HomeMy WebLinkAboutSeptic System Upgrade Decision 3122PLAN CARL IACCARINO
SCALE 1" = 20' LOTS J2 AND J3
4 AND 8 KELP LANE
LOT 5
KELP
HANE
8,900 SF t \ - ^ -
6.44
6.6c
RELOCATE WATER METER PIT
AND WATERLINE 10' OFF SEPTIC SYSTEM
---- -- 6.6E
PAVEMENT -
3;�� PROPOSED SEPTIC SYSTEM
� BL 25.GJ i _ 5 u�,CC
POLE
/ Oi6.5C GAS I r7
6.34 I SER, 7.10 i 7.6G 015'ATER METER" -�_c I�UY `h1ft�
L = 13.08' I ( - - - - - _ + 100' SETBACK
~/ I REMOVE ALL UNSUITABLE MATERIAL
®4 zC7.zc
TBELOW THE INVERT ELEVATION FOR
-
!21
` - _`-I
j c - - _ 5' AROUND THE SYSTEM TO A DEPTH
C' ' !2I , - o- b OF APPROX. 7'
x w 8 EG =
PROPOSED RELOCATED w REPLACE WITH CLEAN PERC SAND
-, �� o ate_ -O= Esc S.sc HAVING A PERC RATE OF 2 MIN/INCH.
WATERLINE E
V\��` v`, 9.6' REUSE EXISTING TANK.
9 cl r
7 6.50
SHOWN
9 -CO HOUSE X7 APPROX. LOCATION
3 sWILLIAM BERNSTEIN
"\(1 -STORY
8*1
LOT J4 pV 'WOOD) \'� HE
it KELP LANE PROPOSED 8.a zo ,
n GAS \ \ see ?` �FC: i0.� �� o
DRYWELL FOR METER GAR.
ROOF RUNOFF ` EL= 9.4'
` 0
PROPOSED CHiMN
X3.3' - `"o rxb.
ADDITION
s. c
FF: 12.0 t r•) 9.50
I
EXiSnNG 6
1LT .9C _ Ji u
DECK
PERC RATE : < 2 MIN/INCH (ASSUMED)
No. OF BEDROOMS : 4 AT 110 GAL/BR/DAY
c or .
FILL
tib'
Y
C.
SEC. 15.02 (17) - CONSTRUCTION IN
SEPTIC TANK SIZE :
co
LEACHING PROVIDED 2 TRENCHES 2.5' WIDE. 43'_LONG
/ 7.5GG
N_cb5.00'
E-5 _
EXIS'1,ti'G
- - -`-
---
_
6.55
3 `
--------E---
S GfJE DUST D
BOTTOM : 2 2.5 43' 1 GSF = 215 GPD
Sa9amore Beach, Mo. 02562 Norwood, Mo. 02062
�-
2"X12" tic
: 4 5')(2.5')(2.5 GSF) = 12.5 GPD
_ ___
AMPOD�
RJ 6 DOCK7.40
PILE CAP (TYP)
NOTE: MHW
= 1.8 t NGVD
5' LEACHING FACILITY TO PROP. LINE
MLW
= -1.1± NGVD
EXISTING STRUCTURE
:
306 S. F.
W4700N
CH 91 UC. F 592
PROFILE
NOT TO SCALE
NOTE: HOUSE TO BE
,RLPLO118ED AS REQUIRED
TO MEET NEW INVERT
STOP OF FOUNDATION 9.3
�-GROUND 9.o
24" DIA. CONCRETE RISER
W.TH COVER TO WITHIN 12"
OF FINISHED GRADE AS REQUIRED.
9.25
8.30
7.30
6.55
LORRAINE ALTIERI, TRUSTEE
LOT J6, 3 KELP LANE
SOIL LOGS
o TEST PIT 1 a.o
TOP AND
SUBSOIL
MEDIUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
2' 6.0
5.5' 2.5 WATER AT ELEV 2.5
7' 1.0
11' -3.0
PERC RATE : 2 MIN/INCH (ASSUMED)
INVERT PRIMARY : 7.0
BOTTOM PRIMARY 6.5
INVERT RESERVE : RESERVE AREA BEING USED
BOTTOM RESERVE FOR UPGRADE. DAVID MASON,
TEST PITS OBSERVED BY: NORWOOD ENGINEERING
DATE : FEBRUARY 2. 1994
DESIGN CALCULATIONS :
ZONING REQUIREMENTS
ZONE :
SIDE 10'
AREA : EXISTING LOT
REAR 20'
FRONT : 30
NOTES :
1. BENCH MARK PK NAIL IN UTILITY POLE
ELEV: 8.0 NGVD
2. ALL CONSTRUCTION METHODS AND MATERIALS
SHALL CONFORM TO MASS. D.E.P. TITLE V do
THE TOWN OF YARMOUTH BOARD OF HEALTH
3. OWNER ALEXANDER WILL AND CARY WILL
80 BEAUMONT STREET
BOSTON, MA 02124
4. APPLICANT: SAME
5. THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV 12).
6. CONSTRUCTION NOTES:
PRIOR TO BACKFILLING THE DESIGN ENGINEER WILL INSPEC
AND CERTIFY TO THE BOARD OF HEALTH THE COMPLETION
OF THE REMOVE AND REPLACE, AND THE INSTALLATION Of
THE SEPTIC SYSTEM.
THE APPLICANT SEEKS THE FOLLOWING
VARIANCES FROM TITLE V:
PERC RATE : < 2 MIN/INCH (ASSUMED)
No. OF BEDROOMS : 4 AT 110 GAL/BR/DAY
FILL
DESIGN FLOW REQUIRED : ---i40 G.P.D.
1000 GALLONS (NO GRINDER)
Norwood Engineering Co., Inc.
SEC. 15.02 (17) - CONSTRUCTION IN
SEPTIC TANK SIZE :
5' REMOVAL AND REPLACEMENT OF SOIL
LEACHING PROVIDED 2 TRENCHES 2.5' WIDE. 43'_LONG
4' sch 40 pvc z iv
'
SIDE=_2];�PD
95 State Road 1410 Route One
SEC 15.03 (4) PERCOLATION TEST
BOTTOM : 2 2.5 43' 1 GSF = 215 GPD
Sa9amore Beach, Mo. 02562 Norwood, Mo. 02062
SEC. 15.03 (7) - DISTANCESEND
: 4 5')(2.5')(2.5 GSF) = 12.5 GPD
7' TANK TO CELLAR WALL
1-508-888-0088 1-617-762-0143
5' LEACHING FACILITY TO PROP. LINE
TOTAL 4425 GAL DAY
7' LEACHING FACILITY TO STREET LINE
:
306 S. F.
Civil Engineers * Land Surveyors * Planners
15' LEACHING FACILITY TO CELLAR WALL
EVEL FOR 5' ..............
THE APPLICANT SEEKS THE FOLLOWING
BREAKOUT CALCULATION
7.9 7.76
L
VARIANCES FROM THE YARMOUTH BOARD
14 i
�1
SEPTIC SYSTEM UPGRADE
OF HEALTH REQUIREMENTS
MAX LEACHING ELEV. 7.7 _PRIMARY
SEC 3.7 DISTANCES
_____----RESERVE
IN
LEACHING FACILITY TO BE LESS THAN
2 TRENCHES
�'�
loot FROM WETLAND/WATERCOURSE
SLOPE AT ELEV. _5'/10' PRIMARY
YARMOUTH
LESS THAN 4' OF ORIGINAL SOIL ABOVE
RESERVE
THE WATER TABLE
2.5' WIDE
BREAKOUT SETBACK 7.5' -PRIMARY
PREPARED FOR
( 150 x SLOPE) --RESERVE
I
min 1
CARP WILL
18" DIAMETER CONCRETE 7.8
RISER, WITH COVER TO BE MAINTAIN 2 9e SLOPE ELEV. AT BREAKOUT SETBACK PRIMARY ALEXANDER MINILJ
BROUGHT '0 WITHIN 12" OVER TRENCH --RESERVE
OF FINISHED GRADE AS REQUIRED.
8.5
level 1
0 BOX WITH1 11
CRAWL SPACE �J 1000 GALLON SEPTIC TANK 5 OUTLETS I T
3/4" TO
4 t 1/2 -
Exterior
/2'Exterior surface to be waterproofed. (WATERTEST WASHED
Apply 2 coats ConSeal CS -555 FOR LEVEL) STONE
concrete sealant. Mfg. by
Concrete Sealing, Inc. - 25
8917 S. Palmer Road - GROUNDWATER
New Carlisle, Ohio, or equal.
LOCUS PLAN : DATE : FEBRUARY 24, 1994 REVISED :MARCH 24 1
DRAWN BY : DAJ CHECKED BY : MDS
' JOB No. : 0020-96 SCALE: 1"=20'
F.__: _ SHEET 1 OF 1
_ I n.,11i
!�`� _ t r _Be R
Q -
at
7-1
-_'1-I �: ` I Parkers River 3 1-� ! Yry {':n Beach{
Lewis y °s^- .'-�y r� CIVIL ee.1.
Pond Th.cneB e n �=` / } �.r r'`�E''
1.det Flat1)[L E.•i.
a'•g aT!'
Se. u11
Be Ich -
ASSESSOR'S PLAT 14 LOT J5
2" LAYER
OF 1/8' - 1/2'
® 27 4'
4' sch 40 pvc z iv
'
4' SCH 40 PERF. PIPE
WASHED
STONE
_
Bch 40 pvo
ij' mei.
a BpacB
HEADERS TO BE
NOTE: TIE ENDS OF
^
6
6' � .57.
EVEL FOR 5' ..............
.....
....• ....
-,--TRENCHES TOGETHER
7.9 7.76
L
�.
14 i
�1
II
7.51 7.48
0
1
7.31
7.21
2 TRENCHES
�'�
(EXISTING INV: ) TEE
2.5' WIDE
EFFECTIVE
OUTSIDE ICNJ
OUTSIDE
I
min 1
S=0.5%
.5'
DEP }i
TANK
IIquld 1
6.5
level 1
0 BOX WITH1 11
CRAWL SPACE �J 1000 GALLON SEPTIC TANK 5 OUTLETS I T
3/4" TO
4 t 1/2 -
Exterior
/2'Exterior surface to be waterproofed. (WATERTEST WASHED
Apply 2 coats ConSeal CS -555 FOR LEVEL) STONE
concrete sealant. Mfg. by
Concrete Sealing, Inc. - 25
8917 S. Palmer Road - GROUNDWATER
New Carlisle, Ohio, or equal.
LOCUS PLAN : DATE : FEBRUARY 24, 1994 REVISED :MARCH 24 1
DRAWN BY : DAJ CHECKED BY : MDS
' JOB No. : 0020-96 SCALE: 1"=20'
F.__: _ SHEET 1 OF 1
_ I n.,11i
!�`� _ t r _Be R
Q -
at
7-1
-_'1-I �: ` I Parkers River 3 1-� ! Yry {':n Beach{
Lewis y °s^- .'-�y r� CIVIL ee.1.
Pond Th.cneB e n �=` / } �.r r'`�E''
1.det Flat1)[L E.•i.
a'•g aT!'
Se. u11
Be Ich -
ASSESSOR'S PLAT 14 LOT J5