56 Pebble Beach Way - By Law Only - Site & Sewage Plan002T.O.F. AT EL. 19.0' :jhFT1L FHUHLE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER WATERTIGHT TO -
(WATERTIGHT) ENGINEER: D.A. OJALA, SE
.
18.5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE WITNESS: AMY VON HONE, RS
2% SLOPE REQUIRED OVER SYSTEM 16.0' - .17.0'
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
DATE: 2/11/99 15.0' FOR FIRST 2' PERC. RATE < 2 MIN/INCHPROPOSED 1 5QQ_.�/// 3' MAX.
14.25' GALLON SEPTIC 14,0 14.0' CLASS SOILS P# N A
TANK (H- , O ) GAS3.5' ZµE- Lij BAFFLE 13.677[tl
g 13.5' r ®sIDEs
(
_% SLOPE -
) �6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) 2' rim ELEV. I I
DEPTH OF FLOW = 4' go o '
(5 SLOPE) Is g 0., 16.8' 0„ , 8.0'
TEE SIZES: $ 8 14" o 1 1 .5'
INLET DEPTH = 10" 2' O O
3/4" TO 1 1/2" DOUBLE WASHED STONE 2
OUTLET DEPTH = 14 A A LOCATION MAP SCALE 1" = F(7a7
„LEACHING LS LS NEW ASSESSORS MAP 90 PARCEL 127
FOUNDATION- 15' SEPTIC TANK 7' D' BOX 2' FACILITY 67.5YR 3/2 6" 7.5YR 3/2 OLD ASSESSORS MAP 79 PARCEL X1
5.7' B ZONING- DISTRICT: R-40 (CURRENT)
WATERLINE IS ON OPPOSITE SIDE OF ROAD PER B
LS LS YARD SETBACKS:.
WATER DEPARTMENT 30^ 7.5YR 6/8 14.3 30" 7.5YR 6/8 FRONT = 30'
15.5'
5.8` SIDE Cl = 6'
MS REAR = 20,
LOT 124A C 78•. 10YR 7/4 11.5' PLAN REF. - 190/37 (1965)
FLOOD ZONE: C
SILT FENCE TO BE STAKED
19.8 MS % %
OFF WETLAND AS SHOWN UNSUIT.
I
10YR 7/4 FIRM/SL
IF 90"
10YR 6/3
m
TEL i ^�/ ^ / C3
RISER/'IP
FND a
M/F
101.54' o
132" 5.8' 138" 10YR 7/3 6.5'
NO WATER ENCOUNTERED NOTES:
ZHIGH 1 17 Are 0. 1,Sr s .ttt SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
POINT ) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD
' � ,.
19.9%/` --- - w 110
F DESIGN FL04V: -_ BEDROOMS (_GPD) = 330 GPD 2. MUNICIPAL WATER IS AVAILABLE
PR STONE NE i z ,. USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
#2 SEPTIC TANK: 330 GPD (_2_) = 660
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
�i 3F 3s' 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A 1500 GALLON SEPTIC TANK
Q) �� W 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ISOLATED VEGETATED WETLAND LEACHING: ENVIRONMENTAL CODE TITLE V.
�Q / 78.0 tp0 I `° 2(38.5 + 7) 2 (.74) = 134 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
PROP. 3BR , o SIDES: USED FOR LOT LINE STAKING.
o/ DWELLING 38.5 x 7 (.74) = 199
REMOVE UNSUITABLE SOIL +1,1 �� X BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC.
O , TF = 19.0' g3.
FOR 5' AROUND o/ -1
PERIMETER OF SYSTEM #3 TOTAL: 451 S.F. 334 - GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
Com,
AND REPLACE WITH CLEAN / 2 USE 6 HIGH CAPACITY INFILTRATORS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
MED. SAND. ENGINEER TO ay FROM BOARD OF HEALTH.
INSPECT AND CERTIFY ?4' AT SIDES, 0.5' AT ENDS AND 14" UNDER
REMOVAL ! - _ TH I \
#4 (RESERVE IS BASED ON A 25' x 12.83' x 2' DEEP SAS) 10. D'BOX TO BE WATER -TESTED FOR LEVELNESS
19.2/ 5' PROP.
/ DECK
?o•_ 12 LEGEND
H ES ; / Ow 15' �; X SITE AND SEWAGE PLAN
i 7.5' 100.0 PROPOSED SPOT ELEVATION OF
i ,32.95' 56 PEBBLE BEACH WAY
i 5.5' S' 0 100x0 EXISTING SPOT ELEVATION
IN THE TOWN OF:
>
17.6` ^ - ,00 PROPOSED CONTOUR SOUTH YARMOUTH
> A N LOT B
100 EXISTING CONTOUR PREPARED FOR:
DAVID MANLEY
EXISTING VARIANCES REQUIRED
HOUSE 20 0 20 40 60 Feet
TOWN OF YARMOUTH REG, 3.7
BOARD OF HEALTH
RESERVE TO BE 93' TO EDGE OF WETLAND (7' VARIANCE REO'D)*
=
RESERVE TO BE 13' OFF FOUNDATION (T VARIANCE REO'D) * APPROVED DATE MA SCALE: 1 20' DATE: FEBRUARY 21, 1999
FOUNDATION TO BE 0.9' BELOW THE HIGH POINT IN THE ROAD (2.9' REV/ 4/19/99 (CON COM)
VARIANCE REO'D) _
elf 508-362-4541 REV. 4/26/99 (WL NOTE)
TITLE 5: 15.211
fax 506 362-9680
'�
SAS AND RESERVE TO BE 5' OFF PROPERTY LINES (5' VARIANCE REQ'D)
CATCH BASIN RESERVE TO BE 12' OFF FOUNDATION (8' VARIANCE) I 1N OF M V3N QF
down cape engineering inc.
BENCHMARK {o ARNP go ARNEH. yN
ELEV _ 15.16' NOTE: VARIANCES ARE REQUESTED UNDER 75.005(3): TRANSITION RULES a H
CIVIL ENGINs
O FOR AN ISOLATED LOL
f� ENGINEERS s NOJ sLA6 v OOLA ti
LAND ,.SURVEYORS o
.. ILL AND '. _ F E E'
kin -
199 -005
* IF PRIMARY SYSTEM SHOULD FAIL. REMOVE CONTAMINATED SOILS, PLACE CLEAN F 939 main st. yarmouth, ma 02675 H. OJALA, CONSTRUCT NEW LEACH FACILITY IN AREA OF PRIMARY SYSTEM DAT-
. I.