HomeMy WebLinkAboutEngineer PlanN/F PERRAULT
TOWN WATER
LOT 9
341.80' TD
179.14'
LOT 15
N/F TSOUMBANOS
TOWN WATER
140.00'
SECOND
TOWN WATER
0
0
0
0
0
0
00
0
tA
• ;1.-1-7
N/F MOYLAN
VACANT
LOT 10
S 81'30'00" W
80.00'
DB
R ' LP'
o-
ST
17.1
36.
17.9' i 00.
PROPOSED
j HOUSE g.
' TOP FND , 53.0
I
LOT 16 3
pw
AREA = 8800 S.F.
N 81.30 00 E
POLE #2Z4
_L/ . •- �'
ROAD E0P
TOP FND = 53.0
INV. INV.
50---------------
70
INV.
50.15
INV-'
4' 49.47
000 GALLON
SEPTIC
TANK
EXISTING GRADE = ,PROPOSED f
�- DIST. BOX
2 LEVEL PIPE ® OUTLET
11- INV.
- 49.30 .
N/F MOYLAN
TOWN WATER
LOT 11
LOT 17
N/F CAMPOMBASSI
288.14' TD
BENCHMARK ELEV. = 50.00'
ASSUMED ON HYD. TAG BOLT
mastro0m.,
TOWN WATER
1.. 6-0 X 6' LP W/2' STONE
INV. 1;
49.10 1'• '►
1• •1
1 I
1. .I
1• .i
1 1
I I f L_ _J �i 2 . 1
10.0' 4.7'L L9.9'
40
k I OT t:- ,r7 l C -T'Ai, Iv "Q 11 I T;� pEP7H I S 4' 39.1 13.0
I t, ILET TEE SHALL OC7ZNQ P I D" 15SLC.4\N FLOW LINE,
C>UTLET TES, 1E_ -AALL EXT��D I ?_ S,SL VW RLOW L�r
SECTION THRU SEPTIC SYSTEM
1 in. 10 ft. HORT.
1 in. = 5 ft. VERT.
rQ /nu rkin
1 inch = 20 ft.
SOIL TEST DATA
DATE: JULY 17, 1986
EXCAVATOR: CAMMETT CONST.
B.O.H. AGENT: J. McDONALD (YARMOUTH)
ENGINEER: ELLIS & THULIN, INC.
LOCATION: TP1
ELEV. DEPTH
52.1 0.0 _
LOAM AND
50.1 2.0 SUBSOIL
CLEAN
MEDIUM
SAND
BOTTOM
NO GROUNDWATER
NOTE
PERCOLATION RATE IN MEDIUM SAND IS
LESS THAN TWO MINUTES PER INCH
UJ,,,A,,
I9 C)
DESIGN DATA:
STRUCTURE:
SINGLE FAMILY RESIDENCE
DESIGN FLOW:
F-OUP-BEDROOM - NO GARBAGE GRINDER
4 X 11 OGPD/BDRM = -440GPD
SEPTIC TANK:
1.5 X 440 = G60 GPD
USE 1000 GALLON SEPTIC TANK
LEACHING RATES:
SIDE AREA: 2.50 GPD/SF
BOTTOM AREA: 1.00 GPD/SF
LEACHING STRUCTURE:
1- 6'0 X 6' LP W 2' STONE
SIDE AREA: (10 X PI X 6) = 188 SF
BOTTOM AREA: (10 X 10 X PI/4) = 78 SF
CAPACITY:
(188 X 2.5) + (78 X 1.0) = 548 GPD
PLAN REFERENCE:
LANDCOURT CASE NO. 19724B SHT. 1
ASSESSORS LOT NO:
MAP 17 PCL Al
NOTE:
1. ALL MATERIALS AND CONSTRUCTION METHODS
TO CONFORM WITH COMM. OF MASSACHUSETTS
ENVIRONMENTAL CODE TITLE V.
2. ALL SEPTIC SYSTEM PIPING TO BE 4"0 SCH40
PVC
3. WATER SUPPLY FOR THIS- LOT IS TOWN WATER TO
BE CONNECTED AT STREETLINE AS SHOWN.
4. LOT AREA = 8800 S.F.
FLOOD ZONE INFORMATION
THE SUBJECT PARCEL LIES ENTIRELY WITHIN FLOOD
ZONE C "AREAS OF MINIMAL FLOODING" AS DEFINED
BY F.I.R.M. PANEL 250015 005C, TOWN OF YARMOUTH
JUNE 17, 1986.
OF p4S,�,
�H ,d
IS N
U .29874 n
� c`•.°ski l��s'i