HomeMy WebLinkAboutEngineer Plan^
1. VARY LEACH AREA TO PROPERTY LINE � NE BY 1 1� /8 1�DB]\
-� �1O -'MR 15.211 /1).
`
NOT TO
1. LOCUS IS A.M. PARCEL 162Z.
NOTE: THIS IS A SITE PLAN �URVEY BY THIS 2_ ELEVATIONS SHOWN ARE AS5GNED.
DF�[�� ��I} M�� �\ ��(�0���T� �R�F��R�y U��� 3. LOCUS/5 IN FLOOD ZONE C ON FIRM DATED JUN� 17, 18��
-' 4 ALL PIPES TO BE 4° SCH 40 AND PITCHED AT 1/4" PER F,O'[ (UNLESS NOTED)
held
N/F
EAN
2.7
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 10%0' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTDH-1(l UNLESS NOTED.
7.
INLET TEE TO PROJE(� DOWN 13", OUTLET TEE DOfflN 14~.
�.
|� T�0 OR �D�E UN�5' ��TER TEST O-BOX FOR EOUAL FLOW
D-B0� EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
8.
DEPTH OF C0�PONEN�S NOT TO EXCEE� �,` OR VENllN� MUST BE PROV|�ED.
BUILD VP �OVER3 T0 VV|TH�N 1' 0F GRADE. MORTAR CHIMNEYS IN PLACE.
OME COVER OF TANK TO BE WITHIN 6" OF �RADE.
MAP
10.
,LOCOATION
STOTO BE DOUBLE �ASHED 3/4 TO 1 1/2" VNTH �" W|N. 1/B TO 1/� F`EA �TOME OM TOP,
NEUNSU|TABLE
11.
|F SOILS, OR SO|LS D|FFER|N-- FROM THE SOIL L0G ARE FOUND,
CONTACT THE BOARD DF HEALTH' OR R.J. AD\LLAC.
12.
IF AN 8VERD|� IS CALUE0 FOR BELOVV' FILL MATERIAL FOR 5' ARC)UND AND UNDER LEACHING,
T�«�lF ����� 1
i3 TO BE CLEAN GRANULAR SAND WEETlN� 5PEC/RCATl0NS OF 310(MR 15.2�5/3\.
-- ---
13.
PUMP AND FILL ANY EXISTING CE3SPDOL5. REMOVE ANY (C"LOGGED SOIL, BLOCK, AND STONE
IN
LEACH AREA, AND DISPOSE OF AS [}{RECTE[} BY HEALTH AGENT.
DEPTH (inches) ELE\/(|eet)
14.
ALL CDNSTRUCT|ON TO MEET TITLE 5 AN[-'i LOCAL REGULATIONS.
o 21^3
Fill
RUN �3-,'-",'H401 PIPE
BACK TO �PIPE ��� TEST HOLE DATE: March 1' 2OO1
8"
A/E layer 101yr 4/2
�___-------
PERFORMED BY: Ron Codi|}oo' SoilEvo|uotor
,sandy loarn
1�
�3'27� WITNESSED BY: Amy Von Hone, RS
Top Exist. Foundation PERC RATE: <2'-O0"/inuh \C layer),
B mver 1�yr 4/8
/ `-.�--� SOIL SURVEY(1993): Corver coarse sond
__,� oonov loom � _
`\°� � \�.�oo ��O ���D� C��N��S / m°*, �"�'� ��'�'��" �^`�/,u��)' m""°/,� =.+�"a, "|�in ��nn�+� �� 1o'�
_
x 2 2.6 22.2 N/F 2 DRY WELL,",) 0' layer 2.5y 6/6
Exist. Oran lap-b-lu ra Use G06 Baffle Invert 18.83
4q�, LOT
14 r,, x,,IN.,.,
| 1J2^ )0'o
r |
/ |
� | /
/ ver `uuo
} " 'Invert --
21.�\ folund / | � Ston� mr c�nl�oot Pr posed
. lot line `/ . ` �� '
\ �1 1O ----4 �---' 3 ----| | �---
| -| 7'
22.�������%�N DATA=-
������a��m�
19.83
BEDROOMS: �
� GARBAGE GRINDER. _ No _ _ LEACH ��������
- �F�uV�FD--APA��TY. -� - -��� �PD - - � '
�* U�E � DRY WELL� WITH 4 OF 5T0NE
15O� GAL.
� ALL AROUND FOR A 25 LONG BY
001/BOTTOM LEA".HIN"" AREA:
j 1, L�A�32'� SF -10"VDE BY 2`OEEP H AREA.-14e
F/25` X 12.83')l
��DE LEA(", AREA: 151.3 SF
19,95 [1/12.83'+ 2f--'t\ X 2` DEEP\l
DESIGN CAPAC4Tt
348 NzD
\" F/320.7SF + 1�1.3 X .74 CPD/5Fl
' `'
20.52
`,7� `��/��. -'
PORT0N OF DEEDED LOT14. v'/o
SHOWN8HADED' WHICH IS �0W
2000
WITHIN THE 10�� TO ROAD
LAYOUT. \ -
BENC'l-I MARK --TOP PK NAIL
IN PAVEMENT= 201.,'01-0, ASSIGNED,
163' OFF OVTSIDE GARAGE CORNER"
THIS PLAN IS A VA[][> PY {)N[Y IF IT BE/\R'S'
AN {}�|(���/\� ��� �T�K�� /\�� ��(�N AT�R E.
TEST HOLE LOCATION, NUMBER
----��---
WATER LINE MARKINGS
---'E---'
OVERHEAD ELECTRIC WIRES /|F SHOWN)
"9.5 x87
EX|STlN" '� PROPOSED ELEVATlONS /'X` K�ARK� �0N
EXISTING C'ONTOUR
PROP(}5ED CONTOUR
UTILITY PDUE (|F �HOWN)
----x---
FENCE /|F SHOWN, NOJ ALL 51-11',,VVN\
� 4
TREE /|F SHO�N, ��T ALL SHOWN?
RONA0 D J. CADILLAC,
PLS RS
'
2OO1 BY R.J. �AD}LLAC
P A G E 1 «F 1