HomeMy WebLinkAbout0008 ALICIA ROAD - Health -- — Hyannisa
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TOWN OF BARNSTABLE
LOCATION � �I cin VNO^1-0 SEWAGE# - Z
VILLAGE A Is ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. /_N ur,,w r r4qui t c.ook-A
SEPTIC TANK CAPACITY 1 00- �Gc ACG�i.rs
LEACHING FACILITY:(type) nn4 xa 6-4w-.-j (size) 12
NO. OF BEDROOMS ;2 `P)c�fr��r C 3 �Q��.•, ��< .l(od�
OWNER CJJ�/c-�,ce
PERMIT DATE: �GI Aoz,4 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) N11A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist l
within 300 feet of leach'n facility) / pi Feet
FURNISHED BY
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.AANWABLF, Town of Barnstable
M
t639 �0� Regulatory Services
Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
May 30, 2017
Henry. Paucar
8 Alicia Road
Hyannis, MA 02601
NOTICE TO ABATE VIOLATIONS OF TOWN OF BARNSTABLE BOARD OF
HEALTH REGULATIONS,NUISANCE CONTROL REGULATION NO. 1
The property occupied by you located at 8 Alicia Road, Hyannis, MA was visited on
March 23, 2017 by Timothy B. O'Connell, R.S., Health Inspector for the Town of
Barnstable. This inspection was conducted in response to a complaint filed with the
Public Health Division.
The following violations of the Town of Barnstable Board of Health Regu ations, Chapter
54 Building and Premises Maintenance were observed:
04-3 (A) Outdoor Storage
Large amounts of items observed which were not screened from public. view in
accordance with Chapter. 54, Town of Barnstable Ordinance. The items included, but
were not limited to, broken fencing, old pieces of wood and assorted debris. These items
were located on the north side of your property behind the shed on your property.
You are directed to correct the violations within fifteen (15) days of receipt of this
order letter by disposing said items or storing all mentioned items from public view
or in an enclosed structure. 6
You may request a hearing before the Board of Health if written petition requesting same
is received within ten (10) days after the date the order is served Non-compliance will
result in a fine of$100.00 per violation. Each day's failure to comply with an order shall
constitute a separate violation. Should you have any questions regarding the above
violations, please contact the Town Health Division and ask to speak with the inspector
who performed the inspection.
PER ORDER O Ty-YE BOARD OF HEALTH
s . McKean, R.S.
Director of Public Health
Town of Barnstable
Citizen Web Request Page 1 of 3
�F THE j0 :w _
k1,inn striii�_
QED N�� eel
Logged In
TOWN\ conn Citizen Request Management Monday,March 202017
TOWN�oconnelt
Route to Users Search Requests Create Req Uests
Request Information-
Request ID: 58601 Created: 3/17/2017 1:46:40 PM
Status: Assigned To Staff Assigned To: O'Connell,Timothy
Health Office
Anonymous: Yes Request Category: Chapter 54-5 : Rubbish and
Garbage edit
Routine work: No Estimate: No edit
Date scheduled: edit
Estimated 3/31/2017 Change Estimated Feb March 2017 Air
Completion Completion Date:
Date: Sun Mon Tue Wed Thu Fri Sat
26 27 28 1 2 3 4
5 6 7 8 9 10 11
12 13 14 15 16 17 18
19 20 21 22 23 24 25
26 27 28 29 30 31 1
2 3 4 5 6 7 8
Created By: Beck,Vanessa Priority: Medium edit
Health Office
Citation Numbers: edit
Requestor Information
Requestor Request
DETAILS: LOCATION: 8 ALICIA ROAD
Hyannis, Ma 02601
Request Parcel Map: I92 I Block: 1269 Lot: 1000
Complainant Number said that the
property has a Parcel Lookup
broken fence
that is allowing Email:
the debris from
the back yard
to blow out of
the yard into
others
property.
Neighbors have
been cleaning
up debris from
http://issgl2/intemalwrs/WRequest.aspx?ID=58601 3/20/2017 L
No. . .� 3�2_ .,� r Fee w(!
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[ppYication for �Digonl 6p6tem Cotagtruction Permit
f..
Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑ Complete System ®Individual Components
Location Address or Lot No. A I le j,4 �•nn)S Owner' Name,Address and Tel.No.
iYhn�C ��V412ec
Assessor's Map/Parcel aC)a A o o Al t u?, f?vt S, 1110, %
Installer's Name,Address,and Tel.No. Designer's Name Address and Tel.No. 5 j.3--T7-0—'V11 G1
r% �d1�Ht Cor.,stvt►�Csvra,i
P 0 .1%, 0,9'"4 +� l�'f2$ r• t
Type of Building: nn
Dwelling No.of Bedrooms Lot Size �d, sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) .�c 3 =33� gpd Design flow provided gpd
Plan Date eg / V dc��� Number of sheets i Revision Date
Title 1
Size of Septic Tank Type of S.A.S.
Description of Soil
Nat u of Re airs or Alterations(Answer when applicable) :
e_1
V Sr �Ll4w
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health
Signed Date
Application Approved by o Date !/
Application Disapproved by'--_-"'
Date
for the following reasons
Permit No. ;Zook 9 Ca Date Issued -
Town of Barnstable
"ME
' Regulatory Services
. Thomas F. Geiler,Director
�'p
t BAM� W 4
9�A 6 q 1�g Public Health Division
rFOI�r►�" Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: Sewage Permit# 2D0 6 '3S'Z Assessor's Map\Parcel Z�Z 26
n
Designer: Ae G;eey xltic Installer: 4�'
Address: Z$�yM�l.2 Address: �•.c2 �, ��a3
�,J, arModJ�i MA 026 73 4' �e.I��o..� o 266q
On 06 &s , was issued a permit to install a
(d te) (installer)
septic system at 6,1A_1'Cr,4 moo, f164, ',r S based on a design drawn by
(address)
�75� �TI�Oy�,Z/VC dated 7 O 6
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow.
jj�OF�q3
o� MARK D. SG
DIBB
(Insta er's Signature) CIVIL y
No.45937
AFGISTEP�o
&0' S�aNAL
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
Q:Health/Septic/Designer Certification Form 3-26-04.doc .
No. 3 � t Fee
' THE COMMONWEALTH OF MASSACHUSETTSEntered in computer: .000"
-..PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for 3Di5poga1 *pgtem Cottgtruction Permit
Application for a Permit to Construct( ) Repairs.) Upgrade( ) Abandon( ) ❑ Complete System Q Individual Components
Location Address or Lot No. I 1 L►A �tuic. arn)S Owner' Name,Address,and Tel.No.
"'nIC •�V�- owe 5✓
Assessor'sMap/Parcel 100 1�1��trs� n1yc 9
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
P.0 .1%,, 1003, 5, Mjb,k, Mn
Type of Building: n n
Dwelling No.of Bedrooms 6� Lot Size ��/, sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( ).
Other Fixtures
Design Flow(min.required) 1 I k 3 =33D gpd Design flow provided gpd
Plan Date �6 �7 a-3 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. Q 45-D e— I1a,, D;,DU s 13 xx a 5— -.
Description of Soil
Nat of Repairs or Alterations(Answer when applicable) (=x►s�'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 Health.
Signed Date q ; _`6
Application Approved by Date R' o 6
Application Disapproved by-?� l Date
for the following reason
Permit No. Q6 S Date Issued g ��
' ,x'_--=---------------------------------------=—
THE COMMONWEALTH OF MASSACHUSETTS .
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded ( )
Abandoned( )by -wLI H T 5,1 D
at 4q i l,)C 1 4 �>a►O Iq..I�/1 S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 2006- 3-5�2 dated of
Installer /=o4YE1 4R'f (f—,.j,4 1A I,-,-f I a J Designer t> •�• C y Gf-o p �
#bedrooms Approved design flow 3 $�O gpd
The issuance of this�ennit shall not be construed as a guarantee..that the system w`ill fan�+cnn as designed.
Date n "�Iu-1 b'P• Inspector` ! /1.e )M/•9/ '"
—=----/n--{—1-----------------V--f-- ——— -----•
No. (�0 l/ � Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
l iqa;af i§pgtem Congtructiou Permit
Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( )
System located at Q� ��i i�a >>a�9 0"'x4)c
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 mustbe completed within three years of the date of this permit.
AM
Date Approved by ' �S
Town.ox.Barnstable P# / o
Department of Regulatory Services'.. .:.
rNRNaTAarj, Public Health Division
Date
�Eo 0. 200 Main Straet,Hyanols MA 02601 .
Date Scheduled �3 D�
Tune �� Fee Pd.
. : Soil Suitability Assessment or`Se
Performed By: _,,� f wage Disposal
.' . . ���� � � � Witnessed B��c •
Location Address LOCATION&GENERAL INFORMATION
Owner's N
/Y/i9 .... Name 17��vX�T o2/Q G.C�iq�
Address
Assessor's Map/Parcel:
: Engineer's Name
NEW CONSTRUCTION
REPAQt ?`
Telephone
Land Use
Slopes(%.bid Surface Stones—d o;4
Distances from: Open Water Body N4_ . R possible I.:. Area �,, ''AA ••
_4L4_ft. Drinking Water Well
Drainage Way /U� . /� ft..
R Property`Line /
R Other tt
SKETCH:(Street name,dimensions of lot,exact locations of test holes'ec perests,locate wetlands in.� c t proximity to holes)
� .. '
re_1
Parent material(geologic) 0V'r '
Depth to Bedrock
Depth to Groundwater. Standing Water in Hole:—1 r R
Wee ----------------
ping from Pit Pace N
Estimated Seasonal High Groundwater_ ( .
D TER1I�UNATION FOR SEA ONAL HIGH WATER TABLE
Method Used: ► ai ,
Depth Observed standing in obs,hole:'
Depth to weeping from side of obs.hole: In. Depth to soil mottles: In.
Index Well N Reading Date: Index Well level In. 'Groundwater Adjustment fr.
Ad).factor,,,,r,,,_ Adj.Groundwater Level,,,,
PERCOLATION TEST,. Date g x�u 80
Observation
Hole N
Time at 9"
Depth of Pere 6o
Tlmo at 6"
Start Pre-soak Time® 1 t
"�-- ---*- '.Time(9".6
End Pre-soak
Rate Minllnch �r t
Site Suitability Assessment: Site Passed Site Failtid: Additional Testing Needed(YIN)�-
�..� 1.
Original: Public Health Division Observritgon Hole Data To Be Completed on Back--------
***If percolation testis to be conducted withili'100'of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:%.SEPTIC%PERCFORM.DOC a
DEEROBSERVATION HO,,,E LOG . . Hole#
Depth from ' . Soil Horizon Soil Texture ' Sdil Color Soil• Other
Surface(in.) (USDA) �� (Mansell) Mottling
(Structure.Stones.Boulders.'Cons .
• d_ rl e v
L�Si4�►� �ZS' Z OWE
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture It, Soil Color Soil . • . Other
Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders.
—! 4ns a %
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Muosell) Mottling (Structure,Stones,Boulders.
n ite c
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture ' Soil Color Soil Other
Surface(in.) (USDA). (Muosell Moulin) g (Structure,Stone;Boulders.
o e
Flood Insurance Rate Map:
Above 500 year flood boundary No'_ Yea
Within 500 year boundary ..:No�':.::Yes
Within 100 year flood boundary No Yes
I
Depth of Naturally Occurring Pervious Material' .
Does at least four feet of naturally occurring perviou)material exist in all areas observed throughout the '
area proposed for the soil absorption system? r S _ ..
If not,what is the depth of naturally occurring pervidus material?
Certification .
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Envi nmental Protection and that the above analysis was performed by me consistent with ... .:,::
i
the required training,expertise and experience described in 10 CMR 15.017. "`•t`
Signature Date �3
Q:Wrr nC%rRRCPORM.DOC '
S(o
No. ` .................. F$x .........................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEAD H
.........OF......� � l� ... ... ..................... . ..
Application is hereby made fora Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
Systat ...... ...... ................................
Location-Address
....... .. 0 ei•.... �*'
............................................Address...........................................
....:... .. ............ ..................y_........................_......._.._.
Installer Address
Q Type of Buildings Size Lot............................Sq. feet
at Dwelling—No. of Bedrooms.___...... ........................Expansion Attic ( ) Garbage Grinder ( )
p, Other=Type of Building ---------------------------- No. of persons............................ Showers ( ) —"Cafeteria ( )
Q' Other fixtures------------------------------- -
Desi n Flow....................... gallons per person per day. Total daily flow............... gallons.
W
gg P P P Y Y r� . -- -••-- ----
WSeptic Tank—Liquid capacity_ gallons Length________________ Width___.__._.___..__ Diameter._._....__...... Depth................
x W.-
Disposal Trench—No.................... Wi . Total Length Total leaching area----- ......sq. ft.
pp ter
Seepage Pit No----- Diame Depth below hilet.._..1� Total leaching area.. d _ 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_______________-__...__.
Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................
O Description of Soil........................ . ...�c.�. ......
.
x
W ..
V ;Nature of Repairs or Alterations—Answer when applicable................................._-__...____......._......__..._.._....._____..__.._......_._....
------......•-•••••----•••--••-•---••••••-•••-••-••-•••••-•-•...•-•----•••••••••....................••••••••••••--------------•--•••----••-•••••...._.__....-----••....-••-••............-------•--•••-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Samta Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance ha be issued by the board of h lth.
Date
Application Approved By....- •--- === ��----- ........................................
Application Disapproved for the following reasons:.................... ............... .......................... .........................Date----..........
.........................----...........................................................................................................................................................................
.. ...............
Permit No. Issued.:" ;_
.. - .._
THE COMMONWEALTH OF MASSACHUSETTS
BOARD -;F HEAL,,TH .
........ OF....... . Lw ,r �r^" :et ..:t'r <...,b,: .....;� ........•
Appliraftim for +Bitiposal Iforka Towitruriilin ramit
Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
Syst at; 4�X�141Q
� .............................t Loration-Address eor No.
......Yr t `ti �; Y ... .... ............................ .--
............ -------•-----------------......__...
tl- O� of Address
nstai(er Address
UType of Buildin,, Size Lot...........................Sq. feet
Dwelling�No. of Bedrooms........... �........................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building No. of persons............................ Showers — Cafeteria
a' they fixtures .... -•--•----•.....-
Design Flow......................
..------•--wC gallons per person per day. Total daily flow................, .. t.':; ........gallons.
C4 Septic Tank—Liquid capacity/4(-4-gallons Length................ Width................ Diameter................ Depth................
Disposal Trench—No..................... Wi h........,c- ... Total Length.................... Total leaching area....................sq. ft.
ter ,
a>
Seepage Pit No......./............. Diame .......... Depth below inlet----- ........... Total leaching area..2;,j_ . ft.
7 Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
aTest Pit No. I................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........................
..................... .. _ ...........................................................................
Descriptionof Soil.................. • su s: = � -- ----------------------------------------------------------------------
U .•-••-•••••-•----••-----•-••---------•-----•••--•-------•---•-----•..._.....•--•-•----••-•---.._....-•---•••••••.....•-••••-•••••......•-•-----•-•-•--- ••---•-••........................•-••---------•-•
W
V Nature of Repairs or Alterations—Answer when applicable.--.--..:.......................................................................................
...•----------------------•--------------------------------•---•--•---••-•-•-•••••.................•-•-••-•-----••--•------••••----••-•-----••-------••-----•-•---•--------•----------................•
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitapr Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance ha�be issued by the board of health.
i ,
{°x � } _.. _ , ':..! .; ........................ ......
P..Die�ignec� ,fir Tw
t ..
Application Approved B f ...�_ r
PP PP Y '� Y .
Date
--
Application Disapproved for the following reasons:..................................... ..............................................................
----------------------------••-••••••••••-••_....--•••••-••••••••••--•--•-•-••-••••••••••-•••---•--....---••-•••-•--------•.-----•--•-----------••-•-------•---•--•---••-•••............-•----......---
Date
Permit No. Issued..'r:.4_1. C../ ;�..��x":....-•--
Date/
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
�. 61-jV—'' ..................OF...... ie .�&: 't �'t-" .. .
(Irr#ifirate of Tautpliattre
T IS TO C RTIFY, at the In victual Sewage Disposal System constructed (e/) or Repaired ( )
by- �`E----------•-- -441--�'��- ��.�k`'`�'-.. -----------------.------------------------
� F
// � L•�taller �
l �... i E .!• 1/�!v.. ......
has been installed in accordance with the provisions of : tic le XI of The State Sanitary Code a escri d in the
application for Disposal Works Construction Permit No...................... ct..!•.-4..... dated...... .. .,(,'{, x�.........'.....
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUA ANTEE THAT THE
SYSTEM ILL FUNCTIOP"SATISFACTORY.
DATE !.• ! ............................... Inspector...... ..• f f
.w a
THE COMMONWEALTH OF MASSACHUSETTS
BOARD O , HEALTH
r
No....`............:...... FE ; .,:.. .........
• ��,i���� Z
% :�......................•.......................
Permission iereby granted....__. .• r_ _., ,d>�; :: ...
to Constru ") or Repad ( ) an individual Sewage ist) �4 System �1
at No.......... -- lye--�✓°�t_:•�sp.�... .�`..�• -.fit..-c�� �- .��:.�/.. ...---. .....I. ...
Street
as shown on the application for Disposal W rks onstruction a pit _ .. ... .,.�"..... Dated___.,��J. �_.. ........ ........
Board of Health
DATE.......................................................................••••..... ;
FORM 1255 H036S & WARREN. INC.. PUBLISHERS
i�
I
' i +rt.,aXx% mw ^''.^aexe�a/lie a•wFu+MrX YH wypy,,'a:rd'�r.
• EXISTING 1000 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: �oT To SCALE REVISIi� IS n
S01 L TEST PIT DATA: P-1 1 403 SEPTIC TANK DETAIL. N�. � ATE .4�s�•��I°�1�I��,,
NOT TO SCALE N0. OF OUTLETS 5 17,0'
TEST PIT ____#.1- TEST PIT -#2 NOTE: INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 4" PVC
+^RD. EL. 88.7 GRD. EL. 88 9 SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. PIPE o0 0 0 0 0 0 °° 0 00 0 0 0 0 , o 0 0 0 0 0 0 0 0 0 0 0 00 00 o ,e�• o �o 00 00 00 00 00
TEES TO BE CENTERED UNDER MANHOLE COVER REMOVABLE `' 'y '�' I 2" WALLS 0 0
13 T. HIGH GW. N A EST. HIGH GW. N A AS REQUIRED. COVER NOTES: - - ° -
» 1. DIST. BOX TO WITHSTAND H-10 LOADING o° °°
2 ° O 0 56" 12' 10" GENERAL NOTES:
O o
A UNLESS UNDER PAVEMENT, DRIVES OR °° 500 GALLON LEACHING DRYWELLS 0
LOAMY SAND LOAMY SAND T 0 1. THIS PLAN IS FOR DESIGN AND
10YR 5 2 12" 10YR 5 2 12" 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING o0oo 0 0 00 0 000000000 0 0 0 o c o 0 0 0 0 0 0 0 0 0 0 0 oo
E3 f B W/ METAL HANDLES BROUGHT --� 15" SHALL APPLY. o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
/r LOAMY SAND LOAMY S�ND TO 6" OF FINISH GRADE 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 2E 0' 2. ALL CONSTRUCTION METHODS AND
� 10YYR 6/6 10YR 6 6 TEE TO BE UNDER 6" 5,5" OUTLETS '� SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR J MATERIALS SHALL CONFORM TO MASS..
L!L �l11" M.H. OPENING ;,y ,, PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD
EL 86.2 30 EL = 86.4 30 �/ ,iC �/ �Q,�' •. •e •e4VII, T IN PUMPED SYSTEM. OF HEALTH REGULATIONS.
L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. 3. ALL PIPES LOCATED UNDER PAVEMENT
i BOTTOM ON LEVEL LOAM & SEED DISTURBED AREAS
RAISE M.H W�. 6" MIN. 3 4" TO BOX TO BE LAID LEVEL. OR TRAVELED WAY SHALL BE SCHEDULE
STABLE BASE T
J SEWER BRICK o.. 'D-.; :d ..:` : 1 1/2" CRUSHED '. „ 40 OR EQUAL.
do MORTAR CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. COMPACTED FI L 36 MAXIMUM,12 MINIMUM
12 CONSTRUCTION SHALL BE WATERTIGHT. o 0 0 0 0 " LOCATED WITHIN 150 FT. OF THE
• NORMAL WATER LEVEL 4. THERE ARE NO KNOWN PRIVATE WELLS
;,: 0 0 0 0 3 LAYER
3" " 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. _D 0 O < PEASTONE PROPOSED LEACHING FACILITY NOR
_ 10" 14 T. O - O ANY KNOWN WELLS PROPOSED WITHIN
11 EXISTING SEPTIC TANK e� » „ O O L O O REMOVE 150' OF ANY KNOWN LEACHING FACILITY.
60" MED.SAND INLET TEE 30 1/Z 34 24 O O O L".✓ O O UNSUITABLE
MATERIAL FOR 5. WITHIN LIMIT OF EXCAVATION REMOVE
1 OYR 7/4 _ - c
EFFEC. �O 0 0 L,-vl 0 0 O 5' ALL AROUND ALL TOPSOIL, SUBSOIL AND OTHER
W BM off 15 1/2 DEPTH O IMPERVIOUS MATERIAL.
-
.c PRECAST DIST. 6. REPLACE ALL EXCAVATED MATERIAL WITH
o BOX /^\\ 3/4 - 1 1/2 MATERIAL AND DELETERIOUS SUBSTANCES.
" » CLEAN GRANULAR SAND, FREE FROM ORGANIC
1 S`i WASHED STONE
NO G.WATER NO G.WATER :• :. •d s'- -� MIXTURES AND LAYERS OF DIFFERENT CLASSES
.... 0 -
W.l: 78.7 120" EL = 78.9 120" `c BOTTOM ON LEVEL STABLE BASE b a L � 12'' l o" OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
PLAN VIEW ��. , � 17 1/2M TWO INCHES. A SIEVE ANALYSIS, USING A #4
D7"�' DATE: 6" MIN. 3/4" TO 'w'�'��'r CROSS-SECTION 'VIEW PLAN vlEw CROSS-SEC OF CHAMBER SIEVE, SHALL BE PERFORMED ON A
1 1 1/2" STONE REPRESENTATIVE SAMPLE OF FILL. UP TO 45%
8/3/06 BY WEIGHT OF THE FILL SAMPLE MAY BE
i`E S1` BY: TEST BY: \ RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
l H BSA GROUP, INC. THE BSC GROUP, INC.
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST ATE THAT THE
WITNESSED BY: WITNESSED BY: V
� LION L�ESMARAIS DON DESMARAIS INDICATES DESlN CRITERIA. MATERIAL MEETS EACH"OFRTHE FOLLOWING
PERC. \ TOWN OF ARN TABLE EW EGULATIO S SPECIFICATIONS:
w PFRC, RATE: PERC. RATE: TEST EQUIRE OIL E ALUAT R TO INSPECT EXI .,,. DING 2 BEDROOM DWELLING 1oor. MUST PASS #4 SIEVE
I \ (4.75 mm EFFECTIVE PARTICLE SIZE)
1 •.._.2..-.w,- MINJINCH -MINJINCH OTTOM F EXC VATIO PRIO TO A Y 10%-100% MUST PASS #50 SIEVE
a01€ EVALUATOR SOIL EVALUATOR INDICATES CHRISTYS REALTY _ \ \ I STALL TION AN AL 0 PRIO TO FI AL -20 MU EFFECTIVE PARTICLE SIZE)
I UNSUITABLE I a #
El 1 71 MINIMUM DESIGN FLOW: OR-20% MUST PASS too sIEVE
lv. DiBB M. DIBB MATERIAL ASSESSORS
MAP 292 \ \ �, \ CKFI LING. 1 (0.15 mm EFFECTIVE PARTICLE SIZE)
--- 3 ?]IEDROOMS AT 110 G.P.B./D 330 G.P.D. 0%-5% MUST PASS #200 SIEVE
SOIL CLASS: SOIL CLASS: \ \ \
1 1 � (0.075 mm EFFECTIVE PARTICLE SIZE)
v�° (J 7. EXISTING UTILITIES WHERE SHOWN
" o. 3 \ _ N THE DRAWINGS ARE APPROXIMATE.
' g1'Z 57�'45 30 W CE THE CONTRACTOR SHALL BE RESPON-
L.T.A.R. L.T.A.R.
\ \ REQUIRED SEPTIC TANK:
0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. ST�KADE FEN SRO \ \ c \ <~ ` _330 ')( 200X SIBLE FOR PROPERLY LOCATING AND
660 GAL. COORDINATING THE PROPOSED CON-
��°F \ \ SEPTkC TANK PROVIDED: _ 500 AL_ STRUCTION ACTIVITY WITH DIG-SAFE
,n AND THE APPLICABLE UTILITY
DATUM: G THE
TP#j ,\ \ � �s0. s EXISTING UTILITY SCOMPANY AND YSTEM INN SERVICE.
VERTICAL DATUM: ASSUMED
I o �`S'�\ \ \ �'°F <� =SIZEOF LEACHING FACILITY REQUIRED: DIG-SAFE SHALL BE NOTIFIED PER
BENCH MARK SET: TOP OF CONCRETE BOUND
� 0 �, •9 �+ THE STATE OF MASSACHUSETTS
1 �pROpo� � �\ \ \�•y g'y DESIGN PERC. RATE: <2 MIN./ INCH STATUTE CHAPTER 82, SECTION 409
ELEVATION 89.68 SHED RESER AT TEL. 1-888-344-7233. THE
c \� *pO LONG TERM APPL. RATE 0,74 G.P.D/S.F. ENGINEER DOES NOT GUARANTEE
TP 1 �-�• 90J THEIR ACCURACY OR THAT ALL
fig• / #
,;• � / � 01 G�\ \ � _ UTILITIES AND SUBSURFACE STRUCTURES
PROFILE: NOT TO SCALE / / - o / \ �, 330 GPD = 0,74 GPD/SF - 446 S.F. ARE SHOWN. LOCATIONS AND
8 / / zo / G yOGs \ M ELEVATIONS OF UNDERGROUND UTILITIES
/ O• / / / \ 3,°\ G / TAKEN FROM RECORD PLANS. THE
EL.=A FIRST PIPE LENGTH / \
TOP FOUNDATION i/- � � ,� � SIZE OF LEACHING FACILITY PROVIDED: CONTRACTOR SHALL VERIFY SIZE,
CONCRETE COVERS TO WITHIN TO BE SET LEVEL ��C\�/ \ / .0 LOCATION AND INVERTS OF UTILITIES
EL.=89.3 6" OF FINISHED GRADE. FOR MIN. 2 ♦ \ 0.,
/ / AND STRUCTURES AS REQUIRED PRIOR
FINISH GRADE � �/ � USE C2) 500 GALLON CDNC
• EL.= ,3-89.1 °' ,/ ,/ i //Y \ \ ~ LEACHING CHAMBERS 12,83'X2'X25' r TO THE START,OF CONSTRUCTION.
4" PVC SCH 40 �/ PROP. i \ �
-! D BOX m \ 8. THIS SYSTEM IS NOT DES;,NED FOR
4 PV LEACHING CHAMBER o / / aC SIDES/ALL = 2(12',83+251) X 2' = 151 THE USE OF A Gk!QI34('f_ ':tINPFR.
SCH 4 4 P C SCH 4 (� �,. 6
o ® o 0 0 0 ® o o ® \
-•,'�� ✓ � / � / BDTTCjM = _12,83' X 25;-- _ _ _ 320 � cA=�°A�jE ;
\ o 0 0 0 0 0 0 o c o G "� RECOMMENDED DUE TO Est"i.JU'4IZE`
\ _B I-_D 1=G o 0 0 0 0 0 0 0 0 0 �` // / / _` G� \ 471S,F, ADVEIRSE IMPACTS TO THE LEACHING
EXISTING H v -� c \ FACIUTY.
- A ;
1=c I-E / �`� 9'� i� 471 S.F x 0,74 GPD/SF = �48GPD
5 OUTLET I=F O K, 'S 9. EXITING INVERTS ARE TO BE CHECKED BY
-- a�:,•. DIST. BOX 5' SEPARATION /� _ �\ \ \ THE CONTRACTOR PRIOR TO CONSTRUCTION.
SEPTIC TANK
J + EST. HIGH GROUNDWATER /I STOOP �-
PROPOSED 12.83 x 25.0 / BITUMINOUS DRIVEWAY \ c \
0. THE ENGINEER IS TO BE NOTIFIED OF
LEACHING S.A.S. ANY FIELD CHANGES THAT MAY BE
4- \ REQUIRED.
�o / I _ _ \ \ LOCUS INFORMATION _
INVERT ELEVATIONS: LIVINGROOM
�" , \ CURRENT OWNER: SALVATORE FRANK, JR
PUMP, CRUSH AND / GAS KITCHEN \ ��
ABAWDON EXISTING Zn METER ONE STORY \ , � p� V .>�9
LEACHING PIT TI �" WOOD FRAMED 1 11TLE REFERENCE: BOOK 15830, PAGE 78
TOP OF FOUNDATION 91 .42 A ACCORDANCE WITH s HOUSE #8 349 Main Street, (RT. 28) Unit D
4 INVERT AT BUILDING
88.67 B TITLE. 5. O TOF=91.42 PLAN REFERENCE: BOOK 261, PAGE 37 W. Yarmouth Massachusetts
4" INVERT AT SEPTIC TANK (IN) 87.50 C FF=s2.41 \ X
INv=88.67 ASSESSORS MAP: 292 02673
4" INVERT AT SEPTIC TANK OUT 87.25 D PARCEL: 2s9 5087788919
PUMP; CLEAN EXISTING BATHROOM \ I
4" INVERT AT DIST. BOX (IN) 86.00 E 1000 GALLON TANK AND 90�� / o ZONING DISTRICT: RB PROJECT TITLE.
" AT DIST. BOX OUT 85.83 F REFIT WITH PROPER "TEES" I o X� I SETBACKS: FRONT 20�
4 INVERT (OUT) AS REQUIRED. SIDE 10' DESIGN FOR
cc REAR 10
INVERTS AT LEACHING FACILITY: \ BED #1 BED #2 STOOP / MINIMUM LOT SIZE: 43,560 S.F. SEWAGE DISPOSAL
I EXISTING LOT AREA: 12,079±S.F.
4" INVERT AT BEGINNING g5.7 G BREAKOUT 86.2 \ OVERLAY DISTRICT: AP SYSTEM REPAIR
OF LEACHING CHAMBER
N/F �/ NITROGEN SENSITIVE
ELEVATION AT BOTTOM Z°8 SALVATORE FRANK, JR -Y
OF LEACHING CHAMBER 83.7 H I ASSESSORS MAP 292 / �MOF FEMA FLOOD
NOT A ZONE II #8
PARCEL 269 /
NO OBSERVED GROUNDWATER I 12,079ts.F. + DkVM . ZONE DISTRICT: "C" DATED 8/19/85 ALICIA ROAD
0 78 7 0 i / PANEL #250001 0005 C
BOTTOM OF HOLE ti / oivM.
11
HYANNIS
N/F z�, M ASSACH U SETTS
OCTAVE MAILLHo , NO SCALE
1 ASSESSORS MAP 292 1 BENCHMARK LOCUS U S PLAN:
PARCEL 268 TOP OF CONCRETE
`m
L BOUND. ELEV
89.68 ASSUMED / 132
VARIANCES REQUESTED: _ j6 AAA,
Y \ CB/DH Q�\�P�l Mc,�y�r PREPARED FOR:
FND � �pF- �• 28
\ � / `50 w �, RUSSELL E. HADDLETON
col ._ ._ ._•_89- - - - - _ / wc,,>te01p HADDLETON & ASSOCIATES, P.C.
NONE - j \ r 251 SOUTH STREET, P.O. BOX 1289
N
HYANNIS, MA 02601
1500 / "jD a • (� LOCUS
\NSF 6 � aO , Q ���✓ N DATE: AUGUST 7, 2006
PAN �9° \ ` ` « D6 P� COMP. DESIGN: K. HEALY
GN � g' P�� �9� CHECK: M. DIBB
PLAN VIEW
w / oF DRAWN: P. HAGIST
SCALE: 1" = 10 FEET \ �° V
� / � / CB/DH "S'iL �• FIELD: D. GAZZOLO / J. McCARTIN
FND 9� FILE NO. 9150--SEP.D`NG
0 5 10 20 FT.
DWG N0. 5750-01
JOB NO. 4-9150.00 SHEET 1 OF 1
;
a