HomeMy WebLinkAboutEngineered Plans 95ALL LOTS, WITHIN 100 FEET OF PROPOSED SEPTIC SYSTEM ARE ON TOWN WATER,
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
NOT TO
1. VARY 4' REQUIRED VERTICAL SEPARATION (> 2 MIN./IN.) SCALE
<
W
BY 1'. (3' PROVIDED TO HIGH GROUNDWATER) RAE 28
0
2. VARY DISTANCE OF LEACHING TO PROPERTYLINE BY 5' S
(5' PROVIDED). o
z 3. VARY DISTANCE OF SEPTIC TANK TO PROPERTYLINE
< BENCH MARK --TOP OF NAIL i C:
BY 3.6' (6.4' PROVIDED) & VARY DISTANCE OF SAME X6 1
IN PAVEMENT 10.00 ASSIGNED 1 0 i z
TANK TO BULKHEAD BY 3.8' (6.2- PROVIDED). ui cr_ LOCUS -0
(3 4. NO RESERVE AREA IS SHOWN. I z 0
141-91) a
(0 (o WILFIN RD.
0 1 1/
_D
X 4
140-6
LOCATION MAP
-4-9.4-
-9-5-
NOTES
10.4 .7 9.0
WILF1 1. LOCUS IS A.M. 22, PARCEL Al 04.
4 10.1 R x 9.� i
-OAD 2. ELEVATIONS SHOWN ARE
x 9.2
0
ASSIGNED.
W 9.6 000'd IN
10 W 01 x 9. 971 .9 3. LOCUS IS IN FLOOD ZONES A8 (EL 10)
W -7 W Wv CONSTRUCTION DETAIL AND All (EL 11) ON FLOOD
9,99 4 i
INSURANCE RATE MAP DATED
x 9
RELOCATE WATER SERVICE TO WILFIN ROAD. x .8 x 9.1 1 =20 JULY Z, I�J�JZ.
NEW LOCATION TO BE APPROVED BY WATER x Ito. 4. REVISION --WATER AND SEPTIC LOC -
DEPT. AND 10 FEET OR MORE FROM LEACHING. < HB 2 011.7 1 0 1 .4 9.2 CATIONS FOR LOT 103 ADDED 8/21/95.
x 10 2.1 .7 .0 9.
..............
..............
REPLUMB SEWER LINE B TO EXIT BUILDING C
CK 11.8
-3 3/4" BELOW THE 0 x 1 4 .2
WITH ITS CENTER 2' 11.3 \4-;2. 0 -_ 2LOT 1 0 9
TOP OF BLOCK FOUNDATION. (INVERT 2.50 11.21 --- - ---- ------- 11.8 0 1
BELOW TOP OF BLOCK).
Z
.................
LOT 105 9 4'f 9TV..., 4' 100 9
1.0
EXISTING HOUSE
DO 5' ALL AROUND AND UNDER REMOVAL
crawl space ........ 0
(01
1 NO. 49 1 1 space
--- .. ......
..... . ......
OF FILL, E LAYERS IN LEACH AREA. BENCH MARK --TOP WOOD STAKE
full 'basement ....... LLJ
x 0
1_Ao
SET FLUSH 10.02 ASSIGNED
NOTE THIS DISTURBS PAVEMENT & TREES. block' ......... ..........
found.=12.5
p 5±---
..1.1.1..._.1 ------------------ .. ....... . ........ W
INSTALL 2 ROWS OF INFILTRATORS 4 FEET
17. 71
_-APART-WITH 4 FEET OF STONE -ALL-AROUND,--- 7-14 - $0
V% �2v 11 -
o x
FORA 49.5' X 11' X 6" DEEP LEACH AREA. 11.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
.4 4 11 7 ... x A . 1 -
INSTALL D -BOX, AS SHOWN11.4
clean out 011.7- 34 4- z AN ORIGINAL RED STAMP AND SIGNATURE,
11.2 1 0 1
.6
.2, 1 -1 .2
INSTALL 1500 GALLON H-10 SEPTIC TANK, 6.41
10 ... 11.4
AS SHOWN. S 86-6 n
9")
10.4 FA -
10.1
1 10.2
x +0.4 10.7
. . . . . . .... . . ..
.................
\1 0. 1 10
L
LOT.:."103
PUMP & FILL EXISITNG CESSPOOLS AND REMOVE
ANY CLOGGED SOIL UNDER OR 5' AROUND LEACHING.
F _F _F 7
I 1 101 ILL
L _J_ _L _J WATER SERVICE LOCATION
N /F WOODS &
8AS�b UPON FIELD (GA - TE)
TIE CARD MEASURE-'
LEGEND MENTS (LINE).
SEPTIC SYSTEM LOCATION BASED
UPON FIELD (TANK) & AS -BUILT
TH 1 TEST HOLE LOCATION, NUMBER CARD MEASUREMENTS (FLOW-
-W- WATER LINE MARKINGS DIFFUSORS).
q, 5
-G- GAS LINE MARKINGS (IF SHOWN)
---UE UNDERGROUND ELECTRIC MARKS (IF SHOWN)
---OE OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 .11.0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--6 -- EXISTING CONTOUR
-8- PROPOSED CONTOUR
COL.) UTILITY POLE (IF SHOWN)
-U- OVERHEAD UTILITIES (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
H'EALi4 AGENT APPROVAL 6ATE
SITE PLAN
FOR
DONALD ZAGOREN
LOT 104, 49 WILFIN .ROAD, S. YARMOUTH, MA.
AUGUST 4, 1995 SCALE: 1"=20'
REVISED AUGUST 21, 1995
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
-8.38
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 7759700
PAGE 1 OF 2 (OVER)
SYSTEM PROFILE
NOT TO SCALE
UJ
LINE A -It may be necessary DIMENSIONS HOLD 6 INFILTRATORS
01 to cut into existing line A
_ near foundation to have
[2 ROWS OF 3 UNITS]
to proper pitch.
foundation 1500 GALLON H -1 CJ SEPTIC TANK
12.55±_-1.LINE B - Plumber to raise
existing fine in house.
NO GRADE CHANGES ARE PROPOSED »
existing
foundation
A= full
B= crawl
4" sch 40 pvc S=1/4" ft
INVERT A=10.49 INVERT 9.84
existing
INVERT b=10.05
proposed-replumb
LINE A=34'
LINE B=10'
SOIL EVALUATION LOG
USE 2 MIN. OF DOUBLE WASHED 1/8 USE CLEAN DOUBLE WASHED
4" sch 40 pvc TO 1/2" PEASTONE ON TOP. 3/4" TO 1 1/2" STONE.
PROVIDE 6" MIN. COVER 4" sch 40 pvc TOPSOIL 'n�
TOP OF PEASTONE = 9.4
3' 5=1./8" ft 2„ S= 1/8" per ft. 9" OF COVER 1.o'
1 qq
10" 14" 5 " T,
147 0" 5' 8" °:�°•�^�'.'`=; INVERT 9.00 EFFECTIVE DEPTH = 6" -'`"���
native I 3 0' 8 5 bottom
'-.1-11r.1,--.1-.._.,.-:
native soil
10' 6"
,� soi .
INVERT 9.17 INVERT 9.0 USE 4' OF STONE ON SIDES & 4' OF STONE
INVERT 9.59 ON ENDS FOR A 49.5' X 11' X 6" DEEP _ high groundwater = 5.5'
„ I LEACHING AREA, AS SHOWN ON PAGE 1. calculated 8 out of 10 year adjustment= 1.5'
"""*_6 Stone [310CMR 15.221(2)] OR COMPACT __._ observedgroundwater = 4.0'
Now
42' 2' 0' 18'-9" LEVEL PER ROW
LEVEL
D
REVISION NOTE: NO CHANGES HAVE BEEN
D MADE TO THIS PAGE EXCEPT REVISION DATE
TEST DATE: July 27, 1995
PERFORMED BY: Ron Cadillac_, Soil Evaluator
WITNESSED__BY: ___ . ______._ _Amy _L. Von Hone,. -RS _
PERC RATE: 4'-02"/in. (Cl layer)
SOIL SURVEY: 1993, Scale -1:25,000
CdA -Carver coarse sand
Excessively drained, poor filter
GEOLOGIC MAP: 1986, Scale -1:100,000
Harwich outwash plain deposit
FIRM: Flood Zone A8 (el 10)
WATER LEVEL (USGS): July, probably below normal
HIGH WATER TABLE: 1.5' adjustment using YAW94 well, zone B
Well mean=12.00, 8/10 yr, high -10.29
July reading=12.53, Locus in zone A
PERVIOUS MATERIAL: Layers C1 & C2, 4' -naturally occurring
C� 2 rS
SOIL EV ATOR DAT
DESIGN DATA
BEDROOMS: 4
GARBAGE GRINDER: No
REQUIRED CAPACITY: 440
SEPTIC TANK SIZE: 1500 Gal. min.
BOTTOM LEACHING AREA: 544.5 SF
[49.5' -X 11']
SIDE LEACHING AREA: 60.5 SF
[0.5 X 121' perimeter]
DESIGN CAPACITY: 447 GPD
[(544.5 SF + 60.5 SF) X .74 GPD/SF]
AND THIS NOTE.
CONSTRUCTION NOTES
HAND BORING 2 PER 310 CMR 15.021 (3) R.J. CADILLAC
DEPTH (inches) ELEV.(feet) MUST INSPECT SYSTEM PRIOR TO BACKFILL,
0
36„
48"
56"
93"
fill
E__layer_,� Oyr 5/1-
loarYiy sand
B layer 10yr 5/8
loamy fine sand
C1 layer 10yr 6/6
loamy fine sand
observed water
11.7 5' ALL AROUND AND REMOVAL DOWN TO
LOAMY FINE SAND, ® EL. 7.81
FILL MATERIAL TO BE CLEAN GRANDULAIR
SAND MEETING SPECIFICATIONS_ OF_310CMR
__
15.255(3). THIS PLAN IS VALID ONLY IF IT BEARS AN
ALL CONSTRUCTION TO MEET STATE ORIGINAL RED STAMP AND SIGNATURE.
7.0 SANITARY CODE AND TOWN OF YARMOUTH _
BOARD OF HEALTH REGULATIONS.���H4r'�°s'
1F UNSUITABLE SOILS, OR SOILS DIF-
FERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH AND\
R. J. CADILLAC.7A "All VO
t�
BUILD UP COVERS TO WITHIN
4.0 ONE FOOT OF FINAL GRADE,
AND MORTOR IN PLACE.
30
104
HAND BORING 1
DEPTH (inches) ELEV.(feet)
0
34"
37"
1V 45"
L
a�
°" 56"
73"
90"
94"
fill
E layer 10yr 5/1
loamy sand
B layer 10yr 5/8
loamy fine sand
C1 layer 10yr 6/6
loamy fine sand
C2 layer 2,5y 6/6
loamy fine sand
observed water
F- - - - t -
4.0
3.7
DETAIL SHEET
FOR
DONALD ZAGOREN
AT
LOT 1049 49 WI LFI N ROAD, S. YARMOUTH., MA
AUGUST 4, 1995 SCALE: AS SHOWN
REVISED AUGUST 21, 1995
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED' SANITARIAN
P.O. BOX 258, WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 2 OF 2(OVER)