HomeMy WebLinkAbout0003 DEEPWOOD CIRCLE - Health 3 ®eepwood F Ci rc le
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L169-013.011 Centerville
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No. 42101/3 ORA
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UCHdAR0t
ESSELTE
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No. . Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye
01pplication for Miopont *p$tem ConotrUrtton Permit
Application for a Permit to Construct(Repair(y--CJpgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. aewrp Wood ''irYlF Owner's Name,,Address,and Tel.No.
Assessor's Map/Parcel `� 4'/ - O// JOAPY e-
Installer's Name,Address,and Tel.No. $��"�"-12-0- 7 lox Designer's Name,Address and Tel.No.
J6Ysc/��i D� 13Ja>^�'ef,�f1'l rsrvjxs�i�Yli%/s' Ig
r�giaace�,<?�/ ^:/
Type of Building:
Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Sin :P 7j ate
Application Approved by ate
Application Disapproved by. Date
for the following reasons
Permit No. Date Issued
" .,_,�,,��,,. y. .,i•' .;,.-�-.:+..r+-..-..,�T.snw'.�n. .�J. -..,.�,_•-....:-. ._:�.....'1^--..� .. :.v-�_.,�••`'ty`r,. ._`MY;'r ... .i Y .,:.�
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
I� Application for ;Digogal 6pgtem Cottgtruction Permit
Application for a Permit to Construct(vr'Repair(e_-YUpgrade O Abandon O ❑Complete System ❑Individual Components
Clrt/,�'
Location Address or Lot No.� ��/p GVoo Owner's Name,Address,and Tel.No. i
CF_H�'isYl////i- la�l�i,aN� Ga��drJ/rI7 ,
Assessor's Map/Parcel �L a p� ` JWAK'-
Installer's Name,Address,and Tel.No. Sdg'S12a- 738' Designer's Name,Address and Tel.No.So S-S'77�53/3
✓vs c e! 49.e e rar F�qi�✓ �?9/ /-aelFy
Type of Building:
Dwelling No.of Bedrooms y Lot Size sq.ft. Garbage Grinder j )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title_
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1_10 S?/?// S 90a.15 Or- 4�alCx SaPl9/�40'1_z
0
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signe p ate
Application Approved by ate
Application Disapproved by. - Date
for the following reasons u.
Permit No. Date Issued
——.———.———— ——————————— — — ——————————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (c--)'Repaired ( "`Upgraded ( )
Abandoned( )by
at Q,��lDUJI,dd l'�r+ /` ���hl��1//��� haUeen�, rdance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer ,9.53�g4 Q-C Aee"W'S Designer
#bedrooms_y Approveideis design,flow A 5 ,� gpd
The issuance of this permit shall not 6 cons ued as a guarantee that the syste f nct_ioFadesined� �Date Inspecto Aw , /,
---------- --- j—.-------------.--l�—r l-- ___
No. `t�( � — OO Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
ltgool *pgtem Congtruction Permit
Permission is hereby-granted to Construct Repair (4-1 Upgrade ( ) Abandon ( )
System located at 3 D��nura�� Girc/i-
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Co st cdon ust be •ompleted within three years of the date of thistit. (�
Date Approved by ,
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
KAM Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: 1 CA Q Sewage Permit# 2 aog o Assessor's Map\Parcel 1 6Ck -B 3 — 1
i
Designer: Installer: S e-
Address: M W` C40 �� fZ4 Address: C""&tA4-
���Vtm -�l�t�e � �2c I" s r`lS ,
On /4- G -OeT —0",lC— was issued a permit to install a
(date) (installer)
septic system at 3 P'e*eP 111�30t CZ'r based on a design drawn by
(address)
e�- dated Q�
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
OF iw4ot q�
��� PETER T.
�'�'� McENTEE a
(Installer's Signature) ® CIVIL Cl)
No.35100`4
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. . CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS 'FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc
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Perfprmed By: F,t � WltnesBdd By nm
Location Addtrysss ' . Owner's Name
. v��-a �1�j Adtlress 3
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Assessors Map/PaticcL 6 q _. 0'j'j 6�'�. Bnginaer's.Name
N$VV CONSTZt1�. N �; R1;PAIR 1ele hone# r $"-Z 3 7— 1 7 b �(?^7 .
Lead Use ) -p t
( Slopes(% 1 Surface Stones• ,v �� �3 �
Distances from Open Wstet Body ft Possible Wet Area ff—)� ft Drinking Water Well 2(fiO ft
r Drainage Way. 21 Y ft Property'iane zo�=ft Other
SKETCH:(StreeVpame,dimensions of lot,exact locations of test holes&perc tests,_locate wetlands in proximity to holes)
Paregt material eolo'.a /.
. . Depth to$odroak,..,,,
Depth.tv'droubd.*4 'Standing`Water'In Hole: Ll q Weeping from Pit Pico
w
Estimated 5eason4.High Oroundwatec
Method Used;
Depth:Observed standing in obs.hole: in. . Depth to soil=ttlee:
Depth to Weeping from side of obs,hole: In, Groodw ter,Ad lit ft .
index Well#_ .Reading Date: Index Well level..� Act:factor �„_ Adi,drtlutiEwatat hovel
_
Observation
Hole# /Va /��'c T`C3/^ ;�
------__ Tithe at 9
Depth of Perc SeQ I 7G M,a 1tr�/Time at 61,
start Pro-soak T9yte .: `j i► e3 U
Ti
mo>(9 6 )
.. _.,.._
End Pro-soak �o^�
ze` l ►�t1 ylr ;
tI.0 Mi -&cb
Site Suitability Assessineat: Site Passed
—� Site Failed: AdditiorAj Testing Needed,(Y/!V)
Original: Pubiic Health.;Diyision Observation Hole Data To Be Completed on Back---------
*.**If If perculation'testis to be conducted within 100' of wetland,you must first notify the
Barnstable CO,t»ervatton pivision at least one (1) week prior to beginning.
Q;�S�PTICIf'E�CC'I�ORIvt:pOC •
L iP( RVA T,-ON
FI-
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r ;.\ Soil Horizon soilToxturc Soil coIQC(USDt1): (Mlmsell) 1%Iottlingders,
rt.GLY�e DeSoil HorizonRh LL. 777.
Of
Depth from Sol!Horl2on Sol!Texture Soll polor SoilSurface (USDA) unsell) Motcture,$toil
_.. _.
1 es,$`tulde�s
MO`Mg�V`AVON A'bL
Depth.ffom Soil Horizon Soil Texture Soil Color Soli p
Surface(in.) (USDA) (Munsell) Mottling (Structure,8tcttos,l; alders. .
77
Flood-lnsuranee Rate Man•
Above 500 yeAr fYaod bounce. No Yes
Within 500 year boundary No- Yes
'
` 1t1u1fi0eac flooifxitourtary No Yes
-
_ a
Doi$at 1 ��t of natur occurtm d bins egt1-areas observed.tlrroughout.tie
a >=
::: propbserl fcxx the soil afssofption system? r r
Ifot, ts;tie deptfioF:naEui'> 1�biuring pe ba17 ,
�cl'at T hlve'gassed the soil evaluator 6>Eaminatton-Appro.
t,
De ar€lynt of Envtronmentat Proteatton and that the above analysts vrgs pe>£oRmd.hy me cotasll
antl`exp0gOnEe descnbed i 310 CMR IS 17 ,3 atl
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THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.fN.5rFl6
Appliratinn for Disposal sal orks Toustrnrtiun thrutit
S'Systemat:
ation is hereby made for a Permit to Construct (--) or Repair ( ) an Individual Sewage Disposal
407 // ��'��Gu00/� ��rOly
................ ........» •----•---.....------.......----•-.................. _.._..-•--•-.........-•---•••-------••---••-•-----••----•---•---•-----•--•-•...._......•••-••••••-
Location-Address or Lot 1jo.
34V,;,7 B:vaO'iz ....T/�sT... 0 Y Y :�P. - /L�E'/2�iC�ly• /1 -40-
---•---•--•-...-••-•--- •-...
r. ce
Owner Address
a /`�% ��� C'lli✓�S7/'v!'TiG/li OAS'7`P�vG��o
Installer Address
d Type of Building Size Lot.A d(;'_d_.._...Sq. feet
UDwelling—No. of Bedrooms.._..._Q3..............................Expansion Attic (A-1 Garbage Grinder (/ca
aOther'—Type of Building _.. !9_._ .......... No. of persons___?'t�)�E' ........ Showers ( ) — Cafeteria (�9
dOther fixtures ----------------------------------------------------------------------- -------------------------------.............................................
Design Flow..............................!!Q._..._gallons per person per day. Total daily flow________-•_0..-a gal
W .-- Ions.
WSeptic Tank—Liquid capacity------------gallons Length................ Width---------------- Diameter---------------- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ('-,-) Dosing tank ( )
~' Percolation Test Results Performed by-_....,�%C: 4..... ......................... Date_.. —
W
Test Pit No. 1................minutes per inch Depth of Test Pit__..1------------ Depth to ground water....9 _•_-_______-
LTq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water______---_---••-_______-
•-•-••-•••••-----------------••••••••-•••••--••-••••---•----•-••-•••--•--•---•-•••-•---•--•-••-•••--........................................................
O Description of Soil----•--�'a••••......5'" ...� S" -sv 5-------------------------- ------•------------------------------------------------••------------
W
x -•-••-•--••----------•-----------•••------------•----------•------------•--••--••-•-•--•----•--•••••----••------•--••-•--•••---•••-••-•-----•--•......-----•-•-•--••----------•-•••••••...............
0 Nature of Repairs or Alterations—Answer when applicable...............................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TiTIL 5 of the State Saniiary Code—The undersigned further agrees not to place the system in
operation unit a ertificate of Compliance has been-ie ued by the•board of health.
P71 n ' Signed `` � ----------- -----V— //� 5
ication Approved BY :_ ! _.�
mate
f •---••.�`•..••-�..----------
Date
`A ,lication.Disapproved for the following reasons:--•••-•••---••-•-•••----••••••---••----•----•-•-----••••••••••-----•----•••-•-•••----•-•--•-•-•-•......------•--
-•-•---••....................••••-•-•••-•.....--•-•-•-•--••...-•-•••......-•--•-••••-•--•--=•••---•••-----••-•••--•-•--••-•---••--••-------•-----•-•-••••••---•--•------••--•••-•-----•••.......•-----
Date
PermitNo........................................................... Issued-.......................................................
Date
•r- fit, " �
i
Fxs
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TGGui✓....................._OF.....L`5�9i.i�r...............................................................
Ap.phrFatinn for DinpnnFal Workii Tonstrnrtion lirrntit
Application is hereby made for a Permit to Construct (11) or Repair ( ) an Individual Sewage Disposal
System at:
41
.• — ................ ...•----.................•---• ......----- --•--•-•••--•.....••.................--
Location-Address or Lot� I1'o./f7✓i,� B.. � •r/v Sr...................... . .... ..........l,O
...............-------------
Owner Address
`{ �PV•---•�G` ✓•_ 7/vr �'...it ............
Installer Address
Type of Building Size Lot-_� ................Sq. feet
.—I Dwelling—No. of Bedrooms._________3______________________________Expansion Attic (Al Garbage Grinder (,<4
Other—Type of Building ___n ---------- No. of persons___ f?�``j�.__...._ Showers —
Cafeteria ( 9
Otherfixtures .................................................
------ per person per day. Total daily flow......._ .._______.__._._
............gallons.
WSeptic Tank—Liquid capacity............gallons Length________________ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_________.__________sq. ft.
Seepage Pit No..................... Diameter...----------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ('-) Dosing tank ( )
Percolation Test Results Performed by-------�_r.'r! _____.. ...........................:.--•-••-•-•-•....•--_-• gate____:_. .�-5______-.
a Test Pit No. I................minutes per inch Depth of Test Pit___-S'.._..._..... Depth to round water.... --------------
(� Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................
---------------•--•-•---•-••-----•--••-•-••-•---------------------
•---------------------
---------------
•----------------
••••----•------•••----••-
O Description of Soil........0-_6_____..._cG9�•-y---"ul3.�o� <
x •----------------------------------------------------------------------------------------------------------------------------------------•.--.-----------------------•---------•--•---•----.._...------
V Nature of Repairs or Alterations—Answer when applicable._..............................................................................................
---------------------------------------•-----------------------------------------------.....------••---------------__.._..------------------...........................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
T :E F
the provisiol s of ".I 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation til a ertificate of Compliance has been-i ued by the board of health.
S ned - `�--�-�_
/ �`� `'o
A lication Approved B ...............................................................r ' �/4� y`
PP PP Yf
Date
Application Disapproved for the following reasons-------------------------------•---------------------------------------------------------------------...---••••--
....----•-•--••---•-•.........--••-••-•-••---•-•....-•-•-•-•---•---•----••----••-------•-•---••---•-......------•----.-------•-...---••-•--•-----------•----•----•------•-------•------•---••-•-••••----
Date
Permit No....................................................... Issued...
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF _............................_.......
Zrrtiftratr of Tnntph anrr
HIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by------------- gd ................................................ _. ....------------...-----------
=„ '
_ 1 nstaller(
C I
has been installed int�'ccordance Atli the provisions of TI'T"r 5 of T,1 e.-�State Sanitary Code as described in the
application for Disp6sai Works Construction Permit �'o.______ �_:-�' ........ da.ted_...._...�j
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
! DATE...............
" .
--••------•---------------- Inspector............... ............................
a THE COMMONWEALTH OF MASSACHUSETTS T�
p C 7 I_
BOARD OF HEALTH
........................O F....
FEE---....." _'!
winpOna l Works T.nnntrnrtivit rrntii
Permissionis hereby granted...... c ---•-•--------•-•-..--•------•-•-•------•-•--•-•--•--•-••--•-••------•-------•...----••......•••...............•-•-
to Construct (� ) or Repair ) an Individual f .gage Disposal System
at No.-----... ...--- 1_ ''`s1 s =� �
Street
.� I 1 .
as shown on the application for Disposal Works Construction:Permit o_ �..��Dated.._....__/ .1` _..�.............
. .............................................
Board of Health
DATE----------- ----- -� -
FORA 1255 HoeBS a WARREN, INC., PUBLISHERS
1, ,
M . k
BAXTER & NYE, INC.
Registered Land Surveyors and Civil Engineers
7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131
WILLIAM C.NYE,R.L.S.-President
RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering
December 18 , 1985
Town of Barnstable Board of Health
Town Hall
Main Stteet
Hyannis , MA 02601
RE: Lot 11 Deepwood Circle, Centerville
Plan Dated September 30 , 1985
Dear Board:
In accordance with your request , I have inspected
the installed septic system at Lot 11 , Deepwood Circle .
Based upon visual inspection, the system has been
installed in -accordance with the revised plan dated
September 30 , 1985 .
I trust that this meets your present needs .
Very truly yours,
Peter Sullivan, P . E.
Baxter & Nye, Inc,
PS/bc � 'or� ;4 ,
CC:. David Sauro
INTER
SULLIVAN
No. 297s3
0
A�p� FGISTfa`���
MEMBERS OF
CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING
MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS
Q-1
5t'u6l.L-. t="AMIt.�-( 3 ���` .. : ..... tvc.� ��r•���=»` c•f�, .
LJO GAtZ�3A(oE. �•�tUDEjtZ.
AV& vim.►�Y FLO\.0 3 x 110 3 Gpo
S TIC -rat.a 4q5 e pD
V S l= IOoo fvAt.. j ; . . . . . ,
vW UtFFuSSc�s ; . .
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TOTAL— 'Dimst6w
�covaTtotJ Cth.T� l tU '�MitJ• 021�. . . . , ;
_ za4-1
i tN Ur ,
t NVILLIfirA: '�" f SULLIVAN
t; - �•97 �i
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COMPLY, WtT1-4:
StUEu t tl= aNn ti�T 8Ac'L tZEQUtr6SQ 1T�,'a• 7-$v �� �c
.. -rat� ' 'Y'owu u�' �j3!•��1:�5 6� ... '
Qt lST GX-> t_AtJv vZv.—:- oL
1000o�lr tu,� •" �- � � wt' v�? S'u4 b�ic;
TausL uv 2�3 - Z: v G
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wR�l. at of
sTOIJc ALL AV-LVWp, L• of 5
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PETER
� . 'SULLIVAN
No. 2917
ss.0 AL.E�`
7920
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Miorandi, Donna
From: PETER MCENTEE [peter.mcentee@gmail.com]
Sent: Thursday, August 28, 2008 7:39 AM
To: Miorandi, Donna
Subject: 3 Deepwood Circle
Donna,
Would you check to see what 3 Deepwood Circle design flow was approved for? It's a 4
bedroom house.
Thanks,
Peter
Peter T. McEntee PE - Principal
Engineering Works
12 West Crossfield Road
Forestdale, MA 02644
Tel/fax (508) 477-5313
1
ON e 5EWA6 �ERMI NO - `'��
LIST
ly -
VILLAG
/����--�'/.spa-, .. - _ -•-�+�` - :
� INSTA LLER'S NAME i ADDRESS
B UILDER OR OWN ER
DATE PERMIT ISSUED `
4- i '2-) q
DAT E COMPLIANCE ISSUED lZ
13
a
��t
--� TOWN OF BARNSTABLE
LOCATION �E p.IjO,j el re/g SEWAGE# 900$- y00
VILLAGE /,,F�?t�rV,%/c ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. SOB-1120- 9�38 ✓o��Gj�di D� ��9`dDS
SEPTIC TANK CAPACITY 1600
LEACHING FACILITY:(type) ,5=RaKz/5 � Q2alek y (size) /ZI.2 X 9/0
NO.OF BEDROOMS / y
OWNER�iGGi/p�G1 ��119�'Il4h
PERMIT DATE: /O- (o- 0 S COMPLIANCE DATE: /0-/0- b 8
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 %,,Z� 0,
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A�qN I LEGEND
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69 EXISTING SEPTIC TANK EXISTING CONTOUR- y8 \ o�
---
BENCHMARK NO. 1: TOP OF TANK, EL.=98.84t
CORNER OF BULKHEAD INV.(OUT)=97.50t j x 100.98 EXISTING SPOT GRADE Deepwood Cr\
ELEVATION = 99.75 EXISTING LEACH PIT f 99 PROPOSED CONTOUR
(ASSUMED DATUM) TO BE ABANDONED ! 99 PROPOSED SPOT GRADE
r
x 97.54� W EXISTING WATER SERVICE LOCUS
S 21'29'40" E - 3
97.02 x x:.'."�.` -- ._ `; _._._.._. EXISTING GAS SERVICE
_ f
172.67 x 100.47 7 1 x 101.40
EXIST,-`S.A.S.
f OVERHEAD WIRES ° �h•
�RF2URD AS-BUILT I --�1H�V--
94.68 x TEST PIT
BENCHMARK 28
lt' _
o%Ae
,OJ Cp 97 92 x
Oj x:38 88 S.l_RIF'GUT- �? i2
r' SEE NOTE 11 rj 0 j
LOCUS MAP
_98____ _ ,; M o ;Q NOT TO SCALE
,. 99.06 x c�
f
9 .80 100.03
-
95.98 x' STUNE`+PATIO SHR�gks GENERAL NOTES:
LANDSCAPED'! i (EL='99.46f) � }F, / a �d `'� \ ` r'SL4N0 ;'J 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
---' • �� % , � � \ �, \ BOARD OF HEALTH AND THE DESIGN ENGINEER.
99 h4 z ' ; y. 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
-� ,gyp GARAGE f� \O \ \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
97.73 x w ;' gg•g ® \ �i LOCAL RULES AND REGULATIONS.
i / '; 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
( ;EXISTING ,r' X 98.96 \`-\ �\r-\ �' / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
- / 0 \, \ \TP-2 �, DESIGN ENGINEER.
' HOUSE (#3),'// ` -� pp
N j r PAVED '0 \ L�' j I Q 4. ANY CONDITIONS ENCOUNTERED DUPING CONSTRUCTION DIFFERING
t u� •, 'T.O.F.=100.25 ' DRIVEWAY 4• �-
0 r,j . \,A' 2 4' O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN.
r'' ENGINEER BEFORE CONSTRUCTION CONTINUES.
00
V, • ,' ;% � " �NP�K !y .� O/j'y�,\\ °� "�" /�'�1��' �� 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
\� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
gS CO , O THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
\\ SNRD. . O� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
1
M..I
NW . ii 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
LOT 1 `.., t J x 99.83 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
`r\t f AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
APN 169-01 3-0`1.1 p ,�+! 99.91 DIRECTED BY THE APPROVING AUTHORITIES.
16,268fSF 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
��6 pB 99 4 BENCHMARK NO. 2: THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
SA CENTER CENTER OF CATCHBASIN CONSTRUCTION.
ELEVATION = 100.13(ASSUMED DATUM) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
,-
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S_ AND
`., REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
99.40
� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
0 F
�, •�� 44ss INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. I
+ i Q
9
-G� 13.. THIS FLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
T. P
3• � PETER IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
2
E o
Z
� M
cENTEE
1
o N
S
CIVIL PROPOSED SEPTIC SYSTEM UPGRADE PLAN
No. 35109
�O
cs>,E� ,� WO D CIRCLE, CENTERVILLE, M
yEDGE OF PAVEMENT (approx.) 96 F ' L Prepared for: Richard Callanan, 3 Deepwood Circle, Centerville, MA 02632
A3;, �� Engineering by: SCALE DRAWN JOB. NO.
AM ES WAY STONEY ' �l Engineering Works 1"=20' P.T.M. 216-08
CLIFF ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 9/4/08 P.T.M. 1 of 2
EXISTING TANK D-BOX NOTE: TO PREVENT BREAKOUT, THE PROPOSED
INSTALL RISER WITH COVER AND SET FINISH GRADE SHALL NOT BE < EL:97.0
INSTALL RISERS WITH COVERS OVER INLET & OUTLET, FOR A DISTANCE OF 15' AROUND THE
TOP OF AS NEEDED, AND SET TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE PERIMETER OF THE S.A.S.
FOUNDATION
(EXISTING) EXISTING EL.99.3t F.G. EL 99.3t. F.G. EL.: 99.2t
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
.4.
L = 48' L = 12'(MAX) INSPECTION RISER PIPE
6" 4" SCH 40 PVC 4" SCH 40 PVC
J'I�. 10" 14• ® S= 1% (MIN.) 6 @ S= 1% (MIN.) 8" TO Aux -
®
48" LIQUID INVERT E s
..a.:` LEVEL INV.=97.50t "
EXISTINGilI(I
GAS PROPOSED
BAFFLE (EXISTING) D-BOX INV.=96.67 5 ROWS OF 6 UNITS AT 4'/UNIT t 2'(END CAPS)= 26.00'
INV.=96.97 W/INLET TEE INV,=96.80
EXISTING 1000 GALLON SEPTIC TANK
5 OUTLETS MINIMUM SOIL ABSORPTION SYSTEM (PROFILE)
N.T.S. ESTABLISH VEGETATIVE COVER
BACKFILL WITH CLEAN SAND
(NATIVE OR PERC SAND)
UNIT NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO INSTALLATION. BREAKOUT EL.=TOP OF ".. -
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A SIX INCH MECHANICALLY TOP OF CHAMBER EL.=97.00
COMPACTED CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). INV.ELEV.=96.67
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET .TEE. BOTTOM ELEV.=96.00 III®IIIII�IIIII� EXISTING SUITABLE
21" 5-4" POLYSEAL OUTLETS 2,83' MATERIAL
2" 2" 1-4" POLYSEAL INLETS T.P. N.EXCAVATIONEBOTTOM
G.W. EFFECTIVE WIDTH=14.2'
SEPTIC SYSTEM PROFILE
USE 5 ROWS OF 6-QUICK4 STANDARD INFILTRATOR CHAMBERS
q MAX. G.W. EL.=90.5 (MOTTLES) WITH NO SEPARATION BETWEEN EACH ROW & NO STONE
N.T.S.
N _ O O TYPICAL SECTION
Ln
LO
Do
SOIL LOG
,EXISTING ,,\ PATIO �' DESIGN CRITERIA
.`. HOUSE 3
(# ), r: . DATE: AUGUST 12, 2008 (REF#12,316)
CN Top View D-BOX Section '' T.O.F.=100.25\'•., y E' SOIL EVALUATOR: PETER McENTEE PE NUMBER OF BEDROOMS: 4 BEDROOMS
/� �w .� WITNESS: DONNA MIORANDI R.S.
1 HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I
ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH DESIGN PERCOLATION RATE: <5 MIN/IN
16
99.2 0" 99.2 0" DAILY FLOW: 440 G.P.D.
D 0x 1 FILL FILL DESIGN FLOW: 440 G.P.D.
GARAGE 96'7 A 30' 96.5 A 32" GARBAGE GRINDER: NO
LOAMY SAND LOAMY SAND EXISTING SEPTIC TANK: 1000 GALLON CAPACITY (TO REMAIN)
10YR 4/2 10YR 4/2
9 96-2 B 3gp 96.2 B 36" LEACHING AREA REQUIRED: (440) = 594.6 S.F.
! <K SANDY LOAM SANDY LOAM
52" INSPECTION Po "n 10YR 5/6 10YR 5/6 .74
iV 94.5 56 94.5 56" USE 5 ROWS OF 6-QUICK4 STANDARD CHAMBER UNITS WITH 'NO TOP VIEW N � C1 S C1
34" Ci M-C SAND M-C SAND '
g INVERT ,a N_ STONE FOR AN S.A.S. HAVING THE DIMENSIONS: 14.2 x 26.0 .
EFFEC"LENGTH) EVD CAPul 10YR 6/4 10YR 6/4
P 04STDE 1 92.2 84" 92.2 84" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR)
® ®, END VIEW tK u` N] C2 SILT LOAM C2 SILT LOAM 6 UNITS + 2 END C�S ,- OW = 26.0 FT
MULTIPORT END CAP h 4 2.5Y 5/3 2.5Y 5/3 5 ROWS x 26.0' x 14.72 SF/Lr = 613.6 SF
mtrj� 90.5 MOTTLES = 104" 90.5 MOTTLES Q
SIDE VIEW NOMINAL CHAMBER SPECIFICATIONS �. 104" DESIGN FLOW PROVIDED: 0.74 613.E S.F. 454:1 G.P.D.
mope 7.5YR 5/6 - 7.5YR 5/6 = ( ) _
SIZE (W x L x H)............................14" x 48'x 12" a' - 9D.2 108" 90.2 -108"
EFFECTIVE LEACHING AREA: e t?I�C��O i► C3F,M SAND `3F-M SAND PROPOSED SEPTIC. SYSTEM UPGRADE PLAN
N e F'R 1 2.5Y 6/4
BED.... ........................................PER CODE l C F•. ((SAMPLED) 2.5Y 6/4
TRENCH................................._..............PER CODE �; per.®„.� 86.2 . 156" 86.2 ,56•' 3 DEEPWOOD CIRCLE, CENTERVILLE, MA
34..
INVERT ELEVATION......_..................._.....................8" � ,���" p STANDING GROUNDWATER @ 124" (EL.=88.9) I
FRONT NEW STORAGE CAPACITY PER UNIT._.................44.4 CAL e�'� 26 Prepared for: Richard Collonan, 3 Deepw.00d Circle, Centerville,. MA 02632
SOIL MOTTLING AT 104" (EL-=90.5)_ '
QUICK 4 STANDARD INFILTRATOR CHAMBER Engineering by: SCALE DRAWN JOB. NO.
INFILTRATOR CHAMBERS SOIL SAMPLED FROM "C3" HORIZON Engineering Works NTS P.T.M. 216-08
S.A.S. LAYOUT SIEVE RESULTS: PERMEABLE CLASS 1 <5 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
N.T.S. PERC RATE <5 MIN/IN. ("C3" HORIZON) (508) 477-53.13 9/4/08 P.T.M. 2 of 2
W