HomeMy WebLinkAbout0166 FOURTH AVENUE (HYANNIS) - Health 166�FouRfth'.Avenue�• ' ti
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LOCATION (c /moo y/?7/ v SEWAGE #
VILLAGE 9`!' �sR ASSESSOR'S MAP & LOTS yS'
/AvsP£c 1t ', 41,6 ri�tic®
IN&TA446EIRUS NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING'FACILITY: (type) (size
NO.OF BEDROOMS r ` 1'
BUILDEgOR OWNER 0 �� /�'A
rile�DATE: ^I `.B`' y COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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TOWN F BARNSTABLE
tOCATION SEWAGE #
VELTIAGE • ASSESSOR'S MAP & LO
INSTALLER'S NAME ONE'NO. (,
SEPTIC TANK CAPACITY boo
LEACHING FACII.ITY: (type) _ (size) C Ooo
-"N BEDROOMS
DER 0 OWNER
PERMUDATE: CO YtS(�4� lC�
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Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) �� Feet
Furnished by
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LOCATION /'(vr�h SEWA E# �O®
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. J�
SEPTIC TANK CAPACITY 400
LEACHING FACILITY:(type) J06eJ e Q ml e-Cf (size)
NO.OF BEDROOMS 7'
OWNER Ch 2 ea re t
PERMIT DATE: COMPLIANCE DATE:
Separatior�Distance Between the:
Maximum Adjusted Groundwater Table to the,Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
FURNISHED BY
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AP No. �.�O — .d F r k Fee
Y f
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
.PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplication for �DigpOgar 6pgtem Cow6tructiun VCrmit
Application for a Permit to Construct(/Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
3�
Location Address or Lot No. 166 /X�(A 1/e, Owner's Name,Address,and el.
�
Assessor's Map/Parcel Z 4/s J z"
Installer's Name,Address,and Tel.No. Designer's Name, ddress and Te.No.
XZ #j 5-0�
-SG !d n5
Type of Building:
Dwelling;-./No.of Bedrooms l� Lot Size /,0 Zy sq. ft. Garbage Grinder ( )
Other Type of Building 414)6d iCZV64,x, No.of Persons S Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided °/ye gpd
Plan Date /lJ13 / (J Number of sheets Revision Date
Title P pd S ee` ..Seu A5z
Size of -Septic Tank 16V0 Type of S.A.S. 3-- s-r>D
P YP rum rxc�2_�/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 not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He LL
igned ate
Application Approved Date
Application Disapproved by: Date
for the following reasons
Permit No. 0 7- y3 Date Issued 2- -7 - 0 7
I � c.,C'i6�. .! ,� : - -�+or._..Z.. qY "•.irys4•uMRX..�, .kA �v.•Y"y"' `G:�a.,..w•j,�}�;--3.` �:..s"v:�icf1°"''�•i+irw•3.=:.e+r+::n:+{_"`_` ,;�,�,i�,.k,:. ..-
No.
Entered�LI r, 1015
�{ Y� ' 1 il; v�3'�m� Fee
THE CAMMONWEALTH OF MASSAG�FIUSE+TS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
,f
01pplicatidn for �Di. o5al 6pgtem� Cougtrurtton Permit
Application for a Permit to Construct(/Repair( ) ' Upgrade'( ) Abandon( ) ❑ stem Complete Sy
stem y ❑Individual Components
Location Address or Lot No. ��� �u 4Ve— Owner's N e,Address,an el.
/I'lic�ae�. � 23�G/�/9
Assessor's Map/Parcel z��� / f Z j Z� y�� o� s. �6iS �'Ll.17
4 Installer's Name,Address,and Tel. o. Designer's Name,�ddress and T I.No. SOS
ZZ 5
�rw �a
Or/tea as /h A
;-• Type of Building-
* Dwelling/No.of Bedrooms . Lot Size /D-3 ZO sq. ft. Garbage Grinder. ( )
Other Type of Building A/Gdd /r—�-a- R� No.of Persons S Showers( ) Cafeteria( )
Other Fixtures ''� •:�
Design Flow(min.re wired) `70 gpd Design flow provided yy0 gpd
:k, 4 Plan Date /D / U�o Number of sheets Revision Date
Title �!!� as ed Sewo V dt 571,105W
F Size of Septic Tank /15,V0 44fwok& Type of S.A.S. 3—
Description of Soil Ize u%. SGe,,.�(i s� '
+p� k
fit, J.
Natuie of Repairs or Alterations(Answe when applicable)
i
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 Cod not to place the system in operation until a Certificate of,
Compliance has been issued by this Board of Hea —
Application Approved Date ��''""��
.Application Disapproved by: Date
for the following reasons
\Permit'No. ;?, O 07— 6 93 Date Issued 2- —7 — 07 ,
THE COMMONWEALTH OF MASSACHUSETTS .-
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS'IS TO CERTIFY,that the On-site Sewa a Disposal System Constructed (Compliance
( ) Upgraded
�/ ( )
Abandoned( )by a,� y �p •"
at /c/o 6 2i64 wyC.— has been constructed in accordance
with the provisions 9,f Title/5 and the for Disposal System Construction Permit No. A Ot7 7/—O '13 dated Z 7 —6 7.
Installer bliu_- O/1� Designer Sr / e_lw bills t
#bedrooms y Approved design flow �49 gpd
The issuance of this permit shall not be constr••e as (guarantee that the syste ill unctions designe . C'
Date � I� Inspector
No. o� 0 0 7 — 043 Fee _ _.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
0igpont �&pgtem Construction Permit
Permission is hereby granted to Construct ( V ) Repair ( ) Upgrade ( ) Abandon ( )
System located at lea& Gu y/ ve,
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 permit.
Date 2," -7 — D7 Approved by
SEP-26*-2007 09:51 From:BORTOLOTTI CONST 5084289399 To:5082401215 P.1'2
Town of Barnstable
Regulatory Services
Thomas F.Geller,Director
Public Health Division.
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
i
Office-..508-862.4644 Fax: 508.790.6304
Installer&Designer Certitication Form
Date: Z -7-07 Sewage Permit# =7—013Assessor's MaplParcel L f Z
I
Designert J' C_/ K�i�eJck.gY-Uf'h4e_f 5 b stalIer: APP -I�koo
Address: P 01. Onx 140 1 Address:
Oti x-7 `O7 Or 0 was issued a permit to install a
date (installer)
septic system at / +6 �M74 Q based on a design drawn by
/ (address)
dated O 3 a0
esign r
I certify that aseptic.system referenced above was installed substantially according to
the design, wdich may include minor approved changes such as lateral .relocation of the
distribution b6x and/or septic tank. sicipalit of ran
s C-) -
I certify that the septic system referenced above was installed with major chnrigv; (i
greater than 1q lateratirelocation of the SAS or any vertical relocation of any componer>tJ
of the septic system)but in accordance with State &Local Regulations. Plan ievision or
certified as-built by designer to follow. $tripout(ifi' gti'i red)"wire"titspt ted�a iFd'the soils
were found sa i afacto y. `iH of
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LAURA G Co r'
A. u�
n to b ign tore SCHOFIEU)
No.1120 v�
gNJTAFIA a
Designer's igna e ix p re
PLEASE i RETURN TO.BAkNSTABLE 'UBLIC HEALTH D.MSION. C LM FIC
F-COMPLL4NCEI WILL:NOT BE 19—SUED UNUL H -
B MT CARD ARE CEIYED'BY1' BARNSXABLIXHEALTH-tUBLIC DIMIO.N.
YOU.
Q:140ptic0ceignor Cenificadon Form Itev 03.09.06.doc
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SEP-2i`-2007 09:51 From:BORTOLOTTI CONST 5084289399 To:5082401215 P.2'2
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Town of B.' rnstable. P 0
Depatrtnient.of Re atory Services
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Public Health Division Date
200 Main Street,Hyannis MA 02601
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Date Scheduled_ / / " 'Time Fee Pd. / C:
I
Soil Suitabili Assessment foY ewtuge D' osal �
• S c h o�12� �roS .� �`t•s'1r-�r� F-
Performed By:�`�'i 1 Q vttl tuts= N1Gt ureE N�i Nla�l ! -Witnessed By.
LOCATION & GENERAL INFORMATION
Location Address
Address ((A- Pi mouth t ��
• .—sILL �"/� � / �- 3 Bngineer'aNaioeNS��eiG�� � o/�a .
Assessor's Map/P4tcel: // V
NBW CONSTRU ON REPAIR Telephone#
sto
96 I % surface stones
Land Use Slopes�r� �( )
Distances from: Open Water Body 7 1 Q O ft Possible Wet Arm 7�n Drinking Water Well _ tt
Drainage way ft. Property Line' 1C + _n Other R
SKETCH:($trect name,dimensiods'of lot,exact locations of tact holes&perc tests,locate wetlands in proxitnity to holes)
e
m �,00•oz I
" �� Of E
g ° � Aa
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3� lllli ll l_.- !
7m-7
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gg oo'ort
or g \
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pvsre iw
3nN�v H12in03 �' �.: ,'•.
--.. _ y,
Parent tnaterial(gcglogic) t,��t ul n S h, Depth to Bedrock _ w
Fy t:rr P. N Z
Depth to t,moundwaRar: Standing Water io Hole:' 3:12i'"it-4: N Weeping f mm Pit tattes lei 3 t 2-0" -4 N A � ;^,.
I
Ei,EyAllot-! 4,1 i LEipy�Tt+�t3. 13.0 _6Zo�,� +i t p� STm� r = .
11stimated Seasonal High Groundwater L_ I V"AT t w4 4.1
DtTERMIN TION FOR SEASONAL HIGH WAT]'R TA-t: `D
Method Used: ► t3 ( t r e*r o red 1�
Depth (served standinglin obs..bole: 1 3 - 2—O la Depth to Doll tttt>ttl�a�I I A.
towmrping from side of hole: t in. Oroundwaoer AqJ
�pl t Adj.Grmtlt!+ater 1,.uYal..!L-i
LtdexWelltk IW 2h ReadingDat� job Index Weillcvel L.3 A41 faztur�-"!"
I
PERCOLATION TrST �ma 1' Qto �� i I ew>1-
Obsemdon i9irte at 4" u N A i'J l Ems_
Hole@ If /_8.q 'tlmeat6" TO
Depth of Perc tf�
TSme(9"-V)
Start pre-soak Tme.® - Z. L�-`2 2-4 -LOWS
R t�� "End Prooak o RAP r1 E'Rite Minllnch '
Site Failed,, Additional Testing Needed(Y/N) '
Site Suitability psat�smurt Site Passed
Observation Hole Data To Be Completed on Back -
Original:,Public He�ilh Division =
***If percola ion test is to be conducted within 100' of wetland,-you must first notify the
Barnstable Ctii$servation Division at least one(1)Wedk prior to beginning.
DEEP OBSERVATION HOLE LOG Hole# I _
Depth f m Sall Hartmn Soil Texture Soil Color Sal ' Other
Surface Cur.) (USDA) (Mmselo Mottling (Structure Stoner,Boulders.
D-1 O A Laarn /.0 vP_ 3f3 j
/U-4(0 13 sv13[A. I o S�8 _
-71 1 Nli. b`I R '914- " w
?7-132 G2 Ga NCL 5 y '0/3 wm w S°71415"
DEEP OBSERVATION HOLE LOG Hole#. 7-
Depth trap Sall Hodnm Sat Texture Soil Color Sail Other
Surface(in.) (USDA) (Munselq Mottling (Structure.Stones.Boulders. '
Consismillcy.
D-8 SaNdA Loam l o K 3f/3
�=ZS va vrt S !7q IZ�(
ZS G I SaN d 16 q R 'ol — eA i kh-►,
fory
0-13$ CZ . ,5a,NO� . s ID�3 M Iurt w So ,vdS r
DEEP OBSERVATION HOLE LOG Hole#
Depth from' Sal Horizon Soil Texture Soil Color Soil Other
Surface(m.) (USDA) (MMWM Mottling (Structure.Stones.Boulderm
i b-3� �cir►��j"�aNaL pLip 46
N d lz1./4-
DEEP OBSERVATION HOLE LOG Hole#
Depth fbm Sal Horizon Sal Texture Sal Color " "I other
Sudioe pre.) (USDA) (Munselq Mottling (Strwtum Stories.Boulders.
C� aN
�2 C I Saw �b �°�4- � �I.1/Wl, •
2 Saavd, y
Flood Insurance Rate Man• hex IP o i- 1,5
• ^i-rl�I �-11+#2 � f`lort'hwe S�-evly P ►o
Above S00 year flood boundary No— Yes Q bo v t j+.,e` Soo y C a-►' bov.�ry
No_ �Yes �` � tali n SOOyeu.l bc�ur�'�Y
WitltlnS 00year boundary rS �tbove the WNeoar oN bPACL►1 .
Within 100year flood bouudary No Yea LAW o 10 yea✓ f lood ►S CON+Du�
Sou+hea t C_orw(- 0f lo+- r•S �sttviff* w1�,tJ )00 0ctr
Depth of NaturaQv occurring Pervious Material "J
Does at least four feet of naturally occurring pervious material exist_in all areaa.,ob�erved throughout the
area proposed for the soil absorption system?
`'If not,-what is the depth of naturally occurring ous material?
CertiHcadon
I certify that on ftil 1919 (date)I have passed the soil evaluator examination approved by the
Depaitment of Environmental Protection and that the above analysis was performed by me.consistent with
! tha required train g,expertise and experience described in 3,10 CWR 15.017.
Signature Date /O I Z0040
q.%SM 7CWB tMRM.DOC
McKean, Thomas
From: McKean, Thomas
Sent: Friday, August 04, 2006 12:56 PM
To: Traczyk, Art
Subject: RE: Public Health Division Comments
Site B-West Barnstable Community 40 B Project
The innovative/alternative system proposed by the applicant appears to be satisfactory for this proposed development.
However, we have not received a proposed monitoring plan. The applicant is required to submit a proposed
monitoring plan to the Board of Health for their review per Section 360-26 Town of Barnstable Code.
Also, the applicant shall comply with all State and local regulations in regards to providing safe and potable water for
this proposed development prior to any building permit/construction activity.
West Barnstable Site A-YMCA Site
On Tuesday August 1, 2006, Mark Nelson met with the Board of Health members to discuss whether innovative
technology is required for this site. Mr. Nelson indicated public sewer might be made available to this site in the future.
However, the Board members voiced their concerns of whether or not this development would be allowed to connect
to public sewer. Also, the Board questioned the size of the piping that will be provided. In addition, it appears that
easements will have to be attained from adjoining the property to connect to public sewer in the street. We are
awaiting more information in this regard.
166 Fourth Avenue
According to DEP, the proposal to increase the number of bedrooms (from three bedrooms to four or five)
automatically triggers the requirement to upgrade or replace the existing septic system.
The existing septic system is permitted for three bedrooms maximum.
/bonservation
office(t.st Floor): ��TO� ����'�� ������map and lot number � ' WSTALLE® iKI C®6V1PL1A6VTug(4th Floor): `�/-'�^�1��^� ��� WITH`TITLE t5alth(3rd floor):ewage:Permit number "L"'q -rt4MULAMNS
sai�rnnc
Engineering Department(3rd floor): oo oe3q.
House number �o eor a•
Definitive Plan Approved by Planning Board 19
APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only
TOWN : OF BAR.NSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO lrieq" S
TYPE OF CONSTRUCTION la 9 o b
4 i 7 19 _
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following information:
Location M, 'y72-V ' A16 WCV -- /z.r
Proposed Use R-A f.-c PLC 3 v
Zoning District &? Fire District ��
Name of Owner 6 $E�RQr P7"1 i." Address- '97R- ►qU U/��lf�/yµin•�5�,G� '
Name of Builder Address_12-0 G-r[6-*-V So n
Name of Architect Address
�Z� �o _�
Number of Rooms ,Foundation
Exterior Roofing 46 1010f-z- Ek 4 S—Y7 A--'
Floors �— Interior
Heating !_
Plumbing
Fireplace Approximate Cost 0 0z).
Oa
Area vr70 -sp FT-
Diagram of Lot and Building with Dimensions 00
Fee"; ��
I •
I
i •
Assessor's map and lot rium er a �, /a3
Sewage Permit number
THE tp�`
House nu
mber Z BASH9T/1DLE,
.....
00 i639. .\e00
�0 WAY a.
TOWN OF BARNSTABLE
BUILDING INSPECTOR
APPLICATION FOR PERMIT TO k-0....... ...
..
................................................ . ......................................
TYPE OF CONSTRUCTION ......../X-- ,
/. ............19........ ti
TO THE INSPECTOR OF BUILDINGS:
The undersigned hereby applies for a permit according to the following. in
Locationa!y�—
a- .. ...............................................
ProposedUse ... .. .. .............................................................
Zoning District ....................................a........................................Fire District
Name of Owner .. . .... ........►�` ............. ........Address ,l,�� �'
.................................
Name of BuilderT. Address........... ..... ....�i .. ............`. r
Nameof Architect ........................................ ................Address .....................................................:..............................
Number of Rooms .�.'✓� �............. ,,,,,,,•,,,•,..,.,,Foundation .......
..............
Exierior .................. ........... ... . .......................................Roofing
............. .... . .
Floors ................................................Interior .....,..w. .. . . . .....
...........
Heating ........ ........................ ......PIumbin
g .�...`.... QJ..
Fireplace ..............................................................Approximate Cost �..................d
Definitive Plan Approved by Planning Board _ 19 . Area
.... ................... .................
Diagram of Lot and Building with Dimensions /
Fee .......1..�..............................
SUBJECT TO APPROVAL OF BOARD OF HEALTH
oD
~SIR
V/
t
Town of Barnstable
Zoning Board of Appeals -
�, ' 200 Main Street,Hyannis,MA 02601
Phone(508)862-4785 Fax(508)862-4725
Growth Management Department
Ruth J.Well,Director
367 Main Street,Hyannis,MA 02601
July 24, 2006
Wayne Miller, MD, Chairman
Town of Barnstable Board of Health
200 Main Street
Hyannis,MA 02601
Reference: Zoning Board of Appeals - Special Permit 2006-55 issued to Michael C. and Susan E.
Carey for property addressed, 166 Fourth Avenue,West Hyannis Port,MA
(Assessor's Map 245,Parcel 123)
Dear Mr. Miller;
On July 12, the Zoning Board of Appeals granted the above referenced special permit to expand and
alter an existing single-family dwelling. During the Boards' deliberation members expressed
concern for the reuse of the existing on-site septic system. The members noted that the existing
system is 26 years old, located within 100-feet of coastal wetlands, situated 12 feet above sea level
and fully within a 100-year flood plane. Initially,the Zoning Board was lead to believe that the
septic system was going to be relocated. However, at the continuance, it was made clear that the
intent was to rely on Title 5 grandfathering of the existing system and reuse it as is. The members of
the Board of Appeals expressed concerns that the proposed level of building alteration should be met
with equal improvements to the property, specifically the on-site septic system.
The four-bedroom dwelling is on a small lot consisting of 10,400 sq. ft. The location of the existing
septic system is in close proximity to coastal waters and fully within 100 feet of coastal wetlands.
The system, installed in 1980, is now 26 years old and not in conformity with today's Title 5
requirements. Concerns were expressed that, especially during a high coastal tide, the leaching pit
could be in an area of high groundwater. In addition,the septic system is fully within the 100-year
flood plan and only feet from Zone A10, an area subject to flooding during coastal storm events.
Perhaps, a portion of the lot outside of the flood plane and the 100-foot proximity to the coastal
wetlands could accommodate a new system. The Board of Appeals determined that they would
communicate to the Board of Health their collective concerns and request the Board of Health take
an in-depth look at this proposal to reuse the existing system as is.
Respectfully, �-
c
qj-
G4 C.Nightinga ,Chairman
Zoning Board of Appeals
Copy: ZBA File 2006-055
Attorney Albert J.Schultz,7 Parker Road,Osterville,MA 02655
Thomas McKean,Town of Barnstable-Director—Health Division
Attachments:
A
BARNSTABLE
TOWN CLERK
'bra ran+• ... ,._.. ,. :.
'06 JUL 26 A 9 V
Town of Barnstable
Zoning Board of Appeals
Decision and Notice
Appeal 2006-055—Carey
Special Permit-Section 240-92.B Non-conforming Buildings or Structures Used as Single Family
To expand a nonconforming dwelling into the required front yard setbacks along Ocean Street and Fourth Avenue.
Summary: Granted with Conditions
Petitioner: Michael C.and Susan E. Carey
Property Address: 166 Fourth Avenue,West Hyannis Port,MA
Assessor's Map/Parcel: Map 245 as Parcel 123
Zoning: Residence B Zoning District
Relief Requested&Background:
The applicants seek to expand and alter an existing nonconforming single-family dwelling not in conformity
to current zoning. The subject lot is a 0.24-acre parcel developed with a 1,906 sq.ft., 13/4-story, and three(3)
bedrooms dwelling with an attached 400 sq.ft. garage. According to the Assessor's record,the structure
dates back to 1890. The lot is a comer lot with frontage on Ocean Street,which is an unimproved way, and
Fourth Avenue which is a dirt surfaced way.
According'to the survey plans submitted,the existing structure is nonconformng with regards to structural
setbacks in that the building sits 4.0-feet off Ocean Street and 11.2-feet off Fourth Avenue. The area is
zoned Residence B and now requires 20-foot front yard setbacks.
According to plans submitted, the applicants are seeking to expand the existing structure by adding to the
first and second floors which will further encroach into the required setback but generally within those
already established by the existing structure. The degree of nonconformity in setbacks is only slightly
increased in a small area of the second floor which overhangs the first floor. The alterations include the
addition of a full second floor and the expansion of the garage. The second floor area over the garage is
cantilevered over the footprint of the first floor structure and inline with the proposed first floor deck.
According to the plans,the finished home is to be a four(4)bedroom,three and a half(3.5)bathrooms
dwelling consisting of 3,540 sq.ft.plus a 480 sq.ft. garage.
Procedural&Hearing Summary:
This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 09,2006. A
public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance wit]
MGL Chapter 40A. The hearing was opened June 21, 2006 and continued to July 12, 2606, at which time the Board
found to grant the special permit subject to conditions. Board Members deciding this appeal were,Ron S. Jansson,
Jeremy Gilmore,John T.Norman,Kelly Kevin Lydon and Chairman Gail C.Nightingale.
Attorney Albert J. Schultz represented the applicants. Also present was Kenneth Saddler Jr.,the home
designer. Mr. Schultz noted that the lot is an undersized lot with 120-feet of frontage on Fourth Avenue and
80-feet on Ocean Street. The structure is nonconforming in terms of the front yard setbacks from the two
ways. He noted that a proposed site plan and architectural plans for the expansion have been submitted. Mr.
Schultz stated that this is not a demo/rebuild but rather an expansion of the existing nonconforming structure.
Mr. Schultz noted plans were approved by the Conservation Commission as there are wetlands located
within 100 feet of the existing structure.A decision has been made,but as of yet,the Order of Conditions
has not been filed.
The Board expressed concern with regards to the overall size of the proposed new structure given its setting,
small lot size,building mass, and visibility from neighboring streets. Mr. Schultz cited that the home is to be
the Carey's full time residence, and not rented. It was designed for their family and its needs.
The issue of the delineation of the FEMA zones was raised and the location of the septic system within the
100 year flood plane. Mr. Schultz stated that the septic system was going to have to be relocated.
Public comment was requested and no one spoke in favor or in opposition.
Ms.Nightingale stated that she would not want to grant this without a condition stating that development
shall be accomplished without variance from the Board of Health regulations. The Boards initial findings,
however,were rescinded when new architectural plans were submitted during the proceeding as they
differed from those reviewed by the Board. The new plans were reviewed briefly and it was determined that
the architectural plans would effect the site plan. The Board requested updated copies of both architectural
and site plans to be submitted to the Board's Office for review. The hearing was then continued to July 12,
2006 for review of the new plans to include delineation of the FEMA Zones.
At the continuance,the Board reviewed the new site plan and received an updated staff report including
proposed conditions. Mr. Schultz noted that a portion of the attic space would be for utilities and relayed
that the applicants would like to build an interior stair case to that attic space to service those utilities.
Mr. Schultz cited that the existing septic system would be reused. However,the Board noted that at the prior
hearing,the applicant indicated that he would not have a problem with replacing the septic system. It was
also noted that the Board usually conditions such permits with conformance to all Title 5 and local Board of
Health regulations without variance. Mr. Schultz stated that he has not had any engineering done for a
proposed new septic system but had discussed the issue with Sullivan Engineering. He stated that the Health
Agent passed the existing system.
The Board expressed its desire to have the system relocated and built according to current Title 5 standards
as this is a substantial alteration and expansion. It was the Board's wish to see the entire site brought up to
current septic standards,minimum wetland protection standards and the flood area safeguarded.
The owner,Michael C. Carey addressed the Board citing that he has spoken with the Health Agent and the
existing system had passed Title 5. He cited that he initially was going to renovate the existing building,but,
due to the condition of the existing structure,the alteration and expansion was necessary. He stated that the
project is escalating in cost and it has now become very expensive. Therefore,he desires to keep the existing
septic system.
2
The Board discussed the issue of the septic system and concluded to delegate it to the Board of Health to
better address it. The Board also determined to communicate to the Board of Health:
• the Zoning Board's desire to have the system upgraded,preferably to current Title 5 requirements
without variance if possible
• review the existing leach pits with respect to depth to ground water and the existing septic tank flood
proofing needs.
Mr:Carey stated that there will be a full engineering crew going out there to inspect the site.
Findings of Fact:
At the hearing of June 21, 2006,the Board unanimously made the following findings of fact:
1. In Appeal 2006-55,the Applicants are Michael C. and Susan E. Carey. They are seeking a Special
Permit pursuant to Section 240-92.B Nonconforming Buildings or Structures Used as Single and Two-
Family Residence for property addressed as 166 Fourth Avenue,West Hyannis Port,M.A. The subject
property is shown on Assessor's Map 245 as Parcel 123. It is in a Residence B Zoning District.
2. The applicants seek the special permit to allow the existing structure located on the property to be further
expanded and altered. They seek to expand and alter the existing nonconforming single-family dwelling
not in conformity to zoning. The subject lot is an undersized nonconforming lot of 10,400 sq.ft. The lot
is developed with a 1,906 sq.ft., 1'/4-story,three(3)bedroom dwelling and an attached garage of 400
sq.ft.According to the Assessor's record,the structure dates back to 1890.
3. The lot fronts on two designated ways. Ocean Street which is an unimproved roadway often termed a
`paper street' and Fourth Avenue which, although developed, it is a dirt surfaced way at this location.
According to the survey plan of the lot;the existing structure is nonconforming with regards to structure
setbacks. The dwelling is situated 4.0-feet off Ocean Street and 11.2-feet off Fourth Avenue. The area is
zoned Residence B and now requires 20-foot front yard setbacks. The structure predates zoning and is,
therefore, a legal nonconforming structure.
4. Section 240-92(B) of the Town of Barnstable Zoning Ordinance provides for the expansion and
alteration of a nonconforming dwelling by special permit from the Zoning Board of Appeals. That is,
provided the Board finds the proposed alteration or expansion will not be substantially more detrimental
to the neighborhood than the existing building or structure.
5. The applicants are seeking to expand the existing structure by adding to the first and second floors which
will then further encroach into the required setback but within those established by the existing structure,
not increasing the degree of non-conformity in the setbacks. The alterations include the addition of a full
second floor and the expansion of the garage. According to the plans,the finished home is to be a four
(4)bedroom,three and a half(3.5)bathroom dwelling of 3,540 sq.ft. plus a 480 sq.ft. garage.
6. A plan has been submitted clearly delineating the designated FEMA Zone A10,those areas subject to
flooding, and Zone B which is the area subject to the 100 year flooding. The Zone A is approximately at
Elevation 10. The first floor elevation of the building is to be 18.2 and above the flood elevation. The
existing septic system and leach pit is located within 100 feet of wetlands and within the FEMA Zone A
which is the area prone to 100 year flooding and susceptible to inundation in a coastal storm event.
3
7. The plan has been heard before the Conservation Commission regarding the location of improvements
within 100 feet of wetlands. The Board understands that an Order of Conditions has been issued for the
alteration and expansion of the dwelling by the Commission.
8. The proposed alteration and expansion will not be substantially more detrimental to the neighborhood
than the existing building or structure. Therefore,the Board of Appeals may grant a special permit
pursuant to Section 240-923 for an expansion and alteration of a nonconforming dwelling.
9. The Board also finds that this application falls within the category of Section 240-923 specifically
accepted in the ordinance for a grant of a Special Permit.
10. After evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning
Ordinance and would not represent a substantial detriment to the public good or the neighborhood
affected provided certain conditions are imposed.
Decision:
Based on the findings of fact, a motion was duly made and seconded to grant the Special Permit for the
alteration and expansion of the existing single family dwelling located on the property subject to the
following conditions:
1. Alteration and expansion of the structure shall be in accordance with the proposed site/plot plans
presented to the Board entitled"Plan of Land in Hyannis Port,MA prepared for Michael C & Suisan E.
Carry"dated May 9, 2006,revised July 11,2006 as drawn by Schofield Brothers of Cape Cod. Also,
architectural plans submitted entitled"Plan# 1654,Mike and Susan Carey"revised date of July 6,2006
as drawn by Kenneth Sadler Associates. A copy of both drawings has been initialed by the Chairman.
2. It is specifically noted that a second floor dormer is shown on the architectural drawing and intrudes
approximately 1 foot further into the established front yard setback. The intrusion is slight and can be
permitted herein and without the need for a variance.
3. The dwelling,herein authorized, shall not be further expanded in footprint or in gross area and no
accessory structures permitted without approval of this Board. This permit shall be considered as a full
build out on the property.
4. All construction shall conform to all applicable Building Codes,Fire regulations and Health
requirements. Development and construction shall be in full compliance with the Order of Conditions
issued by the Conservation Commission.
5. The changed plans permitted by this decision shall be resubmitted to the Conservation Department for
their final approval and/or modification in order for the Order of Conditions to be issued.
6. All equipment associated with the dwelling(electrical generators, air conditioning units, etc.,) shall be
located and conform to all district setback requirements and are to be screened from neighbors view.
7. The dwelling is limited to two habitable floors only. The basement shall only be used for storage and the
attic area shall only be used for mechanical equipment/storage. There shall be no habitable area
developed in the basement or the attic areas.
8. Prior to the Issuance of the Building Permit, interior plans for the dwelling shall be submitted to the
Zoning Board of Appeals Office for review for consistency with this decision and approval.
9. The Zoning Board of Appeals will send a letter to the Board of Health expressing their concern and
requesting their full review of the existing septic system.
4
10. Use of the property is strictly limited to one single-family dwelling. There shall be no lodging or renting
of rooms permitted. A family apartment maybe permitted with permission from this Board or the
Building Commissioner.
11. There shall be no seasonal rental of the home. Any lease of the property shall not be for.less that 6
months and it shall be only to one household.
The vote was as follows:
AYE: Ron S. Jansson,Jeremy Gilmore,John T. Norman,Kelly Kevin Lydon and Gail C.Nightingale
NAY: None
Ordered:
Special Permit 2006-55 is granted with conditions. This decision must be recorded at the Registry of Deeds
for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this
decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty(20) days after the
date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk.
- 7 f9 06
Gai C.Nightingale,4irman Date Signed
I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify
that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal
of the decision has been filed in the office of the Town Clerk.
Signed and sealed this day of under the pains and penalties of perjury.
Linda Hutchenrider, Town Clerk
5
�a
COMMONWEALTH OF MASSk6-HIISE-1'P 'iS TABLE
EXECUTIVE OFFICE OF ENOIVM TALFF RS
J W !.f t!'I �vr Pr, I`. L
r o DEPARTMENT OF ENVIRONMENTAL PROTECTION
0
w......-.-.-.s-'.�D j�7 f 1 J I iJ Iw
E MAIN STREET W
WEST YARMOUCH;MA V_
r
�0 308-775-2800
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION AAP
MAP-245 PARC-1.23
Property Address: 166 4Tia AVENUE UkRCEL. 1 Z J
WEST HYANNIS PORT,MA 02672
O%kmer's Name: HAMLLTON,ROBERT Q7
O\171er's Address: P.O.BOX 636
WEST HYA.NNIS PORT,MA 02672
Date of Inspection SEPTEMBER 8.2004
Name of Inspector:(please print) JAMES D.SEARS
Company Name: A&B Canco
Mailing Address: 350 Main Street
West Yannouth,MA 02673
Telephone Number: 508-775-2800
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported
below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my
training and expei5ence in the proper function and maintenance of on site sewage disposal systems. 1.am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system:
Passes
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: Date:
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Elealth or
DEP)within 30 daps of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd
or;renter,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.
'Ihe original should be sent to the system owner and copies sent tot lie buyer,if applicable,and the approving authority.
Notes and Comments
****This
***This report only describes conditions at the time of inspection and under the conditions of use at that time.
This inspection does not address how the system will perform in the future under the same or different
conditions of use.
4
Title 5 Inspection Form 6!15/2000 1
Page 2 of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS '
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 166 4T"AVENUE
WEST HYANNIS PORT,MA. 02672
Owner: HAMILTON,ROBERT
Date of Inspection: SEPTEMBER 8.2004
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes: ,/
_ I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below.
Comments:
B. System Conditionally Passes: N/A
One or more system components as described in the`Conditional Pass"section need to be replaced or repaired.
The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass.
Answer yes; no or not determined(Y, N.ND)in the for the following statements. If"not detenuined"
please explain.
_ 'file septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,
exhibits substantial infiltration or extiltration or tank failure is ininiment..System will pass inspection if the existing
tank is replaced with complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection It It is structurally sound,not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
ND explain:
_ Observation of sewage backup or break out or high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval
of Board of Health):
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will
pass inspection if(with approval of the Board of Health)"
broken pipe(s)are replaced
obstruction is removed
ND explain:
Title 5 Inspection Form 6/1 i/2000 2
Paae 3 of I l
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(CONTRfUED)
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT. MA. 02672
Owner: HAMILTON• ROBERT
Date of Inspection: SEPTEMBER 8. 2004
C. Further Evaluation is Required by the Board of Health:N/A
Conditions exist which require further evaluation by the Board of Health in order to determine if the system is
failing to protect public health,safety,or the enviromnent.
1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the
system is not functioning in a manner which will protect public health safety and the environment:
Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh
2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the
system is functioning in a manner that protects the public health,safety and environment:
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a
surface water supply or tributary to a surface water supply.
The system has a septic taitk and SAS and the SAS is within a Zone 1 of public water supply.
The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well.
T•he system has a septic tank:and SAS and the SAS is less than 100 feet but 50 feet or more from a
private water supply well". Method used to determine distance
This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform
bacteria and volatile organic compounds indicates that the well is free from pollution from that facility
and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided
that no other failure criteria are triggered. A copy of the analysis must be attached to this form.
3. Other:
,t
Title 5 Inspection Form 6/15/2000 3
i.
Page 4 of I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(CONTINUED)
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT, MA. 02672
Owner: H_AMILTON, ROBERT
Date of Inspection: SEPTEMBER 8. 2004
D. System Failure Criteria applicable to all systems: N/A
You must indicate`yes" or"no"to each of the following for all inspections:
Yes No
Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
v� Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded
or clogged SAS or cesspool
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
i
Liquid depth in pit is less than 6"below invert or available volume is less than%day flow
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times puniped
Any portion of the SAS;cesspool or privy is below high ground water elevation
N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a
surface water supply
N/A Any portion of a cesspool or privy is within a Zone 1 of a public well
N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well
N/A Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. (This system passes if the well water
analysis performed at a DEP certified laboratory,for coliform bacteria and volatile organic
compounds indicates that the well is free from pollution from that facility and the presence of
ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm, provided that no other
failure criteria are triggered. A copy of the analysis must be attached to this fornn.)
NO (Yes/No)The system fails. I have deternnnned that one or more of the above failure criteria exist as
described in 310 CMR 15.303,therefore the system fails. The system oNvner should contact
the Board of Health to deternnine what will be necessary to correct the failure.
E. Large Systems: N/A
To be considered a large system the system must service a facility with a design flow of 10,000 gpd to
15,000 gpd.
You must indicate either"yes" or"no to each of the following:
(The following criteria apply to large systems in addition to the criteria above)
Yes No
the system is within 400 feet of a surface drinking water supply
the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a itrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a
mapped Zone H of a public water supply well.
If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered
"yes"in Section D above the large system is failed. The owner or operator of any large system considered a significant
threat under Section E or failed wider Section D shall upgrade the system in accordance with 310 CUR 15.304. The
system o\v ner should contact the appropriate regional oflice of the Department.
Title 5 Inspection Form 6/15/2000 4
I
v
Page 5 of I 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT, MA. 02672
Owner: HAMILTON, ROBERT
Date of inspection: SEPTEMBER 8. 2004
Check if the following have been done. You must indicate"yes" or"no"as to each of the following
Yes No
J Pumping information was provided by the ownner;occupant;or Board of Health
Were any of the system components pumped out in the previous two weeks?
Has the system received normal flows in the previous two week period?
Have large volumes of water been introduced to the system recently or as part of this inspection?
Were as built plans of the system obtained and examined?(If they were not available note as N/A)
Was the facility or dwelling inspected for signs of sewage back up?
J Was the site inspected for signs of break out?
Were all system components,excludingt.the SAS;located on site?
J Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the
condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum
V/ Was the facility owner(and occupants if different from owner)provided with information on the
proper maintenance of subsurface sewage disposal systems?
The sue and location of the Soil Absorption System-(SAS)has been detennined based on:
Yes No
Existing information. For example,a plan at the Board of Health.
�j Detennined in the field(if any of the failure criteria related to Part C is at issue approximation of
distance is unacceptable)[310 CMR 15.302(3Xb)]
Title 5 Inspection Form 6/15/2000 5
v
Page 6 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT.MA. 02672
Owner: HAMMLTON,ROBERT
Date of Inspection: SEPTEMBER 8. 2004
FLOW CONDITIONS
RESIDENTIAL ,/
Number of Bedrooms(design): 4 Number of bedrooms(actual): 4
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 440
Number of current residents: 2
Does residence have a garbage grinder(yes or no): YES
Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required]
Laundry system inspected(yes or no): YES
Seasonal use(yes or no): YES
Water meter readings,if available(last 2 years usage(gpd)): N/A
Sump pump(yes or no) NO
Last date of occupancy: PRESENT
COMMERCIALANDUSTRIAL
Type of establislinnent:
Design flow(based on 310 CMR 15.203):
Basis of design flow(seats/persons/sgft,etc.):
Grease trap present(yes or no):
Industrial waste holding tank:present(yes or no):
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings,if available:
Last(late of occupancy/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information: SEPTENMER 13,2004
Was system plumped as part of the inspection(yes or no): NO
If yes, volume pumped: gallons—l-low was quantity pumped deternnied?
Reason for pumping:
TYPE OF SYSTEM
J Septic tank,distribution box,soil absorption system.
Single cesspool
Overflow cesspool
Privy
Shared system(yes or no)(if yes,attach previous inspection records,if any)
Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be '
obtained from system oxviler)
'fight tank Attach copy of the DEP approval
Other(describe):
Approximate age of all components,date installed(if(mown)and source of information:
1981 PERMIT#80-522
Were sewage odors detected when arriving at the site Cyes or no): NO
Title 5 Inspection Form 6/15/2000 6
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 166 4TH AVENUE
WEST 14YANNIS PORT,MA. 02672
Owner: HAMILTON_ROBERT
Date of Inspection: SEPTEMBER 8, 2004
BUILDING SEWER(locate on site plan):
t
Depth below grade:
Materials of construction: Cast iron _ 40 PVC _ other(explain)
Distance front private water supply well or suction line:
Conunents(on condition of joints,venting,evidence of leakage,etc.):
SEPTIC TANK(locate onsite plan): J
Depth below grade: 11"
Material of constriction: ✓ concrete metal fiberglass polyethylene
_ other(explain) o
If tank is.metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of
certificate)
Dimensions: 1000 GALLON PRE CAST
Sludge depth: 1"
Distance from top of sludge to the bottom of outlet tee or battle: 29"
Scum thickness: 0"
Distance from top of scum to top of outlet tee or baffle: 8"
Distance from bottom of scum to bottom of outlet tee or battle: 18
How were dimensions determined: AS BUILT&,TAPE
Conunents(on pumping recommendations;inlet and outlet tee or baffle condition,structural integrity,liquid levels as
related to outlet invert,evidence of leakage,etc.):
MAIN TANK AT WORKING LEVEL,INLE"f TEE,OUTLET TEE.
NO SIGN OF OVER LOADING OR LEAKAGE.
GREASE TRAP(located oil site plan) N/A
Depth below grade:
Material of construction: concrete metal fiberglass _ polyethylene other
(explain):
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or battle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping:
Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as
related to outlet invert,evidence of leakage,etc.):
Title 5 Inspection Form 6/15/2000 7
v
Page 8 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT. MA. 02672
Owner: HAMILTON, ROBERT
Date of Inspection: SEPTEMBER 8. 2004
TIGHT or HOLDING TANK: N/A (tank:must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass polyethylene other(explain)
Dimensions:
Capacity: gallons
Design Flow: gallons/day
Alanu present(yes or no)
Alarm level: Alann in working order(yes or no):
Date of last pumping
Comments(condition of alarm and floats ruches,etc.):
DISTRIBUTION BOX: N/A (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert:
Conunents(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of
leakage into or out of box,etc.,):
PUMP CHAMBER: N/A (locate on site plan)
Pumps in working order(yes or no):
Alanus in working order(yes or no):
Comments(note condition of pump chamber;condition of pumps and appurtenances,etc.):
Title 5 Inspection Form 6/15/2000 8
r -
i
Page 9 of l 1
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 166 4TH AVENUE
WEST HYANNIS PORT.MA. 02672
Owner: HAMILTON_ROBERT
Date of Inspection: SEPTEMBER 8. 2004
SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required)
If SAS not located explain Why:
Type
j J leaching pits, number: 1
leaching chambers,number:
leaching galleries, number
leaching trenches, number,length
leaching fields, number,dimensions:
overflow cesspool, number:
innovative/alternative system Type/name of technology:
Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of
vegetation,etc.)
LEACHING IS ONE 1000-GALLON PRE CAST PIT.PIT 4"BELOW GRADE,2'WATER IN PIT,STAIN
LINE AT 2' 4".NO SIGN OF OVER LOADING OR SOLID CARRY OVER.
CESSPOOLS: N/A (cesspool must be puunped as part of inspection)(locate on site plan)
Number and configuration:
Depth—top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Continents(note condition of soil,signs of hydraulic failure;level of ponding;condition of vegetation etc.):
PRIVY: N/A (locate on site plan)
Materials of Coil stnuctioil:
Dimensions:
Depth of solids:
Comments(note condition of soil,signs of hydraulic failure;level of ponding,condition of vegetation,etc.)
Title 5 Inspection Form 6/15/2000 9
•
Page 10 of t)
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property,Address: 166 4TH AVENUE
WEST HYANMS PORT. NIA. 02672
Owner: HAMILTON. ROBERT
Date of Inspection: SEPTEMBER 4. 200
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the scwase disposal system including ties to at least two permanent reference landmarks or
benchmarks. 1_ocate all v,ells��itlun 10t)1eet. [.ovate\There public eater supple enters the building.
NX
c
r
Title inspection Form 6r 15/2000 11)
Pate t I of I l
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(contuuted)
Property Address: 166 4TH AVENUE
NEST HYANNIS PORT. MA. 02672
Owner: HAMILTON. ROBERT
Date of Inspection: SEPTEMBER 8. 2004
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
1."ununed depth to no grtxutdwater 9 feet
Please indicate(check)all methods Used to detennine the high ground water elevation:
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observation site(abutting property/observation hole within 150 feet of SAS).
Checked With local 13oard ol•Health-explain:
Checked with local eNcavators.installers-(attach dOCUmelitatloll
Accessed tiSGS database-explain:
You must describe 110W V ou established the high around water eleiation:
HAND DUG TEST HOLE T NO WATER
TEST HOLE 3' BELOW BOTTOM OF PIT.
,vy L,,ATt.t
Title 5 Inspection Form 6/1 i/2000 I l
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS John Grad
DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector
ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119
TeaTicket,Ma.
(508)564-6813
TRUDY COXE
Secretary
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A .�
CERTIFICATION
Property Address: 166 FOURTH AV.W. HYANNISPORT a� ( �
Name of Owner ROBERT HAMILTON �fj,�
Address of Owner: BOX 638 W.HYANNISPORT 02672 �O
�Date of Inspection: 10/18/99 NO V`- 3
Name of Inspector:(Please Print)JOHN GRACI 1999
I am a DEP approved system Inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000)
Company Name: nla
�oe, �11y CW
Mailing Address: n/a
Telephone Number: nla f 9
e
CERTIFICATION STATEMENT
I certify that I have personalty Inspected the sewage disposal system at this address and that the Information reported below is true,accurate
and complete as of the time of Inspection.The Inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems.The system:
X Passes The inpectlon is based on criteria defined in Title V
_ Conditionally Passes code 310 CMR 15.303.My findings are of how the system Is
_ Needs Further Evalua ion By the Local Approving Authority performing at the time of the Inspection.My Inspection does
Fails not Imply any warranty or guarantee of the longgevity of the
septic system and any of Its components useful life.
Inspector's Signature: Date:10/20/99
The System Inspector shall ubmlt a copy of this inspection report to the Approving Authority(Board of Health or DEP)wdhin thirty(30)days of
completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner
shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the
system owner and copies sent to the buyer,if applicable,and the approving authority.
NOTES AND COMMENTS
THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM FOR MAINTENANCE EVERY TWO YEARS.
�r. .
revised 9/2198 Page 1 of 11
I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18/99
INSPECTION SUMMARY: Check A, B, C, or D:
A. SYSTEM PASSES:
I have not found any information which Indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated
I are Indicated below.
COMMENTS:
System passes Title V Inspection
B. SYSTEM CONDITIONALLY PASSES:
nta One or more system components as described In the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the
replacement or repair,as approved by the Board of Health,will pass.
Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all Instances.If"not determined",explain why not.
nta The septic tank Is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of
Compliance(attached)Indicating that the tank was Installed within twenty(20)years prior to the date of the inspection;or
the septic tank,whether or not metal,Is cracked,structurally unsound,shows substantial Infiltration or exfiltration,or tank
failure is Imminent.The system will pass Inspection If the existing septic tank is replaced with a complying septic tank as
approved by the Board of Health.
e
nta Sewage backup or breakout or high static water level observed in the distribution box Is due to broken or obstructed pipe(s)
or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health).
_ broken pipe(s)are replaced
obstruction Is removed
distribution box is levelled or replaced
Wit The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass
Inspection If(with approval of the Board of Health):
_ broken pipe(s)are replaced
obstruction is removed
f;
revised 9/2/98 Page 2 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18/99
C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety
and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS
NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
Cesspool or privy is within 50 feet of surface water
Cesspool or privy Is within 50 feet of a bordering vegetated wetland or a salt marsh.
9
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS
FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a
surface water supply.
_ The system has a septic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well.
The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well,
_ The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a
private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the
well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less
than 5 ppm,Method used to determine distance nAL(approximation not valid).
3) OTHER
D&
revised 9/2198 Page 3 of 11
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
i
Property Address: 168 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18199
D. SYSTEM FAILS:
You must indicate either"Yes"or"No"to each of the following:
I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is
identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure.
Yes No
X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
f
X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool.
X Static liquid level in the distribution box above outlet Invert due to an overloaded or clogged SAS or cesspool.
X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow,
X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped n/a.
X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation.
X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
X Any portion of a cesspool or privy is within a Zone I of a public well.
X Any portion of a cesspool or privy is within 50 feet of a private water supply well,
X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality
analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds,
ammonia nitrogen and nitrate nitrogen.
X The liquid level in the SAS Is over the Invert pipe,is in Hydraulic Failure.
E. LARGE SYSTEM FAILS:
You must indicate either"Yes"or"No"to each of the following:
The following criteria apply to large systems in addition to the criteria above:
The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and
safety and the environment because one or more of the following conditions exist:
Yes No
X the system Is within 400 feet of a surface drinking water supply
X the system is within 200 feet of a tributary to a surface drinking water supply
X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public
water supply well)
The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the
Department for further Information.
revised 9/2198 Page 4 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18199
P
b
Check If the following have been done:You must indicate either°Yes"or°No'as to each of the following:
Yes No
X Pumping Information was provided by the owner,occupant,or Board of Health.
X None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates
during that period.Large volumes of water have not been Introduced Into the system recently or as part of this inspection.
X As built plans have been obtained and examined.Note if they are not available with N/A,
X The facility or dwelling was inspected for signs of sewage back-up.
x
X The system does not receive non-sanitary or Industrial waste flow.
i
X The site was inspected for signs of breakout,
X All system components,excluding the Soil Absorption System,have been located on the site.
X The septic tank manholes were uncovered,opened,and the Interior of the septic tank was inspected for condition of baffles
or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption
System on the site has been determined based on:
X Existing information,For example,Plan at B4O,H,
X Determined in the field(if any of the failure criteria related to Part C is at Issue,approximation of distance is unacceptable)
(1 5.302(3)(b)j
X The facility owner(and occupants,if different from owner)were provided with Information on the proper maintenance of
SubSurface Disposal Systems.
t
revised 9/2/98 Page 5 of 11
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18/99
FLOW CONDITIONS
RESIDENTIAL:
Design flow:JM g.p.d./bedroom
Number of bedrooms(design): 6 Number of bedrooms(actual):A
Total DESIGN flow: titi!).
Number of current residents:A
Garbage grinder(yes or no):Y S
Laundry(separate system)(yes or no): NO If yes,separate Inspection required
Laundry system inspected(yes or no):JLO '
Seasonal use(yes or no): YES
Water meter readings,if available(last two year's usage(gpd): nLa ,
Sump Pump(yes or no): MO
Last date of occupancy: nLa
COMMERCIAL]INDUSTRIAL
Type of establishment: nLa
Design flow: nLa gpd(Based on 15.203) �.
Basis of design flow: nta
Grease trap present:(yes or no):DLO
Industrial Waste Holding Tank present:(yes or no): NO
Non-sanitary waste discharged to the Title 5 system:(yes or no):NQ
Water meter readings.if available:n&
Last date of occupancy: Wit
OTHER: (Describe)
nLa
Last date of occupancy: iVa
GENERAL INFORMATION
PUMPING RECORDS and source of Information:
I AST PUMPED ON 1012/96 BY A&R CANCO ,
System pumped as part of inspection:(yes or no):NQ
If yes,volume pumped nhL gallons
Reason for pumping: lt&
TYPE OF SYSTEM
X Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool '
Privy
Shared system(yes or no)(if yes.attach previous Inspection records,if any)
I/A Technology etc.Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other: n&
APPROXIMATE AGE of all components,date Installed(if known)and source of Information:
SYSTEM WAS INSTALLED ON 4122181 BY A8.B CANCO PERMIT 90-522
Sewage odors detected when arriving at the site:(yes or no): MO
revised 9/2/96 Page 6 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10118/99
BUILDING SEWER:
(Locate on site plan)
Depth below grade: 1,6"
Material of construction:_ cast Iron X 40 PVC _ other(explain)
Distance from private water supply well or suction line: TOWN
Diameter: nla
Comments: (condition of joints,venting,evidence of leakage,etc.)
n&
SEPTIC TANK: X
(locate on site plan)
Depth below grade: 1
Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain)
WA
If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): Na
Dla
Dimensions: L8'6"H 6'7"W 4'10"
Sludge depth: L
Distance from top of sludge to bottom of outlet tee or baffle:
Scum thickness:-0
Distance from top of scum to top of outlet tee or baffle:-C
Distance from bottom of scum to bottom of outlet tee or baffle: A
How dimensions were determined: MEASURED
Comments:
(recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,
etc.)
SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PUMPING EVERY TWO YEARS
GREASE TRAP:
(locate on site plan)
Depth below grade:
Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain)
Wa
Dimensions: n&
Scum thickness: n&
Distance from top of scum to top of outlet tee or baffle:..D(A
Distance from bottom of scum to bottom of outlet tee or baffle D(a
Date of last pumping: n&
Comments:
(recommendation for pumping,condition of Inlet and outlet tees or baffles,depth of liquid level in relation to outlet Invert,structural integrity,evidence of leakage,
etc.)
nLa
revised 9098 Page 7 of 11
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 166 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10/18/99
TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection)
(locate on site plan)
Depth below grade: nla
Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain)
DIA
Dimensions: n/a
Capacity: nla gallons
Design flow: n/a gallons/day
Alarm present: NO
Alarm level:jaL& Alarm in working order:Yes_No—: MQ
Date of previous pumping: n&
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
Dia
i
DISTRIBUTION BOX: _
(locate on site plan)
Depth of liquid level above outlet Invert:nLa
Comments:
(note if level and distribution Is equal,evidence of solids carryover,evidence of leakage Into or out of box,etc.)
NO DISTRIBUTION BOX
PUMP CHAMBER: NQ
(locate on site plan)
Pumps in working order:(Yes or No): NO
Alarms in working order(Yes or No): MQ
Comments:
(note condition of pump chamber,condition of pumps and appurtenances.etc.)
n/a
I
revised 9/2198 Page 8 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 186 FOURTH AV.W.HYANNISPORT
Owner: ROBERT HAMILTON
Date of Inspection:10118199
SOIL ABSORPTION SYSTEM(SAS): X
(locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods)
If not located,explain:
nLa
Type:
leaching pits,number: 1000 GALLON LEACH PIT
leaching chambers,number: llla
leaching galleries,number: jaLa
leaching trenches,number,length: nLa
leaching fields,number,dimensions: nla
overflow cesspool,number: nLa
Alternative system: nla
Name of Technology: ji&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.)
THE LEACH PIT IS STRUCTU ALL SOUND AND FUNTIONINC PROPERLY THE PIT WAS EMPTY AT THE TIME OF THE INSPECTION.
CESSPOOLS: _
(locate on site plan)
Number and configuration: n!a
Depth-top of liquid to inlet invert: nLa
Depth of solids layer: nLa
Depth of scum layer. Wa
Dimensions of cesspool: nLa
Materials of construction: nLa
Indication of groundwater: Wa inflow(cesspool must be pumped as part of Inspection)nLa
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
nla
PRIVY: _
(locate on site plan)
Materials of construction:Wa Dimensions:nLa
Depth of solids: n&
Comments:
(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.)
Wa
revised 9/2198 Page 9 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 16.6 FOURTH AV.W.HYANNISPORT
Owner: 'ROBERT HAMILTON
Date of Inspection:.10/18/99
SKETCH OF SEWAGE DISPOSAL SYSTEM:
includedies to at least two permanent reference landmarks or benchmarks
locate all wells within 100'(Locate where public water supply comes into house)
n/a
i
A Qtic k
g
iY3L
EA �3`
3
revised 9/2/98 Page 10 of 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
1,
Property Address: 14 FOURTH AV.W.HYANNISPORT
Owner:.., ROBERT HAMILTON
Date of`Inspection:10118/99
NRCS Report name: n&
Soil Type: n&
Typical depth to.groundwater. nLa
USGS Date website visited: n/a
Observation Wells checked: NO
Groundwater depth:Shallow _ Moderate _ Deep _
SITE EXAM _ Slope
_ Surface water
_ Check Cellar
Shallow wells
Estimated Depth to Groundwater 10 Feet
Please Indicate all the methods used to determine High Groundwater Elevation:
_ Obtained from Design Plans on record
_ Observed Site(Abutting property,observation hole,basement sump etc.)
_ Determined from local conditions
_ Checked with local Board of health
Checked FEMA Maps
_ Checked pumping records
_ Checked local excavators,installers
X Used USGS Data
I
Describe how you established the High Groundwater Elevation.(Must be completed)
USGS MAPS AND CHARTS.10+FEET .
revised 9/2/98 '` Page 11 of 11
7-6 JoZ~
�L-O C A'T ION SEWAGE PERMIT NO.
V`lLACE
Z,,( l V may(
INST 'A LLER'S NAME i ADDRESS
=iUILDER OR OWNER
DATE PERMIT I S S V E D ,
DATE COMPLIANCE ISSUED
t
Cl
6 r
t
i
1 r
No.8.Q-.�� Fxs.. ...5. 00...........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
......
....
T own.....OF......Barnstable.........................................................
i Appliratioat fair Dhgpvii al Works Towitratrtinat truth
Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal
System at:
166 Fourth Ave.,--Wgst. Hxannisport�_MA..._.02672..--•----•--------------------------------------•
Location-Address or Lot No.
Robert. ..... ... -•-•---••---•.�. Hamilton ------------------------------------ jl --Salsbury._St:...Wo c ter._. .....01609.....
....... ••-
Owner Address
W A & B Cesspool Service 128 Bishops_-Terrace,-.-Hyar1riis,___MA-__-026Q1--_
,.� ...................... ......•-•----•.....-•--•...........................
Installer Address
Q Type of Building Size Lot..... ..................Sq. feet
U Dwelling—No. of Bedrooms............. ............... .. .....Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building No. of persons...................2...... Showers — Cafeteria
Pa Other fixtures ............................... . .
W Design Flow............................................gallons 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.......................................................................... Date........................................
Test Pit No. l................minutes per inch Depth of Test Pit------_............. Depth to ground water.........................
(� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
�aix.-
O Description of Soil......................... --•• ---------------••--------------------------------------------•--•---•-- ... --••-•. ------.-•-•----•---.---.....
x
W -•••--------------------------------------•---••-•----------------......----........•--•-----------•---•---------•------....-----------------•------••-•••--••-•---•-•----•--•-•--•---••--------••--....
UNature of Repairs or Alterations—Answer when applicable----inKCalla.tion...of_.a..-l.,.000..gallor. ..paw-ca.s-t
stone-- Dacked_.leach_.p t•• °Vey#].oW)...........................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of'i` ._.�>
p 5 of the State Sanitary Code—The undersigned further agrees not place the system in
operation until a Certificate of Compliance has been issued by the board/ alth.
"�-Sign . -----••--•-•--- ------- --------=--- .....------•--•---------;<---------� -.9av$Q..............
Date
Application Approved By....... :._. � ..........9118�80______________
-----------------
Date
Application Disapproved for the following reasons:............................ •---------------------------------------•---•-•------------- -----•-•-•---_.....
...........................-•--.....-•-•---•-•------------------------•--........-----------------.........---.--••••--•-•-•----••-------•-•----••......-•--...........-------------•............------.
Date
Permit No. 80--•---------------------------------------- Issued_...........9118189............................
Date
Fimw$...5..s.Q.Q...........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.........................T own......OF......B=StAble..........................................................
Appliration for BiipnsFal Workg Tnnitrnrtinn rrntit
Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal
System at:
166 Fourth Ave.. West..�Y.annisport�- 0267 ...••••----------------••-•----•••----......................--••-•••-•••......--•---...•......----
6 .......
Location-Address or Lot No.
Robert V. Hamilton 1 Salsb St Wo
...................._.....--•------....................._.._._...... 5.. _._.._.._..... Y.......�s......_r ester,...r?A.....Q1.6Q9...._.
Owner Address
aA_....B__Cess�ool Service----------------------------------------------- 128__Bishops-Terrace,---Hyannis,..m.....V691_---
Installer Address
Q Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )U
'k Other—Type of Building No. of ersons__________________2 Showers
g P ( ) — Cafeteria04 ( )
QOther fixtures ------------------------- ------------------- --------------------------------------------------------------------------- ------
W Design Flow............................................gallons 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 ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......................_.
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a --------•-- ••-•--
ODescription of Soil........................................................................................................................................................................
W
V --••-•-•---••------•------••--------------•----------•-•-••--••-•-••••-••---•---•-•------.....----------•••----•--------•---•••---------•--•---•-----•--------------•----------........-•-•------•--•-•-
W
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••.-•----
U Nature of Repairs or Alterations—Answer when applicable_.ITS}14llation.--of..a...1.,.000._galloa._pZa-csst
storepacked_leach._p#..-�overflow)'------------------------------------------------------------------------------------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of T T EE 5 of the State Sanitary Code—The undersigned further agrees not place the system in
operation until a Certificate of Compliance has been igsued by the boa oP ealth.
Sig d :hC = ' '� _,...- .9A8/80........._....
�r ........ _.APPlication Approved By... -------•-911•00
..............Date
Application Disapproved for the following reasons-----------------------------------------------------------------------------------------------------------------
---------------------•--------------------------------------......-----•----------------.....-------•----'-----------------------------------------------------------------------------------------•-•---
Date
80- 9 18 80
Permit No. Issued..........
Date
THE COMMONWEALTH OF MASSACHUSETTS t
BOARD OF HEALTH
- Town.............................O F...................:Barnstable........................ t
..............
(9rdif irate of fin mptiFanrr `
T I L� TO CEERTIFY That the In idual Sew; e Disposal System construe ed ( or ge fired (X )
A.. . •--•-- ................................ I ---.�..............--. --•- •---------•- --- .........
166 Fourth Ave., West H annis ort 14AA `�6 672 Robert N. Hamilton
at......................................................................................................................................................................................................
`� has been installed in accordance with the provisions of TITLE 8 " of The State Sanitary Code s/1�yxOed in the I
application for Disposal Works Construction Permit No-------------------- dated......_.._....... ... ................. I
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.,
y2 K . s Y*s k .. j -DATE. + � Ins tor a . 4 ��r•-N-.-6-"ww. r
--•• ••----. ..................
io
THE COMMONWEALTH OF MASSACHUSETTS
\� BOARD OF HEALTH
Town
........OF.........Barnstable................
8 i�TO.---•.�+�. 'z.. .................................. f....................
............ FEE.... ..5.00
Roposal Vorks rrntif
A & B Cesspool Service
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1p
I I FND — — I- R
' 86.00' � j SURVEYOR'S CERTIFICATION:
1� — CR G�� RD
I j } HEDGE _20 HEDGE -� ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, i \
/I x t / CERTIFY TO MICHAEL C. CAREY THAT AS THE RESULT OF A HYANNiSPORi x.--�T- �` ,� �, �- ,. -' ` LOCATION SURVEY PERFORMED ON THE GROUND ON MARCH 7, CLUB
I I --
/ ,-- 2006 AND MARCH 22, 2006 IN ACCORDANCE.,WITH THE
I I j NORMAL STANDARD OF CARE EXERCISED BY PROFESSIONAL
I� II
LAND SURVEYORS PRACTICING IN THE COMMONWEALTH OF
MASSACHUSETTS, I FIND THAT THE EXISTING DWELLING AND
PROPOSED ADDITIONS ARE SITUATED N OCU AS SHOWN L
HEREON.
DATE: PROFESSIO AL LAND SURVEYOR CENTERVILLE ti
I I i HARBOR
SQUAW
ISLAND
I 1�i" / SCALE: 1 IN. 2000 FT.
0 RTG NOTES:
JOHN
EEC 1. ZONING CLASSIFICATION: RESIDENCE B "RB" 0
I , / o. 32655 AQUIFER PROTECTION OVERLAY DISTRICT "AP"
Z - - "- - - - - - - - - - r s1d'``d�`
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.9 14 ' , _ - i
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t l 4. THE LOCUS STRUCTURES FALL WITHIN FLOOD
Q I I I o-do ZONE C & B AND PORTIONS OF THE LOCUS PARCEL
o JUO� ! I / o° 004 j, FALL WITHIN FLOOD ZONES C, B AND A10 (EL 111)
I I w �/i AS SHOWN ON THE FLOOD INSURANCE RATE MA
o SLAB EXISTING z Q 4 (FIRM) FOR THE TOWN OF BARNSTABLE
1 0 EL-17.9 GARAGE Y w I COMMUNITY PANEL NUMBER 250001 0008 D.
',- w, I xi
j . ELEVATIONS REFER TO THE NATIONAL GEODETIC
—1— a I I j w z I o s" MAPLE
N VERTICAL DATUM OF 1929. SEE REFERENCE
O o { EROSION
I GRAVEL �m CONTROL /� MARK 15 ON THE ABOVE DESCRIBED FIRM MAP.
I I DRIVEWAY / `CiG,� a - + y , 6. FOR REFERENCE SEE:
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� I o I EXISTING COVERED �' DEED BOOK 20486, PAGE 20
I GAS I w
wyI PARKING AREA I i ti ; PLAN BOOK 34, PAGE 23
O I I -GAS- _ —10 39 (GRAVEL SURFACE) I Y6" OAK PLAN BOOK 295, PAGE 23
I - - �- �p ADDITION 7. OWNERS OF RECORD:
11.5' I MICHAEL C. CAREY AND
SILL SUSAN E. CAREY
EL-t6 7 279 PROSPECT STREET
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11.277-74
/ EL=11.2
FND / EROSION 3 r 166 FOURTH AVENUE
/ / / / • �. CONTROL
�
x PLAN OF LAND IN
W- - - - � _ _ _ _. _ HVANNIS P OR T, MA
� - 700, � ` _w - - - - - W- - - -
/ r0 OCEAN "S' T R E E T PREPARED FOR:
/ PRIVATE, 40' WIDE -NOT CONSTRUCTED- MICHAEL C. & SUSAN E. CAREY
SCALE: 1 " = 10' DATE: MAY 9, 2006
SCHOFIELD BROTHERS OF CAPE COD
SCALE: 1 INCH = 10 FEET PROFESSIONAL ENGINEERS & PROFESSIONAL LAND SURVEYORS
0 5 10 20 40 FEET P.O. BOX 101 , 161 CRANBERRY HIGHWAY, ORLEANS, MA 02653
REVISED. JUNE 23, 2006 TEL. NO. 508-255-2098 FAX NO. 508-240- 1215
JULY 1 1, 2006 0 5 10 METERS COPYRIGHT 2006, BY SCHOFIELD BROTHERS OF CAPE COD 0 -- 1 04 72
DEEP TEST HOLE OBSERVATION LOG #1
IF-------- -------- LOCUS MAP
DATE 9/8/2006 1 JOB: 0-104 2
PLOT PLAN PERFORMED BY': MAUREEN FINLAY Wil ESSED BY DON DESMARAIS, BARNSTABLE BOH
SCALE: 1 In. = 20 ft. ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL
(FT) SURFACE (IN) HORIZON (USDA) (MLINSELL) mOTTUNG OTHER BEACH RD _
__ __j
ASSESSOR'S MAP 245 -PARCELl L 167-15.9 0-10 A SANDY LOAM I 0Y R3/13 ---
LOT AREA:--.10 ,320 S.F. 15,9-12.9 10-46 8 LOAMY SAND 1O)R5/8 ---
12.9-10_3 46-77 P�l SAND ICIYR6/4 --- MEDIUM W/ 5% GRAVEL H fANNiSPORT
10.3-5.7 77-132 C2 SAND 5Y6,;3 MEDIUM TO FINE CLUB
z
PARENT GEOLOGICAL MATERIAL GLACIAL OUTWASH STANDING WATER IN HOLE NONE
o
WEEPING FROM FACE NONE DEPTH TO BEDROCK: NONE OBSERVED z
La
ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. - AT ELEV 4,11 INCLUDES A I I' CORRECTIONCORRECTIONaOCEAN
ocus
FACTOR PER THE FPIMPTER
F PERCOLATION TEST BOTTOM OF PERC AAT 67", 24 GAL ABSORBED IN 10 MIN, PERC. RATE < 2 MPl-- METHOD OUTLINED IN CAPE COD
N COMMISSION TECHNICAL
DEEP TEST HOLE OBSERVATION LOG #2 REPORT 92--001
Y L)
HEpjf"pl�� CR 1_/HEDGE DATE. 9/8/2006 -10472 PRIOR TO INSTALLATION OF JOB: 0
PERFORMED BY: MAUREEN FINLAY WITNESSED BY DON DESMARNS, BARNSTABLE BOH SHALL BE PTHE 'ERFORMED IN HARBOR
_50M7 SOIL SOIL TEXTURE SOIL COLOR SOIL
d ELEVATION DEPTH THE C2 HORIZON. ISLAND
OTHER
CENTERVILLE
4 A PERC TEST6,
SQUAW
(FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING AND
19.2-18.5 0-8 I A SANDY LOAM I0YR3/3
18.15-17 1 8-25 8 LOAMY SAND IOYR5/6 SCALE: 1 IN. = 2000 FT,
17.1-12.5 25-80 (,-1 SAND IOYR6�4 MEDIUM L
-I CI 12,5 80-138 (_2 SANU 5Y6/3 MEDIUM TO FINE
LIMIT OF F GENERAL NOTES
EXCAVATION PARENT GEOLOGk,AL MATERIAL GLACIAL OUTWASH STANDING WATER IN HOLE NONE 1 ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM r NOTE #6 1929. SEE BENCHMARK ON PLAN
PROPOSED WEEPING FROM FACE NONE DEPTH TO BEDROCK: NONE OBSERVED
PROPOSED 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE
UP Z E, DRIVEWAY GARAGE EROSION ESTIMATED SEASONAL HIGH GROUNDWATER AT Ft = AT ELEV. 4 1- MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF
Lli LAMP SLAB=16.7 CONTROL PERCOLATION TEST BOTTOM OF PERC AT 68", 24 GAL ABSORBED IN 7 MIN. PERC RATE 2 MPi HEALTH REQUIREMENTS FOR THE TOWN OF BARNSTABLE.
1*�%" w BOARD OF
> ANY CHANGES TO THIS PLAN MUST BE APPROVED B'i THE
< rt DEEP TEST HOLE OBSERVATION LOG #3 HEALTH AND SCHOFIELD BROTHERS OF CAPE COD.
4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED
V) 00 DATE: 9/8/2006 JOB: 0-10472 AT LEAST ONCE PER YEAR THE TANK SHOULD BE PUMPED WHEN THE
0
0 PERFORMED BY: MAUREEN FINLAY WITNESSED EY, DON DESMARAIS. BARNSTABLE BOH TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH
"t 12' -ROM -- 1 5 SCHOFIELD BROTHERS OF (-APE COD DOES NOT ASSUME RESPONSIBILITY
< ELEVAnON I DEPTH F SOIL SOIL TEITURE SOIL COLOR SOIL
> Jul 1 8" MAPLE ) M OTHER FOR MATERIALS ENCOUNTERED DURING EXCAVATION.
; ��cl I '- -;4-20.1 (FT) I SURFACE (IN) HORIZON (USDA) (MUNSELL
Fx EX. 1-1 1 OTTLING
CL GRAVEL A 13-0-11 7 1 0-16 FILL/A --- ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE
1DRIVEWAY 11.7-10.3 16-33 0 SANDY LOAM 10'rR4/6 --- EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALI SIDES
103-5.9 33-85 Cl SAND 10YR6/4 MEDIUM
04S 5.*9_2.5 85-126 C2 SAND 5Y6/3 MEDIUM TC, FINE OF THE SOIL ABSORPTION SYSTEM (S.A.S) AND TO A DEPTH OF
0 CAS-
6" OAK APPROXIMATELY 28"-46", UNTIL THE Cl HORIZON IS ENCOUNTERED.
LL_ PROPOSED
BACKFILL WITH CLEAN SAND MATERIAL MEETING TITLE 5 SPECIFICATION-
DWELLING 4R. LPN PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH STANDING WATER IN HOLE TO APPROX, ELEVATION 12.3. CONTACT SCHOFIELD BROTHERS IF ANY
TOF=18.5 DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALIT)'.
WEEPING FROM FACE DEPTH TH TO BEDROCI,� NONE OBSERVED
I. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR
AT FLEV. 4 1 EXCAVATION INSPECTlON AND PRIOR TO BACKFILLING FOR SYSTEM
C) ESTIMATED SEASONAL HIGH GROUNDWATER AT EL -
�IERTIFICATION.
PERCOLATION TEST
8 EXISTING SEPTIC" SYSTEM COMPONENTS ARE TO BE PUMPED. ABANDONED
T_ C I AND COLLAPSED OR FILLED WITH CLEAN SAND. THE BOTTOM OF THE
\
DEEP TEST HOLE OBSERVATION LOG #4
PROPOSEO EXISTING SEPTIC TANK SHALL BE OPENED OR RUPTURED SC) AS TO
DATE 9/8/2006 PREVENT RETAINAGE OF WATER PRIOR TO FILLING WITH CLEAN SAND.
DECK ON
PERFORMED 13). MAUREEN FINLA,' WITNESSED By DON DESMARAIS. BARNSTABLE BOH 9� SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE 1
SONOTUBgS--,! I
7 16" PINE -SPREAD OVER
EXISTING DEPTH FROM SOIL SOIL TFxTURF SOIL STOCKPILED AND REUSED AT OWNERS OPTION. RE
ELEVATION COLOR 504L DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH.
(FT) SURFACE (IN) Ho OTHER
DWELLING,.-E.- RIZON (USDA) MUNSELL) MOTTLING
V
TO BE 13.5-128 0-9 A SANDY LOAM IOYR3/3 10. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
4-44 12-8-11 2 9-28 8 SANDi LOAM I 0YRS/f)
z 7 '3 - RESERVE LEACHING AREA.
EEMOVEDI 1 4 "j (.I SAND MEDIUM
11.2-6.7 28-82 1 OYR6/4
6.7-3.0 82-126 C2 SAND 5f6/3 MEDIUM TO FINE I 11 ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR A MINIMUM H-10
P01 LOADING, ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR
I TRAFFIC SHALL BE INSTALLED WITH H- )Q 86.00� IL OTHER HEAVY EQUIPMENT TRAF
!P EROSION PARENT GEOLOGIGAII. MATERIAL: GLACIAL OUTWASH STANDING WATER IN HOLE NONE LOADING CAPACITY.
12. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE CONTRACTOR, SHALL
FNID CONTROL WEEPING FROM FACE: NONE DEPTH TO BEDROCK NONE OBSERVED
VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION.
ESTIMATED SEASONAL HIGH GROUNDWATER. AT EL AT ELEV. 4 1- 13 NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA
PERCOLATION TEST EXCEPT THOSE THAT ARE SHOWN.
-W lw
1-0 14. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MACINETIC MARKING
LEGEND
TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE
BENCHMARK: TOP OF BURIED.
OCEAN STREET 12" SPIKE SET IN LAWN PROPOSED CONTOUR LINE
ELEV.= 8.88 -XX--- EXISTING CONTOUR
PRIVATE, 40' WIDE -NOT CONSTRUCTED--41V EXISTING LEACHPIT DESIGN CALCULATIONS
W EXISTING WATERLINE 1. ESTIMATED HYDRAULIC LOADING:
So 0 0 4A,_ _PW PROPOSED WATER LINE 4 BEDROOMS AT 110 GPD PER BEDROOM = 440 GPD
__*WF 0-3--0 PROPOSED 1500 GALLON SEPTIC TANK GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN
l
#5 0 PROPOSED DISTRIBUTION BOX 2. SEPTIC TANK SIZE: GPD X 2 DAYS 88Q GALLONS
__1 PROPOSED LEACHING AREA AVERAGE DAILY FLOW = 440
Ak 1= GALLONS
_FC-:1 PROPOSED LEACHING RESERVE AREA SEPTIC TANK PROVIDED 1500
WF E_---#4 OF k4 NJP # EXISTING SPOT ELEVATIONS 3. DESIGN PERCOLATION RATE <2 MINUTES PER INCH
EDGE OF ROBERT
SOIL TEXTURE SAND, CLASS I
WETLAND JOHN in
TEST HOLE LOCATIONS PROPERTY LINE -PD/SF
J
ROBER 310 CMR 15.242 EFFLUENT LOADING RATE G 0,74 Ik
LEACHING AREA:
Ak FREEMAN F#F Dl PROPOSED SPOT ELEVATION 4. TOTAL SIDEWALL AREA PROVIDED WF No. 3265 5 181.2 SF X 0.74 GPD/SF
#3 .1070 EXISTING SEPTIC TANK _73T.-1 GPD
_UGU UNDERGROUND UTILITIES TOTAL BOTTOM AREA PROVIDED = 416.0 SF X 0.74 GPD/SF
FG FINISHED GRADE _T078 GPD
UP UTILITY POLE MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = 441.9 GPD
ACTUAL HYDRAULIC LOADING = 440 GPD (SEE 1.)
TOF TOP OF FOUNDATION ELEVATION DESIGNED LEACHING AREA EXCE-EUS7-7-ACHING AREA REQUIRED UNDER
BOTH TITLE 5 AND THE TOWN OF BARNSTABLE BOARD OF HEALTH
PROFILE OF SYSTEM NO SCALE TYPICAL LEACHING TRENCH CROSS SECTION - NO SCALE REGULATIONS
FG- 15.0+ PROVIDE 20" MIN. DiA. WATERTIGHT ACCESS MANHOLE 2" LAYER OF PROVIDE. 18" MIN. DIA. WATERTIGHT 5. SITE IS NOT LOCATED IN A DEP ZONE 11
3" MIN. AND COVER CONSTRUCTED OF DURABLE MATERIAL 1/8" - 3/8" ACCESS MANHOLE AND COVER
FG= AIR SPACE BROUGHT TO WITHIN 6" OF FINISHED GRADE DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL
14�8± MIN. STONE BROUGHT TO WITHINFINISHED
INV. -- aff FG-14.5± GRADE TYP. ALL CHAMBERS PROPOSED SEWAGE DISPOSAL SYSTEM
13.1 1� FG= SEE PLAN FG 15xb MAX 2% MIN GRADE OVER SYSTEM
INV. FOR: A PROPOSED FOUR BEDROOM DWELLING
CLEAN 'BR K AT: 166 FOURTH AVENUE
• BA HYANNIS PORT, MA
INV,
2" KFILL OUT
'MIN. 12.06 INV. -1-1-80 INV. jj-§-O-
0+ b MIN. EL.
77 12.30 ASSESSOR'S MAP: 245 PARCEL: 12,
LZ
(508)339-7616
- ----- 0 0 0 m ED 1__3 El 1�3 APPLICANT: MICHAEL CAREY TEL. NO..
=> 0 t�jo(3� I
t
D( 0
IN 6 BRISTOL BUILDERS
C� INV. '�'rp_c�4 3/4" 1.5"
• El 0 :3 0 1�jlj%(�
.�3 r-1 E3 17_1 1:1 0 0 0 ED 1:1 c__3 17-1 17-1 ED 0 0 0 1:1
AIR SPACE 7f DOUBLE
F00 JOR111
DOUBLE WASHED 111) 00 0 34 PLYMOUTH STREET
12.60 1
OF JOB #: 0-10472
2"MIN. 6 E:l 0 0 0 0 ED c__1 0 C3 1:1 113 0 0 0 C3 0 C3 0 M 0 E:l
STONE MANSFIELD, MA 02048
-zIo STONE 0, E3 C3
N (03
3"MAX.
GE:l E:l ED D ED c:3 c__1 0 ED 71 0 m 0 ED 0 E3 0 0 0 cl
ASED ED
21'
BAFFLE 12 �aoBELOWO�� DATE: OCTOBER 31 , 2006 DESIGNED BY:
FLOW LINE I BOTTOM -�Y� OF k4 MIMF
• 17' DISTRIBUTION BOX (H-16'7' -3,5 8.5, 3, DRAWN BY:
OUTLET 1' 4.8, 4'
INLET 3 4'� OF SYST.
j _ OUTLETS EL. - DRAB / MMF
INVERT ELEVATIONS OF ALL 4 0 cvvv,'U -0 - 25.5' 9&0
6 OF q vo 00,13 oco, qoVto�60" 12.8'
S - U�0 OUTLETS TO BE THE SAME 32.5' <-> SIC CHECKED BY:
loow�p au 0 cl)
0 0 8-0 00 Q��10 LAS
BTONE "' --- SEPTIC TANK (H-10) 0 C-D ki No. 1120
ELOW vo C,CAPACITY = - 1500 - GALLONS UNUSED OUTLETS SHALL BE USE (3) SHOREY PRECAST �p 14 SCHOFIELD BROTHERS OF CAPE COD
PRECAST REINFORCED CONCRETE PLUGGED WITH HYDRAULIC CEMENT 500 GALLON LEACHING DRYWELLS (H-10) S.A.S CONSISTS OF THREE (3) 102-L X 58- W X 24- EFFECTIVE DEPTH LEACHING DRYWELLS, PLACED END TO END IN A 49/S IE ENGINEERING - SURVEYING - PERMITTING
NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 OUTLET PIPES SHALL BE LEVEL OR APPROVED EQUAL 32.5' L X 12.8' W TRENCH WITH 3/4- - 1.5- DOUBLE WASHED STONE SURROUNDING SET TO ELEVATIONS SHOWN. P.O. BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA
FOR AT LEAST TWO FEET (508) 255-2098