HomeMy WebLinkAbout83-1279 - Site Plan003_ - _
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of
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1-1
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'
SCALE 1" - 20'
CARL IACCARINO
C'
TEST PIT 1
ZONE
LOTS J2 AND J3
p
8.4 GAS
METER
2n.z
GAR FL
N
4 AND 8 KELP LANE
2'
6.20
LOT 5 6.6D
8,900 SF f
L = 1
PROPOSED RELOCATED
WATERLINE
6.34
PROPOSED
DRYWELL FOR
ROOF RUNOFF
PROPOSED
ADDITION -
FF: 12.0
12.7' -
STAKED HAYBALES
LIMIT OF WORK -
TOP OF FOUNDATION 9.3
GROUND 9.o
6.50 Gj
7.10
KELP
LANE RELOCATE WATER METER PIT
44 6 00'__ AND WATERLINE 10' OFF SEPTIC SYSTEM
EDGE 6.66
F7:�O
INGGAS N PVEM NT"0 23, P,OPO�SED SEPTIC SYSTEM
UTILITYPOLE
p _ Uf
WATER METERWi
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W
-�
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WOOD) \
8
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N
43
19.00
1-1
'19
9.00
-
C'
0
CO
8.4 GAS
METER
2n.z
GAR FL
N
9.4
® zo.z
10' e� 9.50
EVS71NG
LAWN
.s0
7.20
100' BUFFER
REMOVE ALL UNSUITABLE MATERIAL
BELOW THE INVERT ELEVATION FOR
5' AROUND THE SYSTEM. REPLACE
WITH CLEAN PERC SAND HAVING A
RATE OF 2 MIN./INCH.
zt.o•
I
\7, g
o• �a
I
U
w
o �
6 0' ING
6.55 STONE DUST WALK
- -
- sss
6' DOCK PILE CAPO(TYP)
7OD
a7 ___�,
NOTE MHW - 1.8 t NGVD EXISTING STRUCTURE
MLW = -1.1t NGVD CH 91 LIC. # 592
AWGmaw
o �
ta.
QQS7ING
DECD( j 8.90
' 1
1
_ 1
-"---I 7.60
3' WIDE
8.50
8.3D
7.30
Pvc
7.76
TEE
CONNECTION
OUTSIDE
TANK
LORRAINE ALTIERI, TRUSTEE
LOT J6, 3 KELP LANE
24" DIA. CONCRETE RISER 18' DIAMETER CONCRETE
WITH COVER TO WITHIN 12" MAINTAIN 2 R SLOPE RISER, WITH COVER TO BE
OF FINISHED GRADE AS REQUIRED. OVER LEACHING PIT OFOFIN SHED GRADUGHT TO E AS REQUIRED.
9.25
8.5
S N 2' LAYER OF 1/8' - 1/2'
HEADERS TO BE WASHED STONE
' m o r space 6' m .59.
LEVEL FOR 5 �• •••••
i 7.51 7.48 7.31 7.21 2 TRENCHES
4' Bch 40 vc 2.5' WIDE
min. P S=0.59. 5' EFFECTIVE
liquid 7.0 DEPTH
level ZDOX WITH �/ - O
5 OUTLETS WASHED
1000 GALLON SEPTIC TANK N
6.5 1 6cm -
,'
5.5'
7'
TOP AND
SUBSOIL
MEDIUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
8.0 SIDE 10
AREA EXISTING LOT
REAR 20'
6.0 FRONT : 30'
2.5 WATER AT ELEV 2.5
10 NOTES
• 1. BENCH MARK TOP OF WOOD PILE CAP
ELEV: 6.57 (NGVD)
2. ALL CONSTRUCTION METHODS AND MATERIALS
SHALL CONFORM TO MASS. D.E.P. TITLE V &
-3.0 THE TOWN OF YARMOUTH BOARD OF HEALTH
3. OWNER ALEXANDER WILL AND CARY WILL
80 2 MIN/INCH BOSTON, MA 02124
PERC RATE
INVERT PRIMARY : 7.0 4• APPLICANT : SAME
BOTTOM PRIMARY :6.5 5. THE ENTIRE SITE UES IN FLOOD ZONE A-12 (ELEV 12).
INVERT RESERVE 6. CONSTRUCTION NOTES:
BOTTOM RESERVE DAVID MASON, BOH FOUNDATION WALL WILL BE A 4' FROST WALL AFTER
TEST PITS OBSERVED BY. NORW05D ENGINEERING CO. FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
DATE FEBRUARY 2. 94 BACKFILLED WITHIN 3 DAYS. SOIL WILL BE MULCHED
TO PREVENT EROSION UNTIL PERMANENTLY VEGETATED
DESIGN CALCULATIONS NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
WITHIN THE SEPTIC AREA AS SHOWN ON THIS PLAN.
PERC RATE G 2 MIN/INCH ROOF RUNOFF RESULTING FROM THE ADDITION WILL BE
No. OF BEDROOMS : 4 AT 110 GAL/BR/DAY DIRECTED INTO ORYWELLS.
DESIGN FLOW' REQUIRED 440 G.P.D. ,
SEPTIC TANK SIZE : 1000 GALLONS NO GRINDER) Norwood Engineering Co., Inc.
LEACHING PROVIDED : 2 TRENCHES 2.5' WIDE 43' LONG
SIDE G'4 = 215 GPD 95 State Road 1410 Route One
BOTTOM : 2(2.5')(43')(1 GSF) - 215 GPD
END : 4(.5')(2.5')(2.5 GSF) = 12.5 GPD Sagamore Beach, Ma. 02562 Norwood, Ma. 02062
442.5 1-508-888-0088 1-617-762-0143
TOTAL : 306 S FL/DAY Civil Engineers * Land Surveyors * Planners
BREAKOUT CALCULATION
MAX LEACHING ELEV. PRIMARY NOTICE 0 F INTENT
RESERVE IN
SLOPE AT ELEV. _PRIMARY YARMOUTH
_DESERVE
BREAKOUT SETBACK PRIMARY PREPARED FOR
( 150 x SLOPE) RESERVE
ELEV. AT BREAKOUT SETBACK PRIMARY ALEXANDER AND CARY WILL.
RESERVE'
LOCUS PLAN: DATE : FEBRUARY 24, 1994 REVISED
t y PRAWN BY DAJ CHECKED BY : MDS
' i > SCALE: 1"=20'
JOB No. oo2o-ss
SHEET 1 OF 1
Theater
B,�+b�a
ov s r' �j cy
- • '� a g r SMmi
• Pa r"m River
NO 85a/ H o ~ -
I
t Beach I Ce o No. 3656a rn
• w CIVIL
Lewis 7 ' ,^J` FC�9TfPE Q,`'{ �•Yve 4'F�i
- Pon d T a hers � R '�0.4� •" �'av c''SS/p �.qr:`
1�
Tidal Flat
ver. G a
a •Sea U !
Be ch
T : 14 LOT :
HOUSE #7.
(1 -STORY
8,50
WOOD) \
e _
H
FE: 10.2 �
o' s.z
Y
O
100' BUFFER
REMOVE ALL UNSUITABLE MATERIAL
BELOW THE INVERT ELEVATION FOR
5' AROUND THE SYSTEM. REPLACE
WITH CLEAN PERC SAND HAVING A
RATE OF 2 MIN./INCH.
zt.o•
I
\7, g
o• �a
I
U
w
o �
6 0' ING
6.55 STONE DUST WALK
- -
- sss
6' DOCK PILE CAPO(TYP)
7OD
a7 ___�,
NOTE MHW - 1.8 t NGVD EXISTING STRUCTURE
MLW = -1.1t NGVD CH 91 LIC. # 592
AWGmaw
o �
ta.
QQS7ING
DECD( j 8.90
' 1
1
_ 1
-"---I 7.60
3' WIDE
8.50
8.3D
7.30
Pvc
7.76
TEE
CONNECTION
OUTSIDE
TANK
LORRAINE ALTIERI, TRUSTEE
LOT J6, 3 KELP LANE
24" DIA. CONCRETE RISER 18' DIAMETER CONCRETE
WITH COVER TO WITHIN 12" MAINTAIN 2 R SLOPE RISER, WITH COVER TO BE
OF FINISHED GRADE AS REQUIRED. OVER LEACHING PIT OFOFIN SHED GRADUGHT TO E AS REQUIRED.
9.25
8.5
S N 2' LAYER OF 1/8' - 1/2'
HEADERS TO BE WASHED STONE
' m o r space 6' m .59.
LEVEL FOR 5 �• •••••
i 7.51 7.48 7.31 7.21 2 TRENCHES
4' Bch 40 vc 2.5' WIDE
min. P S=0.59. 5' EFFECTIVE
liquid 7.0 DEPTH
level ZDOX WITH �/ - O
5 OUTLETS WASHED
1000 GALLON SEPTIC TANK N
6.5 1 6cm -
,'
5.5'
7'
TOP AND
SUBSOIL
MEDIUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
8.0 SIDE 10
AREA EXISTING LOT
REAR 20'
6.0 FRONT : 30'
2.5 WATER AT ELEV 2.5
10 NOTES
• 1. BENCH MARK TOP OF WOOD PILE CAP
ELEV: 6.57 (NGVD)
2. ALL CONSTRUCTION METHODS AND MATERIALS
SHALL CONFORM TO MASS. D.E.P. TITLE V &
-3.0 THE TOWN OF YARMOUTH BOARD OF HEALTH
3. OWNER ALEXANDER WILL AND CARY WILL
80 2 MIN/INCH BOSTON, MA 02124
PERC RATE
INVERT PRIMARY : 7.0 4• APPLICANT : SAME
BOTTOM PRIMARY :6.5 5. THE ENTIRE SITE UES IN FLOOD ZONE A-12 (ELEV 12).
INVERT RESERVE 6. CONSTRUCTION NOTES:
BOTTOM RESERVE DAVID MASON, BOH FOUNDATION WALL WILL BE A 4' FROST WALL AFTER
TEST PITS OBSERVED BY. NORW05D ENGINEERING CO. FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
DATE FEBRUARY 2. 94 BACKFILLED WITHIN 3 DAYS. SOIL WILL BE MULCHED
TO PREVENT EROSION UNTIL PERMANENTLY VEGETATED
DESIGN CALCULATIONS NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
WITHIN THE SEPTIC AREA AS SHOWN ON THIS PLAN.
PERC RATE G 2 MIN/INCH ROOF RUNOFF RESULTING FROM THE ADDITION WILL BE
No. OF BEDROOMS : 4 AT 110 GAL/BR/DAY DIRECTED INTO ORYWELLS.
DESIGN FLOW' REQUIRED 440 G.P.D. ,
SEPTIC TANK SIZE : 1000 GALLONS NO GRINDER) Norwood Engineering Co., Inc.
LEACHING PROVIDED : 2 TRENCHES 2.5' WIDE 43' LONG
SIDE G'4 = 215 GPD 95 State Road 1410 Route One
BOTTOM : 2(2.5')(43')(1 GSF) - 215 GPD
END : 4(.5')(2.5')(2.5 GSF) = 12.5 GPD Sagamore Beach, Ma. 02562 Norwood, Ma. 02062
442.5 1-508-888-0088 1-617-762-0143
TOTAL : 306 S FL/DAY Civil Engineers * Land Surveyors * Planners
BREAKOUT CALCULATION
MAX LEACHING ELEV. PRIMARY NOTICE 0 F INTENT
RESERVE IN
SLOPE AT ELEV. _PRIMARY YARMOUTH
_DESERVE
BREAKOUT SETBACK PRIMARY PREPARED FOR
( 150 x SLOPE) RESERVE
ELEV. AT BREAKOUT SETBACK PRIMARY ALEXANDER AND CARY WILL.
RESERVE'
LOCUS PLAN: DATE : FEBRUARY 24, 1994 REVISED
t y PRAWN BY DAJ CHECKED BY : MDS
' i > SCALE: 1"=20'
JOB No. oo2o-ss
SHEET 1 OF 1
Theater
B,�+b�a
ov s r' �j cy
- • '� a g r SMmi
• Pa r"m River
NO 85a/ H o ~ -
I
t Beach I Ce o No. 3656a rn
• w CIVIL
Lewis 7 ' ,^J` FC�9TfPE Q,`'{ �•Yve 4'F�i
- Pon d T a hers � R '�0.4� •" �'av c''SS/p �.qr:`
1�
Tidal Flat
ver. G a
a •Sea U !
Be ch
T : 14 LOT :