HomeMy WebLinkAbout136.39 - Site Plan and Sewage Disposal System (2)E
3 /3 �DESIGN
SYSTEM
T.O.F. ACCESS MANHOLES TO WITHN I/8'�o 1/2' (' � �=I • : ' ; �.
ELEV. 51.0 wored Design Flow: '3 bedrooms C�//D gal/day 33U gal. q �
stone .,.,
y-7. � 6" OF FIM'SHED GRADE g (.J
Septic Tank:330 gal. x 200/ - a6 gal
ELEV. `r74
t ev X of Use 1500 Gal. Tank �y
%• 3 o s/a't o I I� Leaching F a c i l i t y: USE' (',, S0° (,4lz1 / C//A,r1 F,hk' S v./ 4' STaNE
rushed „ ?AP ROVED
Bottom: _ 2 ,�5 x 3 3, 5 >C o . 7 �kti l S - % <� 1,`
3 M
_ . stone RD MITT
GAS
J /
14 BAFFLE _ o e -- eem S i des : //z.8+ 33•S�yZx 0 74g4115- - '� /f OCH
®emeee Z ,� % <�� dol
e o eee �
emeee e e°ee°e
PLEV.4g.0 . ....... = a _
TOTAL �( 54 G I
.Use 6' crushed stone veaeevaemee eeevoeem0�d � � D
FOLUNS
3
under Septic Tank and NOTE: Garbage disposal is not Permitted with this design.
7' ND
,
D -Box �- �{ u+�e ZS.S
--�- 4 -� EN�rn1EE27o vErzlF�' St�rLS ��.
ELEV. 4b.$ ELEV. 14k 4.4� 6 5' 5'Ftrw of 1 `461iv�
r'L'/Lr,-v jT77AIF'or< -hvx,_�,�n�sJ L OCA TI ON IAP
1500 GAL. D -BOX ELEv.39.g Assessors Mo
SEPTIC TANK LEACHING FACILITY PJ36
Btm. T.H.4r2 Parce! 39
_SYSTEM PROF II F Area -,6,324 S.F.
of o 5ooe CONSTRUCTION DETAIL
5 TEST. -HOLE I TEST HOLE #2
SEPTlC TANK STONE fS'
- OUTLEr LEACHING UNIT
— o EL. 50.5
r o EL . 49.9
!4' oo v —r _ _ LOA
l eeor 000a ® ° A MY SAND LOAMY SAND
0000000ppobrao®vo 34' ¢ �- IOYR 4/3 A IOYR 3/1
6-
�� 0 O 'o co B LOAMY SAND LOAMY SAND
4S -
GAS BAFFLE DETAIL loz �'� `C5a r'jw IOYR 5/6 B IOYR 4/6
N. T. s.
28- 30-
500 GALLON CHAMBER
4'
C 'MEDIUM COARSE FINE/MEDIUM
PD 120' 120' 12 5Y 6/4
n v!T,'-:..D
N R� ti� „A , � Air`
`zLFNu-IMAtzIc. tS T°� vC(E
Y�9tznlou rH ��
NOTES
DATE: JANUARY 18. 2001
i � HYD
WOND - ELEV,St.¢ �6 , 4s.9 I ) SEPTIC TANK SEAM I S TO BE SEALED AND PERFORMED BY : RICHARD JUDD, R . S
C. BAS IN �. WITNESS: A. VON HONE , H.A.
r F-9 WRAPPED. DESIGN RATE: <2 min./in.
I� 1 ai.
<D so.8 i - -? 2.) ALL AREAS DISTURBED BY CONSTRUCTION
ARE TO BE GRADED. LOAM COVERED.
Q U y9B/ r j : ` AND SEEL'ED.
FND '- — o {' 3. UNSUITABLE SOILS ARE TO BE REMOVED FOR PERCOLATION
A t
(as si®a r 50.6 r + r a 6.4 5'AROUND-LEP,CHING AREA AND REPLACED f ERCOLl1T 1 UN '1"EST '44-1
it c•. IRE j— 50'6 I r r /O WITH APPROVED FILL MATERIAL
;j : 4) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL 24 GALLONS OF WATER IN 5 MINUTES AND 33
51 032.67, '
BEFORE SYSTEM INSTALLATION. SECONDS AT THE DEPTH OF 58 INCHES
51.1 r0' o
5.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
[� 44Ce F. U PRIOR TO BACKFILLING.
s�ar3 6.) DISTRIBUTION BOX 15 TO BE WATER TESTED AT
Z00 TH*I— — v 45.3 THE TIME OF THE BOARD OF HEALTH INSPECTION,
O THIS PLAN
IS FOR .THE INSTALLATION OF SEWAGE
J 49 o wA7 R 5; s .' s I ^ DISPOSAL SYSTEMS ONLY AND IS NOT TO BE USED PERCOLATION Z -y-
E S T #2
` w
FOR ESTABLISHING PROPERTY LINES.
PERCOLATION TEST WAVED.
(1J soeoT +z W S� AeCE�S M�NkoLES aE 7a >3e" cFA1ENtE7� /WPL/1cErF�ct
Z 4s.9 2 ti E.vGlNEE/Z U/ru- ctRi1FY SXST£M 1A15TAtl-AT/oN
J48j� 6 N 45.3
PKSET N CN a Rxlk
49.3 48.8 6@T i`t EC3 ® E {vu
O 47.8
LL 941 MAIN STREET. SO. HARWICH, MA 02661
U.P.4: oe 46.6 432-2878
CB/FND
I Sl TE PLANfs. SE"JAGE DISPOSAL SYS
106.45• TEM /N YARI'90UTH
47.8 48.4 I.P./FND FOR
47.6 DEBBIE f'' JOHN BYRD-71
...i
2 FOUL I NS POND ROAD YARMOUTH, PIA..
PROJECT: 01-0051 SCALE: I ` 30 DA TE: 31-77-101