HomeMy WebLinkAbout136.39 - Site Plan and Sewage Disposal System (3)i,
YAR,MGUTN rsnGV f�
Cre r a'4
30 SYSTEM DESIGN :f s.' I, h �:.._....'
T. 0 . F , ACCESS MANHOLES TD WlTHN was ed Design Flow: g y
Isi ne l/2 3 bedrooms Cc3 //D gal /day 3✓L�
ELEV,Sl,v 6. OF FINISHED GRADE Septic Ton k:33D gal. x 200 s 410 goI. 5
Use 1500 Gal Tank
ELEV.'�74 S ev > Leaching Facility : USE(,> Svcs CFylcnl C/%�, IT 1' S y,,�4' STONE ���
46.3 o
3/4-4. 1112
r7 U washed _Bottom: 12- !F Y 33•S )C 6, -?4 s,JI% 641.
I` to- sfone j
.... ..... c e .e ....... ... ...
GA e Sides 2�lZ•8+ 33.5 2x (2, '14 _ 7 G��,�LUNS'\
E
14• BAFFLE ......... esemeEEEE ° e
mee®demeeme mmeme®®aame TOTAL J 4 Ga I . ,' ��sNT3
L4e70Vs'e ________�____ 4},3NOTE: Garbage disposal is not Permitted with ` this desi n.
6' crushed stoner
under Septic Tank and �� :. �'�•
D -Box b'f� 2S'.s �-�r� 4 �i EN61n1EE2-To VEIZtFY -�0)L_S /� pig /
,�
ELEV. . 44.E S' SEGac OAn
" d?Cun of �EAfilln/E� O��D L CA T /ON Y" !"
ELEV . AuuTy RT 77ME cF u�,v ��v f77,W 0
1500 GAL. D -BOX LEACHING` FACILITY aELEv.39.q �� ��° Assessors Map l36
SEPTIC TANK Btm. T.H.�'2 Arree!6 0 �� u
Parcel ,324 S.F.
39
Area
SYSTEM PROFILE
5. of �o a CONSTRUCTION DETAIL TEST HOLE I TEST HOLE i`2
$Evac TANK LEACHING UNIT STONE
nuneT o- EL . 50.5 0- EL. 49.9
........ .
T A LOAMY SAND A LOAMY .SAND
'.14' •. eLeor ooc,00Q o0o Op�00 3' 7- I OYR 4/3 6' I OYR 3/1
1 _o4M,j to loon 0000° —± -a B LOAMY .SAND LOAMY SAND
ss' �' 102 28--_ cl X58? 0 0 c`� N 28_ w IOYR 5/6 30` B IOYR 4/6
GAS BAFFLE DETAIL
N.>.s. 500 GALLON CHAMBER
....... ...............
4' S* r, to .� , 4 ,
C MEDIUM COARSE C FINE/MEDIUM
120` 1 2.5Y 6/4 120" I 2.5Y 6/4
0 ^ D N0 14A7ERNO WATER
h-
�jy r
J�EWHMAIZ-Y- IS VP NOTES
L DATE: JANUARY 18. 2001
pF Y�u_MouTN t�d4D PERFORMED BY R I CHARD JUDD R.S.
a 48,9 HYD 1.) SEPTIC TANK `SEAM 13 TO BE SEALED AND W I TNESS : A. -VON HONE , H, A �
gouND _ E� EV, S�•4 �'� 6 - WRAP PED : DESIGN RATE: < min , / i n .-
C.BASIN / 5 a.
Fig � 2 .) ALL AREAS DISTURBED BY CONSTRUCTION 2
1 47. I, 1 ARE TO BE GRADED. LOAM COVERED.
1 i:` AND SEEreD•
FNS/ --__ _ i 3) UNSUITABLE I TABLE SOILS ARE TO BE REMOVED FOR
Q u PERCOLATION
< 48 5104 iso€e vt r i /D s.4 5' AROuNp ;LEACHING AREA AND REPLACED f E R LO L SIT I O N TEST I
WfTH APPROVED FILL MATERIAL. 24 GALLONS OF WATER IN 5 MINUTES AND 33
Q G`• IRE �iJ 4� DESIGN ENGINEER TO CERTIFY SOILS REMOVAL SECONDS AT THE DEPTH OF 58 INCHES
BEFORE SYSTEM INSTALLATION.
5l511 5:) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
G9�A4E ro o° ' PRIOR TO BACKT:I LL I NG.
D scgq, 6:) DISTRIBUTION BOX IS TO BE WATER TESTED AT 7
z _ 45.3 THE TIME OF THE BOARD OF HEALTH INSPECTION. PERCOLATION TEST TH•� co 7.) THIS PLAN IS FOR THE INSTALLATION OF SEWAGE
wqR 5 s 9•I DISPOSAL SYSTEMS ONLY AND 1S NOT TO BE USED
�- 49'—" FOR ESTABLISHING PROPERTY LINES. PERCOLATION TEST WAVED.
STK W
SET S� ACCE;y MANHOLES Ar-,5TEM
o t3E GENT& -b //v PL<KF 8crOpt
,� w ,
(J) 5o&0.. T .2 E.VGINEE� WtL� c r
Z 49 2. KfIF/ SX57EM /✓51RLLA7 ,V.
48 6 H 45.3
--�
PK SET - _
r
J 4 9.3 48.8, ,. @
O 47.8:
941 MAIN STREET. SO. HARWICH. MA 42661 To
Ll_432-2875
U. P.4 S I TF PLAN SEWAGE DISPOSAL SYSTEM IN YARM0UTP,
CB/FND
106,45- FOR
47.8 46.4 I.P./FND
47.6 DEBBIE tpx JOHN DYRD �
2 _FOL L INS POND ROAD YARMOUTH, MA.
PROJECT: 01-005 SCALE: 1 30 ` DA TE:3/'/ci