HomeMy WebLinkAbout920 bumps river road septic docs TOWN OF BARNSTABLE
LOCATION 61Z.Q SEWAGE# 2011
VILLAGE Cen4e e_ ASSESSOR'S MAnP&PARCEL /62 S�Z
INSTALLER'S NAME&PHONE NO. NO C A.fn
SEPTIC TANK CAPACITY
LEACHING FACILITY. (type)(AA' 4) K� 4t14,, 1hfi�hG size) �Z S f�IG w fit
NO.OF BEDROOMS 3
OWNER Q:S,Mo Cwkt n,.o
PERMIT DATE: ' � COMPLIANCE DATE: gL!/ZO t I
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility K�A 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 �
TAG
41
A o0
22' ID�CK CALYX (3
G ARA�c E
/Ac
46 Z.6
0-oor LJ? Y 8
z.Nf 38 63
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
- Yes
PUBLIC HEALTH DIVISION - TOWN QF,BARNSTABLE, MASSACHUSETTS
v
0(ppliCation for ;Disposal 6pstrm Cons"ttion 3pPrmit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. C1 ZD (3vMpr 6Z:.4ec Moo- Owner's Name,Address,and Tel.No.
�x$_y2?-14®i
Assessor's Map/Parcel 1 Gj`� 41,4 t�� �( C7013 o cad 2
d Z o D A (' 4e�Q.ae,tea oSA,-3 t
Installer's Name,Address,and Tel.No. pg_3gV-9%j7y Designer's Name,Address,and Tel.No.
tJo (tiQ.rn �V:nq Inc. lJow� EHoI+sU iA Ste` -3CCZ
P-0• o)C 9'45 17e A;S(�a�vtv ezz.3 2 '1
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 20,5 20 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided C00 gpd
Plan Date Co 124/it Number of sheets Revision Date N1A
Title -Fr�G :5 S *e P t Cln
Size of Septic Tank S 00 w-\ Type of S.A.S. Ltc ct• o,*t
Description of Soil li`M�/r,S rL. -71y Sant?
Nature of Repairs or Alterations(Answer when applicable)
VpgdYs.� L2 y,6L, I;Q« O 1J/ A-tti
I Sao GGt Sen'�C�� .
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 En ' e 1 Co nd not to place the system in operation until a Certificate of
Compliance has been issued by this Boa Healt .
7
p Date
Application Application Approved by ® Date
Application Disapproved by Date
for the following reasons
Permit No. ..i Date Issued
¢ No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computeVYes
2 PUBLIC HEALTH DIVISION -TOWN F BARNSTABLE, MASSACHUSETTS
2pplication for 3�isposaf 6pStrm Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. C4 20 R�vP c Xvv.& Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel J Gj` Z �,�,� (� Coj,�'`�
4zso Le6n O� �9.�Pivtlp �� dZb71
Installer's Name,Address,and Tel.No. r-03-35S-91-J714 Designer's Name,Address,and Tel.No.
iJocaGrr , l�v �q i�c. �ownC-ctPe Nu *A sofi'-36Z-ySV\
P-o-f ox qq5 j>A1 rPaa+.,4AA tMZ ,? t1 ,3cl /Mvr T4, Y.."l }L 2G'►i
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 'ZQ,.S 2�3 sq.ft. Garbage Grinder( )
,,, •^'Other Type of Building .. No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow proy ded,....- (,CA�C7 gpd
. :-- - N
Plan Date Co/Zy/i t Number of sheefs"'C`i 1 ; ` Re, Date IA
Title-'Ti 4(.e 75 S� �C' (?(a �u �
S �
Size of Type Septic Tank Ch7 Gv� T e of S.A.S. i LQ b � t
p
Description of Soil MILS, '7 5 Y 7/q
Nature of Repairs or Alterations(Answer when applicable)'
!1 f, r,
)pU,um iI (J�cnC� i�.;p c� (I 1 t� aE. f.}'�,_,..1.� �� R>.�0�S VJ/ A.P�J
Date last inspected:
Agreement: i
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 th�EnvieI Co nd not to place the system in operation until aCertificate of
Compliance has been issued by this Boardd
------ JBS g e� C Date 7/6b
Application Approved by A /� Date
Application Disapproved by Date
for the following reasons
Permit No. ' Date Issued
-.--- - - ------- y --------------.------,--------- -,-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance M
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( h)by
at d has been constructed in accor e l /
with the provisions of Title 5 annd'th/eor
Disposal System Construction Permit No ated
Installer �Cl C '` Designer Q
#bedrooms Approved design flow g?d
The issuance of this permit sha I not a construed as a guarantee that the system will fimcfo"' designed.
Date Inspector
------------------------------------------------------------------------------------------------------------------------------
No. r JA— Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS'
;045posal bpstem Construction Permit
Permission is hereby g ted to Consbiuct( ) Repair Upgrad ) At C )_
System located at
and as described in(the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:/C^onnssttr ction ust be completed within three years of the date of this permit.
Date / � Approved by
COPY.
LIMITED POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS that I, RAYMOND W. CATERINO,
Personal Representative of the Estate of Cosmo J. Caterino, Barnstable Probate No.
BA16P0885EA, having an address of 79 Cove Road, South Dennis, MA 02660, do hereby
nominate, constitute and appoint Attorney James B. Stinson, of 72 Route 28, West Harwich,
MA 02671, as my true and lawful attorney-in-fact and agent, to sign documents in my behalf, in
connection with the sale of the property identified as 920 Bumps River Road, Centerville,MA
02632, including Purchase and Sales Agreements, Revisions, Modifications and Extensions
thereto, affidavits, tax certifications, HUD-1 Settlement Statements, Closing Disclosures to make
application for smoke inspections, septic inspections and/or certificates relative thereto, and such
other matters as are customarily required to be executed, signed and delivered by sellers in
connection with the.sale of residential real property, meaning and intending by these presents to
vest my said attorney-in-fact with full power and authority to sign documents in my name and
behalf and do all things required and necessary thereto as fully as I could do if I were personally
present and signing.
This power of attorney shall expire ninety(90)days from the date hereof, if not sooner
terminated.
i
41
Executed as a sealed instrument under the pains and penalties of perjury this 6 7J
day of Marth, 2018.
v
RaAopiN. Caterino
opy
COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, ss
On this, the G+4 day of March, 2018, before me the undersigned nota
ry,ary, personally
appeared the above named Raymond W. Caterino
[ ] Personally known by me to be the person who signed the foregoing instrument;
[ Satisfactorily proven to me to be the person who signed the foregoing instrument,
which roof w /
P as ✓1i1 r3 • �iP�-VIP S l�
and acknowledged to me under the pains and penalties of perjury, that he did so freely and
voluntarily for the purposes set forth herein.
otary Public
My commission expires: 2 Z7
r
LETTERS OF AUTHORITY FOR Docket No. Commonwealth of Massachusetts
BA16PO885EA The Trial Court
PERSONAL REPRESENTATIVE Probate and Family Court
Estate of: Barnstable Probate and Family Court
Cosmo Caterino 3195 Main Street
PO Box 346
Barnstable, MA 02630
Date of Death: 01/23/2016 (508)375-6710
To:
Raymond W. Caterino
79 Cove Road
South Dennis, MA 02660
0
v bkYou have been appointed and qualified as Personal Representative in Supervised �X Unsupervised
administration of this estate on March 07, 2017
(clate)
These letters are proof of your authority to act pursuant to G. L. c. 1906, except for the following restrictions if any:
Pursuant to G. L. c. 1906, §3-108(4),the Personal Representative shall have no right to possess estate assets as
provided in §3-709 beyond that necessary to confirm title thereto in the successors to the estate and claims, other than
expanses of administration, if any, shall not be paid.
The Personal Representative was appointed before March 31, 2012 as Executor or Administrator of the estate.
(Do Not Write Below This Line-For Court Use Only)
CERTIFICATION
I certify that it appears by the records of this Court that said appointment remains in full force and effect. IN TESTIMONY
WHEREOF I have hereunto set my hand and affixed the seal of said Court. QO
'�/+
/V 4Date March 8,2017 444aeo-1AOPoJ
Anastasia W Perrino, Register of Probate
MPC 751 (4/15/16)
FROM :down cape engineering inc FAX NO. :150836298BO Jan. 30 2015 02:57PM P2
RNLI - y
`1'khomuz 10'. Geffer,Director
NM?. ilyiw A01a
Pam_ a 'l'ho maa McKeRm,Director
2A®Mdiih fteet,j ITsu Pis,.1�1 A.02601
QfRro: 5C8-862-4644 Fax 508-79C,•6304
l Wtzff r-lr&l�➢�iP_raefr C."e:rff"watbom Form ;
I[DatQerx l� e�r�u e Fe>~n>rngd# ����02 .J Us rls M:�P areel_� ( _o�
1 _
t a �
1C�a r�Aer: / 2.r1 -
Addrm: 3 .. 1 ^ '�l t AAdaess:
On 2 a� _ wav issu.ca a pezxn:it to install,a
(date.) (installer)
septic system,EL �l�t!' .P_/1.�V 1►aged on a dfuiga drawn by
(rElds-e_gs)
tLA�(
S certify that.the Peptic, system rt:fmzurd. abu To PJr1s i.n Lled subsiontially sGco%diu to
�]�; r3esi.��,which ru,3y irleZude ln'i.�zor approved chwges gosh ag l.atei•al.^elocation of fb'e
d:istribirian box,and/w septic tank. — F-ja„?,
.T. certify-flat the septic system refennrrd abuvo. was installed with mujur chHngc:s (i,.e,
uert`�i'e r thal> lD'lairssil r�:lucatiorl cif:the�,.AS or any vertici�i rolocasio:a of aay conaponenl:
of the septic• lysti=)but in aw rdarrce•a ft State 8r Loe:al.R.rgula6 ng. Plan re"iisiou or
rcrkified as-built'by desiaoer to,;ollow.
KKK OF 4
DANIP.LA,
OJALA _
( _ tal].er's SiaLlature) CIVIL
No,46602 4
(Drsigner (AftixDesig-Rar y Stpmip Hcrc)
t $AIB RET'!'1:RN._.'0D $t4liNOUAHU Y(MX,FC' ,$lEEli)UTH
4.".CliKi _tea*te; WiLL idmT MqTM BOTli ` ELq H_iRM AhR
Tls]F3A,r WJ18)r:XC�'A4,7 a<ArgE) ®P2�'A8:ArTK YOU
n.YY...1i1.IL�n..i:n/f"1nn:nnoo f�rrVi{irvC;nn Fex,n l_7Rlld f•Inr
ALL SYSTEM
S SHALL
SYSTEM PROFILE MARKED WITH CMAGNETIC TTAPE OR BE NOTES
3
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD
PROVIDE WATERTIGHT MIN. 20" DIAM. ��o
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO
WITHIN 3" OF FINISH GRADE 2• MUNICIPAL WATER IS EXISTING
\ TOP FOUND. EL. XX.X'
38.0' 38 3
2% SLOPE REQUIRED OVER SYSTEM .0' - 9.2' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �' 28
MINIMUM .75' OF COVER OVER PRECAST ou{e
min. 8" diam. PROP. TEE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST H-10 / UNITS TO BE AASHO H-10 G�
RISERS (TYP.) f O ^1
2'0 4"OSCH40 PVC
PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. p� Locus
_ 33.2' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Rood
10" 1500 GAL H-10 14" WITH 310 CMR 15.000 (TITLE 5.) yet y
TEE SEPTIC TANK TEE
*36.25 36.0' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Bumf s
o°o°o°o°o°o° MIN. 6" SUMP 32,$'
SLAB EL. 39.6' GAS BAFFLE:' °°°°°°°°°°° MIN. 12" INT. DIM. NOT TO BE USED FOR LOT LINE STAKING OR ANY
0.92'
OTHER PURPOSE.
4' LIQ. LEVEL (ACME OR EQUAL) 33.17' 33.0' 31.88'
(16) H-20 HIGH CAPACITY INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
° °°°°°°°°°°°°°°°°°oo,
** ° ° ° ° ° (2 ROWS OF 5, 1 ROW OF 6) 9. COMPONENTS NOT TO BE BACKFILLED OR
NO STONE PROPOSED CONCEALED WITHOUT INSPECTION BY BOARD OF
INVERT INACCESSIBLE (UNDER SLAB) 6" CRUSHED STONE OR MECHANICAL HEALTH AND PERMISSION OBTAINED FROM BOARD
PROVIDE. MIN. 2.59� SLOPE FROM DWELLING TO �- COMPACTION. (15.221 [2]) OF HEALTH.
PROP. 1. M GAL. SEPTIC TANK (
2IN 17% SLOPE) MIN 1 9G SLOPE). 5.88' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
(
( R SLOPE) CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
FA LOCUS MAP
FOUNDATION 23' 16' D' BOX 4' FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH 1 EL. 26.0' NOT TO SCALE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 168 PARCEL 42
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE
IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR x 2 53
BY HEALTH INSPECTOR PROP. VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT BY
CONTRACTOR WITH HOMEOWNER /
PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED CONSULTATION) 31.25 SYSTEM DESIGN.
BY THE BOARD OF HEALTH REVISED DURING A PUBLIC ti�
HEARING HELD ON AUG. 4, 2009 ryw o
, GARBAGE DISPOSER IS NOT ALLOWED
3) FAILED SYSTEMS ONLY : SOIL ABSORPTION SYSTEM oo j 33.05
INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW Ntib DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) x 29-17 X 32� 9 USE A 330 GPD DESIGN FLOW
AND WITH H-20 LOADING, BUT IN NO CASE SHALL THE SAS
BE LOCATED MORE THAN SIX FEET BELOW GRADE. x 27.3 ��
SEPTIC TANK: 330 GPD (2) = 660
ti$ -h 36.42 USE A 1500 GAL. H-10 SEPTIC TANK
�� Zg 16" OA / -bi LEACHING:
�0 2 )6.06 �g NOTE: SOILS TO EAST OF TtaT HOLES ItNU TO
BE UNSUITABLE 4.73 SF/LF x 6.25 LENGTH = 29.56 SF PER
x 31 0 9HIGH CAPACITY
0 �� x 330 G D/0 74 GPD/SF = 445.91T
xi2�5.81
SF LEACHING
TEST HOLE LOGS a �b
�
s REQJ D
r 9 TM7.80�ja O 9.68
ti9 x 8 �6� x 0� .05 x 40 445.9 SF/29.56 SF/UNIT = 15.1 UNITS
ENGINEER: DANIEL A. OJALA, PE, SE -�o s 5��
9 83.�'; THEREFORE, USE GRAVELLESS SYSTEM OF (16)
WITNESS: DON DESMARAIS, RS x �� � I x 39. 8 \ H-20 HIGH CAPACITY UNITS IN FIELD
3917 uk. 41.42 CONFIGURATION SHOWN (2 ROWS OF 5 AND 1 ROW OF 6)
DATE: 6/22/11 / I�
2 MIN/INCH �0 92 0. BENCH MARK - SLAB AT
<
PERC. RATE _ a� x x 4 6.41 O WALKOUT DOOR EL. = 39.6
2.83 16 UNITS x 29.5 SF = 472 SF > 445.9 SF
CLASS I SOILS P# 13323 / �� x 41 472 SF (0.74) = 349 GPD (OK)
ELEV. 2 ELEV. 4.03
0„ 0„
\
_ 437.5' 37,5' 40.0� x 4 . 2 43.52 O
1
FILL FILL MA
18" 18" � \5.66 LOT 21 APPROVED DATE BOARD OF HEALTH
4
A A �� �° 4.85 5 I ,' 20,520 t SF TITLE 5 SITE PLAN
LS LS ��'�q 45c09 '
�� 4.24
24" 10YR 3/2 24" 10YR 3/2 -7 \ 4s.23� / \ , 5.10 43.73 2.78 OF
B 46. °.73 43.36 x 920 BUMPS RIVER ROAD
S LS 46.22 4.5.5�1 317 P 6143.34 43.31 / / 43.39
\ 4 8 CENTERVILLE
50" 10YR 6/8 33.3' 50" 10YR 6/8 33.3 �3.32
\ c,� 44.35 \ 43.30 / PREPARED FOR
4 5.3 5 4.15 / l COSMO CATERINO
J
C C 45.1� / 12"P, /
45.17�/ 43.73 *491-F JUNE 24, 2011
PERC M/CS M/CS 45.30 � 4.28 O
0 44.0 43.41 / O P off 508-362-4541
cF?,,I ��`°CFti}g0 I fax 508-362-9880
45.41 3.8:i Ct��'�N qss ,�ecp• ,sq�•
/ / / �`�� DANIEL 9cy�s DANIRLA.
2.5Y 7/4 2.5Y 7/4 downcape.co
3.25 A, OJA n LA
F►, OJALA " CIVIL 17oW/1 cope eftgi!leering, hnc.
138" 26.0' 138" 26.0' X 43.37 �Q �No,
40980 �N®,46502� `r civil engineers
�p�, �, T1 land surveyors
NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' ✓� 1���i , ,
939 Main Street ( Rte 6A)
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675