HomeMy WebLinkAboutDOA - 139 Merchant Ave - Septic Design002T FLOOR SLAB t. 4., SCHEDULE AO r.yg r;rF
CONCRE E Yr. r., �r cr nT j R rr7 ,� T
.+:i:sn;.__c " ELEV. _.33_MAX.. ,
MIN ?;B' `FR FT. 1 I \-I_:PAM A.NO SF£0 2 - D IHJRIZ TEXIL E,_. ..L,.P F MCT1. 0 1E2-
t _.. ..
--- - / rCLEAN SANS 8 2' O -1O' i O/A. :LOAMY SAND ]0YR 412 NO _. -ROOTS_
-- M 1--�-. _ , I WA Gr.r CfntJE. j
�1 - _ _ - L'.-- - ELEV Lt OOMAX`
4' } r _ e . T E4.Eu.:^ 29. `'O MIN: .10-30"_..B _.11❑t�Y� D_ IOYR 6/B� NA.. I_ i
4" CAST IRON r!PE �.._ AX_ .6" AX.
(OR EQUAL) I,A!rJJMUM - '� -i-- 1, < ._ _. r�_. kf .f - �, ..
j �r- -- -
DI /
z y 30-120', & J COW SAND 110YR 7 /IS I NA
DEPTH
HORIZ
TEXTURE
SOIL' TEST
MOTT.
OTHER
0-t0'
BExcHI�ARx
LOAMY_SAN
OYR _41
NA
R E.
.24--132'
�_1CD�t
ZO FT, MINIMUM FROM CELLAR -----� - -
SGII TES' DONE B`I CRAfG _SHORT, P
TOP Of FOUNDATION
.,_ _-
!0 ET. MINIMUM FPOM SLAB OR CRAWL SPACE I
-
^Air nr SOfL TFST '3/1/2006_- WITNESSED 9Y AMY._XON_HONE:_._
33.0
ELEV. = -----
(N.G:V.D)
10 FT. MINIMUM
I
CONCRETE
-,
A T 1 r N c I
RSER\ )N F! F, = 33.0 OB<;ERVATION t , 2 ELfv x 30.0_
--
rrR,•O1-P rnN PA TF < ai N 'PY'H ^ T 48-60" W I+FS PFPCOL:ATON RATE < 2 MIN INCH AT N A
1_INCHES
FIRST FLOOR
COVERS -
_ ---- _ __
T FLOOR SLAB t. 4., SCHEDULE AO r.yg r;rF
CONCRE E Yr. r., �r cr nT j R rr7 ,� T
.+:i:sn;.__c " ELEV. _.33_MAX.. ,
MIN ?;B' `FR FT. 1 I \-I_:PAM A.NO SF£0 2 - D IHJRIZ TEXIL E,_. ..L,.P F MCT1. 0 1E2-
t _.. ..
--- - / rCLEAN SANS 8 2' O -1O' i O/A. :LOAMY SAND ]0YR 412 NO _. -ROOTS_
-- M 1--�-. _ , I WA Gr.r CfntJE. j
�1 - _ _ - L'.-- - ELEV Lt OOMAX`
4' } r _ e . T E4.Eu.:^ 29. `'O MIN: .10-30"_..B _.11❑t�Y� D_ IOYR 6/B� NA.. I_ i
4" CAST IRON r!PE �.._ AX_ .6" AX.
(OR EQUAL) I,A!rJJMUM - '� -i-- 1, < ._ _. r�_. kf .f - �, ..
j �r- -- -
DI /
z y 30-120', & J COW SAND 110YR 7 /IS I NA
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-t0'
LOAMY_SAN
OYR _41
NA
_�i0075
.24--132'
�_1CD�t
2ILD
1OYR 71B
NO
PITCH 1 /4 PER FT. r _..
: ELEV, - NO NArFP FN^Ot.NTFPF^ a' 10'
ZABEL FILTER _ F'< -' 23.0_ NO WATER ENCOUNI'FRED AT 11_--- ELEV.
---- _ �i }JT /?LAN 0 VAR UIW
.FLOW LINE --- ��--- .,
`- •.LEv. 29.00 ' 0" �] :_--- ,F�..._. 0n rn r-3 0 0 0 i �r'
j MIN. L v l "/ " ❑ 7, r' c -1 r? 4: E, 2 �- ■-4:� �--� DESIGN CALCULATIONS
/ n: :.1' F c1lair �. 'i.75 /�' L • __ _SGA ! r•yr,r. _ 'n/' rrf• ^,(/V9FR OF BFDR0,9415
rLFv. - 28_50_ AS E:Lry - 27.92_ ELE _ ___._. _ CT ❑ r1 r7 F1 ri F, F7 7.7 j- >'� �� - r _ ,--.�_ GaRFAGE D%SFOS�� _;'N N0, NOSJS(LOWED
_ _- .
RAFFLE DISTRIBUTION G r - - _ ,. r`rAL ES77VA7f fZ014
-_ _LEY. �' ',� n r 7 r0 n F n n r7 - n i 25.2E - (110 GAL ./27AY X OR.) _.6.14_ GAL./DAY
LiOu!o ouTLFT 80X DB7 MIN.} 275_ 4°1,°_. -:.:- I�J EAE. ..- / -�-
P H TE c PA rI _-_�. F _ L{ 4rC1/'FFD SE -/-7'r' r`ANk' C4fAClTv iSflO CAL.
-4 _ H - (TO R._ PLACED ON FIRM.. S TO �.,A;A.rtp TFSTFC i' 1. �_ �`�.... %S'�'.. a 4 ws ,r "I AC7ZJAL SEFPC ;Avh `ArJr.?To _ G4C.
4 FEET INCHES ff MnRE T 4{ N c)NF 0.1 _E " 0" , 7 �ti 1 W snL C@AS5/ rCa Cr: _
5 FET 9 INCHES T * ;_ tR ,;41[0/1 i� 1it5 N c, r 4
6 FE T. 24 INCHES 1500 GALLON Tn OF ^' a,CFr neJ riPM BASE i ,fM AN 1T• X..3'.i.S' X t' ?>*E/b'CN rORV ':vv OFD_ _. NLA - :..`T �/. ' �` 1.'. DESCGN FEACOL.4 ^ON aaT _t5_ VIN IINCH
7 FEET :. 29 INCHES I . ) !`�,f�' _ `"` -' j. £'T_LUFNT LOAD'^dr BATT
SOIL ABSORPTION -{ �1)F`- , ,` _iL14_ G0 rr,AY/SE
8 FEET 34 INCHES I SEPTIC TANK /4 /2" CLEAN LEACHING. AREA _64SL SlJ, Ft
� 1
Ol'R! E WASHED S10PJE - I '
rREF Or rINFF Ar SILT SYSTEM (SAS)_:..._.. .. .(. lrACN.iNG CAPeryr1 _473_. GAL/DAY
S S �F as F WP TAR F!_ 640X 0.74
AT
G OB L ,..E E' H! -A 'gas I �a-6F9'v?rLEAC441h'r rnnei_473. ... GAC./bAY
SEWAGE DISPOSAL SYSTEM PROFILE ^PSFP,•'ED WaTra TAeLF f F•
I, T T.,. :All POTTr1M Or TFST ia". Ftr 10 .. / •�
_ I NOTES:
LO// ���� __.�. r -AL W RK AN AN MA FPIALS HAL CONFORM
T P, T' E S nrir
�� L O M SH r n T SHALL ON TO n
._L".! _ _- .. ._I, \ r. /�'! .__:._. THE TOWN RULES AND RFrlp AnOnIS rOR THF SIIR511Rr'ACF DISPOSAL CM
SEWAGE.
\\ 52-7p /� - / .. \ q / /' A/ L� A4 ' LEGM: %"..ALL COVERS TO SAN'TAPY UNIT,''-, SHALL RF RPOIJ,HT TO 4MTHIN 6" OF
,_780 S.F_i C \ ;Y �L f ./ �t i'Vr..... % TO)IN WATFR --." _". _ __. cIN!SHED GRADE _
• 26.46 �. �•.� - WATEP. SH'lT-Crr 4s
Wer T ALL COMPONENTS Or THE SANITARY SYSTFA SHALL BE CAPABLE Or
( 32 9O I �' l /A j' _ 7 T r
qy ! t �/-1 �t l�'- J FR /a!'•- W^THSTANDING H-10 LOADMr, UNLESS n4FY ARE VNDfP OR WITHIN 10 F1 OI
h ♦,' '•AS LINr - _ -- DRIVES OR PARKING AREAS H•-20 LOADING SHAIA RE USFO UNDFP O? wrH
ME FP. P,7 10 FT Or DRIVES OR PARKING AREAS
`V '0 A: I j. GAS 'VALVE1fM' e ANY MASONRY UNITS USED TO R91N!= CO ✓EPS TO >RAr)r gHeLl. -.AF MOR1Aa.1
33.79 A FLEC PIS LIME r _..._._ e _ _ IN PLACE.
3a.tt - - 4: N0 DETERMINATION. HAS BEEN MADE AS TO COMPI..IANOF W'TI+ DFEDE'D OR
FI ECTPIC MFTFR S
30.99 ZONING REGULATIONS OWNER / AFrLICANT IS TO OBTAIN UCH
FIEcm, Ahy
ncTERM!NATION FROM ArrROF'RIATE AUTHORITY,
R ELECTRIC M" p
�r - / '� �.. �n .- - O /-� s. UPLITIES. SHOWN ARE AF'pP,O*'.tM.:ATE ONLY, ExCAVAT!ON CONTRACTOR IS TO
^� 3 81 5..7,x? / •.Q,p p,, •- CATCH BASIN.. ,�? CALL "DIG -SAFE" Al 1-E?81!-'34.4-7233 AT !FAST 72 HOItRS.r�RIOR TO
7 `L> A \.� / - + � �Fp 28' e ? 6FSSrOOI COMMENCING WORK ON SITE.
aj
a. r a 8 LEACH r1T ; CONTRACTOR IS TO VFRrry GRADES AND FLEVATIONS AS WELL AS Si TF
32.58 '�� �J �' `'�., j r n IT .- 'G _0 COND1T oNS pR!OP. TC CORAMfNCNG WORK ON SITE:. ANY VARIATION ,, TO BF
PkOPOSFD 3' Sym ~ ` 1 T / c1 f.A J 1
_.. � p n - FyicT!N� ter., ' r e TI�.,I v �+ n e ..0 0 THE EN n TH I . N H F IA MFDIATfI.
37.20 D%A lFiS f-/ X17 J.. `S` -7 .L2,�h _.. �� - t-�!c,T"Ir .�. Ar,c EHT T aiT �tr.i !)C r f1FC Mi F rL F F e v
9.7 A U
- ,ice:„ r rr> n __ X rAR! EL IS IN. r. Onr ZONE _._..L'_:..--- -
_,V 4' F Jf !-ijNF 1�� �. rab ^r`FjJ �. L. 75.15 rin!e, I, rr F F " "N �=, - L Ct s`Hnydnl ON A_cEca>nnq \�nr R�P�Cr!r :Cr �.
/ / ...,.TABLE ^ EP�r.i c�i4I':. ❑ REI^?nE. n r ..... . J.c AF„
CO/,,,%ECT 7 ~ e 40 e" ♦ K 28 < i r. , r r ` .M _ V.N, IJWA OF 5 FEET FRtne AE+7UND THF Sr3n_ ABSOac 1 (v ,.5 -M. C, B
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MANHOLE
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93.01
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PArERI
290' 971 DATE
_
2905 �_ i PROPOSED SEPTIC DESIGN
14.6+. ! i / 2138 R
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