HomeMy WebLinkAboutUpgrade - Approved Septic Plan - 301 SUMMER STREET 8/16/2006 .......... ............. ....... .......... -------
24" 01A, CJ. MANHC�LE WSED
70 WITHIN ei" or F.c,,�,.'7.,,,
S-r" L.F�
r�fwv,,'' �ie;e,; 0, LOCUS MAP
N
DIA. SCH. 40 PVC PIPE
FORCE WAIN VVITH CARBON FICTER
F�G� PROVIDE VENT
6A (WINJ H l9c RODENT SCREEN SEE." LEACI�IING RELD NOT 70 SCALE
END SECTION FOR IYP�CAL
rc, qc Pva
OUTLEI BE'SET LEVEL SIDE SLOPE DETAIL
/-- RRST TWO FFET SHALL
4 l-36' MA)(. FfNISH GRAD,E TO BE
7 �si __ 7�',
-4`
9" AlfK LOAA4FD & SEEDED
(SEE NOTE 5) (Aw K, w it"a ola r,� c'el,rp
,"r f"1141�58 GRADE TO B�E
P�PE .3 3 36' WX, I i�, G= '(94,'ll
J� _1 2 O�� 1/18,"1319" STONE
4" 01A SCH, 40 PVC 11 - -- VA
S 0,02' F-TIF-T. (MN,) PRO 9 WN, 10"Of 3/4"l 1/2" STOhlEr LOAME-0 &, -SEEDED
R FEES
TE 5)
f NO (ld'
sw�iL '3LOP
2" cw" 118" "IV
1" 10 '?
-------- ...... 2A; MIK E OVER SY�TEV
................
12" MIN. COVER EL "j, `0
COMPACT FIRM BASEj' 14p
�L4_P T� IW= 417, W
A 2
IZ41 111
PROP.
........... 6,O� EL� J1
TEI E EL., . ......
i INV, "00
4-
3
UPTURN & lNrERCONNE
J+1 ".1-
LINV, er4
SCH. 40 PVC PIPE
;v i F��, /2' ST�ON
�Jlj V, '171 W
CT
()F� 3/4"T rIPE ENDS Wfl'f-f SOU.D 6
la,2�5'
0 (",ALLON COMBO
-T,;p �,, I l,jroa V, t4
"PTIC FANI�IPUMP FANK
SE
A�,,h��p rop, 5,1')'
... ........ .......... 7 FT,
.......... (?'yp�) (T)"R)
c,r',
v
'RUSHED SR)NE "'0
6", 314 1/2� C
ON LEVEL NATURAL BASE OR A"
Q111- - Ze will--.AF-
SEASONAL
c MECHANK,ALLY COMPACTED SO�L
H16H YVA TER-
6", 3/4 f/2" CRUSHED STONE
3/4 1/2" CRUSHED S701W, .........
ON ILEVEL NAFURAL BASC OR
ON LEVEL. NATURAL RASE OR
ME'CHAPIRIAiLY COMPACTED SOIL MECHANICALLY COAdPACTFD SOR.
Lf.',.ACH FIELD
PROFILE 24" DIA, Cd. MANHOLE RAISED END SECTION
7`0 WTHFN 6- Or F.6� N.7,,S
I-f: 11 =4
V: 1 PUMP NOTF!; (PUPOP TANK CONSOWUCVON AND
INSIALLATION SHALk CONFORM
7 7
v
4 DIA, ......4__.A__ -Ak_01A� SOLID TO 310 CA4R 15.231)
Y I 4v S��,W 40 PVC FORCE UMN I §�'ump
WLET PIPE- SH&L BE SEWAGE- PUMP CAPABLE
OF PASSING '1 '1/2" DIA, 50LIDS AS MFC, m/ 1_1817RTY
T' PUMPS, BERGEN, ICK, 40 GPM 04j,,4ATDf? OR APPROV0
4J ALAV QPJ ........... EQUAL (LE ;Lef��IsEnL-s)
............ OW PVC
275L 'HECK VALVE" &
ELI
BLEEDER HOLE
2) PUMP SHALL BE INSIALLED ACCORDING TO MFG, SPECS N 0 TE,�S
& RECOMMFbIDAVONS,
Pull't ......
3,) HIGH WA7ER ALARM & MANUAL OPERATING SWiTCH SHALL
i t"j G,
FLOAl'
BE WSTALLED IN ACCESS0C 4,04',ATION INSIDE THE
Y SMTCHUS DWELLING.
14FAVY 0brTY 1,) ALL F-UL TO ar- IN CONFORMANC`E WiTH 3�10 ChdR 15_25,5
i 'a r r 4 v
oA V-1 5f.WAGE PUMP 4�) ALARM SHALL BE POWERED 19Y A CIRCUP" SEPERATE 2.) AIL STONE 1`0 BE DC)UBLE" IVASPED AS N,F."CESE,,ARY AND FRE''E' OF l'iRON, FiNES, AND DUST,
PUMP �,Mf FROW THE PUMP POWER, 3.), THIS SYSTEM IS N()l DESK.3,NED FOR USE Wf'71 A GARBAGE (3RINOER.
EL
(L W BOTT' All WtErf,; & OU11ETS SHALL BE SEALED WtTH 14YORAULIC C�,-Mr'la. 4�) REMOVE ALL FOPSOIL, ROOTS AND' SUIRSOIL AND REPI.ACE WfTH SPECIFIEI) F)ILL Wn,��fu��
42 E 1�� J, 9'S, e
6,) PUMP CHAWBERS SHALL BE Sk.'�ALED AND SHALL BE WATTI?rIGHI,
_r Of SYSTEM, FUL S�[ALL BE IN CONFORVANCE Wjrp� (,"MR
FEE
5 1 5_25 5 (J),
� ,5'3 6`3
000 0 0 0 0 0306c, O )DOO 7,) ENER6ENCY STORAOE ADOVE "All.ARU ON' =_ZA
5.) MilER MATERIAL ovr.'R 7HE "Y"TEM S14ALL BE fRt,"E' ()F "'A"', STONES, MASONRY,
"22.9-2 _"pn,2 S.".9 -Ll'! &2 nCif.NT FOR 24 HR. STORAGEIrt.,Bmw )WLL
a 4'.1.GAL,IDAY, SOF S?VMP�3, OR WA!,-,FE C('�NSFRUCTION MATEAH,4L T1 t TOP
0 110 Gpr).1Bzwm. -=,��h�Gpo. 41' SHAIL BE LOAMED AND
E�URFACE' SEEDM XIACHINERI� iiVHICH MM' CRUSH OR OfSR)R8 THE ALIGNMEW7 OF
16 1/4 9 �,12 CRUSHED STONE 8 PUMP IS SFT TO DOSE SAS TWES PER DAY� T14F PIPES J)V T�,,IE DISPOSAL AREA SNAIL NOF BE ALLOWED
�ON LEVEI STABLE RASI.-7 OR MECHAPUGAIlY
COMPACTED 50U. 6 DRAINS ARE7 NOT '1 0 BE INSTALIED MMIN
�1_ F?-, (,,)r FHE Sr,,P71c. FAN!<
NOR W17HIN LL&L, FT, OF ITIE ABSORPRON SYSFEM', 5��-rl,��, �MpAklfj
............
ALL PIPING SHAIJ BE' �4" DIA, SC'11EDLILE 40 PVC, ALL JOKIS SH'ALL DE WATERTIGI-17.
-------------------------- ---------
LE40=SERIES 8.
2
................ PROPER7"Y I JNES SHOWN W�f,`RE TAKEN FROM E)OSTING PLANS AND RECORDS,
UJIN11muu 20 om, 24' CJ. MANHOLE
_fON OF EXIST014G OWDERGM)ND U111-fRE'S WAS
9�) THE LOCA7
TVAK'CN FRI)kf EXISTING PPLANS AND
RMSED FO WITMN
cirmour covv�
PEERFORMANCE CURVE I
15,150 RPM RACES' In
24 6" OF F.G� Rf� CIRDS OR' F�ROM FIE1 D OSSERVA7 'I'�IS AND &4,ARRIP�G,.; AND ARE APPROX04A TE
T
Ilk, 16' 12" THE,' CONTRACTOR Sf�,IALL BE RFSPON,311311 FO,�` VT`F?iF)'1NG ME E,X,�A(71- 10(7,4170N Of All.
F .,DON BEG0NIS, 59E OlESIGN SHAL�,,, 61- NClTh"IL0
EXISTjING �JTII ITIES BE" Ofx"C' CON_'5Fr?U(
4
C()NC DBOk' ;A T REMIL-D)AL ACTION CAti UE TAKEN,
L'Y OF ANY DISCREPANCIES SO
IMWED/AIE
�500 GALLON
UMP CHAWRFR
3
34,'h"Fli" Thl/A 7 Ah' AS-,', Ull� 7' SUF"�E',�' t,,/,,�'O,�
r."Ota-ruc
�0 GAI I ON C 10R, 'SHAU, NOTIFY ME 463,
f%i, "vif
Af TOPI
SJHA�A BE A , A
AS PAA,"T 11")F THE
PLAN Si4M ,'
BE WCLUDE(_
PLAN VIEW
0,04
FOR THE REPAIR (OR IJP1C,,'R,ADE) (')�7
S)"STEMS,
r ME
THE EA'ISTING S,A,S, AN SURR()
24" DIA, CJ� AWNHOLE RAISED (i) wA, iNLF,
r2-jw% ANT UNDESLYING SPOh ED SOiil SHALL BE EXCAVA70 AND, RE-440VEl')
4' D&L PLASPC 4" 131A. PLASM m4, ccivi."R RE�/ER iT �S
NPE SCAL PME SEAL WITHJN FT. OF THE PROPOSED SYSTEA4.
cj� 70 BO (6 H w) ......
IN 0;1
2 11 �W 40 50 /V FOR TI-ff RfPAIR (OR UPGRADE) Of' SYSTLMS, 1HE SEPTIC T,,W0,
-l�inns Per Mmiu�v SHALL 13E
U S f,;, . ......
UTLETS PUMPE'DI AND, E'JTHER PLh14CT'1!,fRED A T THE M MIDI FILLEE) "1114 SANv
7R
------ DfA, 0 OR COLLAPSE).) AND REMOVED
'J� 5
_J /TYP.) ISM SffF,
0 1 4 4,'
I INLE
NO AN CAM l"J 4 �4 e j"
4 6
15 NO MI'E"7 i EXIST $VTILUN 04'� OF P IE PROPOSI-V SYSTEW
F �%,Or
SM-1 11-3" VENT 16 ) 'INIS SySrr,rlW
I Will K1, DMGN, ALL MAiERMLS AND C10Afi�)ONE147S AN() ALL INS7ALLARCIN
all
- -------,-Nr SHALL BE AND ARE INTlENDED, TO BE" IN FULL. C'IONF�,)RMANCE WlTh� 7771F� �i,, h4jjqlIMUA�
REQUIREMENTS FOR THE SUBS,11,IRFACE DISPOSAiL OF' SANIIARY SEWAGE, J1(I c-MR
l��k,7r KAUS��
3UPPORT 4'3' .LS
// GAS SAFFLE 15.0011 rHROUGH 15.5�, 5�
A,
-7; (T)?
7
AJ DESIGN CALCULATIONS
c?$ el 14 r) 11,6 ez, ,,,j &1�
14 SECTION
N(,)'TF': ALL, INLETS & OUTLET-5i SHAILL BE SEALED
SEP77C TANKIPUMP C HAMBER WfTH HYDRAL)LIC C,EAOENT� 0,15TRil'BUDON BOX'
P DESIGN FLU
3E WA7ERTIGh'T
1510PI500 GAUON COMBO DETAM BE'DR(0AIS x L 1�6�
DESIGP,� PERC' RATE: 2,
SHEA CONCRE7E PRODUCTS, �N(l, ITEM #TK--00rK D-BOX DETAILS
NOT TO WALE SOU. CI.ASS,�
'ALE
NOT TO SC
SEPTICIPUMP TANI( CONSTRUCTION AND INS7"AUATION SHAIL
CONFORld IN EVERY WAY TO 310 CUR 15,223 DISTR�RU�10N BOXES SHALL S!E CONS)rA119,�,,7LO *#40, DES'k3tv FOR LEACH iiEtD (S�E' IHF,mi.)
'k 15�228,
thl"51ALLED IN CONFORMANCE wiN�, 3io cwiv,,, Y5,232
AND 15.23f UNLESS OTHERWYSE NOTED. CON.�,TRUCPON AND
<< >1 T�
PLACEMENT OF' rEES SHALL CONFORM TO 310 CUR 15,,:�27 MSFRIBLITION SOX SHALL RE WATEFIT'XG
Af?E A REQUfRED GPO
�3AL
V
S F,
11"'AChONG AREA iWOVUDED�� -ze"",
DEEP TEST RESULTS L N
':'E
14 PERC TFST RES1,11JIS"'I"
p"T%Tl- �1.144,7 F'� A,1,,
r2j 21,
IT 6
e c, z?e�,� rz,v 7 3
(),N WA'r' 9,
�Nv EL�= D'K THE DEPARTMENT OF EN0RON�ICFJIVAI 0117'�
f 10N AND Th(A 7' P"If ABO
........ ........ "I
00`7H A NiA, YSiS WAS PE-RFORNIE RE., PREt
BY' ME C�� NSISTEW' �AIITFf N�E" FRAU,�Y,4 G,
DEIP
E'XF1!RN5E' ANE) EXPERIENe,"F DES�,,�,)R(RED
14� DME S�10A P`�' RWE 17
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IN RECEIVED
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FVALUATOR:
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SCALE: 20 101 MERRWAG,
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---------------------------------
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masumsm .........