HomeMy WebLinkAbout0550 WIANNO AVENUE - Health 550 WIANNO AVEI4u,6-
Osterville
A= 162 - 111
TOWYOF BARNSTABLE �� V
LOCATION 5.j 0 l tf01//lA 0 AL e• SEWAGE #
VILLAGE ASSESSOR'S MAP & LOT AK —6
INSTALLER'S NAME&PHONE N0. _
SEPTIC TANK CAPACITY 071 060
r
LEACHING FACILITY: (type) 1 f.A c. tt (size) 5� x 3,A
NO. OF BEDROOMS \r
BUILDER OR OWNER
PERMTTDATE-- L{— '�1t�3 COMPLIANCE DATE: L,i /z)
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
i6� �rl/� �✓I/7 /S � ;
T
s
I 60
I �eAtN ti�� ab
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Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pprication for Migpoe;al 6pgtem Construction Permit
Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 550 W Yk wtim Aoe. Owner's Name,Address and Tel.No.
43�'rruel� 17eus�Ir..S �'cccrl<� yrs 12c��erw � ('Nlarnec�
Assessor'sMap/Pazcel4W 16 #S/ P.O. a0w .310 1 05Fz-i-u.'1Lv
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �{2$'- 15 1
`lac4x lrr• c- Mid,- Inc..
61 Z mciwl Si-
C��f�rtll.� 'I
Type of Building:
Dwelling No.of Bedrooms Lot Size 7 5 071 sq.ft. . Garbage Grinder(Le-r
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 1 to !%'4buQrrr... gallons per day. Calculated daily flow _770 gallons.
Plan Date 12�i5�rs 7 Number of sheets / Revision Date
Title c}t_ At:-% Bp v56 L tilt cn n no 64nx Sy l�cu..,Za c G e, a rm e- A ye-s.e e 1 ua-,
Size of Septic Tank ZOACXn 5a kkcan Type of S.A.S. St7'A 32' Lt-& _h FIC(co
Description of Soil P 505&," O'—do" ire , `_an 4 L.ya��` (o�- LZ". 54 Ln wtN 5na,
zZ11— T2 1Y11crQ1u,� �7r s..�
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 Certifi-
cate of Compliance has been issued b s Bo of Health.
Signed Date
Application Approved by; o Date01*11
s
Application Disapproved for the following reas 11
w _ Permit No- Date Issued
----------------------------- -- ——————
TOWN OF BARNS'rABLE
LOCATION 55O 0 c• SEWAGE # § 7
ASSESSOR'S MAP & LOT VTAGE �k ` -C�
INSTALLER'S NAME&PHONE NO. �. �Aacc-/k/c/
SEPTIC TANK CAPACITY o?�Dam.�Af. :r �
LEACHING FACILITY: (type) f A cy,Ve 6 (size) 5 x 3d
NO`.:.OF BEDROOMS ? \' J
BUILDER OR OWNER
PEkMTTDATE: 1{— '�l8 COMPLIANCE DATE: L/
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
hiyateVater 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
Fumished byXlm
-
------------
i .
S, X�
1 i '
1
81
/ YOf
..'� 1 M .
•
0
No. Fee
THE COMMONWEALTH OF MASSACiHUSETTS "entered in computer:
-.1. Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS "
01ppYication for Migogaf *pgtem Congtruction Permit
Application for a Permit to Construct( )Repair( )Upgrade(�K)Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 550 W Iit llvlo All.X Owner's Name,Address and Tel.No.
0S*c %JIlte Po 1WS Rc-yv-s F Marne
A.
Assessor's Map/Parcel�!/l /6 2 R/ P 0. ao c ,3r 10 / 0 s Frr u,I LP
//
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 13 1
k
-14a xFer- 4 Nit.. Z:rtc.
B 1 Z rYlet to S(-
.,_ L7sEz r
Type of Building:
Dwelling No.of Bedrooms_7 Lot Size '7 Sr Cr?1 sq. ft. Garbage Grinder({/II,
Other' Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 116 gallons per day. Calculated daily flow 770 gallons.
Plan Date 12/115/Q-2 Number of sheets / Revision Date
Title S,4L Pi., am55n rN. A,2c �Im��,�v�n� b ` C_grle...v
Size of Septic Tank 2;6= g"C_,^ Type of S.A.S. S'O'X 32' LcQ,_h F-c&
Description of Soil P- gbSP- 0'--er," At, g-.„a Loam; (oar- 2.24 04 Laawn•, 5aa,
Nature of pairs or Alterations(Answer when applicable)
t,t
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 Environmentdj Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued b>ho Boaz of Health.
Signed Date_
Application Approved by Date
Application Disapproved for the following reas s
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 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Z`101-1 7
Installer Designer.
The issuance of this permit shall not be construed as a guarantee that the syst wil unction as designed.
Date Ll lJ Inspector
————J-—————————————————————————————————
!7 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
MigpogaY *pgtem Congtruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade(y Abandon( )
System located at tlo 4"1A,-000 A0jQ
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 completed within three years of the date of this it. e
Date: "d//�'` Approved by
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Town of Barnstable t�• ' Q
Department of Health,Safety,and Environmental Services ( F M y J�11Jti
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Public Health Division � °•: 'v � __Q
367 Main Street Z 203 498 863 j �:� OCT c" OCT 10197 y _
Hyannis,MA 02601 a
RETURN RECEIPT REQUESTED "
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�: A PO METER « .
I 613844
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Re`J'$
JO J. BODEL L
72 STREET,
T, PT. #1
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ci SENDER: I also wish to receive the 1
:C ■Complete items 1 and/or 2 for additional services. following services(for an
H ■Complete items 3,4a,and 4b.
' N ■Print your name and address on the reverse of this form so that we can return this extra fee): ai
card to you.
■Attach this form to the front of the mailpiece,or on the back if space does not . ❑ Addressee's Address
permit.
■Write°Return Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery a '
tom, ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee.
c delivered. d
C 4a.Article Number
3.Article dressed to: 7—
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❑ Express Mail ❑ Insured y
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7.Date of Delivery '~
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5.Received By:(Print Name) 8.Addressee's Address(Only if requested
w and fee is paid)
ature: Addressee or Agent) I `
�.�h,�r �_ Domestic Return Receipt
A
Town of Barnstable
Department of Health, Safety, and Environmental Services
BARNSTABM
Public Health Division
ArED^"0�A 3 67 Main Street, Hyannis MA.02601
.3
Office: 508-790-6265 Thomas A.McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
October 1, 1997
Joseph J. Bodell
72 Manning Street, Apt. #1
Providence, RI
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
The septic system owned by you located at 550 Wianno Avenue, Osterville was inspected
on June 2, 1997 by Joseph P. Macomber, Jr. a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
• Cesspool was sitting in the groundwater table. Groundwater observed in the
cesspool.
You are directed to hire a licensed professional engineer (PE) to design a system that will
bring the septic system in compliance with 310 CMR 15.00, The State Environmental
Code, Title 5 within twenty-one (21) days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system
components within forty-five (45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Th as . McKean, R.S., C.H.O.
Agent of the Board of Health
PAR ] Real Estate System - General Property Inquiry] Help [ ]
Parcel Id: 162 011- - Account No: 89816 Parent :
Location: 550 WIANNO AVE OS Neighborhood: 26WA Fire Dist : CO
Devel Lot : 2 Lot Size : 1 . 70 Acres
Current Own: BODELL, JOSEPH J State Class : 101
72 MANNING ST APT 1 No. Bldgs : 1 Area: 5751
Year Added:
PROVIDENCE RI 2906
Deed Date : Reference : C75962
January 1st : BODELL, JOSEPH J Deed MMDD: 0000 Deed Ref : C75962
Comments :
Values : Land: 1534300 Buildings : 528600 Extra Features : 26000
Road System: 538 Index: 1832 (WIANNO AVENUE ) Frntg: 35
Index: ( ) Frntg:
Control Info: Last Auto Upd: 050695 Status : C Last TACS Update : 042194
Land Reviewed By: Date : 0000 Bldgs Reviewed By: Date : 0000
Tax Title : Account : Taken: Account Status : Hold Status :
Cancel [ ]
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Next screen [PAR ] Action [ ]
Owners Name .[ ]
Road Index [ ] Road Name [ ]
Parcel Number [162] [013] [ ] [ ] [ ]
. w
Sewer Information
11121197
loll
62
?'>'• Eia# 550 j@g,+ wianno Avenue
`•` ;; il & Osterville >? 2i3i< MAip 02655
nowJoseph Macomber
zIa=:: a# a#c 612197 ::`:•::.>•::> ".sfein: ta# F
Any portion of the soil abnsorption system,cesspool or privy is below the high
groundwater elevation.
<'< Offi?ltAf 1011197
:•::::...
............. #8Bi 11115197
Z 203 498 863
US Postal Service
Receipt for Certified Mail
. No Insurance Coverage Provided.
Don use for International Mail ee reverse
Se to
e Numb
Pa State,&ZIP C
Postage $
Certified Fee
Special Delivery Fee
Restricted Delivery Fee
U)
Return Receipt Showing to
Whom&Date Delivered
L Return Receipt Showing to Whom,
Q Date,&Addressee's Address
0 TOTAL Postage&Fees $
) Postmark or Date
LL
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a
V
Stick postage stamps to article to cover First-Class postage,certified mall fee,and
charges for any selected optional services(See front).
1. If you want this receipt postmarked,stick the gummed stub to the right of the return
i address leaving the receipt attached, and present the article at a post office service
window or hand it to your rural carrier(no extra charge).
Ih 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the Q)
return address of the article,date,detach,and retain the receipt,and mail the article.
LO
3. If you want a return receipt,write the certified mail number and your name and address rn�
on a return receipt card,Form 3811,and attach it to the front of the article by means of the
j gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article n
RETURN RECEIPT REQUESTED adjacent to the number. Q
4. If you want delivery restricted to the addressee, or to an authorized agent of the C r
addressee,endorse RESTRICTED DELIVERY on the front of the article. M r;,
I 5. Enter fees for the services requested in the appropriate spaces on the front of this E
receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti
I 6. Save this receipt and present it if you make an inquiry, 1 o25s5-s7-B-oi 45 a
9
I
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�1HEr Town of Barnstable
• � Department of Health, Safety, and Environmental Services
BARNSTABM
MASS. Public Health Division
1639.
rEc�A 367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A.McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
October 1, 1997
Joseph J. Bodell
72 Manning Street, Apt. #1
Providence, RI
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
The septic system owned by you located at 550 Wianno Avenue, Osterville was inspected
on June 2, 1997 by Joseph P. Macomber, Jr. a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
• Cesspool was sitting in the groundwater table. Groundwater observed in the
cesspool.
You are directed to hire a licensed professional engineer (PE) to design a system that will
bring the septic system in compliance with 310 CMR 15.00, The State Environmental
Code, Title 5 within twenty-one (21) days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system
components within forty-five (45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Th WacKean R.S., C.H.O.
Agent of the Board of Health
�.
I
Z —
I y.
a
�TME Town of Barnstable
Department of Health, Safety, and Environmental.Services
BARNMBM
9 MA. Public Health Division
i619•
(w ArE16319 367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A.McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
TO: VIVAn
' 'e'J .
� DATE: �o l
v
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
The septic system owned by you located at CD O 7 �024 oe--
was inspected on yre. Z,)Y 7 by M-iz'-nwJe �. a Massachusetts licensed
septic inspector. ��ph
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
You are directed to hire a licensed professional engineer (PE) to design a system that will
bring the septic system in compliance with 310 CMR 15.00, The State Environmental
Code, Title 5 within twenty-one(21) days of your receipt of this letter.
You are also directed to hire a licensed septic system installer to install the system
components within forty-five (45) days of your receipt of this order.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean, R.S., C.H.O.
Agent of the Board of Health
Commorwveotth Of MossochusettVvvs
Executive Office of Environmentol Affairs a
Department of d
► E P 1 Environmental Protectil M- �� ��, o
4. WUUam F.Weld N 1 Trud
oownw kO ro 0
Arpeo Paul CeUuocl o g,
LL Owvnor !I' y��lti
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIO
PART A Z
e CERTIFICATION
Adds 0 , anno Ave Osterville Mass .
Dp..�iasd ttoa.'6%2/ 7 7 ' Adai...or own.t. •
(It dirrenat)
o r
Name of wpoto J o s e p h P.Macomber Jr.
Compaay Nance.Address and Telephone Number.
J.P.Macomber & Son Inc .
rF'czT�olr� lrrlhe ,Mass . 02632 508-775-3338
I art*that I have personally inspected the sewage disposal syet.m at ehL ad drw and that t]sa iaforau►tion reported below L tt s, aoaimu
Lad complete as of the time of inspection. The Inspection was performed based on may training Lad expariance in the proper A:nctioa and
maintsasaoe of on-sits sewage disposal systems. The system:
_ Pauas
_ Conditionally Passes
cods Further Evaluation By the Local Approving Authority
Inspector's signet �`S ^G / Date:
The 875tam Inspector shall submit a Copy of this insp*dA»port to the Approving Authority within Wrty(30)dvs of completing this
inspection. If the system is a ,hared system or has a design flow of 10,000 9Pd or gseatar,the Inspector and the system owner SW submit the
report to the aPPMALta rsgioaal oXot of the Department of Environmental Protection.
77se original should be seat to the system owner end copies sent to the buyer, if applicable and the approving authority.
INSPECTION SUMMARY:
Chack A B, C,or D:
A) HYSTEM PASSES:
.��I have not found aqy information which indicates that the system violates any of the failure Criteria a defined is 910 CIO 15 303
Any fat7ure criteria not evaluated are indicated below.
B) SYSTEM CONDITIONALLY PASSES:
� One or more system components need to be replaced or rrpairad. The system,upon completion of the re placement or repels, FLiie+ j
Indicate yet, ao,or not determined(Y, N,or ND). D++cribe basis of determination in all tastaaua. If'not determined,=plain why not)
The septic tank is metal, era:lud,structural),unsound,shows subetaatial iaJiltrst{on or az8ltratloa,•or tank taDuse is
imminent, The system will pass inspection if the existing septk tank is"Placed with a ponforming wptic tank as app"'d
by the Board of Health.
(revised 11/03/95) 1
One Winter Street a Boston,Mastachusetts 02106 a FAX(617)55&1049 a Telephone(617)292.5500
C�/mled an RacydW►apw
pl
SUBSURFACE SEWAGE DISPOSAL 8Y8TKM INSPECTION FORM
PART A
CERTIFICATION(ooatinu.d)
P,.p.rtyAad.550 Wiannos Ave Osterville,Mass .
Owa.r: Joseph J. Bodell Jr.
Data of Iaspw4ow 6/2/9 7
B)SYSTEM CONDMONALLY PASSES (ooatiouad)
4 IWe- Sewap backup or brsakout or ho static water lswl obwrved in the distri wka box is dw to beckon or obstsuctad pip.(+
or due to a brokaa, wttld or uneven distrtNal=box. The systam win pass inspection if(with approval of tha Board of
Haahh):
brokaa plpe(s)are replhoed
obstruction is removed
distrm a box Is 1.velled or replaced
Th.system required pumpinj may than tour times a year dw to Wokaa or obstructed pip.(.). Tba system will pea.
iaspoaion if(with approval of the Board of Hsalw:
brok+a pipe(s)are replaced
obst%wtJon is removed
C) FURTHER EVALUATION 18 REQUIRED BY THE BOARD OF HEALTHr
,Nb Conditions exist which require further evaluation by the Board of Health in order to dotarmins if the syVAM is tailing to prctea the
public heath, safety and the eaviroameat.
1) SYSTEM WLLL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM I8 NOT FUNCTIONING IN A
MANNER WHICH WILL PROTECT TEE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENm
Cwpool or privy is within 60 fort of a surface avatar
C..apool or privy is within 601(ertV a bordaring vegetatd wetland or a rah marsh.
3) SY I%M WU1 FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER. IF APPROPRIATE)
DETERMINES THAT THE BYS M 18 FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND
SAFETY AND THE ENVIRONMENT`
Tha syetam has a wptk taak sad soli absorption syetam and is within 100 foot to a surface avatar supply or ai-butarr to a
Pataor water supply.
dab Tla syetam has a wptk tank and sob absorption system and is within a Zone I of a public water supply w*L
�Q Tha system has a septic tank and soil Balm ion systam and L within 60 Art of a private water supply wall
The systam has a saptk tank and roll abwrption system and is laces than 100 feet but 60 feet or more tom a private water
supply w4 unlw a w.11 water analysis for ooWwm badaria Lad volatile organic compounds tadkatw that the wall is t.,
from polhctica tam that facility and the presanoe of ammonia nitnpa and aitmi nitropa is equal to cc 6" than 6 ppm
3) OTHER
The sewage system consists of three brick cesspools. 1-61x61
2 cesspool 1 x t • T cesspooT is 61x101 . ## 3 pool is in
the water table :#2 cesspool is 14" off the water table:#/
cesspool is 34" off the water table . Cesspools are '_in. .series as
1 acts as the septic tank. Contains solid waste in place. The #2
cesspool is dry. ## 3 cesspool is in the water table.Water is
standing in the cesspool. All No ' s to paragraph 6 section 3
'(revised 11/03/95) 3
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(oontlnued)
PropertyAddre" 550 Wianno Ave Osterville,Mass .
Owner. Joseph J. Bodell Jr.
Data of Impeotion:6/2/9 7
D) SYSTEM FAILS:
•
I haw determined that the system viol"one or more of the following Ullum criteria as delinad in 310 CUR 16.303. The basis fa
this determination is ideatibd below. The Board of Health should be contacted to determine what will be necessary to correct the
failure.
Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
Discharge or ponding of sinuant to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool.
4&tt Static liquid Ievel in the distribution box above outlet invert due to an overloadd or clogged SAS or cesspool.
Q& Liquid depth in cesspool is Isar than 6'below invert or available volume is leas than W day now.
Required pumping more than{times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped
rt :; d"As dx)
Y95 Any portion of the Soil Absorption System,cesspool or privy L below the high groundwater elevation.
do Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
d2o Any portion of a cesspool or privy is within a Zone I of a public well.
Any portion of a cesspool or privy is within 60 feet of a private water supply well.
} Any portion of a cesspool or privy is Is"than 100 feet but grwtar than 60 fast from a private water supply well with no
aoosptabls water quality analysis. If the well has been analysed to be acceptable,attach copy of well water analy= for
coliform bacteria,volatile organic compounds,ammoula nitrogen and nitrate nitrogen.
El LARGE SYSTEM FAILS:
The following criteria apply to large systems in addition to the criteria above•.
Tba system servee a facility with a design now of 10,000 gpd or greater(Large System)and the system is a significant threat to put
health and safety and the environment because out or more of the following conditions suet»
dG, the system is within 400 feet of a surface drinldng water suppy
&LJ9 the system is within 200 fist of a tributary to a surface drinldng water supply
the system is located in a nitrogen sensitive area(Interim Wsllhaad Protection Area(IWPA)or a mapped Zone II of a pull
WSW suppy well)
The owner or operator of any such system shall bring the system and facility into Mll compliaact with the groundwater uvatmsw Program
requirements of 314 CUR 6.00 and 6.00. Please consult the local regional.oinoe of the Department for fa thar information.,
(revised 11/03/95) 3
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECXL ST
PropertyAddre" 550 Wianno Ave Osterville,Mass .
Owner. Joseph J. Bodelle Jr.
Data of Inspaotbajj/2/9 7
Check if the following have been done:
ZP=PLAI information was requested of the owner,oocupant,and Board of Health.
/NoW of the rystsm oomponequ have bean pumped for at least two weake and the system has been mwvmg normal now rat,
duriai that period. Large vah aaw of water haw not been introduced into the system reosatbr or as part of this iaspectioa.
AA As bush plans have bean oh iaed and esamia.& Note if thsy are not ava WAs with N/A.
, The facility or dwelling was inspected for signs of sewage back-up.
, The system doe not receive noasaaitary or Industrial waste now `
::oomp=
insfor signs of breakout.
All 4'c�the Soil Absorption Systam,have been located on the site.
Vo ff 7U septic tank manholes were wxgm,4 opened,and the interior of the wptic tank wan inspected for condition of be or
teas,material of construction,dimatisions,depth of liquid,depth of&hedge,depth of&arm
, The size and Iocatloa of the Soil Absorption System on the site has bean determined based on aaisting information or
+p by non-intrusive methods.
The facility owner(and occupants, it different tram owner)ware provided with information on the proper mainteaanm of Sub
Surface Disposal System.
(revised 11/03/95) 4
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
' PART C
SYSTEM INFORMATION
Property Address: 550 Wianno Ave Osterville ,Mass .
Owner: Joseph J. Bodell Jr.
Date of Inspection: 6/2/9 7
FLOW CONDITIONS
RESIDENTIAL:
Design flow: / /a p. ./bedroom for S.A.S.
Number of bedrooms:
Number of current residents:
Garbage grinder (yes or no):_
Laundry connected to system (yes or no):X
Seasonal use (yes or no):1—d5
Water meter readings, if available (last two (2) year usage (gpd): )M �� 10i '1G�
Sump Pump (yes or no):A�o OW S
Last date of occupancy:� 9 . .
COMMERCIAUINDUSTRIAL:
Type of establishment:
Design flow: U/4 aallons/day
Grease trap present: (yes or no).A)i¢
Industrial Waste Holding Tank present: (yes or no),ij
Non-sanitary waste discharged to the Title 5 system: (yes or no)�
Water meter readings, if available: A$
N/
Last date of occupancy:=
OTHER: (Describe) A)A
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and souk ofL'n rmation:
System pumped as part of inspection: (yes or no) LO
If yes, volume pumped: �XUA allons
Reason for pumping:
TYPE OF SYSTEM
Septic tank/distribution box/soil absorption system 3 Z f
Single cesspool 7,�e S 1�J1i �C_
Overflow cesspool -
Privy C.T
Shared system (yes or no) (if yes, attach previous inspection records, if any)
VA Technology etc. Copy of up to date contract?
Other
APP OXr� T,E ACE of all components, date installed (if known) and source of information: 1f76
Sewage odors detected when arriving at the site: (yes or no)
(revised 04/25/97) Page 5 of 10
f
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 550 Wianno Ave Osterville ,Mass .
Owner: Joseph J. Bodell Jr.
Date of Inspection: 6/2/97
BUILDING SEWER:
(Locate on site plan)
t
Depth below grade: Q
Material of constru i n: cast iron Al40 PVC
(explain)
you n� � � /o /0,Mti
Distance from private water supply well or suction line , /V)f
Diameter
Corsmgnts: (c9qdition of joints, venting, evident of leaks e, etc.) (,d xglf '
dBr¢ �xJC
SEPTIC TANK:�[G�
(locate on site plan)
Depth below grade:AIX
Material of construction:.!/ ncrete4Ametal.(,i FiberglasA)4 PolyethyleneCAother(explain)
If tank is metal, list age _t1A Is age confirmed by Certificate of Compliance (Yes/No)
Dimensions:
Sludge depth:_
Distance from top of sludge to bottom of outlet tee or baffle: 4J/4
Scum thickness:_AeW
Distance from top of scum to top of outlet tee or baffle:�i/�
Distance from bottom of scum to bottom of outlet tee or baffle:_
How dimensions were determined: d1 , .
Comments:
(recommendation for pumping, conditi171v,
of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural
integrity, evidence of leakage, etc.) Ii4. Z /S .4-44 T A'Ps ,4177
GREASE TRAP:z2�je
(locate-on site plan)
Depth below grade:4,W
Material of construction ZOconcrete4�,4metaL�Fiberglass X/*#PolyethyleneVAother(explain)
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural
integrity, evide a of leakage, etc.)
(revised 04/25/97) Page 6 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(oontinued)
PropertyAddresa: 550 Wianno Ave Osterville ,Mass .
Owner. Joseph J. Bodell Jr.
Date of Inspection: 6/2/9 7
TIGHT OR HOLDING TAN&d0
Uacau an site plea)
�Wow J�
at oo�� onesr<., +.tv. R xP•f�gocn.:(apleia)
Aj
JOA
Dimension- V 4
Capacity: •
A =level
(condition of inlet toe,oondit, n of alerm and float switches,stc.)
Tight or Holing tanks are not presen
DWRIBUTION BOX:&AZ
Uocats oa site plan)
Depth of liquid level above outlet invert, _
Cammsats:
(note if level and distribution is equal,evidance of solids carryover,evidazm of Is--- into or out of bca,eta)
Distribution box is not present
PUMP CHAMBER:,hJC—
(locate as site plea)
Pumps is working or&n(yee or no)_A/4
Commsats:
(note aoaditicn of pump chamber,condition of pumps and appu:tsnaaces,etc.)
Pump chamhPr is not e rPsent•
(revised li/03/95) 7 V, : '�; ` •;
I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM LMRMATION(oontinued)
P,opweyAdd,..s 550 Wianno Ave Osterville ,Mass .
Owns: Joseph J. Bodell Jr.
Dal•of Lupwuow 6/2/9 7
SOIL A SORPnON eYsa=OLUs .
Goat4 an she pl.a,if posslis;wmvatioa not r.qub 4 but may a appmimatad by u=4u rusf"molods)
If Got dAcwl W to be prwnt,explain:
T'pw
P4
�taambar�Zumbar
PLUi••,numbs
l..ehsas trawbas,numb.r,3an�;th o
a.ld.,nu=bar,�°��—
or.raow numbar_�t
Comm.Zts:(note aoaditioa of.oil,&IPA of lydrsulla fanur,level of ponaia&oaaditlon at va�rtation.ate.)
and tQ : A B'*5i3 B 6 f- i l rp—n r n n g
All VAffAt.at.� nn i c normal
CESSPOOLS
D94 of solids ly.r:_.%it
Depth of Gam►lysr, �
Dim d=1 at arspoai:
Mateiah Q(Q=Au d .
ladicatioa of Qamdwat,.rj^ �
Wkw(asspool must be p=Pd as put of LuspodloW
Did not pump inflow cesspool. The # 2 cesspoo is ry cPGsnnn
i3 in the water table -
Commaats (Zola ooadWOM of son,siPs of b,&&Ulk WXM Lval of poadin& ooadition of v.Sstation,etc.)
Same as above
PRrWi
0001"oa sits plea)
Hatsriala of aonstrudiaa_ /L�it7 Dlmaasioaa:_ /1/.q
Depth of wlids:�
commaa,& (note oandltioZ of 84 sipa of lyd WAk bilur, kY4 of pand4 oondhion a rtg tadon,
rivy is no presen
(revised 11/03/95)• i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 550 Wianno Ave Osterville ,Mass .
Owner: Joseph J. Bodell Jr..
Date of Inspection: 6/2/97
SKETCH OF S WAGE DISPOSAL SYSTEM:
inclu a ties to at least two permanent references landmarks or benchmarks
lo_at all wells within 100' (Locate where public water supply comes into house)
------ ran-n o-
(revised 0 /2S/97) page 9 of 10
J _
i
SUBSURFACE SEWAGE DISF ..: .L SYSTEM INSPECTION FORM
I
SYSTEM INFO]. ION (continued)
Property Address: 550 Wianno Ave Osterville ,Mass .
Owner: Joseph J. Bodell Jr.
Date of Inspection:6/2/97
Depth to Groundwater & Feet
Please indicate all the methods used to determine High Groundwa.: '2vation:
Obtained from Design Plans on record
Observation of Site (Abutting property, observation hole, bas. r.t sump etc.)
Determine it from local conditions
Check with local Board of health
Check FEMA Maps
Check pumping records
heck local excavators, installers
Use USGS Data
Describe in your own words how you established the High Groun ..,r Elevation. Must be completed)
(revised 04/25/97) Pa, of 10
i
" •nwnr+.—nTs.-r�s�ran•ntrwT+..+ +nv�...rnT+r.w►rw�w. +�s�u nrw��+�n ..
TOWN OF Barnstable BOARD OF HEALTH
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION
-TYPE OR PAINT CLEARLY-
PROPERTY INSPECTED
STREET ADDRESS 550 Wianno Ave Osterville,Mass . '
ASSESSORS MAP, BLOCK AND PARCEL #
OWNER' s NAME Joseph J. •Bodell Jr.
PART D - CERTIFICATION
NAME OF INSPECTOR Joseph P.Macomber Jr.
COMPANY NAME J.P.Macomber & So4r"Inc .
COMPANY ADDRESS Rimy hh rPnt.Pr\/l j j P ,mq SR _ n26�2'
Street Town or City State ZIP
COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 5q8- ; 790 - 1578
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system r
this address and that the information reported is true , accurate, and
complete as of the time of.-inspection . The inspection was performed and any
recommendations regarding upgrade , maintenance , and repair are consistent
with my training and experience in the proper function and maintenance- of on
site sewage disposal systems .
Check one:
Systeui PASSED
The inspection which I have conducted has not found any information
which indicates that the system fails to adequately protect public
healLh or the environment as defined in 310 CMR 15. 303 . Any failure
criteria not evaluated are as stated in the FAILURE CRITERIA section of
this form.
XXXXXXXXXXXXXSystem FAILED*
The inspection which I have con cted has found that the system fails tcl
protect the public health and the environment in accordance with Title
5 , 310 CMR 15 . 303, and as specifically noted on PART C - FAILURE
CRITERIA of this inspection form.
Inspector Signature Date 6/2197
One copy of this certification must be provided to the OWNER the BUYER
( where applicable ) and the BOARD OF HUAL711. '
1' If the inspection FAILED, the owner or."operator shall u
pgrade ' the system
within one year of the date of the inspection, unless allowed or required
otherwise as provided in 3.10 Chjn 16 . 305 .
partd .doc
W
V
THE C.ONfMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
BE IT KNOWN THAT
Joseph P. Macomber; Jr.
Has satisfied the Department's qualifications as required and is hereby
authorized to use the title
CERTIFIED TITLE S SYSTEM INSPECTOR
as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the
General Laws. Issued by The Department of Environmental Protection.
luxe S. 1995
Acting Director of the - ion of Water Pollution Control
A
PAR Real Estate SysteM General Property Inquii-y Help
Parcel Id: 162 011- Account No. 89816. Parent:
Location: 550 WIANNO AVE OS Neighborhood: 26WA Fire Dist: CO
Devel Lot: Lot Size: 1 . 70 Acres
2
Current Own: BODELL, JOSEP[_1 i State Class: 101
72 MANNING ST APT' I No. Bldgs: I Area" 5751
Year Added:
PROVIDENCE RI Po6
62
Deed Date' Reference. C 7 5',:j
January lst.�ai BODELL, JOSEPH J Deed MMDD: 0000 Deed Ref: C75962
Comments'.
Va I t..tes• Land" 1534:300 BLA i 1 d i n g s'. 528600 Extra Featuresg 26000
Road System: 538 Index." 183'2 (WIANNO AVENUE ) Frntg. 35
I n d ex". ) Frntg:
C(..)ntrol Info: Last Auto Upd: 050695 Status". C Last TACS Update. 042194
Land Reviewed By." Ela-te.' 0000 Bldgs Reviewed By!: Date: 0000
Tax Title: Account: T*aken: Account Status: Hold Status:
Cancel
Press XMT for more data
Next screen PAR Act i on
Owners Name
Road Index Road Name
• Parcel Number 162 011
'Town of Barnstable P# ,5^ °/
Department of Health,Safety,and Environmental Services
m
Public Health Division Date
�2 367 Main Street,Hyannis MA 02601 '
6ARNgrABLA • - -
KASS... io:ooAw7' FeePd.
fED rAx+�`� W Date Scheduled 7 Time
-Soil Suitability Assessment for Sewage Disposal
Y SkT►2,, A L��I�n �E Witnessed By: T�rr� l7urtrtirlG
Performed By:
L(7CA`t't0 & GENI✓Y2AL TI�IOA `TON
Owner's Name 1�ew•l
Location Address SSp l.)tav►ne Yo R� ars t ryl�r�ue�.
Os}es-�►.�Ic Address
ngineer's Name Agkxiv/f �7� ��•
Assessor's Map/Parcel: ,M E
lfiZ 'Pe.l I i •
INEW CONSTRUCTION REPAIR ✓ Telephone# 4 z d
Land Use �atr
���•�„•a_/ Slopes(%) Surface Stones AJa
Distances from: Open Water Body /� SD _ft Possible Wet Area ft Drinking Water Well ft
ft Property Line 3� _ft Other ft
• Drainage Way p �'
SKETCH:(Street name,dimensions of lot,exact locations of test holes dt perc tests,locate wetlands in proximity to holes)
a w„ •U"L1 C.•maL .
i
qLo M1�p
4A gti..my /
�// {
_ 2 •� •�•.y� "TbST PIT
i
Wr is'
NMI or mmm,.am
/ • M � l {Ca
`My ��� `•"I l pl
Parent material(geologic) C•�I�,� Otr�s.t4.9k
Depth to Bedrock
Depth to Groundwater: Standing Water in Hole:
Weeping from Pit Face
Estimated'Seasonal High Groundwater
..........:.........:...........:..........•...............
:>....:..:E<`<>``><` :.
pETETtNtINATTOIV E( R SEASONAL HTGH 'WATER TABL:......: :..... .
Method Used: In. Depth to soil mottles: in.
Depth Observed standing in obs.hole: in. Groundwater Adjustment ft.
Depth to weeping from side of obs.hole: _
index Well# Reading Date: index Well level Adj.factor Adj.Groundwater Level
. 7777.
177 ::.
PERCOLATION TEST bate ......Trine
7777777:....................
Observation Time at 9"
Hole N
Time at 6"
Depth of Perc
Time(9"-6")
Start Pre-soak Time
i End Pre-soak
V Rate MtnJ1nch o7/Ilih/��
ti
/0" Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division .Observation Hole Data To Be Completed on Back.
Copy: Applicant
DEEP OB5ERVATIQN110L.' LUG
Hole #
1 other
Depth from Soil Horizon Soil Texture ( unsell) Mottling Structure,Stones,Boulderes.
A (M
Surface(in.) (USDA) e
ti
l..�a
O
22 2�Sa,a�/ e-obblci
22' 60
C' ��+t ,$u.�c( JO YR S/'� Fi nc IS SiYatzf teaQ •. .
60„I",, Z
'....: 77 ...............:::::.::::::.i:iviiiii':•:is;r,:'.•:F:.:r::.;:.'ai i•.:ii:i^::iiii:::•:::::ii:::iii:iis i i:iv: i::'
DEE ISoil
I P OBSERVATIONH :i i
S H'ole
ot:he:r
SS re depth from• , -SoAHorizon (UA (Munsell) Mottfhg' Structure,St.:o:i.n'.:.es,i B.:.::o:.i.
eu•i:l:ll:d:
ere:s::S.
Surface(in.)-' w
-
DEEP OBSEIVATON I�OI.E .OG
Xx
..:::::::.
Soil
Other
Depth from Soil Horizon Soil Texture r
(Munsell) Mottling Structure,Stones,Bouldcres.
Surface(in.) (USDA) (M steric
777777
DEEP OBSERVATION HQLE lOG
Other
Depth from Soil Horizon Soil Texture Soilunscr Mottling (Structure,Stones,Boulderes.
Surface(in.) (USDA) ll) e
DE!CIri OBSER'VA`TION ITOLE LOG :;..Ho
Other
01
Depot from Soil Horizon , t .Scil Tcxture Soil unscllr Mottling (Structure,Stones,Boulderes.
Surface(in.) (USDA) )
i�
C%
rr
4A, AYE " TEST HOLD
ALL COMPONENTS LOCATED IN POTENTIAL P-9058
1 VEHICLE TRAFFIC AREAS OR BURIED 4 FEET BAXTER do NYE INC.
OR GREATER SHALL BE H-20 LOAD CAPACITY. 11/20/97
PIT
RYSAT N
L eae
( m4Nac,& rOL)Mt 7a F'lAhSN
L G�l'�40E ELEV. _ 20.0
LE o�Sq F ELEV F.G.. z 0.o 0
OF
WI AN N 0 / FOUNDATION . •� Zo.o SANDY LOAM - Ap
PJF' �~sh A2 AL / INV. -_17.7
AL ,L , ` 2000 cAL.
L INV. •- 2 COMP �R I>uEN T R LOAMY SAND -� B
17.$ INV. - 17.2 DIST. :::::' —22"
SEPTIC I TANK INV. - . 171
{" sox 40 P tOP ELEV. =-h'o
. I MEDIUM - C1
AAIL 3 10.00' 1` INV. • /6•q SAND
�.�iV �� edge MIN "````-.,.6„ CRUSHED INV. • 16,5 '.6,: :' ±+.:.: •?..;tip•«• ,w`.•:Y';«�: .�cK��' '�►' :r` ." --48" PERK TEST
o STONE BASES . , : ; ' �►
SCALE 1 25,000 I i ti ~80
:• i t ..'
ASSESSORS i , A4 A5 'A6 BOTTOM ELEV. 15.s = MEDIUM C2
! 3z SAND
MAP 162 `PARCEL 11 q '
'` A 7 7 5
E
Z[1NES ( NO SCALE
A.P.
i -144" NO WATER EL. � 8.0
RF-1 ' !
MINIMUMS
AREA = i3,560 S.F. ?
FRONTAGE = 20' - ' if ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED DEIGN DATA
WIDTH ;_ 125' ,,,�`
A'I2 f �` / USE 8 •�- 4" DISTRIBUTION LINES IN AN
FRONT SETBACK = 30' ` ' SINGLE FAMILY— 7 BEDROOMS
32 X 50 WASHED STONE FIELD
SIDE SETBACKS = 15 i , JC f A AS SHDWN WITH GARBAGE GRINDER
REAR SETBACK = 15' _ MlE'&4ND DJ DAILY FLOW = 110 X 7 770 G.P.D.
' a � r r,/ SYSTEM 1S WITHIN 250 OF A RESOURCE AREA
BUILDING HEIGHT = 30' _ foot.._ . SEPTIC TANK = 770 X 200% = 1540 G.P.D.
41 -��th o / THEREFORE NO SIDEWALL AREA IS ALLOWED USE 2000GAL.TWO COMPARTMENT SEPTIC TANK
lawn 4 y "� ` ��� tr� r/ 770 G.P.D./.74 + 50% = 1561 S.F. OF BOTTOM AREA REQUIRED COMPARTMENT ONE 770 X 2 s 1540 G.P.D. MIN.
- '� _� o /i 1579 S.F. AREA IS PROVIDED COMPARTMENT TWO 770 X 1 s 770 G.P.D. MI�J.
x x ``�. BENCHMARK 10 50' / f
CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS
8'1NA' `SP 4 x ZONE �: x
� A �f•� ,. ._.,� `" _ __.� _-o_ - N-1 o __..._..._ �. _ .. _ �.. `^ x ,f (1)-MOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM BACKF
N86 57 26 E \ \ A9 , TLC
• W WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT
74' 1 r d / MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 907 RETAINED
-x � g ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No,
STANLEY C. �ODELL �l .• O 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED
ZONE B �� `'�• `` `�� \ \ /j � BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE.
� x � ��• � �`
\ _ x r (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS
STANLEY C. BODELL f 1 11 PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE
X)
,!� 6 , 6--�s•gJt. and ` �..,, ~ '(1 x\ / / THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND APPROPRIATE
x _.. `°' " `T WATER DISTRICT TO DETERMINE UTILITY LOCATIONS.
,�0 5,175 sq.ft.wetlan'd... � �" >K ,,� '� \;:;\ ��
v x ti� 75,071 sq.ft. total 1.73 acres , _----� /
r �� ���,...,.,µ-, }t
00 '` '� - x I t Q FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR
X ��
Co �° ZONE Q SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS.
c i f` ! __ x \ " _ , x \ °` �� �1`SS `, ,,,�d x / � ` - *... -- r IN PAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5.
v a� spruce �� a �\ �.� ,� 1�, ZONE V11 / THE TOWN OF BARNSTABL,E 'BOARD OF HEALTH REGULATIONS PART VIII:
J C : I ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEAL114
IV x A110NS FOR ACCEPTED PRACTICE.
`�� M / r
^,, ,..{.. i °
J "RN, _ ', x r ' RTWO COMPARTMENT SEPTIC TANK REQUIRES 2 WEEKS OFLEAD TIME
, �: <'� tip, .
� s race .�` _ _. � �� ,� _ . _.- � , E � TO ORDER FROM SUPPLIER.
THE kPT1C T�NICs-msT C�4MRARTw tvT s imx-m-rs12m-fie �1ow-ckmiivs Miff. f
THE SECOND COMPARTMENT SHALL BE SIZED FOR 770 GALLONS MIN.
a
x \ 1 t .,. .ALL IN ACCORDANCE MAY 8E SUBSTITUTED SUCH AT THE FIRST TANK
CE *ATM 310CMR 15.224 MULTIPLE COMPARTMENT TANKS.
x ~�` r ~, 3% / TWO TANKS IN SERIESTee
• •, �,�- � � IS 1500 GALLONS Re THE SECOND TANK IS 1000 GALLONS AS .PER 15:225.
2
a• /
10*
x 'ti \ /
x w � \ 4� 2�' �� ' x ° FLOOD PLANE LINE IS BASED ON
., lawn
op FLOOD INSURANCE RATE MAP
x x ,
COMMUNITY—PANEL NUMBER 250001 0016 b
�`�• ` �0 90 " d �,�. REVISED: ''JULY 2,1992.
x
oses p
010
lawn �. ♦`�♦�ck lawn
♦♦ .� Q -. l ., it �i>/ /i^ ♦ r/ `' '+.�"' `,*.. t . ! ' ,jai
F ride cc°�• /' moo' �N' x / 4' 6' 6' �i G' `. `i J `� ,) ..: , ..
lyo r \ Q'1 �] f lV• / I _7 - --- y —�f. T /11i�1, = Mwx Co�cr'
STANLEY C. BODELL
tennis court elev. = 18.55 \ x ,�• ¢� o�
3i4"—1'/Z Wns heA 5-Mo rtt
O /'L •w 1G�� � ti� po Q icea 1 f ! 4i��J Sch h4� �'F�,•f, PvC
w� ♦ �tf x
x
1 h�;moo /� ` C,•�• x/ �� Q� /
,N CO x G
Ask. V
/ \ ti x r
5 • •x lawn °\
o i h x r
x Q x fawn
/ I
N/F. WILLIAM V.TRIPP III �0 x
j ET ALI. � .' � .O hR� / � ,� f I xg �� / x
r
69
x!-Apr vjw
� • r
aSITE , PLAN
•
•
.__ N Il'
rains of x �+x x t groin Cy , C.
AT #�550 WIAN�� AVENUE"
Wv )x x
,,f'__-. :. � x . � '�� �,-" >K �` 1 II T (OSTLf VILLE)
9ARNSTABLE MASS6
x /x '/ �C` lawn x x 1
B.' C.B.
/ fZ = 80. 55 x ,�`` _�� off NN 300� �. rn �P�,�N OFMgss FOR
,� c�BEN MA�2K....;= 18.7�93) ` " `,`�w rn ( x �� 9 ': ;
c
\ 2
`' OUGLAS Co & ANN E D. YEARLEY
._...._, t N/F HEIRS OF MARGERY W. BIRD �,.•, !1i c�'j ! � ., �� � ALLYN m
o 0
a. � ' � �. WILSON �
G:13,, FNDN76'10'S� \ '\ O x No.3u216
/ ., >K I f c✓i 4.
x x \ a �,✓ /� .� ' 90 9��sTEa�° SCALE: AS NOTED DATE: DEC. 15,1997
ole BAXTER & NYE INC.
x REGISTERED LAND SURVEYORS
�\ a
SCALE: 1" = 20' x °41,, /dQ �' , / ,/ `r '\ CIVIL ENGINEERS
x OSTERVILLE, MASS.
w-
0 20 40
x ,
t
ELEVATIONSx , . . , l
ARE BASED ON N.G.V.D.
#97106B
3