HomeMy WebLinkAbout83-1712 - Sewage Disposal SystemDEEP OBSERVATION BOLE #I
Test Date: NOVEMBER 8, 2004;
Witness: Bruce Murphy, RS, Yarmouth Health Dept.
PERFORMED BY Robert M. Perry, P.E.',
elevation
depth (in.)
horizon
texture
color
mottling' other
13.2-12.2
0-12
A
loam. son
I OYR 3/3jj
EXCAVATION IS COMPLETE
In
7
B
INSPECTION $12 - ENGINEER SHALL LOCATE AND STAKE FOOTING PRIOR
•'�
i
12.2 - 10.7
12 - 30
B
loam. sand;
10Y'R 5/17
-
10.7-8.2
30-60
CI
loamy.sand
IOYR6/6
difference CI -C2
8.2- 3.2
60 - 120
.C2
fine sand
slight
difference. Ci -C,
MONITOR WELL LOG 310
5 VARIANCES PL"�IP3YSTFM SPECIFICATIONS LOCUS MQ
310 CNIR 15,211 (1) MINIMUM SETBACK DISTANCES
PROVIDE A PRESSURE DISTRIBUTION DOSING EFFLUENT PCM PING
DATE INSTALLED 11112104; CASING TOP F[_- 15.1 NGVD 1. A 6.5 FT. VARIANCE FROM THE REQUIRED 10 FT. PROPERTY LINE SI STEVE FOR RESIDENTIALSEWAGE DISPOSAL SYSTEMS SPECIFIEDAS 1
DATE TIME
SETBACK ( STREET LINE) TO THE PROPOSED SAS. FOLLOWS:
TIDE DEPTH ELEV
ELEVATION 2. A 2 FT. VARIANCE FROM THE REQUIRED 10 FT. SETBACK BETWEEN PUMP CTLc%tRER-SHORFY MFG. Fr. INSIDE DIAMETER, ROUND
R -2o rt%tP CHAMBER W124- ACCESS MANHOLE; USE 4 FT. FHGFr f
THE PROPOSED SAS AND A FOUNDATION (CRAWL SPACE.). � BASE SECTIOvA/.4.VTr(iLT I7, -0L7 INVERT f INCHFa PFs nN.
ST 7'oP MOLD, W/ r THICK Top. j
1111/04 4:00PM HIGH 64 IN. 9.8 3• A 60 FI. VARIANCE FRONS THE REQUIRED 100 FT.
1212 104 11:00 AM Low 65 IN. 9.7 (YARRIOLTH) SETBACK BETWEEN THE WETLAND AND PLACE 4 [NCB INLET L.NOCN
THE L'RFR RIM OF BASF. TRIS ALInV I A LAtACI I OF4.V7 G41
5:30 PM HIGH 63 IN. 9.8
PROPOSED SAS. (10 F[. VARIANCE FROM THE TITLE S REQL7Rf:MENT ABOVE THE WORKING LEVEL -
12/19104 12:00 noon !OW 64 IN, 9.8 OF 50 FF.). • PROVIDE A MEDIUM DUTY. GST TROY ON G AND COVER FOR
115105 7:30 ANT HIGH 58 IN. 10.3 4, 64 FT. VARIANCE FROM THE REQUIRED 100 FT. (Y'ARMOCTII) PAVED DRIVEWAY ACCESS APPLICATION.
115105
1:30 PAT LOW57 IN. 10,4 1 PUMP, MYERS SEEM .4; PROVIDE QLTCK-RELEASE COUPLING
SETBACK BETWEEN T A COASTAL BANK AND THE SAS. .) FT. FOR FORCE MAIN CON'NEC ION.
1 /to M 5 12:30 PM lotH 56 IN. 10.5 VARIANCE FROM THE TITLE S REQUIREMENT OF 50 FT.) : LEVEL COtiTAOL AND ALARM SWITCHES SHALL BE SEALFD•
1 / 11 /0 6:00 PM LOW 57 IN. 10.1 5. 5 FT. VARIANCE FROM THE RE UIRED 25 FT. SETBACK BETWEEN THE
Q MERCYRV FTAA rtACME AB OAT THY CH%VRERRIGI MASA4
1 / 11 /OS 11:15 }nGF1 56 IN. 10.5 K'ET[.AND AND TfIF. PROPOSED SEPTIC TANK- � Jz'NCTIOv But ArYACMED ABf1VF' T1TE CRAMRER HIGH aATEa - r ���• I 2
1/11/05 5 W' :30 PM LO98 IN. 10.3 6. 10 FT. VARIANCE FROM TTIE REQUIRED 25 FT. SETBACK BETWEEN LEVEL. aIKTD LSI M,171,XDANCE WITH STATE ELECTRICAL CODE I
1 112 105 1;30 PNI HIGH 60 IN. 10.1 THE COASTAL. BANK AND THE SEPTIC TANK. REQUIREMENTS ELECTRICAL PERVTIT MAY BE REQUIRED.
7. 1 FT. VARIANCE FROM THE REQUIRED 5 FT. SEPARATION BETWEEN PVNIP SHALL BE ON SEPARATE ELECT. CIRCUIT FROM ALARM �> T t I�
SYSTEM
Parent material: Glacial OutW'ash, Lakebed deposit GROUND F, LEV'ATION AT MONITOR WELL. - 13,2 - THE ESTIMATED HIGH GROUNDWATER AND THE PROPOSED SAS '
Depth to Groundwater: 42 inch depth elevation =9. BOTTOM. • ALARM SHALL BE INSTALLED IN THE BUILDING SERVED BY THE
P P ( n StsTENt..
Pere. tat data: Sample taken for sieve analysis; Field estimated at less than SMPI. DEEP OBSERVATION HOLE #2 • SETTLTAER FLOAT SWITCHES AS FOLLOWS: (W/INLET INVERT SC0I8: I ln.92000 f}•
greater than 2 MPI. See monitor well data for estimated high groundwater elevation. Tat Date: NOV EMBER 8, 2004;• ELEVATION PER PLAY)
Witness: Bruce Murphy, RS, Yarmouth Health Dept. "PUMP ON- I I IN. ABOVE TANK BOTTOM L E G E N 'U
"PUMP OFT 6 IN. ABOVE TANK BOTTOM -F',i- PROPO5F-D CON70UP-UNE R ROFtDseo RE-jeeYe /A32E.A
lA INSPECTION' NOTES a PERFORMED BY Robert M. Perry, P.E. • -ALARM ON" 13 IN
elevation
depth (in.)
r`
texture
color
mottling other
12.8-12.1
INSPECTION R I -ENGINEER SHALL INSPECT WHEN THE REQUIRED
A
loam, sand
`t
EXCAVATION IS COMPLETE
In
7
B
INSPECTION $12 - ENGINEER SHALL LOCATE AND STAKE FOOTING PRIOR
•'�
i
T
TO POLnUNG
C1
W
-
INSPECTION B 3 - ENGINEER SHALL INSPECT FOOTING LOCATION AND
5.8-2.8
f
v
C2
REBAR PRIOR TO POURING OF W ALI.
slight
difference CI -C2
(1
0
INSPECTION R4 - ENGINEER SHALL INSPECT WHEN CLEAC FILL WITH A
O
UL"Awrtf�'(_,bHT V"',
PROVIDE 118' WEEP HOLE ON FORCE MAIN IN CHAMBER ON THE
PERCOLATION RATE OF LESS THAN 2 MINUTES PER INCH HAS BEEN -
;�
-,'^`- •' - _ ,.. .
�.
PROPERLY DF,POSITED
SAS SIDE OF THE CHECK VALVE.
i
.
-
INS .C`I N 8 S - ENGINEER SHALL INSPECT W'ID'N THE CONIPONTNTS OF
PERCOLATION RATE - LESS Tit AN 5 MPI
CrNFRALNOTES "
Z
THF TPTIC SYSTEM AND THE PUNIP MECHANISMS HAVE BFEN INSTALLED
-
1.
1r�
elevation
depth (in.)
horizon
texture
color
mottling other
12.8-12.1
0_8 8
A
loam, sand
0YR 3/3
INLET 49 INCHES ABOVE TANK BOTTOM.
12.1-10.8
8-24
B
loam. sand
lOYR 5/6
• PROVIDE AGATE VALVE ON THE FORCE, SLAIN INSIDE THE PUMP
CHAMBER ADJUST FLOW TO MANIFOLD ACCORDINGLY TO
10.8-5.8
24-94
C1
fine sand
IOYR6/6
IfYDRAtTLIC LOADING - 2 BEDROOMS X i IOGPD/ER = 220.0 GPD
5.8-2.8
f
84-120
C2
med. sand
slight
difference CI -C2
Parent material: Glacial Outwash, Lakebed deposit
Depth to Groundwater: 40 inch depth ( elevation -9.5)
Pere. test data: Field estimated at les`s,tpan 5MPL
L� ? 'iii \1 & greater than 2 MPL See monitor�flldata for estimated high groundwater elevation.
CONCRETEBARRIF WALL CONSTRUCTION ���' --- -_ -------- •�"-
POSEDj��44{{
♦ WALLISI.NTENDF.D ASABRITLANA RRIF.R WAIL, CEMENT CRETE W, Eve,
PARTIALLY SUBSURFACE, WITH NO ? ' /a•'� -- - -"' -- ... _ -� \ /�A�;C F L- ,S 6 14. CONTACT CAPE COD F!K/NFFRP:G, INC. PRIOR TO EXCAVATION TO scHrm-LE 50ILVFREFICATTOv
STRUCTURAL REQUIREMENTS ASA CONSERVATIONNOTES
171VPP(TION ITREQUIRED.
'«F ~'sf __ _ 1I. -INSTALLER SHALL CONTACTENCLNFER ATTIMT Or WVTTM CO�4METION FOR 55•STES1
FOUNDATION. TOP C ED IL SANDY Soft,
AT _ _ � � / 7 �C.- V Z c'ERT1FICATfONANDAS-ftLMTMEASt:RINGASRFQt7RFD
' .. F+C /LT/G f/. t �/1cn ,' D K Tn WORK
LIMIT
ASREQOWNS ALLBEF FITTED ` 1T CONTACT FNCINETRIF ANY QUESTONS OR DOIrSTS ARISE FFG ARI)INGSOH CONDITIONS
FL -15.5. CONSTRUCTED IN SANDY SOLI, 711E 2 / -- ` 4 / 6 / c \ E!SCOCNTERED DL�alvc coNmlUrnoN.
WALL IIA$ NO SPECIFIC REQUIREMENT FOR L �'i T�'CI L //x\
/ �,,, , "t <.' \ /
CONSTRUCTION BELOW 'FROST DEPTH', BUT 1` C ,eF.rrF.'i r C /;5r '---1 r CONSERVATION COMMISSION. THE FENCE `1- 11 NoKNOO N W LLS EXIST WETHLN ton FT. OFTUEPROPOSEDSEPTICSYSTEM. THF SFIE tS SERVED BY
MUST HAVE A MINIMUM OF 2.6 FT. DEPTH, AND , 1 7- �� N - /� % \ \ �)1 SHALL CONSIST OF A CONTINUOUS STALED, -. -
---�] DUG -IN FABRIC SILT FENCE. THE SILT FENCE V
MUST BE BACKED BY AN IMPERVIOUS LINER, b' / /moi, •CNF f .r /: T /f/ G 1-i-_ ,)-� N. ALL STONE VSFD IN THE SAS SHALLOT, OF THE CLE AvrIT VARIETY, MUEH,F WASTIFD SCPJECT TO
CONTINUOUS 40 MIL THICK VINYL SITEET, / ,; �4 T , {, --�"�� 'K �-- -l- �+ �\ ,` MULDIST179TI) GN IN PLACE L'NTIL TRE C MsPECRON-
APPLiEDPRIOR TOBACKFILL. 1 !/%`.0 =�� _ --- j �\ < c%^ '-..\ \ COMPLETELY OPRO VIDE ALTUND IS ERNATIVE SILT ti rl)), it, THE ST PTIC TANK SHALL BE COMPATmtl FOR A'MTCRO-FASr` �t_Mnta_D Fe MODULE PROV[DFAN
..ABOVE TANK BOTTOM
• TTTLF SNOTF;SL\CItpRAWDOWN-APPROX. $S GAL / DOSE; 1
---
EXf t"M NG coNTOLI Z
XXX
GCI BTtNa SPOT L'LEVA710NS
DOSES / DAY; 500 GALVOLUME ABOVE WORKING LEVEL W'/
--W
-
AT eR L 1 N E
AVT1 A.1,N0CL4TES FOR NATIVE RESTORATIVE2
PLANTING GUIDELINES
ST }SOLM LOCATIaN
INLET 49 INCHES ABOVE TANK BOTTOM.
1NO fONSTR['CTIONTIOv-
. RELATED ACTTVTTY
®
P(7O�L•D I4-ov G,Serm TAN
®
r�p�TY LINE
• PROVIDE AGATE VALVE ON THE FORCE, SLAIN INSIDE THE PUMP
CHAMBER ADJUST FLOW TO MANIFOLD ACCORDINGLY TO
LIMIT- IN`S
4. ROOF RRA1N5 SHALL BE DIRECTED TO
PR4 smo DISTIUBUTION soy_
aar
L
PROFUSED SR7r' ELL NATO IN
MAINTAIN 2,S FT. PRESSURE HEAD AT DISTAL END OF EACH
IfYDRAtTLIC LOADING - 2 BEDROOMS X i IOGPD/ER = 220.0 GPD
S INTEIALSOIL STABILIZINGSHALL BE
ACCOMPLfSHEDBYAPPtICATTONOFMIILCTI
FnZOFl0SCD SAS
.7
_V_
UNofiRb tZGUNO VTI LITY
LATERAL
• PROVIDE CHECK VALVE ON 2" FORCE MAIN INSIDE CHAMBER.
200% X 220 GAL =140 GAL- 1500 GALLON, Ii -20
(1
0
PROPOSED PVMP CPA, PC'Q
O
UL"Awrtf�'(_,bHT V"',
PROVIDE 118' WEEP HOLE ON FORCE MAIN IN CHAMBER ON THE
PIMP CHAMBER 5 1.7, DIAM. ROUND - 11-20
-' n
-,'^`- •' - _ ,.. .
- ..
_- _ . _ .._._„- -,.. _ .. _ -. _.
SAS SIDE OF THE CHECK VALVE.
SAS DESIGN
.
-
• PUMP,SYST,MPRESSUREANDALARMSHALLRT.It Tf D� OR -",
PERCOLATION RATE - LESS Tit AN 5 MPI
CrNFRALNOTES "
TOCOMPLETIONOFBACKFIG.ING
LONG TERM HYDRAULIC LOAD RATE . 0.74G.Ai JS.i .
-StDEW
-
1.
ELEVATION'SREFERTO NCVD. ELEVATLONBENCIP4ARK ISTHE TOP OF THE FXTSTESG HOUSE,
TANK ANTI-BUOYANCYREOUiREMENTS
2.
FOUNDATION. CONTACT CAPE OD ENGINEERING, INC FOR ADDITIONAL ELEVATION INFORMATION.
PLAN REFFRENCE:-SITE PEAK OF LAND PREPARED FOR "THACHERSHORE ROAD-PREPARFDBY
- -
REVISED -3.7.'05 ELIMINATE FAST UNIT,UV LIGHT UNIT, SnOWW'A1TR
SIFPITF.,N J. DOYLE, PLS, DATED JANUARY 27, 2004
PRECAST TANKS SHALL BE RENDERED NON -BUOYANT iN
1
ZONNG DISTRICT: R40 - -
GROUNDWATER ACCORDING TO CALCULAT70NS AND TANK
4.
S
COASTALFLAOD ZONE 'AIrKI.RK PANEL 25MIS"I D AS REV. JVLY 2, IT02
ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE
WEIGHT AND INSTALLATION PARAMETERS AS FOLLOWS: -
STATE
SANITARY COD& TITLE 5 AND TOWN OF YARMOUTIT HEALTH BOARD APPROVAL FOR THE DESIGN.
�-ELEVATIONS.
C
TOWN OF YARMOUTH ZONING BOARD OF APPEALS AND CONSERVATION OMNHSSIoN PERMRS
11-20, 5 FT. ROUND PUMP CHAMBER: RT. - 10,600 LBS., FULL
T.
AND
AUTHORMATIONS ARE APPLICABLE TO THE PROJECT
EXISTING SEPTIC SYSTEM CONSTSTS OF AN EXISTING SrMC TANK AND LEACHING CHAMBERS
DISPLACEMENT-9,510LBS. COU'NTERW'EIGHT NOT REQUIRED.
AND
STALL BE COMPLETELY REMOVED FROM TETE SITE:
REVISED 1 113 /05- UPDATE 14IONITOR WELL FOR WITNESSED READING
S.
INSTALLATION CONTRACTOR SHALL VERIFY THE RFNOVAT£D SEPTIC SOH, PIPE ONDITIONPR[OR TC
H-20, I SDO GAL SEPTIC TANK- VVI. =21,2301,65; DISPLACF.NTF.NT= 4.5
9.
HAKINC O'CVECflOY TO TITS NtTCRO-FAST LIMT SFPTIC TANK
A 5 FT. PtRIMETER EXCAVATION IS REQUIRED to REAtoV'F nir T1'PSArr S - •
FT. IS SUBMERGED; 1,118 LBS PER FT. -I 8_532 LAS. BUOYANT FORCE.
4N•'..,,:., n
^'� 1'7'II O* ►T�*��, + '-- r.:- r.
t•"a^^zF.c-r E rve..•.s�tss -�:, t tV 1�iT'ECIIONBACK
COUNTERWEIGHT NOT REQUIRED.
FHLVVTLTtCLEAv6A,vnMTTII��tc,::;eFra„:..AtIovVFORFILL CONSrRUCTTELESAS tNTHE
NFW M.ATF►Lti
♦ -REINFORCING ROD IS NECESSARY FOR CRACK I A X��---"`'-"' "/ ' '�"."'-� `
CONTROL TWOCONTLN'UOUSLENGTITS •(/ GGG��� ,+ _ --I �s - �� h c,
(LAPPED) OF N 3 BARS SHAM. BE SET ALONG TINE ) _
E NTIRE WALL, LAP SPLICE ON BARS SHALL BE / `, / \_ �- D,,,,.., r,._.,,j _'� V,
NO LESS THAN 6 INCHES PROVIDE EQUAL
SEPARATION BETWEEN BARS, W/ 2- CONCRETE
COVER OVER BARS IN AIL DIRECTIONS SEE /`',
DETAIL
• KEY WALL INTO FOOTING WITH ADDITIONAL
REINFORCING RODS II
4A CONTACT CAPE COD ENGIN'EERIN'G, INC. FOR �/. ,�c/s fi ✓D/ r ^� �. ¢ r .
I ADDITIONAL INFORMATION IF NEEDED. !/ f 40 k
�z"J r4 r::rcc EL
/2
MW
i
/ FXrs `•
� pa.af ,-..nr
/' 1 ---- /<x8
,S
w
w
41
-
�* I, ; wArF ks
71-7119 Sy /Y 2-= RU/�Lv
SEi-TIC SYST[-iti T�T20FILE7
-NO RALE-
s,AANLtOI-I_ 1i C0VER-MtN.01A,'2R'
FlNl7HED GpAOE / .:4 ..- a,.✓G s fc•✓FR 'T.' F= o� wnt :_ if✓[cT
i r -n moi...,_. -:'t9 l afan� � F( z i<'. r•p TEE'
rE
4
ITJ
Er al
:,n S
/�A�fLE
IYZ 0 STONE- 7I
S' _LOW TANK
. re •%' ,. Alit • ' \�' . � a a "r ,�e•; 4 •-
Nore 4 A
ALL PIPL. TO 5L
4?0PV.0-TIGHT 'SEPTIC TAN W_ h/-ZO
TOI NT. CA�•�ITy a /Sb0 CRALLONS -
PRCCAGT IL-Z>
CCDNCFZETt
.ofin�P cfrF,M RE"R A/ -?0
SEE" Pvfs7P SPECS_
2'$6 s!Cn
-
FENCE SUCH AS H ES H NEEDED AS
�.
INSERT TYPE TANK H_2A. SEE THE DESICNSMCIFICATIONS BFIAA
16. A CONCRETE BARRIER WALL S REQI:/RFD TO ViFET THF TITLE S SLOP[ REQL•1R£NFNT, TDO. BARRIER
DIRECTED BY THE CONSERVATION
CONS
COMA7ISSION
WALL SHALL BE FACED WITH NATIVE FIELD STOVE W'RERE ITIS NO'T COMPLETELY MASKED WITH
2 SEE LANDSCAPE PLAN BY AIICF1F.tL U/.BOT
a
`•j C
VEGETATION. TIE WALLIS NOTA STRUCTURAL SLTPORT WALL AND Mmsl` BE DLITLOPEDONLYTOA
Sr.RAL1,E D`.'^THTORESISIVROSFACTION. SEE DETAILON CROSS SP.CTIOV. PRoNmF RE FOR
AVT1 A.1,N0CL4TES FOR NATIVE RESTORATIVE2
PLANTING GUIDELINES
`
-RAR
CRACK CONTROL ON TY. PRONTDEAMT',,MWLn"CK%t-,YI.SIrFFTCONTIN'000'SLYONLNSMEOF
1NO fONSTR['CTIONTIOv-
. RELATED ACTTVTTY
BARRIER WAIL FROM ELEVATION. 1150 TO ELEVATION- •.5. OVERLAPSEAMi4FT.ANDUSE
1
APPROIEDADIRSiVEONONTRIAPMTNTS
SHALL OM R ON THF K'ETt.AND SrDE OF THE
woaX
, ,) C
-
LIMIT- IN`S
4. ROOF RRA1N5 SHALL BE DIRECTED TO
DiSIGN DATA
STORM ATER RU D FFC LIS FOR
STORVOYATEA RUNOFF CONTROL
(� c
IfYDRAtTLIC LOADING - 2 BEDROOMS X i IOGPD/ER = 220.0 GPD
S INTEIALSOIL STABILIZINGSHALL BE
ACCOMPLfSHEDBYAPPtICATTONOFMIILCTI
I .; 2 L
--
SEPTIC TANKDF,SIGN -
- • - -
AND 1 OR L.O.AM AND SEED WEATHER
Q
200% X 220 GAL =140 GAL- 1500 GALLON, Ii -20
PERMITTING.(
6. REFER TO ANY ORDER OF ONDMONS 1 ,
V'
SEE PROFILE FOR ACCESS COVER SPECIFICAT'ION'S)
FOR ntT PERFORMFD K'ORK ACTNITY BY FHE
PIMP CHAMBER 5 1.7, DIAM. ROUND - 11-20
YARMOUTH CONSERVATION COMMISSION_
- SFE PUMP SPECIFICATIONS FOR PUMP SYSTFM DATA
SAS DESIGN
PERCOLATION RATE - LESS Tit AN 5 MPI
LONG TERM HYDRAULIC LOAD RATE . 0.74G.Ai JS.i .
-StDEW
-
ALI, AREA: NOT APPLICABLE WITH BED-7\`PE SAS
REVISE RH, 30, 2005 -ADD DiMENSIONS FROM THE HOUSE TO
BOTTOM AREA - 50.D' X 6'- 30n.0 S.F,
WORK LIMIT; ROOF DRAiN TRENCIiES SHOWN
LO WING. (310.0 S.F.) 0.74 GA[IS.FJDAY =222.0 CrD
REVISED -3.7.'05 ELIMINATE FAST UNIT,UV LIGHT UNIT, SnOWW'A1TR
TOTAL LEACIiING CAPACITY = 222.0 GPD
MAiN, PROPOSED GAS SERVICE
PROVIDE BED -TYPE, PRESSURE -DISTRIBUTION DOSED SAS, 56 FT LONG X 6 FT.
VIDE WITH A 6INCH EFFECTIVE DEPTH. (SEE LAVOLTON PLAN.) USE %- TO I Y,"
DIAMETER, DOI'BLE-WASITED STONE IN THE BED. SET TO THE SPECIFIED
�-ELEVATIONS.
;..
FA✓eM 7-
•71117 DESIGNIS NOTSLTTABLF FOR USE {VITT] A CARRACF DISPOSAL I'Nrr
*DESIGN REOt-L A DEED RF"RICTTON FOR TNN'O T3EI)ROMI CAPA( IT)'
REVISED 1 113 /05- UPDATE 14IONITOR WELL FOR WITNESSED READING
ON JAN. 12; BARRIER WALL NOTE
paESs✓�E o/sr7z/CCiTio..i D^Sf�G-TYPE SAS -
L Fi^•T CAP a.v
. Iii•,/ G R E '!f ! /6 y -
t i / h ` � !n rlK ,,(,S w TN PGQ�O/rn Ern• s L�'rYN -�,
FI CD / Ovk.�-L c / S:O t
S/LVF_ Y/F1v P�Oi'/tF '-�S G•'FG C.vc s�,•eCj--
TOG of K/nt t
4�nur • F,F.L -
v.,N Y l 11• r iv(
2.,
)2 QZn-r e.as 0 4..
j'fd /IrfN/LC LD 11 {
1�
Yf r W C R QFC -N7�
PLAN SHOWING PROPOSED
SUBSURFACE SEWAGE DISPOSAL SYSTEM
FOR RENOVATION AND SECOND FLOOR ADDITION
TO AN EXISTING SINGLE FAMILY DWELLING
AT
9 -,CHER SHORE ROAD, YARb10UTHPORT, AVIA
LffA+y ,. 1ASSESSORS' MAP 121; PARCEL 66
3ERT PREPARED FOR
RRY JANET WEATHERBE'
�I C/O APO SINGAPORE
c P.O. BOX 9022
9 L WARREN, NIT 48090
BE 30, 2004 SCALE -1" =20'
PREPARED BY
CAPE COD ENGINEERING, INC -
ROBERT M. PERRY, PE
50 LELAND ROAD f r-' r'.1 1
BREWSTER, MA 02631 til ty t.:. i ��
TEL- 508-896-4861 • [)CTP Z5