HomeMy WebLinkAbout0114 POPONESSETT ROAD - Health '! -14 Poponessett Road
Cit
LA t ottu 019 075
i 'I
TOWN OF BARN ST LE
LOCATION �� a e SEWAGE # �2 0
VILLAGE ASSESSOR'S MAP & LOT 011'67,5'
INSTALLER'S NAME&PHONE NO. T C.vN: o'UL , � Ir-
SEPTIC TANK CAPACITY i 5-0(0 - /.0
LEACHING FACILITY: (type)'4"�O,e3 (size) 1 c X2s
NO. OF BEDROOMS e f
BUILDER OR OWNER j e e W S q3 Ut (Se rS
PERMIT DATE: ib dot COMPLIANCE DATE: 03
Separation Distance Between the: ,
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge o..f,Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
C=�I
o
I ���
No.1�4rv/4 i+v '' Fee dl o o.0 0
/
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: J/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS S
Zipplication for Mioo' ar *p5tem Construction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /1A1 �/p pOnP,«et/- eefu if Owner's Name,Address and Tel.No.
JC cf Z3ehnett ..'
Assessor's Map/Parcel rna p B/ 9 Pa�je 6 V 2 6 d SP/ieY be-1114cr G 83
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
1� Peier Som,voh, P•r Eny•_rhc
7 Pri rlLe r �2.0 P o B 6x G y'�/
erv�'IIY A 6d 6 5S
Type of Building:
Dwelling No.of Bedrooms Lot Size a 44-191f t sq.ft. Garbage Grinder(AIP
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 33 0 - gallons per day. Calculated daily flow 3 3 T gallons.
Plan Date O61 /G r 200 o Number of sheets Revision Date
Title S i4e P&4-) P/bbace_k Imp,(O VCXn"ts c-t //'{- /°OeDe0ess�- /W , i `ahv,\f �..� Cr .
Size of Septic Tank /SD o mil nq Type of S.A.S. 4,eA Pile i n j �e� l)ec�'
Description of Soil 0 3" 0 / 2 it: ' 3 _fa l y " Asa r> /e�c. r y/ /`l ". 36
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environ ental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss by h' oard of He
ned Date1
Application Appr Date
Application Disapproved for e followt g reasons
Permit No. Date Issued
———————————————————————————————————————
Fee I o U,00
• THE COMMONWEALTH,,OFMASSACHUSETTS Entered in computer: ,ice
'�. .
PUBLIC.HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS
�As, . ' i Yication for Digog I *p�tem Construction Permit
Application for a Permit to Construct( V) pair( )Upgrade( )Abandon( ) El Complete System 0 Individual Components
Location Address or Lot No. t f pa pp ne_<S e yV' �d.,I`Ofu Owner's Name,Address and Tel.No. 2 _T3 77S-370
114.
Assessor's Map/Parcel fnQ- 0 9 Par�,(� d S- r Z G v 5P/7 E y
P 7 �`_ 5 �- � ��J G 83
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. yt/
SullfJr h, P•e /Su/11'ra h
Parker 1-1- P D' fjar LS�j
SfervE7le. '11 r� 1Sdk�S`
Type of Building:
Dwelling No.of Bedrooms Lot Size c2�Y11 ft. Garbage Grinder( A10
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
. Design Flow 3 gallons per day. Calculated daily flow 3,3 7 gallons.
' Plan Date Oef & 7 0o c Number of sheets Revision Date
Title S,'fe Pla r) Pfr?,oacek SmP!o rern&nt a4- //Af /ooevi)esScJ- ,2.1 , 1*"'oh4f+ /7k cr .
Size of Septic Tank /500 <,-E..1/t"-n = Type of S.A.S. Lea:Chr r,h�-�nj �-G />?s .
Description of Soil d 3 O 0� rcl)iL` 3 �� !o l Ll " sa 1 �oCe n y/!o " 1�
Ci ' L6a n1 a, ,C. /d r -� 3�" J 3a " ,P"4 sa���C o r
` Nature of Repairs or Alterations(Answer when applicable) '
rr
s
Date Iasi inspected:
x. Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
_ in accordance with the provisions of Title 5 of the Environ ental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issu Oby i and of He h.,_ '
>S�r€edd Date
' Application Appr`oved�b � �� Date
IV
Application Disapproved for the followi reasons
Permit No. ai i* 1./e Date Issued
--------------------------------------- -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of 'Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( V�Repaired( )Upgraded( )
Abandoned( by
at �0 8 or e qq_�( Cah"rf' has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N -fa' ated o--- ;K- -"
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the sy em wig,1 fun jjti/n\\as designed.
Date fa) f 1 Inspector �wrf >?
---------------------------------------
No. �F� // 7r Fee 7J
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
Mioont pgtem Conotruction Permit
Permission is hereby granted to Construct( )Repair( )U grade( )Abandon( )
System located at // if F0 po n e.s�5C-#- X,( , �O 71Z4 1'f-
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be cophleted w'thin ee years of the date of thi
Date: D Approved by
r� Y.
y
TOWN OF BARNST LE
LOCATION ��
`� �1- SEWAGE # ,,?���
I VILLAGE a, ASS
ESSOR'S MAP & LOT CJ U7,57-
INSTALLER'S NAME&PHONE N0.
SEPTIC TALK CAPACITY t v5-0(0 /0
LEACHING FACILITY: (type),-4,r L '' `
,yes 1�
• (size), X,.,j�25"
NO. OF BEDROOMS
Inr
BUILDER OR OWNER
PERMITDATE:__— � COMPLIANCE DATE: /to
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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MSIGN NO. ®® ALL r[OCBAL,STATE,AND LOCAL
389-A
�DONALD A. GARDNER :`C.S.ORDINANCES.CONSIDERED
B[DDAS ONS
RC.SMALL B[CON510[P[D AS IAKr
SHEET OF DR ^ or s•corttArmxs r°m rxr[—D!M0 -
3 6 gE A R C H I T E-.0 T' S , I N C. AND SNALL TAKE rBE[[K[NOC O[B,-
P.O. BOX 26178 GREENVILLE S.C. 29818 I°
ANTTNIMO SNOnN,D[SCKIBED,OB'
FLOOR PAN 884 • 288 • 7580. �mwm rNa[sA%t AA[Ar vAmANa
w w w d o n g e r d n 9 r c o m
r PLAN REF 184133
DEED REF 1425/550
4 ' F.G.2613 AS MAP.' 19 PA R 75
►® %* (B F.G. 18.0 FLOOD ZONE.- "C"
�d� ZONING: "RF"
190.00' I 23.0 15 5
t 1
N6B43'40"E 1 1500GalIon
_ A.s
I t I AREA, LET!g I 21.0. Septic Tank 20.8 •,. ; Bot.E1.15.0
` ' l I 2 4 4Zc s9/f u•c�:. r,.:: ���.:: 18.0 17.8 8:0�
2 ( i i I I N� g , f�
sV N �� �� t \ Bedding as Bottom Test Hole El.7.0
~o A I o 1 ` ,\ Po' i i% cry Per Title 5 No Ground Water
�;, i �,�I 1 �° ,o, 64\\`` 26 g• / DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
l t �` Not't9Scale
3 w �� \� 1100` gOPogoo
P
0 LIOSS
DESIGN DATA NOTES
\ 4 �` �` �` \� ; � __ �P ice/ �� Single Family-3 Bedroom I.Water Supply ForThis Lot is Municipal Water.
\ Zo` - / With no Garbage Grinder
pq� ,' Daily Flow=IlOx3= 330 GPD 2.Location of Utilities Shown on This Plan Are Approx.
��_�-- d • �� �� �° �'� °R, ED y ,,� °O' SeptieTank:330 GPD x 200%=660GPD At Least 72 Hours Prior to Any Excavation ForThis
Use 1500 Gallon Septic Tank Project The ContractorSholl Make The Required
Notification to Dig Safe(1-800-322-4844)
5 . \ �1` Qp.:r° �i ` LEACHING AREA 3 The Contractor is Required to Secure Appropriate
�O° �\ __ 330 GPD/0.74=446 SF Required Permits From Town Agencies For Construction t
� �_ �,�s•'� �o Use Bottom Area Only. Defined byThis Plan.� c- 15p \`(" � _ � Bottom Area=12 x38 = 456 S;F +4. Install Risers as Req uiredto Within 127
of
I¢ _ __ _, 456 S.F.Total Provided
LEACHING,BED DESIGN Finished Grade.
6 -- '�`'� — '� All Pipes to be Schedule40.PVC 5.All Structures Buried Four Feet or More or Subject'
Wetlan \ ,
Wetlands F►a �= � �p�'•e'� Perforated With Capped Ends.Use to Vehicular Traffic to be H-20 Loading.
by ENSR 99ed \ 6.00 °'"ce�V 3-4"Distribution Line in a 12'x 38
� 7 �,, 12 GH 6. Septic System to be Installed in Accordance With
2•
/fodJ` 26 0 E oo p,L•�.�` Washed Stone Field as Shown. 310 CMR 15.00 Lotest,Revision And The Townof
9 8 �o - N6 _\ PIT --I°AV -- Barnstable Board of Health Regulations.
�_�-----
`� 7. All P'gping tobe Sch40 PVC
ROAD _
cE SETT Finish Grade
ED 1 8 Compacted Fill -� Filter 4.0 Perforated
ONE"' a .� Fabric PVC Pipe
PLAN VIEW Pip N
Pea Stone
Scale: I "= 40' _ +
io Double Washed PEMR
SULLIVA$! n
Stone Cs NO.29733
TEST PIT No. I ELEy 18.o TIKST PIT t4 ELe.v. 6.0 3' 3' 3' 3' CIVIL
�-a
O ORGANIC
u O ORGANIC
a s CROSS SECTION OF LEACHING BED SANpy LOAM A BANpy LOAM -_
A 7.5-/R 14/to , 7.5 Y 6 R y� Not to Scale
Iy> 1-OANIY SAND ly %-OAMy SAND
10 v rk SIL Existing conditions plan and topography based on plan by Yankee Survey c and septic
ab,• 10 YR -S/G 5�•
MC N
TD1uM SAD D1uM snNo design and drainage by Sullivan Engineering Inc. ATTACHMENT A
C I I O Y R L/b 124� C� ML?
I O y R G�(
132�
PeRCO►-ATION --es-f __ SITE PLANCLASS _ _
D PTH! y2Ei1A
iTRL Directions tO Slte: From Hyannis-take Route 28 towards Cotuit; Take a left onto AT
PROPOSED IMPROVEMENTS
LESS THAN ZM1NJ%t4C1i Putnam Ave and follow to end; Take a left onto Main Street; Take a right onto School 114 POPONESSETT ROAD
DA W- 8/1- CNGO A1TC(2Ep Street; Take a left onto Piney Road; Take,a right onto Poponessett and lot is on the COTUIT , MASS.
DATE= 8/I-1�00
t=NG1NEER: YANKEE Sur-LVL-Y right #114.
WITNESS= D.MORIANDI� T.O,$• Ci.O.N. FOR
BOB BENNETT
SCALE: AS SHOWN ` DATE: OCT. 16, 2000
SULLIVAN ENGINEERING INC.
OSTERVILLE MASS.
20041
PLAN REF:` 184133
DEED REF' 14251550
F G.26.0 Fa 18.0 AS MAP.- 19 PA R 75
FLOOD�f.►�• ce � ZONING.ZORF" .,C.,
190.00' I 23.0 r
1 5
� � I N6843'40"E ''9`S' 1500GoIIon
0' ' y .4,Q�,9 LOT�9 21. Septic Tank 20.8 : Bot.El.15.0
I , ; , (, 1 �W_ _, ���9���5 ::•cam: sue.: 18.0 I7.8 8:0'
2 ( i I 1 I N� 28 �� 9�ffr Bedding as Bottom Test Hole El.7.0
,r I No A ���i r; I Per Title 5 No Ground Water
itz
DELVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
Not19scale
zb 1
v\� ." _
I� moo• 83 a i i DESIGN DATA NOTES
1 \ ��� ' .y i eP` /' �� i Single Family-3 Bedroom I.Water Supply ForThis Lot is Municipal Water.
With no Garbage Grinder
� . 4 � � � '- �� / � g � 2.Location of Utilities Shown onThis Plan Are Approx.
` zo i Dail Flow=IIOx3= 330 GPD
\`� 1 `� \Q, \ p'°\'E� �i� ao' �� °��' SepticTonk=330GPDx200%=660GPD At Least72HoursPriortoAnyEzcavation rThis
• I .. .. RI � � * � Project The ControctorShall Make The Required
50 �� �` 1 -` %retw y m0�• Use 1500 Gallon Septic Tank NotificationtoDigSafe(1-800-322-4844)
LEACHING AREA 3 The Contractor is Required to Secure Appropriates
. 5 \ 330 GPD/0.74=446 SF Required Permits From Town Agencies For Construction
�o0 r� `� �'��.�+'y �� Use Bottom Area Only. Defined byThis Plan.
\\� Bottom Area=12'x38 = 456 SIR `4. Install Risers as Requiredto Within le'of
LOT moo_ ; 15Q _ �,`¢� � 456 S.F.Total Provided Finished Grade.
LEACHING.BED DESIGN 5,All Structures Buried Four Feet or More or Subject
\ _ �a All Pipes to be Schedule 40.PVC
6 �� - �'��� to Vehicular Traffic lobe H-20 Loading.
\ � o; � � Perforated With Capped E(Ids.Use
Wetlands Fla s
by ENSR 99ed �� 7 \ �'' 0"E P`5.%Ar-A a if 3W shedsSto elField aslShownx 38 6 310tic CMRstem to be 15 00 Lotest,Revis n And The Town lledin Accordance ltof
9 e !o \ _ N62 26 PI� - Barnstable Board of Health Regulations.
may( \11, - PAVE 7. All Piping Lobe Sch40 PVC
OF
1?0 D Finish Grade q `, }{,r
DGE �i,I 1 x �� Filter 4"0 Fierforated fur 0 �1 e Ir`
E SSE f Compacted Fill Fabric PVC Pipe I. r
ONE N V8"-in."
VIEW P 0 P Pea stone I fj_'-ok' PETER
PLAN %
Scale� I��= 40' _, - 3ia"-I v2" � -�• SULLIVAN
Double Washed
tO stone rrl� �,sz� It O.29733
CIVIL
TEST PIT No. I E1-EV 1$•O YMST PIT Ne.2 CLGV, I$.O
O ORGANIC O ORGANIC
., _ CROSS SECTION OF LEACH ING BED
3 3 SANDy LOAM
SANDY LOAM _ A 7 5 vR 4/4
Not to Scale Z
LOAMY SAND. .-
1_oAwiY SANo B Io y R .S/` Existing conditions plan and topography based on plan by Yankee Survey and septic
D I o Y R s'/b '
36' -- design and drainage b Sullivan Engineering Inc. ATTACHMENT A
ML'D1uM sANo 9 9 Y 9 9
CI MEDIuM SANG
132� l 0`/R [./I. 124� C` l o Y R L/(.
P>•RCOLATION SITE PLAN.__.__.......__._.. .._..
Directions to Site: From Hyannis-take Route 28 towards Cotuit; Take a left onto PROPOSED IMPROVEMENTS
CLASS 1 MATERiIAI..
DCPTI,4'. 42 Putnam Ave and follow to end; Take a left onto Main Street Take a right onto School 114 POPONESSETT ROAD
NO WATER"CNCO0AITI.Re0 Street; Take a left onto Piney Road; Take a right onto Po onessett an I ' COTUIT I MASS.
LOSS THAN 2.M%W INCW
i
DA-rE: 8/1.7/00 right #114 g P and is on the FOR
ENGINEER: YANKES sURVL=_V g
WITNESS: o.MoalANDI, -r.o,e, [i.o•1-i. BOB BENNETT
SCALE: AS SHOWN ' DATE: OCT. 16, 2000
SULLIVAN ENGINEERING INC.
OSTERVILLE MASS.
20041