF. SEPTIC SYSTEM
} 37 s.a0 Eoce. s 0 P s.es
��. i0ttsnNp C P 0P%.ED SEPTIC SYSTEM
�-
t 8.50 Upprf POLE
834 S 7
1.10
JJ_ = 13:08 = -.,.. .,: .., �„•�. ' -� 100" -BUFFER
z t 1` ` �; " o REMOVE ALL UNSUITAS11 MATERIAL
;s • t• , . Q I ..- - . _ _ M BELOW .THE. INVERT. ELEVATION . FOR
-- -- -. 5' AROUND THE VST &. REPLACE✓
0¢ 8 WITH CLEAN PERC SAND HAVING A
'• w 8.60 RATE OF 2 MINVANCH.I
PROPOSED RELOCATED �Q c� 80 8,9
WATERLINE
9.00 9,00 °° HOUSE
WILLIAM BERNSTEIN a 0-STOR
0 WOOD) W
• LOT J4 8,4 � :r aa•
11 KELP LANE PRO OSED «� GAS �,
DR OR METER (� ts� 10.2 o
ROO RUI OFF ad E„� .4 o LORRAINE ALTIER19 TRUSTEE
r LOT J6, 3 KELP, LANE
PROPOSED
ADDITION
=. FF: 12.0 s. o c ;Ir) 9.50
` TYP. ^ °p r a �+t'a '8.30
... fi 12.7' J' DECK ► 8.50
c. 1 8.90
STAKED HAYBALES 44STINC }
LIMIT OF WORK uwrl
7.60 7, 7.60 7.30
..:. 6.67 0 G 3' NIDE
#
' 55 STONE DUST WA
4 .40 6.65"
WOOD
!.{ MP 6' DOCK PILE CAP (TYP)
7.40
NOTE: MHW A -1.8 t NGVD EXISTING STRUCTURE
MLW s =-1.1f NGVD CH E31 LIC, f 592
A
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PROFILE
SCALE: 1"= 4'
24' DIA CONCRETE RISER 18' DIAMETER CONCRETE
TOP OF FOUNDATION 9,3 MAINTAIN 2 SLOPE RISER, WMiTH COVER TO BE
WITH COVER TO WITHIN 12" BROUGHT TO WITHIN 12'
GROUND 9.0 OF FINISHED GRADE AS REQUIRED. OVER LEACHING PIT OF FINISHED GRADE AS REQUIRED.
3.:
x+
-,SOIL LCIS :
O TEST PIT 1
2'
TOES. AND
SUBSOIL
MEDIUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
f
Y 9•. 2r .
r Y
9 H
a
r:
Z€ NQ
INS .. 'REQUIREMENTS UREMENTS :,��
I.
ZONE
SIDE 10'
AREA : EXISTING LOT
30' REAR 2Q'
FRONT
2.5 WATER AT ELEV 2.5
1•o NOTES
f 1. BENCH MARK : PLOP OF WOOD PILE CAP
ELEV: 8.67.04GV01I
2. ALL CONSTRUCTION METHODS AND MATERIALS �•
SHALL CONFORM TO MASS, D.E.P. fiTLE VV
THE TOWN OF YARMOUTH BOARD OF HEALTH
9E% REVISED
s.2s
3. OWNER ; ALEXANDER WILL AND CARY WILL
kATE FEBRUARY 24, 1 4
8O ` 8EAUMQNT STREET
PERC RATE : 2 MIN/INCH
BOSTON# MA 62124
BY : aAJ CHECKED BY M as
INVERT PRIMARY : 7.0
4. APPLICANT- SAME
BOTTOM PRIMARY : E,7
5. THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV 12).
TO= 20'
0020 SCALE:1t
,
INVERT RESERVE :
8. CONSTRUCTION NOTES:
mQ HEADERS ra BE
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�/�
BOTTOM RESERVE DAVID MASON, BOH
FOUNDATION WALL WILL BE,A 4' FROST WALL AFTER
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,.
TEST PITS OBSERVED BY: NORWOOD ENGt EERING CO,,
FOtJNDATIQN HAS BEEN STRIPPED THE WALLS WILL BE
'
DATE :
BACKFILLED WITHIN 3 DAYS. SOIL WILL BE MULCHED
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7.9 7.78WOO
14' 7.51 7.48 Q 7f3 2 TREN S
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TO: PREVENT EROSION UNTIL PERMANENTLY VEGETATED
} VS :E VN CALCU
NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPTL*A
WITHIN THE SEPTIC AREA AS SHOWN ON THIS PLAN-
ROOF RUNOFF RESULTING FROM THE ADDITION WILL BE
ROOF
RAPE ; < 2 MIN/INCH
DIRECTED INTO DRYWELLS.
No, :OF BEDROOMS ; ,A AT 1�. GL/BR/DAY
DESIGN FLOW -REQUIRED.,.. 440 G.PtO.
SEPTIC TANK SIZE : 1000 GALLONS (mn GRINQER)
Norwood Engineering CO., nC.
LEACHING PROVIDED : 2 -TRENCHES. -2.5" '✓NDE. 43' LONG
3P
SIDE -�. a 21;t
'95 State Road 1410 Route One
BOTTOM :2
2.s GS . 12.3 GPD
Sagamore Beach, Mo. 02562 Norwood, Mo. 02062
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END c •5'.2'6'
1-508--888-0088 1--617-762-0143
TOTAL : _.... 442.5 E;AL/DAY
Civil Engineers Land Surveyors It Planners
4 v
306 S.F.
BREAKOUT CALCULATION
-
NOTICE -OF INTENT
MAX LEACHING ELEV. PPIMARY.RE
SERVE
IN
{M.
SLOPE AT ELEV. PRIMA RY
RESE vE
YARMOUTH
* .
4
BREAKOUT SETBACK : _._,-PRIMARY
PREPARED FOR
150 x SLOPERESERVE
ELEV. AT BREAKOUT SETBACK „PRIMARY
ALEXANDER AND CARY WILL
_._ _w ,RESERVE
1
i
TEE
CONNECTION
OUTSIDE tn1n.
TANK Iwd
a t 1000 GALLON;SEPTIC TANK
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4 sch 40 pvn 5�0.5� .5' EFFECTIVE T ,..r �: �c F ! au �` ��yW AtA�! Sd OF Nq
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DEPTH - °.q ., _4
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LOCUS PLAN:
kATE FEBRUARY 24, 1 4
BY : aAJ CHECKED BY M as
z' LAYER OF t/a" - X12'
7' ®2? STONE
t ,
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TO= 20'
0020 SCALE:1t
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