HomeMy WebLinkAboutEngineered Plan - 2014YYMJ C -u J I VIVO Ll
34" 4" CAST IRON. PIPE .AX A X 96.5 MAY- OR _TER FABRIC VENT
(OR EQUAL). MINIMUM 1.25'MIN. NOT REQUIRED
PITCH 1/4" PER FT. FLOW TEE z
LEVELERS
FLOW LINE 90:5 0,
DEPTH HORIZ
TEXTURE
COLOR MOTT.
OTHER
0-7"
FILL
NO ;
7-12" A/E
LOAMY .SAND
10YR4/2
ROOTS
12-20" B
LOAMY SAND
10YR5/8
ROOTS
20-120" C
FINE SAND '
2.5Y7/3
ELEV. = 92.22 1 C . .
MIN. - �---{' o o _ NO WATER ENCOUNTERED AT 120 ELEV..:_" _ 83.0
I� ELEV. ''= 9059_
2'0
_ = . o
LEVEL o e = _i o".t.0
ELEV. _ _----- GAS 90.40 6 SUMP ELEV. = 90.23_ - -- -- _ _ ------
I ELEV. _
ELEV. 8917
BAFFLE -
DISTRIBUTION ELEV. = DESIGN CALCULATIONS
LIQUID OUTLET 6 HIGH CAPACITY INFILTRATOR WITH
I P H T F BOX . �4�5_ STONE IN 'AN UNUSUAL
TO BE. PLACED ON FIRM BASE z NUMBER OF,BEDR L UN 4
4_ FEET 14 INCHES ( ) TO BE WATER TESTED g 6.17 GARBAGE DISPOSAL UNIT
5 FEET 19 INCHES A IF MORE THAN ONE OUTLET 11 X 4$ X 10 • TRENCH FOR,iATION TOTAL ESTIMATED FLOW
6 FEET 24 INCHES 1500 GALLON ABSORPTION
I `n WELL N A { 110 GAL/BR./DAY X 4 OR __ GAL./DAY .
7, FEET . 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL BSORP.IIQ REQUIRED SEPTIC TANK. CAPACITY _,$-4¢_ GAL.
8 FEET 34 INCHES SEPTIC TANKJ ZONE
3/4" TO 1 1/2" CLEAN �+ cA,� INDEX ACTUAL SIZE OF SEPTIC TANK 1500 GAL..
SYSTEM (SAS) SOIL CLASSIFICATION
f DOUBLE WASHED STONE ADJUST
FREE OF FINES & SILT DESIGN PERCOLATION RATE <__ MIN./►N,
EFFLUENT LOADING RATE A.74_ GAL./DAY/S.F.
USGS PROBABLE WATER T :BLE ELEV. _ LEACHING AREA " 626.33 SQ. FT.
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / is )'ELEV. _ ___--- (1tx48)+(59x2X10/12) ,!+ ,[l
NOT TO SCALE BOTTOM -OF TEST MOLE ELEV, LEACHING CAPACITY (AREA X RATE) _' SL1Y1i GAL:/DAY.33 X .
j .74
RESERVE6LEACHING CAPACITY A99 GAL. DAY .
MOTES:
'
a T 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E,P .
(I, TITLE 5: AND THE :TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY. UNITS SHALL BE BROUGHT TO
"WITHIN 6" OF FINISHED GRADE,
. ALL, COMPONENTS .OF THE SANITARY SYSTEM SHALL BE"CAPABLE 'OF:
WITHSTANDING H-1.0 :LOADING UNLESS THEY' ARE UNDER"`OR WITHIN
10 FT:. OF DRIVES, :OR PARKING AREAS. H-20 -LOADING SHALL 'BE
. USED UNDER OR:WIT HIN 10 FT,_ OF DRIVES OR-I?ARKING AREAS. •
4. AN.
Y MASONARY. UNITS USED.. TO ;BRING COVERS. TO GRADE ;SHALL
BE'MORTAREO IN PLACE
5 NO DETERMINATION HASBEEN.. MADE AS TO ,COMP.LIANCE WITH
93.0 : •-
93.2 DEEDED OR ZONING REGULATIONS.` OWNER'/ APPLICANT IS TO
"
93.2 0 SOIL FROM OBTAIN SUCH DETERMINATIONOM :APPROPRIATE AUTHORITY.
o TEST
6. UTILITIES SHOWN, ARE APPROXIMATE •ONLY, EXCAVATION CONTRACTOR
tATA-!-888-344-
IS TO. CALL..' "DIG --SAFE" 7233 AT LEAST,72 HOURS
24.00 D. .:: PRIOR TO COMMENCING' WORKON, SITE..
BOX r _.- -, r 7. CONTRACTOR IS TO VERIFY'.GRADES. AND ELEVATIONS AS' WELL .AS
I. t' _ £" r .� ;:r 1--
T"
10.0, si'e 1't. T',: t!.•
z I p- r HRK
�1
i TE1. Y
� 13. to _
►� � #
DRI VG _ � - - i� ',i. =�'. . w �t'� .aK,'e •r�j�-r:.s.. tet'.. a..'; :. ��N;'': _'�P.TGT -
. ., •: ° .: _ •
10. EX1 STING „G 'CESSPOOL IS TO BE PUMPED AND REMOVED ALONG WITH.
.
a �;, ,• � _�, ,
0. %;i �::.. y.f�t ,: `I K �h ANY POLLUTED SOILS. ENCOUNTERED..
11: VARIANCES TO.TITLE 5 AND TOWN REGULATIONS:`
�+3 -'`- .94.7 0,0 A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 5.5)
> 92.: ' j a` B. NO RESERVE .AREA .
BH
3.3Po
c \ 4•. 11.00 o I
r
• � 92.61 0 I _
Permit valid for REPAIR O1� ' SEPTIC SYSTEM
1 \ XISTING DWELLING 1500 GALLON ,'' ' ®N:LV, due to State and Local septic E i4 Board of 11cailth review and approval Pis.revuired i'or
4 BEDROOMS" SEPTIC TANK 92. 6
{
up future additions/reno;+tions/alterations to
3.7 HOf,t qs sewage facilities apd/or structures/dwelling.
RR08{N.:
y o i �iyLi loth" Y Varmouth ficalth 1)cpartmert
93.57
ai A1- O Viil'�S
94.2 5
I
g J 3 5 j v .,PROVED. BOARD . OF HEALTH
x 93.6 LOT 33 I r l. a 4�e: Date
• 93.4 10,. �0% 5.'F 92:
I
DATE -AGENT