46 Nickerson Farm Way Title 5 Site PlanLEGEND
- 99 -
EXISTING .CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
(98.4]
PROPOSED SPOT EL.
TH1
o�
"4'YY2;
TEST HOLE
1542.8'
SLOPE OF GROUND
FRONT SETBACK
UTILITY POLE
Y
FIRE HYDRANT
NOTE NOT ALL SYMBOLS -MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
27, SLOPE REQUIRED OVER SYSTEM
NOTE: 2" MIN. WALL
PRECAST H-10 BLOCKS OR
THICKNESS REQUIRED
RISERS (ttPJ PRECAST RISERS
2.0 4"0SCH40 PVC MORTAR ALL H-10
6MINPIPES LEVEL 1ST 2' 4 COMPONENTS
" .
12" MIN. SUMP IM. DIM. ENDS (TYP.) !NV'S .. 27.20 4
SIDES 22.0,
*24.33'
24.05 TEE 1500 CAL H-10 TEE 23.80' ��®® ®®®® ®®�® -�®®® °
SEPTIC TANK ' o00o m®mmmmmmmmm mmmmmm®mmmrJ
4' LIQ. LEVEL 000n ° ° WATERTEST D'BOX mmm®❑�❑��®O®O.O
ACME OR EQUAL CAS BAFFLE FOR LEVELNESS N i°°o°°o°°o°°o m m®®m m®mmm m m m ®®m m®mm®®
21.47' 21.30' °° gpa00000 19.2
°000Q000000OQ0000000QOOOO000000000aooQ000000`
'.,000,°,ororo�o�o� oo°"o ror"r°ro„o"o�00000° 3�4"-1-1�2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL
uooe
�- -ALL AROUND PRECAST STRUCTURES - (3) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83'
COMPACTION. (15.221 (2]) c
( 2'5% SLOPE)
FOUNDATION- 11' -
SEPTIC TANK
(_L6_% SLOPE)
- 65' -
D' BOX
(-L-% SLOPE)
12'
DICE #16-057
-1- Lc0-\(,
DATE
LEACHING
FACILITY
NOTES
13.0' BOTTOM TH-2LOCUS MAP
NO GROUNDWATER FOUND
SCALE 1"=20OD't
ASSESSORS MAP 118 PARCEL 23.3
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO579J
DATED 7/16/2014
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-12
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-868-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
APPROXIMATE LOCATION SHOWN.
Tn
Q
14
O
O
LU
co
T) Co
DO n
6d
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
d
PROPOSED
lI
I
�
40,000 S.F.
Follins
o�
LOT FRONTAGE
Pond
1542.8'
MIN.
FRONT SETBACK
OG
30.7'
MIN.
SIDE SETBACK
20'
66.5'
MIN.
Stoney Hill R\oo
� o
20'
20.9'
Locus oSe TPS
o Q
N
25%
I
O
n
BUILDING HEIGHT
35'
<35'
Knob HiJI
R
Whites Poth
BW
c
13.0' BOTTOM TH-2LOCUS MAP
NO GROUNDWATER FOUND
SCALE 1"=20OD't
ASSESSORS MAP 118 PARCEL 23.3
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO579J
DATED 7/16/2014
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-12
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-868-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
12. DRYWELLS ARE PROPOSED FOR ROOF RUN-OFF.
APPROXIMATE LOCATION SHOWN.
Tn
Q
14
O
O
LU
co
T) Co
DO n
6d
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
PROPOSED
MIN.
LOT SIZE
40,000 S.F.
59,312 SF
MIN.
LOT FRONTAGE
150'
1542.8'
MIN.
FRONT SETBACK
30'
30.7'
MIN.
SIDE SETBACK
20'
66.5'
MIN.
REAR SETBACK
20'
20.9'
MAX.
BUILDING COVERAGE
25%
9.1%
MAX.
BUILDING HEIGHT
35'
<35'
SITE IS LOCATED WITHIN THE AQUIFER PROTECTION
OVERLAY DISTRICT
REFERENCES
DEED BOOK 16070 PAGE 243
PLAN BOOK 584 PAGE 96
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 4 BEDROOM DWELLING
DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S. F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED DATE BOARD OF HEALTH
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: AMY VON HONE, RS
DATE: 3/9/2016
PERC. RATE = < 5 MIN/INCH
CLASS ISOILS
Q ELEV.
>
0" 26'
A
LS
7" 1OYR 3/1
B
LS
1OYR 5/4
22" 24.2'
C
PERC
LMS
2.5Y 7/4
4 ELEV.
0" 2 25'
- 0/A -
LS
10YR 3/1
3"
C1
LMS
1OYR 5/4
72" 19'
C2
MS
2.5Y 7/4
144" 1 J 14' 144" 1
NO GROUNDWATER ENCOUNTERED
OF
13'
, MA
#46 NICKERSON FARM WAY
Yarmouth Health Department
Date
DANIEL A. OJALA, P.E., P.L.S.
(SOUTH) YARMOUTH
PREPARED FOR
ALIAKSEI KUHARENKA
APRIL 20, 2016
Scale:1"= 20'
0 10 20 30 40 50 FEET
I off508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inc,
civil engineers
land surveyors
939 Moin Street ( Rte 6A)
YARMOUTHPORT MA 02675
16-057