121.66 - Proposed Sewage Disposal SystemDLEP OBSERVATION !SOLE # 1
Tett Date: NOVEMBER 8, 2004;
Witness: Bruce Murphy, RS, Yarmouth health Dept.
urTTrnnetrn Rv Robert M. Perrv. P.E.
elevation
depth (in.)
horizon
texture
color
mottlings other
13.2-12.2
0-12
A
loam. sand
IOYR 313
EXCAVATION IS COMPLETE
INSPECTION N 2 - ENGINEER SHALL LOCATE AND STAKE FOOTING PRIG
12.2-10.7
12-30
B
loam. sand
I OYR 5/
INSPECTION -
PERCOLATION RATE OF LESS THAN 2INITIS PER INCH HAS BFETJ
10.7-9.2
30-60
Cl
loam. sand
IOYR6/6
9.2- 3.2
60 • 120
C2
fine sand
slight
difference `CT - C2
Parent material: Glacial Outwash, 1.akeDCO aeposLT
Depth to Groundwater: 42 inch depth ( elevation -9.7)
Perc. test data:
Sample taken for sieve analysis; Field estimated at less than 5MPI,
greater than 2
MPL See monitor well data for estimated high groundwater elevation.
12.9-12.1
" - INSPECTION NOTES
n
n
INSPECTION X 1.- ENGINEER SHALL INSPECT WHEN THE REQUIRED
1,I O U
EXCAVATION IS COMPLETE
INSPECTION N 2 - ENGINEER SHALL LOCATE AND STAKE FOOTING PRIG
d IC
v W =
TO POURING .:
'INSPECTION N 3 - ENGINEER SHALL INSPECT FOOTING LOCATION AND
J
W C
'
REBAR PRIOR TO POURING OF WALL.
N4 ENGINEER SHALL INSPECT W'HrN CLE AC FILL WITH A
u
0.e
INSPECTION -
PERCOLATION RATE OF LESS THAN 2INITIS PER INCH HAS BFETJ
p
n � �'
PROPERLY DEPOSITED
SHALL INSPECT WIIFN THE COMPONENTS
CI
INS .CTION N 5 - ENGINEER
TIW . FPTIC SYSTEM AND THE PUMP MECHANISMS F1AVT: BEEN INSTALL
ti
ti
F, Z Ft
84 -120
Z
med. sand
E `T
Ti
- LVV VJ IY�
TITLE. S VARIANCES Pl'�1P ZYSTEVT SPFCIFICATION
S '
MONITOR WELL LOG 310 CNIR 15 ,211 (1)MINTNIUNT SFTRACK DISTANCES
' PROVIDE A PRESSURE DISTRIBLTiON DOSING EFFLI'E]T rt'%IMNG
DATE INSTALLED III IL 04; CASING TOP EL = 15.1 NGNI) 1. A 6.5 FT. VARIANCE FROM THE REQUIRED 10 FT. PROPERTY LINE SYSTEM FOR RESIDENTIAL SEWAGE DISPOSAL 5Y'STEMSSPECIFIED As
FOLLOWS:
SETBACK ( STREET LINE) TO THE PROPOSED SAS. • PUMP CHAMBER -SHOREY MFG. S FT. INSIDE DIAMETER ROUND./Lit �� 1
DATE TIME TIDE DEPTH ELEVATION 2. A 2 FT. VARIANCE FROST THF. REQUIRED 10 FT. SETBACK BETWEEN H_20 PUMP CHAMBER W'124" ACCESS MANHOLE; USE 4 FT. HIGW f . f�
THE PROPOSED SAS AND A FOUNDATION (CRAWL SPACE} BASF SECTION f4 V fh'F_V 4T Ar1OLD, % I r THICK TOP.
12/1/04 I:OOPM Ii[CII 64 IN. 9.8 3. A60 FT. VARIANCE FROST TIIF. REQI'FREI) 100 FT. PLACEaINCH INLET KNOCKlir'T INVERT 4 INCHF5 BFT ENP'
1212/04 11:00 AST IOW 65 IN. 9.7 (YARMOTTIT) SETBACK BETWEEN THE WETLAND AND THE UPPER RIM OF B45E. THIS ALIAW'S A CAPACITY OF 432 GAEL
12/17104 5:30 PM HIGH 63 IN. 9.8 PROPOSED SAS. (10 FT. VARIANCE I -ROM THE TITLE. 5 REQUIREMENT ABOVE THE WORKING LF 1,TI_ !o \ 12/18104 12:00 noon LOW 64 IN. 9.8 OF 50 ET.. - PROVIDE A MEDIUM DUTY, CAST IRON RING AND COVER iOR
PAVED DRIVEWAY ACCESS APPLICATION. J s �n F`, =••'•e .ry
115105 7:30 AM HIGH 58 IN, 10.3 4. 64 FT. VARIANCE FROM THE REQUIRED 100 FT. (YARMOUTH) . PUMP: MnERS SRN -4;,PROVIDE QUICK —RELEASE COUPLING TNF I�
1 / 5 / 05 1:30 PM LOW' 57 IN. 10.4 - SETBACK BETWEEN A COASTAL BANK AND THE SAS. ( 14 FT. FOR FORCE MAIN CONNECTION.
1110/05 12:30 PM HIGH 56 IN. 10.5 VARIANCE FROM THE TITLE 5 REQUIREMENT OF 50 FT.) : LFVFL CONTROL AND ALARM SWITCHES SHALL BE SEALED,
1110/05 6:00 PM LOW' - 571N, 10.4 5. 5 FT. VARIANCE. FRONT THE REQUH:ED 25 FT. SETBACK BF.TWTEN THE M1L.RCLRV' FHAAi SWTrCJRe. CONNECTED TtiaolSCl A NEMA 4.
1/11/05 11:45 HIGH 56 IN. 10.5 WETLAND AND THE PROPOSED SEPTIC TANK JUNCTION PDX ATTACHED ABOVE THE CHAMBER HIGH WATER
1/11/05 5:30 PM LOW 58 IN, 10.3 6. 10 FT, VARIANCE FROM THE REQUIRED 25 FT. SETBACK BETWEEN LEVEL, WIRED IN LEC ACCORDANCE P WTIFI STATE ELECTRICAL CODE
THE COASTAL BAN'!' AND THE SEPTIC TANX PUMP SHALLSE. N SEPAICAL PERMIT MAYBE FRONTREQUIEA 1
1112105 1:30 PM HIGH 60 (N. 10,1 • PUMP SHALLSE ONSEPARATE EI•£CT. CtRCl71TFROM ALARM . R • E (: A
7. 1 FT. VARIANCE FROM THE REQL'HtF,D 5 FT. SEPARATION BETNTEN SyS.I.¢M...
GROUND ELEVATION AT MONITOR WELL - 13,2 THE ESTIMATED HIGH GROUNDWATER AND THE PROPOSED SAS • ALARM SHALL BE INSTALLED INTHE BUILDING SERVED NY Tilt
BOTTOM. SYSTEM.. Scale: I 111.a2000 ft.
DEEP OBSERVATION HOLE 02 • SET TETHER FLOAT SWITCHES AS FOLLOWS: (W/INLET T.NVERT.
Test Date: NOVEMBER 8, 2004; ELEVATION PER PLAN) j ( G E N L7
Witness: Bruce Murphy, RS, Yarmouth Health Dept. PUMP O F a IN. ABOVE TANK BOTTOM'
• 'PUMP OFF" 6IN. A�VE TANK BOTTOM" -0-- PROPOS BD CGf.CTeDU2 UNC [rs ,] (i�3BC RtSGRVG Atxt✓�4
PERFORMED BY Robert M. Perry, P.E. "ALARM ON- t3 IN. ABOVE TANK BOTTOM EXI�TT NCa CCNtT2� V R XXX FjO STING SPdT GL! VATdJS
TJTLF S NOTE • S INCH DRAW DOWN. APPROX 55 GAL / DOSE; '/
R
elevation
depth (in.)
horizon
texture
color
mottling other
12.9-12.1
0_8
A
loam. sand
OYR 3/3
CHAMBER. ADJUST FLOW TO MANIFOLD ACCORDINGLY TO
12.1-10.8
8-24
B
loam. sand
IOYR 516
•--�]
10.8-5.8
24-94
CI
fine sand
IOYR616
5.8-2.8
84 -120
C2
med. sand
slight
difference Cl - C2
• THE PROPOSEDF RTIAND CEMENT CONCRETE'
- w -
- WALLISINTENDE ASABARRIERWALI,
iq
PARTIALLY SUBSURFACE, WITH NO
2
STRUCTURAL REQUIREMENTS AS A`
!�
FOUNDATION. TOP OF WALL IS SPECIFIED AT
Z-
-u
EL -15.5, CONSTRUCTED IN SANDY SOIL, TIIF.
CHAMBER. ADJUST FLOW TO MANIFOLD ACCORDINGLY TO
WALL HAS NO SPECIFIC REQUIREMENT FOR
C3/
- • CONSTRUCTION BELOW -FROST DEPTH-. BUT
1 �"•'��
MUST HAVE A MINIMUM OF 2.0 FT, DEPTH, AND
•--�]
MUST BE BACKED BY AN INTPERVIOUS LINER,
8
CONTINUOUS 40 MIL THICK VINYL SIIEET,
• PROVIDE CHECK VALVE ON 2- FORCE MAIN INSIDE CHAMBER.
APPLIED PRIOR TO BACKFILI_
♦ , REINFORCING ROD iS NECESSARY FOR CRACK
j
CONTROL. Two CONTINUOUS LENGTHS
'
(LAPPED) OF f 3 PARS SNAIL BE SET ALONG TIME
+{
ENTIRE WALT, LAP SPLICE ON BARS SfIATL BE
r
NO LESS THAN 6 INCHES PROVIDE EQUAL
1. ELEVATIONS REFER TO NCVD. ELEVATION 13ENCMIARK IS THF TOP OF TIfE rXTMT NC HOUSE
SEPARATION BETWEEN BARS, W/ 2' CONCRETE
FOUNDATION. CONTACT CAPE COD ENGINTFRING, INC FOR ADDITIONAL fLEVATION INFORMATION.
COVER OVER BARS IN ALI. DIRECTIONS. SEE
1 P(ANRFFERENCE:-SITEPL°ANOFLANDPREPAREDFOR53THACIERMIMEROAD'PREPAREDBY
DETAIL
STEPHEN J. DOYLF., PLS, DATED JANUARY 27, 2004
• KEY WALL INTO FOOTING WITH ADDITIONAL
3. ZONING D/STT ICT! P41
4 COASTAL FLOOD ZONE 'AIPF.IRMPANEL25WIS0MIDASREV,JI'LY2,t972 -
REINFORCING RODS
♦ CONTACT CAPE COD ENGINEERING, INC. FOR
/
7
ADDITIONAL INFORM.AT'ION IF NEEDED.
Iz �
• DOSES! DAY; 500 GALVOLUME ABOVE WORKING LEVEL W! .
TNLEF 48 INCHES ABOVE TANK BOTTOM. -
- w -
`MATeCZ L I M M
PLmFMSW I ro v L•SP.P'TK. T>w
Ft_
ITP -sr 1. oLe LOCATION
)-sz,j [MIZTY UNS:
®
• PROVIDE A GATE VALVE ON THE FORCE MAIN INSIDE THE PUMP
6,
P20POS60 DISTRIBUTION BOK'
Z-
-u
PQOMSED SPLIT" ILLVA770N
CHAMBER. ADJUST FLOW TO MANIFOLD ACCORDINGLY TO
7..
PRp�L.D SAS
L greater than 2 mon'
UNDt9";ZWN0 LMLI'ry
- MAINTAIN 2.5 FT. PRESSURE HEAD AT DISTALEND OF EACH
LATERAL -
O
pRoposeD POMP c"nMeFq
O
uL>'Q.. Vr6 (fr L/bH s' uN.T
• PROVIDE CHECK VALVE ON 2- FORCE MAIN INSIDE CHAMBER.
MAKINGCONNFCTION TO THE MICRO -FAST TWIT SEPTIC TANK.
• '" '- -
PROVIDE 113- WEEP HOLE ON FORCE MAIN IN CHAMBER ON THEY -
SAS SIDE OF THE CHECK VALV2. 4..e"6H•
GENERAL NOTES
• PUMP, SYSTEM PRESSURE ANDALARM SHALL RF. I F:S'I'to PRIOR.•
CE'
TO COMPLETION OF BACKFMLING ', ' -. '.
Y.
1. ELEVATIONS REFER TO NCVD. ELEVATION 13ENCMIARK IS THF TOP OF TIfE rXTMT NC HOUSE
FOUNDATION. CONTACT CAPE COD ENGINTFRING, INC FOR ADDITIONAL fLEVATION INFORMATION.
TANK AINTI-B[IOYANCYREQUIRFNIENTS
1 P(ANRFFERENCE:-SITEPL°ANOFLANDPREPAREDFOR53THACIERMIMEROAD'PREPAREDBY
STEPHEN J. DOYLF., PLS, DATED JANUARY 27, 2004
PRE CAST TANKS SHALLBERENDERED !JON-IIUOYANTN
3. ZONING D/STT ICT! P41
4 COASTAL FLOOD ZONE 'AIPF.IRMPANEL25WIS0MIDASREV,JI'LY2,t972 -
Parent material: Glacial Outwash, Lakebed deposit
GROUNDWATER ACCORDING TO CALCULATIONS AND TANK
s
ALL SEPTIC SYSTEM CONSTRUCttON MATERIALS AND PROCEDURES SHALL CONFORM To THE STATE
e th to Groundwater. 40 inch depth (elevation X9.5
p p ( )
WEIGHT AND LISTALLATTON PARAMETERS AS FOLLOWS:
I,i
6,
SANITARY COIF TITLE SAND TOWN OF YARMOUTH HEALTH BOARD APPROVAL FOR THE DESIGN.
TOWN OF YARMOUTH ZONING BOARD OFAPPFALS AND CONSERVATION COMMISSION PERMITS AND
'ere. test data: Field estimated at less t an 5NTPI,
MPI. See ata for estimated high groundwater elevation.
H-20 t FT.ROUND PUM1IP CHANITRF.R: SST, = 10,600 LBS., FULL
7..
AUT11ORTZATIONS ARE APPLJCABLE TO THE PROJECT. -
EXISTING SEPTIC SYSTEM CONSISTS OF AN EXISTING SFPTtCTANK },,ND LEACHING EDAMfUERS AND
L greater than 2 mon'
COUNTERWEIGHTNOT REQUIRED.
SHALL BE COMPLETELY REMOVED FROM THE SITE.
DISPLACF.M1TENT•9,S10LFIS.
8.
- INSTALLATION CONTRACTOR SHAIL VERIFY THE RENOVATED SEPTIC SOIL PIPE CONDTITON PRIOR TO
MAKINGCONNFCTION TO THE MICRO -FAST TWIT SEPTIC TANK.
H-20, 1500 GAL. SEPTIC TANK: WT. - 21,230LBS; DISPLACEMENT = 4.5
9.
AS FT. PERIMETER EXCAVATION IS REQUIRED TO RFMOVE THF. SURPACE SOILS AND OTH",
-
CE'
L'NSITTARLESOn TI(rEXMKCTFDDFPnf OF RTMOVAEISMINCRESSUBJFC[TO INSET ON. BACK
r S{/ FT. IS SUBMERGED; 4,118 LBS PER FT. 18,532 LBS. BLO I M, I FOR .. - - - - - -
-.FITC WITH CLEAN SAND MEETING TITLE 3 SPECIFICATIONS FOR FILL CONSTRUCT n1E SAS IN' ME..,._� COUNTERWEIGHT NOT REQUIRED. NTW MATERIAL- . -
• •--�- -- - 10 CONTACT CAPE COD FNCINFFRING, INC. PRIOR TO EXCAVATION TO SCILEDLEE SOI•NTRTFICATTON
PArC r 1_ 646 CONSERVATION NOTESC JNSPFCTIos IF REQLIP.ED.
y 11. INSTALLIR SHALL CONTACT FNR SYTFM
CTNTPR AT iLM¢OP:SYSTEM COMPLEnON FO5,
�.-•/ 7 �C tVFRTMCATIONANDAS-Btll.TMITASITRI%GASRtQiIRFI), '
--'�- \• / 1. TETE WORK LIMIT SI(OWN SHALL BE FTTRD ry 1L CONTACT FNC(NEER IF ANY QITSTTONS OR DOUBTS ARISE PYt. ntNr SOI, CONDITIONS
-- w �`" \ Ei,•} /6 S-� (!�/rTJG (/c t/< �,aLn.w,�WITH A SITE FENCE AS REQUIRED BY MY G ENCOL"NTERFD D'U'RING CONSTRUCTION
(,t:Nk' �R L- \ CONSERVATION COMMISSION. THE rENCt - P 13.'NOKNOWNWEiLSEX/STWfnIN2MFT. OFTTtEPROPOSFDSTPTir SS'NTEML nTe 5t1T [4 SERVED FY
STIALLCONSTSTOFACONTLNUOUS STAKED,w 3� n TOWNW'ATEW
DUG- IN FABRIC SILT FENCE. TIEStLTFENCE \ 14. .1AIL M2 if SrDM TAN SAS SI(AILBE OF TUE CLF.ANF.STV'ARIFTY, DOCBLPW ASHTD SM;T(•T TO
SH.AIL.REMAIN IN PLACE UNTIt.THE `FITTON
y X N D\ DISTURBED GROUND IS STABILIZED I C IS. THE SFPTIC TANK SHILL OF COMPATIRIX FOR A" MtC'RO-FAST 1Lff!V7 kLF T ATODL'tJ_ PROV WF AN
"7X r + S' �'' K \ COMPLETELY. PROVIDE ALTERNATIVE SITE j',, t%SFRTTYTETANK II -2A. SFE TUE DFS[GN5PFCTFR'ATHON: BEI,ULt...
- j---� \ 7 t, 4/1N . FENCE SL'CHASHAYBALESIFNEEDEDAS C 16 ACOVCRET€SARR(FRWAI,LriFFQl'ITIEDTOMFF.TTIIF.nTLESSLOPERPQt•TRYN.TN7, nEFBARRfrR
j \o DIRECTED BY THE CONSERVATION WALL SItALLBE FACED IAInI NATIVE FIELDSTONE %IIFRF IT ISNOT CONTMITFLY MASKED WITH
COMMISSION - -. �VFGETATION. TTIF WALL IS NOT A STRLCTLRAT SUPPORT W ALI AN -ON VSTBEDFVFLOPFnON'l.Y'TOA
_ - \ + N
- 2. SEE LANDSCAPE PLAN BY AfTCHFAE F1LROr T SUTTABLF DEPTH TO RESIST FROSTAMON. STED€TAILON(FOSCSFCTTON PROVInr RFBaP FOR
\G \\ AAD:4.CSOCI.I TES FOR NAThT RxSTORATM1T -.. „i CR.('.•rnN^,vn•n eY orU:-, .,; ..uC:. ."`,L .: .o:. �....../,`sLY Or. In.nae,e 6T
ANTA )((:VIDE FOR
\' 8ARAIFR WALL. EROA7FHEVAnON 13,1+1 TO F73 YAnON•70M OLTRlAP SEAMS4i'[ AND1NF
•^•
r,p -�` 7' x 3. NO CONSTRUCTION -RELATED ACTIVITY tS;, ^�' APPRONTD ADHESINT ON OVERLAP JfrNTS.
,2 rg ROOF RA SSHALL BY EUS FOR W
�.,rH: • S t SHALL OCCUR ON THE WET(AND SIDE OF THE
LY
FD
z/ 4 ROOF DRAINS SHALL BE DIRECTED TO h i. 4 - DESIGN DATA
_/^'" J' r✓f t L J^ G 1 �\ l- L[1'DRA[7.IC 1.0.1DiNG - 2 BEDROO'.NIS ?i i IOC' D'I,R = 220.0 GI'D
YY/ 2NO ; /\ STORMW'ATER RUNOFF CONTROL - p. N
S. i, .• 7-O U E r r / \ 5. NT3l off LOAM ANDAL SOIL ISML SELD WWEATHER 1 `ING SHALL BE..5CPTIC TANK DESIGN .
ACCOMPLISHED BY APPLICATION OF Yn!LC}t
{ _- I rCdoR ADD/s, 40' lz��0 - 200%X 220 CAL=444 C,AI,.- TROVIDF 1500 G ALLON, 11-20 _.
X i zs' " cz•sf L =
12.4 t,H PERMITTING t> �' SEF. PROFILE FORAC'f:F.S$ COV'i:R SPECIFICATIONS)
T. P �o ` - 1
y ° rq h1 cc L Z 6. REFERF ERFORDEROFCONDITIONSByTHIL t FUAIP"IANT CI'R5FT. DIANI. ROUND -11-20
5 p• ,(-'� Jz YARMOUTH CONSERED VATION
ACTIVITY BY THF
�( `, � � �' C�+.I•�S:' x YAxetoL^rH cVTNs€avAnov coMMMLcttoN. SEE PI'SfP S'?FClF7CATIbkSFOR Pt'6TP SVSTFSt DATA
SAS DESIGN
w PERCOLATION RATE - LESS THAN 5 RTPI
36' ga !+'
1 LANG TERNI HYDRAULIC LOAD RATE s 0.74 GAL/S.F.
1 s-. �•rR-_,rr" (.s I / I BI F VYITII BFD-TS PF SAS -
A
RENISE6LKPR[L 30 2005 - ADD DIMENSIONS FROM THE HOTS£ TO BOITONT AREA - 50.0'X 6'- 3no.0 S.F.
LOADING: (300.0 S.F.) 0.74 GALISYMAV - 222.0 GPD
t I r Y s r WORK LI -MIT; ROOF DRAIN TRENCTTES STTOAVN
vv
F,r/sr I pm,..f,•r„� _" --. REVISED -3/4'15 ELIMINATE FAST UNIT,L'VLJ!eIITUNIT,800A' VA`I'1'R TOTAF,PRFSCi11\G CAPACITY=222.0GPn
oc. r�J-1 t 13 >< £? "�•---_._. PROVIDE BED- 71 TE, PRESS!'RE-DISTRIBUTION' DOSED S AS, SO IT. LONG X 6 FT.
van v �� / MAl\,PROPOSED GAS SERVICE
f VIDE WITH A 6 INCA EFFECTIVE DEPTH. (SFE: LAYOUT ON PLAN.} USF. '/.^ TO ! Y::"
\'� � o -� DIAMETER DOUBLFAVASIT I) STONE Iti THE BED. SET TO THE, SPECIFIED -
�l V ��` _ - ELEVATIONS.
14x8 -i 04,E Pt:O�OSE L' /fes • -
-1�llF ~I0 remVCE k's �- / FGAe�� /Erjsr/,v v,avEMf.vF-*JITFDFS1C,kIS!�OTSi'>TARFF.F'ORi'SF.W'iTIIAG.ARRAC.EDTSPOCALI'NtT
3 /i *DESIGN_RrQUIRFS A DFFD RFSTRICTTON FOR TAN'O BEDROOM CAPACITY
Sf/0 RE R U L REVISED 1 / 13 105 - lUrDATE MONITOR WELL FOR WITNESSED READING
ON JAN. 12; BARRIER WALL NOTE -
�_ ,5
PLAN SHOWING PROPOSED
se Pt i c s Ys -r a M •P12OF I L E /�Q SsvRE /sem/��r pO=/^i4 - rro� s.9,s__ SUBSURFACE SEWAGE DISPOSAL SYSTEM
FOR RENOVATION AND SECOND FLOOR ADDITION
MANI-IOL 6 COVER-MRN.07P-za• "F'"' "'P '"' roP of w�/ i TO AN EXISTING SINGLE FAMILY DWELLING
/ /J./1 ET � - - /S•�SO
FINI=SHED G20511DE 2I't,'S PrrvG r CeriF-R Top,_ T'E ,_ty _ ,N cvF4 BOX AT
, _ ,':. _ _-r-I:^s r•�r P 6 3 - - _ _ _ _ _ �FixEG
IT _ _ „ _ _ „ _ „ R SHORE ROAD YARMOtJTIiPORT, MA
T•//.ls' ...--_.. - - --- _ , . ---- r (Z; / ;£� L.nrF.a/?GS w.ry PE.oFoao7•iNvr ct.:no ® / 1
._. . - - ----' sem._
•� 4,�n.e f/rLa S' 11
71I „ _: • • • . ,, SSESSOR IAP 121; PARCEL 66
�j • 4 PREPARED FOR
//.OD i' - `b.e a _�_ a <,_ •, Q . e.,. ..o'•.r. D'!� `• -
�p �.�---- L .� • • o /Nva /so AL JANET WEATHERBE`-
INN.• //. SO xa r >D r�3� 1 50 ' • `35p$q GO APO SINGAPORE
GAS 411VAt / S,oF- Y/FY-v .�J�o�J[..'' SITS C£y G✓c s�..er) I ,,{�
UAFF/� �o��d R oN P.O. BOX 9022
Z S 1 , z ••§t s!c n c/.r 090
.4 __ Ii• �. z• �_„r , z' s o L WARREN, MI 48
O. �OP 3/4" j 7,. /QZ-1�H n�FS C.>^lTM- )2 �*L�-feats e 4, i BER 30.2004 SCALE -1" 20'
L�
IYz'�6T7�Ne L� , V PREPARED BYE
OF -Low TANK M _ _ � �,:. p v .P,, A a e 4. 6" ,�s E,�_14,5-0 GIPECODENGINRRY.PE ,ANG
r 41�, . �.' .. ..A..,. 6 4 . • , 6. T '.. -6.. I ---��� ROBERT M. PERRY, PE
-o a •I- ,s N - A ,'Ar M C \• . . - 3"j6 /LUN/FCt.D ¶ ,'I 50 LELAN'D ROAD
A _ o /4., ro / f � ! 1' BREWSTER, MA 02631
More + >-v,�s•••'�O srevE C- w rr� EL = /O-�
ALL PI Pt= TO 6t P'•P'M1G P14 W_
4 0 T' V. C .TIGHT I TEL - 508-896-4351
,707µT. (,1 • /Sbp C•MA.LLo NS
PRCCAEa7 1M9,tF0iZCCP c=NCRETt
V%/ n S L3E/+/CN/> WFL L 1
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SEE P:/I+Jp SPECS_ //1{ C r