HomeMy WebLinkAbout0121 WEST BAY ROAD - Health 121 West Bay Road Osterville
A= 116.-033
l
7 TOWN OF BARNSTABLE
LOCATION f Z� CJ�b� `y cL SEWAGE# _20
VILLAGE AS MAP.&PARCEL 6 3 3
INSTALLER'S NAME&PHONE NO. _Ft' 4 0;/)Ji,e4b
SEPTIC TANK CAPACITY /�_/ 66J a
LEACHING FACILITY:(type) pl CEO &J (size) i
NO.OF BEDROOMS
OWNER )
PERMIT DATE: COMPLIANCE DATE: wZ J
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
vLo
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C� 4`4 v
3"
No. l IDS/ C� l 3
THE COMMONWEALTH F MASSACHUSETTS Entered in computer:
Q Yes
' UBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS
Application for �Bigw6al *pztem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade(,N)Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. I ! 13 �, RC Name,Address and Tel.No.
Assessor's Map/Parcel '1�/�3 1� JAA O-Ztg
Installer's Name,Address,and Tel.No. �C� 3(,!D_j(0�� Designer's Name,Address and Tel.No.5�y� � (c rc &5'%Ac.cs'-6AS
_ 93ti YkC0 r Sk,
`-,)k ri rarl -h Poor, tAA 0a9757
Type of Building:
Dwelling No.of Bedrooms Z Lot Size lc136(? sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow 3`1 gallons.
Plan Date 10011,6 Number of sheets Revision Date X 1"7, 70-
17
Title J A AA��� -��- �n ® ct�c',vrst,-, ---
Size of Septic Tank 1500 !.qti al Type of S.A.S. Sc�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) -zAJ11 ne.y 1,' ff-, A,L d-
dc�wd,
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mainte anc.00f the afore described on-site sewage disposal system
in accordance with the provisions of Tit f the Enviro and not to place the system in operation until a Certifi-
gate of Compliance has been iss by t
Signed Q Date
Application Approved by - W - Date
w 4 g7
Application Disapproved for the following reasons'ea
Permit No. 191, 6z7k Date Issued
t OF MASSACHUSETTS• Entered in computer:
V30-
THE COMIf1lOiV�1��IlEJA�TH; Yes.
�V PUBLIC HEALTH DIVISION,- TOWN OF BARNSTABLE., MASSACHUSETTS ,.
} Zipprication for -mig:0,05 *pgtem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade(,;( J,Abandon( ) ❑Complete System ❑Individual Components
Location Address;or Lot No. ' Z l We 5� �u�a R� w e ' Name,Address and Tel.No.
�
Assessor'sMap/Parcel / T 73 i, MA Dot
Installer's Name,Address,and Tel.No. SC _ (op 7(p>6 Designer's Name,Address and Tel.(Noo.. o-, C f( 5 �ccT�n
9-3ti (Ae,;,,,
MA OZ9757
Type of Building:
Dwelling No.of Bedrooms Lot Size\6,360 sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 7_1 O gallons per day. Calculated daily flow 3`19 gallons.
Plan Date 11h. . .lib Number of sheets 1 Revision Date
Title ':S(Ec �., o� 121 �.c�1 �c.i �oG� r MA,pezoa- S�So.n ou,�c�rsy,
Size of Septic Tank 150U a►jch,5 Type of S.A.S.
Description of Soil
I Nature of`RepArs or Alterations(Answer when applicable) s�'�,1� n�U 4 n ,c 1'G�� �,►.c< � ���� �-
,
desi�,
Date last inspected: J
Agreement:
The undersigned agrees to ensure the construction and mainte ne of the e afore described on-site sewage disposal system
" in accordance with the provisions of Titl f the Enviro and not to place the system in operation until a Certifi-
Cate of Compliance has been.iss t o
Signed / _Date
a. Application Approved by ,� 1 _ ,f \, - Date t
Application Disapproved forte following reasons
r
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( )Repaired ( ) Upgraded( )
Abandoned( )by `-
at 1 Z ! r P�� v�ti, �t c� UC ha b constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit Nomy ated
Installer Designer
The issuance of this permit shall of be construed as a guarantee that the system 1 fu o designe . '
Date /Hc/ �'!j/ Inspector
.. �:-b,:j————————— —————————————— -,�^•
Y
No.-� C '` 4IJ
Fee__ -�.•
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC-HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Migpoar *pgtem Construction"permit
Permission is hereby grantedAo onststt t( )$e r( ) g ade � Abandon~
System located at - � � ��
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:Cons tion inu t7 be ompleted within three years of the date of this
...,.. ,Date:. / Approved by
Town of Barnstable
sEr, o Regulatory Services
Thomas F. Geiler,Director
* saxtasrAsr,,E,
B ,e� Public Health Division
1639. 61 Thomas McKean,Director
200 Main Street;Hyannis,MA.02601
Office: 508-862-4644 . Fax: 508-790-6304
Installer&Desiper Certification Form
1��23Z
Date: 2 Sewage Permit# Assessor's Map1Parcel
(DesignersCAFC& 1�111(1 Installer:
Address: 1 � ,. , Address:
�A N POLZT
On ��aj"G'� was issued a permit to install a
(date) (installer.)
septic system at AL/ eSf t9 aleey-vIlle, based on a design drawn by
(ad ie
Daniel A. Oida, Pe, dated v, `7&41
(d6signer)
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 t eptic system referenced above was installed with major changes (i.e.
greater than 1,W lateral relocation of the SAS or any vertical relocation of any component
qW
system) but in accordance with State &Local Regulations. Plan revision or
uilt by designer to follow:.
C?.JALA
nature) CIViL <n
No.46502
NA
(Designer's Signature) (Affix Designer's Stamp Mere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH IDMSION. 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 For►n M6-04.doc
f - P wn off'Barnsta e
x D�epartanetat oy�Ie t4,Safety and Em nromffiea9;Ses�aees
�/ e 3 gs.4.aT ..:. Y>7s. pfr'd"° .4'�'� �y„��+v � r�a '�".. D'•Y� v�'y F."".:� ,
Date
f�
36.7MainSuu;...p-uts:MkA?02Gtlf:
ate.
stuua AbM
n�rta Date:Seheduled r2 Tim
1+ 4.
>S'� l ilc I l . Asses���r�t ��° s�°� � osal
•
lY
Performed By t Witnessed
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•Xr•.e e••fi a •wr {{ ,: `,v"' } r'• vJ c ! j•?{ ;2,� Sf ..
...fFG ..".viacCkk > t •.�.�f`..,` r�.�
vn
Lboation Address Owner's:Name m
� Y
Adaress.
Assessor's MaptParcel. � Engir+eer'sh/y.--- :
NEW CONST1tUCTION' REPAIR Telephone# .S QIe ���
Land Use T7�...4 t; „R� .Surfisce Stones
'Slopes(%o);
Distances from: Open Water$ody t Area tt Drinking Water Well f3
Drainage way. �ft Property)Line ��..- f4 Other. � ...
SKETCH;, Street'tiarrie,di.iienstons oflot,yxact.locattons;of test holes&,pate tests;,locate wetlands in`proxirn'aty to holes)
JA-
s
11
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For i e.
...........
..
i N :.V..: j";
i
Parentmateriat(geologic): Depth;to'13edrock "f
Depth to Groundwater Standing Water in Mule: Weepinghnm.l?iCFace
Estimated Seasonal;Hiigh;Gcoundwater
�+.* } v r \
•.,�r � tti ...... .•v.< } r.fa•,f r....,."w..rx.•rf:.rt+.,, ia't, .av5k �.�.�f�Hffic'74r 1 +...
Method Used r'
Depth:Observed standing in obs.hole;. in: Depth to=soil mottles: An:
n. ft.-♦e. en...nFs:f nm.etch.r f'nha haste.'. in. Groundwater Adjustment ft:
;..Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
%
LD � �7
lc,- �
3Z-I3
. ...... ........ .....•..:...:....,.........:.. .::..... . .::4r.:.}}.:.::{.}:4>::tL{.:.:t{.}:,}:::.}:.}:.::}:.:4::.>:.}}..::::::::':�}::}:ttt.Y:.:
::•':.fit•:.};::•:>}:•:.:,':.:.... ...�.:•:{•.{•::::::
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,v:.:,Y:•:,4.••};r{;4v;,4,.:•:::.�}�(}yM!�fi•�V�� v: �� dv}:,,� .};}.\:v:,.v:r.vrt•}'^}}}IL•.. v:.\v. .,.
.;......,rr.:.:?:.:w.:•- .....}Y..:}r...r. 4E.....t...Y rr i.......r..::......... 4:,.:.::•.,... :.::.....;..:...:..:L.}::.:::::•::
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistena.e e G el
ig
x:J:::.:::4;;:::{i:::t:•$:••{�':;iY}::•:•::::y{;{:.v::::ii•:.:4::•'}S.t{.:•"}Y;?ri{:iL:%:...:....:..;:-..:v::•;•Hi}rv:.Yr::.v:::n::.rt:.w:::rv:x::::::.:vv::�.:w:.::n:.:.v.•.vt.\w:.;::::
4
•.:x;:���,/R:IA;}ti}i.-�!•:lM;"+,..v. vn: :••K:,.vwA}}nv::::.4::::}.v.:b.v}\.:L.v:.:':•}}}: ,•r+r•::•:•}:4}v:......... -
..- ''i::ti:�},'ti'i'':•:{':i'::v}x}urx...:;Nf•:h:;:r.. �•,v,.r}:{•}r,....}:;::.+i+�;}..:.:Vx•.LY,.;(?:,".:•v'•:
Depth from Soil Horizon Soil Texture$ti:
Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
n i en e c
1F�lo,•gd itasaaraerce.Rafe 16�(�m:
Above 500 year flood,boundary No= Yes
Within 500 year boundary No ,K , Yes
Within 100 year flood'boundary No_[! Yes
Depth of Naturally occurring Pervious M t� trial
Does at least four feet of naturally occurring pervious rterial exist in all areas observed throughout the
area proposed for the soil absorption system? _
If not,what is the depth of naturally occurring pervious material?
Certification
I.certify that on V (date)I have passed the soil evaluator examination approved by the
Department ofEnviron ental-Protection_and.that the above analysis was-performed by=consistent with
the srn i training,expertise and experience described in 310 CMR 15.017.
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Mar 15 '01 11:5f F W/W �j y
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on fforimiz
HOSPITAL
.+.K.as�++:N Yv fa�rv'riicce-nawan$'irrs'wc56'ngf]'sh1'rcrs"U/4%i Cxt'BCfCldt@
275 Sandwich Street,rlymouth,,MA 02360
(506) t 464Wi I llX(SVb)14t1AM61
Fax o f MO-1 i 5 -
JORDAN HOSPITAL
PLYMOUTH,MASSACHUSETTS
508-746-2000
508-746-9I61 TVY
Y g ..fASa� [1�T �r Tr r��rs�.. �11V�0,3V-�� V
r v x.rt,�v RE3(j," L 1 E�.>GFHONE:
HUMAN RESOURCES FAX NUMBER: 508-830-2540
�J r
r f [ t\ 1 1 4
FROM; ku C.cr i v �r� Nr ✓ I� tic dam,q:...�
DATE:
RE:
NUMBER OF PAGES INCLUDING THIS COVER SHFET;
FT
! t!
ryty Gl� /`%�4 1 � ( ,C [� r V V-14— r`ILV-
/?A pay/ _ S X { h"Z I
y c ;fj if c• t fir<r47'�- . ucti,
STATF_.MT.NT or rONFTDVNTT tuxo r?aw Ai.IT : ThP.��..u.�.��*r.�..�.,.:+.oa ti., ti:� o ,.-:...ats
a- a r.ww aaavuw-cxwaaaaa;xTitiM v;J' 11AAA�c
tv a oxa. iisvw iia$zsvu xx vx�u vvxvau .xxv�p�zm`aCaU 111Ay Con, 1 iu$17y�IIil'A1 allII pi'IV'iltsged jnjo�jjlQjj�}i'],
Tt.:< :..r a_ J_-. If you are
.utb tulvrtttuut,u is,U►rut�'Cu for ihe,n3E�v one adaiessee named on t[1t5 iransmittSi sheet.
not the addressee,any disciosure,photocopying,distribution or use of its content is prohibited. If
you have received this facsimile in error,please call us immediately at 508-746-2000,extension 2030
so that we can arrange to retrieve the original documents. Thank you.
,Accreditationn with commPndation by the Joint Commissinn on the Ascrrcdiwion of Hmlthcarr Organizations, 1996.
r Mar 15 '01 12:57 P.02/02
L T ' OFFICEVE
CLOMMO NWZALTH OF MASSACHUSrM
DzPABT'1 zxT OF ENVIRONMENTAL PROTECTION
OFFICIAL INSPECTION FORM—NOT FOR VOLMARY ASSISShEMS
SLMSUMACE SEWAGE DISPOSAL SYSTEM FOB
F��A•
MAP 1116 CERTMCATION
property Addem! t l i W E-5T A 0Vq lz10:
Daft of i=Pft'd n: t-2C�- Col �
Name otIgspeetor:(phttan print)C—:dwA�'.0 C �•,R.D .
Company Nam: €bwago(, k.
Naftq Address.f 1 idMU 4Q-5-
s�e:ta �e on*
T&VheasNumber:egg 4923,
CERTIMATIONSTAMMW
I Cadb tit 11mvc pally inst tcd the stwa;e dispoW system at than add and tit the kfarrandon Morted,
bolow a was,actuate aw convkt a as of do tao olf aw bwectim ne bwoom wa pabmwd bow 0 my
taNipg and 43CIM"M in the P20M faction and msiwanaoco of an site sewage disposal systow.I am a DEP
approved systeot Impactor patsuaot to Seetdon 15.340 of Title 5(3I0 CMR 13,000). The system
Passes
• � Passes
Needs Fwt w Eva1ts it u by tk Lwsi Approvijig Audwfity,
Fails
Inspectors Daft / ;u-M
the syatern it,epector abet) a�Y gf t}� ,r�tt m rise�,.�� ��1�or
DEP)within 30 days of a0pleAag%b ittgmcdw If the system is a shu"system cc la 4 design flow of 10,000
gpd dr 111610r,the hspaatos aid the system owner sital►submit the report to the appropriate regional ofoe of the
DEP.The ottittal sboWd be sent to the system owner ud copies sent to the tiuyer.If applicable,and dw approving
amity.
NOW
and t►ts l6)00 &.4f.Z 746tW Aiv Rgv'so Rwa Crff4f,Cz
/ #,AtDr.(Dw4*",.i Cj f€Zk. To Now-jLe, pum-c-v /ak, A44 c.A;'VoR'le
M"rt cn$y churl s at as sate of lagwti"and undar tit eop411dow of mist tit
aims T1*1weetion da not addr=bow the w6fts will pwom a tk w4wr eke some or diffoms
conditte"I of tss1.
'Title 5 bispftfion Pam &I$*= •I
Russ Averna Feb 5,2001
111 Forest Street
Duxbury, Mass. 02332-2949
Contract for work to be done at 121 Westbay road.
1.Remove two layers of roof shingles and replace with architect asphalt shingles.
2.Remove all sidewall shingles with the exception of the bulkhead area and install white cedar shingles.
3. Install corner boards to upper portion of house and repair any rotted corner boards.
4. Remove approximately three thousand feet of plaster and lathes one thousand feet of wafer board.
5. Install approximately four thousand feet of sheetrock and skimcoat.
6. Install insulation in perimeter walls that have been gutted.
7. Install electric as discussed(see attached electric list).
8. Install linoleum in kitchen,kitchen mud room and bathroom that is being gutted.
9. Install two full view storm doors.
10. Rip up rugs in Matts room and daughters room.
11. Install bifold doors in mud room and first floor bedroom.
12. Install shelves in laundry room, first floor bedroom and entry closet.
13. Install draw stops in first floor bedroom.
14. Install wide crown moldings in perimeter walls of addition.
15. Adjust magnets in all interior existing cabinet doors.
16. Install wainscoat paneling on ceiling,in Matts room.
17. Make pine door for Matts closet.
18. Install fourteen double hung replacement windows.
19. Box out kitchen window and relocate. .
THE COMMONWEALTH OF
MASSACHUSETTS `
6 BOARD O_ AEALTH
......-.OF........... ...... ...........
'y an Individual Sewage Disposal
Application is hereby made for a Permit to Construct ( ) oa
( ) a p
System at:
a
`atio - dd esf s or Lot No. ?
a
wner Addre
a f
= � >---------------------------
Installer Address
UTy,e of Build Size Lot_____________________ ______Sq. feet
Dwelling No. of Bedrooms_______________________ ___________________Expansion Attic ( ) Garbage Grinder ( )
pa-, Other—Type of Building _-_____--- No. of persons____________________________ Showers ( ) — Cafeteria ( )
d Other fixtures ----------
--- ----------
W Design Flow.._-.--------------------�__... ___.: <lions per person per day. Total daily flow..... g<
-- ----- --gallons.
WSeptic Tank Liquid capacity ___gallons Length___ _____-.Width................ Diameter.................Depth- ----
tal T 1 e im area-------------- ft.
x Disposal Trench—No...----•_-__--.-...... Wid•I___:...._. _. 'r g, q.
Seepage Pit No----1_-------------- Diameter._ --{--_ ept be .w mlet_____ o a aching area._-_._..-.-.__--sq. ft.
z Other Distribution box ( ), Dosing tank ( )
aPercolation Test Results Performed by------.....................................................................Date-_-------.-..--------------.-----------.
Test Pit No. 1----------------minutes per inch Depth of "Pest Pit..............._._.. Depth to ground water.-..__..._-__.-.__..----
f1 Test Pit No. 2................minut per.inchjDjeth of Test Pit..............._.._. Depth to ground water_........-_____._._._...
------ -- --------------------
- - - - ----
0 Descri tion of Soil______ _______ c-
U -------------------------------------------------------------------------------------- ------------------------------- ---------------- --------------
W ------------------------------------------------------ ------ ::------. t ' --------
-------- -- -------`- ------=-
U Natur f Repairs or Alt ations Answer when applica �� `''' �"
Q _
greement: �� ✓
The undersigned agrees tb--install the aforedescribed Indivi ual Sewage Disposal System in accordance with
the provisions of Article NI of the State Sanitary Code— `The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issule&by the board,of health.
Signed l`--- �'' ; ;-•----f,c
Application Approved BY f -- ----- ---- l°
� - ;�'`
Application Disapproved for the f ollowingL reasons-......................................... -----------------------------------------•--------------------------
----------------------------------------- -----------------------� ---------------------------------------------------------------------------
..............•-•-•-••-•-•-•---••--•--•------•----r Date
PermitNo.......................................................... Issued-------------------------------........................ fi
Date
I `\
•' ��. '• -/ems sEN+r'..r- 4 \ �' '� .
' t
THE COMMONWEALTH OF MASSACHUSETTS a r
" i r
G
BOA R D F 'FA E A
AVVIiratioft -for 4:3 Voiial Wore
.Application is hereby made for a Permit to C lns uct (� ) or Repair (` ) an Individual Sewage Disposal rr"�
System at:
... •••• ..... ------- --- ----------- ----------- --- -----------------•--- ••.........
• c tiotfi'�rAdd ess "r +l, or Lot No.
.t
;• 1b� r ress
nstaller I Address ems'
QLot 'e of Buldi � � Size _._.____...-----------------S q. feet �
U Dwelln No. of Bedrooms-----------F.._.-------------- , .._-__-Expansion Attic ( ) Garbage Grinder ( )
p, Other—Type of Building :............. .....t No of persons_-_____.-.-_•----.---_-_.-_ Showers ( ) — Cafeteria ( )
Gt, Other fixtures -----r ----------i------------- ----------- ------ 't---- ----- •-- ---------
W Design Flow.......................... .._..._gallons per person per day. Total daily flow............................................gallons.
• i
x
Septic Tank—Liquid capacity-_-_--.____
gallons] L"en�t
Tr th---------------- Width................ Diameter---------------- Depth......:_...._.
Disposal ench—No_____________________ Width-___.___..___:.:___. Total Length--------------------- Total leaching area_-..........------sq. ft.
Seepage Pit No....__-------------- Diameter.:---------------1 Depth below inlet.................... Total leaching area:._.-___-.--_--_sq. tt.
z Other Distribution box ( ) O (Dosing.ta ,( )
Percolation Test Results Performed by-------------------------------------------------------------------------- Date----------------------------------------
,al Test Pit No. I._______________nainutes per inch Dept of '.Test Pit..._...__._...__.__. Depth to ground water........----------------
G% Test Pit No. 2----------------minutes per inch D`epptii o " Test Pit-------------------- Depth to ground water-..-----------I..........
P4 1 -----
D Description of Soil------- - /��►. '---------------------- ------------------ ------------
",!
U ----------- - ----- -------------
W ,
x Nature of P.e--a------or°--- -------- --------�-----------------------'-=� �"---- .----•------------ -------------;---- -- --
U p Aiterati Answer when ppli _ �.... .. l .
Agreement: l7
i g
The -undersigned agrees to instal�aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article YI of.the State Sanitary Code he undersigned further ag Fees not to place the system in
operation until a Certificate of Compliance has been i e— by the board of ealth.
'§f Signe ..Date�+th.
„APplication Approved BY ',,,;:
t r;
Application Disapproved for the following reasons:.'..
r,P' �,
......... ----•--•-------•---••----•..................... .............. .----•-......---•--......._......... . ..................
Date
,j Permit No.............................. ' Issued
•---••--.._..--.
Date
tiL �tHE COMMONWEALTH OF MASSACHUSETTS
'-60ARD OF HEALTH
f OF.... ...............................
�3
T S IS.T RT That the Individual Sewage.Disposal,System constructed ( ) or Repaired ( )
MAL
Installer
a 'lication for Disposal Works Construction Permit Now---___ - a at d.. C)151'ee
e as escribe . the
has,�een installed P accor.dance wi - e provisions of Article XI of Th State Shcted....__ _�_ :.: «T__.
THE ISSUANCE OF THIS,.CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THk -
__e SYSTEMA�IL N FU C ION SATISFACTORY. f
f,,.s°
DATE 7 = Inspector
'� C
THE COMMONWEALTH OF MASSACHUSETTS
..
BOARD OF EA LT ,
FEE_ ...............
M Di-spo l ork,q IT( i4r , ' at prrmit
yX Permissio i reby grante : l ---. -•=•- ......-- ---•...................••--...-------__..._..____.__..................................................
nst u t rr epair ndivid Se ge D' 'S;
at No.-I . ....... •-•• - : ---- ---------•-= -- -------------- -----• ............
----- --- - --
street ;
as shown on the application for Dis osaI orks Construction P No.-_ ted-.� _':_._.Q ___.P
Bo f He
DATE. / ----------- -•--- T.
_
f r-
,• /
FORM I255 HO BS & WARR£N IN' LISH R$ .
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MEETHOD5 OF GON5TRUGTICN a TO THE REWRI EMENTS OF A5TM A615. G. ROOF SHFATHING-EXPOSURE I,5/8 �I %�/ANCHCRMATE TO FORMWORK PRIOR TO CONCRETE
SPAN ;, POUR F✓�<CORRECT PLACEMENT.
ERECTION OF STRUCTURAL MATERIALS 5 AV RA EA !6". -
IS THE CONTRACTOR'S RE5FON5131LiTY. STRUCTURAL 5TEEL 8.MORTAR SHALL CONFORM TO THE
REOJ REMENT5 OF ASTM G 270 - _
I. DE5 G\,FABRaATiG\ E ERECTION AND SHALL BE ? a= M OR S. DESIGN CRITERIA �\ DUb-SD52.5vW1�5^328 l/8 DIA!=TAR ANCHOR BOLT s
3. THE CONTRACTOR IS RESPONSIBLE 8 M..\W V8 O ER NUT EETAEEN 557328 a 7/8'
FOR D155EM!NA7 1ON OF ALL SHALL 5E IN A/CORDANG=XI T H ?,OLALIT!ASSURANCE TESTING a �_/ THREADED ROD INTO HO DDOWN. POSITION 55752L5 H
r -E A!�C SP=Gr.CA",ON FGR a P X/ANC ORMATE TO FORMXOR< PRIOR?0 CONCRETE o
REVISIONS a REOL:REMENTS? INSP=G'ION SHALL BE PERFORMED APR 5�1_DIN6 GORE o
THE SUBGONTRAG7OR5. 5',RU'/ URAL 5TEEL FOR BUILDINGS, /- : MA55AGH SE??5 8Tr _I7ITICN POUR FOR CORRECT FLAGEYENT. w
.AIRS EDITION.
IN ACCORDANCE AITH THE
REOJIREM=NTS OF AG': 530.1/A5CE 6/88. I! w oV 4. REASONABLE CARE HAS BEEN 2. D_515N WIND SPED: 110 M 5 PH -DU14-5DS2 W/ 55!X30 I' DIAME =R ANCHOR BOLT
TAKEN IN THE PREPARA`ON OF 2. 51RUC URAL S-APES SHALL GONFORM _XFO5URE G, 1=1.G,6= +/-O.iB 0,41, A/CNkN GOLF =R NUT SETA`EN 551X30 aTO T^E FOLLOX NG: FRAMIN6 LUMBER a CONNECTORSTHREADED r T I (I c
ALL DRAWIN65 AND SPEC FIGATIGNS. T �_AD_D ROD I\ G HO_DDCWN XI_H HOLD✓OWN
HOIWEVER THE ENGINEER DOES NCT ATTACHED 1C 6X6 POST. P051 ION 531X30 W/
GUARANTEE AGAINST HUMAN ERROR A. %HIDE FLANGE M_M5_RS RS?M 1.ALL FRAMIN6 LUMBER SHALL 5E �� ANGHORMAI= TO FORMWORK PRIOR TO GONGRETE C� W
a FOR THAT REASON iT 15 iMFERA-IVE AOO2 GRAD= 50. KILN DRIJ 10� MAX MUM MOISTURE POUR FOR CORRECT F'AC=MENT.
THAT,HEE CONTRACTOR SHAI L GHEC< CONTENT. LUMBER SHALL MEET
ALL DIMENSIONS a DETX 5 a MUST 3. CHANNELS a ANGLE5 A57M A36. AS A MINIMUM THE FOLLOWN6 T - jI
_ vE.1 F F = 5 RUGT KAL D=SIGN CRITERIA :I44 VERI,Y ALL CONDITIONS DI \5 ON5, D_56N VALUES FOR 5FRUGE-FINE-FIR: l co
a =LEVATION5 AT THE 5 TE. ALL C. H55 ROJND a R_C7A\5ULAR TUBES
D 50REPANGIE5 SHALL BE BROJ6HT TO A5`M A 500,GRADE 3 FY=46 K51. A. 2X 5TUD5 CONSTRUCT!ON 6RADE - FIR57-FL OOR 40 P5F ILL Fy V
TO THE ATTENTION OF `HE ENGINEER F5=800,FV=65,FG=750 io P57 DL c
3. ALL GAL VANIZIN6 SHALL CONFORM = -_ SECOND FLOOR 40 P5F ILL v a
/ T u TO AST?! A 125. 5. 2X JOISTS/RA T_R5 NO. GRADE
5. THE ON-RAG OR SHA S B IT F/n CONCRETE
COMPLETE SHOP DRAWIN65 FOR F3=1150,FV=7O 0 PSF DL G✓NNE O\`O FOUNDATION
ALL CONCRETE REINFORGiN6,ALL 4, -/ _ / -/- i _ ,H I - AT`IC/5?0. 2G F5F LL ' H
7✓L D C✓N\_ 1 IONS 5-A__5= W` C POST NG. 16RADE FB=bGO, d
STRUCTURAL 5TEEL, a BOTH E16•=SR=N61, 3OLT5 IN ACCORDANCE /_ G PSF DL . UNDAT!ON SILL PLATE CONNECTION TO CONK,';
GALGU'LA?IONS a SHOP DRAWIN65 WITH THE 5PECIFICA-!CN FOR FV=65,F -6 75 L ;.
FOR ALL MANU'FAGTURERED 'JMB=R .;, - ROOF GS 3C P5F SL
5?RJ..-URAL .^OIN?S US!N6 ASTM A 325 IO PSE DL 0*01M,.-I
PRODUCTS a THEIR CONNECTORS �- 4c r I 2.ALL FASTENING OF FRAMING, I 5/8" DIAME I�R ANCHOR BOLTS C� 32" G.G.
✓R A O B✓_ 5
FOR REVIEW PRIOR TO FAB'iGATIO\. P'_A?E5,SILLS,SHEATHING a I - EXT.AX 1 5/5TOR. 100 PLF DL Ii (!
OTHER WOOD MEM5ER5 SHALL NOTE: ANCHOR BOLT5 REFERENGFD ABOVE -0 5E 5/8"DIA.
5. ANCHOR BOL`5 5^ALL B_ ASTM A 3C1. BE IN ACCORDANCE AI`H THE - IN? WALL 5/STGR. 80 PLF DL i A5G7 57EEL ANCHOR BOLT W/3' X 3' X 1/4" PLATE WASHERS ',
D=TAI_S SHOWN a MINIMUM W/1" MINIM.IM Eu5 DMENT INTO CONCRETE.
CONCRETE T ^ u = - DECKS/PGRGH._5 40 ?SF
6 W LLS SHALL 5E MADE ,�"OPERATORS RE,xJ,R E\T5 O THE i0 P5'r I I
I. ALL CONCRETE WORK AND MATERIALS G �c" D 5" T-E STANDARD MA55AGHIJ5F`-5 STATE BUILDING
SHALL COMPLY WITH THE 5PF'IF CATIONS O ALI ICATION FROG-DURE C= THE CODE b H EDIT'CN.
FOR STRUCTURAL CONCRETE =0R BJ:_DIN65 AMERI/AN W=LOINS SOCIETY. G
(AGI 301-8?). 3. CON\. GTOR5 SHOWN ARE AS O °�
1.API ✓INS SHALL 5E IN ACCORDANCE MANUrAGTURED BY SIMFSON tjj G 4
LJ `/ W' THE G� ^ I STRONG- I. CO. 'NC. SUBS-ITU?!ON5 SE- AL j ^,
2.ALL CONCRETE SHALL HAVE A 28-DA1 i A%N5 Di.i ✓DE =✓R WE_PIN6 MUST 6 APPROVED 1N WRITING _ONrDEscR.P:oN BNB¢o MB ROF i NA,Ls=ACI LO
COMPRESSIVE STRENGTH OF 3000 PSI, IN SJII ✓\6 ✓NSTR G T lGN. o:. ' AILS j BOX NAP_5 W
WITH MAXi`�UM 1 INCH A66RE&AT= a BY THE ENGINEER. INSTALLATION ROO=c¢AMI\b I O 00
MAXIMUM 6%AIR ENTRAINMENT FCR /nl / �,: OF AL_ CONNECTORS SHALL BE I,
b.CONINE..,I✓N5 NOT DETAILED SHALL IN STRICT AGGCRDANGE All= TH_ �, BLo<:G To RA=-¢(co=_nALEOJ =-ev =-lov j =_Ac D j s6 011)
EXTERIOR CONCRETE EXPOSED TO BE D=515N=D FOR THE LOADS SH'GWN HE MANUFAGPJRER'S I\5TR'v'GTIG v5 a1M BOARD To RA P=e Mw--NAILED) j 2-16n 3-,6D EAGn END
MO!5TURE. ON THE DRAYN'\55 OR FOR LOADS _ ¢ CID
I\ .-F STANDARD LOAD a MOST EMPLOY ALL REQUIRED WA FRAMING 1 O
6
`I FASTENERS. -
F I _ TABLES O A SG FOR HIE SPAN,
3. ALL REINFOR/INS STEEL SHALL 3F - TOP _ATE5 AT I\ R.5=Li!ON5('-AL5-WI!ED) <_167 5-16D I AT.'OINTS +.>
D=FORMED BARS OF NEW BILLET STEEL SECTION a R_N6 5PEGFIED. STUD-O Sr-FAD Nn1 Fv) 2-16D ' 2:ED =a'O.C.
4. ALL GONNFGTORS SHALL BE
GO\FORMING TO ASTM A 615 6RADE 60. HEADER O ,FAD R,FAG=-AILED) bD bD 6'OL.ALONGED6E5
O / "T i_ --=I HOT DIF GALVANIZED. 11
-VA ✓N5 NOTED A OP✓ E__" FLOOR FRA NO j
/ E R ER 0 THE TOP FLANGE G ROLLED 0
4..,ON,.RETE COVER CF R=!NFOR„INS EARS I Jolsr o sI�L,To _A=_OR G.RDER ROE-NAILED) A-aD a_:oD I PE¢.,DISH
_ 1 SECTIONS. 5. NSTALL ALL CONNECTOR FASTENERS (0 to
5-"'ALL BE AS 1 OL_ONS: _ / B'AC<IN6 TO JCS. 0=-\A 2=OD EAC ND -0 +
BEFORE LGADIN D THE JOINT.
A. 3" AT CONCRETE PLACED DIRECT!_ B_OC<NG TO S LL OR FLA ROE A L D) 5-!bD 4 16D ( EAC BLOCK I N +'
AGAINST EARTH. MA50NRY 6. SPLIT 'HOOD 15 N07 ACCEPTABLE it LEvbER ST. 'P TO BEAM OR G,RD_R.=AO=-NAILED) 5,bD I <IbD j EaO _ST -0 0 7 Z
FOR ANY CONNECTION. JOIST ON-D6=_R TO BEAM(TOE-NAI'_ED) 5-6D j s:oD j P R JosT j 4-1 (n -cc
B. 2" AT ALL OTHER LOGATiONS. 0
I. MASONRY GONST'U'C?IGN SHALL _ j; BAND,:OIST TOAiST=ND+VAILEDI ! 5-IbD I �IbD i �R Jolsr 1 {AAA��,/ � �(0 �
CON=O�cM 0 1 HE R=0'UR=MENT5. 1. ALL EXPOSED FRAMING MEMBERS SAID JOIST TD SILL OR TOP PLATE ROE-NA!SP) ! 2-16D ! 9-bD �R FOOT �^ N V 5. NO HORIZONTAL GONSTRIJGT,O\JOINTS GI SFECIFIGAT GINS FOR MASONRY SHALL BE TREATED PER AWFA ROOFS A V/ c6
ARF ALLOW=D,UNLESS 5FEGIF.CA Y 5TRUGTLRE5(AGI 530 1/ASGE 6-b8). G2/CQ CGA 0.25 a MEM5ER5 IN 0 +.�
SHOWN ON THE DRAWIN65 OR ALLO^ED 5TRENSTH OF MA5CNR" E M=1500 F5i. CONTACT WITH 501L SHALL BE WooD s we-RAL PA LS 0 U) y
IN WRITING 5Y THE ENGINEER. TREAT=D PER AIWPA G23/G24 RAFTERS OR TRUSSES SPACED JP TO 16"O.C. aD OD j 6"EDGE/6"FEED � CO) 0 � U)
2. VERTICAL R=pFORGiN6 OF MASONRY GGA 0.60. JOB SITE FABR!GATiGNS ! RAF ERs OR R s s SPA =_D o�R b o.c. aD OD EVGE/a FEED 11)
0 Y _ cu
R=INFO¢CI\6 EMBEDMENT STA DARD XA_LS SHALL BE AS ND GAT-D ON CUTS a BORES STALL BE TREATED IN 1I GABLE ENDWA L RAK OR RA<F R 55 W O bABLE OVERnANb 6D 1 OD j 6"EDGE/6'FIELD
- BAR _ENOT.1 Noo< - / // AGGCRDANGE WI H AWPA STD. M4. r
E DRAXIN D5. A__ ✓RE5 OF GABLE E DN LL RAKE OR¢A<--'. 55 /5 RUC^JRAL O,.TLOO<ER5 BD OD v_76=/6 -,E_D
.< 12• 12-. V 0 I 11- 1 L _ L rq� �4- V
AJ /NR/Y`I IJN� 5 S`1A_/IPJ L_✓ 1 F V I/ I -6A5L =\DWALL RAc OR RA<F TRUSS K/LOO<OUT BLOC<5 ! BD ! :OD <^EDGE/4 FS!-V Wi O r N
X T 5R✓U 1. REIN-OR N6 3AR 8. A__ MANU. AG-,:RED LV_ W✓OD -RA. IINa
w j 2.' 6 1 'LAPS SHALL BE 2-6" MiN. MEM3ER5 SHALL HAVE FO LO✓WING I CE. b s AT,Nb = O
.�L % j 2<.. ,6• I PHYSICAL PROPERTIES AS A MINIMUM: GYPS,..,AAL�ARD 5D COOLERS - l"EDGE/O•FIELD ,
3. HORIZONTAL JOINT RE!NFORCIN6 _ 6 I' WALL S EA b job no.: ib12
FOR MASONRY HALL BE EOUAL E=2.OXI0 P5'.,FB=280C,FV=240. WCrD s R T.RA PANELS f
FO'UNDATION5 TO DI UR O-WALL TRUSS \�ANUFA/. RED �; date O2 MAR 2o':r
WITH WIRE CONFORMING TO A5 M A 82 ?. ALL FLOOR JOISTS SHALL 3_ AS sroDS sPACFD P o 2 o.c. 6D OD b'EDGE/2"PEED
C^ ♦ p scale As NOTEv
a COATED F✓R ✓RRO5 ON PROTECT ION 2"AND 25 32 :BER CARD PANES BD �% F ELD
'' /'' ' P ^T MANJFAG-IRERED 5Y BOISE CASCADE ' 1 drawn
I.THE ALLOWABLE PRESUMED 501E \ AGGCRDANGE WI?H ASTM A ;53, a A5 SIZED ON THE DRAWIN65. ALL v2 6MPSUM hA_LBOARD sD CooLERs N"waN IzT AGE/o F=_Lv
SCARING GAPGITY 15,3000 05F1 GLASS 5-2. ALL /HIRE SHALL 3- FA51_NIN6,BEARIN6,5RAGIN5 a 1 FLOOD 5 A-HING X3 to
WHICH 15 TO BE VERIFIED IN THE FIELD ? GAG.XINIMJM. PROVIDE MINIMUM 57!F ENIN6 SHALL BE IN STRICT ACCORDANCE �
WOOD STZI %RAL PANEL5 .i rev.
BEFORE CONSTRUCTION. LAP OF 6 a USE PREFA5R.ATED -'S WITH THE MANUFAGTCRER'5 R_OUIREM_NT5. <'' '
OR GOB\-R SECT ONS A ALL - OR LESS 6D IOD hPV�rq 6"EDb /2"F1ELD�
d
WAL IL : _ / /` I - -GREW=R-�A\1" !OD IbD , 6"EDGE/6"FIELD
2. F0071N65 SHALL BE CARR!ED \ _RSE 1I✓\5.
TO LOWER ELEVATION THAN SHOW` IS
ON THE DRAWIN65 IF REGUIRED TC 4 G I/ - MASONRY SHALL
R G\„BETE I,ASG\': UNITS S;AL_
REACH PROPER BEAR!N6 GAPGITY. CONFORM TO A57M C ?O
ISSUED FOR PERMITTING sbt 6 of e
/ E
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A� A5 Ap L F AND✓OWI e `°
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job no.: Ib'.2
fY—�I ®16`OL. X.O 5"R.RA�R �2XI0.514 RA:
date
:
02 I.IARGM 2011
'---- �• L �—�----• :��--�I� wog
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____ ________ ___________________ ___________________ / \
i _ _ __ _ A50JS NEFy O°Ekl`dR � N ti
_ ________'_' coi p O OP_A NTMY. w_'O'P:AT 1 5JJ IASIVE 04Y I I o O
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1 I; + I + , I - tg Fp::R 7eE5 FASTEI.ED '\A_R4MiW 5'L'OS AV 51_5 M'1 I o L
i 1 1 ' I I (PROVIDE 5Lo HS ,. ' I, , c
' I°I- I 2C2CTC I I g _ ' II AS 4mDw_D) Ib]s NYC NAPS IN 2 i0/5
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FRAMI\G P'=M9E¢5 �1 ! ___________________�` Al
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IF USED AN 12'110r U,RN_=R5.
3 30'S '..A.BE FA5T7v,D
STAGGERED NAIL (DOUBLE NA L EDGE SPACING DETAIL) NOTES: v3x3^✓.;E M°t'YS
PATTERN
I 'F,:V RJN PARALLF-TO , R
' SHEAR WALL.h_ SLOO<!NS
' i - SNAL BE A FLOOR JO!S- Fy
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PAN_L EJoD NOT& INTERIOR V1ALv
ALL DMERIOR K41.5 ARE COS RE-IIIZ iW D_ANS NAgJ V
PERFORMED SHEAR AMID-------------------------------------------------------------------------------------
M
1�1
VERTICAL AND HORIZON-AL NAILING NARROW-WALL BRACING' V
FOR ALL PLYWOOD AALL SHOAT=iNS TYP. INT. NON-LOAD B1=ARING WALL � AI-R STRAPPING
SEAL E: I/.2 O" SCALE: /2 v 1 -O" , y ' SGALE� I/2" I. _O" cc
v co
60
UPPER -RAFTERS
R RAFTE - I II I 'I II '! II
SIMPSON LS70 7 ``\ � FR'AME-OVER 2X12 LEDGER
'� CLIP j I -li �I II ATTACHED W/3-16D TO EACH
\ u !I II RAFTEf't BELOW F+
LEDGER O -
16D EA. 11
RAFTER �TLO
BELOW 1I ( qi 1 P h 4\ ! C LO
(1)H2.5A W
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(@ each) 00
LSTA12 Lq'
HORIZONTAL 2x BLOCKING FOR LS7000
- C
NAILING THE PLYWOOD EDGES 0
O
LO
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I I
O P N�LYA000 BLOCKING DETAIL O RAFTER CONNECTION:DETAILS O FRAME--OVER LEDGER DETAIL
TO SOALE
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OFT ON 1:ARA 51`!°50N LETA i2 - I I I i - N M�
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SIMPSON LSU26 I ++
RAFTER HANGER
0 0 0 c 0 0 0 o SHED ROOF �I'ronN9 sol.'Ev W/ �. 3 Y N O
RAFTERS 2X10/2X12 LEDGER Sm.ANLi�OR BOLTS 4'
0 0 0 0 0 O r
--- -- -- TIMBERLOK SCREWS(X41 TOP&BOT. I O
- SECURE INTO SOLID FRAMING 2
SPACED @ 16'o/c I
' job no, 1612
i
. 5iB"AN4roR SOLTs TO BE SET A XIN. date02 MARCH 2O11 III
IT Al:IN F007IN6
f
Scale AS VOA
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OPTION 2:2x6 RIDE2 TIES , drawn
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OP
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GE STRAP DETAIL OPTIONS °
.....O O LEDGER DETAIL O GARAGE HOEDOWN DETAIL ® EXT. WALL �,• �°,'p'
n I .
ry" � NOT TO$GALE V NOT TO SCALE NOT TO SCALE I.
C
m I ISSUED FOR PERMITTING Bh1: 8 of 8
LEGEND NOTES o
4" SCH40 VENT WITH Souh A N
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE CHARCOAL FILTER AS 1. DATUM IS NAVD 88 Mo 99 - EXISTING CONTOUR �.
SYSTEM DESIGN. MARKED WITH MAGNETIC TAPE OR SHOWN PLAN VIEW
X 99.� EXIST. SPOT ELEV. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PITCH BACK TO SAS, 2. MUNICIPAL WATER IS EXISTING
PROVIDE MIN. 20" DIAM. WATERTIGHT NO LOW POINTS.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2' CAST IRON COVERS TO GRADE OR CONCRETE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o
-[99]- PROPOSED CONTOUR 2" PEASTONE OR GEOTEXTILE COVERS TO WITHIN 6' GRADE, COORDINATE W OWNER gSt o �GARBAGE DISPOSER IS NOT ALLOWED / I-i 5
TOP FOUND. EL. 37.0 FILTER FABRIC OVER STONE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
198.4] PROPOSED SPOT EL. \
TH1 PROPOSED 2 BEDROOM DWELLING 36.0' MINIMUM .75' OF COVER OVER PRECAST TO BE AASHO H-20 (H-10 TANK)
2% SLOPE REQUIRED OVER SYSTEM 36.0
DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD PRECAST H-10 NOTE: 2" MIN. WALL 5. PIPE JOINTS TO BE MADE WATERTIGHT.
1J TEST HOLE BLOCKS OR RISERS (rYP.) THICKNESS REQUIRED Locu
USE A 220 GPD DESIGN FLOW 2'0 4" SCH40 PVC PRECAST RISERS
MORTAR ALL H_20 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
2 SLOPE OF GROUND ,• :' " : 6" MIN. SUMP PIPES LEVEL 1ST 2' I 4, COMPONENTS 310 CMR 15.000 (TITLE 5.)
12" MIN. INT. DIM. ENDS (TYP.) p, a o rno(
CQ) UTILITY POLE 33.2' 4° NOT TO
SEPTIC TANK: 220 GPD (2) = 440 ".' * 10' 1a" �•�•�•� _08 ES
INV L. 32.0
' TEE 1500 GAL H-10 TEE °°°°°°°° o 0 0 0 0 0 0 0 0 0 0 o o ;°o°o°o°0 33 7 HIS PLAN IS F PROPOSED D WORK ONLY AND P.►S o
32.72 �DO� ��0� ��®O ___M BE USED FOR LOT LINE STAKING OR ANY OTHER Bay Q
SEPTIC TANK 32.47 °°°°°°O° . O®F2E- � ®oa 0000��Doo�� ° ° PURPOSE.
�--� FIRE HYDRANT USE A 1500 GAL. SEPTIC TANK o'° o o•o ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 ,°°°°000°C
ti a' uQ. LEVEL o°o°o°o°o°°° WATERTEST D'BOX o 00000°oo o o o o o o 0 0 0 0 0 0 0 0 00000000
Y GAS BAFFLE ::; '°o°o°0°0°04 'o°o°o°o° 0��®0®���®� �aD000a�o��
ACME OR EQUAL ° °- FOR LEVELNESS N >°°°°°°°° 0�0�0��0�®® ®O®®®OD�DO C0000000
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING oo°o°o°o 000000000
LEACHING: 32.27' 32.1 ' >°o°o°o°o ' °o°gogoo 30.0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD .`'"',.:.r.•:.:"•' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
'o°o°o°o°o°o°o°o°o°o°o°o°°°o°o°°°o°o°o°°°°°o WITHOUT INSPECTION BY BOARD OF HEALTH AND
°0000000�o�o�o�o°o�0000000�°o°o�o°o°o�o°�o°o°°o°°' 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL3/4"-1-1/2" DOUBLE WASHED STONE 4' :TH-20 PERMISSION OBTAINED FROM BOARD OF HEALTH.
BOTTOM 25 x 12.83 (.74) = 237 GPD
*THE INSTALLER SHALL VERIFY THE � ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
TOTAL: 472 S.F. 349 GPD LOCATIONS OF ALL UTILITIES AND ALL 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
COMPACTION. (15.221 [2]) o DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SCALE 1"=2000'f
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT OF WORK.
WITH 4' STONE ALL AROUND PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 116 PARCEL 33
23.0' BOTTOM TH-1 REMOVED 5' BENEATH AND AROUND THE PROPOSED
( 2.5% SLOPE) ( 1 % SLOPE) ( SLOPE) NO GROUNDWATER FOUND LEACHING FACILITY.
H-20 12. EXISTING SEPTIC LOCATION PER TIE-CARD ON FILE
FOUNDATION- 18' SEPTIC TANK 20' D' BOX 12' LEACHING WITH TOWN. EXISTING 3 BEDROOM SEPTIC TO REMAIN
FACILITY FOR MAIN HOUSE. PROPOSED REPLACEMENT OF 2
BEDROOM COTTAGE WITH NEW SEPTIC.
13. EXISTING LEACHING FACILITY (REAR ONLY) SHALL BE
PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. Y r O\/�/NER OF RECORD
SUSAN HODGKINSON
118 HUNTINGTON AVE
BOSTON, MA 02116
REFERENCES
c DEED BOOK 28382 PAGE 199
1 00
LOT ZONING SUMMARY
19,360 S.F. \
' 0.44 AC. �� r ZONING DISTRICT: RC DISTRICT
REQUIRED: EXISTING: PROPOSED:
\ 6� MIN. LOT SIZE 87,126 S.F. 19,360 S.F. 19,360 S.F.
30
MIN. LOT FRONTAGE 20' 69.99' _ 6999' - - --
-r ��: . _v.._; ,.:_..< - MIN.- _.FRONT SETBACK 20'- 105.4' 105.4'
01 MIN. SIDE SETBACK 10' 1.5' a 10.5'
e MIN. REAR SETBACK 10' 2.3' 10.6,
EXISTIN � � MAX. BUILDING HEIGHT 30
SEPTIC OEE ��-�, \ Q. \ #113 WEST BAY RD. BUILDING COVERAGE N/A 15.4% 14.5%
REMAIN ^_�, o DB 28284 PG 71
NOTE 1 a,, SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT
SITE IS LOCATED WITHIN THE. AQUIFER PROTECTION OVERLAY DISTRICT
�ci
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
DAVID STANTON, RS
WITNESS. EXISTING
DATE: 6/10/1 6 DWELLING
PERC. RATE _ < 2 MIN/INCH FFLR = 35.4 y
L ENCHMARK:
OUND ELEV.
CLASS I SOILS P 15069 \ �� 36 =37.7 NAVD88
00 POSSIBLE B LAYER REMOVAL:
v3'Cp PATIO 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
ELEV. ELEV. s 0' \ ( PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE
4 r� \ SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO
0" 34.0' p" 34.0' MEET SPECIFICATIONS OF 310 CMR 15.255(3) SITE PLAN
A 'A ; \ PROP. VEN WI HARCOAL FILTER OF
LS LS I 2 / 1 AND BUGS REEN AL PLACEMENT BY
10YR 3/2 1OYR 3/2 ( \ \ CONCONSULT ION)
R WITH MEOWNER
12 10» O 121
B B \ \ � #25 FIRST AVE 00�% TER" 'ILL' MA
LS LS \\ \ DB. 28374 PG. 149 V rz9
1OYR 5/6 1OYR 5/6 �.1 ��cA
33 31 .3 32" 31 .3' W `, TH \ _ L � 0 3� PREPARED FOR
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OJALA `�` >JAI_A DATE: NOVEMBER 18, 2016
MS MS 2 CIVIL N ,_�No.40980� REV.: JULY 12, 2017 (BOH)
P No.46502 ,\ ,
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127 WEST BAY RD. 'j POSED \i f
DB. 24927 PG. 196 DW�L ING °.• �=\. �SS�CNAL E�'G Scale: 1"- 20'
DB. 28727 PG. 324 TOF 37.0 / -�-
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132" 23.0' 132" 23.0' 7N_�\�� s���"�HoFMAss'9�
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NO GROUNDWATER ENCOUNTERED �g 2 # FI S AVE G A CIVIL
652 DB. 29 1 PG. 100 No. 10980 q No. 46502 fax 508-362-9880
N ��o �� / �a ��� downcope.com
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down cape engineering, Inc.
civil engineers
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18 PG.- 258 939 Main Street ( Rte 6A)
I DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
DCE # 16- 156
16-156