HomeMy WebLinkAbout162 Summer Street Proposed Septic Design 3FLOW LINE e ANCHOR h'
E1.EV. Ll C7l) 10' �7 r f'?�;v, �a e .•
?MIN. A t e e :,
1_/'S ti [,.. ,�.� 1. er1'
ELEV.
{ 2 ELEV.
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ea °IS• � BGA FSLE ELEY. _ 4,i,� 6e P ELEV. _ `a..�3 =Y s ELEV.
L DISTRIBUTIONELE,, ffi
LIQUID OUTLET+_ _. -. HIGH CAPACITY INFILTRATORS M"TH G ��
(TO BE PLACED ON FIRM BAS lb B� WATER 7 O e STONE IN AN. ��
4 FEET 14 INCHES TESTED d ! t
r B FLEE A4 INGcHES \ 1500 GALLON <:iF MORE�THAN ONE OUTLET 11 X Y' u Ib TRENCH FORMAI-ION W
7 FEET 29 INCHES
( I (TD BE PLACED ON FIRM BASE) SOIL ABSORPTION I 1/sEtL 110 WATER ENCOUNTERED AT /%iar V p 7 0 GdO. ;;F
.
8 FEET 34 INCHES (00 SEPTC TANK 3 "1 1 ZONE �vrjWATER ENCOUNTERED AT t ..
jj,t•+ -��* t J jZ AHED STONE SYSTEM (SAS) kINDEX
Z =ADjusT
N -Ac [c .� J J r
! LEGEND:.,DESIGN CALCULATIONS.
"SE1(AGE-DTSPO AL -SYSTEM PROFILE UScs PRosABLE WATER TABtw ELEV. _ ,
06SERVED WATER TABLE { , / . / j) ELEV. _ EXISTMG SPOT ELEVATION 00,0 NUM9ER Of BEDROOMS
NOTIO SCALE J . BOTTOM OF TEST HOLE ELEV. _ ' EXISTING CONTOUR 00-- GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
�• / ? 1 / + I y . FINAL CON1bUR--- --- (110 GALjBR /DAY X aLBR.) GAL/bAY
I I. _ i.
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY CAL
UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 100 GAL
4 / \ TOWN WATER =+WWF®■ SOIL CLASSIFICATION -
�� l a ° \ CATCH BASIN EFFLUENT DESIGN PERCOLATION RATE <5GAS LINE-` #AiN.�.
/IjZ CLEAN OUT C.O. LEACHING AREA LOADING RATE . FT.
GAL AY/S.F.
CESSPOOL C.P. p 5°�r x.
{
i2aTE��'S> GAL/bAY
r ' / J i �_ , I \ j�f }7 /'g RESERVE LEACHING CAPACITY . y GAL/DAY:: `
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NOTES:
10. ALL UN!PTABLE MATER:AI:"s?AIL BE REMOVED FROM UNDER AND 1. All WORKMANSHIP AND MATERIALS S4At1`CONFORM To DEP. ,
/ , Q. A �!j`d?JUM ;OF, b' AROIJt1D-SOi6./1SSORPTION SYSTEM AND BE TITLE 5 AND THE TOWN OF `1-at'� lndrTN RULES AND
` �`r i, 1 fFP x1TF1 MATERIAL S sPECFIEO IN 310 CMR 15.255:(3).- REGULATIONS FOR THE SUBSURFACE DISPOSAL'oF'SEIYAGE
v�.� 2 ALL COVERS TO SANITARY UNITS SHAH BE BROUGHT:TO
W ttc t l F. A,: tJo 14 utF WITRN 6' OF FINISHED -GRADE.
j N* t� _
0650 VF?TtOR1 f4()( '7 -
_2,7 , 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
tt
t f fCkCoi.}iAa1,29Tz . i%�Z- Mp^ll^r1° Rr t�/j! Uc�`S WITHSTANDING IL-10 LOADING UNLESS THEY ARE UNDER OR WITMN
10 FT. OF DRIVES OR PARKING AREAS 'H-20 'LOADING SH
p"r'r.I
R'yxY
T}� -
G61o2
AIoT7, f
07 ✓:"4
4
�oJ-,4,1
12
r 7
Lb'gYl y
toys,
/10
Alt BE
USED UNDER OR WnHIN,tO FT. Of DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO:GRADE SHALL
BE MORTARED IN PLACE
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. Or ER / APPLICANT IS TO
STA? z S tvb1 DET£Pti4 NATI*v'I fr,Ql,? "APPRCPP.IATL AvTf CS TY.
6. UTILIMES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
1S TO CALL 'DIG -SAFE' AT 1--888-344-7233 AT LEAST 72 HOURS
i PRIOR TO COMMENCING WORK ON SITE"
a 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIOWS AS AELL kS °
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
$. PARCEL IS IN FLOOD ZONE_
9. LOT IS SHOWN ON ASSESSORS MAP / As PARCEL