HomeMy WebLinkAbout83-1279 - Site Plan004LOTS J2 AN
4 AND 8 KELP LANE
2'
LOT 5 5.60 W
KELP LANE 5.5'
8,900 SF f RELOCATE WATER METER PIT
AND WATERLINE 10' OFF SEPTIC SYSTEM T
37 6.40 6.44 EDGE 6 °
.... 6.66
VE
P MENT
_ EXISTING GAS NP OPO�SED SEPTIC SYSTEM
®L 5.06' 5 3' 7.0UTIUTY POLE
6.50 GAS
6.34 j 5 R 7 -7.60 p ' - UY
= '-- I., 7.10 I WATER ME
L 13.08 '- -
s � `5• 100' BUFFER
° I �- 42o7� � REMOVE ALL UNSUITABLE MATERIAL 11'
BELOW .THE INVERT ELEVATION FOR
TOP AND
SUBSOIL
MEDIUM
SAND -
(FILL)
ORGANIC
LAYER
MEDIUM
TO
-COARSE
BROWN
SAND
8.0
AREA : EXISTING LOT
6.0 REAR 20'
FRONT : 30
2.5 WATER AT ELEV 2.5 NOTES :
1.0
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 do
-3.0 THE TOWN OFYARMOUTHBOARD OF HEALTH
3. OWNER ALEXANDER WILL AND CARY WILL
5' AROUND THE SYSTEM. REPLACE 80 BEAUMONT STREET
z 8 N o - O s a 2 MIN/INCH BOSTON, MA 02124
WITH CLEAN PERC SAND HAVING A PERC RATE
PROPOSED RELOCATED z 8'60 _o' •80 9to RATE OF 2 MIN./INCH. 4. APPLICANT : SAME
WATERLINEs.9 INVERT PRIMARY : 7.0
to \ 6\\ 9.6BOTTOM PRIMARY .6.5 S: THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV-12). -
N9.00 9.00 HOUSE? 8.50 6. CONSTRUCTION NOTES:
WILUAM BERNSTEIN a 3 \(1 -STORY B INVERT RESERVE .
LOT J4 ° WOOD) N BOTTOM RESERVE DAVID MASON, BOH FOUNDATION WALL WILL BE A 4' FROST WALL AFTER
11 KELP LANE PROPOSED ao 9.4 GAS 20 2' �\ \. +-°' ss' NORWOOD ENGINEERING CO.
DRYWELL FOR METER G, a�\ 10.2• o TEST PITS OBSERVED BY: FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
ROOF RUNOFF DATE FEBRUARY 2. T994 ___ BACKFILLED WITHIN 3 DAYS. SOIL WILL BE MULCHED
Y\ ELS 9.4 o LORRAINE ALTIERI, TRUSTEE TO PREVENT EROSION UNTIL PERMANENTLY VEGETATED
LOT J6, 3 KELP LANE
PROPOSED
CHTN DESIGN C A LC U LOA TI O N S : NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
2k5'
ADDITION 3 3' \ 0.2 \� 210 \ \ WITHIN THE SEPTIC AREA AS SHOWN ON THIS PLAN.
N
FF: 12.0 9. o ® 70 9.50 3P \ \'S ROOF RUNOFF RESULTING FROM THE ADDITION WILL BE
iYp^ \\ e.0' PERC RATE 2 MIN/INCH DIRECTED INTO DRYWELLS.
, \a 8.30
12.7' y COSTING 8.50 No. OF BEDROOMS 4 AT 110 GAL/BR/DAY
°E 1 DESIGN FLOW REQUIRED 440 Gam.
STAKED HAYBALES EXISTING �4 i 1 a 90 Y zCo., 1 n C.
3
LIMIT OF WORK uriN �'
w SEPTIC TANK SIZE �OOO GALLONS (NO GRINDER) Norwood Engineering `.
N 4 LEACHING PROVIDED : 2. TRENCHES, -2 --5' WIDE. 43' LONG
N -� 7so SIDE_ j��]�iSPD 95 State Road 1410 Route One
7.50 7.8 7.30 BOTTOM 2 2.' (43' (1 GSF) = 215 _GPD
ss7 s5.o ' S G 3' WIDE Sa amore Beach, Ma. 02562 Norwood, Ma. 02062
-- 6.55 sroNE DUST WALK END : 4(.5')(2.5')(2.5 GSF) = 12.5 GPD 9
0 7.40 6.55
. RAMP 2"X12" WOOD 442.5 1-508-888-0068 1-617-762-0143
6• DOCK PILE CAP (TYP) TOTAL _ GAL/DAY
7.40 306 S.F. Civil Engineers * Land Surveyors * Planners
NOTI MHW - 1.8 t NGVD EXISTING STRUCTURE
MLW - -1.1t NGVD CH 91 UC. 592
I�GD01Y BREAKOUT :CALCULATION : NOTICE OF INTENT
MAX LEACHING ELEV. _PRIMARY
RESERVE IN
SLOPE AT, ELEV. _PRIMARY YARMOUTH
RESERVE
PROFILE
SCALE : 1" = 4' BREAKOUT SETBACK : _`PRIMARY PREPARED FOR
150 x SLOPE) RESERVE ALEXANDER
p ^ p
24" DIA. CONCRETE RISER 18" DIAMETER CONCRETE PRIMARY ALEXANDER AND CAR I WILL
TOP OF FOUNDATION 9.3 WITH COVER TO WITHIN 12" MAINTAIN 2 R SLOPE RISER, WITH COVER TO BE ELEV. AT BREAKOUT SETBACK
BROUGHT TO W THIN 12" RESERVE
GROUND 9.o OF FINISHED GRADE AS REQUIRED.
OVER LEACHING PIT OF FINISHED GRADE AS REQUIRED.
9.25 e.s DATE : FEBRUARY 24, 1994 REVISED
LOCUS PLAN: PRAWN BY • DAJ CHECKED BY: MDS
7' ® 27
7.9 +- scn 40 pvc
7.76
TEE
CONNECTION
OUTSIDE
TANK
min.
Ilquld
levet
1000 GALLON SEPTIC TANK
ZV
HEADERS TO BE
6' O .5% n cvri rna �' .....`.-..-...
7.51 TA� O 7.37
ZBO
4' eeh 40 pvc
X WITH
5 OUTLETS
6.5
2" LAYER 'OF 1/8" - 1/2"
/WASHED STONE
2 TRENCHES
1
1 mot DEPTH
7.D
•
�. I. .✓ '
1. p .
rMe+rt �'
.. i calci tI CIf�d
e a R
JOB No 0020-96 SCALE:
SHEET, 1 OF 1
•.im. ammar�
S
+.-'nt .-.>•e..m
v
CIVIL Q-
7sfJ��C�STEe'� �'` iia tpc3ii.�"4.4�°
-
L LPN6 R jFs�OtfAtft'�
3/2 `f 7/z/ 9�f
SOIL
REQUIREMENTS
LOGS :_
ZONING
_PLAN
CARL IACCARINo
TEST PIT 1
ZONE
SCALE 1" = 20'
D J3
o
SIDE 10'
LOTS J2 AN
4 AND 8 KELP LANE
2'
LOT 5 5.60 W
KELP LANE 5.5'
8,900 SF f RELOCATE WATER METER PIT
AND WATERLINE 10' OFF SEPTIC SYSTEM T
37 6.40 6.44 EDGE 6 °
.... 6.66
VE
P MENT
_ EXISTING GAS NP OPO�SED SEPTIC SYSTEM
®L 5.06' 5 3' 7.0UTIUTY POLE
6.50 GAS
6.34 j 5 R 7 -7.60 p ' - UY
= '-- I., 7.10 I WATER ME
L 13.08 '- -
s � `5• 100' BUFFER
° I �- 42o7� � REMOVE ALL UNSUITABLE MATERIAL 11'
BELOW .THE INVERT ELEVATION FOR
TOP AND
SUBSOIL
MEDIUM
SAND -
(FILL)
ORGANIC
LAYER
MEDIUM
TO
-COARSE
BROWN
SAND
8.0
AREA : EXISTING LOT
6.0 REAR 20'
FRONT : 30
2.5 WATER AT ELEV 2.5 NOTES :
1.0
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 do
-3.0 THE TOWN OFYARMOUTHBOARD OF HEALTH
3. OWNER ALEXANDER WILL AND CARY WILL
5' AROUND THE SYSTEM. REPLACE 80 BEAUMONT STREET
z 8 N o - O s a 2 MIN/INCH BOSTON, MA 02124
WITH CLEAN PERC SAND HAVING A PERC RATE
PROPOSED RELOCATED z 8'60 _o' •80 9to RATE OF 2 MIN./INCH. 4. APPLICANT : SAME
WATERLINEs.9 INVERT PRIMARY : 7.0
to \ 6\\ 9.6BOTTOM PRIMARY .6.5 S: THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV-12). -
N9.00 9.00 HOUSE? 8.50 6. CONSTRUCTION NOTES:
WILUAM BERNSTEIN a 3 \(1 -STORY B INVERT RESERVE .
LOT J4 ° WOOD) N BOTTOM RESERVE DAVID MASON, BOH FOUNDATION WALL WILL BE A 4' FROST WALL AFTER
11 KELP LANE PROPOSED ao 9.4 GAS 20 2' �\ \. +-°' ss' NORWOOD ENGINEERING CO.
DRYWELL FOR METER G, a�\ 10.2• o TEST PITS OBSERVED BY: FOUNDATION HAS BEEN STRIPPED THE WALLS WILL BE
ROOF RUNOFF DATE FEBRUARY 2. T994 ___ BACKFILLED WITHIN 3 DAYS. SOIL WILL BE MULCHED
Y\ ELS 9.4 o LORRAINE ALTIERI, TRUSTEE TO PREVENT EROSION UNTIL PERMANENTLY VEGETATED
LOT J6, 3 KELP LANE
PROPOSED
CHTN DESIGN C A LC U LOA TI O N S : NO CHANGE IN EXISTING GRADES IS PROPOSED EXCEPT
2k5'
ADDITION 3 3' \ 0.2 \� 210 \ \ WITHIN THE SEPTIC AREA AS SHOWN ON THIS PLAN.
N
FF: 12.0 9. o ® 70 9.50 3P \ \'S ROOF RUNOFF RESULTING FROM THE ADDITION WILL BE
iYp^ \\ e.0' PERC RATE 2 MIN/INCH DIRECTED INTO DRYWELLS.
, \a 8.30
12.7' y COSTING 8.50 No. OF BEDROOMS 4 AT 110 GAL/BR/DAY
°E 1 DESIGN FLOW REQUIRED 440 Gam.
STAKED HAYBALES EXISTING �4 i 1 a 90 Y zCo., 1 n C.
3
LIMIT OF WORK uriN �'
w SEPTIC TANK SIZE �OOO GALLONS (NO GRINDER) Norwood Engineering `.
N 4 LEACHING PROVIDED : 2. TRENCHES, -2 --5' WIDE. 43' LONG
N -� 7so SIDE_ j��]�iSPD 95 State Road 1410 Route One
7.50 7.8 7.30 BOTTOM 2 2.' (43' (1 GSF) = 215 _GPD
ss7 s5.o ' S G 3' WIDE Sa amore Beach, Ma. 02562 Norwood, Ma. 02062
-- 6.55 sroNE DUST WALK END : 4(.5')(2.5')(2.5 GSF) = 12.5 GPD 9
0 7.40 6.55
. RAMP 2"X12" WOOD 442.5 1-508-888-0068 1-617-762-0143
6• DOCK PILE CAP (TYP) TOTAL _ GAL/DAY
7.40 306 S.F. Civil Engineers * Land Surveyors * Planners
NOTI MHW - 1.8 t NGVD EXISTING STRUCTURE
MLW - -1.1t NGVD CH 91 UC. 592
I�GD01Y BREAKOUT :CALCULATION : NOTICE OF INTENT
MAX LEACHING ELEV. _PRIMARY
RESERVE IN
SLOPE AT, ELEV. _PRIMARY YARMOUTH
RESERVE
PROFILE
SCALE : 1" = 4' BREAKOUT SETBACK : _`PRIMARY PREPARED FOR
150 x SLOPE) RESERVE ALEXANDER
p ^ p
24" DIA. CONCRETE RISER 18" DIAMETER CONCRETE PRIMARY ALEXANDER AND CAR I WILL
TOP OF FOUNDATION 9.3 WITH COVER TO WITHIN 12" MAINTAIN 2 R SLOPE RISER, WITH COVER TO BE ELEV. AT BREAKOUT SETBACK
BROUGHT TO W THIN 12" RESERVE
GROUND 9.o OF FINISHED GRADE AS REQUIRED.
OVER LEACHING PIT OF FINISHED GRADE AS REQUIRED.
9.25 e.s DATE : FEBRUARY 24, 1994 REVISED
LOCUS PLAN: PRAWN BY • DAJ CHECKED BY: MDS
7' ® 27
7.9 +- scn 40 pvc
7.76
TEE
CONNECTION
OUTSIDE
TANK
min.
Ilquld
levet
1000 GALLON SEPTIC TANK
ZV
HEADERS TO BE
6' O .5% n cvri rna �' .....`.-..-...
7.51 TA� O 7.37
ZBO
4' eeh 40 pvc
X WITH
5 OUTLETS
6.5
2" LAYER 'OF 1/8" - 1/2"
/WASHED STONE
2 TRENCHES
1
1 mot DEPTH
7.D
•
�. I. .✓ '
1. p .
rMe+rt �'
.. i calci tI CIf�d
e a R
JOB No 0020-96 SCALE:
SHEET, 1 OF 1
ZN OF AfA
S
""
--No.951t .` a µo_36569 y
-
CIVIL Q-
7sfJ��C�STEe'� �'` iia tpc3ii.�"4.4�°
-
L LPN6 R jFs�OtfAtft'�
3/2 `f 7/z/ 9�f