HomeMy WebLinkAbout83-1791 - Topographic Site Plan002DEEP OBSERVATION IIOLF MI
Tett Date: MAY 22.2007;
N'hven: Phil Remand. Yarmoeth Hnith Dept. reprmentative
PERFORMED BY Robert M. Perry, r.F_
ekvatinn
depth ft..)
horizon
teatore,
color mottling
other
5.7-4.0
0-20
A
med.nnd
10YR51
AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK.
4.0-2.6
20-37
B
loam. and
101"R 5'
7. ALL UNSUITABLE SOIL OR FILL WHERE. ENCOUNTERED, SHALL BE RESIOVF.D
2.6-(-)2.3
37-96
C
med. sand
251'5/4
i
z
0 N
\ V
U
4�
_ _.
DEEP ORSERVATION HOLF. 8 2
Test Datr. SLAY 22,2007;
Wifis"s: Phil Renaud, Yarmouth Health Dept. repreaentatire
PERFORMED BY Robert St. Perry, P.C.
rltnatian
depth (in.)
horizon
heron
color mottling
other
6.1-5.0
0- U
A
coed. sand
ICYR 4P_
AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK.
5.0-2.9
13-38
B
Ina.. nod
10YR 6/6
7. ALL UNSUITABLE SOIL OR FILL WHERE. ENCOUNTERED, SHALL BE RESIOVF.D
2.9-(-)t.9
38.96
C
med.vnd
2.5Y6/4
i
.
�
'.
t
STFM FOR REsiDFNI IAL SFW'AGE
cv
t E =P
LIMIT- PRIOR TO ANY WORK OCCURRING AT THE SITE.
a
EQUAL) RF.TROR Tl IE AS A PUMP CHAMBER YA/ IOy MIN) AC('ESS
/ SrA+HOLE OVER nIE!'r A1P L OCATION; SFT FLOAT SH ITCHES
AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK.
AS
INDICATED BELOW A[J.OAVING A CAPACITY IN EXCESS OF 550 GAL
6. EXISTING SEPTIC SYSTEM COMPONENTS SBALL BE COMPLETELY REMOVED
A
1 ARO'O
FROM 711E SITE.
E A MEDIUM, D TY,CALML .
• PROVTDF.A MEDICM DI'TY,CAST TROY RING ANT) ('OVER TO ('.RADE..
7. ALL UNSUITABLE SOIL OR FILL WHERE. ENCOUNTERED, SHALL BE RESIOVF.D
• PUMP: Sts ERS SRM -4 ; PROVIDE QUICK -REI FAST L..-OUPLING FOR
Parent mmcnaL•Clactal
Depth to Groundwater: 56 tech depth (Flev. = 1.0)
FORCE MAIN COCOSFCFION.
w,
_
�� --� -
��---
i
Parent matenah Glanai aotwash
Pere.tntdata:Sre Th82 PFRC.RATF-Levthao2MP1
ATfA(71 FD ABOVE TRF. (TIAMBF +
R1IIG11 YA TFR LFY'F.l 'AIRED IN
ACCORDANCE ++cot STATE [I FCFRK AL CODE RFQDIRe+iF.STS
DELETERIOUS SOIL. Ti IT TO INSPECTION.
-'-- --- /CO -1,-- 11
s/. '7-,�' /LL ft•%'
/C'.iJ�>,J;Ll
Depth to Groundwater: 61 inch depth (Elm. -1.0)
Groundwater adjustment: Reference well= M1W 29 for April =0.9 B. adj nstment/�
• ALA RM S11A LL BF.INSTALLED INTII F B(ILDTN'G SFRVFT) PY' TITF.
�•
i c �I F "^L FLc /_
"I� '- �-
Lr
10. ALI. EXISTING UTILITIES SHALL BE DISCONNECTED AND REPLACED IiTTA
Pere.Tested:l2-to9- to 4m1..; 9^ to V in i min. PERG RATE =Lev than 2 M1'1
AdjustedF.Irration =2.0 PER IIF,ALT}I DEPT.
e •PI SIP ON- 12 IC ABOVE TANX BOTTOM
11. NO KNOWN POTABLE WELLS EXiST WITHIN 2011 FT, OF mr. PROPOSED SEPTIC
/ / �'-" -" '-: - _ -
_..
Ground" ater adjustment: Reference, well-MIN'29 for April 0.9 ft. adjustment
12. DF.COR101VE FACING TO BREAKOUT BARRIER OR LANDSCAPE
• TITTF 5NOIF:6 INC11 DRAM'-DOAVN• APPROX. 135 GAL /DOcT;4
DANES! DAY
rte_.. _
/ �
t. _-•_L-�__""__'"�r-'�: ' y -
_ _...-.. _ ..,-.-_ _.
LA dSF I¢s a5inp • 2.0 PFR HEALTH DEPT.
"IF YARMOUl H1 CONSERVATION COMMISSION AND ANY OTHER RELATED
11"%T OLEO2•
PRDYTHF 1'8` W TFP FIOII O] FORCE MAIN IN (TIAAIRFR ON TIIF •D'
C O T
CONDITIONS ISSUED BY THE YARMOUTTI HEALTH DEPT.
BOX SIDE OF THIP ClIFCK VALVE.
F
/<ri+�/N/s lig /' K N/: /L :ET /['✓
C
e_.____...T__._.
_ .;
':"•.�-___-•
c
F [\
h � '
i
T
r _
t,4 .
i
i.
p --F
+a
�r
Lt"
P ,
h
1
1
J J
Pi
4 404
iS.
r
l SCJ ^e..r v�•1 �( .� _J i..
[X
A
G
-r 1
1 0i
l
it
h
F
A
\ ). i 1. __ `•�_ � _� ,i_ _-�. J : nn r, � �� - L. 'S, �r
BUILDING COVERAGE /
• TOTAL LOT AREA -27,849 S.F
• UPLAND AREA ••.15,600 S.F. PER DEP FiLE # SF_ 83-1791
e PROPOSED DWELLING FOUNDA'T'ION & DECK PROJECTION AREA - 3,897 S.F.
It RATiO = 3,897 S.F. / 15:600 S.F. ne 24.9%
SEnrIG SYSTEM 'P720F1 LE'
/f /'fi V[/v C. -PLO SCINLL�-
MANWOLE COVER-MIN-DIA•ZW
�FxJLwwr u 'To wITUINc: or
FINt'3HED I, -
•I `
J ` U_i- 3J `j6.)S
INV., -/ , O O a.
G.AIS
4. c• Vt Ar F! -LP K_ E 7
L1oV I D
a -V Or 314" 7p ) LEVIL �
IYJ246.9ST2DNE- , _
BELOW TANK
NoTpq. a e-•
ALL Plt'•!: 1b bt
4?0`PV.C,TIGHT =.!.•PTHC TANIG.
SOlur. CM04M1Tryya r oo QALLONi%
PRECAGY 12tt1,{F012Ce,•D =NCR£Tt
`SIL OF ba e',
�
'.
4. A WORK LLNHT FENCE SUITABLE TO THE YAP -MOUTH CONSERVATION
COMMISSION SHALL BE
STFM FOR REsiDFNI IAL SFW'AGE
cv
t E =P
LIMIT- PRIOR TO ANY WORK OCCURRING AT THE SITE.
a
`SIL OF ba e',
�
'.
4. A WORK LLNHT FENCE SUITABLE TO THE YAP -MOUTH CONSERVATION
COMMISSION SHALL BE
STFM FOR REsiDFNI IAL SFW'AGE
cv
t E =P
LIMIT- PRIOR TO ANY WORK OCCURRING AT THE SITE.
o. 2t14 f�
�EIIII. ccl
Amy Pon
BAY
Rad To
TldaiFal
Pine ry
ir
Scale: ! ln.a2000ff
LEG END'
•' - Pfzor6saat CON7bVQ UNH �•1[-� �pbt�D R1�tRVG At"
---_n>< EXI3TN4 C45NTOUR. L•X9MNOSP&r1=LEVA71ONS
-w-WATER LINO
® P�PCSCD I s�o 4.Sem VW � MST HOLQ LOC'�,TION
R. 1'MP&MTY U N t
I�ii17ib5E0 DISTRJBUTtON iSOX t'<+�] p11roto. 51�7T• HLLVATON
PROPL'TS II!D SAS ---V- UNM"W,OVWD UTILITY
rG<.F .^F C. L ✓/vF 1 J/,.E � h'J i.+lZ C " A /l1 L l
a `+ftp AI ETR" V GENERAL NOTES
t7 r4 T 1E3 �A J 1. ELEVATIONS REFER TO NGVD. F,LEVATION BENCHMARK IS A NAIL SFT IN
� //. %�/' 2 ✓
AND SASHO V N SE OF ON THE PLAN. FOR ADDITIONAL Ef UTILITY POLY. AT THE NORTH LEVATION DATPOINTS
J
q � a CONTACT CAPE. COD ENG[NEF.RING, INC.
2. PLAN REFERENCE: LCP 14426 H AND A TOPOGRAPHIC SURVEY PERFORMED
ON THE GROUND BY SOL'LF. LAND SURVEYING, PETER SOULE PIS.
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS SHALL CONFORM TO TIFF.
STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH
PUMP SVSTF.MSPECIFICATIONS
REGULATIONS.-
,
/PROYIDF AN EFFLUFNT PUMPING SY
4. A WORK LLNHT FENCE SUITABLE TO THE YAP -MOUTH CONSERVATION
COMMISSION SHALL BE
STFM FOR REsiDFNI IAL SFW'AGE
SET IN PLACE ALONG THE DFSIGNATED WORK
DISPOSAL SYSTFNIS SPECIFIED AS FOLLOR'S:
LIMIT- PRIOR TO ANY WORK OCCURRING AT THE SITE.
'J
• PUMP+
cB A, LnER t'Me rRF
A CAST 1000 (:.
GALLON SFrT TANK K OR
tCONTRACTOR
S
_. INSTALLATION SHALI. VFRIFi'TfIF. W'
NF. SOIL P V
[PE CONDITION
EQUAL) RF.TROR Tl IE AS A PUMP CHAMBER YA/ IOy MIN) AC('ESS
/ SrA+HOLE OVER nIE!'r A1P L OCATION; SFT FLOAT SH ITCHES
AND ELEVATION PRIOR TO MAKING CONNECTION TO THE NEW SEPTIC TANK.
AS
INDICATED BELOW A[J.OAVING A CAPACITY IN EXCESS OF 550 GAL
6. EXISTING SEPTIC SYSTEM COMPONENTS SBALL BE COMPLETELY REMOVED
A
1 ARO'O
FROM 711E SITE.
E A MEDIUM, D TY,CALML .
• PROVTDF.A MEDICM DI'TY,CAST TROY RING ANT) ('OVER TO ('.RADE..
7. ALL UNSUITABLE SOIL OR FILL WHERE. ENCOUNTERED, SHALL BE RESIOVF.D
• PUMP: Sts ERS SRM -4 ; PROVIDE QUICK -REI FAST L..-OUPLING FOR
TO A DISTANCE OF 5 FT, FROM PIE PERIMETER OF THE SAS, SOIL TESTS
FORCE MAIN COCOSFCFION.
INDICATE TI [AT ALL TOPSOIL AND SUBSOIL SHALL RFQUIRF. REMOVAL
• LEVEL CON TROf AVD +
ALAR. 1 StY C
ITCIIF. SIIAI.. S , �
1 BY .EAI FD +
. IFRQItY
-- -
PRIOR
RTO THE APPLICATION
CATION OF N 1
CLEAN SA. T) FILL-
FWAT SYl' i -
ITCItFS CONY E(TED TIROL 471A F. LH 1( N +. JUNCTION C
TI B )X
8 EXISTING SEPTIC SY.STE. A SHALL RF, REMOVED
10 F.D AND ALL
1 COMPONENTSBJE
ATfA(71 FD ABOVE TRF. (TIAMBF +
R1IIG11 YA TFR LFY'F.l 'AIRED IN
ACCORDANCE ++cot STATE [I FCFRK AL CODE RFQDIRe+iF.STS
DELETERIOUS SOIL. Ti IT TO INSPECTION.
-- FI.FCTRtCAI. rFR+I1T MAY BF REQUIRED.
ON CAPE
9. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC IF ANY
• PI'STP SIIAI.1. BY ON SFPARATF FI F (T. CIRCUIT FROM ALARM SYSTEfl,
' QUESTIONS OR DOUBTSARISE. REGARDING SOrl. CON
DITIONS OR SITE
• ALA RM S11A LL BF.INSTALLED INTII F B(ILDTN'G SFRVFT) PY' TITF.
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
Sl STTM..
10. ALI. EXISTING UTILITIES SHALL BE DISCONNECTED AND REPLACED IiTTA
' • SFT TETHER FLOAT SMITCIIFS AS FOLLOIVS:
NEW SFRVTCFS. '
e •PI SIP ON- 12 IC ABOVE TANX BOTTOM
11. NO KNOWN POTABLE WELLS EXiST WITHIN 2011 FT, OF mr. PROPOSED SEPTIC
' `PUMP OFF- 61N. ABOVE TANK BOTTOM
SYSTFM. 4
' "ALARM ON- 14 IN. ABOVE TASK Bff TOM
12. DF.COR101VE FACING TO BREAKOUT BARRIER OR LANDSCAPE
• TITTF 5NOIF:6 INC11 DRAM'-DOAVN• APPROX. 135 GAL /DOcT;4
DANES! DAY
RF_STORATION, DRIVEWAY SURFACING SHALL BE AS DIRECTED BY THE
• PRO'IDF A GATT VALAT ON THE I INt71 FORCE MAIN 1NSiDF TIM
PUMP cBAMBTR.1 EAYT IN OPEN POSITION.
OWNER.
13. PLEASE. REFER TO THF. ORDER OF CONDITIONS ISSLED FOR THE PROJECT BY
• PROVIDE VALVE FORCE SLAIN
IIA CIIAIBER
"IF YARMOUl H1 CONSERVATION COMMISSION AND ANY OTHER RELATED
11"%T OLEO2•
PRDYTHF 1'8` W TFP FIOII O] FORCE MAIN IN (TIAAIRFR ON TIIF •D'
C O T
CONDITIONS ISSUED BY THE YARMOUTTI HEALTH DEPT.
BOX SIDE OF THIP ClIFCK VALVE.
• PUMP AND ALARM STIALL RF TESTED PRIOR TO COYIPIJTION OF
BACKFILLING
• ALL PIPING MIAIA, BE PROPERLY JOINTED.TIGl IT-GIATI) SCID. 40 PVC
UNI-FSSOTArraoaen
DESIGN DATA
HYDRAULIC LOADTNG 5 BEDROOMS C? 110 GPD/BF.DROOM = 550 GPD
SEPTIC TANK SIZE - 550.0 r 200% =1100.0 -PROVIDE 1500 GAL. TANK - H -j0,
TANK BUOYANCY RFOT'IRTVI FNTS
PERCOLATION RATE - LESS THAN 5 MPI
RENDERULATIONSAS'FOLLNSEAYY'ATER 81'
PRFCFTAC
BOTTOM AND SIDFWALL LOAD RATE - 0.74GPD
ACCORDING
YVF ICt1T ACCORUINC TO CALC'U'LATIONS AS Ff1LlAll S:
SIDEWALLAREA NOT APPLICABLE W/BED -TYPE SAS
'
- BOTTOM AREA - (30')(251) - 750.0 S.F. - -
11-ZnDroO CAI, PUMP CTIANrarR.WT.-1000LBS, MAN. DISPLACEMENT=
TOTAL AREA HYDRAULIC LOADTNG-(750.0S.F.)(.74GPD/S.F.)=555.0GPD
17AA5 LRS COUNTERIA FIGII TSIIALLTAKETIIF FORM OFA MINIMUM
FT. EARTH COVER RTO
'I A SATURATED SOl 1, MTIGIIT OF ArPROX. ?5 LBS
TOTAL SYSTEM CAPACITY=555.0 GPD '"--
PER CTIBIc FOOT_ -
*SAS CONSISTS OF A BF.D-TYPE FIELD WITH PERFORATED PVC PIPE AND
.H-20,1.WrA1_STPTTCTANK:1AT.-2133OLRS; DISPLACF.SIFNT-26,143LBS
STONE SET TO THE ELEVATIONS SHOW".V,SI,RROL'.NDEDDYDOUBLF
COUNTERIVFIGHT SHALL TAKE THE FORM OF A MIN MUM OF EF. OF
WASHED, r/. -TO I'G"STONE W/ 2 LAYERS PERMEABLE GEOTEXTILF
EARTH COVER WITH A SATURATED SOIL. NTIGIFF OF APPROK 75 LRS PER
FILTERCLOTH OVER THE STONE FIELD, ALLOW FOR AMPLE OVERLAP
C 711CF00T.
- _
THIS DESIGN iS NOT SUITABLE FOR USE tiTFII A GARBAGE DISPOSAL UNIT
e
TOPOGRAPHIC SITE PLAN SHOWING PROPOSED
REMOVAL OT AN EXISTING SIVG
i LE FAMILY
p ,; J7 a j FST
DWELLING;
PROPOSED CONSTRUCTION OF A REPLACEMENT
q'� `✓G ,: ; OE � FG[uf ^� r T�F Ca'lA t- � c. 7-
�. �,�E SINGLE FAMILY DWELLING
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
., [ - 356 GREAT ISLAND ROAD
}
41 1 ( __ -- - I -- �' r�J_ 1w� P. WEST YARMOUTH MA
et = t J a " n a c ?1 �sv, ri/6�o 8 ASSESSORS' MAP 14, PARCEL 137;
7 c/ . z ' �:��.. :-.b + e n e s .�.r oT rt/B
7 y r.-
� --PREPARED FOR
�• 7, S'o_ __ ) E. PAUL TINSLEY
O itJ 1•'; 250 COMMERCIAL STREET, SUFE 200 WORCESTER, MA 01608
6 V 1 ✓ -.-¢� ,'F /' .f .a F) `Cox Fi; rri c!•[./.'�-1 S - M.AY22,2007 SCALE -1"-20'
n .`: [✓r/N, �1 -`� IIViSFT) 5,2411099 -ADD PUMP PREPARED RI'
J, - . 4
----.---- __.�- -_
e� •• r//s� 7_
CAPE. COD ENGINEERING, INA.
oc V r `
' `'
S
RO BPERRY, pF PROVED -p
'.A
G t
G~u I
R E✓7 3/- O�
P.O.PA BOX
EAST DENNIS, M 02641 DATE//,/e_
RFV. G•Z l•O7
TEL -508-3851445