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LEGEND
- 99'--
EXISTING CONTOUR
X.99.1
EXIST. SPOT. ELEV.
-[991-
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
14.0' MINIMUM .75' OF COVER OVER PRECAST
*THE INSTALLER SHALL VERIFY THE
TEST HOLE
2�
SLOPE OF GROUND
LOCATIONS OF ALL UTILITIES AND ALL
UTILITY POLE
v
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
SYSTEM DESIGN:
SYSTEM PROFILE
(NOT TO SCALE)
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BR DWELLING
PROPOSED 3 BR DWELLING
-DE-SIGN-F-1• _ BEDROOMS 110 GRD30GP
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
330 GPD (.74) = 446 SF REQUIRED
15'X30'=450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
DICE #21-298
EA W
rMARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW INSPECTION PORT (SEE DETAIL)
GRADE - -_
2% SLOPE
FILTER FABRIC
13.5' TOP 11.78' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
TT 4
TIIIIIIIIII
CLEAN FILL
4" PERFORATED PVC 3' O.C. S=0.005 -� O
O
3/4"-1-1/2" DOUBLE WASHED
8" STONE LEACHING FIELD 0, 6"DEPTH MIN BELOW INV.
LEVEL BOTTOM o 11.3'
/ - 30.0'
10.8'
LEACHING
FACILITY
ADJ. G.W. EL.= 5.8'
REMOVE AR OF DRIVEWAY
NCROACH REMOVE
ON ABUTTI G PROPE 0 EXISTING
DRIVEWAY �
JE.R US A L 0
(�NE °
1 S84" 19'11 „
11 EL � o Q 107.37
PAVED
DRQ
M
0
PROPOSED STONE RETAINING WA L 12 13 n LOT 52 S
. 14.5', 1AT F f 16,133 S.F. n
0
O
_4A,
10.0, PORCH [13.5 LU 9,%'PROPG TOP
C N 15.5'
EXISTING GARAGEDWELLINGTOF = 13.1' SLAB 13.5'
15 moi/ _ ./Gl t L / / 0
d PATIO c \ o
JSHE y O /� A FIR IT
TH1\ 13 D
SHED �� \ �\ �\ APPROXIMATE
��\ 1 n r Ji/ SEPTIC 72
SHED
N7143
BENCHMARK:
J D HYD. TAG BOLT
5' REMOVAL OF UNSUITABLE SOIL REQUIRED � � ?v =15.2' IJAVD88 -
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
1/ D WITH CLEAN MED. SAND, MEET Q � o
(J J\ SPECIFICATIONS OF 310 CMIA 19R 15.255(3)
0� o
D
0
n
Qo
41
0
VARIANCE REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
REDUCTION IN GROUNDWATER ADJUSTMENT:
USE 1.0' OF THE OCTOBER '21 2.0' ADJUSTMENT
0
Permit valid for REPAIR OF SLI' 1IC SYS 11 `1 F
ONLY, due to State and Local -11 ie va.
Board of lleallh review and appss,,AS , requ,
any future addilionslrenoratiou. neratia� <<
sewage facilities And/or structu resniaelhng.:
Yarmouth Nealth Dcpaiintent
APPROV 1•: D
ame
Date
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -1.Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
/
DATE:
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\
TOP FNDN. EL. 15.5'
22, 2022 (SEPTIC PROFILE)
14.0' MINIMUM .75' OF COVER OVER PRECAST
*THE INSTALLER SHALL VERIFY THE
�9
LOCATIONS OF ALL UTILITIES AND ALL
t
PRECAST H-10 WATERTEST D'BOX
(TYP•)
BUILDING SEWER OUTLETS AND
��
eRbl
ZSORS
FOR LEVELNESS 4"0SCH40 Pvc
ELEVATIONS PRIOR TO INSTALLING ANY
PIPES LEVEL 1ST 2'
'� "
PORTION OF SEPTIC SYSTEM
.25'±
10. 1500 GAL H-10 14"205'
s
TEE SEPTIC TANK TEESLAB
EL.
7.5'±
km*
GAS BAFFLE:. °ooco^0000'o
(ACME OR EQUAL)'1 11.7' 11.53'
Qpc9��°
DUE. TO
HIGH
GROUNDWATER
a.Sgegog�°ovogo°&°
CONDITIONS A
FOUNDATION
Lewis
Bay
DRAIN IS
RECOMMENDED.
6* CRUSHED STONE MECHANICAL
1OR
�- COMPACTION.
( % SLOPE) MIN. (-L% SLOPE) (-!-% SLOPE)
FOUNDATION-
10' - SEPTIC TANK 10' D' BOX 10' -
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BR DWELLING
PROPOSED 3 BR DWELLING
-DE-SIGN-F-1• _ BEDROOMS 110 GRD30GP
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. H-10 SEPTIC TANK
LEACHING:
330 GPD (.74) = 446 SF REQUIRED
15'X30'=450 SF OK
450 SF X .74 = 333 GPD OK
USE A 15' X 30' PIPE AND STONE LEACHING FIELD
DICE #21-298
EA W
rMARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW INSPECTION PORT (SEE DETAIL)
GRADE - -_
2% SLOPE
FILTER FABRIC
13.5' TOP 11.78' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
TT 4
TIIIIIIIIII
CLEAN FILL
4" PERFORATED PVC 3' O.C. S=0.005 -� O
O
3/4"-1-1/2" DOUBLE WASHED
8" STONE LEACHING FIELD 0, 6"DEPTH MIN BELOW INV.
LEVEL BOTTOM o 11.3'
/ - 30.0'
10.8'
LEACHING
FACILITY
ADJ. G.W. EL.= 5.8'
REMOVE AR OF DRIVEWAY
NCROACH REMOVE
ON ABUTTI G PROPE 0 EXISTING
DRIVEWAY �
JE.R US A L 0
(�NE °
1 S84" 19'11 „
11 EL � o Q 107.37
PAVED
DRQ
M
0
PROPOSED STONE RETAINING WA L 12 13 n LOT 52 S
. 14.5', 1AT F f 16,133 S.F. n
0
O
_4A,
10.0, PORCH [13.5 LU 9,%'PROPG TOP
C N 15.5'
EXISTING GARAGEDWELLINGTOF = 13.1' SLAB 13.5'
15 moi/ _ ./Gl t L / / 0
d PATIO c \ o
JSHE y O /� A FIR IT
TH1\ 13 D
SHED �� \ �\ �\ APPROXIMATE
��\ 1 n r Ji/ SEPTIC 72
SHED
N7143
BENCHMARK:
J D HYD. TAG BOLT
5' REMOVAL OF UNSUITABLE SOIL REQUIRED � � ?v =15.2' IJAVD88 -
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
1/ D WITH CLEAN MED. SAND, MEET Q � o
(J J\ SPECIFICATIONS OF 310 CMIA 19R 15.255(3)
0� o
D
0
n
Qo
41
0
VARIANCE REQUESTED:
UNDER TOWN OF YARMOUTH HEALTH REGULATIONS:
REDUCTION IN GROUNDWATER ADJUSTMENT:
USE 1.0' OF THE OCTOBER '21 2.0' ADJUSTMENT
0
Permit valid for REPAIR OF SLI' 1IC SYS 11 `1 F
ONLY, due to State and Local -11 ie va.
Board of lleallh review and appss,,AS , requ,
any future addilionslrenoratiou. neratia� <<
sewage facilities And/or structu resniaelhng.:
Yarmouth Nealth Dcpaiintent
APPROV 1•: D
ame
Date
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H -1.Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. DGSAFETRACTOR (1-888-344LL BE 7233)RESPONSIBLE FOR AND VERIFYING THE LOCUS
LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 31 PARCEL 207
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND (AREA OF MINIMAL FLOOD HAZARD) AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZONE AE (EL. 11) AS SHOWN ON COMMUNITY
PANEL #25001CO588J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
EXISTING PROPOSED
MIN. LOT SIZE 25,000 S.F. 16,133 S.F. 16,133 S.F.
MIN. LOT FRONTAGE 150' 129.74' 129.74'
MIN. FRONT SETBACK 30' 39.0' 30.5'
MIN. SIDE SETBACK 15' 9.7' 10.0'
MIIN. REAR SETBACK . 0. - _
MAX. BUILDING COVERAGE 25% 9.4% 16.1%
MAX. BUILDING HEIGHT 35' - 22'±
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 10/21/21
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
1 ELEV. 2 ELEV.
12.3' O., 4 12.5'
/L5 /LS
10YR 3/2 10YR 3/2
18" / 12"
B g
�LS /LS
36" 10YR 6/8/9.3 10YR 6/8
30" 10.0'
C C
PERC
GROUNDWATER ADJ. DATA:
MS MS
UNSUITABLE WELL: MIW 29
SOIL ZONE: B
2.5Y 7/4 2.5Y 7/4 ADJUSTMENT: 2.0' (OCTOBER)
108" l� 3_3' 108" 1 3.5'
GROUNDWATER ENCOUNTERED AT 90" EL. 4.8'
TITLEIT
OF
#41 JERUSHA LN.
WEST Y R
PREPARED FOR
oRE
/
DATE:
DECEMBER 7, 2021.
DATE: APRIL
22, 2022 (SEPTIC PROFILE)
�9
t
Route
��
eRbl
YS
Locus
0e
s
3 _
�P
sf
c
Qpc9��°
e
0
5
Lewis
Bay
v
o no o. Lewis
Pond I
10. DGSAFETRACTOR (1-888-344LL BE 7233)RESPONSIBLE FOR AND VERIFYING THE LOCUS
LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 31 PARCEL 207
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND (AREA OF MINIMAL FLOOD HAZARD) AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZONE AE (EL. 11) AS SHOWN ON COMMUNITY
PANEL #25001CO588J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
EXISTING PROPOSED
MIN. LOT SIZE 25,000 S.F. 16,133 S.F. 16,133 S.F.
MIN. LOT FRONTAGE 150' 129.74' 129.74'
MIN. FRONT SETBACK 30' 39.0' 30.5'
MIN. SIDE SETBACK 15' 9.7' 10.0'
MIIN. REAR SETBACK . 0. - _
MAX. BUILDING COVERAGE 25% 9.4% 16.1%
MAX. BUILDING HEIGHT 35' - 22'±
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 10/21/21
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
1 ELEV. 2 ELEV.
12.3' O., 4 12.5'
/L5 /LS
10YR 3/2 10YR 3/2
18" / 12"
B g
�LS /LS
36" 10YR 6/8/9.3 10YR 6/8
30" 10.0'
C C
PERC
GROUNDWATER ADJ. DATA:
MS MS
UNSUITABLE WELL: MIW 29
SOIL ZONE: B
2.5Y 7/4 2.5Y 7/4 ADJUSTMENT: 2.0' (OCTOBER)
108" l� 3_3' 108" 1 3.5'
GROUNDWATER ENCOUNTERED AT 90" EL. 4.8'
TITLEIT
OF
#41 JERUSHA LN.
WEST Y R
PREPARED FOR
oRE
A\,SH OF MASS �\S11 OFM,fI Scale: 1 = 20 RECEIVED
DANIELA.9cy�N �oDANIEL 9c '(H OF MA ��tNOFMAssA
c q
OJALA
�' " OJALA.. ANIELA.9c�Gm oDAAIEL yam 0 1.0... 20 30 40 --50 .FEET `PR 282022.
No. 46502 a No.4098 OJALA N OJALA N
PFcisTEa�O��� l�oFess\o No. 6502 q r
No. 40980 HEALTH DEPT
rS/oNAL ti�� 9A�SURVEX oAPFOIsrER °,vim �OFess\0�02 off 508-362-4541
�SS/ONAL EAG qNO SuftvE� I fax 508-362-9880
do no
down cope engineering, inc.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
' 21-298 MCNEILL.DWG
/
DATE:
DECEMBER 7, 2021.
DATE: APRIL
22, 2022 (SEPTIC PROFILE)
A\,SH OF MASS �\S11 OFM,fI Scale: 1 = 20 RECEIVED
DANIELA.9cy�N �oDANIEL 9c '(H OF MA ��tNOFMAssA
c q
OJALA
�' " OJALA.. ANIELA.9c�Gm oDAAIEL yam 0 1.0... 20 30 40 --50 .FEET `PR 282022.
No. 46502 a No.4098 OJALA N OJALA N
PFcisTEa�O��� l�oFess\o No. 6502 q r
No. 40980 HEALTH DEPT
rS/oNAL ti�� 9A�SURVEX oAPFOIsrER °,vim �OFess\0�02 off 508-362-4541
�SS/ONAL EAG qNO SuftvE� I fax 508-362-9880
do no
down cope engineering, inc.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
' 21-298 MCNEILL.DWG