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ELEV=102.86 .4
9" MIN. COVER
36" MAX. COVER
22' OF 4" SCH 40
PVC, S=0.02C MIN.
PROPOSED 1,500 GALLON
INV.=100.53 10" REINFORCED CONCRETE
SEPTIC TANK (H10) -14
INV.=98.90
LOCUS
SCALE 1 "=1000'
1 ti U
0
Zee
)bN S TEE
OG
TEE WITH GAS BAFFLE
(CENTERED IN TANK OPENING)
PROPOSED
SEPTIC TANK
RISERS TO BE BROUGHT TO,
WITHIN 6" OF GRADE
4' OF 4" SCH 40
PVC, S=0.010 -----_______ MIN
INV.=98.65
INV.=98.61 / LEVEL STABLE BASE
CONSISTING OF 6"
CRUSHED STONE
PROPOSED 3-OUTLET
DISTRIBUTION BOX (H10)
PROPOSED
DISTRIBUTION BOX
RISER ON D-BOX TO
BE BROUGHT TO WITHIN
6" OF GRADE
PROVIDE SPEED LEVELERS ON OUTLETS
RISER ON CHAMBERS TO
BE BROUGHT TO WITHIN
6" OF GRADE
9" MIN. COVER
36" MAX. COVER
14' OF 4" SCH 40 (LONGER RUN) A
LEV.=
PVC, S=0.010 MIN. --__-- -----
mmm0 m��I
INV.=98.44 [::] 1:3 ED [f] I
IM ED IQ 0 [=1 I
INV.=98.30 F=I__
4' 4.83' X 8.5' LEACHING CHAMBER 4'
(SEE SITE PLAN FOR ORIENTATION)
(2)-500 GALLON H-10 LEACHING CHAMBERS
j PROPOSED
SOIL ABSORPTION SYSTEM
SYSTEM PROFILE
NOT TO SCALE
SCREENEDI DECK
PORCH
BATH BATH KITCHEN
BDRM GARAGE
LIVING
DINING
BDRM
FLOOR PLAN
NOT TO SCALE
C8098.96
EF,� BENCHMARK
\ EcT r0 PK NAIL SET IN PAVEMENT
r6O9.32 N WAy ELEV.=91.08
_EDGE or
�/
EN100.15100.270-`100.00
A,p3.S4. 5,0p,
�X 100.85
jr- 3 LOT 4
1 100.�2 14,789 SQ. FT. f w
' 1 0.34 ACRES t / N
1' , _ d1.63 i---- 102
� 102.05 wNIF
DANNY F HERNANDEZ j / / ///// // ~o
MAP 90, LOT 36 j o ,l
15 REFLECTION WAY j / XISTz T p DTYL"LLIN z
T.O.F._ OOM G
rn
/ 102.
� � / / / 86' � APPROXIMATE LOCATION
/ / 102.48 I OF EXISTING GAS SERVICE
w .< 100.28 DECK
in � X 102.36 2 CORNER OF
o r00 �// m BULKHEAD
_n \ ELEV.=102.85' 1
o >�99.15 ��\ 1C2.19.
x o - N/F
Z \ 101.42� o o ROBERT B& JOAN M KILROY
j '6 N 0 PROPOSED �T 102.16 MAP 90, LOT 36
EDGE OF �` c� �'r o 0 t 2' 2 1,500 _GALI,A I 23 REFLECTION WAY
LAWN �99.61J 2�� \ O \ PRECAST,-SEPTfC TANK
! 102.11 1
99.59 `�
�3-OUTLET ( / \
a DISTRIBUTION :'; O ...:�'t� 102.16
BOX 1`:::.::. -,jm o
tN EXISTING CESSPOOLS TO
w =►"_' ;~.'t BE BACKFILLED WITH
z_ LIMIT OF STONE t 25•0' ---� �102.21'x CLEAN SAND AND
: 101.12 r RESEW X 101.0; x �6 ABANDONED OR REMOVED
(2) PROPOSED �_ __ TP I t 151'# 102.04 FINAL
GRA T0MATCH
H
a. 500-GALLON
PRECAST CONCRETE TO CATCH 102.40 X -EXISTING GRADES
a_ CHAMBERS BASIN IN
TERN ROAD
z
101.64X
STOCKADE FENCE x 101.12 1 1.76
N/F S 89'54'57" E 106.87'
CAROL A REED
MAP 190, LOT 51
27 TERN ROAD
IP(FND) TO
I/ CORNER
X 102.03 ,/ 2.10'
102.79
SITE INFORMATION
ADDRESS: 19 REFLECTION WAY
SOUTH YARMOUTH, MA 02664
AP 90/37
DEED REFERENCE: 10439/258
ELEV.=101.80 MAX DESIGN CALCULCATIONS
2" OF I" PEASTONE OR
8 OZ. NON WOVEN DESIGN FLOW
GEOTEX11LE 110 GALLONS/DAY/BEDROOM X 3 BEDROOMS = 330 GALLONS/DAY
8.80
TANK CAPACITY
200%DAILY FLOW = 660 GALLONS; USE PROPOSED 1,500 GALLON TANK
2' DEPTH OF 11" DOUBLE REQUIRED LEACHING CAPACITY
`WASHED STONE DESIGN PERC RATE = < 2 MIN/INCH
-EV.=96.30 330 GPD / 0.74 GALLONS PER DAY PER SO. FT. = 445.94 SQ. FT.
PROVIDED LEACHING CAPACITY
5' MINIMUM SEPARATION TO BOTTOM .AREA = 12.83'. X. 25.00: = 320.75 SQ.- FT_ -
SEASONAL HIGH GROUNDWATER SIDE AREA = 75.66' X 2.00' = 151.32 SO. FT.
472.02 SO, FT.
NO WATER WAS OBSERVED DURING
THE TEST HOLE EXCAVATIONS. GPD PROVIDED = 349.33 GPD
BOTTOM OF DEEPEST HOLE
ELEV=91.30 GENER A L NOTES
TP- 1
0" 101.30
A LOAMY SAND
1OYR 3/1
9" B 100.55
LOAMY SAND
10YR 5/6
35" C 98.38
MED SAND
10YR 6/4
PERC 0 64"
120" ` , 91.30
PERC RATE: < 2 MIN/IN.
DATE: AUGUST 23, 2018
PERFORMED BY: ASA MINTZ, PE
WITNESSED BY: AMY VON HONE, R.S.
SOIL PROFILE
NOT TO SCALE
LEGEND
1. NONE OF THE SUBJECT PROPERTY IS WITHIN THE LIMITS OF A FEMA FLOOD
HAZARD ZONE AS SHOWN ON PANEL NO. 25001 CO591 J, EFFECTIVE DATE JULY
16, 2014.
2. THE SITE IS NOT LOCATED WITHIN A ZONE 11 AREA.
3. THERE ARE NO STREAMS OR WETLANDS WITHIN 100-FEET OF THE PROPOSED
-SUBSURFACE SEWAGE DISPOSAL SYSTEM.
4. VERTICAL DATUM IS ASSUMED
5. ALL CONSTRUCTION MEANS AND METHODS SHALL CONFORM TO 310 CMR 15.00
STATE REGULATIONS AND LOCAL BOARD OF HEALTH AND BUILDING DEPARTMENT
REGULATIONS.
6.. ALL JOINTS IN THE. TANK AND .DISTRIBUTION -BOX .SHALL. BE _MADE WATERTIGHT
THROUGH THE USE OF ASPHALT OR SYNTHETIC POLYMER SEALERS OR
HYDRAULIC CEMENT.
7. SYSTEM COMPONENTS SHALL BE H-10 LOADING
8. DIGSAFE AND LOCAL UTILITY COMPANIES SHALL BE CONTACTED PRIOR TO ANY
EXCAVATION OCCURRING.
9. LOCATION OF 'UTILIT(ES ON THIS PLAN ARE APPROXIMATE AND SHALL BE
VERIFIED IN THE FIELD. THE ELEVATION OF THE BUILDING SEWER SHALL BE
---- - --_ --- --- - VERIFIED-PRIOR--TO--THE- INSTALL -OF ANY-SYSTE-M =COMPONENTS -.
10. THE SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER 2 DAYS
PRIOR TO BEGINNING INSTALLATION OF THE SYSTEM TO ALLOW FOR
SCHEDULING OF INSPECTIONS
11. WHERE ..APPLICABLE,..UNSUITABLE .MATERIAL .(A..& .B HORIZONS) _ENCOUNTERED
/ BELOW THE INVERT OF THE INLET TO THE SOIL ABSORPTION SYSTEM, SHALLMr BE REMOVED TO A DISTANCE 5' AROUND THE SYSTEM AND BROUGHT BACK TO
THE APPROPRIATE ELEVATION WITH CLEAN SAND PER MASSACHUSETTS 310
_ yGN CMR 15.00 REGULATIONS.
12. EXISTING CONDITIONS GROUND SURVEY PERFORMED BY DEMAREST LAND
NOJ 5165E SURVEYING, AUGUST 23, 2018. SURVEY CALCULATIONS PERFORMED BY PAUL
o E. SWEETSER, PLS.
RFGtsTE�O G��
S.StO1,lAL� 13. THIS DESIGN DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER
PROPERTY LINE (; 35
---------------104---------------
EXISTING CONTOUR q N� SUR
- - -104 - -
- PROPOSED CONTOUR
EXISTING FENCE
-X--X X
-OHP
EXISTING OVERHEAD UTILITIES
W
EXISTING WATER LINE
CBL
EXISTING CABLE LINE
G
EXISTING GAS LINE
E
PROPOSED UNDERGROUND ELECTRIC
TP-1
LOCATION OF TEST
PIT/PERC TEST
99.76 X
EXISTING SPOT ELEVATION
_QFH
EXISTING FIRE HYDRANT
UP-0-
EXISTING UTILITY POLE
BH
BULKHEAD
101.50
PROPSED SPOT GRADE
IVA
4 CRESTVIEW DRIVE
EAST SANDWICH, MA 02537
PHONE: -(508) 400-2365
SITE ]DESIGN, LL�Cn rc
T Residential Site Design and PerFmitting