HomeMy WebLinkAbout0065 SYLVAN DRIVE - Health 65 8ylvan brive
Hyannis
A=289:- 015 _
TOWN OF BARNSTABLE
LOCATION V w`' T)r SEWAGE# DO 1-7 ; 3
`VILLAGE 6� 1 to ASSESSOR'S MAP&PARCEL 0 V
INSTALLER'S NAME&PHONE NO. !G� '�r�,v� 1/{_ o� ci
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 6 6C.1 o Drat tr(Tize) /d e
NO.OF BEDROOMS\ L4
OWNER�'f; \c
PERMIT DATE: l COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Q,:'Feet
Private Water Supply Well and Leaching Facility(If any wells exist on n,
site or within 200 feet of leaching facility) /V Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY 5e,ko ` WI
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TOWN OF BARNSTABLE
LOCATION- !O Sl/�i l�y^ SEWAGE #
VILLAGE //Z/Ak-un i ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE N0:
SEPTIC TANK CAPACITY 1
LEACHING FACILITY: (type) C-eSSAd/ (size)
4,
NO.OF BEDROOMS !
BUILDER OR OWNER., 1,146 -
PERMITDATE: COMPLIANCE DATE:
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 fa ' 'ty) Feet
Furnished byfS� �CS�i
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FROM THE DESK OF `C
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March 16,20190
Town of Barnstable
Town Councilors
367 Main Street,Town Hall
Barnstable, MA 02601
cc: Animal Control Director/Officer, Health Department Director,Town Manager
Dear Town of Barnstable Councilors,
I have elected to write you anonymously because frankly my identity is immaterial to
the matter at hand,and should not in any way prevent investigation and a final, lasting
resolution.
We live in the neighborhood proximate to the triangle of Scudder Avenue,Sylvan
Drive and Pitchers Way,and my family has history here for nearly half a century.Over
that time we've seen many families come and go, and many other dynamics,growth
and changes in the Town as well. But on the whole, it's remained a relatively quiet,
peaceful and good neighborhood to be.
I write you because a new resident/family to the neighborhood at 65 Sylvan Drive has
opted to keep chickens and rooster in their backyard.Nearly every single morning we
are alerted and reminded of this as the crowing and "farm noises' begin, usually
between the hours of 5-6am,as well as throughout the day periodically.
Additionally shortly after their arrival,we documented never before seen Norway rats
in our backyard,whereby after consulting experts and paying -$300 for pest control
services, learned that rats and other vermin are often a result of these farm yard foul
scenarios.We were advised that we should immediately discontinue use of our bird
feeders as that additional source of food would only promote/attract the rats to our
property.We have always enjoyed the wild birds that come through the area and my
family has had bird feeders for the entirety of our time here without ever documenting
rats.
I understand that very soon after the new residents of 65 Sylvan arrived,at least one of
my neighbors spoke directly with them about the disturbance the barnyard foul was
causing,and was told that they would take care of the problem. For a short time after
i
this in 2017 the rooster noise subsided. But the rooster returned,and for most of 2018
and now again in 2019 we hear the rooster clearly in our home,every morning,with
windows closed during Winter/Fall months, never mind in the Summer and Spring
where we simply cannot open our windows without being disturbed by this consistent
nuisance.
I also understand that at least one neighbor notified the Animal Control department in
Town with a complaint. I am not aware of the outcome of that matter.
Honestly I'm quite embarrassed that I have felt the need to bring such a matter to you,
however,with the effort and steps taken to date, I don't know what the next logical
progression is to resolution.As a citizen and residents,we feel we have already done
all that should be done to resolve.We are good people.We are peaceful,respectful
neighbors,and simply want that reciprocated.
personally believe Government isn't always the answer to citizens issues. But rather
common sense,open honest discussion and kindness,respectful actions of your
property, neighbors and neighborhood should serve us all quite well. Unfortunately,
as they say,common sense isn't common,and all people are not kind and respectful,
or at least not aware of how they impact others,even after being informed.
This isn't agricultural farmland. It is a small parcel,residential neighborhood,with
properties and homes that are very close to one another. I can't even believe that
roosters and chickens are allowed by law in residential neighborhoods like ours.
Frankly,the very idea is ridiculous.What's next?Can we have goats?Llamas?Alpacas?
As an individual or family,if you wantto live a farm life,then you should go buy a farm,
not a 1/3 of an acre residential property surrounded by numerous other similar sized
private residences.
I am not in the business of telling others,let alone my neighbors,what to do,but this
impacts us,our family,and the enjoyment of our home and property,and I do not
intend to spend another Summer season listening to the crow of rooster and rats in
my backyard(which bring serious health consequences to our family,pets and
guests).
I respectfully ask your attention,assistance and prioritization of this matter toward a
final and lasting resolution.
Sincerely yours,
A Concerned Resident,Voter
I
No. �✓ Fee /!/ �/
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpli ration for Misposal *pstem Construction permit
Application for a Permit to Construct( ) Repair(Nv� Upgrade( ) Abandon( ) ES;4mplete System ❑Individual Components
Location Address or Lot No. c� 7 V COIN Owner's Name Addres and Tel.No.
Jay�pin Go�e`1�53ti
Assessor's Map/Parcel
Installer's N e,Address,and Tel.No. Designer's Name,Address,and Tel_No
362rl3a
Type of Building:
Dwelling No.of Bedrooms Lot Size k,o l b sq.ft. Garbage Grinder(NC)1
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided Lt s-NA gpd
Plan Date t L„ Number of sheets Revision Date
Title
Size of Septic Tank �&L xA t6 Type of S.A.S. 0 O Zn)K CEO L C:VXOAbt±r�
Description of Soil X-I\t�,, 5k01P_ CArou,
Nature of Repairs or Alterations(Answer when applicable) `e_W r-
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He
Sign Date ah 1
Application Approved by _ _ Date
Application Disapproved by Date
for the following reasons
Permit No. 1 Date Issued 7
r ..
�J a�, No r✓ Fee /e�✓
w. .' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
f PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Or-
21ppfication for JBisposal6pstrut Construction Permit
Application for a Permit to Construct( ) Repair(�Upgr�de( ) Abandon( ) �mplete System ❑Individual Components
Location Address or Lot No. Y v r Owner's Name,Addres ,and Tel.No.
1� c„r\n�' ' Joge(�ln G0211�5$�
Assessor's Map/Parcel �9
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel o.
n— bl 2-ODWX 1k MS Gdk-60
Type of Building:
Dwelling No.of Bedrooms u Lot Size k S"Q a b sq.ft. Garbage Grinder(NQ
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) _�4 q h gpd Design flow provided L4'<N gpd
Plan Date IL-k I Number of sheets Revision Date
Title
Size of Septic Tank \ (� C-:r_L 1r1 lt1 Type of S.A.S. 0 O dnxT_Z BTUO G bexl ,
Description of Soil t�N\ L. 5k'0f2. C round
Nature of Repairs or Alterations(Answer when applicable) (Z o4 E �
-r l
r
Date last inspected:
Agreement:
j
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heal. i.
Signed Date
Application Approved by Date or7�..
Application Disapproved by Date
for the following reasons
Permit No. 32 Date Issued 7
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed '"
> g p y ( ) Repaired Upgraded( )
Abandoned( )by
at has been constructed in accordance
with the provisions o Title 5 and the for Disposal System Construction Permit Nq_:9/7 -^—,3?ated_ a /7
Installer ( s--, , Designer �T <<
#bedrooms ( t. Approved design n gpd
The issuance of is permit shall not be construed as a guarantee that the system will fi ction designed.
Date 2 1/f Inspector
---------------------------------------------------------------------------------------------------------------------------------------
No. r s�I ,.-3 Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
T Misposai Opstem Construction Permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at �SSJ k kJ IC
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
t Title 5 and the following local provisions or special condition§.
Provided:Construction must be completed within three years of the date of this pe i' t.
Date (917/1� Approved by
° February 1, 2017
I John Cotellessa,
Do hereby acknowlage that the house located at 65 sylvan Drive in Hyannis. I have made the house
into a 4 bedroom from a 5 bedroom.by taking down part of a bedroom wall of a space of MORE than 5
feet wide as required by the town of Barnstable to.
J n Cote essa
r
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss:
On this 3`d day of February, 2017, before me, the undersigned Notary Public, personally
appeared John Cotellessa, personally known to me,to be the person whose name is signed on the
preceding or attached document in my presence, and who swore or affirmed to me that the
contents of the document are truthful and accurate to the best of his knowledge and belief..
Helen C. Gr e ,N ary Public
My commission expires: Dec. 18, 2020
HEtfll C.�'RANGE]l
Notary P611e
Qomme"eafth of Massaehaseft
fAyy Commission Expires DECE W 18.2MO
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DECK I PAT
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Town of Barnstable
. .� Regulatory Services
t Richard V. Scali,Interim Director
• �aaesr� •
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: la I Sewage Permit# J )Assessor's Map\Parcel_?.&rL—7 0—
Designer: 19:MV RE1J A.. IkAl LS,PC Installer: SG45tT F-A- TP--NOV'
Address: `i? C7. (So)C 16 Address: WS OLA%�, YAWOOTIA Rhl
O Zloloo
On I� 1 Sc� ►�. ��l K was issued a permit to install a
(date) rr (installer)
septic system at based on a design drawn by
(address)
µ-l4,A-S,9Fdated -� I� ►, /o'V 1 b
(designer)
_ZI certify that the,septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed ' nce with the terms
of the IAA approval letters(if applicable)
(Installer's Signature)® �p,�461
Ill
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
-:BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASeptic\Desig►er Certification Foam Rev 8-14-13.doc
Town of Barnstable P g_ P-H-71
Department of Regulatory Services
1 wwarear� F Public health Division Date
MABA
200 Main Street,Hyannis MA 02601
fn
Date Scheduled b
. Time Fee Pd._
Soil Suitability Assessment for Sewage Disposal N .
N E.
• Performed By: �%e� P Witnessed By: („ n
LOCATION 4 GENERAL INFORMATION
LocadonAddross. vc.J\ Uc Owner's Name owe �� eo�e lie
Address
S Sy I cM 1. e- Hti n� (S
Assessor's Map/Parcel; ` Q S Engineer's Name �,�� C,G S
NEW CONSTRUCTION REPAIR Telephone
Land Use- t6-e-�7i __61 Slopes(96) Surface Stoncs w
Distances from: Open Water Body •,�Z f ft Possible Wet-Area ft Drinking Water Well — ft
Dmlhage Way i ft Property Une Other _ ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pera tests,locate wetlands i'n proximity to holes)
Parent material(geologic) Depth to Bedroak
Depth to Oroundwater. Standing Water in Holo: ��� Wceping from Plt Fuca Estimated Seasonal Seasonal High Oroundwatcr 7V
DET RMINATION FOR SEASONAL-HICH WATER TABLE
Method Used: A
Depth Observed standing In obs.hole: In, Depth to still mottles., In.,
Dellth to weeping from side of obs.hole: In, Oroundwater Adjustment .
Index Well# Roading Dato: Index Well Iwol Adjriheter, AcQ,Clwundwater•l suet.
PERCOLATION TEST Dula J11q, TIMBA �
Observation %
Hole# Time at 9"
Depth of Pam // Time at 6,'
Start Pro-soak Time® Time(9"-6")'
End Pro-soak ]
Rate Min./Inch �" Z
Site Sullabillty Assessment; Sito Passed L-"- Situ Palled: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back---------
***If percolation testis to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1) week prior to beginning.
Q:\SEP'TICIPBRCPORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Sail Horizon Soll Texture Shcl Color Soil• Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,St0ne4;Boulders.
Consistency,%'aravei)
-7 ►t L, /v�� z/L
G ,
Zel
DEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soll Texture Soil Color Soil Other-;_
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.,
4
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surrace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders..
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color nail Other
Surface(In.) ' (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes :L
Within 500 year boundary No ✓ Yes '
K - Within too year flood boundary No. Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the
area proposed for the soil absorptlbn system? y
If not,what Is the depth of naturally occurring pervious material`s
Certification
I certify that on r S (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training, erdse and experience described in 10 CMR 15.017.
Datb 3
Signature ll
Q:WEPTICVB1tCPORM.DOC
ACCESS COVERS MUST BE WITHJN 9" MINIMUM. l N VER T EL E VA T l ONS . DESIGN CR l TER l A ' GENERAL NO TES :
" of FINISH GRADE 3' MAXIMUM COVER INVERT
AT BUILDING: 97.75 DESIGN FLOW:
FIRST 2' TO I. TH 1 S PLAN 1 S FOR THE DESIGN AND CONSTRUCTION
BE LEVEL MIN 2" OF PEASTONE INVERT IN SEPTIC TANK: 97.25 4 BEDROOMS AT 110 G.P.D. PER
OR F l L TER FABR l C INVERT OUT SEPTIC TANK: 97.0 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE D l SPOSAL SYSTEM ONLY.
4' DlAM PIPE 97,5 3/4- - 1 1/2' D1A. INVERT IN DIST. BOX: 96.87 2, VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
97.75 �� 97.0 96.7 12' �' DOUBLE WASHED STONE INVERT I OUT DI ST. BOX: 96.7 NO GARBAGE GRINDER SET. SEE SITE PLAN.
GA
s 94.5 INVERT 1 N L EACH CHAMBER: 96.5
97.25 J 96.87 96.5
BAFFLE BOTTOM OF LEACH CHAMBER: 94.5 SEPTIC TANK REQUIRED:
3 OUTLET 3-500 GAL LEACHING CHAMBERS 440 G.P.D. X 20OX - 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
0-BOX W/4 STONE AROUND. 12.8'w x 33.5'I x 2'd •� ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL
1500 GAL H-20 OBSERVED GROUND WATER: N/A
CONFORM TO MASS. 0.E.P. Tl TLE 5 AND LOCAL
SEPTIC TANK 6" CRUSHED STONE OR O BOTTOM OF TEST HOLE f: 89.3
SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
DESIGN PERC RATE l 5 MIN/INCH
PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT LOADING RATE - 0.74 GPO/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 3-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-6/4 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
614 S.F. x 0.74 - 454 G.P.D. APPROVED EQUAL.
.�' SOIL TEST P l T DA TA& 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
INDICATES N7 INDICATES
PERCOLATION BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER
TESTOLTI = GROUNDWATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
I
TP •I 7P s2 OUTLET.
� 98,
Q•D� / / ,� �O 0_ HORIZON TEXTURE COLOR g9.3 0' HORIZON TEXTURE COLOR 98 8 7 BEFORE CONS TRUCT l ON CALL "D!G-SAFE .
N 78 ( LOAMY IOYR LOAMY IOYR
40.50 I �� o� ( A SAND 212 A SAND 2/2 /-888-DIG-SAFE AND THE LOCAL WATER DEPT.
I I J j 7" - - - - - - - - - - - - - - - 98.7 6" - - - - - - - - - - - - - - - 99.3 FOR LOCATION OF UNDERGROUND UTILITIES.
I I I i QQ B LOAMY IOYR LOAMY IOYR
32" 'SAND 3/s 96.6 30' - - - - -SAND - - - - - - 97 3 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
I I MEDI UM IOYR MEDIUM IOYR
LOT 6 SAND AND s/s C l SAND AND !OY DESIGN ENGINEER TWO DAYS PR 1 OR TO CONSTRUCTION
516 1 S. 020+ S.F. �'o o GRAVEL GRAVEL OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
( _ o• CONSTRUCTION INSPECTION$.
\ / / CB/DH-FND 48'
9. EXISTING CESSPOOL TO BE PUMPED DRY AND
BACKFILLED.
�A0 j l?0' NO WATER 89.3 Ito. NO WATER 89 B /0. ALL UNSUITABLE MATERIAL (A & B HORIZONS)
1 I i _ i DATE: MARCH /4. 20/6 ENCOUNTERED BELOW THE INVERT OF THE LEACHING
I o /
TEST BY: STEPHEN HAAS FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
WITNESSED BY: DAVID STANTON AROUND AND REPLACED WITH SAND IN ACCORDANCE
_.
PERC RATE: C 2 MINI-INCH {
/ wl rH rI nE.s:
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\ p
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10.4
1 ( 8• r i 5
ll s$w
i 8M.v " '' v CORNER CONCRETE
\ Q'. \ x
3-500 GALLON 98. \ G...'.' \\ \ \�oL-101.88
LEACHING CHAMBERS D-BOX A, Ir l�
W/4' STONE AROUND 10t
97\9
+ \ I TPs/ syFo +�F
7� Isoo GALLON'o 1
SEPTIC SYSTEM DES I ON
SE7°�IC TANK !1 CB/OH FND
43-\9 .40.W \\ \\ 65 SYL VAN DR / VE MAP 289 . PARCEL 75
\CB/DH FND BARNSTABLf ( HYANN / S ) MA .
I \
1 \
1 +100.2
I I PREPARED FOR :
I I BEST
LEGEND "'A STgE MA
LESSA
+ .JOSERH COTE
■ CB CONCRETE BOUND LOCO$ Q�R Pyti
N tia -W WATER LINE 5�`p O HYDRANT SCALE : l a 20 MARCH 22 , 2016
-G GAS LINEcl
J
OHW- OVER HEAD WIRES A m S T E f H E I V A . H A A S
A LIGHT POST � o C ENG I NEER I NG , INC
-E- UNDERGROUND ELECTRIC LINE K D
-T- UNDERGROUND TELEPHONE LINE /� \' ~ P . O . Box 1
-CTY- UNDERGROUND CABLEVISION LINE m /jam/t/�t�l`'� \\ Sou t h Den C i MA 0261 60
,32
+40.4 SPOT ELEVATION
_ .••••40. EXISTING CONTOUR / , MAP
0 10 20 40 40 PROPOSED CONTOUR L OCV S tVIA l�
JOB NO: 16-012