Septic System Upgrade 2 Decision 3122PLAN :
SCALE : 1" = 20•
CARL IACCARINO
LOTS J2 AND J3
4 AND 8 KELP LANE
LOT 5
��I
r Z)
K E L ----- 6.EC
P LANE
5 AROUND THE SYSTEM TO
A DEPTH
PRIVATE WAY
ASSUMED
MIN/INCH ( )
8,900 SF f
80 BEAUMONI STREET
z
: '
i
OF APPROX. 7'.
RELOCATE WATER METER PIT
PERC RATE
AND WATERLINE 10' OFF SEPTIC SYSTEM
BOSTON, MA 02124
PROPOSED RELOCATED
TE.ac
x.44
CG 6.66
__ -_M
REPLACE WITH CLEAN PERC
SAND
PAVEENT
L
EMSTINGSAS3If-'------PROPOSED SEPTIC SYSTEM
25.65'-
c o__-�-
'$C 9 5.90
HAVING A PERC RATE OF 2
MIN/INCH.
INVERT PRIMARY
®
P 6.50 GAS �
1"7 UTIUTY POLE
4. APPLICANT : SAME
6.34
SER�/I
I 7.6CG --'- _` UY w1Rt
7.10 I WATER MET _ METER-
REUSE EXISTING TANK.
a so APPROX. LOCATION SHOWN
L = 13.08'
_
_
f - - - - - ® 5. 100' SETBACK
: _ 6.5
5. THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV 12).
SOIL LOGS
0 TEST PIT 1
2-
5.5'
7'
7.2C REMOVE ALL UNSUITABLE MATERIAL 11'
- - - T - - - - - -f BELOW THE INVERT ELEVATION FOR
TOP AND
SUBSOIL
MEDIUM
SAND
(FILL)
ORGANIC
LAYER
MEDIUM
TO
COARSE
BROWN
SAND
2.5 WATER AT ELEV 2.5
1.0
ZONING REQUIREMENTS
ZONE : 414
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
-3.0 THE TOWN OF YARMOUTH BOARD OF HEALTH
3. OWNER : ALEXANDER WILL AND CARY WILL
WILLIAM BERNSTEIN a _ INVERT RESERVE : RESERVE AREA BEING USED 6. CONSTRUCTION NOTES:
3 .9b� . I ~\
\ �. t1 --STORY' B' LK -
LOT J4 3+ 1\ • �,� WOOD) H D BOTTOM RESERVE FOR UPGRADE. DAVID MASON, BO PRIOR TO BACKFILLING THE DESIGN ENGINEER WILL INSPECI
11 KELP LANE PROPOSED in 8.4 zoz N 43• sz. NORWOOD ENGINEERING CO
DRYWELL FOR n GAS \ , \ �FE: .0 2 +� TEST PITS OBSERVED BY: AND CERTIFY TO THE BOARD OF HEALTH THE COMPLETION
\ OF THE REMOVE AND REPLACE, AND THE INSTALLATION OF
i METER •�\ GAR. ..���\ \ •\ }pry o
ROOF RUNOFF ro \ EL = s o LORRAINE ALTIERI, TRU5TEE DATE FEBRUARY 2. 1994
THE SEPTIC SYSTEM.
LOT J6, 3 KELP LANE
PROPOSED ��TOH;MN_Y DESIGN CALCULATIONS
ADDITION 13.3'- 0 2o.?'\\o. z:.C\:' `, Zx5
FF: 12.0 9. ��.
THE APPLICANT SEEKS THE FOLLOWING PERC RATE :.4 2 MIN/INCH (ASSUMED)
12.7' 9� \ v/ EXisrNG 1 + 8.5C• VARIANCES FROM TITLE V: No. OF BEDROOMS 4 AT 11(Q GAL/BR/DAY
DECK a.sc QI DESIGN FLOW REQUIRED 440 G.P.D.
- . opo•_ e•eC �,,> ._.__se..r..,..�.,�.......� �cr•no r^r+K size 1000 cA�LONS NO GR NDER)_ _N Ot"WC�Ol��t�_CJ1f7.e21"IYI CJ �.O_ I fI G
5' REMOVAL AND REPLACEMENT OF SOIL!LEACHING PROVIDED . 2 TRENCHES, z.s wiOE, 43` LONG
7 CC
6.6 _ - + - . /`L'_sG 7.ec �, 3o SIDE ) = 215 GPD 95 State Road 1410 Route One
Q _ 639 00' Ex s 1,tir, 3 tmDE SEC 15.03 (4) PERCOLATION TEST BOTTOM 2 2.5' �43' 1 GSF = 215 GPD
--- __ s _ - -i Sa amore Beach, Ma. 02562 Norwood, Ma. 02062
6.5[ STGNE DU T WALK
SEC. 15.03 (7) -DISTANCES END 4�5')(2.5'�2.5 GSF) = 12.5 GPD 9
.4r 2"x12 WCOC e..ss 7' TANK TO CELLAR WALL
R�+� 5' LEACHING FACILITY TO PROP. LINE 442 5 1-508-888-0088 1-617-762-0143
7.40 ---_ 6, DCCK - l PILE CAP (TYP) 7' LEACHING FACILITY TO STREET LINE TOTAL GAL/DAY
NOTE: MHW - 1.8 t NGVD J 15' LEACHING FACILITY TO CELLAR WALL 306 S.F. Civii Engineers *Land Surveyors *Planners
MLW = -1.11 NGVD EXISTING STRUCTURE
GOON CH 91 LIC. # 592 THE APPLICANT SEEKS THE FOLLOWING BREAKOUT CALCULATION
VARIANCES FROM THE YARMOUTH BOARD SEPTIC SYSTEM UPGRADE
OF HEALTH REQUIREMENTS: 7.7 PRIMARY
MAX LEACHING ELEV.
SEC 3.7 DISTANCES - RESERVE
LEACHING FACILITY TO BE LESS THAN IN
100' FROM WETLAND/WATERCOURSE SLOPE AT ELEV. •5'/10' PRIMARY
PROFILE : LESS THAN 4' OF ORIGINAL SOIL ABOVE _RESERVE YARMOUTH
THE WATER TABLE
NOT TO SCALE BREAKOUT SETBACK : 7.5• PRIMARY PREPARED FOR
NOTE: HODSE TO REQUIRED ( 150 x SLOPE) RESERVE
/REPITO MEET NEW INVERT 24" DIA. CONCRETE RISER
TOP OF FOUNDATION 9.3 WITH COVER TO WITHIN 12' RIS DIAMETER CONCRETE ELtV. AT BREAKOUT SETBACK 78 -PRIMARY ALEXANDER AND CARY WILL
GROUND 9.o I OF FINISHED GRADE AS REQUIRED. RISER, WITH COVER T1 BE MAINTAIN 2 9, SLOPE
/ BROUGHT TO MADE 12" OVER TRENCH __--DESERVE
9 25 OF FINISHED GRADE AS REQUIRED.
I B 5 DATE : FEBRUARY 24, 1994 REVISED :MARCH 24, 199
LOCUS PLAN :
sch C� z N
4 ^ 2" LAYER OF 1/8" - 1/2" t DRAWN BY DAJ CHECKED BY :MDS
7' 0 2i 4• Bch 40 VC HEADERS TO BE 40 SCH 40 PERF. PIPE WASHED STCNE ~_ JOB No. : 0020-96 SCALE: 1"=20'
P min. or space 6' R .5% NOTE: TE ENDS OF t ''
_ L FOR 5' ••••• •••• • ��-TRENCHES TOGETHER . • ^
7.s 10• O - SHEET 1 OF 1
7.76 to 7.51 7.48 7.31 ` 2 TRENCHES �- d�K"
(EXISTING INV: ) TEE �L" 7.21 2.5' WIDE
.5' EFFECTIVE
OUTSIDE min. i 5=0.57. DEP7.H _ _: ? c ✓ B Ws�.t4 2
TANK lnquId
erol 6.5 -�._ ` • i- _ t"`Si t, �`.
-� D aox WITH 43' 2Be"`h Rte. -�
1000 GALLON SEPTIC TANK
-CRAWL SPACE S OUTLETS 3/4- TG
4' 1 1/Z"
Exterior surface to be waterproofed. (WATERIEST WASHED Pond i T^iOPcrs
Apply 2 coats Con CS -555 FOR LEVEL) STONE _ - Y\rw. Fia l� c R 1.5 Vii`
concrete sealant. Mfg. by Ve
Concrete Sealing, inc. s '
2.5 : s„ on
8917 S. Palmer R04d GROUNDWATER Bel ^
New Carlisle,, Ohi6D, or equal.
ASSESSOR'S PLAT : 14
T:
��I
r Z)
- - -
6-b
5 AROUND THE SYSTEM TO
A DEPTH
2
ASSUMED
MIN/INCH ( )
80 BEAUMONI STREET
z
: '
i
OF APPROX. 7'.
PERC RATE
BOSTON, MA 02124
PROPOSED RELOCATED
\ , v z
8'fic
REPLACE WITH CLEAN PERC
SAND
WATERLINE 1
c o__-�-
'$C 9 5.90
HAVING A PERC RATE OF 2
MIN/INCH.
INVERT PRIMARY
7.0
4. APPLICANT : SAME
N I
\ �1s
e.," \\ \ 9 s'
`�
co Fm� HOUSE ,7 ,
REUSE EXISTING TANK.
a so APPROX. LOCATION SHOWN
BOTTOM PRIMARY
: _ 6.5
5. THE ENTIRE SITE LIES IN FLOOD ZONE A-12 (ELEV 12).
WILLIAM BERNSTEIN a _ INVERT RESERVE : RESERVE AREA BEING USED 6. CONSTRUCTION NOTES:
3 .9b� . I ~\
\ �. t1 --STORY' B' LK -
LOT J4 3+ 1\ • �,� WOOD) H D BOTTOM RESERVE FOR UPGRADE. DAVID MASON, BO PRIOR TO BACKFILLING THE DESIGN ENGINEER WILL INSPECI
11 KELP LANE PROPOSED in 8.4 zoz N 43• sz. NORWOOD ENGINEERING CO
DRYWELL FOR n GAS \ , \ �FE: .0 2 +� TEST PITS OBSERVED BY: AND CERTIFY TO THE BOARD OF HEALTH THE COMPLETION
\ OF THE REMOVE AND REPLACE, AND THE INSTALLATION OF
i METER •�\ GAR. ..���\ \ •\ }pry o
ROOF RUNOFF ro \ EL = s o LORRAINE ALTIERI, TRU5TEE DATE FEBRUARY 2. 1994
THE SEPTIC SYSTEM.
LOT J6, 3 KELP LANE
PROPOSED ��TOH;MN_Y DESIGN CALCULATIONS
ADDITION 13.3'- 0 2o.?'\\o. z:.C\:' `, Zx5
FF: 12.0 9. ��.
THE APPLICANT SEEKS THE FOLLOWING PERC RATE :.4 2 MIN/INCH (ASSUMED)
12.7' 9� \ v/ EXisrNG 1 + 8.5C• VARIANCES FROM TITLE V: No. OF BEDROOMS 4 AT 11(Q GAL/BR/DAY
DECK a.sc QI DESIGN FLOW REQUIRED 440 G.P.D.
- . opo•_ e•eC �,,> ._.__se..r..,..�.,�.......� �cr•no r^r+K size 1000 cA�LONS NO GR NDER)_ _N Ot"WC�Ol��t�_CJ1f7.e21"IYI CJ �.O_ I fI G
5' REMOVAL AND REPLACEMENT OF SOIL!LEACHING PROVIDED . 2 TRENCHES, z.s wiOE, 43` LONG
7 CC
6.6 _ - + - . /`L'_sG 7.ec �, 3o SIDE ) = 215 GPD 95 State Road 1410 Route One
Q _ 639 00' Ex s 1,tir, 3 tmDE SEC 15.03 (4) PERCOLATION TEST BOTTOM 2 2.5' �43' 1 GSF = 215 GPD
--- __ s _ - -i Sa amore Beach, Ma. 02562 Norwood, Ma. 02062
6.5[ STGNE DU T WALK
SEC. 15.03 (7) -DISTANCES END 4�5')(2.5'�2.5 GSF) = 12.5 GPD 9
.4r 2"x12 WCOC e..ss 7' TANK TO CELLAR WALL
R�+� 5' LEACHING FACILITY TO PROP. LINE 442 5 1-508-888-0088 1-617-762-0143
7.40 ---_ 6, DCCK - l PILE CAP (TYP) 7' LEACHING FACILITY TO STREET LINE TOTAL GAL/DAY
NOTE: MHW - 1.8 t NGVD J 15' LEACHING FACILITY TO CELLAR WALL 306 S.F. Civii Engineers *Land Surveyors *Planners
MLW = -1.11 NGVD EXISTING STRUCTURE
GOON CH 91 LIC. # 592 THE APPLICANT SEEKS THE FOLLOWING BREAKOUT CALCULATION
VARIANCES FROM THE YARMOUTH BOARD SEPTIC SYSTEM UPGRADE
OF HEALTH REQUIREMENTS: 7.7 PRIMARY
MAX LEACHING ELEV.
SEC 3.7 DISTANCES - RESERVE
LEACHING FACILITY TO BE LESS THAN IN
100' FROM WETLAND/WATERCOURSE SLOPE AT ELEV. •5'/10' PRIMARY
PROFILE : LESS THAN 4' OF ORIGINAL SOIL ABOVE _RESERVE YARMOUTH
THE WATER TABLE
NOT TO SCALE BREAKOUT SETBACK : 7.5• PRIMARY PREPARED FOR
NOTE: HODSE TO REQUIRED ( 150 x SLOPE) RESERVE
/REPITO MEET NEW INVERT 24" DIA. CONCRETE RISER
TOP OF FOUNDATION 9.3 WITH COVER TO WITHIN 12' RIS DIAMETER CONCRETE ELtV. AT BREAKOUT SETBACK 78 -PRIMARY ALEXANDER AND CARY WILL
GROUND 9.o I OF FINISHED GRADE AS REQUIRED. RISER, WITH COVER T1 BE MAINTAIN 2 9, SLOPE
/ BROUGHT TO MADE 12" OVER TRENCH __--DESERVE
9 25 OF FINISHED GRADE AS REQUIRED.
I B 5 DATE : FEBRUARY 24, 1994 REVISED :MARCH 24, 199
LOCUS PLAN :
sch C� z N
4 ^ 2" LAYER OF 1/8" - 1/2" t DRAWN BY DAJ CHECKED BY :MDS
7' 0 2i 4• Bch 40 VC HEADERS TO BE 40 SCH 40 PERF. PIPE WASHED STCNE ~_ JOB No. : 0020-96 SCALE: 1"=20'
P min. or space 6' R .5% NOTE: TE ENDS OF t ''
_ L FOR 5' ••••• •••• • ��-TRENCHES TOGETHER . • ^
7.s 10• O - SHEET 1 OF 1
7.76 to 7.51 7.48 7.31 ` 2 TRENCHES �- d�K"
(EXISTING INV: ) TEE �L" 7.21 2.5' WIDE
.5' EFFECTIVE
OUTSIDE min. i 5=0.57. DEP7.H _ _: ? c ✓ B Ws�.t4 2
TANK lnquId
erol 6.5 -�._ ` • i- _ t"`Si t, �`.
-� D aox WITH 43' 2Be"`h Rte. -�
1000 GALLON SEPTIC TANK
-CRAWL SPACE S OUTLETS 3/4- TG
4' 1 1/Z"
Exterior surface to be waterproofed. (WATERIEST WASHED Pond i T^iOPcrs
Apply 2 coats Con CS -555 FOR LEVEL) STONE _ - Y\rw. Fia l� c R 1.5 Vii`
concrete sealant. Mfg. by Ve
Concrete Sealing, inc. s '
2.5 : s„ on
8917 S. Palmer R04d GROUNDWATER Bel ^
New Carlisle,, Ohi6D, or equal.
ASSESSOR'S PLAT : 14
T: