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FOUNDAPOV
GROUND SURFACE RL --f '
14' X.
GAS BAFHX AT OUTLET
6' STONE BASE
/,500 Gal Septic TaAk
l 0,<; (Typical)
INVERT EL
, 'I. z, _�
INVERT EL
a
D-Abz
M~
GROUND SURFACE EL_ C g • Z
OUTLET PIPE LEVEL
FIRST TW FE'E'T > ' n10 VEND RAV URRED 1
r i_ e .�• '} o` er \x � .6 "t1 R ,11k 1\
INVERT EL
INVERT ELrL'"rJ 1„/f g �rn�CS
I9� kHAt C LfL
1VIAXI111U111 FEA,SIBLE COMPLIANCE, cy
L)' ,VARIANCE TO THE-- 10' _ _ , E BACK BETWEEN - THE EDGE OF TETE LEACHING FIELD
AND THE- N17RTF __Xj PROPERTY LAVE A ,1' ___ .SETBACK .LS PROVIDED.
(TITLE 5 SECTION 15..211(1))
2.) VARIANCE 77> 7HE !r' , sEPE rio,� T Tav� .J /3arto +tit C A Nf�I� new
AA(r7 A3Uru5T 2y /f/GH G/Louojo WA9'�. A `f `5th r/ / 15 /�2n✓jr7C-iD,
.i
Pump and remove
oxwting leach pits
as .required -
PROPOS'E'D LE'ACHIIlTO' AREA
17' x 44 ' Lea thing Field
Kith. Three 4 11Perf PVC Pipes
06,3 00 Proposed
�i 4 500 Gal
Sep .b`C° Tank
/
' Test
/
/ Pits
�% �•5 - \0
ONI
Proposed
D—BOX
EXCAVATION NOTES
O
ZJ EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION
HOLE LOG) AT APPROXIMATE ELEVATION °15 ,11, FOR A LATERAL DISTANCE OF 5' J
(WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND TAE OUTER PERIMETER OF THE LEACHING AREA
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
CRITERIA PUT FORTH LV SEC77ON 15.255(3) OF TITLE 5.
3) SCARIFY THE B07TOM SURFACE OF THE EXCAVATION PRIOR 70 PLACEMENT
OF FILL INTO THE RETAINING STRUCTURE
4) PLACE FILL ONLY WHEN BOTTOM SURFACE 13 DRY.
STANDARD NOTES
.1) rMy PL" " AVR r1W Mr LUMN OF A SdhW SYMM
2) ALL R&TALUMN PBOCWVRW AND A(A2RI?LI1.9 STIALL coNAW 90 910 , G7Q9 14
— TOP EZ !MILS 4 AND 11' MWN OF %'IqfMo v F 002 22M STATA' &VVIwjoa VIAL CODAC
MIN 2' LAYER DOUBLE WASHED9) 1VPT H" 8�1► AWS d9 10 CgJQ' SACS D1'iiA2w RAT3UL990AC£
vee- v2' srarE OR SOMM RdnULH/7Win LLNCB OF di'A1LdBla 2'RIOPAp97'1' D1II�RydJnW FUN A2LVMDA'D BA=g
IEFFECT7VE 4) MWN FAIM =MW 2TB9 p
SLDEWALL 6) T7Y1!!9d .IRS 1V0 d29V1AV PRIVdl3 =Z7 ON tfR9 PAi0PAQ9TY 019 Imo► I['0' OF 1fid' PROA0.4A 501E .IAi91DRPTR7IV 5'YSTJs11L
8) ALL GIDYAOZ4 OF Sl9Ta1( C0 v ATfuz BE Aiwvi7Br 10 SI7m W OF 1 GRAM VM OAT Coy" op Tf11i'
3/4'- 1 1/2' DOUBLE 5�'PYTC' TANK BRDVMW t�I19T�1 So OF GRAM
WASHED STONE %J ALL SYSTSA( COAQ'0JRM19 SMU R8 (" ACLS PVR D9b�A 'mx 'm .9779
UC7?1Rdr'9 57gALL B8 LOCAlSD DO981ClZY
of 6 . C1 BOTMAf EL L►PIDN OR J230I'B' 4f1a C0AlP0NB'NT dCCA�:4 LOCl"DAR 1�i1 w VOUI.D Bv2zmn= 1I1T9y nW PJWVRM A= ACC'M l2K4PROM- N
P00M OR RSPAM
EL G v\1 � 1 8) NO DRMWAI; PAMM OR TURNI?VYi AREA, OR 02I1$R WjMVIOVS AREA' -WALL BE LOCAM ABOVE A SOiZ AB90JUMN
_ L`LSYS= AZl'CBYJr'PT YAW 7= BAS BMW PAdOVIDA2i
hof . Z = f3o 1- , TEST 1+0 ( g) SA°PT1C TAM GRA'ASB' num mmv CB.1A�1m AND DISTRIBUTIONB0JW 9iLlLL BE PLACIS'D ON A B' ST0JNJ9 BASE
TO ENSURE STAaMMY AND PRNVMVr SB'"YMG.
10) OVIZST D07WVMN LINES' -M= R UN LEM POR A AOdU aW OF M "MST TNN FAIT OF TAM LMTlt
11) ALL SYSTEM COJZPOAWM SHALL BE CAPABLE OF WMAYTAAMM 11-10 &)ADM IWZ"S My ARE UNDER OR l JMV 10'
OF DWYENAYS OR PARA= OR TURNING AREAS, IA% #MICA CASE H-20 COAIPONMM SHALL BE USED.
12) ALL BVEDIM SEVER LOW SHALL HAVE AIV B4= DL4Ja E1? OF 4' AAW SHALL BE CAST -MON OR SCHEDULE 40 PVC'
13) THE DEPTH OF TIT TOP OF ALL SYST" COMPONEM SHALL NOT EXCEAD 38' UNLESS VENTING HAS BEEN PROVIDED.
14) IN THE AREAS OF EXCAVATION, EMTING GRADES SHALL BE REES7ABZ15 W UNLESS NOTED AS PROPOSED CONMURS.
15) IF SOILS ARE ENCOUNTERED DURING THE EXCAVATION OF 271E SOIL ABSORPTION SYSTEM, THAT DIFFER NOTABLY FROM
THE DEEP OBSERVATION BOLE LOG, CONTACT THE ENGINEER BEPURE PROCEEDING.
16) CONMC70B 710 VERIFY LOCATION OF ALL UNDERGROUND UTRITIES
/
/
TBM EZ = 100.00
(Assigned Efev)
Tap of Cane Step
`\ Patio
�.50PAo
9
R
,00
�5
DEEP OBSERVATION
Garbage Crmder.
NO
HOLE LOG
55 C)
Wo awmA j :.mom a ep
«qZak
SOPUc Tanta
APF9CAAT
�o
6�
Ieaob(ng Ayes:
\
O \
(4 /1Mwb z e % z _Ry +
(4 bdv b z
\
"
A
A1,4
CD
LOAM sQb
/o YR 1f3
IeaehW Area Design C:apeottr
55 3
/� {Z
95:1
13
/
"►
Sauih YarZoory A(A
l2 IZ(7
89.2
C
MBP. "Ar5
S
\
ESCAGE
SA+•rff
pAMP
tei
\ Emyt
,
Ce tob
BLDG
#39
t
CS? \8aszzt
Existing 5
Bedrooms
$
^�
TOFEL=10o•j
,
,
O \
4* ftwffmd met a%
01OWWROla - M% ICA/29� Zo r *
Ime t: 1brOlMMk 5u11 tvv I
oi�Ad'S.. vP 1 -if'i
o
Exist Inv
l
Prop Inv
_=C7 $
/
/
/
/
TBM EZ = 100.00
(Assigned Efev)
Tap of Cane Step
`\ Patio
�.50PAo
9
R
,00
�5
DESIGN DATA
Nambar of Bedrooms:
DEEP OBSERVATION
Garbage Crmder.
NO
HOLE LOG
55 C)
Wo awmA j :.mom a ep
«qZak
SOPUc Tanta
APF9CAAT
�)
6�
Ieaob(ng Ayes:
8ldewalr
(4 /1Mwb z e % z _Ry +
(4 bdv b z
"
A
A1,4
/a
LOAM sQb
/o YR 1f3
IeaehW Area Design C:apeottr
55 3
/� {Z
95:1
13
LOAM
"►
Sauih YarZoory A(A
l2 IZ(7
89.2
C
MBP. "Ar5
ESCAGE
SA+•rff
pAMP
,
Wlo/
�. C� t� ops
�fMd' A", n1 IiPNt,t
1
G Z mPI P C{�
.� .�,,0,. 5
B..
12
,
,
4* ftwffmd met a%
01OWWROla - M% ICA/29� Zo r *
Ime t: 1brOlMMk 5u11 tvv I
oi�Ad'S.. vP 1 -if'i
DWG NO. 2ipO ?4
DESIGN DATA
Nambar of Bedrooms:
,;
Garbage Crmder.
NO
Domign Now.
55 C)
Wo awmA j :.mom a ep
SOPUc Tanta
APF9CAAT
(mommom - nrya raw : mov
6�
Ieaob(ng Ayes:
8ldewalr
(4 /1Mwb z e % z _Ry +
(4 bdv b z
BettAar
7 ` f g
` rT
w s � � w►
Iced Tera' Aeoeptanm IWO (LTA : 0.74
IeaehW Area Design C:apeottr
55 3
(014.wa Am + boom Amo z LTM
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15 Stulaet Drtte
c�;R�ovi5F 0
DEc2270:
'TH C3EPT.
PRO -ECT LOCATION 3 "JGT.sn/
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Ass.' ssoxs M z LOT /8 /
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PREPARED BY
A & M Land Sef0,?8884
15 Stulaet Drtte
"►
Sauih YarZoory A(A
y`� \�
(508) 384-2713
J W
'
ESCAGE
DATE De - 7' �/ ivQt
,
REV.LsC�L
LOCUS MAP
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,
W > iA .� 0,1� N • M R
DWG NO. 2ipO ?4
SHEEN' 1 OF /
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DEc2270:
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